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8133 BRADFORD WAY_2011120190CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT #: 2011120197 PERMIT TYPE: SK JOB DESCRIPTION: SPRINKLER SUB FOR SFR JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 1,500.00 PERMIT SPRINKLER ISSUED DATE: Confirm. #:427 MASTER #: 2011120190 08/08/2012 BY: ADM14 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: OLSKER, ROBERT DBA: MCD SPRINKLERS TYPE: CONTRACT JOB PHONE: (561)747-8166 CERT NBR: 2079 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of ' last inspection date. Building Official or Authorized Signature For Inspection, Call (954) 757-4107 Date CDPR2020 CDPR1120 - Permit Payment Slip CITY OF PARKLAND Permit Payment Slip PAYMENT SLIP NBR: P4:2011120197:I PERMIT NBR TYPE STATUS MASTER NBR 2011120197 SK READY 2011120190 JOB DESCRIPTION JOB PHONE SPRINKLER SUB FOR SFR (561)747-8166 JOB ADDRESS 8133 BRADFORD WAY LOT_ BLOCK SUBDIVISION i...0.-# rD (t.; PGCC2*CDE APPLICANT CN OLSKER, ROBERT CERT NBR 2079 DBA L. MCD SPRINKLERS. ; OWNERINFORMATION r .. TOLL PARKLAND GSC LLC 250 GIBRALTAR RD HORSHAM PA 19055 - FEE CODE DESCRIPTION USER AMOUNT DUE BRWD BROWARD COUNTY SURCHARGE ADM13 1.20 PL25 LAWN SPRINKLERS ADM13 40.00 PL47 IRRIGATION ROUGH INSPECTION ADM13 70.00 DBPR BCAIB & CILB ADM13 2.00 DCAF DEPT OF COMMUNITY AFFAIRS FL ADM13 2.00 THIS IS NOT A RECEIPT TOTAL DUE 115.20' City of Parkland Printed on: 8/6/2012 7:12:51AM CD -Plus for Windows 95/98/NT Page 1 of 1 Printed By: ADM13 City of Parkland, Florida BUILDING PERMIT APPLICATION www.cityofparkland.org Phone #: 121 _.Z .'g 569 E-mail: ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135: • Contact Person: { CS aotarRACTOR ; and coNlwcTORrs;= STREETAWDRESS: N10. ouvFiER's wtfk; 1-7 7 -giltIa ST EEtADftFSSJoh Pogoety e;'r y : 1. -- a • . ,:r X.rr art Biu rT ,.. . AM, IY1Tt*2i% tWo CMASTERREWITC:MAiltW.i 2.0t -2-0 ( Ci iu= t7 srtl tr®1x sT= ta}6INE FkiF AM44E4ONE1,1?-f,Z„N t 4I Application is hereby made to obtain a permit to do the work and installation as indicated. 1 certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all laws regulating construction in the City of Parkland, Florida. t understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, SHUTTERS, ETC. tunnte ARORITECES 1 P l6:1Ngl 7 3 ARC}RECI':4 APPBEPHIN cidit [WSJ, c><colrePdPAhtfFsr gaot+DMcc cdrlfa9NS S c>tyS' s . WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT - j 1INT;jyAMt QF;•ouAli IFEtOR- 011.DBiRDiiat effB 83 zRegwedj. FLORIDfA S=FrG i1#C IC t STRA7I(3N y'- .= n"= ''` BR6WAR0 COIL "B FAL E hAINATIONBOARD CEAT-))]F`PEfF1JCX . sfA -a. C I x ans•l_.--...-.__ GiVArkIA' yl:...,ty^, :%'a-s'S'f T. S..:;aK'-i _ .I'' , ;p.s3s- On this day of /9-t.., 20_,Lefore me, theundersigned Notary Publicof the State of Florida, personally appeared and whose name is subscribed to and within theInstrument, and he/she acknowledges that he/she executed it. NOTARYPPUBUC STATE OF FLORIDA PRINTED OF NOTARY PUBLIC Personaly (mown to me, or Produced identification r OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Witness my hand and official seal. NOTARY PUBLIC SEAL OF OFFICE: Oath taken I] Oath not taken 01.10 °4a. Notary Public State of Florida Geraldine Viera a` My Commission DD829483 F Floo- Expires 11/07/2012 On this day of 20 . beforeme, theundersigned Notary Public of the State of Florida, personalty appeared and whose name Is subscribed to and within The Instrument, and he/she acknowledges that he/she executed it. NOTARY PUBLIC, STATE OF FLORIDA PRINTED NAME OF NOTARY PUBLIC PersonaNy known to me, or Produced Id tition !_J Oath taken I] Oath nottaken Witness my hand and official seat: NOTARY PUBLIC SEAL OF OFF}CE Application Approved By Permit Officer Date REV. 07/07 t mmmv©mon eao. 11p largd ; o mm i© P40M itooest TDNIF mg LOCATION MAP NOl 10 SCALE LOT31 BLOCK D O• THIS SURVEY GOLF COURSE PARCEL G D-05.24'46' R=488.00' A.45.91' CH=45.90' D=16'29'31' R=75.00' Am21.59' CH=21.51' l D PROPOSED 2 STORY C.U.S. RESIDENCE PROPOSED AREA 860m FM LOT 29 BLOCK D D=05'2623' R=100.00' A=9.49' Ci- 9.49' Le4f.to 14s»t Sf&4 Nim X Hui'ThL Rangy IkAa 0 Ik»am& £14.c.1v dakvt ia Ih»rr.z c..nz.nu two wn+ Ssmsoe 04 P.4.6 emit-Rita Aig404%2 gar sNcwe/: ChM4 o/5cJ l(oLwc. POC IWo Se.h Uo P14,%i Li;i4 ScJ bio Slawes IRRTGATION NOTPR• I . THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING LOCAL UNDERGROUNDING UTI TfIES TO VERIFY LOCATIONS. THE CONTRACTOR SHOULD VISIT THE SI1 E PRIOR TO INSTALLATION AND BECOME FAMILIAR WITH EXISTING CONDITIONS. 2. THE CONTRACTORIS RESPONSIBLE FOR ALL MATERIAL REQUIRED TO MAID; THE SYSTEM FUNCTION PROPERLY. ALL IRRIGATION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ALSO STATE AND/OR LOCAL CODES 3. JERIGATION PLANS ARE SCHEMATIC ANDDRAWN FOR GRAPHIC CLARITY. ALL PIPING BELOW PAVEMENT SHALL BE SLEEVED. LAYOUT OF IRRIGATION SYSTEM SHALL BE COORDINATED WITH CORRESPONDING LANDSCAPE PLAN 4. SPRINKLER LOCATIONS ADJACENT TO PAVEMENT, STRUCTURES, FENCES, ETC. SHALL BE OFFSET AS FOLLOWS: 12' MIN FOR POP UP MIST HEADS, 18' FOR SHRUB RISERS, 18' FOR ROTOR HEADS, AND TYPICALLY 5 I•Eh1 FOR TORS ALONGUNCURBED ROADWAYS 5. ALL HEADS ON RISERS SHALL BE SET AT THE HEIGHT OF ADJACENT PLANTMAERIAL 6. PIPING IN NARROWPLANTING AREAS, PARKING ISLANDS AND PLANTERS SHALL BE SET TO ONE SIDE TO ALLOW ROOM FOR ROOT BALLS. PIPE AS INDICATED 014 PLAN IS SCHEMATIC AND SHOULD BE ADJUSTED FOR FIELD CONDITIONS 7. PIPING SHALL BE SIZEDTO MINIMIZE FRICTION LOSS AND MAINTAIN FLOW VELOCITY BELOW 5 FPS 8. ALL SLEEVING SHALL BE SCH 40 PVC TO SIZE INDICATED ON PLAN, OR IF NOT INDICATED, AMIN. OF 2 PIPE SIZES LARGER THANSUPPLY LINE CONTAINED. ALL SLEEVES SHALL BE INSTALLED A MIN. OF24" BELOW FINISH GRADE 9. THEIRRIGATIONCONTROLLER SHALLBE INSTALLED INACCORDANCE WITH LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. PROPER GROUNDING EQUIPMENT AND SURGE PROTECTION SHALLBE PROVIDED. A RAIN SENSOR SHALL BE INSTALLED TO OVER -RIDE THE CONTROLLER 10. CONTROL WIRES SHALL BE ULAPPROVED PE IRRIGATION CONTROL WIRE. USE 14 GAGE CONTROL WIRE AND 12 GAGE ROUND WIRE. WIRE SHALL BE BUNDLED AND ATTACHED TO THE MAIN LINE IN TRENCH OR THROUGH WIRE SLEEVES AT PAVEMENT CROSSINGS 24" BELOW FIN GRADE. ALL SPLICES SHALL BE MADE WITH WATERPROOFDIRECT- BURIAL IRECTBURIALSPLICETUTSANDCONTAINEDINVALVEBOXES. TWO EXTRA CONTROL WIRES SHALL BE INSTALLED TO THE FURTHEST VALVES 114 EACH DIRECTIONFROMTHE CONTROLLER 11. VALVE LOCATIONS ARE SCHEMATIC ONLY AND WILL BE ADJUSTED FOR SITE CONDITIONS. EACH VALVE SHALL BE INSTALLED IN A AMETEK OR CARSON VALVE BOX. THE FLOW ADJUSTMENT FEATURE WILL BE USED TO BALANCE PRESSURE THROUGHOUT SYSTEM. 12. WATERING TIME PER STATION WILL BE DETERMINED 124 THE FIELD AND PER LOCAL REQUIREMENTS. REFER TO MANUFACTURER'S INSTRUCTIONS FOR PRECIPITATION RATES OF SPRINKLERS SPECIFIED 13. ALL GLUE JOINTS SHALL BE CLEANED, SANDED AND TREATED WITH A COLORED HIGH ETCH PRIMER AND JOINED USING A SOLVENT CONFORMING WITH ASTM D2564 14. ASBUILT DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AND GIVEN TO THE OWNER PRIOR TO FINAL ACCEPTANCE 15. ALL LOCAL PERMITS SHALL BE ACQUIRED BY IRRIGATION CONTRACTOR PRIOR TO COMMENCEMENT 16. IF APPLICABLE, THE S.F.W.M.D. PERMIT SHALL BE ACQUIRED BY OWNER/ GENERAL CONTRACTOR PRIOR TO WELL INSTALLATION W30440.I LINEARLEIYTN CP WIRE. COILED 201UATER PROOF CONNECTION al CP :! 3 1D TAG 4 REMOTE CONTROL V.LvE. VALVE BOX WITH COVER, 10 INCH SIZE FWI$H GRADE TCP CF r2.4.04 PVC SQl 90 NIPPLE 40.05E1 PVC 5074 40 ELL PVC 5014 1:0 NIPPLE LEN;/TW 45 REOLUREG BRICK!! OIs 4 OPTIONAL/ rvd MAINLINE PIPE 24' COVE SCH DO NIPPLE (2-IN04 LENGT14. 1ADDEN) AND 504 40 ELL F.vC 501 40 TEE'OR EL... PYG 504 40 MALE ADAPTER OPVG LATERAL PIPE 030.04104 MINIMUM DEMI. a 3/4-1104 e145t4E0 41%A.411. OPTIONAL! REMOTE CONTROL VALVE I PLANT MATERIAL / SOD z 1 FtNISN GRADE/TO.. CF 11.0-C14 D POP -up SPRAY SPRD4 LER. 11115PECFIED NOZZLE OSWING EWE. a -INCH LENGTH: RAW 8740 11000. SP -100 O 1/2—INCH HALE NPT a .490 IN01BARBELBOW: RAIN 8540 1100EL SRE-050 b PVC LATERAL PIPE PVC 5C14 40 TEE OR ELL y." !2POP-UP SPRAY SPRINKLER ROTOR I l' OA'tt ;ltrl i'1i..1,14A1',.11 0 0 P1NISH GRAM O ROTOR POP-UP SFRS1XLER 0 i' -WON YALE NPT .490 INCH RARE ELBOVt RAW BIRD U00EL SBE -050 SUAIY.a PIPE. 12.11404 LENGTH. RAW BIRD MODEL &P -ICO O PVC LATERAL PIPE O 0 PVC SCH 40 TEE OR 0.1. Select an Inspection To Request Page 1 of 2 Request an Inspection 3ot Permit Information: Permit Number 2011120190 Permit Type BR - BUILDING RESIDENTIAL Select the inspection to be requested. o 804 - SUBGRADE DENSITY TESTS• Priority: 0 0 828 - NPDES INSPECTION Priority: 0 G 835 - SIDEWALK FORMS Priority: 0 r 226 - TEMP SERVICE ON HOUSE Priority: 0 0 260 - 30 DAY FOR TESTING Priority: 0 o 179 - DRIVEWAY SUBGRADE DENSITY Priority: 0 o 'D.A. Priority: 6244 - INTERCOM ROUGH , r 245 - SPEAKER ROUGH D.asSm. Priority: 6 Priority: 60246 - VACCUUM ROUGH (a... r 139 - WIRE LATH Priority: 9 0 140 - FRAMING Priority: 9 o 142 - WINDOW/DOOR ATTACHMENT Priority: 9 r 141 - INSULATION Priority: 10 0 147 - DRYWALL SCREW Priority: 11 G 165 - TILE IN PROGRESS Priority: 11 o 600 - ZONING INSPECTION Priority: 12 0 708 - BALCONY RAIL / GRILLE Priority: 12 o 280 - ELECTRIC FINAL Priority: 12 r 380 - MECHANICAL FINAL Priority: 12 r 425 - TUB Priority: 12 0 441 - IRRIGATION - ROUGH Priority: 12 G 455 - IRRIGATION - FINAL Priority: 12 0 480 - FINAL PB W/BF Priority: 12 r 167 - ROOF FINAL Priority: 12 0 174 - PATIO SLAB/PAVERS Priority: 12 G 177 - DRIVEWAY STEEUPAVERS Priority: 12 0 251 - ALARM FINAL Priority: 12 r 252 - TV FINAL Priority: 12 http://www.cdplusonline.com/community/parldand/inspSelectRequest;jsessionid=h3g5gx4... 5/30/2012 s Select an Inspection To Request Page 2 of 2 0 253 - TELEPHONE FINAL Priority: 12 G 254 - INTERCOM FINAL 0 Priority: 12 G 255 - SPEAKER FINAL D,aQ Priority: 12 0 256 - VACCUUM FINAL (a Priority: 12 0 503 - LANDSCAPING. Priority: 13 0 504 - ENGINEERING DRAINAGE - SFR Priority: 13 O 507 - GREEN INITIATIVE Priority: 13 0 999 - FINAL INSPECTION Priority: 14 Back To Menu Request Inspection` Copyright © 2007 Perconti Data Systems. Inc. All Rights Reserved. http://www. cdplusonline.comic ommunity/parkland/inspSelectRequest;j sessionid=h3 q5 gx4... 5/3 0/2012 April 17, 2012 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach Re: PROJECT: TOLL BROTHERS — PARKLAND GOLF AND COUNTRY CLUB 30D @ 8133 BRADFORD WAY, PARKLAND, FL PERMIT # 2011-120190 Building Department: We have personally inspected the complete "engineered unit masonry" system for this building. includes all of its components such as; steel placement; horizontal joint reinforcement; vertical reinforcing steel for the concrete masonry units and all associated tie beams, tie columns, etc. have monitored and verified grout placement. We find that all aspects of this system conform to the approved plans and the Florida Building 2122.4 and BCAC 105.10.2.2. Respectively submitted, ; SPECIALT NGINEEl2ING CONSULTANTS, INC. eBlarc, PE ,; ..rX State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Part APR 1 8 2012 This inspection and horizontal In addition, we Code, sections 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 L .)S` PP City of Parkland, Florida BUILDING PERMIT APPLICATION www.cityofparkland.org Contact Person: Adam Rule Phone #: 954-9054350 E-mail: arule@tollbrothersinc.com ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135: CONTRACTOR ae Toll Orlando Limited Partnership ST EEADDRESS 951SoundADR'S - STREET A 951 Broken Parkway,Suite #180 yCIT1 •::STATE`,s,; z _...ZIP.- PHONE#rte. i:, e Boca Raton FL 33487 561-999-1877 PROPERTY OWNERS NAME ` Toll Parkland, LLC oTR A .1 250 Gibraltar RoadSTpEETADDRESS,I CITY t a asu _: , ._ _:STATE `.:: °g2IP.2... r'.r'PHONE Horsham PA 19055 215-938-8000 SITE :i` a P 2z".4ADDRESS .813 . BRr,et oep v4A9 , PAem.LANO FL.. 33474. i'101-S.:'BLOCK„, >' SUBDIVISION On Or s O . WORK DESCRIPTION New Construction - Single Family 1 Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all laws regulating construction in the City of Parkland, Florida. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, SHUTTERS, ETC. MASTER PERMIT NUMBER 7 Lr)(t 12-0 1.9 o ESTIMATED COST: 1 AMIEEER'S It Specialty Engineering ENGINEER'SPHONE561-752-5440 ENGINEER'S. ADDRESS " f 1599 SW 30th Avenue, Suite 20 GITY _ _ ; ,x STATE .vu2iP :, ui Boynton Beach FL 33426 ARC"nEc's' NAME } Toll Architecture ARCHITECTS .407-248-5800PHONE; ARCHITECTSADDRESSvi2966 Commerce Park Drive, Suite 100 Orlando FL 32819 MORTGAGE '.. COMPANY'S NAME - -' N/A MORTGAGE-. COMPANY'S'PHONE # MORTGAGECOMPANY'S ADDRESS ,`'„ ESTATE id,'2IPy' BONDING COMPANY'S:NAME ' • N/A BONDING COMPANY'S PliONB# BONDING COMPANY'Si ADDRESS x rziAdrA.r.tiSTATE 7UP` WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT PI FACF PRINT'NGMG6IF`hLIAfIFIFR-(1R f11MNFR/RI 111 r1FW !(lumnrJRi1irSEGffliiwi4:R iir`oril' Alexandre P. de Chabert FLORIDA STATE CCH I IFlCATION/REGISTRATION w. x BROWARD COUNTYOENTRAL EXAMINATION':: c• • DCERT.'OF COMPETENCY Rs CGC1517129 SIGNATURE OF CIU • FI:' SIGNATURE:OFOWNZ: X A Nif X On L this { J day of O . 2011 befor the undersigned otary Public of the State of Florida, personalty the instrument, and he/she acknowled es that he/she appeared executed it. Alexa dre P. de habert and whose name is subscribed to and within Witness my hand d official seal. JUVE BE-CHTELryMYCOMMISSION # EE120097 rte EXPIRES:Auguli81ndenBondedThNNotaryPnllliCUnderwriters N RY PUB C, STATE OF FLORIDA ulieBech el NOTARY PUBLIC P INTED NAM OF NOTARY arcFnnlhr lenn,,,n PUBLIC to me nr r -t Drnri„rcri irlcntifirntinn r -t (lnth tn4cn SEAL OF OFFICE:tP,ftti` rii (lnth not tnlrcn OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.% day of , vw1\0\fOnthis James McDade C, STATE OF FLORIDA htel SIGNATURE OF ,;12w1,90:1 X 20 11 , bef • e me, the undersigned Notary Public of the Stale of Florida, personallyappeared and whose name is subscribed to and within the instrument, and he/she acknowledges that he/she executed it. Witness my hand and official seal. OF NOTARY PUBUC Personally known to me, or 0 Produced identification NOTARY PUBLIC SEAL OF OFFICE: Oath taken Oath not taken iipr o rrrK JULIEBECHTEL MY COMMISSION # EE 120097 EXPIRES: August 8, 2015BondedThatNotaryPublicUndeiwrlters Application Approved By Date Permit Officer REV. 07/07 License #: ECI3003715 / f Phone #: 888-831-2665 Applicant Signature: The foregoing instrument wa 'gcknowiedged before me thus who is personallyAo . me or who produced 171.1 i AM__. Notary Publi Estimated Value: 4 e, 350 • Print or Type Nam M Qh Skim c9day of L °( 2011 by the above named person. 1.- nti ca'.n o did/did not take an oath. My commission 4 SHANNON I. DUGAN o dry • u . is tate of Florida AL•-t3M8tss -,-..z..: ±_ nlit, yj• Commission # DD 835332 License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of who is personally known to me or who produced 20 , by the above named person, as identification who did/did not take an oath. Notary Public: My commission Expires: Mr Del -Air Heating, Air Conditioning, Refrigeration, Inc. License #: CAC032448 Applicant Signature: (/ The foregoing Instrument was acknowledged before me thus who is personally knwho produced AfiLEPLNotaryPublic: 1-2665 Print Pt ojrr)Type day of timated Value: 00 by the above named person, R-'°eSHANNON L DUGAN My commission Expire:' 41PAN,; ' Notar Public - State of Florida 0 =,o My Cnmm Fxpires Nov 3. 2012 c'Commission # DD 835331 License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of 20 , by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: J License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of , 20 by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: ELECTRICAL CONTRACTOR License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of 20 by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: PLUMBING CONTRACTOR License #: CFCo1010.19 one #: tial -73V 3176 Estimated Value: `A 8,855 •4'43 Applicant Signature: ,l Print or Type Name: ar/ IOZo-ri The foregoing instrument was acknowledg 2emethus(` *1 day of J - , 20 ) 1, by the above named person, who is personally known to me or who produced /L drivers L, to 1 se as identification who did/did not take an oath. Notary Public: My commission Expires: i MECHANICAL CONTRACTOR License #: Phone #: Applicant Signature: ELIZABETH INNE fiU u Notary Public • State of Florida Ei My Comm Exuues Mar 1 9015 ` 9 Cmnmrsarnn 11 EE 69416 o.n ', Bondeu fhruuvt,Nal ronE8tif'4103fii. Ullue: Print or Type Name: The foregoing instrument was acknowledged before me thus day of , 20 , by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: LASCAPING CONTRACTORND License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of 20 , by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: OTHER CONTRACTOR A License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of , 20 , by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: ELECTRICAL CONTRACTORY License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of , 20 , by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: PLUMBING CONTRACTOR License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of , 20 , by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: r MECHANICAL4CONTRACTOR x ...,..;.gym License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of , 20_, by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: LANDSCAPING CONTRACTORI Toll Landscape License #: 324-240608 Applicant Signature: The foregoing i who i Phone • 521 Estimated Value: 8, Gb0 . o0 acknowledged before me thus r who pro uced Notary Public: OTHER CONTRACTOR Print or Type Name: Kelly Marcia) 30 day of September 2011 by the above named person, as id My commission Expires: a• P,„ .• • . rot r'' yr oa MY COMMISSION * EE 120097 EXPIRES: August 8,2015 License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of , 20 , by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: ELECTRICAL CONTRACTOR License #: Phone #: Estimated Value: Applicant Signature: The foregoing instrument vas acknowledged before me thus., who is personally known to me or who produced Notary Public: Print or Type Name:_ Ow of_ __ , 20_ _. _ _, by the above named person, as identification who didldid not take an oath. My commission Expires: PLUMBING CONTRACTOR License #: Applicant Signature: Print or Type Name: Phone #: The foregoing instrument was acknowledged before me thus who is personally known to me or who produced Estimated Value: day of , 20, by the above named person, as identification who did/did not take an oath. Notary Public: My commission Expires: MECHANICAL CONTRACTOR License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus_____ __day of 20 • by the above named person, who is personaffy known to me or who produced,__ ___•_ __•_._ as identification who did/did not take an oath. Notary Public: Tuly commission Expires: LANDSCAPING CONTRACTOR License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus___ ____... _ ________day of_ _._.____, 20__, by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: OTHER CONTRACTOR Low volr44GE..-OPT/ 4V,4 V/DEO/ uD,OSDLuT1MN$, INC . License #: CC I3Do 9 / "' Phone #: 030 28/p- 6230 Estimated Value: g pp Applicant Signature: Print or Type Name: S7- V6 4) M9Wl2L?4 CME/2. The foregoing instrument was acknowledged before me thus 2,312.$ETZ1Ddayof.23 201L, by the above named person, l 4.4 - 9. yo f ' Oas identiiication who did/did not take an oath. who is person Notary Pu to me ar bio produced 1.Al:' .I JI ' lt rja iti JESSICA T. AFFLECIL Notary Public, State of Florida ,5 Commissl es Apr. 1694 3, 2014 My aorta, exp .. _ . My commission Expires: AV2U ,2D14, 1-colv,E / C41 s€cuet CFN # 110443021, OR BK 48384 Page 103, Page 1 of 1, Recorded 12/19/2011 at 01:06 PM, Broward County Commission, Deputy Clerk 3330 a PermitN 2011120/90 FODON NOTICE OF COMMENCEMENT The undersigned hereby gives notice mat Improvement will be made to c.rtaln real property and In accordance with Chapter 713. Florida Statutes, the following Information is provided M this Notice of Commencement : ar, ,«nvwb.r.wtW 1. Legal Description of Property: Lot30 Block D Unit9_ Bldgs_ Lengthy legal attached Subdtvlsion/Condominium: Parkland Golf& Country Club Street Address U available: 8132 Bradford Way 2. General description of Improvement : New Construction - Rade res.& IL V LJM7'sgD M4JC7oCISSN/V 3. a. Owner name and address: " ' 1 nd.665 L0€ 9425 Old Club Road Parkland, F1.33076 b. Interest in property: Fee Simple e, Nameand address offeesimple titiehold.r (ifother than Owner): 4.8 Contractor name and address: b. Contractor's phone number: 5. a. Surety name and address: b. Surety's phone number. 0. Amount of bond: 6. a. Lend.r name and address: b. Lend.,'. phone number: TotiOrlandolimited Partnership 951BrokenSound Pkwy ale0Bou Raton, FL33487 561.999.1877 N/A 7 a. Persons within the State of Florida designated byOwner upon whom notices or other documents may be served es provided bySection 713.12)1)(x)7., Florida Statutes: Name: lames McDade, ij1 lodll r''661W Address: 9425Old ClubRoad Parkland, FL33076 9. Phone number: 954-905-1350 IL a. In addition to himself or herself, N. owner designates Alexandre de Chabert 8519 Dittman Road, West Palm Beach, FL 33411 10 =ere acopy ofLlenofs Notice per8e $on713.13(1Kb}, Wanda b. Phone number of person or entitydesignated by owner 561.7923855 9. Expiration data ofnotlu of commencement : 1M uptake dab Is twat. eon do ddb ofmoan(' Mess oddment data bspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I• SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST B - ORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO • ' FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR REC • r. -J1 G YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow/n. thorized 0f11eernWeetorlPartnerlM.na$er By — By Int Nam* ' •ode Mint Name TRW/Ohba 1R 'resident 71geJODke STATE OF FLORIDA 1) y1 The foregoing COUNTY OF BInsmInstrument acknowledged before me this —` dayof 1 0 `r ,3100 By S i:VLGC71Z' ter -to 14 ft. 0" IDPenal*known. of l :the typeof kbteficat C Signature of Notary Pub: Pont e: EAL) VERIFICATION PURSUANT TO SECTION 82.529. FLORIDASTATUTE Under penalties ofperjury. I declare Nat 1Dave read the foregoing and that tlr facts stated in It wetrue, toLIy416t ofmy knowledge and miler. Signature(s) of Own BY ins)' Authortted ONIeerlDirectorlPartner(Mn 1._w vera . r JULEBEOM LrYCCANISSlQN IEE 1200P7 16 Bade DORM: UAugust IX PO 1 hereby certify this document to be a true, PU,wnW,q,,, GOtd M/sG;y' correct and complete copy of the record Oy£ my office. Dated this \ day O: CREATED ) ufil n `OO .00T 1st ?37= GxL1' 1015 ii tai Of ` • yd F1 f'• e1 CO ._._ hw,„uIrWnh1 A By Deputy Clerk Checklist Print CDPR1014 - Checklist Print PLAN.ENGINEERING - ENGINEERING PLAN REVIEW PERMIT NUMBER: 2011120190 STATUS DATE USER ITEM NO 12/28/2011 ENG09 1. ENGINEERING PLAN REVIEW BY: AZITA BEHMARDI Missing the overall site drainage plan. Engineering PLan Review Fee: $210.00 PEND 2. City of Parkland Printed on 1/27/2012 9:10:04AM CD -Plus for Windows 95/98/NT Page 1 of 1 Printed By:ADM13 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT BUILDING RESIDENTIAL Confirm. #:644 MASTER #: 2011120190 PERMIT #: 2011120190 PERMIT TYPE: BR ISSUED DATE: 01/31/2012 BY: ADM13 JOB DESCRIPTION: SINGLE FAMILY RESIDENCE /. POOL # JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 400,292.00 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: ALEXANDRE P DECHABERT DBA: TOLL ORLANDO LIMITED PARTNERSHIP TYPE: CONTRACT JOB PHONE: (561)637-8890 CERT NBR: 7474 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 t CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT #: 2011120191 PERMIT TYPE: EL JOB DESCRIPTION: ELECTRICAL SUB FOR SFR JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 8,350.00 PERMIT ELECTRICAL Confirm. #:613 MASTER #: 2011120190 ISSUED DATE: 01/31/2012 BY: ADM13 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: JOSEPH H STRADA DBA: DEL AIR ELECTRICAL SERVICES TYPE: CONTRACT JOB PHONE: (407)333-2665 CERT NBR: 7608 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT #: 2011120192 PERMIT TYPE: PL JOB DESCRIPTION: PLUMBING SUB FOR SFR JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 8,885.00 BLOCK: D ADDR NBR: OWNER NAME: PERMIT PLUMBING Confirm. #:582 MASTER #: 2011120190 ISSUED DATE: 01/31/2012 BY: ADM13 LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE 13386 TOLL PARKLAND GSC LLC APPLICANT: KOZAN, GARY DBA: RIDGEWAY PLUMBING TYPE: CONTRACT JOB PHONE: (561)732-3176 CERT NBR: 1411 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT #: 2011120193 PERMIT TYPE: ME JOB DESCRIPTION: MECHANICAL SUB FOR SFR JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 7,535.00 PERMIT MECHANICAL Confirm. #:551 MASTER #: 2011120190 ISSUED DATE: 01/31/2012 BY: ADM13 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: ROBERT G DELLO RUSSO DBA: DEL AIR HEATING A/C & REFR INC TYPE: CONTRACT JOB PHONE: (407)333-2665 CERT NBR: 7620 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT LANDSCAPING PERMIT #: 2011120194 PERMIT TYPE: LS JOB DESCRIPTION: LANDSCAPING SUB FOR SFR JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 8,000.00 Confirm. #:520 MASTER #: 2011120190 ISSUED DATE: 01/31/2012 BY: ADM13 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: KELLY MARCIAL DBA: TOLL LANDSCAPE TYPE: CONTRACT JOB PHONE: CERT NBR: 7721 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT LOW VOLTAGE Confirm. #:489 MASTER #: 2011120190 PERMIT #: 2011120195 PERMIT TYPE: LV ISSUED DATE: 01/31/2012 BY: ADM13 JOB DESCRIPTION: LOW VOLTAGE (TV, PHONE, ALARM) JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 500.00 BLOCK: D ADDR NBR: OWNER NAME: LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE 13386 TOLL PARKLAND GSC LLC APPLICANT: STEVEN G. MOHRBACHER TYPE: CONTRACT JOB PHONE: (239)289-6230 DBA: OPTIMUM VIDEO/AUDIO SOLUTIONS CORP CERT NBR: 7842 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT COMBO SLIP 3o(t APPLICANT CERT NBR DBA CNALEXANDRE P DECHABERT 7474 TOLL ORLANDO LIMITED PARTNERSHIP OWNER INFORMATION TOLL PARKLAND GSC LLC 250 GIBRALTAR RD HORSHAM PA 19055 - MASTER NBR 2011120190 PERMIT NBR TYPE STATUS AMOUNT DUE 2011120190 BUILDING RESIDENTIAL READY $4,998.81/ 2011120191 ELECTRICAL READY $1,263.09' 2011120192 PLUMBING READY $915.54' 2011120193 MECHANICAL READY $803.28/ 2011120194 LANDSCAPING READY $322.00' 2011120195 LOW VOLTAGE READY $278.70' City of Parkland TOTAL DUE $8,581.42 THIS IS NOT A RECEIPT Printed on: 1/27/2012 9:22:06AM CD -Plus for Windows 95/98/NT CDPR1120C - Combo Slip CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT #: 2011120196 PERMIT TYPE: RF JOB DESCRIPTION: ROOFING SUB FOR SFR JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 11,000.00 PERMIT ROOFING Confirm. #:458 MASTER #: 2011120190 ISSUED DATE: 02/06/2012 BY: ADM14 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: DI FALCO, CHARLES E DBA: ACTION ROOFING SERVICES INC TYPE: CONTRACT JOB PHONE: (954)776-0590 CERT NBR: 1118 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 City of Parkland, Florida BUILDING PERMIT APPLICATION 1 ( Contact Person: I! s rIt$ v/'t'FtlCv www.cityofparkland.org Phone #: 95V -776 O +776 — 70 E-mail: dfke6/I I 0n/4145;114 ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135: MASTER PERMR NUMBER 9 0 1, 1 20 / 47 40CONTRACTOR '. ' /Iq t n 1'iltC 58r0( r‘ I A.C. CONTRACTOR'S'• STREET ADDRESS )9l0 /VW IS r" 5A 1 PROPERTY OWNER'S NAME ST ZJP PHON s'1=::77b ) OWNER'S STREET ADDRESS CITY: STATE IP PHONE # ADDRESS 8133 $eADFo2o 14/.4-ri , fARYZAAM Ft 33074 LOT ? 30 BLOCK O SUBDMSION P6 CC. WORK DESCRIPTION.' /j/ 0 +) —r I d ! /p° .' Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all laws regulating construction in the City of Parkland, Florida. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, SHUTTERS, ETC. ESTIMATED COST ENGINEERS NAME F r. ENGINEERS PHONE# ENGINEERS ADDRESS,. CITY : STATE •" ,ZIP ARCHITECTS ARCHITECT'S, PHONE # ARCHtrECT'S:• ADDRESS CRY STATE - ZIP MORTGAGE. COMPANY'S NAME MORTGAGE COMPANY'SPHONE "# MORTGAGE COMPANY'S CITY STATE ZIP BONDING " COMPANY'S;NAME BONDING,': COMPANY'S PHONE # BONDING COMPANY'S,- ADDRESS OMPANY'S' ADDRESS.....,..•,:i:Si STATE ZIP WARNINGTO OWNER: YOUR FAILURETO RECORD A NOTICE OF COMMENCMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT PLEASE pRINT NAME OF QUALIFIER OR OWNER/BUILDER (Owner/Builder Affidavit Required) Lries Q; F4lc 0 FLORIDA STATEERTIRCATIO1EGlSTRATION # SIGNA rf ":O,/ALI X On this 4,4r-(<` ZF `/--/ NOTARY•• + :UC, $TATE OF • "IDA tC day of h?c ,t der BROWARD COUNTY CENTRAL EXAMINATION BOARD CERT. OF COMPETENCY SIGNATURE OF OWNER/BUILDER' X 20 )1 , before me, the undersigned Notary Public of the Stateof Florida, personalty appeared and whose name is subscribed to and within the instrument, and he/she acknowledges that he/she executed it. Witness my hand and official seal. PRINTED NAME OF NOTARY PUBUC 1ersonally known to me, or I] Produced identification NOTARY PUBUC * SEAL OF OFFICE: Oath taken Oath not taken oto` : P&, ANDRES SANCHEZ MY COMMISSION .# DD 978347 pp;, EXPIRES:,April4, 2014 TinBondedBudgetNotaryNota Services EOF OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. SIGNATURE OF OWNER X On this day of 20 , before me, the undersigned Notary Public of the State of Florida, personally appeared and whose name is subscribed to and within the instrument, and he/she acknowledges that he/she executed it. NOTARY PUBUC, STATE OF FLORIDA PRINTED NAME OF NOTARY PUBUC I] Personally known to me, or Produced identification Oath taken Oath not taken Witness my hand and official seal. NOTARY PUBUC SEAL OF OFFICE: Application Approved By Permit Officer Date REV. 07/07 CHAPTER 15, SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the desigted space indicates that the item has been explained. 1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High -Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code should be addressed as part of the agreement between the owner42andthecontractor. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with current provisions of Chapter 16 (High -Velocity Hurricane Zones) of the Florida Building Code, Building. (The roof deck is usually concealed prior to Removing the existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (ie., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water. The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should befcorrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapters 16 and 16 herein and the 17... Florida Building Code, Plumbing. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owne s Signature IZ Date Contractor's Signature HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Section A (General Information) l` Process No. Contractor's Name, AGt a+1 AOf%-rny4en'ce5 inC• Job Address Low Slope Asphaltic Shingles ROOF CATEGORY WMechanically Fastened Tile 0 Mortar/Adhesive Set Tile 0 Metal Panel/Shingles 0 Wood Shingles/Shakes 0 Prescriptive BUR -RAS 150 WNew ROOF TYPE Roof 0 Reroofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3, Z 7-a 3,27-0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 44.20 FLORIDA BUILDING CODE — RESIDENTIAL HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: P 49 Product Approval Number: 11- Oil 114 , 6g Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: /1/4 P2: /U/4- P3: 1/4 Maximum Design Pressure 01 ZProductApprovalSpecificSystem: // Method of tile attachment: 2- /00 Esq//, ,e•-• /14ds /J04 A,'l e Roof Slope: 12 44.22 Steep Sloped Roof System Description Deck Type: 2JI() odd ype Underlayment: Insulation. listpPr .7y 3dis 01 - Fire Barrier: Ridge Ventilation? A/t it/A Fastener Type & Spacing: Adhesive Type: Mean Roof Height. 30 b/. d2.s. &I/71 47"o.c.ohes 2/is iz,' Ash 4P Aspk4 I ype Cap Sheet: Asim 9©# )- 1(k t)nd dayi-o - Roof Covering: y u /,4 GenaJa ''s t. Type & Size Drip dge: L Z', Z -4,09c 2")(3" &aIto . FLORIDA BUILDING CODE — RESIDENTIAL HIGH -VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment . ased tile systems, choose either Method 1 or 2. -ompared the values for Mrwiththe va om Mr. If the Mr values are grethan or equal to the Mr values, for each area of the r i : hen the tile attac ' ent method is acceptable. Method 1 "Moment Base "t Iculations Per RAS 127" Pt: x A. =______) - M = Mrt Product Approval Mr P2: x A. = - d = Mr, Product pproval Mr P3: x A. = _) - Me: = Mr3 Product Approval Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below L• U Product Approval Mr L//, Z - Mr Required Moment Resistance* Mean Roof Height --O. Roof Slope 4 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 2.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Must be used in conjunction with a list of moment based ti a systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" P1:xl:=x w:= )-W: xcos G: = Fn: P2:_xl:=x )-W:xcos = Fe2: P3:xI:=x w: -W:x s0.•= Fra: Product Approval F ProductApproval F' Product Approval F' ere to 4 btain Information Description Symbo Where to find Design Pressure PI or P2 orP3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H ob Site RoofSlope B J. , Site Aerodynamic Multiplier Pr... tApproval Restoring Moment due to Gravity M, Produc pproval Attachment Resistance Mr Product . 'royal Required MomentResistance M, Calculated Minimum Attachment Resistance F' Product Appm .1 Required Uplift Resistance F, Calculated Average Tile Weight W ProductApproval Tile Dimensions I= length w= width ProductApproval All calculations must be submitted to the Building Official at the time of permit application. FLORIDA BUILDING CODE - RESIDENTIAL 44.23 MIAM!•17ADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (13NC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/building/ Entegra Roof Tile, Inc. 1289 NE 9th Ave. Okeechobee, FL. 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction . AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. Ifthis product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within theirjurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION: Bela "High S" Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application_ has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This renews NOA # 09-0512.15 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Material: Deck Type: Roofing Roofing Tiles Concrete Wood 1. SCOPE This approves a roofing system using Entegra Bella "High S" concrete roof tile as manufactured in Okeechobee, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Bella "High S" Trim Pieces Test Dimensions Specifications L= 16%" W=13-I/d" Thickness = %" 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED Test Agency IBA Consultants, Inc. Redland Technologies Redland Technologies Redland Technologies . Redland Technologies MIAMI•DADE COUNTY APPROVED TAS 112 TAS 112 Test Identifier Product Description High profile, interlocking, extruded concrete roof tile equipped with two nail holes. For mechanical, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Test Name/Report 2421-94 ASTM C 1167 7161-03 Static Uplift Testing Appendix III TAS 102 & 102(A) Letter Dated Aug. 1, Wind Tunnel Testing 1994 TAS 108 (Nail -On) P09647-01 Wind Tunnel Testing TAS 108 (Mortar Set) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails Date June 2006. Deo. 1991 Aug. 1994 Aug. 1994 Sept. 1993 NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 2 of 7 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services. Celotex Corporation Testing Services Walker Engineering, Inc: Walker Engineering, Inc. 94-083 94-084 25-7094-(3; 6 & 9) 25-7120-(1 & 2) 25-7183-(3 & 4) 25-7214-(3, 4, &7) 25-7804-4 520111-3 520191-2-1 Calculations Calculations Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102. Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moment April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 March 1999 June 2007 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A', Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. - 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. MIAMt•DADE COUNTY APPROVED NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 3of7 4. INSTALLATION 4.1 Entegra Sales, Inc.'s Bella "High S" concrete roof tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Bella "High S" Tile 10.5 1.375 1.08 Table 2: Aerodynamic Multipliers - A (ft') Tile A (ft3) A (ft$) Profile Batten Application Direct Deck Application Bella "High S" Tile 0.349 0.378 Table 3: Restoring Moments due to Gravity - Md (ft-Ibf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" Greater than 7":12" Bella "High S" Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.19 6.89 6.11 6.80 5.99 6.67 5.85 6.51 5.68 6.33 5.50 6.13 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck min 15/32" plywood) Direct Deck min. 19/32" plywood) Battens Bella "High S" Tile 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2-10d Ring Shank Nalls' 33.1 48.1 50.9 1. Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile: MIAMI.DADE COUNTY APPROVED NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 4 of 7 Table 5: Attachment Resistance Expressed as a Moment Ulf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bella "High S" Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a.Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bella "High S" Tile Polyfoam PolyProTM 66.5' • Poyfoam PolyProTM 38.79 3 Large patty placement of 63grams of PolyProTN'. 4 Medium patty placement of 24grams of PolyProh. Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems Tile ProfileApplication Tile Attachment Resistance Bella "High S" Tile Mortar Setb 24.5 5 Tile -Tate Roof Tile Mortar. MLAMt•OAOE COUNTY APPROVED NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below, or following statement: "Miami -Dade County Product Control Approved". OR ENTEGRA SALES BELLA "HIGH S" CONCRETE TILE LABEL LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies ofthe following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation ofthis system. MIAMI-DADE COUNTY APPROVED NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 6 of 7 MIAMI•DADE COUNTY APPROVED PROFILE DRA'WJNG 41111111/13-1411 END OF THIS ACCEPTANCE NOA No.: 11-0414.08 - Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 7 of 7 i, M IA M IRADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) O'Hagin's Inc. 210 Classic Court, Suite #100 Rohnert Park, CA 94928 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: O'Hagin's Cloaked Vent Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. . INSPECTION:. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #08-0212.05 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No 09-0316.04 Expiration Date: 04/14/13 Approval Date: 05/06/09 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Sub -Category: Materials: Roofing 07720 Static Roof Vent 26 ga. Steel; .032 Aluminum; 16oz. Copper TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specification Description O'Hagin's Cloaked Vent 29" x 19" x.2" TAS 100 Metal roofvent for tile roofs Tile ® S -Profile O'Hagin's Cloaked Vent 26-'14" x 19" x 2" TAS 100 Metal roof vent for tile roofs Tile ® M -Profile O'Hagin's Cloaked Vent 26" x 19-1/2" x 2" TAS 100 Metal roof vent for tile roofs Tile®Flat-Profile Primary Vent - Standard 24" x 11" x''A" TAS 100 Flange Primary metal vent flashing for Flat; M, and S Profile vents Primary Vent - Diverter 24" x 11" x 1/2" TAS 100 Primary metal vent flashing with a Flange diverter for Flat, M, and S Profile vents TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Product Roofing Nails Flat Head Wood Screws Drip Edge Roofing cement Dimensions Minimum # 12 8 x 2" or 50.8cm 2" x 2" 50.8 x 50.8cm) nominal Test Specification TAS 114 TAS 114 TAS 114 Product Description Corrosion resistant annular ring shank nails Corrosion resistant wood generic screws AZ -55 galvanizedmetal drip generic edge. Manufacturer generic TAS 121 roofing cement generic EVIDENCE SUBMITTED APPROVED APPLICATIONS Test Agency/Identifier Name Report PRI Construction TAS 100(A) OHI -025-02-01 Materials Technologies PRI Construction TAS 100(A) OHI -014-02-02 Materials Technologies PRI Construction TAS 100(A) OHI -026-02-01 Materials Technologies Center For Applied PA 100A MTS No. 257732b Engineering, Inc. MIAMI-DADE COUNTY APPROVED Date 01/10/08 12/08/07 01/10/08 07/30/96 NOA No 09-0316.04 Expiration Date: 04/14/13 Approval Date: 05/06/09 Page 2 of 9 APPROVED APPLICATIONS Deck Type: Wood Deck Description: 19/ 32" (1.51cm) or greater plywood or wood plank System Type A: Mechanical attachment of vent under tile Slot: Mark a 19" x 7" opening centered between layout lines and aligned approximately as shown on exposure lines as seen in Detail A. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Setprimary vent (with or without diverter) in a 1/8" (2.54cm) bed of asphalt roofing cement. Secure primary vent to the roof deck with 1-1/4" x.3/8" 3.16 x .953cm) galvanized ring shank roofing nails spaced 4" (10.16cm) o.c. Seal nails with an approved ASTM D 4586 roofing cement, sealing primary vent flange with a layer of Perma glass mesh buttered into the roof cement around the flange. The tile vent can now be centered over the primary vent and nailed at the head with 2 ea. 1-1/4" x 3/8" (3.16 x .953cm) galvanized ring shank roofing nails. See Detail A. Ventilation Calculations: See manufacturer's published literature for net free area GENERAL LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. The installation shall be applied in compliance with the manufacturer's current published application instruction and the requirements set forth in applicable building code. 3. Wind Clip hooks shall be fully engaged under head ofpreceding tiles. 4: O'Hagin's Cloaked vent tile may be installed on roofs up to roof inean heights of 40 ft. NOA No 09-0316.04 Expiration Date: 04/14/13 Approval Date: 05/06/09 Page 3 of 9 Detail "A" PRIMARY VENT (WITH OR WITHOUT DIVERTER FLANGE) INSTALLATION 1.Mark and cut a 19" x 7" hole in the roof deck Centered between layout lines and aligned Approximately as shown on the exposure lines. Set blade to the thickness of the sheathing) 2. Seal using sufficient amount of locally approved sealant around outer flange of Primary vent. 3. Attach at 4 -inch centers using approved roofing 4. Flash using locally approved peel and Nails of sufficient length to penetrate the stick. Sheathing. MIAMEDADE COUNTY APPROVED NOA No 09-0316.04 Expiration Date: 04/14/13 Approval Date: 05/06/09 Page 4of9 S -TILE VENT INSTALLATION 1. Install secondary vent cover, bending the 2. Secure with approved roofing nails of Wind clip tightly under the preceeding course sufficient length to penetrate the Of tile, adjusting for head lap. Sheathing. M -TILE VENT INSTALLATION dP104' , t„,..4,41:,•-: • Ifft. 4.""A k17...;'. • 744:- R••,..•••• 4e- • '• -,•?” n6a • 4., 11.4..e.r. • 4 1. Tile is inserted between perforated top of secondary vent cover and bottom flanged with water channel. Bend the wind clip tightly under the preceding course of tile, asjusting for head lap. The secondary vent cover takes the place of two field tiles. MUUMIDADE COUNTY APPROVED NOA No 09-0316.04 Expiration Date: 04/14/13 Approval Date: 05/06/09 Page 5 of 9 FLAT -TILE VENT INSTALLATION 1. Tile is inserted between louvered top of secondary ventcover and bottom flanged with water channel. Bend the wind clip tightly under the preceding course of tile, asjusting for head lap. Remove 2 to 3 inches of the tile batten lug on either side of the secondary vent cover for proper fit. For tiles with continuous lugs, a portion of the lug may be removed as needed for wind clip installation. The secondary vent cover takes the place of two field tiles. NOA No 09-0316.04 Expiration Date: 04/14/13 Approval Date: 05/06/09 Page 6 of 9 goo 40 og00 I 888 Oe Sg 000 TOP 000040000g0000 00 O0Q00" 00 I° a0 oggor0 DETAIL "B" M -PROFILE 19' - 24 1/2' z- - 1/2 - FRONT S -PROFILE 21 i/r FRONT MIAMI-DADE COUNTY APPROVED 1 LEFT RIGHT BOTTOM 3 1%2" 4 1/.2' 3 1/f - 4 1/2' LEFT R_1GHT NOA No 09-0316.04 Expiration Date: 04/14/13 Approval Date: 05/06/09 Page 7 of 9 FLAT -PROFILE 2" FRONS Ij 2• BACK MIAMIDADE COUNTY APPROVED Fa 17 1/Y 29- sr BOTTOM 1, 4 UW 2' LEFT 1 r -2 - RIGHT 19* NOA No 09-0316.04 Expiration Date: 04/14/13 Approval Date: 05/06/09 Page 8 of 9 PRIMARY VENT DETAIL STANDARD FLtia DfVERTER ELANGE. . 1 SC' e 24 - BOTTOM L fj2' — al4- ...,.t 13he" FRONT t } FRONT 11' J i. ,- _ :,.- ..r e a 4th/is BACKBACK 1lir - 3ie i3/1rL1. '-Jf/7'-314` LEFT } LEFT lit' — W 1/2" .. 3/r r -----le 113/1154 RIGHT r Mfgr t END OF THIS ACCEPTANCE MIAMWADE COUNTY APPROVED NOA No 09-0316.04 Expiration Date: 04/14/13 Approval Date: 05/06/09 Page 9 of 9 CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 02/03/2012 Permit Number: 2011120190 Lot:30 Block:D Subdivision:PGCC2*DE Job Address: 8133 BRADFORD WAY Work Description:SINGLE FAMILY RESIDENCE / POOL # Contractor TOLL ORLANDO LIMITED PA Phone: (561)637-8890 DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL a --."‘- /Z ELECTRICAL PLUMBING MECHANICAL Zoll 12o t9O NORTH SPRINGS IMPROVEMENT DISTRICT 10300 N.W. 11th Manor Coral Springs, Florida 33071 954) 753-0729 RECEIPT FOR UTILITY SERVICE REQUEST INVOICE: N211944 TOLL BROTHERS NOVEMBER 9, 2011 applicant) (date) 9425 OLD CLUB ROAD 547-0157-01 billing address) (account number) PARKLAND, FLORIDA 33076 city, state, zip) JULIE BECHTEL 954-905-1350 APPLICANT IS FAMILIAR WITH THE TERMS AND CONDITIONS CONTAINED IN THE APPLICATION FOR WATER SERVICE AND ACKNOWLEDGES AND AGREES TO ABIDE BY THE TERMS AND CONDITIONS CONTAINED THEREIN. METER USE FEE 5/8" METER $ 500.00 SYSTEM CONNECTION FEE 3025.00 WATER USE DEPOSIT TO BE CHARGED ON FIRST BILL REPAIRS meter number) installation date) 813 BRADFOR WAY CHECK # by) CASH $ BY J /Q PAY THIS AMOUNT $ 3525.00 919-/34( $ 352"ov service address) 30/D/PGCC/POD 17/18 legal descrp.) 17-A/11 APPLICANTS SIGNATURE DATE COPIES: White/Builders Copy - Pink/Building Permit Copy - Yellow/Office Copy - Green/Connect Order, W/S - Gold/Connect Order, Office BRZAWARD 0110.- COUNTY FLORIDA Environmental Protection and Growth Management Department DEVELOPMENTAND ENVIRONMENTAL REGULATION DIVISION 1 North University Drive. Buldhg A. Sulte 102 Plantation, Florida 33324 954-357-6666 FAX 954-357-6521 Development Review Fee Statement ZotUra:(p400 war APPIICAIIT INFORMATION Owner (or Agent): Liz Rua (John Smoke) Phone: (954) 905-1350 Malting Address: 9425 Old dub Road Parkland, R. 33076 Development/Project Name: Parldand Golf & Country Club, SFR Plat Name: Parldand Golf and Country Club #2 Book: 174 Page: 137 DMIS #: 05944P-03 Lot(s): 30 Block(s): D Building #: FEES p...... v own NEU 1 4 VALMATIOal 8f779.00 Educationalmpect-SchoolresZoneA-Siviefauty 14-brO*8,779.00 4 OE DPW HANAGEHENt DIVISION. 4779.00 Totzt tbr Iteddarttal EducciitictM Wiped Date: 12/19/' Tr"' WitC: 1111 1.0HER RECEIPT *** 11 Receipt No: 89062417 Trans number: 8014 JOHN SWUM ter...144. 8/779.00 Grund Tots! Project No: 1.7)schp- - 111 CK 09139/01 CHOW Lim eN:k 4 we,. 81779.08 81/79.00 0.00 City of Parkland Plan Log Out This form must be completed before plans can be logged out Zoning (Structural )Electrical ( ) Plumbing (Mechanical O Fire (Engineering Notified Date(s): l5112 - Permit #: Z-ol 1 120 lR o Permit Type: F72, Contractor / Owner Name: i o S Site Address: Owner Name: 3o Date Logged Out: 1 I C t 1 2. By: ApA Nt 1 • gu c.i^ Print name ONLY Please! Company / Title: -Col-- ? fO1 Et?S / ?IA 10/05 Checklist Print CDPR1014 - Checklist Print PLAN.ME - REVIEW MECHANICAL DATE USER ITEM D PERMIT NUMBER: 2011120190 12/24/2011 MECO5 1.FBC/MECH/BRA/106.3.11 Two sets of plans missing 2nd floor plan City of Parkland Printed on 1/5/2012 10:21:22AM CD -Plus for Windows 95/98/NT Page 1 of 1 Printed By:ADM13 Checklist Print CDPR1014 —Checklist Print PLAN.ENGINEERING - ENGINEERING PLAN REVIEW PEND DATE USER 12/28/2011 ENG09 to PERMIT NUMBER: 2011120190 ITEM 1. ENGINEERING PLAN REVIEW BY: AZITA BEHMARDI Missing the overall site drainage plan. Engineering PLan Review Fee: $210.00 2. City of Parkland Printed on 1/5/2012 10:21:OOAM CD -Plus for Windows 95/98/NT Page 1 of 1 Printed By:ADM13 Checklist Print CDPR1014 - Checklist Print PLAN.FBC:R-3 SFR - RESIDENTIAL FL BLDG CODE 2004 OIC PERMIT NUMBER: 2011120190 STATUS DATE USER ITEM INFO 12/29/2011 BLD16 Plan Review by: , # hours: Date:_/_/_, 2004 Florida Building Code Plan Review for Single Family Residence. References are to FBC, Building; FBC, Residential; BCAP for Broward County Administrative Provisions (Chapter 1) First review 12 -29-11 NTH YES 12/29/2011 BLD16 1. BCAP 106.3.10: TWO SETS OF SEALED PLANS DRAWN TO MIN. (1/4" = 1') SCALE ON MAXIMUM 24" X 36" SHEETS. Aron P. Barley Registered architect Gary McDougle P.E. YES 12/29/2011 BLD16 2. BCAP 106.3: Provide Group, Occupancy and Type of Construction on Plan. R-3, VB Unprotected YES 12/29/2011 BLD16 3. BCAP 106.3.8: Plan reviewer to check SURVEY: add 1.5' to highest crown of road elevation to determine minimum finished floor elevation required: 14.04 min. F.F. elevation required YES 12/29/2011 BLD1.6 4. BCAP 106.1.3: FINISHED FLOOR elevation as shown on plan by Architect or on Site Plan by Surveyor: (must meet or exceed calculated value in item 3 above) 14.30 proposed F.F. elevation N/A 12/29/2011 BLD16 5. PINETREE / RANCHES: (1) Septic tank and well require 100' seperation and 50' from property lines; (2) Health Department Stamp on Plans; (3) Copy of Private well permit; (4) Copy of Septic Tank Permit. N/A 12/29/2011 BLD16 6. PINETREE: (1) Per City Ordinance 16-22 & 16-42, applicant must submit drainage plan, to be reviewed by City Engineer. (2) Per 16-23 & 16-44 survey must show dedicated drainage easements, 5' wide at sides and 17.5' wide at rear. City of Parkland Printed on 1/5/2012 10:20:36AM CD -Plus for Windows 95/98/NT Page 1 of 7 Printed By:ADM13 4CDPR101}4 - Checklist Print YES 12/29/2011 BLD16 YES PERMIT NUMBER: 2011120190 7. ENERGY EFFICIENCY: BCAP 106.1.3; FBC Chapter 13: Verify that plan follows energy calculations for square footage of conditioned space, minimum R -values. EPL Card signed by builder. If it appears correct, sign and date energy calculation form. 3,363 under A/C 12/29/2011 BLD16 8. APPLICATION: Check for authentic form with correct address and notarized signatures. YES 12/29/2011 BLD16 9. DPEP: Verify Permit application data with DPEP Form & Stamp on plans. Insure that date on stamp is not more than 30 days from the date of permit application: If it appears correct Plan Reviewer to Sign DPEP form where indicated. DPEP Form # 000355450 YES 12/29/2011 BLD16 10. BUILDING CALCULATIONS: # of Bdrms/Baths / ; Total Sq Ft under roof Paving sq. ft.; Side walks sq. ft.; Privacy or Wing Walls lineal ft.; Number of Storys ; Balcony Railing Y / N; Screen Footing Y / N; Shutters Y / N Bedrooms - 4 Bathrooms - 3 Total S.F. under roof - 4,351 S.F. Paving - 860 S.F. Sidewalks - 320 S.F. Wing Walls - N/A Two Story Balcony Railing - Yes Screen Footing N/A Shutters N/A ( Impact windows and Doors) MRH 24 Ft. 7 in. with 5/12 pitch YES 12/29/2011 BLD16 11. SOIL TREATMENT: FBC 1816 & 2326.5, R4409.13.5: Specified on Plans. Letter of Intent for Sentricon Bait System from Home Team Pest Defense YES 12/29/2011 BLD16 12. DESIGN BEARING CAPACITY OF SOIL: FBC 1818, R4404.2.1: Specified on Plans. 2500 PSF N/A 12/29/2011 BLD16 13. Continuous WALL FOOTINGS: Sizes: 1819.2, 1 -Story: min 12" deep by 16" wide; 2 -Story: min 12" deep by 24" wide. Steel Reinforcment per FBC 1819.3, R 4404.3.3. »OR« Statement on Plans: Designed by Rational Analysis. City of Parkland Printed on 1/5/2012 10:20:36AM CD -Plus for Windows 95/98/NT Page 2 of 7 Printed By:ADM13 CDPR1014 - Checklist Print N/A YES YES YES YES N/A YES 12/29/2011 BLD16 12/29/2011 BLD16 12/29/2011 BLD16 12/29/2011 BLD16 12/29/2011 BLD16 12/29/2011 BLD16 12/29/2011 BLD16 City of Parkland PERMIT NUMBER: 2011120190 14. PRIVACY WALL / FENCE: Perscriptive Masonry as per FBC 2121.8, R4404.3.2.2. »OR« Reinforced Unit Masonry FBC 2122. Wood: FBC 2328.1. Foundations FBC 1819.2.2. Top of footing 16" below grade FBC 1819.2.3, R4404.3.2.3. 15. SLAB ON FILL: fibermesh FBC 1820.3 retarder FBC 1820.4, recess FBC 1820.3.4, Min 8x8 footer w/1#5 Min 4" thick, R4404.4.3. 1911.1, R506. R4404.4.3.4. bar FBC 1820. wire mesh / 6 -mil Poly vapor 2.3. Min 3/4" Patio Slab: 3.5, R4404.4.3.4 16. MONOLITHIC FOOTINGS: Sizes: FBC 1821, R4404.5: 1 -Story: min 12" by 16", 2 -Story: 12" x 24" deep FBC 1821, R4404.5.1. Reinforcment FBC 1821.1.7, R4404.5.1.7. »OR« Statement on plan: Designed by Rational Analysis FBC 1821.1. Designed by rational anaylsis 16(a). Monolithic system shall be limited for the support of 2 storys and/or floors, or a maximum mean roof height of 25 ft. unless designed by a Professional Engineer FBC R4404.5.1.6. Designed by P.E. 17. TRANSFER REINFORCMENT: FBC 1821.1.13, R4404.5.1.13: Min #4 rebar 5' long with ACI hook 12" o/c around perimeter of monolithic slab unless otherwise determined by Rational Analysis. Designed by Rational anaylsis 18. PERSCRIPTIVE MASONRY DESIGN: FBC 2121, R4407: Tie Columns 16' o/c per FBC 2121.2.2, R4407.4.2.2. Horizontal Joint Reinforcment: 9 guage ladder type, extending min 4" into columns FBC 2121.1.6, R4407.4.1.6. Tie Beams FBC 2121.2.3, R4407.4.2.3. 19. ENGINEERED UNIT MASONRY: FBC 2122, R4407.5. Design Statement required on plan. Special Inspector per FBC 2122.4. Copy of BRA Special Inspector Form, signed and sealed along with Letter of Intent or Inspection Schedule as per BCAP 106.3, R4407.5.4 Printed on 1/5/2012 10:20:36AM CD -Plus for Windows 95/98/NT Page 3 of 7 Printed By:ADM13 CDPR1014 - Checklist Print YES 12/29/2011 BLD16 YES YES YES YES YES 12/29/2011 BLD16 12/29/2011 BLD16 12/29/2011 BLD16 12/29/2011 BLD16 12/29/2011 BLD16 12/29/2011 BLD16 City of Parkland PERMIT NUMBER 20. PARKING GARAGES: FBC R open into a sleeping room. 1-3/8" solid wood, solid / or 20 -min. fire rated door. habital rooms seperated by Floor sloped. 2011120190 309.1-3. (1) May not 2) Provide min honeycomb core steel, 3) Garages under min 5/8 type X. (4) 21. ATTIC ACCESS: FBC 1209, R314.5.3: Required where attic is of combustable construction, R807.1. Where equipment is installed, Where blown in insulation is used. (Ch. 13) Rough opening size may not be < 22" x 30", or sized for equipment. 22. WIND LOAD Design Criteria: FBC 1620, R4403.9, BCAP 106.3: Information required on construction plans. 23. WINDOWS, DOORS & GLAZING: A/E to specify Design Pressure FBC 2411.3.1.4, R4410.2.3.1.4, rough opening sizes, framework, attachments and waterproofing FBC 2411.3.1.6, R4410.2.3.1.6. 1. Door # 16 is not listed on window and door schelude. 2. Mullion # 7 is not listed on window and door schelude. See Page S-9 24. SAFETY GLAZING: Required within 48"•of door FBC 2411.4.3, R4410.2.4, Swinging/Sliding doors w/out cont. frame, Tub/Shower Enclosures, & glazing within 60" above FF FBC2411.6.2, R4410.2.6. Where a person may walk into/thru FBC 2411.4.2, R4410.2.4.3. 25. EMERGENCY ESCAPE & RESCUE OPENINGS: Sleeping Rooms) FBC 1005, R310.1 Window sill height max 44" above FF. FBC 1025.3, R310.1, Min. size 20" wide x 24" high, 5.7 sq ft FBC 1025.2, R310.1.1. 26. EXIT / ENTRY DOOR: R311.4.2: Minimum 36" wide. Printed on 1/5/2012 10:20:36AM CD -Plus for Windows 95/98/NT Page 4 of 7 Printed By:ADM13 CDPR1014 - Checklist Print PERMIT NUMBER: 2011120190 YES 12/29/2011 BLD16 27. FLORIDA ACCESSIBILITY CODE: Chapter 11: Requires min. 29" clear opening at one bathroom on the first floor, (2'8" door min.) FBC 11-11..1,• R222.1.1 YES 12/29/2011 BLD16 28. DETAILS: Arch framing of wood frame construction, Lumber sizes, connections, dimensions, impact resistivity, 2 x 6 framing 16" o/c. N/A 12/29/2011 BLD16 29. FIREPLACE: Factory -Built (R1004.1) Listed equipment & Manufacturer's specifications, hearth in accordance with mfg. specs. (R1004.2), Masonry hearth 8"/ 16" or 12" / 20", Mantels (Table R1003.1), Chimney Framing / Construction detail required. 12/30/2011 BLD16 30. VENTILATION: FBC 2326.3, R4409.13.3.2, Attic ventilation Q 1/150 or 1/300 with 50% of vents within 18" of ridge (FBC 2326.3.2) Roof vent calculation table on Page A-5.1.40 states amount of ventilation required. Please state on plans amount of ventilation that is provided. YES 12/30/2011 BLD16 31. EXTERIOR WALL SECTION: BCAP 106.3 & Chapter 21 (Masonry) and/or Chapter 23 (Wood). Roof and wall sheathing Exposure 1, minimum 19/32". FBC 2322.2.3, Exterior Wall Studs 2 x 6 min Q 16" o/c spacing FBC 2322.3, R4409.9.3. YES 12/30/2011 BLD16 32. INTERIOR NON-BEARING PARTITION WALLS: FBC 2318.2, R4409.5.2, BCAP 106.3. (1) Min 2 X 4. (2) Max 24" o/c spacing. (3) Stud partitions in wet areas shall be of PT wood or protected with 15 -pound asphalt -saturated felt, or other approved method. YES 12/30/2011 BLD16 33. INTERIOR / EXTERIOR WOOD FRAMED BEARING WALLS: FBC 2318: Over 8'-6" or supporting floor and roof loads requires design by rational analysis FBC 2318.1, R4409.5.1, Interior min 2 x 4, Exterior min 2 x 6 © 16" o/c spacing FBC 2318.1.2, R4409.5.1.2. YES 12/30/2011 BLD16 34. STEEL COLUMNS: FBC 2219: Attachment specified for top and bottom plates. Printed on 1/5/2012 10:20:36AM Page 5 of 7 Printed By:ADM13 City of Parkland CD -Plus for Windows 95/98/NT CDPR1014 - Checklist Print PERMIT NUMBER: 2011120190 YES 12/30/2011 BLD16 35. ROOF FRAMING PLAN: FBC 2319.10, R4409.6.10, Required information: Spacing and span of all roof members, details for support and bearing of roof structural system, uplift forces specified, all connectors specified. YES 12/30/2011 BLD16 36. PERMANENT LATERAL BRACING: FBC 2319.17.1.2, R4409.6.17.1.2. Lateral bracing required @ 10' o/c attached to bottom chord and restrained @ 20' intervals. YES 12/30/2011 BLD16 37. GABLE ENDS: Masonry Structures FBC 2121.2.4, R4407.4.2.4. Blocking 4' back from Gable end FBC 2322.2.3, R4409.9.2.3. Gable end design where permitted FBC 2319.17.2.1.6, R4409.6.17.2.1.6. Diaphragm bracing FBC 2319.17.2.4.4, R4409.6.17.2.4.4. YES 12/30/2011 BLD16 38. FLAT ROOF SECTION / BALCONY: Deck slope min 1/4" per ft, FBC R4402.4.2.2.1. Cut section of exterior balcony showing all framing, waterproofing, railing attachment. Designed for 601bs/sq ft (Table 1614). YES 12/30/2011 BLD16 39. IMPACT RESISTIVITY: FBC1626: Impact units or hurricane protection for all glazing FBC2413, R4410.2. Designated panel storage area. FBC2413.6, R4410.4.6. Assemblies deemed to comply FBC1626.4. Identify door to be used as emergency escape R311.4. Impact windows and doors. YES 12/30/2011 BLD16 40. 2 -Story FLOOR FRAMING PLAN: Direction and span of floor truss / girder system and floor sheathing FBC 2322.1, R4409.6. YES 12/30/2011 BLD16 41. 2 -Story DRAFTSTOP: FBC R4409.7.3.1. Floor / Ceiling assembly draftstop specified on plan so that horizonal areas do not exceed 1000 sq ft. City of Parkland Printed on 1/5/2012 10:20:36AM CD -Plus for Windows 95/98/NT Page 6 of 7 Printed By:ADM13 Checklist Print 12/30/2011 BLD16 PERMIT NUMBER: 2011120190 42. STAIRWAYS AND HANDRAILS: FBC 1009, R311.5.3, 2 risers + 1 tread not < 24" nor > 25". Min. riser 4", Max. 7-3/4". Min. tread 9" + 1" nosing. Landings, Handrails, Width, Headroom, Special Stairs. Guard rail 42" high FBC 1012.2, R4403.7.3.1 42 in. high hand rail at stairs located on 4 inch wide half walls required to be 34 to 38 inch high per FBCR 311.5.6.1 INFO 12/30/2011 BLD16 43. PRODUCT APPROVALS: Required for all components installed within the exterior envelope of the building. Doors, Windows, Skylights, Hurricane Shutters, etc. ***SUBMIT FOR REVIEW PRIOR TO TIE BEAM INSPECTION.*** YES 12/30/2011 BLD16 44. STRUCTURAL CALCULATIONS BY DESIGNER OF RECORD: BCAP 106.3.3. Calculations shall be submitted for the complete building for the structural requirements of the Code. Calculations are checked for submittal only and are subject to random review by staff engineer BCBRA. INFO 12/30/2011 BLD16 45. OVERVIEW: Check structural components by over-viewingfoundation, framing, and roof framing plans together as a whole. Column pads, footings, columns, girders, bearing points, knee walls, ceiling heights, etc. 1-B5 Beam at from entry of home is not listed on beam schelude. See Page S-2. 12/30/2011 BLD16 Revised July 01, 2008 City of Parkland Printed on 1/5/2012 10:20:36AM CD -Plus for Windows 95/98/NT Page 7 of 7.Printed By:ADM13 Checklist Print CDPR1014 - Checklist Print PLAN.ELEC:FBC - RESIDENTIAL REVIEW PERMIT NUMBER: 2011120190 STATUS DATE USER ITEM YES 12/30/2011 ELE02 1. Site plan / survey, showing location of service, pool, equip, property lines FBC BCAP 106.3.10.1 YES YES YES 12/30/2011 ELE02 2. Energy Calc - verify fan credit compliance with FBC Chap. 13, 607.1.A.1 & Table 6-6 12/30/2011 ELE02 3. Elec floor plan matches structural 12/30/2011 ELE02 4. A/C plans to match load calc, exhaust fans located per mech plan unable to determine - provide complete AC plans in all sets 12/30/2011 ELE02 5. Architect / Engineer Seal FBC BCAP 106.2.7 YES 12/30/2011 ELE02 6. Riser diagram showing size of service, feeder wire and conduit, overcurrent protection FBC BCAP 106.3.10.1 YES YES 12/30/2011 ELE02 7. Grounding system per NEC 250 and FBC BCAP 106.3.10.2 12/30/2011 ELE02 8. Provide short circuit analysis FBC BCAP 106.3.10.1 YES 12/30/2011 ELE02 9. Load calculations for service and each panel including general lighting load and all required circuits FBC BCAP 106.3.10.1 YES 12/30/2011 ELE02 10. Panel schedules for each panel with circuit descriptions. as required by NEC 408.4 and including wire sizes and ocpd ampacities, FBC BCAP 106.3.10.2 City of Parkland Printed on 1/5/2012 10:20:47AM CD -Plus for Windows 95/98/NT Page 1 of 3 Printed By:ADM13 CDPR1614 - Checklist Print PERMIT NUMBER: 2011120190 30/17 YES 12/30/2011 ELE02 11. General lighting calculation, required circuits; sq ft calc plus recessed lighting if applicable NEC 220-3 and FBC BCAP 106.3.10.1 YES 12/30/2011 ELE02 12. Floor plan indicating location of all equipment and circuitry of all devices FBC BCAP 106.3.10.1 YES 12/30/2011 ELE02 13. Small appliance circuits to be used for breakfast, dining room and kitchen receptacles only -NEC 210.52(b) YES YES 12/30/2011 ELE02 14. GFCI outlets within 3' of basin, 20A circuit with #12 wire - NEC 210.52d 12/30/2011 ELE02 15. Outlet wall spacing / kitchen countertop spacing - NEC 210.52(a) YES 12/30/2011 ELE02 16. Smoke detectors - identify locations, circuiting and interconnections - 120V w/battery back-up FBC 907.2.10.1.2 YES YES YES YES 12/30/2011 ELE02 17. Carbon Monoxide detectors, within 10' of sleepings rooms - 120V w/battery back-up 9B-3.0472 12/30/2011 ELE02 18. Front and rear GFCI receptacles provided - NEC 210.52 12/30/2011 ELE02 19. Provide GFCI receptacle at any deck, porch or balcony > than 20 sq ft. NEC 210.52 12/30/2011 ELE02 20. Low voltage equipment indicated - FBC BCAP 106.3.10.1 City of Parkland Printed on 1/5/2012 10:20:47AM CD -Plus for Windows 95/98/NT Page 2 of 3 Printed By:ADM13 CDPR1c14 - Checklist Print N/A PERMIT NUMBER: 2011120190 ' 12/30/2011 ELE02 21. Indicate hydromassage bath tub access and bonding - NEC 680.72,73 YES 12/30/2011 ELE02 22. Arc -Fault Circuit Interrupter protection required for all 15 & 20A branch circuits throughout dwelling unit, except kitchen, bath, garage and exterior - NEC 210.12 YES YES YES YES 12/30/2011 ELE02 23. Required lighting outlets included NEC 210.70 A) (1) 12/30/2011 ELE02 24. GFCI within 25' of outdoor HVAC equip NEC 210.63 12/30/2011 ELE02 25. Verify panel and equip locations and clearances 12/30/2011 ELE02 26. Verify electrical notes City of Parkland Printed on 1/5/2012 10:20:47AM CD -Plus for Windows 95/98/NT Page 3 of 3 Printed By:ADM13 MEMO TO: Adam Rule 9425 Old Club Road Parkland, Florida 33076 CC: Randy Muchmore, Obadiah Swafford FROM: Aron P. Barley Toll Brother's, Inc. DATE: January 18, 2012 RE: Town of Parkland Building Department Comments — Parkland G&CC - Monogram, Lot 30D, Terrana, Permit application #: 2011120190 On the above referenced lot, this letter shall be used to revise or clarify the following condition(s): 1. Building comment 23: Windows, Doors, and Glazing — 1) Door #16 is not listed on window and door schedule. 2) Mullion #7 is not listed on window and door schedule. See page S-9 Response: Specialty Engineering to update window and door schedule. General contractor to submit. 2. Building comment 30: Ventilation — 1) Roof vent calculation table on page A-5.1.40 states amount of ventilation required. Please state on plans amount of ventilation that is provided. Response: Toll Architecture specifies continuous soffit venting on "D7" sheet and (5) off ridge vents on sheet A5.1.40. The continuous soffit venting meets the requirement of (FBC R806.2) with the off ridge vents as supplement ventilation (refer to calculation below). Required: Total roof area) 2724 /150 = 18.16 in. X 144 in. = 2615.04 in2 Provided: Perimeter length of soffit) 314'-0" X (2" continuous soffit venting) 9 int/lin.ft. = 2826 in2 5) O'Hagin "Model S" off ridge vents = 487.5 in2 Total: 2826 in2 + 487.5 int = 3,313.5 in2 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 Orlando, FL 32819 (407) 248-5800 FAX: (407) 248-5899 HORSHAM PHILADELPHIA IN ORLANDO SCOTTSDALE LOS ANGELES A Toll `Brothers COMPANY 3. Building comment 42: Stairways and Handrails — 1) 42" high hand rail at stairs located on 4" wide half walls required to be 34" to 38" high per FBCR 311.5.6.1. Response: Toll Architecture to provide 42" guard rails and 36" hand rails on sheets A2.40, A3.40, and A7.40. 4. Building comment 45: Overview — 1) B5 beam at front entry of home is not listed on beam schedule. See page S-2. Response: Specialty Engineering to update beam schedule. General contractor to submit plans. Please feel free to contact this office ifthere are any questions regarding this matter. Sincerely P Aron P. Barley, AIA AR 94562 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 Orlando, FL 32819 (407) 248-5800 FAX: (407) 248-5899 HORSHAM PHILADELPHIA ORLANDO SCOTTSDALE LOS ANGELES A Toll `Brothers COMPANY Permit #: 7 l zo t 9 o Conttactor: - r j fro -i -t- Submittal Date: t (20112_ r Lot: 3o Block: b Subdivision: PG cc. Project / Model Type: si -(e -&4 i Zoning Structura AAA) Mechanical, 1 Plumbing Landscapin ilP/ Electrical Fire V 0 ) CA E gineeri 1 _ , Product Approvals Truss Plans Permit #: 2-011 i 2_0 l 9 o Contractor: -1-6-1Q Site -Les 31 tSubmittalDate: Lot: 30 Block: b Subdivision: t- 1- c-c. Project / Model Type: SF24i rAc9 Q --'i-ei,, honing- X t- 2-- Structural' 11--+LLL MechanicalM c 21Lq Plumbing'-i j Landscapin _ .c ri ii l'/' / j DElectrical Fire AC L2 Engineeri Product Approvals iTrus )2 Plans; Broward County Board of Rules and Appeals 955 S. Federal Highway, Ste 401 Fort Lauderdale, FL 33316 Zol(120190 nye: March 1, 2009 Phone: (954) 765-4500 Fax: (954) 765-4504 FORM FOR "SPECIAL INSPECTOR" SECTION 109.11 – BROWARD COUNTY ADMINISTRATIVE CODE AND THE 2007 FLORIDA BUILDING CODE NOTICE TO PROPERTY OWNER You are hereby directed in accordance with section 109.11 of the Broward County Administrative Code (BCAC) and the Florida Building Code, to retain a Special Structural Inspector (A Florida Registered Professional Engineer or Architect) to perform the following mandatory or discretionary inspections, as outlined in Sections 109.11, 1822, R4407.5.4, 2223.11.1, 1927.12.1, 1927.12.2, R4405.9.12.1, R4405.9.12.2, R4408.5.2 & R4408.10.11 of the Florida Building Code (FBC) and submit progress reports, inspection reports and a Certificate of Compliance to the Building Official as per Sections 109.11.6 and 109.11.7 of the Florida Building Code. Note: The Building Official determines which discretionary inspections are required to be performed. DATE: November 9, 2011 PROJECT NAME: Parkland Gold and Country Club – 30/D JOB ADDRESS: 8133 Bradford Way CITY: Parkland Legal Description: (See attached if necessary) Identification, Control or BUILDING PERMIT #: Zip Code: 33076 Folio No.: MANDATORY INSPECTION TYPE BY CODE: 1) Precast Concrete Units – Sections 1927.12.1, R4405.9.12.1, 109.11.2.1 Yes / / No / X / 2) Precast Concrete Units – Sections 1927.12.2, R4405.9.12.2, 109.11.2.1 Yes // No / X / 3) Reinforced Unit Masonry – Sections 2122.4, R4407.5.4, 109.11.2.2 (per ACI 530.1-05 Level B Quality Assurance) * Unless noted otherwise on plan Yes / / No / X / 4) Connections – Sections 2218.2, 109.11.2.3 Yes // No / X / 5) Metal Systems Building – Sections 2223.11.1, 109.11.2.4 Yes // No / X / DISCRETIONARY INSPECTION TYPE BY BUILDING OFFICIAL: 1) Building Structures or part thereof of Unusual Size, Height, Design or Method of Construction and Critical Structural Connections – Section 109.11.1.1 Yes / / No / X / 2) Windows, Glass Doors and Curtain Walls on buildings over two (2) stories – Section 109.11.1.1 Yes / / No / X / 3) Pile Driving Only – Sections 1822, R4404.13, 109.11.3 Yes / / No/X/ 4) Precast Concrete Units – Sections 1822, R4404.13, 109.11.3, 109.11.5 Yes / / No / X / 5) Engineered Unit Masonry—Sections 2122.4, R4407.5.4, 109.11.5 Yes /X / No / // 6) Other Yes / / No / X/ MANDATORY DOCUMENTATION 1) Inspection schedule stating the specific inspections that will be made and at what phase of construction must be submitted with this application. 2) Progress Reports/Inspection Reports during construction in accordance with Section 109.11.6. 3) Certificate of Compliance must be submitted prior to the scheduling of the final building inspection – Section 109.11.7. OWLEDGEMEN Owner's Signature W L _ _ _ Permit Holder's Signature Printed Name Printed Name: SPECIAL INSPECTOR_ Registered Architect or / X / Engineer License # (if applicable) Signature of Special Inspector Embossed Seal and Date Gary McDouole, P.E. Printed Name of Special Inspector State of Florida Registration # 56214 1599 SW 30th Avenue, Boynton Beach, FL 33426 Address ofSpecial Inspector Telephone # 561-752-5440 Fax # 561-752-5542 Building Official (or designated representative) Date BE ADVISED THIS DOES NOT PRECLUDE YOU FROM OTHER MANDATORY INSPECTIONS IN THE CODE*** Rev. 12/05 Spec\server\Quatro\PROJECTS\Toll Bros\Affidavits\Broward County Form Lot 30D 10911.doc Ltierra SOUTH FLORIDA August 15, 2011 Toll Brothers, Inc. 3970 W. Indiantown Road Jupiter, Florida 33478 GEOTECNNICHI. ENGINEERING / MATERIAL TESTING / INSPECTION SERVICES Attention: Mr. Patrick Gonzalez, P.M. Land Development Subject: Letter of Lot -Certification Proposed Residence -Pod 18 -Lot 30, Block D 8133 Bradford Way Parkland Golf and Country Club City of Parkland, Florida TSF No. 7111-11-170 Dear Patrick: 2.o111z.o 190 Page 1 of 2 As requested, TIERRA SOUTH FLORIDA (TSF), Inc. has performed an SPT boring on the said lot in accordance with Section 1818 ofthe Florida Building Code. Based on the results of our soil test boring, it is our opinion that the foundation soils, plus a minimum margin of five (5) feet, are suitable to support the planned structure on shallow foundations proportioned for a net contact pressure of 2,500 pounds per square foot (psf). Footings should bottom at least 8 inches below final grade. Once footing excavation is complete, densities should be performing at the bottom of excavation to determine the minimum density requirement (98% of ASTM D 1557). We appreciate the opportunity to provide you with our geotechnical services. If you have any questions or need further assistance, please call our office. Res• ectfully submitted, TIE SOUTH FLORIDA, INC. Fra cois Tho as, P.E. P ' I+cipal Engineer Flo 'da Reg. No. 56381 Attachment = Soil Boring Log JAN 1 2012 2765 VISTA PARKWAY, SUITE 10 • WEST PALM BEACH, FLORIDA 33411 561) 687-8539 • FAX (561) 687-8570 State of Florida Professional Engineers License #28073 TEST BORING LOG Project: 7111 -11 -170 -Pod 18 Client: Toll Brothers, Inc. Boring Location: Lot Center Boring No. B -30D Boring Depth: 10 feet Water Level: 5.0 feet Date Drilled: May 27, 2011 Page 2 of 2 Asphalt Basecourse DEPTH FT SAMPLE No. N VALUE MATERIAL DESCRIPTION REMARKS 0-2 S-1 15 Brown Sand w/ Shell and Limestone Fragments 2-4 S-2 16 Brown Sand w/ Shell and Limestone Fragments 4-6 S-3 28 Brown Sand w/ Shell and Limestone Fragments 6-8 S-4 32 Brown Sand w/ Shell and Limestone Fragments 8-10 S-5 22 Brown Sand w/ Shell and Limestone Fragments Contact Person: City of Parkland, Florida BUILDING PERMIT APPLICATION Ii,kaV in www.cityofparkland.org Adam Rule SZtI-365-A9-S) Phone #: 954-905-1350 E-mail: arule@tollbrothersinc.com ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135: CONTRACTOR ''; Toll Orlando Limited Partnership CTOfi'5,: ST951 Suite #180STREETREETBrokenSoundParkway, ADDRESS CITY' STATE ZIP' PHONE#t 's r xswW:w+`4ks+la+wa'vr.,aS: ode:.L._....w...._»,:daa..,.....;,ivM1:d w v;aifiaam.»...._...,...,.a.a r., '-:a„vr,r.N:xa`.ea._ Boca Raton FL 33487 561-999- 1877y1 PROPERTY OWNER'S NAME 'II Toll Parkland, LLC OWNER S STREET ADDRESS 250 Gibraltar Road xra,-:.N,...=.; STATE.,.,.. „,...ZILa..,«.c:r.; .., PHONE H..a,:,` Horsham PA 19055 215-938-8000 Q p AbDRESS ;, ` 6133 &La- rA. Larar - ..). BLOCItas : ,.x.,:t;.n. SUBDIVISION m a.wbcam.. s:,,w+zrix ira,a#r:_2.,. wwe. Y Clu WORKoESCRIP7ioN New Construction - Single Family l u ind cu.) oor- K-16VV1 I QC lLr J Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all laws regulating construction in the City of Parkland, Florida. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, SHUTTERS, ETC. ffMASTER: PERMIT NUMBER,'; 2_oS t ( 7. C7 19 0 ENGINEER'S NAME Specialty Engineering ENGINEER'S./ PHONE ,# 561-752-5440 ENGINEER'S ADDRESS...; 1599 SW 30th Avenue, Suite 20 Boynton Beach FL 33426 NAME EdT Toll ArchitectureNAME ARCHITECT'S 1407-248-5800PHONE # , .,:' ARCHITECTS ADDRESS., 2966 Commerce Park Drive, Suite 100 Orlando FL 32819 MORTGAGE., COMPANY'S NAME'. N/A MORTGAGE COMPANY'S PHONE # MORTGAGE COMPANY'S ADDRESS;` . STATE# ,x,ZIP"a BONDING COMPANY'S NAME N/A BONDING COMPANY'SPHONE BONDING COMPANY'SI ADDRESS II 1 CITY,. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT PLEASE PRINT NAME OF QUALIFIER OR OWNER/BUILDER (Owne//Bwider Affidavit Required}1 Alexandre P. de Chabert FLORIDA STATE GER _ CATION/REGISTRATION !I':_` CGC15171 tinowArp 000NTY CENTRAL BXAMI • BOARD CERT OF COMPETENCY. SIGNATURE OF Q X On this Alex day of 20 me, the undersigned Notary Public of the State of Florida, personally appeared and whose name is subscribed to and within the instrument, and he/she acknowledges that he/she executed it. Witness my hand and official seal. LIC, STATE OF FLORIDA J 'e Bec tel PRINTED NAME OF NOTARY PUBLIC It Personally known to me, or Q Produced identification I] Oath taken lJ Oath not taken NOTARY PUBLIC SEAL OF OFFICE: OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re ulating construction and zoning. day ofd a4\ -- McDade `McDade LIC, STATE OF FLORIDA chtel PRINTED NAME OF NOTARY PUBLIC I Personally known to me, or I] Produced identification Oath taken I] Oath not taken PG JULIE BECHTEL MY COMMISSION # EE 120097 BondedTIThru Notary PuWEU2015 ndenvritors 20 1g -1 -before me, the undersigned Notary Public of the State of Florida, personally appeared and whose name is subscribed to and within the'nor'm,,,,' "' "•- --' Rte, muted it. Witness my hand and official seal. NOTARY PUBLIC SEAL OF OFFICE: iyP' JULIE BECHTEL 14 MY COMMISSION # EE 120097 EXPIRES: August 8,2015 Bonded Ito Notary Public Underwriters Application Approved By Date Permit Officer REV. 07/07 4CityOfParklandBuildingDivision -Window/ Door Product Approval Schedule 1 1'_ fob Info Name: Toll Brothers Permit# Address: Lot Block 30 D Subdivision PARKLAND GOLF & COUNTRY CLUB Window / Door I.D. # Rough Opening Size W x H) Windows and Doors MuIIion Bars Product Approval NOA # Overall Maximum Tested Size From NOA W x H) Design Pressure Product Approval per Structural Site Specific Design Pressure Zone Int = 4 Ext = 5 Shutter Required Anchor Type Required Anchor Spacing Edge & On Center i psf psf psf psf Yes / No Header Sides Sill Horizontal Vertical NOA # Span in Inches F 33 X 17 10-0504.05 32 SQ FT 80 80 48 52 4 NO 1/4" TAPCON 2 4 2 02 54 X 64 11-0128.03 531/8 X 76 64 80 45.6 60 5 NO 1/4" TAPCON 2 9 0 Vertical 11-0922.01 63 2/4 Bi 54 X 64 11-0128.03 531/8 X 76 64 80 45.6 49.8 4 NO 1/4" TAPCON 2 9 0 D6 38 X 64 11-0128.03 531/8 X 76 64 80 46.3 50.5 4 NO 1/4" TAPCON 2 7 0 Vertical 11-0922.01 63 1/. D5 38 X 64 11-0128.03 531/8 X 76 64 80 46.3 61.3 5 NO 1/4" TAPCON 2 7 0 D4 38 X 64 11-0128.03 531/8X 76 64 80 46.3 50.5 4 NO 1/4" TAPCON 2 7 0 Vertical 11-0922.01 63 24 D3 38 X 64 11-0128.03 531/8 X 76 64 80 46.3 50.5 4 NO 1/4" TAPCON 2 7 0 D2 38 X 64 11-0128.03 531/8 X 76 64 80 46.3 50.5 4 NO 1/4" TAPCON 2 7 0 Vertical 11-0922.01 63 V4 D1 38 X 64 11-0128.03 531/8 X 76 64 80 46.3 50.5 4 NO 1/4" TAPCON 2 7 0 A3 25 X 85 10-0504.05 32 SQ FT 80 80 46.3 61.2 5 NO 1/4" TAPCON 2 9 2 A2 25 X 85 10-0504.05 32 SQ FT 80 80 46.3 50.4 4 NO 1/4" TAPCON 2 9 2 Al 25 X 85 10-0504.05 32 SQ FT 80 80 46.3 50.4 4 NO 1/4" TAPCON 2 9 2 A1A 25 X 25 10-0504.05 32 SQ FT 80 80 48 64.2 5 NO 1/4" TAPCON 2 4 2 A1B 25 X 25 10-0504.05 32 SQ FT 80 80 48 52 4 NO 1/4" TAPCON 2 4 2 A1C 25 X 25 10-0504.05 32 SQ FT 80 80 48 52 4 NO 1/4" TAPCON 2 4 2 lA 65 X 33 10-0504.05 32 SQ FT 80 80 46.5 50.6 4 NO 1/4" TAPCON 4 7 4 C3 3B X 64 11-0128.03 531/8 X 76 64 80 46.3 50.5 4 NO 1/4" TAPCON 2 7 0 G2 27 X 51 11-0128.03 531/8 X 76 64 80 48 52 4 NO 1/4" TAPCON 1 5 0 B6 54 X 64 11-0128.03 531/8 X 76 64 80 45.6 60 5 NO 1/4" TAPCON 2 9 0 Vertical 11-0922.01 63 24 B5 54X64 11-0128.03 531/8X76 64 80 45.6 49.8 4 NO 1/4"TAPCON 2 9 0 C2 38 X 64 11-0128.03 531/8 X 76 64 80 46.3 50.5 4 NO 1/4" TAPCON 2 7 0 Cl 38 X 64 11-0128.03 531/8 X 76 64 80 46.3 50.5 4 NO 1/4" TAPCON 2 7 0 G1 27 X 51 11-0128.03 531/8 X 76 64 80 48 52 4 NO 1/4" TAPCON 1 5 0 H 49 X 65 10-0504.05 32 SQ FT 80 80 45.8 50 4 NO 1/4" TAPCON 6 8 6 E3 37 X 49 10-0504.05 32 SQ FT 80 80 46.7 50.9 4 NO 1/4" TAPCON 5 4 5 Vertical 11-0922.01 48 % E2 37 X 49 10-0504.05 32 SQ FT 80 80 46.7 50.9 4 NO 1/4" TAPCON 5 4 5 Vertical 11-0922.01 48 24 E1 37 X 49 10-0504.05 32 SQ FT 80 80 46.7 50.9 4 NO 1/4" TAPCON 5 4 5 J2 54 X 60 11-0128.03 531/8 X 76 64 80 45.7 60.2 5 NO 1/4" TAPCON 2 9 0 J1 54X60 11-0128.03 531/8X76 64 80 45.7 60.2 5 NO 1/4"TAPCON 2 9 0 1 62 X973/4 FL 14665.1 1153/4)(98 55 55 45.5 49.7 4 NO 1/4" ELCO ULTRACON 12 6 -14,2 8 4 146 X 97 09-0826.10 48 X 96 46.67 90 38.2 42.7 4 NO 1/4" TAPCON C6+2 10 C6+2 2A 8' X 7' FL 5684.6 9' X 16' 46 50 42.3 46.6 4 NO 5/16 X1 44 LAC SCREW 3 5 0 28 8' X 7' FL 5684.6 9' X 16' 46 50 42.3 46.6 4 NO 5/16X 144 LAG SCREW 3 5 0 16 110 X 97 % 07-0629.10 143 3/4 X 95 3/4 75 75 45.8 50 4 NO 1/4" TAPCON 5 4 5 1(B1-62) 1 X 4X63 2 11-0922.01 144" 75.6 75.6 45.6 60 5 NO 1/4' ELCO ULTRACON 4 0 4 2 (D5 -D6) 1 X 4 X 63 % 11-0922.01 144" 113.4 113.4 46.3 61.3 5 NO 1/4" ELCO ULTRACON 4 0 4 3 (D3 -D4) 1 X 4 X 63 24 11-0922.01 144" 113.4 113.4 46.3 50.5 4 NO 1/4" ELCO ULTRACON 4 0 4 4 (D1 -D2) 1 X 4X 63 '/. 11-0922.01 144" 113.4 113,4 46.3 50.5 4 NO 1/4"ELCO ULTRACON 4 0 4 5 (B5-86) 1 X4 X63 2 11-0922.01 144" 75.6 75.6 45.6 60 5 NO 1/4" ELCO ULTRACON 4 0 4 6 (E3 -E4) 1 X4 X48 '/4 11-0922.01 144" 170 170 46.7 50.9 4 NO 1/4" ELCO ULTRACON 4 0 4 7(El-E2) 1X4X48% 11-0922.01 144" 170 170 46.7 50.9 4 NO 1/4" ELCO ULTRACON 4 0 4 if Approval by A/E ofRecord 4,,k2, 4 Florida Building Code Online ROLA aXPA Busitts . . rofossional Regulaion RaidaDepartrnent4 Busines ) Professi O ria Regulation. acts Home Log In User Registration License efkiendy. Regubiefaidy enceyzre Product Approval USER: Public User Page 1 of 1 HotTopics Submit Surcharge Stats & Facts Publications FBC Staff " BCIS Slte Map Links Search product Approval Menu > product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity 2007 ALL ALL ALL ALL Product Model, Number or NameALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 5684 ALL ALL ALL ALL ALL ALL ALL Search Results - Applications E Tyne Manufacturer •Validated BY Status FL5684-R4 Revision Clopay Building Products Company Gary Pfuehler Category: Exterior Doors (513) 858-1490 Subcategory: Sectional Exterior Door Assemblies! Approved History Approved by DCA. Approvals by DCAshall be reviewed and ratified by the POC and/or the Commission If necessary Contact Us :: 1944 North Monroe Street. Tallahassee FL 32399 The State ofFlorida is an AA/EE0 employer. Coovrioht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. Ifyou do not want your e-mail address released in response to a public-remrds request, do not send electronic mail to this entity. Instead, contact the office by phone a- by traditional maiL.Ifyou have arty questlors regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteredbor state.fl.gs. Product Approval Accepts: Toll Brothers Lot # 30 D PGCC IM gV•rtS10) Trioted acuritw.\er1'RIC Credi Sar Opening: 2A, 2B Garage Door http://www.floridabuilding.org/pr/pr app lst.aspx 11/7/2011 Florida Building Code Online fltpRiltiA s ness, Pr o fessiona : Regutatrn Ronda Department) Busines Professia Regulation BIS Home license efklendy. Regv?atefairly. Page 1 of 5 Log. in User Registration HotTopics Submit Surcharge Stets & Facts Publications FEC Staff BCIS Site Map Unica Search Product Approval USER: Public User Product Approval Menu > product or Application Search > Application Ust > Application Detail FL # Application Type Code Version Application 'Status Comments Archived FEi v' tltr4 FL5684-R4 Revision 2007 Approved Product Manufacturer aopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@ciopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Scott Hamition developed the Evaluation Report Florida License PE -63286 Quality Assurance Entity Intertek Testing Services NA Inc.- ETL/Wamock Hersey Quality Assurance Contract Expiration Date 12/31/2038 Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Certificate of Independence FL5684 R4 COI Certification of Independence of Evaluation Entity - Gary Pfuehler.odf FL5684 R4 COI Statement on Independence of Evaluation Entity- ScottHamilton.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt45H1a2AP3I3... 11/7/2011 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 07/01/2009 07/02/2009 07/09/2009 08/11/2009 Page 2 of 5 Summary of Products Go to Page --. Wir 0 0 Page 1/ 2 0 0 FL # Model, Number or Name Description 5684.1 01 W8-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, EMU/ Gallery/Artistry/Expressions: Double -skin Insulated exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door Installation Instructions FL5684 R4 II 104119-Rev00.odf Limits ofUse Approved for use In Approved for use outside Impact Resistant: Yes Design Pressure: +54 Other. Max Design Wind HVHZ: Yes HVHZ: Yes PSF/-60 PSF Speed: 145 MPH. Verified By: Mark Westerfield FL PE 48495 Created by IndependentThird Party: No Evaluation Reports FL5684 R4 AE CBPC 090701-A.odf Created bylndependentThird Party: No 5684.2 02 W7-09 PAN -2F153: 73, 75, 84A, 94, 98, 42, 42B, 48, 48B, 4F, 4RST, 6RST Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W7 Garage Door Limits of Use Approved for use in Approved for use outside Impact Resistant Yes Design Pressure: +42 Other: Max Design Wind Impact Resistant Glazing HVHZ: Yes HVHZ: Yes PSF/-48 PSF Speed: 145 MPH. Optional available. Installation Instructions FL5684 R4 II 101702-RevlO.odf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.odf Created b Independent Third Pa : No 5684.3 03 W7-16 PAN -2F153: 73, 75, 84A, 94, 98, 42, 42B, 48, 48B, 4F, 4RST, 6RST Steel Pan (min. 25 ga.) Double Car (92" to 16'2" wide) WINDCODE® W7 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +42 PSF/-48 PSF Other: Max Design Wind Speed: 145 MPH. Optional Impact Resistant Glazing available. Installation Instructions FL5684 R4 II101309-Rev14.odf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation' Reports FL5684 R4 AE CBPC 081215-A.odf Created by Independent Third Party: No 5684.4 104 W7-18 PAN -2F143: 84A, 94, 98, 48, 48B, 4F, 4RST Steel Pan (min. 24 ga.) 16'4" to 18'2" wide WINDCODE® W7 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +42 PSF/-46 PSF Other: Max Design Wind Speed: 145 MPH. Installation Instructions FL5684 R4 II 102621-Rev06.odf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 0$1215-A.odf 11 Created by Independent Third Party: No 5684.5 05 W8-09 DSIE-1F171: 4400, 4401, HDG, HDGL, HDGF, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 68G Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +48 PSF/-60 PSF Other: Max Design Wind Speed: 145 MPH. Optional Installation Instructions FL5684 R4 II 101703-RevlO.odf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.odF http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgt45H1a2AP3I3... 11/7/2011 Florida Building Code Online Page 3 of 5 Impact Resistant Glazina available Crpal-pH by Tnriwppnrinnf Third Dn.+y• n,.. 5684.6 J42 06 W8-09 PAN -2F153: 73 75, 42B, 6RST Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W8 Gara e Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46 PSF/-50 PSF Other: Max Design Wind Speed: 145 MPH. Optional Impact Resistant Glazing available. Installation Instructions FL5684 R4 II 101296-Revl3.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.pdf Created by Independent Third Party: No 5b84.7 67 W8-09 PAN -2F143: 84A, 94, 98, 48, 46, 4F, 4RST (solid doors) Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door with no glazing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +54 PSF/-62 PSF Other: Max Design Wind Speed: 145 MPH. Solid doors. Installation Instructions FL5684 R4 II 103287-Rev03.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A,odf Created by Independent Third Party: No 5684.8 08 W8-09 PAN -2F143: 84A, 94, 98, 48, 48B 4F, 4RST (impact- resistant glazing) Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door with Impact Resistant Glazing Limits of Use Approved for use in Approved for use outside Impact Resistant Yes Design Pressure: +48 Other: Max Design Wind Impact Resistant Glazing. HVHZ: Yes HVHZ: Yes PSF/-54 PSF Speed: 145 MPH. Doors with Installation Instructions FL5684 R4 II 103547-RevO4.0df Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.pdf Created by Independent Third Party: No 5684.9 09 W8-09 DSIEO-1M479: Coachman/Settlers/Affinity Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W8 Gara9e Door Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +54 Other: Max Design Wind HVHZ: Yes HVHZ: Yes PSF/-60 PSF Speed: 145 MPH. Installation Instructions FL5684 R4 II 103436-RevOl.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.pdf Created by Independent Third Party: No 5684.10 10 W8-12 C-DSIE-1F447: 3200, 3205, 3220, 240, 240G Double -skin Insulated EPS (exterior skin 24 ga. min.; Interior skin 27 ga. min.) WINDCODE® W8 Sectional Door, up to 122" wide, with optional Impact Resistant Glazing Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +52 Other: Max Design Wind 1lmpact Resistant Glazing HVHZ: Yes HVHZ: Yes PSF/-58 PSF Speed: 145 MPH. Optional available. Installation Instructions FL5684 R4 II 101705-Rev07.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 090701-A.pdf Created by Independent Third Party: No 5684.11 11 W8-12 C -PAN -1E448: 524, 520, 224, C4ST, COST Ribbed Steel (min. 24 ga.) WINDCODE® W8 Sectional Door, up to 12'2" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50 PSF/-56 PSF Other: Max Design Wind Speed: 145 MPH. Installation Instructions FL5684 R4 II 102645-Rev06.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.pdf Created by Independent Third Party: No 5684.12 12 W8-14 C -PAN -1E448: 524, 520, 224, C4ST, COST Ribbed Steel (min. 24 ga.) WINDCODE® W8 Sectional Door, 12'3" to 14'2" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50 PSF/-56 PSF Other: Max Design Wind Speed: 145 MPH. Installation Instructions FL5684 R4 II 103288-Rev02.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.pdf Created by Independent Third Party: No 15684.13 L 13 W8-16 PAN -2F443: G4S, GS4, GD4S, GR4S, E4S, ED4S, SS4, AR4S Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double -Car (up to 16'2" wide) WINDCODE® W8 Garage Door http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt45H 1a2AP313... 11/7/201 I Florida Building Code Online r Page 4 of 5 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +46.6 PSF/-52 PSF Other: Max Design Wind Speed: 145 MPH. Installation Instructions FL5684 R4 11 104067-Rev0l.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.pdf Created by Independent Third Party: No 5684.14 14 W8-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP Gallery/Artistry/Expressions: Double -skin Insulated exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (up to 167" wide) WINDCODE® W8 Garage Door- Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46:6 PSF/-52 PSF Other. Max Design Wind Speed: 145 MPH. Installation Instructions FL5684 R4 II 104038-Rev0l.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.pdf Created by Independent Third Party: No 5684.15 15 W8-16 DSIEO-1M479: Coachman/Settlers/Affinity Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) with Overlay Double -Car (9'2" up to 167" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.6 PSF/-52 PSF Other: Max Design Wind Speed: 145 MPH. Installation Instructions FL5684 R4 II 103560-Rev03.ndf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports F15684 R4 AE CBPC 081215-A.pdf Created by Independent Third Party: No 5684.16 16 W8-16 DSIE-1F171: 4400, 4401, HDG, HDGL, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 68G Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double Car (9'2" to 16'2" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.6 PSF/-52 PSF Other: Max Design Wind Speed: 145 MPH. Optional Impact Resistant Glazing available. Installation Instructions FL5684 R4 II 101488-Revll.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent ird Party: NoTh Evaluation Reports FL5684 R4 AE CBPC 081215-A.pdf Created by Independent Third Party: No 5684.17 117 W8-16: PAN -2F143: 84A, 94, 98, 48, 48B, 4F, 4RST Steel Pan (min. 24 ga.) Double Car (9'2" to 16'2" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes I Impact Resistant: Yes I Design Pressure: +46.6 PSF/-52 PSF Other: Max Design Wind Speed: 145 MPH. OpGana! Impact Resistant Glazing available. Installation Instructions FL56$4 R4 II 101300-RevlS.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.odf Created by Independent Third Party: No 5684.18 I, 18 W8-18 DSIE-1F171: 4400, 4401, HDG, HDGL, HDGF, 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 68G Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double Car (16'4" to 187" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +46 PSF/-50 PSF Other: Max Design Wind Speed: 145 MPH. Installation Instructions FL5684 R4 II 103p28-Rev07.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.odf Created by Independent Third Party: No 5684.19 119 W9-09 PAN -2F143: 93, 84A, 94, 98, 4F, 4RST, 48, 48B Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) WINDCODE® W9 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +62 PSF/-72 PSF Other. Max Design Wind Speed: 145 MPH. Optional Impact Resistant Glazing available. Installation Instructions FL56$4 R4 II 101706-Rev12.pdf Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 081215-A.odf Created by Independent Third Party: No 5684.20 20 W8-09 PAN -2F443: G4S, GS4, GD4S, GR4S, E4S, ED45, SS4, AR4S Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double -Car (up to 9'0" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL5684 R4 II 104121-Rev00.pdf http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt45H1a2AP3I3... 11/7/2011 Florida Building Code Online Page 5 of 5 F Approved for use outside HVHZ: Yes ImpactResistant: Yes Design Pressure: +50 PSF/-58 PSF Other: Max Design Wind Speed: 145 MPH. 1Go to Page _ d Verified By: Mark Westerfield FL PE 48495 Created by Independent Third Party: No Evaluation Reports FL5684 R4 AE CBPC 090701-A.Ddf Created by Independent Third Party: No 0 0 Page 1/20 0 i Back Next Contact Us :: 1940 North Monroe Street. Tallahassee R 32399 The State ofFlorida Is an AA/EEO employer. Coovroht 2007-2010 State of Florlda.:: privacy Statement::./tccesslbiity Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail tothis entity. Instead, contact the office by phone or by badltional mail. Ifyou have any questions regarding DBPR's ADA web accessib4ity, please contact our Web Master at webmaster6 ,dborstate.0.us. Product Approval Accept= 0,1 esvies.: rrouea M 1041- 12 r.:r•. a-curitvMl txccr Credi artSA E http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgt45H1a2AP3I3... 11/7/2011 MODELS NOTE tog 24 GA DOORS ARE RATED FOR HIGHER LOADS EE DRAWING 103547 (on, LTES) OR '03287 (50L0). CLOPAY 73. 75 25 GA IDEAL 605" HOLMES 42. 428 SHORT PANEL FND STILES A1TA•7HED 40 DOOR S N WTH PA'EN'ED TOC -L -ICC. SYSTEM ('OP. BOTTOM. 6, CENTER) 3) INT 49(00 E STYE` PER 5(0005 ATTACH 80T10M) 41050 (15109) ONC ROW OF IMPACT -RESISTANT GLAZING N 0TOP SECTION (SHOWN) N000 -E%1 -To -HE -SOP SECTION (NOT SHOWED GLAZING IS INJECTION MOLDED GE LEVAN 50x24320, AN APPRovF0 Cf,2 PLASTIC IN ACCORDANCE WTH IBC/IBC 2606, SEE SECTION 13-0 FOR ASSEMBLY DC1AL5 14 I III IC .f[ I, 1 III 3 __... L / 1 CODON 00. OPTIONAL VENTSUAL( . DDDR 91010 -= SNAP LA150 ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH UN 7EACHSIDEOFD00R, INTER. STILE - 001510E — KEYEDHANDLE END5TLE IN510E HANDLE 001510E K TED (50K ANAP 15_G0.I LUCK OPTION 0 STI_[ SLIDE 011 LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SDE 0= DOOR 00 SLIDE fl01 000 OPTION 4) 414 51'111 METAL SCREWS 4) 1/4' DIA SELF TAPPING SCREWS 14 SA, ENO LIME 511,E OUTSIDE - RANDLE O 18 GA 1NTERMFOIATF HINGE PREPARATION OF JAMBS BY OTHERS 12 ^A. GAL0. STEEL TRACK BRACKET F450ENE TO WOOD JAMB WITH ONE 5/16',1-1/2" WOOD LAG SCREW PER BRACKET. 0,7510E KEYED LOCK LOG5.11431 1,20NING SOP MOULDING BY 0008 INSTALLER (T0 SLIT) 23 5A VIN GA(0 STEEL (NC STILE SEEAL.O NGE OCTENHI 5E1 INTERMEC. HINGE DETAIL LDC., POSITION (BOTH SLOES' TWO PONT 00BEEN TESTED PER REQu1REMEN'S OF SECTION 171 OT T. MCN. LOCKS E 5/B• ENGAGEMENT. DOOR TESTED FOR ORCED FRT.. wilm BOTH O 150E FEFE12 1000 AND RISDE SLIDEBOLTLocKOPTONS 510 UYOU1 01 EACH LOP, FOR DETAILS) END5T1LE LOCKBARGUIDE TABLE 1 NUMBEROFSECTIONS' 0008 HEIGHT DETAIL 'D' OPTIONAL DECORATIVE 0008-110 INSERT. 6 TO 6105 9 TO 6 1011 BAR 15GAGES IN TRACK ON EACH SOF OF 0005. 0.188 1145 3004 ME. EIS THE RE000RE141 PRGE 4,551(1 IMPACT AND CYCLIC 11 ,OL. THIS DOCK MELTS OR 1051100 THE 015(2.5 LOADS FOR HE WIND SPEEDS LISTED BELOWACCORC1NGTOTHEFLORIDABLDG. CODE OR IBC (A50E7) FOR THE FOLLOWING 005011(7445. 1) FOC 0550 BU,IDING 2) 0000 HAS 2' 07 WIDTH Iv 00115(NG'S END ZONE, 3) IMPORTANCE FAC OR OF 1.C. 4) ANY RODE MOPE AND .) 5011 6AFETY F40T0R. WINO SPEED (MP3) EXPOSURE LEVEL 140 50 150 B a, 0 MEAN ROOF HEIGHT 30' 30' MULTIPLRPOSE 4.„1-1101-, BOND TAPE. OBIIONA(, DECORATIVE 1RONT FRAME FACADE. GE SSG4000AC 5TROCTURA1 SILICONE SEALANT. IMPACT RESISTANT J CNE-PECE INJECTION BOLDED GE LEXAN SLX2432T PRONT / FRAME St GLAZING. 2" THICK POLYSTYRENE RETAINER FA5"ENED TO DRAPE W 'H 10) #8 X 3/4" PAN HEAD MACKNE SCREWS. 0ECTION A -A 12 GA. CALV. STEEL TOP 004108 BRACKET EACH BRACKET A`IACHLU W/(4) 414.5/9' SHEET MFe. SCREWS. 25 GA. MM. G 90 0R 10(2 VALEN1) GALV STEEL SKIN WITH A BAKED UN PRIMER, AN3 A 80410 ON POLYESTER TOP COAT APPLIED '0 BOTH SDE5 OE SITE' SKIN 20 CA. 0ALV STEEL INTER. 001.0 2' GA10. STEEL TRACK J \ BRACKETS. 70 TRACK BRACKE. \ EACH BRACKET ATTACHED WITH ONE 1/4155/9" BOLT% 'RIVE* 08,0 5 2%3 CORMS( R810N \ 1 2' STEEL 40.110 800 STEEL OR NYLON TIRE. 18 S.A. :AL1 STEEL INTER. 0,031 FASTENED TO CENTER ST1(1 W/(4) EACH 414.5/8' SHEET META! SCREWS. 14 GA. GALV STEEL END 05CE FASTENED TO =N0 STILES 8/(4) EACH 4'4.5/8' SHEET METAL SCREWS W (4) 1/4' SELF TAPPI5G SCREWS. SHIP LAP 001515. 4 CA. GAL, STEEL END HINGE EACH FASTENED TO ENO sinES w/(4) 464,0/0' SHEET METAL SCREWS 4) 1/4' SELL' TAPPING SCREWS. TRACK CONFIGURA710N ABOVE THE D000 OP 5(100 DOES NOT AFFECT HE WINE1(000 RATING 1RACK CONFIGURATION 440.0 BOLT 0, 02/2005 ADDED 0/.5 98 ON: 17/2005 UPDATED CODE NEE., REMOVED 25124 MODELS 09, 07/7005 101 ((/30/07 ILL 12/76/0712. 0//00/08 ADDLED M/'. 7,1, 75, 071 COMBINED CL0P0Y, DEAL & HOLMES 04/5 ABED IMPACT RESISTANT MFS REV(5L0 MAK HI 131 C8/OB/08 ADDED 42B. HORIZONTAL TRACK SUPPORT BY DOOR '645TALLER (TO 5(10)-x CENTER HANG REWIRED FOR DOORS OBER 6' IGH 3 00. 5010. STEEL FLAG BRACKET. EACH (0511510 10 9000 JAMB WITH (3) 5/16'0-I/Z WOOD LAG SCREW. 2RAC" 0410K10450TEE04155L TRAC, T: LOKBO' TVP. 2-'/21(12 GA. GALV. STEEL TRACK BRACKET. LHR TOP BRACKET TROLI81ACK1 HORZON4140 DOUBLE TRACK 08 HEADROOM ORSON DOORHEIGHT555 L7^ PR4CKE' PLACEMENTS XI' 3-11 - X2' 10• X19 X4' 6^ 5' X6' X7' XB" 7-0 1 3-1 10 34Bj3-1/2 1p 34 5588 8-6' 9 -0 94" DO'73-1//2" 10' 10 34' 34 58' 510 82' 82 9 -6" IOC 3-5/2" 0, 31" 58" 82 1C-0" 40.-6' 112" 148" 3-1/2' 3-I/'" 10' 31• 58• 92- 2" 1011.-03' 5, 124130, 7-1/2' 2" D' 0' 14' 14' 511' 5d 7P7' 006' 106 12 0 36 V/ 27: 1/2' 0' 34' 58" 82' 06' 121-6' 142' 3-1/2' 10' 34' 59 02" 105 130" 13'-0' 148' 3-1/2' 10" 34' 58' 82" IC•6" 130" 13'-6' 154' 3-1/2" 10" 34 58 2 106' 10'" 14'-0' 180' 3-1/2" j/2: 10' 10' 0" 34' 34' 34' 58' 581_82*. 58' B2' 82" 106" 106'_ 130" 13,0" 130" 154_" I5`" 14-6 l..67, 11.__ 3315'-0. 1 I/2 15'-6' 174" 3-I/2' 10' 34' 58• 82" 106' 130" T 16'-0' 184' 3-1/2' 0' 34' 54' 82" 106" 130" lt4" n9 Et . SUPPORTING 5000100RAL ELEMENTS SHALL BE 0650560 BY A REGISTERED 0701000(0NAL ENGINEER 100 w1ND LOADS SHGwN ON 1815 D7Aw(NG. JAMB TO SUPPORTING STRUCTURE ATTACHMENT THEJ HL THE 246 + EROM "HEVERTICAL • ELLOWRIS PINE (GRADER 42DTO THEORBETTER)ACK26805O THENNDLOADMTHETRAROMTHEDOOR 5 TRANSFERRED TO THE NOR.70N0AI (TOP) LAMB. 7) 411 ..AMR FASTENERS MAY RF (BUT N01 06001RF0) COUNTERSANK 10 PROVIDE A FL ,ISH *0074150 SURFACE. WOOD FRAME 80ILDI905 SILO WALLS OF DC00 00E9510 SHALL BE FRA8LD SOLID 81 NO1 LLSS THAN (3) 2,4 (UP TO 94,8'H) OR (3) 2,6 (UP TO '6'2,21.8'0) PRESSURE TREATED GRADE 42 OR BETTER W000 57005 0E A STRESS GRADE N01 LESS THAN *230 851 NOMINAL LXIREIAE 44(810 518155 N BENDING (F.). STUD WALLS TO BE 005715'.005 '30M FOOTING TO TIE BEAMS. BLOCK WALL OR CONCRETE 3' TALL , 20 GA GALV'. STEEL 0 -BAER. TWO U -BASS PER 5EC'ON. EACH iv -BAR 41'ACHED WIT" 1/4' 5EF TOPPING SCREWS. (2) SCREWS AT EACH ED AND TERMED. S^LE LOCATION. 2.0 WOOD JAMB SHAD BF ANCHORED 10 GR0u1 REINFORCE BLOCK WALT OR 0050010E COIUMN- tlT00K WALL CELLS 5HA,1 BE [ILIAD W11H 004001/1 AND REINF00010 WITH RENF0NCING BAN,EXIENOING NTO THE FOOTING ARO INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAV5 10 FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS 10 BE DES(GNFD BY HE BULD55 05074108 OR ARCHITECT OE RECORD. 0017115 1044 VA%. 0 2x6 JAMB T0_SUP_PORTING BTRUCTUREATTACHMENT SNOT TO BE 05ED FOR ATTACHMENT OF TRACK BRACKETS) r HGRIZONTAL (704) JAMB 1 (ND LOAD FROM DOOR) — I FASTENER114E BIN. No. OF FASTENERS PER VERTICALJAMB 7- 2.6 vERTICA._ JAMB FASTENER T"PE DOORS UP 10 9'W MNIIM0M ARB. No. OF ON CENTER FAS'ENERS DISTANCE PER VERTCAL BETWEEN MIB FASTENERS 1' 0.0 STEEL, WASHERSREO2111:" e 5 RE\y (gTM A]07 GRgDE A) 2000 451 MIN, CONCRET I, 1 . t_ '1 f. EIABLD TAFL"J)J LONCgRL ANCHOR 6 2.000 PS MN. CONCRETE 03/8" . I-3/4 MIN. EMBED RAWL LOK/BOLT ANCHOR BOLT SOCO SEP.'ES f YES INCLUDED 7.11.91408: 49t0 NGIN1ER: 4(00 WESTERFIELE, P.E. 0504420 P,E, 448495, NC RE. 423832, TEXAS P.E. 491513 13 G4. GALV. 51(11 97"10M BRACKET. ClopayA1'ACOED 8110 (2) 414.5/8' SHEET META'_ 508000 ALUMINUM EXTRUSION Building Products Company FLOPHDq PHoOp.)NJCCi, APPROVAL 5(664.0(1 WNYL WEATHERSTRIP DESIGN LUAUS: —46.0 PoF & -B0.0 ''SF. TEST LOADS: +69.0 PSF & -75.0 PSE. NNw At'URIx6 FKee'ICT avE • &VaDDAAG BUILDING PRODUCTS COMPANY l'•^1.0( w 0 PAN -2F 153 \pi g},"YJ X '6'0'H 8585 DUKE BLVD. MASON, 01, 45040 513) 770-4800 8/1°/94 DRAQN MWW o 0E#i8'(8. 50CR MODELS: 73. 75, 6850, 42, 429 r''''''1,77•6 _ 1 IBC MNUM "dopey COR P0RAIION December 15, 2008 8585 Duke Boulevard Mason, Ohio 45040-3101 USA 513) 770-4800 • Fax (513)770-3984 Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W7 through W9 I have evaluated the wired load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited independent laboratories as required by 9B-72.070(4), the engineering rational analysis, and the product drawings. The test reports are listed below. For the doors listed in Tables 1 through 8, Static Pressure Tests were conducted in accordance with TAS 202, ASTM -E330-2002 and ANSI/DASMA 108-2002. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201 and TAS 203. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 8 are in compliance with the High Velocity Hurricane Zone test requirements of the 2007 Florida Building Code Sections 1714.5.3.1, 1625 and 1626 and therefore are qualified as impact -resistant assemblies. TABLE 1: Drawings for doors with Manufacturing Product Code (MPC) PAN -2F153: 101702-Rev10, max. door size 9'0" x 16'0", +42/-48 PSF (design load) 101309-Rev14, max. door size 16'2" x 16'0", +42/-48 PSF (design load) 101296-Revl3, max. door size 9'0" x 16'0'", +4b/-50 PSF (design load) TABLE 2: Drawings for doors with Manufacturing Product Code (MPC) PAN -2F143: 102621-Rev06, max. door size 18'2" x 16'0", +42/-46 PSF (design load) 103287-Rev03, max. door size 9'0" x 16'0", +54/-62 PSF (design load) 103547-Rev04, max. door size 9'0" x 16'0", +48/-54 PSF (design load) 101300-RevlS, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 101706-Rev12, max. door size 9'0" x 16'0", +62/-72 PSF (design load) TABLE 3: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F171: 101703-Rev10, max. door size 9'0" x 16'0", +48/-60 PSF (design load) 101488-Revil, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) 103028-Rev07, max. door size 18'2" x 16'0", +46/-50 PSF (design load) TABLE 4: Drawings for doors with Manufacturing Product Code (MPC) DSIEO-1M479: 103436-Rev01, max. door size 9'0" x 16'0", +48/-60 PSF (design load) 103560-Rev03, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product CodeJMPC) C-DSIE-1F447: 101705-Rev06, max. door size 12'2" x 18'0", +52/-58 PSF (design load) TABLE 6: Drawings for doors with Manufacturing Product Code (MPC) C -PAN -1E448: 102645-Rev06, max. door size 12'2" x 18'0", +50/-56 PSF (design load) 103288-Rev02, max. door size 14'2" x 18'0", +50/-56 PSF (design load) PAGE_ 1 of 3 Frye: CBPC 081215-A.1 Chway EVALUAT-ION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 — W9 TABLE 7: Drawings for doors with Manufacturing Product Code (MPC) PAN -2F443: 104067-Rev01, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) TABLE 8: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F471: 104038-Rev01, max. door size 16'2" x 16'0", +46.6/-52 PSF (design load) Test Reports: ATL 1112.01-96, 0808.01-06, 0305.01-08, HETI 95-494, 95-496, ATL 0808.01-06, ATL 0924.02-02, ATL 0823.01-06, HETI 94-252, 94-254, ATL 0808.01-06, ATL 0827.01-04, ATL 1008.01-07, ATL 0606.01-05, ATL 1217.03-96, HETI 02-1267, 02-1268, ATL 1018.01-04, ATL 1018.01-04, ATL 0415.01-08, ATL 0331.01-08, ATL 1106.01-07, ATL 0509.01-07, ATL 0327.01-08, HETI 03-1358, 03-1359, ATL 0610.01-08. Product Description for doors with MPC PAN -2F153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next -to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame wadiglazing. The following models are at least structurally equivalent to the tested door: 73 75, 6RST, 42, 42B, 84A, 94, 98, 4RST, 4F, 48, 48B, 1500, 190, 55, 55S. Product Description for doors with MPC DSIE-1F171: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 68G, SP20, SF20, SE20. Product Description for doors with MPC PAN -2F143: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.0239") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing in either the top section or the next -to -the -top section. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Product Description for doors with MPC DSIEO-1M479: These doors consist of a base 2" double -skin insulated section with an EPS core laminated to both skins. Decorative overlays are attached to the exterior skin, adding not more than 5/8" to the total thickness. Both inner and outer skins are min. 27 ga. 0.016") G40 CS Type B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: CGnn, CPnn, HPnn, CXnn, SXnn, AGnn. Note that 'nn' represents the arrangement of the decorative overlays. The first digit will have a value from 1 to 3 and the second digit will have a value from 1 to 5. PAGF2OF3 FILL: CBPC 081215-A.1 C Clopay EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W7 - W9 Product Description for doors with MPC C-DSIE-1F447: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.019") exterior and 27 ga. (0.016") interior skins. The steel skin is at least G40 CS -B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 3200, 3220, 240. Product Description for doors with MPC C -PAN -1E448: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 CS -B per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: 524, 520, 224, C4ST, COST. Product Description for doors with MPC PAN -2F443: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: G4S, GS4, GD4S, GR4S, E4S, ED4S, SS4, AR4S. Product Description for doors with MPC DSIE-1F471: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 24". The following models are at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP. Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the Toads listed on the drawings) referenced above. Installation requirements per 9672-070 (4)(e), including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature: Hamiltihn. E. rriida P. E. No. 6328E Date: `z i / c'q PAGE 3 OF 3 FILE: CBPC 081215-A.1 Florida Building Code Online Basi &`:Professional Regulation Florida Departments Busines ' Professi' Regulation na Page 1 of 1 BCS Home Log In User Registration Hot Topics Submit Surtharge Stats S Facts Publications license ePidendy. Aegubrel vly. ttEMORGENOS Clfi Al Product Approval USER: Public User Product Approval Menu > Product or Anol!cation Search > Application list Search Criteria Code Version Application Type Category Application Status Quality Assurance Endty Product Model, Number or Approved for use in HVHZ Impact Resistant Other 2007 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired NameALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FBC Staff Bus Site Map links Seam Reflne Search 14665 ALL ALL ALL ALL ALL ALL ALL Search Results - Applications Eta Type Manufacturer Validated By Status FL14665 New Therma-Tru Corporation Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan J. King, P.E.IApproved 813) 787-8283 Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Ug ::190 North Monroe Street. Tallahassee FL 32399 The State of Florida Is an AA/EEO employer. Coovrioht 2007-2010 State of Florida :: Prl ary Statement :: Accessibility Statement :: ft fund Statement Under Florida law, e-mail addresses are public records. Ifyou do not want your e-mail address released in response to a public -records request, do not send ekxtronlc mail to this entity. Instead, contact the office byphone or by traditional mail. Ifyou have any questions regarding DBPR'sADA web accessibility, please contact ourWeb Master at webmastenadbor.state.fl.ug. Product Approval Accepts: Toll Brothers Lot # 30 D PGCC ii eLDVertilp„ e•:rr• wcuritvni TnitY Credit C,arSAFE Opening: 1 Entry http://www.floridabuilding.org/pr/pr app lst.aspx 1/5/2012 Florida Building Code Online Business Professional License eHrcently. Fegccatelk:ly. Page 1 of 2 BCIS Home log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Search Product Approval USER Public User Product ADDr0val Menu > Product or ADDllcatlon Search > AQokation U5(> Application Detail FL # Application Type Code Version Application Status Comments Archived FL14665 New 2007 Approved Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 sjasperson@tttechnologies.us Authorized Signature Vivian Wright rickw@ rwbl dgconsul tants. co m Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2012 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14665 RO COI Certificate of Independence.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS 201, 202, 203 Year 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7fr... 1/5/2012 Florida Building Code Online Product Approval Method Method 1 Option ID Date Submitted Date Validated Date Pending FBC Approval Date Approved 06/29/2011 06/30/2011 07/06/2011 08/09/2011 Page 2 of 2 Summary of Products F 14665.1 a. "ClassicCraft", "ClassicCraft Rustic", "FiberClassic" or SmoothStar" Series t Impact" 8'0" Opaque Fiberglass Single Door with and without Sidelites - Inswing/Outswing configurations (X, iOX or XO, OXO) Limits of Use Installation Instructions FL14665 RO II INST 14665.1.odfApprovedforuseinHVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14665 RO AE EVAL 14665.1.Ddf Design Pressure: N/A Other. See INST 14665.1 for Design Pressure Ratings, lany additional use limitations, installation Instructions and product particulars. (Note - ASTM E1300-02 utilized for areas Inside the HVHZ) Created by Independent Third Party: Yes 14665.2 b. "ClassicCraft", "ClassicCraft Rustic", "FiberClassic" or SmoothStar" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: See INST 14665.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300-02 utilized for areas inside the HVHZ) Impact" 8'0" Opaque Fiberglass Double Door with and without Sidetites - Inswing/Outswing configurations (XX or OXXO) Installation Instructions FL14665 RO II Inst 14665.2.1:df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports L14665 RO AE EVAL 14665.2.pdf Created by Independent Third Party: Yes Back Ne.t Contact Ua :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. :: Pnvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. Ifyou do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbor state 0 us. Product Approval Accepts: grit' http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7fr... 1/5/2012 1HERMA ITRU® THERMA TRU DOORS 1 113 INDUSTRIAL DR., EDGERTON, OH 4351 7 SMOOTH STAR, FIBER CLASSIC, CLASSIC CRAFT & CLASSIC CRAFT RUSTIC OPAQUE FIBERGLASS SINGLE DOOR w/ AND w/o SIDELITES INSWING / OUTSWING IMPACT' GENERAL NOTES 1. This product has been evaluated and isin compliance with the 2007 Florida Building Code (FBC) structural ra-ryliramank inch vIin0 ttua "Nigh VaMriiy1 i -> na 7nna" (NVR7) 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ' requiring wind borne debris protection this product complies with Section 1609.1.2 ofthe 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the sameasthat shown for 2x buck masonry construction. 6. Siteconditions thatdeviate fromthe details of this drawingrequire furtherengineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #31 meet water infiltration requirements for "HVHZ". 8. Configurations using threshold items #15, #18, #33 and #37 do not meet the water infiltration requirements for the "HVHZ' and shall be installed only in non-hobilable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLEOF CONTENTS SHEET# DESCRIPTION SHEETS DESCRIPTION 1 Typical elevations, design pressures & general notes 9 Horizontal cross sections 2 Door panel details (Smooth Star) 10 Vertical cross sections 3 Door panel details (Classic Craft) 11 Vertical cross sections 4 Door panel details (Classic Craft Rustic) 12 Buck and frome anchoring (XX) 5 Door panel details (Fiber Classic) 13 Buck and frame anchoring iOX/XO) 6 Sidelite panel details 14 Buck and frame anchoring (XOX) 7 Elevations 15 Components 8 Horizontal cross sections 16 Bill of materials and components 37.75' MAX. FRAME WIDTH 1 i i 37.75" MAX. FRAME WIDTH 76.75" MAX. O.A. FRAME WIDTH 1 1 i r 0 I!-- 1.5" 115.75" MAX. OVERALL FRAME WIDTH 37.5' MAX.....„..37.75" MAX. FRAME WIDTH -lFRAME WIDTH -i MAX. FRAME DIMENSION IIII DESIGN PRESSURE (PSF) INSWING x9 LII a POSMVE A. t r 37.75" x 98.00" r 7.--, IF -1.5" --moi CONFIGURATION MAX. FRAME DIMENSION MAX. D.LO. DIMENSION DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSE) OUTSWING POSITIVE NEGATIVE POSMVE NEGATIVE X 37.75" x 98.00" N/A 55.0 55.0 55.0 55.0 Ox / XO 76.75" x 98.00" 24.58" x 79.63" 50.0 55.0 55.0 55.0 OXO 115.75" x 98.00" 24.58" x 79.63" 50.0 55.0 55.0 55.0 PART 36.00" MAX. PANEL WIDTH zd D f L DETAILA -A 40ODOR PANEL Smooth Star 00000000000000000000000000000000000000 PANEL REINFORCEMENT0000000 --.11.18" 000000 0.023' THK. 00000 00000000 /r ----T0000000 jf00000000 0000000000 0 0 .t '- 00000 00 M 0000000000- D i 0000.`/--. 00000... 28.86%OPEN 0000000 AREAMAX. 00000000 DOOR SKIN 0.065" THK. P( SMOOTH STAR) POLYURETHANE FOAM CORE EXTERIOR ^/ = 6A00 PSI MIN. PANEL REINFORCEMENT INTERIOR 0.023"THK. 9 X 3" PFH WOOD SCREW TYP. 4CORNERS OF PANEL) C)HORIZONTAL CROSS SECTION ATOP RAIL 000000000000000000000000000000000000000000000 DETAIL A -A Pones reinforcement 2C HINGE STILE 26 LOCK STILE 2D BOTTOM RAIL EXTERIOR INTERIOR 22 VERTICAL CROSS SECTION D a8 zz0rn 8 Q z DAM 06/27/ 1 Sr LZ DWG. BY: JK cam, BY: LFS DRAWING No: FL -14665.1 siw 2 or 16 0 201 1 R. W. BULLGINOCO 1 1 1 36.00" MAX. PANEL WIDTH POLYURETHANE FOAM CORE 0 0 D -4LDETAILILA -A ODOORPANEL aasic Craft 0000000000000000000000000000000000000000000__ 0000000000000000, 0.023"THK. 00000 00 000000000000000000000000000000000000000000000000000 000000 - 0000000. 000000 000000000000000000000000000000000000000000000000000' 00000000000000000' PANEL REINFORCEMENT 0.023'THK. 9X3" PFH WOOD SCREW TYP. 4 CORNERS OF PANEL) PANEL RBNFORCEMENT DETAIL A -A Panelreinforcement 00 7OX FAP" 28 86% OPEN AREA MAX. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 1.45" L 3C HINGE STILE r`--- 4.07' —1 3B LOCKSTIIE ra 3D Boum RAIL EXTERIOR INTERIOR C)VEIMCAL CROSS SECTION 9 z0 0z mAre: 06/27/ 1 SCAM N.T.S. acro. er. JK axc. ar: LFS MANG NO.: FL -14665.1 aim 3 Of 16 36.00" MAX. PANEL WIDTH POLYURETHANE FOAM CORE II1'iiIII1II,IIIt:. DETAIL A -A L O000R PANEL c Classic Croft Rustic 0 000000 0000000 000000 0000000 PANEL REINFORCEMENT 000000 ( 0.023"THK. 000000 000000 0000000 0000000 ; 0 0000000 0000000: 000000 0000000 2886%OPEN 000000 AREA MAX. 0000 00000 0000 0 000000 0000000 V 9 X 3" PFH WOODSCREW TYP. 4 CORNERS OF PANEL) DETAILA -A Panel reinforcement rod - EXTERIOR INTERIOR DOOR SKIN 0.125"THK. Fy = 6,000 PSI MIN. t Of LIN 111 ;r HORIZONTAL CROSS SECTION 4B BOTTOM RAIL 4.05' 111111111111111 OLOCK 6HINGE STUUE PANEL REINFORCEMENT 0.023" THK. 750 4A TOP RAIL 0 EXTERIOR INTERIOR C)VERTICAL CROSS SECTION z U) d z mit: 06/27/ 1 sauE. N.T.S. owe m JK c en LFS DRAWING NW FL -14665.1 sNur 4 of 16 POLYURETHANE FOAM CORE 36.00" MAX. PANEL WIDTH 1 ze 1e DETAIL A -A ODOOR PANEL Rber Claak 000000000000000000000000000000000000000000000000000000000000000000000000000 0000 090000 00 000000000000000 00000--• 0000••• 00000 000000000000000000000000000000000000000000000000000000000000 DETAIL A -A Panelreinforcement PANEL REINFORCEMENT 0.023"THK. 9 X 3" PFH WOOD SCREW TYP. 4 CORNERS OF PANEL) PANEL REINFORCEMENT 0.023" THK. DOc 2886% OPEN AREAMAX. EXTERIOR INTERIOR 7— DOOR SKIN 0.110" THK. Fy = 6,000 PSI MIN. HORIZONTAL CROSS SECTION 1_1.531 VA 0 TOP RAIL 1.18" SC HINGE STILE 58 LOCK STILE r1.53.1 L 5D POTfOM RAIL EXTERIOR INTERIOR VERTICAL CROSS SECTION fr ri 1 am cf a Nz0Tn 0z w.1E 06/27/ 1 SCALE N.T.S. Mel Br: JK WK. er LFS mmmalmm FL -14665.1 sew 5 OF 16 Z 0 z 5 0 rc 0 A 0 a z 0z DATE: 06/27/ 1 SCALE' N.T.S DWG. e*: JK CNK. BY: LFS . DRAWING NO.: FL -14665.1 76 - SHEETSHEET 6 OF 16 0 36.00" X. PAN IDTH INTERIOR SIDELITE SKIN 0.065" THK. Fy = 6.000 PSI MIN. O6 DETAIL A -A EL STILE AND TOP RAIL 1- Siderite 1.54"° V 68 BOTTOM RAIDSIdelite 8 X 2-1/T PFH WOOD SCREW TYP. 4 CORNERS OF PANEL) DETAIL A -A Panel reinforcement 28.86% OPEN AREA MAX. EXTERIOR HORIZONTAL CROSS SECTION EXTERIO CELL iR G ING — TAPE PANEL REINFORCEMENT 0.023" THK. UTE FRAME Alum. 1/2' ht --GLASS BITE 46T- JmE INTERIOR ©c) DOW99595 Os) SIKA552 0 CIMINO DETAIL 1E: DOW 995 may be eliminated at door el (Max. Design Pressure = i 50 PSF) 1"THK. GLASS 1/8' TEMPERED GLASS AIR SPACE 5/32" ANNEALED GLASS 0.090" PVB INTERLAYER SAFLEX BY SOLUT1A 1/8" ANNEALED GLASS SWIGGLE GLAZING SPACER EXTERIOR INTERIOR VERTICAL CROSS SECTION HARDWARE TABLE MANUFACTURER MODEL KWIKSET KNOB: DEADBOLT: SIGNATURE SERIES SIGNATURE SERIES (980) HOPPE MULTI -POINT LOCK: TONGUE GEAR SYSTEM THERMA - TRU V 0 0 a PARTORASSEMBLY: ELEVATIONS m REVISIONS 0z DATE 06/27/ 1 SCALE N.T.S. mow: JK CHK. er: LFS DRAWING ND.: FL -14665.1 s1Err 7 OF 16 0 i 44 O0n X l THERMA - TRU V 0 0 a PARTORASSEMBLY: ELEVATIONS m REVISIONS 0z DATE 06/27/ 1 SCALE N.T.S. mow: JK CHK. er: LFS DRAWING ND.: FL -14665.1 s1Err 7 OF 16 0 EXTERIOR 1-1/4" MIN. INTERIOR EMB. (TYP.) EXTERIOR INTERIOR HORIZONTAL CROSS SECTION also approved oulzwin0 1-1/4" MIN. EMB. (TYP.) DHORIZONTAL CROSS SECTION Shawn w/lXsub-buck EXTERIOR INTERIOR 0.15' CSINK PP.) I-1/4° MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION Inswinglsge outswinga gi 1201PO 1131%i; o R.. 15\14 a 1R Io° HORIZONTALCROSSSECTIONS O2 oeir 06/27/ 1 SCALE. N.T.S. owc. sn JK MK. BY: LFS DRAM NO.: FL -14665.1 SHEET A_ OFlo_ 1 15" MIN. CSINK SEE NOTE 1 0 0 I5' MIN. CSINK lishirral 0 8+8 moi . 46; FAVAlF1` 1 Ise \ 0000 00 EXTERIOR DHORIZONTAL CROSS SECTION Inswing shown - outswing also approved NOTE 1. Sideite screws (item #I4) locatedat 6" from each end and 6 morescrews equally spaced (8 screws total perjamb). INTERIOR EXTERIOR INTERIOR IL, o' 0 0 SEE NOTE 1 C)HORIZONTAL CROSS SECTION Shownw/lXsub-buck HORIZONTAL CROSS SECTION Inswing shown - outswing also approved EXTERIOR INTERIOR 0 e 1-1/4' MIN. EMB. (TYP.) 0.15' CSINK TVP,) 0 NM mi Abily 0 mooSEENOTE1 C)HORIZONTAL CROSS SECTION a appro -outswing 1-1 /4" MIN. EMB. (IYP.) 0 ffi 0 20 17) d z WE: 06/27/ 1 SCALE: N.T.S. owe. en JK ax er. LFS cwweIe KO. FL -14665.1 s1Er 9 OF 16 0 0 5 m 0 0 VERTICAL CROSS SECTION Inswing shown - outswing also approved VERTICAL CROSS SECTION Shown w/1 X sub -buck 3 VERTICAL CROSS SECTION 10 J Outswing configuration VERTICAL CROSS SECTION Outswing configuration VERTICAL CROSS SECTION Outswing configuration VERTICAL CROSS SECTION Inswing configuration 5e; z0 N Oz m 06/27/ 1 Sr -.F' N.T.S DWG. ar: JK CHK. ar: LFS 0 z0 DRAWING NO.: 0 FL -14665.1 SHEET 10 Or 16 VERTICAL CROSS SECTION NOTE: 1. Sidelite screws (item #14) located at e from each end and center line 3 screws total ). EXTERIOR INTERIOR VERTICAL CROSS SECTION Outswing configuration 0 0 ( 1""" P17 m • INTERIOR EXTERIOR VERUCAL CROSS SECTION Shown w/1 X sub -buck VERTICAL CROSS SECTION Outswing confirguration VERTICAL CROSS SECTION Inswing configuration e 2223 ,ue 6°"m 2 2i!"63 8 11S° 5 LL 4 g EE 3 0 z 0 l vii KU DATE 06 27/ 1 MALE N. T.S. 01n. BY: JK CHK. en LFS DRAWING NO, FL -14665.1 SHEET 111 OFL m 0N cdg6az ceO T w SEE HINGE DETAIL BUCK ANCHORING HINGE JAMB 1t AC - FRAME ANCHORING STRIKE JAMB STRIKE JAMB Masonry Consfructon Multi -point Lock Latch & Deadbolt CONCRETE ANCHOR NOTES: 1. Substitution ofequal concrete anchors from a different supper may have different edge distance and center distance requirements. 2. Concrete anchorlocations at the comers may be adjusted to maintain the min. edge distance to mortarjolnts. Concrete anchorlocafions noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dknension are not exceeded. 3. Concrete anchor table: ANCHO$• TYPE ANCUOR SiZE EMBEDMENT•, IN CLEARANCE To MASONRYEDGE Miry CLEARANCE TO ADJAC€NTANCHO.R:;;? ITW 1/4" 1-1/4" 2-1/2" 3" ELCO 1/4" 1-1/4" 1" 4" ITW 3/16" 1-1/4" 2-5/8" 2-1/4" HiNGE DETAIL 2X BUCK 0 0 `i(t O 0I m OHINGE DETAIL 1X BUCK 1xBUCK 21 BUCK ixBUCK 2x BUCK 2x BUCK 1x BUCK LATCH d DEADBOLTDETAIL STRIKE DETAIL MuBt-point Lock LATCH L DEADBOLTDETAIL Multi -point Lock Lu Lu rm mz0 0z DATE 06/27/ 1 sc.m N.T.S. D'N . ox JK aac. er LFS WANG NOz FL -14665.1 SHEET 12 DF isi TYP. MASONRYI OPENING 2X BUCK HEAD JAMBS 11 ID FRAME SHOWN FOR REFERENCE m0 BUCK ANCHORING Oz IR `< Op 0 1 z z FRAME xx SEE HINGE DETAIL HINGEJAMB MASONRY OPENING CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete " MAX.anchors maybe requiredto ensure the ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR IYPE .... ANCHOR, SIZE .. MIN EMBEDMENT Milt CLEARANCE TO: MASQNlY EDGE. MIN CLEARANCE 10 ADJACENTAHCHOR ITW 1/4" 1-1/4" 2-1/2" 3' ELCO 1/4' 1-1/4' 1" 4" 1TW 3/16" 1.1/4" 2-5/B" 2-1/4" 2X BUC SEENOTE 1 IX BUCK SEE NOTE 2 2XBUCK TYP. @ JAMB — TO REINFORCEMENT t II TYP. SILL FRAMEANCHORING Masonry conshucilon I 6" I+ SEE NOTE 1 c1 a STRIKE JAMB STRIKE JAMB Mutes -pointLock Latch & deadbolt LATCH & DEADBOLT DETAIL NOTE: 1. 3/16" x 3-1/4" ITWconcrete screw toe -nailed through muIlion into masonry (each face) at sll 2. #10 X3" woodscrewtoe- tiledthrough midiron Into masonry (each face) at head LATCH & DEADBOLT DETAIL 2X BUCK 00011 I0 II t OHINGE DETAIL O 1X BUCK STRIKE DETAIL Multi point HINGEDETAIL 2X BUCK 0z Luh: 06/27/ 1 SCALE N.T.S. Dxc. m: JK aDc en LFS DR55 No: FL -14665.1 stem. j or 16 94 10 y l 13314S 59941-1d roM 0nu8va0 Shc 'A8 'WO Nf 1.8 STN vex ll LZ 90 3Lw oer Zv X 0f+1 0 0 11ogPoa0 8 40401 Po1 4u10d-ltlnW IIWYr DIES tiwvr 3YI81S 183 1' 11Y13011000%30 Y H31Y1 poa4 to (cool 4009) AJuosow olid uotpnw 4600141 papou-col M9JOS pOOM ..c X 013 'Z p s l0 (eool 40oo) AJuosow olid uoipnw 4600141 pOltou-col moms ala10u03 Mil „p/ t- x .91/£ ' l 310N Pol tul0d-u10W WHO 110110V30 4 H3IVI u) t • ON 33S F—.9 0- A • II 0nusuoo Jtonq}tZ•yr 9N140H3NY 3WY8d 9NIMSN PCl lulod-ulnW 11Y130 3111815 O O 0 1N3W3380dNI33 01 9Wvf S9WVf 80V3H'dA1 None Xt t/L-Z 9/91 t/L-L 9lit Mil A XVI XL 0013 n5 2/L -Z til -L PR Mil 80HJNYIN3JWQV 01 3JNVdV313 •NIW 3503 AdNOSYW 01 3JNY8V310 •NIW 1N3W039W3 NIW 3ZIS 8OHDNV 3dA1 80H3NV elgol Jo4ouo eleJouoo 'E papeeoxe lou 910 uotsuawlp „831N30 NO 'XV W, awl come 04 paJlnba) aq Aow sio40uo el0l0uoo louollppo 'slulolJ04Jow 04 a0u01s1p 9609 •utw 9144 ul0{uow 04 pelsnfpo aq lsnw..831N3J NO 'WK. so Palau 9u0µ0001 J04ou0 048J0u0J '4U/Of follow 04 a0uolslp opo • ulw 0144 u101W0w Ol palsnfpo eq Aow LOU/00 e4l l0 suC:410001Jo40u0 e4a10u03 'Z sluawannboi a0uolstp 104u00 puo e0uo4s4p a6pa lua1alllp an04 Aow 199ddns lua1aglp 0 woJ4 81040u0 ala10u00 lonbe to uounlgsgng '1 5310N 8OHONV 91333NO3 9WYf 39NIH 9N180H3NV YJH9 x3f19 XZ 3WV ONI AeIN Non9 XZ Z310N33S 33119 XI dO SVW L O Z • 1 11 III H 1 1 33N32133331 2104 MOHS—\ V2I4 3W2J3 ( S9WVf 4 OV3H ONIN3d0 A3NOSVW 4.625" 3.625" 1 2E MULTI -POINT STRIKE NATE r 8.819" 7 0 r 27 LATCH AND DEADBOLTSTRIKE PLATETonguesystem MANUAL RAISED TONGUE GEAR SYSTEM OMULTI -POINTLOCKSET 3 Point 'Tongue" O U Z0 8 0z ah: 06/27/ 1 sou. N.T.S. DWG. HA JK clec. en IFS DRAWING NO.: FL -14665.1 SHED' OF _IS_ BILL OF MATERIALS ITEM 1 DESCRIPDON MAMMAL A 1X BUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE D 1/4" X 2-3/4" PFH ELCO OR IIW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4"X1-3/4"PFH ITW CONCRETE SCREW STEEL G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4' x 2-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K 8 X 2-1/2' PFH WOOD SCREW STEEL L 10 X 2-1/T PFH WOOD SCREW STEEL 1 EXTERIOR UTE FRAME ALUM. 2 INTERIOR LITE FRAME ALUM. 3 LITE FRAME TRIM ALUM. 4 10 X 1-1/T PFH SM SCREW STEEL 7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4X4"HINGE .09T'THK. STEEL 10 10 X 3/4 PFH WOOD SCREW STEEL 12 10 X T PFH WOOD SCREW STEEL 14 9 X 2-1/7 PFH WOOD SCREW STEEL 15 OUTSWING THRESHOLD ALUM./COMP. 18 OUTSWING THRESHOLD ALUM./WOOD 20 SIDE JAMB SG >= 0.42 WOOD 21 2X MUWON REINFORCEMENT SG>= 0.42 WOOD 22 3 POINT 'TONGUE" MULTI -POINT LOCKSET (Mfg. BY HOPPE) 25 LATCH STRIKE PLATE STEEL 26 DEADBOLT STRIKEPLATE STEEL 27 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 28 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 29 INSWING SIDELITE ADAPTER PVC 31 OUTSWING THRESHOLD ALUM./WOOD 32 DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUM./COMP. 34 OUTSWING SIDELITE ADAPTER PVC 37 OUTSWING THRESHOLD ALUM./WOOD 40 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT(SMOOTH STAR) 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (CLASSIC CRAFT) 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (CLASSIC CRAFT RUSTIC) 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (FIBER CLASSIC) 80 SIDELITE PANEL W/STEEL REINFORCEMENT 4.95" j )-- 0.40" OHINGE OUISW ING THRESHOLD18Withthem! &oaks0 II r f E iT 5.83" 33 INSWING THRESHOLD 4.56" OHEADiSIDE Jamb o • r_2.17-.-1 0.06" Y9 SIDEUTESPACERInswing 31 OUTSWING THRESHOLDCoastal 15 SWING THRESHOLD Msubstrate T3 I 2.11" r- . 1—sr-v 1 OSIDEUTE SPACER outng 1 s 02 wtE, 06/27/ 1 SCAIL N.T.S. axo. er. JK ax e,: LFS RRAMO No.: FL -14665.1 SHEEt o, 1Q z z 0U 0 3 m 0 0 O R W B R W Building Consultants, Inc. Consulting and Engineering Services for the Building industry C P.O. Box 230 Valrico, FL33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorintion No. 9813 Product Evaluation Report Report Vo.: Date: FL -14665.1 fune 23, 2011 Product Category Sub Category Manufacturer Product Name Exterior Doors Swinging Exterior Door Assemblies Therma Tru Corporation 118 industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Opaque Fiberglass Single Door w! & wlo Sidelites Inswing/Outswing impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 9N-3, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -14665.1 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using threshold item #31 meet water infiltration requirements for "HVHZ". 8. Configurations using threshold items #15, #18, #33 and #37 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -14665.1 Supporting Documents: 1. Test Report No. TEL 06-1031-3 TEL 01460105.1 TEL 01460275 1542 7-1 07 362 ATI 67508.01-106-18 2. Miami -Dade NOA 06-0406.11 09-0127.13 for size and design pressure limitations. 3. Drawing No. No. FL -14665.1 4. Calculations Anchoring ASTM E 1300 Glass Load Test Standard TAS 201-94, 202-94 & TAS 203-94 TAS 201-94, 202-94 & TAS 203-94 TAS 201-94, 202-94 & TAS 203-94 ASTM E 84-00a Equivalent toASTM E 84-04) ASTM D 1929-96(2000)e1 Materials Fiberglass door skins by Therma Tru Saflex Interlayer by Solutia Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. Testing Laboratory Signed by Testing Evaluation Lab., Inc. Wendell W. Haney, P.E. Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 6/29/2011 PF 1605 Sheet 1 of 1 Toll Brothers Lot # 30D- PGCC l 1IAMFDADf COUNTY Opening: 16 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 www.buildingcodeonline.com DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005-1, titled "Aluminum French door & Sidelite-Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005-1, titled "Aluminum French door & Sidelite-Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. • 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FPL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME-1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to `E.I. DuPont Denemours" for DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06-21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E-1 sy 1. LLc,. L shag I. Chanda, P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTJOb(S• A. 3/8" LAMI NOM. (.402) CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUMPLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUMPLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFEMAXIMUMPLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEELSCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGEREQUIREMENTSSEESHEETS8THROUGH10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGHVELOCITYHURRICANEZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS — 090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 1/2" GLASS BITE I 402 ---® 3/8" LAMI NOM. GLAZING OPTIONOR B, NOTE 1 Rood Er FKaar/ar F.K. Orson flyF.K 114 108D7 61407 222/97 INT. - • 3/16" HEAT STRENGTHEND GLASS EXTERIOR 1/2" GLASS BITE EXT. - • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 465 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Apprused ascomplying *kb the Florida guaiing Code Dale /8i Zpe7 NOAS 07- 0 4 ZA. /, Miami Dude Product Control ui. RT'isl,a.ft 1. CIwN_ 144."101 A oftsaaaay J.J. CLARIFY EXT. OF CRASS, OVERALL THICKNESS AND GLASS BITE. ADO GLASS BITE 095 TO GLAZING DETAKB, ADD GLASS OEC. TML, REVISE NOTE 1, GLASS DESCRPt. 6ADONOTE P. 5/2907 1070 TECHNOLOGY DRIVE NOKOMIS, FL 91275 P.O. BOX 1528 NOKOMIS, FL 91271 PST NOTES AND GLAZING DETAILS Tar ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better 5.1•.51.! FD101 1X 1 > 10 aa+s 110051 B its 4 . 4.1, Rooe#I L. Clark, P.E. PE 539712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" ®2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. 75.0 +75.0 I -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX. OX/XO WIDTH = 73 1/2" 0 WIDTH SINGLE SIDE UTES WITH GLASS TYP - A - es MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH = 107 3/4" n wan MAX. OXXO WIDTH = 143 3/4" 3° 37 1/2" NOTES: 1 A. 3/8" LAMI (1/8" A, .090 PVB 3/16" HS) 1 B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 6° 71 3/4" 75.0 27 3/4" 75.0 -75.0 75.0' -75.0 75.0 75.0 75.0 36 1/8" 75.0 75.0 +75.0 -75.0 71.4 -71.4 67.6 7. r +64.2 75:C.)) 64.2 36 3/4" 75.0 -75.0 74.9 , -74.9 70.4 70.4 66.6 1-63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D 36 3/4" 75.0 -75.0 +75.01 -75.0 75.0 -75.0 75.0 75.0 75.0 75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 251/2" 4° 47 3/4" 58.6 -58.6 55.4 55.4 52.4 52.4 49.8 -49.8 47.4 47.4 27 1/2" 51 3/4" 54.9 -54.9 51.8 51.8 49.0 49.0 46.5 -46.5 44.3 44.3 29 1/2" 55 3/4" 51.7 -51.7 48.8 48.8 46.1 46.1 43.8 ! -43.8 41.6 41.6 28 31 1/2" 5° 59 3/4" 49.0 -49.0 46.2 46.2 43.6 43.6 41.4 -41.4 39.3 39.3 28 33 1/2" 54 63 3/4" 43.1 I -43.1 43.1 43.1 41.5 41.5 39.3 -39.3 37.3 37.3 351 /2" 67 3/4" 3° 37 1/2" 6° 71 3/4" 38.11 -38.1 38.1 38.1 38.1 38.1 37.5 !! -37.5 35.6! -35.6 34.0 -34.0 34.0 34.0 34.0 34.0 34.0 -34.0 34.0 -34.0 SINGLE O WIDTH SIDE LITE RwNMT as 10 3/4" GLASS TYPES A, B, C OR D 75.0 -75.0 75.0 75.0 75.0 75.0 75.0 r -75.0 75.0 75.0 12 3/4" 75.0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19" 72.4 72.4 68.5 68.5 65.0 65.0 61.9 61.9 59.0 59.0 21 3/4" 64.5 -64.5 61.0 61.0 57.8 57.8 55.0 -55.0 52.4 52.4 27 3/4" 52.9 -52.9 49.9 49.9 47.2 47.2 44.7 -44.7 42.6 42.6 36 1/8" 35.2 ! -35.2 35.2 35.2 35.2 35.2 35.2 -35.2 34.4 34.4 36 3/4" 34.0 ; -34.0 34.0 -34.0 34.0 34.0 34.0 34.0 34.0 34.0 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF AS. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Appi cd x..11111I,* logwithlbs Florida Bo. "ins Cols..., Dalt NORMMiami D.& Product Co"wt Am Sy F.KRoves, Fx Own or- F.K. OolirMN&D7 hoSstote O*YNlg7 IY"I.hrrA REVIBEO TABLE2. DESIGNPRESSURESANDCLAMPED NON. RERF. VERSION CORMS GLASS TYPES dM 080966420? NOTES M ADO NOTES 5A S. REVISE NOTE 1, 2 S 3. ADD NOTATIONS TO TABLE 1AND 2. REGUDE AWL SIZE DEMO PRESSURE AND ADJUST. ALL DPS FOR TABLE oft. 2/22/07 avasasrJ.J. 621/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O.8(0 1529 NOKOMMIS, FL 34274 dT ostimmos DESIGN PRESSURES nN, ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better F0101 VOA Ix 2 10 o,a+vw+ 11005-1 aat B t</ I 1' - I Robert L. Clark, P.E PE 1139712 Structural SEE NOTE 4 OR XO 109 1/2" MAX. MAX4.--, I--.- SEE NOTE 3—f--36 " 49 iii O j X O 1 m E , X ACT. E SEE NOTE 4 71 3/4" MAX, 24 9/16" MAX. DLO (TYP) NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO"XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 4.079) OXO SEE NOTE 4 B C F 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4' 143 3/4" MAX. SEE NOTE 3 36 3/4' MAX. SEE NOT 95 3/4" MAX. TYP.) 84 3/8 - MAX. DLO TYP.) AX A -- XX ih B O OxxO G G DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -12 15/18" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -3 1/8" SEE NO 4" P.) OLT 18 zm7_ 07_ o cep, to St.q1 I.,C4..r- Prod BF art RwYbr wady- F.K. W1107 Sam tura. CORRECT VERTICAL DLO ANO FORMULAS FX. SeY drW7 PrelimA ADO DLO FORMULAS FOR 000RAND SDE LITE ADD 000/ OLODW. OENTWYDEAD BOLT AND SPECIFY 7TACT. AND X' PACT. Orton OfF.K. 272107 CnwMBYJ.J. Or: 821/17 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS. FL 34274 PST arae... ELEVATIONS nw ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better war 00101 e.r< NTS r1.a 3 > 10 Orw 11005-1 am, B Robert L lark, P.E. PE 439712 Structural n 0 m 9- XACT. /XINACT. m E , X ACT. E SEE NOT 95 3/4" MAX. TYP.) 84 3/8 - MAX. DLO TYP.) AX A -- XX ih B O OxxO G G DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -12 15/18" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -3 1/8" SEE NO 4" P.) OLT 18 zm7_ 07_ o cep, to St.q1 I.,C4..r- Prod BF art RwYbr wady- F.K. W1107 Sam tura. CORRECT VERTICAL DLO ANO FORMULAS FX. SeY drW7 PrelimA ADO DLO FORMULAS FOR 000RAND SDE LITE ADD 000/ OLODW. OENTWYDEAD BOLT AND SPECIFY 7TACT. AND X' PACT. Orton OfF.K. 272107 CnwMBYJ.J. Or: 821/17 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS. FL 34274 PST arae... ELEVATIONS nw ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better war 00101 e.r< NTS r1.a 3 > 10 Orw 11005-1 am, B Robert L lark, P.E. PE 439712 Structural EXTERIOR 30 12 0 13 MAX. DLO 1? INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A -A VERTICAL EXTERIOR MAX DLO INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B -B VERTICAL CLEAR COLORED SEALANT SL VIEW G -G CORNER ASSEMBLY Approved u campiying with tIKFloridaBuidingCude Date 43t 4 74707 NOM/ 07. • • • 'SC7q. /dMiamIeieDadeProduct rrCoth I tCBY4.01 Ute, Use Usfskne Pondkr FJC L1mac O%807 SAW*: tars FK 6/1607 NOCHANGETHISSHEET. A SHOWDoLm EHOLLOWHEADSECTIONATOCWNERAS$E,aLY OssilOBFJC 222/07 dnmabeer' carrJ.J. 9@1/07 10707ECFNOLOOYDANE NOKOADA FL 91275 P.O. DQ11192a NOXOWS. FL $Q74 Pc T EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT VGib1y Better earame FD101 1/2x arms 4 d 10 oresus 110051 ere B XX' SECT. C -C HORIZ. MAX. 'X WIDTH MAX. 1DLO X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING SEE SHEETS 7, 8AND 9) MAX.. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FORAPPLICABILITY INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with IkeFloridaDutdinpCelsDalet . 1 Cap NOM 0 4 /) Mlami Daae Product Control EthrBy ic4,e7 1. liartar tart AMODIC ArAd FX Cabe 5I1&07 AnWas NO CNAMOETINS 54 ET. nn.nFPK FJC NitBrdA7 2/22107 A or J.J. ADD 73005MOEUM TOQEC1tOWE.Ea'BWGAESAEWE' 70SECT. FF aac821177 1070TECHNOLOGYDRNE N0K0403, a34275 P.O. BOX1527 NOKOLLtS, FL 34274 PGT Visibly Better VERTICAL SECTIONS TVs ALUM. FRENCH DOOR & SIDE LITES, IMPACT axwer Fro 1/21 Mar 5 d 10 Irsep 110054 RIC B Robert L. lark. P.E. PE 939112 Shintoist ITEM 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 DWG* 943B 1010 7070 955 938 956 995 996 952A 11000 1670 11004A 11001A 11002A 11003A 915D 1010 6608 1140 1048 930 PGT# 60411 60300 67070K 7955X 7938X 7956A 7832X12FP)W 70995 70996 6533016 611000M 871870 611004M 411001A 411002A 411003A 60380 60300 66608M 78X112PSATS 71048 41721N DESCRIPTION FRAME HEAD WSTP.,Q-LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE 8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 6081-T5 8 X1.500PHSQAT/S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 1118 710X34PFA 10X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 9100 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B 10X.625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16-18 THREADED ROD 36 990 7990NUTA 5/16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT 8 X.75 PH. FL. TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW 8 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 9838 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 80200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F 8 X.750 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 8R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA 10 X .750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA 10 X.750 PH FL. SMS ITEM DWG # PGT# 60 920D 6920D 61 921D 6921 DESCRIPTION SIDELITE HEADER SIDELITE SILL 62 916B 60381 SIDELITE JAMB 63 1155 781PQA 8 X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 12 X 1.000 SHEET METAL SCREW 70 712653K SETIIING BLOCK, 3/32" X1/4" X 1" W/PSA 71 71287K SETTING BLOCK, 1/16" X1/2" X1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK f 360 t3 OUTSWING THRESHOLDCHANNELCOVER 6063-T6 1-' 2.750-- 1.000 1 6501 125J @TUBE MULL 6063-T5 Approved es eeoupl7lnd eld, the Floral, Boutin Cale Dote &e.T Ifj1 i07 NOAP o7 -O 29• O MIAMI Dade ['gothic, Control Division IB7TSCt41e I. L Amelerr dot R asvae Die Fit hrelokag 1 NOCHANGE TMB SHEET. ttwrer. FJC Dow 57407 tL,tWc A 100 REM 103DEAD SOLTANO'INACTIVEPANEL ONLY' 701113141. urnFJC 7 uawde7J.J. DOC6/21,87 1070 TECHNOLOGY0P E N2KOM1$ FL 34278 P.O. BOX1520 NOKOONA a 34274 PST Vuib& Barer PARTS LIST TIM ALUM. FRENCH DOOR & SIDE LITES, IMPACT arr.u,re F0101 sale 112x ae.e 6 + 10 orvrd 110054 1 B 4.626 4.000 1.400 r1.750 062 j DOOR PANEL TOP & BOTTOM RAIL 8083.75 4.728 4.100 x1. 7501 r 1.7 r1.750 082 31 1 1.272 FILLER HEAD ADAPTER 6083-T6 I-3.000-1 OFRAME HEAD 6063-T6 1.479 1 11 OUTSWING THRESHOLD6063-T8 DOOR PANEL SIDE RAIL 8083•T5 4.726 4.100 44 1.500 Il 3126 j J I .750 1 TRUSS CLAMP FJ 6063•T5 4.875 L DOOR PANEL INTERIOR ASTRAGAL 6063•T5 4.675 4,726 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 k -.525 683 050 2 7/18" GLAZING BEAD6083-T5 3.100--J 6.085 5.459 .075 075L SL HEADER 6083-T8 750 5.212 4.586 T - I --3.100--I SL SILL 608376 1.4801 20 DOOR FRAME, JAMB 6083.76 1.578 890 050 3.000 62 S6063- T6LJAMB 830 r 2.980 050 SL JAMB 66 ADAPTER 6083-T8 37 WEATHERSTRIPCHANNEL 6083-T5 2.1125 _ 1 32 HING6063.E75 0.375 125 Approval as campt)ing with the Florida BuWiaa Code Dal, O -T 1212:07NOAHh7-04 7 41. 0 Miami Dade Pr dart Castro' 4147.1 I.6144.4. 8 talc Mater DEW F.K Piteirac e NOCHANGE n9J9fET.. RemdOFFK d14M7 ADD 120011.10 17134 20 a OLtSS EEO OW 701IEM934 31, 44.45442 F.K 212267 X1107 W707ECMV0L00YDRiFE NOKOMIS, FL34275 P.O. DLw1629 NOKOdd& FL 34274 Pc T EXTRUSION PROFILES 1.01 ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better ION/ IMae F0101 Sale 1/2x 7 • 10 Casey Mx 11005-1 r4K B z/' artL Clark, P.E. PE #39712 Structural JAMBZONE " 8" JAMBZONE " A" HEAD ZONE "C" T JAMBZONE ' A" JAMBZONE " A" SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAtZONEI ZONEED" F•'±ZENE t j OXO SILL SILL I SILLZONEtZONE "F" }ZONE E" SEE TABLE 7., SHT. 9 "E" NOTES: w N i HEAD HEADiZONE "D"-1—ZONE "D" I XX SILL SILL ZONE "D" ZONE "D" SEE TABLE 4., SHT. 9 JAMBZONE " A" HEAD JAMBZONE " A" JAMBZONE " B" HEAD I ZONE"E"—T O SILL ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD t—ZONE"D" t ZONE "F" t ZONE -t i XXO OR SILL SILL 4 SILL ZONE -{ ZONE "D" ZONE "F" "E" SEE TABLE 7., SHT. 9 JAMBZONE " B" HEAD t- ZONE --- JAMBZONE " A" y_ HEAD HEAD ZONE "D" ZONE "E" XO OR OX SILL } SILL ZONE "D" ZONE "E" SEE TABLE 6., SHT. 9 HE:1 HE E"F"ZONE "F" JAMBZONE " B" HEAD ZONE -1 EXAMPLE ANCHORAGE SOLUTION FORA CONCRETE OXXO INSTALLATION wI OXXO I t\ N x x x JAMBZONE " B" rZ ENE }— ZSILL F" t ZONE F" ENE t SEET : ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H UNIT, 71 3/4"W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 11. 1/4" ELCO TAPCONS ( 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED O SF'ALANG AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILLOF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. A. 19" x 83 3/4" SIDE LITES "B" AND E" ZONE ANCHORS FROM TABLE 7, SHEET 9 PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Florida guiding Coo e NNOM DOT I Miami Dade Product Control Division, Rs t/ I_L144- ReadOrFxNeery F.K. a16O7 NO CHANGE THIS SHEET. tela 0/1497 Reelable A CHANGE307 OR DX' ANCHORZONE FROM O' TOTY. ADOANCH OR TYPESTOSOLUTION. F. Koraarr 2/27V7 J.J.Owesder OarB?1107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pc T ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better a.raamo F0101 NTS 8 > 10 Orr. 11005-1 G ) Rob L Clark. P.E PE 939712 Structural TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE d SUBSTRATE Ai..C.D 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS ALSO X DOOR OF XO B OX) GLASS TYPES A. B, C, D ANCHOR TYPE SUBSTRATE 2,3 WOOD 1,2, CONC TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE SUBSTRATE 23. WOOD A. 6. C, D 1,2, CONC TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE SUBSTRATE B,C.D 2,3, WOOD 1,2, CONC TABLE 7. OXO, XXO, OXX OXXO GLASS TYPES ANCHOR TYPE 2, 3, W000SLIBSTR4TE A, B. C. D 1,2, CONC DOORWIDTHS X" • 25.50 TO 37.50 LOAD ZONES DOOR WIDTHS LOAD ZONES 0(" - 47.75 TO 71.75 d di1$ yL`-/ lI W . . ytWL " 51" WIDTH Hf. X x XSX Xl WIDTH HT. 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75\ 4 3 8 4 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 WIDTHS 0" - 10.75 TO 36.75 LOAD ZONES WIDTH x HT. p O O 0 DOOR WIDTHS X" - 25.50 TO 37.50 LOAD ZONES SIDE LITE WIDTH x HT. 0 - JAMB ' B' O 0 O b coi DOOR WIDTHS X"- 25.50 TO 37.50 LOAD ZONES XX" - 47.75 d TO 71.75 P 2 SDE LITE WIDTH X HT. O 0 X 2 3 3 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 27.50 x 79.75 5 2 7 4 2 3 51 75 x 79.75 5 4 7 4 2 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 95.75 6 2 7 4 2 5 95.75 8 4 7 4 3 5 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 91.75 6 2 8 4 2 5 91.75 8 4 7 4 3 5 95.75 6 2 8 4 2 5 95.75 8 4 8 4 3 5 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 91.75 6 2 8 4 2 5 91.751 6 5 8 4 3 6 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 33.50 x 79.75 8 3 8 4 3 3 83.75 x 79.751 5 5 8 4 2 3 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 3 3 3 3 3 3 3 10.75 x 79.75 4 1 4 1 83.75 4 1 4 1 87.75 4 1 4 1 91.75 1 4 1 9575 4 1 4 1 12.75 x 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 10.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 2 2 2 2 2 12.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 2 2 2 2 2 19.00 x 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75\ 4 2 4 2 95.75 4 2 4 2 19.00 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 3 3 3 3 3 21.75 x 79.75 4 83.75 4 2 4 2 2 4 2 87.75 4 2 4 2 91.75 6 2 4 2 95.75 5 2 4 2 87.75 6 3 8 4 3 5 87.75 8 5 8 4 3 5 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 95.75 7 3 10 4 3 5 95.75 7 6 10 ( 4 ', 3 .' 5 27.75 x 79.75 6 83.75 5 87.75 5 91.75 6 95.75 6 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75 5 3 D7 27.75 x 79.75 5 3 a 83.75 5 3 ; 0 87.75 5 3 < 91.75 6 3 95.75 8 3 z 2 J 35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.75 6 5 8 3 5 83.75 6 3 8 4 3 5 83.75\ 6 5 8 4 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 37.50 x 79.75 8 3 8 4 3 5 71.75 x 79.75 6 5 8 4 3 5 83.75 8 3 8 4 3 5 83.75 6 5 9 4 3 87.75 7 3 10 4 3 5 87.75 8 5 9 4 3 5 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 36.13 x 79.75 6 75 6667.751 91.75 7 95.75 7 Opening 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 36.75 x 79.75 8 3 4 3 83.75 6 87.75 7 91.75 7 95.75 7 3 4 3 3 4 3 3 4 3 3 4 3 36.13 x 79.75 6 4 83.75 6 4 87.75175 91.75 7 5 95.75 7 5 36.75 x 79.75 8 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 1- 2 4 2 W 4 2 4 2 4 2 4 3 4 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 0z EJO 0x E JAMBAN 10.75 x 79.75 4 2 83.75 4 2 87.751 4 2 91.75 4 2 95.75 4 2 z 12.75 x 79.75 4 2 § 83.75 4 2 iu 87.75 4 2 CO 91.75 4 2 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 19.00 x 79.75 4 3 u.< 9 LL 83.75 4 3 0(4 2)0 87.75 4 3 Az 4 2 1 91.751 4 3 4 2 la 95.75 4 3 L.1 4 2 V 21.75 x 79.75 4 3 8 4 2 1 83.75 4 3 0 4 2 0u. u. 87.75 4 3 , 4 2 . 91.75 5 3 g 4 2 0 95.75 5 3 .4 4 2 ei 27.75 x 79.75 5 3 4 2 83.75 5 3 F 4 2 87.75 5 3 >E 4 2 91.75 8 3 8 4 395.75 8 34 3 I36.13 x 79.75 6 4 83.75 6 4= 4 3 6 87.75 7 5 0 4 3 91.751 0_5 4 3 95.75 7 5 = 4 3 36.75 x 79.75\ 6 4 V 4 3 83.75 6 4 it 4 3 87.75 7 5 4* 4 3 91.75\ 7 5 95.75 7 5 4 3 W 4 3 1 APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8 Opening. 16 I Appetit ed as complying with the Fletida xawrol/ CodeDatepLTif/ ?CVO NOMI el7_nLJy'. i0MY.l Dade Frodect Clothed Divde Ry e I LGS9 I, £: L', Ilexeny FJSmelb FJCCuaneFF.K W1&07 D/r 1407 deir2/2207 NO CHANGE THIS SHEET. MYnx ADD 'AM USE W/ TABLE d TO TABLE 4.. v. CHANGE TABLE&, HEADZONEA '0'70174140 COLL&NREFERENCE ADO 'Or TOANCHOR TYPE tfadrM oras J.J, 6Q1/07 101TECA4D5IVE PNQKOMIS, FL 75 ST P.O. BOX 1529 NOKOMIS, FL34274 Visiby Better ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT anr.assae Zeas a6ee 01111111104 FD1O7 NA 9 • 10 I 11005-1 I / Y l 47/z; I4 Rdhe4L Clerk. P.E. 939712 Srocwral 2X WOOD BUCK, NOTE 2 1 3/8" MIN. 3.4 KSI MIN. CONC. EXT. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD EXT. ANCHOR TYPE 2 OR 3, NOTE 1 1 3/4" 1 3/4" MIN E.D MIN E.D. DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM i MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 CONC ANCHOR Ilr ON STAGGERED CENTERS, NOTE 1 2X WOOD A EXT. 1X WOOD BUCK, BUCK, NOTE 2 NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 21 1X WOOD BUCK, NOTE 2 13/8" MIN. MAX.1/4" . - - 1/4" MAX. ANCHOR, SHIM SHIM CONC. EXT. WOODJANCHOR NOTE 1 TYPE 2 OR 3, 1 1/4" TYPE 1 OR 2 (CMU) rillNOTE 1 13/8"TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) DOOR HEAD (CONC) 1 3/4" LPN. E,,4,, I 1 3/4' MIN. E.D. EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4" MAX. SHIM 1/4" MAX. SHIM 1 3/8" MIN. CONC. ANCHOR, NOTE 1 1.5 KSI MIN. CMU OR 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAM_ B (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1W000ANCHOR. TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 1X WOOD EXTEXT. BUCK, NOTE 2 EXT. NOTE 3 Met - WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 T 1 3/4" MIN. E.D 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 314" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. DOOR JAMB (WOOD) DOOR JAMB (CONC) EXT. 1/4" MAX. 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 1 3/8" TYPE 1 1 3/4" TYPE 2 1 3/4" IN. E.D 3.4 KSI MIN. CONC. f DOOR SILL (CONC) L7 SHIM 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1/4" MAX. SHIM J 7.113/8" TYPE 1 1 3/4" TYPE 2 I+ 1 3/4" yl MIN. E.D. SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS 14 MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVEDIELCO 1/4" TAPCONSPMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE 12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). ApprtniJ 'e.,, -., ,•,, II ILr Florida 119“:41911:4:4, Bak OCT/k'l2ooi Nom o7-OG29. (o Miami Dale Prodee1 Control B8 451 I.CL WUUU liUCKS Uhl -IL. I tU AS 15 ANE LtSS I HAN 1 1/Z- I HICK. l x WODU tlUCKS AXE UN 1 IUNAL 11- UNI I IS INS 1 ALLtL1 UIKtL 1 LY IL/ SULIU WNUKt it. VVUUU ¢SUL,r DEPICTED AS 2x ARE 1 1/2" THICKOR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PawlSr CNA 1444444 amilly Dow rw... FK 011507 B NO CHANGE 1748 SHEET. Ibgd4r F.K ha I'1407 SPEC. TYPE 14 2EMBED. ON CONC. DETAILS. SPEC. TYPE 213 ON 9000 A DETAIL& ADDANCHOR TYPES 70 NOTE1. Oman er O arrow ar F.K 2/22/07 J.J. 821/07 10701 ECl NYO I.00V DRIVE NOKOMIS, FL 34275 P.O. BOX 1524 N 3(0945. FL 34274 Visibly Bette ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ranter F0101 INTS ae aa,aoau 10 d 10 11005-1 B RobetrI L. Clark. P.E. PE 438712 Structural MIAMFDADE COUNTY Toll Brothers Lot # 30D PGCC Openings: F,A1,A2,A3,A1A,A1B,A1C,1A,H,E3,E2,E1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 372-6339 www.miamidade.gov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice ofAcceptance number and expiration date by the Miami -Dade County Product Control Division. I MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION ofthis NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ofthis NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises NOA # 08-1112.10 and consists ofthis page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI.DADE COUNTY APPROVED NOA No 10-0504.05 Expiration Date: February 19, 2014 A roval a e: afol PP PmSeptember 6 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08-1112.10" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows ofvarious shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3835, dated 07/18/03 and Test Report No. FTL-3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC-2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. Submitted under NOA # 08-1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTME-1300-02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08-1112.10" 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB", expiring on 12/11/2010. F. STATEMENTS "Submitted under NOA # 08-1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest", dated 11-06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. E-1 og/30/1" Carlos M. Utrera, P.E. Product Control Examiner NOA No 10-0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR W00D SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300-02, 3—SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM 01300-02, 3—SECOND GUST. 3. ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TI -110 PRODUCT. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REOUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL-3835 & F1L-3850, NOA: 07-0425.01 (ULTRACON), 03-0225.05 (CRETE—FLEX), ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. W000 BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT 15 USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. Ire 1 WIDTH --I I I f x 1 i L L WIDTH 44-1/4" VISIBLE LIGHT MAX. BI I 12-8" MAX?0C. n 1 i_ A L_ 12-7/8" MAX. 1 92— /4" VISIBLE LIGHT 96" FLANGE TO FLANGE 1_ 6" J MAX. 48" FLANGE TO FLANGE 8 TYP. FLANGED FRAME ELEVATION TESTED UNIT) 2" MAX. — 98 /4" FIN TO FIN 45-1/4" VISIBLE LIGHT r- D. 1 5" C . MAX. 5" MAX. 0.c. 96" 93— /4" VISIBLE UGHT 1 2" MAX. 48" 50 1/4" FIN TO FIN —^ TYP. INTEGRAL FIN FRAME ELEVATION TESTED UNIT) NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES. FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASSY, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS UST 6 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. F-- WIDTH Fes— WIDTH ----1 Fes- WIDTH —-1 WIDTH --I F- WIDTH F-- WIDTH --i Fes— WIDTH — 4 T fl -1 T T -1 Rand Dr Date: J.R. 3/31/10 Ravel By. cal.. F.K. 4/4/07 Raved By. Date, By Data. FJC 7/1403 8 RMslanr. INOFORMATIOJEFORWLARGER EW,INDOW5 TION TO INCLUDE CHG. OTE OEREF. ASTM E 1300-02 AND REVISEANC Chatkad 9rOrr 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 IrrI^a ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT Sa,in/WAC Sana: Shat D,aakr Na. P1K701 NTS 1 0 8 42594 d.'• 3SN39A.•' /4t• III, 1111' soT 1900 Imps 691.11!" 69141919291, Qi8IA:79.1.3,3oord 910 „8., i'e T 8 +^ L &LN L0"Iw iOVdWI MOONIM 32111101d YIf1N WI1W SW130 ONIZYJO 1, ILK 13 'SIWONON 6zs1 608 '0'd SLZ6£ 11 '301N3A 'N 133HS SRI 3ONVH3 ON 9 LOA, / 'XV3AINOA0010NHO310101 ..uow.e •0 .re pv,.y, f/f ' 30010N1 01 NOLLVZINV0N0321 ONV MV210321,2d31dW00 ..eei.I ..o SMOONIM 6302167 2103 NOLLVW8OJNI 0 01/1 •o0 La8 l' y_ o•. 133HS SIHI '38f101d 33S) 318V1 3141 9083 11fS321 31V1000V 3809 V NIV180 01 03S83A38 38 AVW (.8„ ONV „V. SNOISN3WI0) IHO13H ONV H1OIM SMOONIM 3H1 'VNIHIIM113A7313181NODSNOISN31110114013H (INV HIOIM 11Vel3A0 3HI 1-13114M 3A08V 31801 3141 NI 3ZIS MOONIM 1S311VWS 3141 GNU 'SMOONIM 1VNH10311HONV 803 '£ NOISN31110 114013H 80 HIOIM 318V1IVAV IX3N 3H1 01 af5 ONf108 ' NMOHS 10N S3ZIS 801 'Z 1.3Z£ 0330X3 V38V MOCNIM 3H1 NVO NON „941 NVH1 3809 38 IONNVO MOON* 3H1 30 3019 3N0 ANV '1 NMOHS 3WV6LJ NIJ 1V6031NI) 31^1V63 NIJ 1V6031NI 60 03ONV13 I.Qt e9e l3 619M1 •ma A0gdo ww+a •-h0 w+•a h WIO „B„ -- J WIO NMOHS SV AllV1N0Z180H 610 Al1V01183A 03163180 38 Pin SNOISN3WIO „9„ IP „9• 116134 ONIZV10 '0'1 WW1 ,.91/l—1 SSV10 030361063616 1V3H .91/1 83AYI631141 OAd 0f101%69 3JKd33N %31065 90 31130109 160dno „060' 106006 55010 1Wn ,91/l 1 SS610 03N3H10N3915 1636 ,91/1 SSVM C3N3H10N31US 1636 90 03163660 .91/1 3360S tiro ,91./1 NMOHS 3WV63 30NV13) WV2J3 NIJ 1V6031N1 200 Q30NV13 11V130 ONIZV10 IWVI •,9l/L rI I T I aoroJl SSVM 030361063613 163H .91/1 66610 03N303N31.9...%09151I5 83AVitl3101 End ` 1636 a0 03163NNV •91/£ 9001660 3iVSd33X 031665 60 31096119 INO600 .080' 369 SSY1O NON .96/61 LZ do 1060006 65610 6-1 .9l /L S310N 13'Z3C3 0.09 0.09 01 m R D 33 1 g 0'09 0.09 0.08 9ZL 0'09 0.09 009 OZ1 009 0.09 0'09 0'08 1'601 009 0'08 0'09 009 019 96 1' 1L 0'09 0'09 0'09 0'09 0"OB E'S9 H 0U U0dO 91.9 OL 1'Le. 0'09 0'09 0'09 019 019 99 01 019 1'12 0'09 019 018 0'09 0'09 891 81 019 VlL 019 019 0'09 0'09 0'09 ZL 1 Z9 019 1'11 0'09 0'09 0'09 0'08 0'09 928'1.9 01,9 1'14 1'11 0'08 0'09 0'09 019 0'08 09 0'09 019 009 0'09 009 0'09 0'09 009 89 0'09 0'09 0'09 0'09 0'09 0'09 009 009 9E 9/919 09 99 99 Zf 9e Oe 4Z MCOW.M Pa8u913pue u13 WI U0180aUl!Q „9. JO .V. 419!/E"8M 060'- 419T/£ -9M9 /2•8991/2 611...111/L611...111/LUsdI91/L SIMS/E"9Ad060569!/E 1119net/L ilnssel d u8 aoa Wnwuxew 13'Z3C3 0'08 0'09 S41 g ill 0'01 019 0'09 881 0L roe o'09 091 8'99 e'22 0'09 0'09 1601 Z1S L11 Z'LL 019 0'09 96 9'89 P19 912 0"09 0'09 0'09 eig$--k H 0U U0dO 91.9 OL 099 011 e14 0.08 0'09 009 0-09C07179re 009 0.09 91401 019 1'1 E'61 0'08 0'09 0'09 0'09 81 1 89 019 1'11 Toe 009 019 0'09 0'08 919'19 1 019 1'11 141 018 019 0'08 0'09 0'09 09 019 0'08 0-08 098 0"09 00'09) 0'08 0'09 so 009 0'08 0'08 0'09 81( 0'09 0'09 0'09 9E 918'19 09_ 4S 9 U0 19U8TUIQ Z4 9..10 .V„ 9e OQ PZ M P- .3 66 ed0 SN9T/E-9M060'- 896/E-ereet L-0 9!/E Niema L )18 „1+) 8Ln$seld13 WnwptekiI919!/2-9A6060'•89!/21190191/L u@Isea1 C 10'Z6'LV Bulued0 31006061166 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING 131" (1/8") X 2-1/2" 11NAIL, WITHIN 2" OF CORNERS AND 5" O.C. MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 1 3/8" MIN. EMBEDMENT T 375" MIN. EDGE DISTANCE 375" MIN. EDGE DISTANCE 1/4" ewc. SHIM SEESHEET 6 2X WOOD BUCKORFRAMING VERTICAL SECTION D -D 2X WOOD BUCK OR FRAMING 131" (1/81 X 2-1/2" NAIL, WITHIN 2" OF CORNERS AND 5" 0.C. 1/4" MAX. SHIM INTERIOR 1/4" MAX. SHIM —.1 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES. SHEET 6 ® O 4.41111 IAL. 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Revd ByJ.R. Dote: 3/31/10 BevisioN: C 8-,® 22 17 OM1 21 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1-3/8" MIN. EMBEDMENT COMPLETE REDRAW AND REORGANiZATION TO INCLUDEINFORMATIONFORLARGERWINDOWS. Benda": Revisions: Bevel By Date: Revisions: Drown ByFJC Date: 7/f4AJ3 Clucked Date: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 D.sedBtwe INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT Seaes/uedee PW7D1 NTS snest: 9 K 8 B,a.ng He. 42594 C 111111111,7. HO.5581 Girt 10 : Luz- INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 Rena By. J.R. MIN. CONCRETE KSI PER ANCHOR TYPE. SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4" MAX. SHIM MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 tw 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 2% WOOD BUCK OR FRAMING VERTICAL SECTION B -B SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, _ SEE SHEET 7 OR 1.5 KSI MIN. CMU 12 WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, —.- SHEET 7 1/4"MAX SHIM SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR 180€ DR® EXTERIOR 90° CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. MAX. WINDOW HEIGHT HORIZONTAL SECTION A -A FXTFRIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1% ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. Dote: 3/31/10 Revision.: C INFoRm TEON FOORWLAC RfONDOSATION 10 INCLUDE Rand By: Data: Ronan= Rena B. Dat.: Drv"" ByFJC 7/1409 h ation 6,0eta: 1070 TECHNOLOGY DRNE N. VENICE. FL 34275 P.O. BOX 1529 N0KOMIS.•FL 34274 OnaWion INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES. SHEET 6 saen/u.aN: PW -701 xw: NTS 4 m 8 Dn.in No. 42594 C PRODUCT7LEVISED II B+iklcs e will dm Florida AcoopaeaNo DS f• 1111111)1, GNSE il; µo.58105 A: do ' w f`?SIONA A. Lynn Miller. P.E. P.E.I 58705 MISC INSTALLATION DETAILS FIN FRAME WITH SEE ANCHOR GUIDELINES, SHEET 6 FIN FRAME WITH FIN REMOVED lJIii INTERIOR FIN REMOVED YrJ I La mil Mal 1 3/8" MIN. EMBEDMENT 2X WOOD 1/4" MAX. SHIM SEE ANCHOR GUIDELINES. SHEET 7 'KBUCKORFRAMING EQUAL LEG FRAME OTHER FRAMES SIM.) 2X WOOD SUBSTRATE 12 STEEL SELF -DRILLING SMS (G5) USE SAME ANCHOR OUANTTTY & SPACING AS 12 STEEL SCREW SHEET 6) 1/8" NOM. 1.1 MIN. # 12 STEEL % 1/8" NOM. MIN. SELF -DRILLING 7` 5M5 (05) iI ri, USE SAME illiANCHOR QUANTITY & SPACING AS1•. I2 STEEL 4 I SCREW SHEET 6) SEE ANCHOR GUIDELINES, SHEET 7 INTFRIOR 5X WOOD BUCK 1/4" MAX. SHIM FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 I.MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP j 1/4" MAX. SHIM 1EMB- 3/ EDMENT8" MIN. EXCLUDING POINT r FXTFRIOR DADE APPROVED MULLION SEE SEPERATE NOA) ALUMINUM: 6063-T6 MIN. 125" MIN. WALL THICKNESS FLANGE FRAME OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE FXTFRIOR METAL FRAMING A36 STEEL: Fy=36 KSI MIN. 125" MIN. WALL THICKNESS 12 STEEL SELF -DRILLING SMS (05) USE SAME ANCHOR QUANTITY. SPACING & EDGE DISTANCE AS 12 STEEL SCREW SHEET 6) SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X W000 BACKER FXTFRIOR FULL-LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES ATTACHMENT BY OTHERS) 12 STEEL SELF -DRILLING SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS 12 STEEL SCREW SHEET 6) FLANGE FRAME FLANGE FRAME OTHER FRAMES SIM.) (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT 70 THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Rend By: Date: SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4" MAX. SHIM EXTERIOR STEEL STUD Fy=33 KSI MIN. 18 GA MIN. FLANGE FRAME OTHER FRAMES SIM.) STEEL STUD SUBSTRATE J.R. 3/31/70 COMPLETE REDRAW AND REORGANIZATION TO INCLUDE C INFORMATION FOR LARGER WINDOWS. Re".d Ly. Dab: Rents ana: Rend Dy. Det Re.bbn,: Dnm By Deb: F C 7/14,13 Ch.aed lArDele: 1070 TECHNOLOGY ORNE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Demipden. INSTALLATION, FINNED FRAME rur. ALUMINUM PICTURE WINDOW, IMPACT Sede./Ynkl kola: fleet: O,e"ing N . PKA707 NTS 5 a 8 4259-4 0511111114, 4 ..)C/ 05 ENSE to -6 ctalmio FSSIOA N-,: II1II11111j1`' s A. Lynn Miller, P.E. P.E.9 58705 Head, Silland Jamb Anchor Quantities Into Wood orMetal (Anchor Types 1-4) DescriptionAnchor Type \ A' or "B" Dimension (n) 24 30 36 42 48 54 60 67.875 Anchor Location" 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 I" B" a " A" DimensionOn) 36 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/SIA 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 5 6 5 6 5 6 8 6 6 7 6 7 6 48 Jamb 4 4 6 4 6 4 6 4 5 5 5 5 5 5 8 5 5 5 6 5 5 5 8 5 5 5 6 5 5 5 8 5 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 6 6 8 7 8 8 6 7 6 7 7 8 7 60 Jamb 5 5 8 5 6 5 6 6 6 8 8 6 6 8 7 6 6 6 7 8 7 8 7 6 7 6 7 6 7 6 7 6 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 5 5 8 6 6 6 7 8 7 6 7 6 8 7 8 7 67.875 Jamb 8 6 7 6 7 6 7 6 7 6 7 8 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/SIN 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 8 8 7 6 7 8 7 8 8 7 8 7 72 Jamb 6 6 8 6 7 8 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 8 78.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 HeadJStI 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 8 8 7 8 7 6 7 6 84 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/SIN 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 6 6 6 5 6 6 7 8 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/SIII 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 8 6 7 6 se Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/SUI 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 6 109.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4Head/Sill 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Width and Height dimensions may be Head/SAI 2 2 2 2 3 3 3 3 4 3 4 3 reversed to locate anchor quantities on the 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 table. If so, the Head/Slll and Jamb rows must also be reversed so that the longer Fleed/SAI 2 2 2 2 3 3 3 3 4 3 4 3 dimension gets the most anchors. 145 Jamb 12 12 15 12 13 12 15 12 Head/SAI 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND LIE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. A. DIM. L AnchornchAnchorType Description Substrate Min. Edge Distance Min. Embed - ment 12, Steel screw (65) S. Pine 0.884" 1.375' 1 12, Steel screw (65) Stl. Stud, Gr33 0.324" 048"118Ga 12, Steel screw (05) Alum. 606316 0.324" 0.125" 12, Steel screw (65) A36 Steel 0.324" 0.125' 14, Steelscrew (65) S. Pine 0.984" 1.375" 2 14, Steel screw (G5) Stl. Stud, Gr 33 0.361" 048"118Ga 14, Steel screw (G5) Alum. 6063T6 0.361" 0.125' 14, Steel screw (G5) A38 Steel 0.361" 0.125" 3 1/4" Steel Ultracon S. Pre 1' 1.375" 1/4" 410 SS CreteFlex S. Pine 1" 1.375" 4 5/16" Steel Ultracon S. Pine 1.28" 1.375" A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. B" DIM. --1 A" I DIM. B" DIM. 1 Rend By. J.R. Dote: J/300 RevOero: C COMPLETE RED R LARGER WINDOWS.ZTION TO INCLUDEINFORMATIONFOR R. d eY: F.K. Rewe ey 4/4/07 Doi.: ReviWm: 8 NEW SHEET Revisions. oroFJC 7H4,03 Gnawed Dote: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 oeenpm,e ANCHORAGE, WOOD SUBSTRATE nue ALUMINUM PICTURE WINDOW, IMPACT s.w.-. PW7Dr Seen:: NTS Boot: 8 a 8 CeoNno No. 42594 Rev: PRODULTREVISED ar lyisa 1s11h Oe Flsri/s Amugt sti 1 -, ' .OS Y.//Eli. If VtiNIMI(4.F yi... 4;u::. GENS5 ..... ' 105 Q S t9of° : 0 . SFLORA'.+ s' SSIONA 0% A. LyrM 1IJilli, P.E. P.E.j 58705 Head, Sill and Jamb Anchor Quantities into Masonry (Anchor Types 5-7) Opening to I Anchor "A" or "B" Dimension (in) Type \ 24 30 36 42 48 54 60 67.875 36 48 Anchor 5 ovation" Jamb /'4` Head/Sill ,2.d Jamb 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 3 3 4 4 3 4 4 3 4 4 3 1 4 3 4 4 3 4 4 3 4 4 3 2 2 3 3 3 4 4 3 5 5 4 4 4 5 5 4 5 5 4 8 5 5 it5 6 5 4 6 6 5 6 6 5 7 7 6 5 5 6 5 5 6 5 5 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 8 7 7 60 Jamb 6 5 5 6 6 5 6 6 5 7 6 6 7 6 8 7 6 8 7 6 8 Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed- meet 5 1/4" Steel UItracon Hollow Block 1" 1.25" 1/4" Steel Ultracon 2.7k Concrete 1" 1.375" 6 1/4" 410 SS CreteFlex Hollow Block 1" 1.25" 1/4" 410 SS CreteFlex 3.35k Concrete 1" 1" 7 5/16" Steel Ultracon Hollow Block 1.563" 1,25" 5/16" Steel Ultracon 3.5k Concrete 1.25" 1" Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 67.8/5 Jamb 7 6 6 7 6 6 7 8 7 7 r81 7 7 8 7 7 8 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 3 5 5 4 5 5 7 6 6 7 8 6 8 8 7 Opening. E3,E2.El 72 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 84 Head/Sill 2 lamb— 9 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/Sill \, 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 85.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 96 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 120 Jamb 13 10 10 13 11 10 13 11 10 Head/Sill 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head/Sill 2 2 2 3 3 3 4 4 3 145 Jamb 15 12 12 15 13 12 Head/S81 2 2 2 3 3 3 Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head/Sill and lamb rows must also be reversed so that the longer dimension gets the most anchors. NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32F". 2. FOR SIZES NOT SHOWN, ROUND U_P 70 THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE 1ABLF ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS 10 MATCH THE SUBSTRATE. OM Mr REDRAW AND REORGANIZATION 70 INCLUDE N. VENICE. FL 34275 P.O. DOM 1529 NOKOMIS, FL 34274 DIM IOpening. H I A" & "Er DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. B" DIM. ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT PI., 58705 2.784" INTEGRAL FIN FRAME O MAT'L: 6063—T5DWGNO. 4256A 970" —41 975" 050" —I H 7/16" LAMI GLASS BEAD MAT'L: 10DWG NO6063—T54255 346" —rl i-- uI . 975" 050" --4•11-.- 1-1/16" 1-1/16" LAMI I.G. GLASS BEAD MAT'L: 6063—T5 DWG NO. 4254 INSTALL. FASTENER COVER 13 MAT'L: 6063—T5 DWG NO, 4224 1.875" 062" 094" 500" 062" 2.784" FLANGED FRAME O DWG NO 6253 ITEM DWG # PART 1/ DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781PQX 8 x 1 Quad PH SMS stainless steel 8 Schnee -Morehead SM5504 acryl-r narrow joint sealant or 10 4255 64255 7/16 lami glass bead 11 4254 64254 1-1116 lami 1.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener coyer 14 Dow Corning 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7/16" lams glass: 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 18 1-1/16" lami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4262 64262 Architectural corner key 21 7116" lams glass: 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 22 1-1116" lama I.G. glass 3/16" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened IftODUCTREV1gD 00910164466161, Flo** wennlD /c • Dos*. .4 JonarD_, ay %'"1"" Miami .- aarwDivision 9 Rend By: J.R. Rend By Dote: 3/310 Reialam: C INNQRMA1IIONEFORWL4RRGER WINOOWSAtiON TO INCLUDE ReJaiana: Reno -By- Dn"n ByFIG Dale:—ReMsima: Bolo:7/14v3 CNeaked 10/0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 o.,";ylwa EXTRUSION PROFILES .5 PARTS LIST Ms: ALUMINUM PICTURE WINDOW, IMPACT PW -701 NTS 8 a 8 o,a":p No. 42594 A. Lynn Miller, P.E. P.E.p 58705 MIAMI•DADE COUNTY Toll Brothers Lot # 30D PGCC Openings: B2,B1,D6,D5,D4,D3,D2,D1,C3,G2,B6,B5,C2,C1,G1,J2,J1 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Pella, IA 50219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use ofconstruction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ.(in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 1 DESCRIPTION: Series "811-700" Aluminum Single Hun Window - L.M.I. 1 APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of eeptanee_nutnber an[1 expiration rlatP__bvTthe Mlami-ns le,_Cgty educt Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises Shall Be Required at installations above 30 Ft. above ground. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture ofthe product or process. Misuse ofthis NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ofthis NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07-0322.06 and consists of this page 1 and evidence page E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midnde.sov/Imild Inc/ MIAM1OADE COUNTY APPROVED NOA No.11-0128.03 Expiration Date: March 23, 2016 Approval Date: March 10, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. Submitted underprevious NOA #07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. Submitted under previous NOA #07-0322.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. Submitted under previous NOA #07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. Submitted under previous NOA #07-0322.06) E-1 Manuel Peri; ' E. Product Control xami er NOA No. 11- i 8.03 Expiration Date: March 23, 2016 Approval Date: March 10, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. Submitted under previous NOA #05-1018.01) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. Submitted under previous NOA #05-1018.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram ofaluminum single hung window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. Submitted under previous NOA #05-1018.01) 8. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. Submitted under previous NOA #05-1018.01) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram ofAluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL-4649, dated 08/11/05, signed and sealed by Edmundo Largaespada Submitted underprevious NOA #05-1018.01) E-2 Manuel Perez Product Control Exa NOA No. 11-012:.13 Expiration Date: March 23, 2016 Approval Date: March 10, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 10. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. Submitted under previous NOA #0S-1018.01) 11. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram ofAluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL-4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. Submitted under previous NOA #05-1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2007, dated 12/18/06 and 1/11/11, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice ofAcceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia, Inc. for their "Saflex HIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 01/11/11, signed and sealed by Robert L. Clark, P.E. G. OTHERS 1. Notice ofAcceptance No. 07-0322.06, issued to PGT Industries for their Series SH - 700 Aluminum Single Hung Window — L.M.I., approved on 06/07/07 and expiring on 03/23/11. E-3 Manuel P ez, .E. Product Control E ner NOA No. 11-0128.03 Expiration Date: March 23, 2016 Approval Date: March 10, 2011 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 5116- LAMI LUNSIS I MG 1JF (1) LITE OF 1/8" ANNEALED GLASS AND /11 LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A 090 Di'PANT RI ITACITP AR MAXIMUM PVB INTERLAYER. SAFLEX/KEEPSAFE C. 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTINGOF (2) LITESOF 3/16" HEAT STRENGTHENED GLASS WITH AN .090DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV8 INTERLAYER. G. 13/18" LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENEDGLASS, AN AIRSPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENEDGLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE•MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, ANAIR SPACE AND 7/18" LAMICONSISTINGOF (2) LITESOF 3/16" ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE ORSAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/18" LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 33.8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. M. 13/18" LAMI IG• (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4646, FTL-4846, FTL-4647, FTL-4648, FTL-4649, FTL•4660, FTL-4851, FTL-4723, FTL-4957, FTL-4958 AND FTL-5083. ANSI/AF&PA NOS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SI -1701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 1tODUCT RENEW= os emptying with Ib. Poem[ Rork Code Orphism No fapkn8on Dole PRODUCT RP,VIS=D r eorpdieg wRh No Flair Wang Code Armorer No plesibe ftworF.K RwaR, FK ore 11/13.06 RwY,n Plaftbro CHANGENOTES33 7. ADD NOTE8. ADDGLUM TYPEM TO NOTE 1. OWING OPTIONS 1l14U5ARwM.e ADDFTL-4723TONOTE7. ow..* F.K. griA75Dot ObMre4c J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. R971629 NOKOMIS, FL 34274 BCS Viab/y better GENERAL NOTES 1111. ALUM. SINGLE HUNG WINDOW, IMPACT er.wt SH700 NTS on. 1 d 11 4040-20 B 7/,' Robert L Clark P.E. PE039712 Structural 4:11f 1/8" ANNEALED OR HEAT STRENGTHENED CLAS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLAS 6/16" NOM. 5/16" LAMINATED GLASS A 6,87,88 or 92 aw.aR, emeeeF.K. renewF,K. awes, F.K 1/2" NOM. GLASS BITE or 85 1/2' NOM, GLASS BITE NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR ALL SECTIONS) 3/16' ANNEALED ORHEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18' LAMINATED AIR SPACE 8" ANNEALEO OR HEAT STRENGTHENED GLASS® 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1 1/1308 ADD ITEM 92 TO 6/16 LAMI 1.0. GLASS 91,M) % LAMI 40 NOTE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 000 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/$ HEAD STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 1 /24/08 aa: W1A75 A NO CHANGE THIS SHEET aeewds, J.J. 223707 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. SOX 1626 NOKOMIS, FL 34274 Visibly !Tetter Osseplser GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 01700 LFull e'oe 2 > 11 aloftx 4040.20 RODUCT REJ4NW&1 43cempbieYw114the Mori& gelding Code kecepla cc No IE don Dale PRODUCT RIMED N seseeq wwrIkePLY. Aaep4 Cee No Dile i • rp,rilrL 0(. 2011 BY MMDiv 7/1 3/6/7 Robert L. Geek, P.E. PE639712Structural 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH -GLASS TYPE 83" 86" 68" 70" TABLE 1. 72" 74" 76" 48" 8Q0 410.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50" 57' A,B,M A,B,M 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.0 79.0 80.0 80.0 80,0 80.0 80.0 80.0 78.8 78.8 77.3 77.3 75.9 75.9 53 1/8" A,B,M 80.0 80.0 80.0 79.6 79.6 78.2 78.2 76.9 78.9 75.4 75.4 74.0 74.0 UP TO 581/ , , , +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 1. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 60 6/8" 63" 72" 74" 76" 48" A,B,Mit 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 50" A,B,M® 80.0 80.0 80.0 80.0 80.0 80.0 79.9 79.9 70.0 70.0 70.0 70.0 70.0 70.0 62" A,B,M® 80.0 80.0 80.0 80.0 80.0 80.0 76.9 78.9 70.0 70.0 68.8 488.8 67.6 87.8 831/8" A,B,Mf 80.0 80.0 80.0 80.0 80.0 80.0 75.0 75.0 88.0 68.0 66.7 86.7 85.5 85.5 UP TO 63 118" C,D,E,F,G,H,I,J,K,L 80.0 80.0 80.0 890 80,0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH • 76" FLANGED AND 75" INTEGRAL FIN) 17 1/8" 22 11116" 28 3/18" 33 3/4" 39 5/16" 4413/18" 60 3/8" 66 16/16" 63 118" D,E,F,J,K,L 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.01 -80.0 70.0 1 -70.0 70.01 -70.0 70.0 1 -70.0 70.0 1 -70.0 GLASS TYPES' TFRT RFPfIRTS 0" A. 5/18" LAMI - (1/8"A,.090,1/8"A) yy 4957 MEETING RAIL FTL-4847, 4848 HT. C. 5/18" LAMI - (1/8"HS,.090,1/8"HS) FTL-464_7, 4848 D. 7/18" LAMI -(3116"A,.090, 3/16"A) FTL-4845, 4885 _.__. FTL-4845 X" sisH F. 7/16" LAMI - (3/1611S,.090, 3/18"HS) FTL4645 FTL4648, 4723 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH • 76" FLANGED AND 75" INTEGRAL FIN) 17 1/8" 22 11116" 28 3/18" 33 3/4" 39 5/16" 4413/18" 60 3/8" 66 16/16" 63 118" D,E,F,J,K,L 80.0 1 -80.0 80.0 1 -80.0 80.0 1 -80.0 80.01 -80.0 70.0 1 -70.0 70.01 -70.0 70.0 1 -70.0 70.0 1 -70.0 GLASS TYPES' TFRT RFPfIRTS TABLE 4. A. 5/18" LAMI - (1/8"A,.090,1/8"A) FTL4647, 4848, 4723, 4957 B. 5/18" LAMI-_(1/8"A,.090,118"H5) FTL-4847, 4848 C. 5/18" LAMI - (1/8"HS,.090,1/8"HS) FTL-464_7, 4848 D. 7/18" LAMI -(3116"A,.090, 3/16"A) FTL-4845, 4885 _.__. FTL-4845E. 7/18" LAMI - (3/16"A,.090, 3/16"HS) F. 7/16" LAMI - (3/1611S,.090, 3/18"HS) FTL4645 FTL4648, 4723G. 13/16" LAMI 10. 1/8"I -4S, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1/8"A) H. 13/16" LAMI 10-1/8"HS, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1/8"HS) FTL4646 1. 13/18" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL4846 J. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/18" LAMI - (3/16"A,.090, 3/16"A) FTL4649, 4650 FTL-4849, 4850, 4958K. 13/18" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/16"HS) L. 13/16" LAMI IG-1/8"HS, AIR SPACE, 7/18" LAMI - (3118"HS,.090, 3/18"HS) FTL4649, 4850 M. 13/18" LAMI IG - 1/8"A, AIR SPACE, 5/18" LAMI - (1/8"A,.090, 1/8"A)A FTL-5063 O" MEETING RAIL X" NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OFI+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGNPRESSURESAREUNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOMWINDOWS ARE 12518" MINIMUM TO 38° MAXIMUM.® SH T. MINUS SASH pSH bweep linedBrF.K awerxFJ( 0r. arein3/08 a.r. arra. UPDATE TOASTME 43-L RBMOW87DVRWS48NNTREF,, TABLE 2. REVISEDCUSTOMFORMATDPB. ADOINT. FML UPDATETESTNOSoars2468RpidonrAADDFTL-4723 TO GLASS TYPES ANDO. RamisF.K. Ora9/1AM J.J. 2/ 2%Z3A77 1070 TECNNOLOOY DRIVE NOKOMIS, FL 34275 P.O. BOX 1828 NOKOule, FL 34274 GT Visibly Better on"ea. DESIGN PRESSURES n. ALUM. SINGLE HUNG WINDOW, IMPACT rwtat SI1700 biz NTS 3 e 11 4040-20 B ROOOCT RBNEWRD eomplylog withMe MN& Raiding Code Aaeplaace Ne EaplratInn DM p88DUCTMOND reMpyYgwlM IrApia MO. Cook Aeuplear. a .1 . Q(e LgheW.Dale--T;T;7.'L Robert L. Gerk, P.E. PE 139712 SWctu 49 5/8" MAX. FIXED DLO (ALL) SEE DLO TABLE oy 53 1/8" MAX. FLANGED 52 1/8" MAX. I.F. WIDTH 75" MAX. I.F. p .. HEIGHT 776 AX. FLANGED HEIGHT SEE DLO TABLE MAX.) 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 SEE DLO TABLE SEE DLO TABLE B DETAIL D VIEW CUSTOM SASH) 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEIGHT 20" SASH HEIGHT WIDTH® 76" AX. A A I.F. SEE DLO HEI HT SEE DLO TABLE O ® TABLE 76" MAX. FLANGED HEI T SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) S NO E E E4 SEE DLO TABLE SEE DLO TABLE 1 75 AX. I.F. HEI HT 76" MAX. FLANGED HEI HT 20" SASH HEIGHT DETAIL E RADIUS TOF_'_(CUSTOM SASS NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNERDETAIL VIEWS. 3. SEE SHEETS8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 6 & C) ARE BASED ON A THREE OVER TWO FORMAT. 75" AX. I.F. HEIGHT MAX. FLANGED HEIGHT SEE NOTE4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING FIXED LITE LOW HIGH DETAIL SILL 8111. A 34 1/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. RUDUCT REMO/Kb ncomplying with IYa PYU6 Raiding Code nativism* No • 4 Expiration Dale Dy MY PRODUCT NLVIbtD rmob* with Ilia Plaids Midi. Cade Amplasar Re ration 04 2A11 Arwrit- 6. sorryF.K. RaederF.K. Ode 11/13Ak war 1,24/08 llobtook ADD WTEGR.LL FINQ.F.) VERSION, CHG. NOTE 3. ADD NOTE 4. A aaaeqF.K. Oolog9'1/86 NO CHANGE THIS SHEET AJ..L osir2/23137 10701ECNNOLOGY ORNE NOKOMl8, FL54276 P.O. BOX 1628 NO(OMIS, FL 34274 VLd6& Better ELEVATIONS nix ALUM. SINGLE HUNG WINDOW, IMPACT seireorre 91700 NTS 4 11 4040-20 3// d "7 Robert L. park, P.E. PE 538712 Seudural 1t-2.784'--{ INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 0,11,15,1) MAX. HEIGHT awy MAX. FIXED LITE DAYLIGHT OPENING 2.710" OUTSIDE MAX. VENT DAYLIGHT OPENING Drs 1111 0 I eal 111 li_LA7r ® 2.330" 111 ® L) 4% SEE NOTE ABOVE LOWSIL 0 1_ MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS® 110D0CT RENEWED u cemp[ylnitarllY tM RIM& guidingCede Acceptance No Expiration Date !f•1':!:D•K HIGH SILL HEAD JAMB 2.710' I.F. FRAME— q OUTSIDE. 11 I I 0 L' a SECTION B -B LOW SILL SHOWN) ULTRALIFT ONLY 2.948' HIGH SILL) OUTSIDE, P .ODUC7 REVISED sarµylegwl6Rae ryfNa Ua14Cade pante Ns / -/.. • Or Amder FJCDt 11H841 ADD LF. SECTIONS 6 CONSOLIDATE BAL. COMPONENTS Madre F.K Awn tie FJC1% 24AMOAK 1W1A15etrormn ANO CHANGE TIRSMEET maw ay J.J. Dalku 212347ALTERNATE HIGH SILL 1070TECfBIOLOGYDRIVE NOIOOMIQa8427OPA, SQX 1SID NO XOMIS, a 34274 PIG". V sib(y BNeer ULTRALIFT ONLY SECTIONS TM. SECTION C -C RADIUS TOP HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT rare SH7C0 Han 6 . 11 D. rsan 4040. 20 s Robert L Clerk P.E. PE 439712 Structural OWG* 4002A 2 1166 3 4003C 5 1628 6 4004 7 4025 8 4025 9 4029 10 1080 11 12 13 1086/1086 15 18 1080-1 17 4053 18 4029-1 19 DESCRIPTION FLANGE FRAME HEAD 118X1.000QUAD PN, SMS FLANGE FRAME SILL (LOW SILL) ADHESNEOPEN CELL FOAM PAD FLANGE FRAME JANE SASH STOP SASH STOP (EGRESS) 1.126 LONG SPIRAL BALANCE, 3/8", 6/8", OR 11118" BALANCE COVER, 3/8" OR 6/8" N8 X.760 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE 8 X1 PHILLIPS FLATHEAD S. STL BALANCE COVER, 11/18" SASH STOP COVER SASH BRACKET 8-32 X1/2" LG. PH. FH. TYPE F S. STL FIXEDMEETING RAIL SASH TOP RAIL WSTP.,.170 X270 BACK, FIN SEAL SWEEP LATCH 21 4054C 23 4008C 25 1235 26 1098 PGT* 812225 781P0A 812220 7PAD1828 812227 812244 812244 27 1016 *8 X.626 PH. FL. SMS 6BALCVR918 7834AA 7BALTBKT 42604 78XIFPAX 6BALCVR870 84053 7ULBRKT 7832X12FPFX 64064C 64008 67$18G 71098 7858 28 4007 SASH BOTTOM RAIL (LOWSILL) 612230 . 30 1226 WSTP„ BULBVINYL 6TP249 31 4008 SASH SIDERAIL 812231 34 1288 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X25/84" X 1" 71622K 38 1062 LAM IG SETTING BLOCK 1"X3/4" X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 8TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) 6TP24BK 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 640398 42 40448 GLAZING BEAD, 5/16 LAM IN/GRILL KIT 844703 44 4222A GLAZING BEAD, 7/18" LAMI 64222 46 985C GLAZING BEAD, 7/16" LAM VV/GRILL KIT 6985 48 4087 GLAZING BEAD, 13/16" LAM 1.0. 64067 47 4071A FRAME, IF. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 60 4074B FRAME, LF, JAMB 64074 62 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 64 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 68 1830 SCREEN CORNER KEY WIRINGS 71630 67 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE -.135 DIA FOAM 61624K ITEM DWQ* DESCRIPTION PGT# 00 1635 SCREEN SPLINE -.135 DIA HARD 81635K 61 SCREEN CLOTH 61816 83 506 GLAZING CHANNEL (.888 X.500) 6633402 84 1181 8X1.000 PH. BUGLE TEK 708X1 87 GLAZING TAPE, 1/18 X1/2 -7/18 LAM 62BV1610 88 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 89 4050A FLANGE FRAMESILL (HIGHBILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAMA, (1/8"".090 PVB,1/8"A) 81 8. GLASS, 5/16" LAM, (1/8"A.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAM, (1/8' HS,.000 PV13,1 /8"HS) 83 D. GLASS, 7/16" LAMI, (1/8"".090 PVB,1/13A) 84 E: GLASS, 7/16" LAMI, (1/8"".090PVB,1/8"HS) 85 F. GLASS, 7/16" LAMI, (1/8"HS,.090 PVB,1/(rHS) 88 G. GLASS,13/16" LAMI 10;118"H8, AIR SPACE, 5/16" LANA, (1/8"A.090PV8,1/8A) 87 H. GLASS, 13/16" LAM 10;1/8118, AIR SPACE, 6/16" LAM, (1/8"A,.090 PVB,118116) 88 1. GLASS, 13/16" LANA 10; 1/8"HS, AIR SPACE, 5/16" LAM, (1/8118,.090 PVB,1/8"HS) 89 J. GLASS,13/16" LAM 10;1/81IIS, AIR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/18A) 90 K. GLASS, 13/16" LAM 10; 116"HS, AIR SPACE, 7/18" LAM, (3/18"A.000 PVB,3/16"HS) 81 L. GLASS,13/16" LAM IG;118"HS, AIR SPACE, 7/16" LANA, (3/16'18,.090 PVB,3/18"H6) 92 M GLASS,13/16" LAM 10;1/8'A AIR SPACE, 5/16" LAM, (1/8"A, 090 PVB,1/8"A) 047 FRAME, LF. HEAD4071A, 8083-T6 FRAME, ,F. LOW SILL 4072A, 8083-T8 PRODUCTREVNYW Nddin St Medi* Atapaaxt Beta Oh FRAME, I.F. JAMB L)FRAME, .F. HIGH SILL A % #4074B, 6083-T8 N4073A, 6083.78 (USED AS RADIUS TOP HEAD) Oak Fjc 11/1308 NrAsimu8 i_i, F.IL 1/21/05 A NOCHANGE TMSSHEET ADD IF. FRAMEITEMS47 a4p. 49AND 50. UPGRADEITFM21. A001119492. CHO. OESGIWPTION ITEMS 7.9813 DowOx Ore tlrd."IBy Ode F.K. 0/1/05 JJ. 2713307 070 TECHNOLOGY DRIVE NOKOMIS. FL84276 PA.89X 1629 NOKOM, FLSR74 eGT PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT V&I6Y Better . ealsdeed 511700 Ord NTS tree 8 v 11 Hoyt 4040.20 B 7'- P441 botL. Mk, P.E. PE1130712 9buokrtai 1.363[... If 1. 082 O FLANGE FRAME HEAD 4002A, 608348 1.749---- 2.710 062 CI FLANGE FRAME JAMB 4004,6083-T5 USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL 4054A,6083HD-T4, 3.446 1--2.784 j 69 FLANGE FRAME SILL (HIGH) 4060A,6083 -T6 2.830 082 2.330 1 O . FLANGE FRAME SILL (LOW) 40030,608376 082 1.490 1+-1.451.-1T OSASH STOP 4025,6083-T6 SASH TOP RAIL 4008C,6083HS-T8 1.613—( x.738 r. 040 OSASH STOP COVER17 #4053, 6063-T5 8 I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAMEA SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E 1/1 a VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION y 1.165 31 SASH S DE RAIL4008,6083-T5 26 SASH BOTTOM RAIL(LOW) 4007,6063-T6 O SASH BOTTOM RAIL (HIGH) 4051A,6063 -T5 060 IP .678 IB0 44 GLAZING BEAD 7/16" 4222, 6083-75 060-• 1.116--I— - I 45 GLAZING BEAD, 7/16" 9985C, 6083 T5 USEDW/ GRILLKI7) 41 GLAZING BE -AI 5/16" 40390, 6083-T5 050 1.096 GLAZING BEAD, 5/16" 4044B,6083 -T6 USEDW/ GRILL KIT) 683 .a5o 1.097 GLAZING BEAD, 13/16" IG 4067, 6083-T5 ADDUCT RENEWED ucsapbing wird theFlorid; 9&dI.iCode 4cceptance No - /, AO. I f Expiration Date./Q.iakrt;'Lf i 81 1/L.. W Irmo* brio: Mary MMICFJC analExFIG Orr1169/08 Oak1/24106 arm. 8 MidasA UPDATE FRAME CORNER ASSEM0Lv 70INCLUDE LF AND UPGRADE SEM 21 ALLOY. NO CHANGE THIS SHEET F.K. anim P/V06 Candada: J.J. 2/2307 1070 TCHNOLOGYDRIVE NOKOtEE, FL 3477E P.O. EQX1677 wow, 5, FL$4274 PGT VWby Beucr Ondatim EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT n.r,am e 8N700 SawHaff ann7 d11 Owen No 4040-20 8 ANCHOR QUANTITIES SUBSTRATE: FORM FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.803 76.000 ANCHOR TYPE: NONZ- U 0 U 0 U 6-64N6-6,;40,,6-0;,10,....0.-0,40N0OVONO'o. 00 U D U 00 U p U UU U 0 V U M p V U M p 2 U M 0 NO 00 U r -OWIDOW WIDTH GAS TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 1.2 1 1 1 1 1 2 1 1 1,2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2,2 2 2 2 2 2 2 2 2 2 3 2 2 3,3 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1.1 1 1 1 2 1;1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 2 2 2121112121212 2 2 2 2 2,2 2 2 2 3 2 2 2:2 2 3 2 2 2 3 3 3 2 2 3.3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 1 2 1: 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2.2 2 3 1:2 2 2 2 3 1;2 2 3 2 3 2 2 2 3 2 3 2 2 3 3 2 2 3 3 3 4 3,2 3 3 3 4 3 3 4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 221 22223122323222323222323 2323 34233.334 33 343 5 3 344 AB,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 1 2 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2121222232223232223232323_ 343533 34453344 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3;4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 212222223222323223324233334 2333 342334353334453445 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 3 2 2 2.3 2 3 2.2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3.5 3 3 3 4 4 5 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 21.2 2. 2 21.2 2 3 2 2 2 3 3' 4 2' 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3; 3 3.4 3, 5 3 3 4 5 4 6 3 4 5 5 AB,M 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 212222 212 2;3 2 2 2 3 3,4 2;3 3 3 3 4 2 3 3 4 3 4 2 3 3'4 3 5 3 3 3,4 3 5 3 3 4 5 4 6 3 4 5,5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L yi2 2 2 2-12 2ii 2 2 2 3 3 4 2.3 3 4 3 4 2 3 3 4 3 4 3 3 3.4 3 5 3 3 4 4 4 6 3 4 4.5 4 6 3 4 5;6 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 212 2 321222 2,2 2:3 3.4 2 3 3.4 3 4 2 3 3 4 3 4 33 3 4 3 5 3.3 4 4 4,5 3,314.5 6 3.4 4 5 ownrF.K N.mt10F.K. Or.msrF.K. aft7/2006 AngslmnsEl Wd1Er. A Clod .111rJ.J. REWSE ANCHORAGE TABLE AND NOTES. ADD DP MAX. WHEREANCHOR WY IS RESTRICTED SYSIZE. NO CHANGETHIB SHEET tale27Y07 1070 ISCHNOLOGIT DRNE NOKOMIS, P1.34276 P.O. BOX 1626 NOKOMIB, PL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES:1.1 -1H" ELCO TAPCONS 1/4" ELCO SS4 CRETE -FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. A PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSUREWITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF DP LNAITED) 118 HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 21.3 FULL DP) HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, 1/1 WINDOWS113717AL . SINGLE HUNG WINDOW, IMPACT Visibly Better •'m r ° awry ma 911700 NTS 8 a 11 4040.20 ttODl1CT RENRWPAI ccomplying pith the Flo,Ms tattling Code acceptance No Expiration Dat 117M4 rntl.et C 0. PRODUCT REVI1J6o r complyly w*Y IAe Pluto B.WI.gCode Aeceptsm* N. Nub 8 Robert L. Clark, P.E. PE 839712Structural ANCHOR SUBSTRATE.,...,29.855 QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 37.155 44.655 52.155 69.655 87.165 74.855 78.000 ANCHORTYPE:------0 0.8 U 2.0 V 2 m$N 2 u 0 0 ac 0 nm 2 Um 2 2mzWINDOWGLASS TYPE NQ NU aQ QN§N 0 U UU NzzN§N0'U( 4 00 NSUp1§NUUW®TH C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 19.126 KU- 1'1 1,1 1:1 2 2 2.1 2'2 2:2 2.1 2'2 2:2 2';2 2 2 2`2 2 2 2.2 2.2 2,2 2:2 3:2 2 2 3j2 3 2 22 3.2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V1..1.1 1;1 2.2 2.1 2;2'22 2 1 2;2 2;2 2,2 2;2 212 2.2 2.2 2;2 2;2 2;2 32 2.2 3.2 3.2 2.2 3;2 PSF 79 r C,D,E,F,G,. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 11 1 1 1 1 2 2 1 1 2:2 212 2:2 22 2;2 2.2 2'2 2,2 2 2 3.2 3•2 272 3 2 3 2 2 2 3 2 3;2 2 2 3'2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1.1 1.1 2 2 1.1 2:2 2:2 2;2 2:2 2:2 2;2 2 2 2'2 2 2 3.2 3.2 2.2 3:2 3 2 2:2 3 2 3'2 2:2 3;2 PSF 68 77 C,D,E,F,G, 11 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32,000 H,IJ,K,L 111 1.1 111 2:2 2-2 2.2 2€3 2;2 2.2 33 212 3.3 3;3 3'2 3;3 3.3 2.2 33 4 3 3 2 4:3 4.3 3;2 4 3 AB,M 1 1 1 1112:2 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111 1'1 2 2 2 2 2:3 22 2'2 3.3 2 2 3.3 3.3 3 2 3,3 3'3 2'2 3.3 4 3 3 2 4 3 4 3 3 2 4.3 PSF 69 87 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,I 1T1 1 1 III 212 2 2 2'2 2 3 2 2 23 3 3 2.2 3 3 3 3 3 3 4 3 3:3 3 2 3, 3 4 3 3.2 4 3 4.4 3:2 4.3 AB,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 1 1 1.11 212 2'2 2.2 2 3 2 2 23 3'3 2 2 3 3 3 3 3:3 4-3 3 3 3 2 3'3 4 3 3 2 4 3 4,4 3 2 4 3 PSF 54 79 82 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H 4J,K,L 111 1.11 111 2I 2 2 2 2;2 2 3 2'2 3,3 3,3 2:2 3 3 4:3 3' 3 4 3 3 3 3'3 4:3 4.4 3'3 4 3 4 4 3:3 6 3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 111 212 2.2212232'23.33'322334.33134'3333;34;34.43.34,34.43:353 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44,000 1-1,IJ,K,L 12.21'23:3 A B,M 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1112121111-112 2 212 313 2:2 3:3 3 4 2;3 3.3 4.4 3j3 413 4,4 3:3 4 3 4;4 3:3 43 4 4 3.3 5;4 PSF 46 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H4J,K,L 111«1 1 111 212 2'2 212 313 2!2 313 3'4 313 3'3 4;4 3.3 4 4 4!4 3i3 4;4 14 4 3 514 4:4 4;3 5;4 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2A,B,M 111111.111 212 2:2 212 3 3 2 2 3,3 3(4 3.3 3:3 414 3:3 4 4 4,4 313 1'4 414 4 3 5;4 4.4 4'3 5'4 PSF 4f 67 48 67 76 79 C,D,E,F,G, 2 2 2_ 2 2 2 2 3 2 3 3 2 3- 3 2 3 3 2 3 3 2 3 53.125 HIJK,L 2 1T1 111 111 272 2 2 2 2 3_ 313 3 3 33 4'4 3 3 4 4 4;4 313 414 4:4 33 4:4 5:5 41.3 5`.4 5.5 4 3 6;4 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3A,B,M 11.1.111'111 2122;2 T2 III 3i33(34:43,34'44;43,34.44;433414.544;35;45'4435;4 lawIV FJC Oda Dela 11/13/ 08 Nortsbla AMis8 ANCHORAGETABLE AND NOTES. MAX WHEREANCHOR QTY ISRESTRICTED BYSIZE t.,..w: RIC Oda1/24/08 a,e.,sA NO CHANGE 7WS SHEET 1K Oar77f2PJOS theatmel By imw 7 1070TECHNOLOGY DRIVE NOKOMIS, FL3t27B P.O.BOX1620 NOKOMIS, FL34274 VWby Better ANCHORAGE NOTES: 1. ANCHOR TYPES; 1-114' ELCO TAPCONS 2 - U4' ELCO SS4 CRETE -FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -161/2" MAX. FROMTOP CORNERS JAMBS -171m MAX. FROM TOP CORNERS 16' MAX. FROM BOTTOM CORNERS 6' MAX. BELOWMTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENTTABLEANCHOR QUANTITIES USING THEDIMENSIONALCRITERIA OF NOTE2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OFTHE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF MP LIMITED) 117 HEAD 3 JAMB ABOVE 3 13 MTG, RAIL JAMB BELOW MTG. RAIL RODULT RENEWED ucomplying with the Shaft guiding Code AcceptanceNa 1 i 6 ailed Unto jr.i' 1p M • 1E+'' aodnatI' 016, FULL DPI HEAD 2 JAMB ABOVE 2: 2 MTG. RAL JANE BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 8H700 1 I9 d 11 I4040'20 18 6% L c elk, P.E. PE#30712 Structural ANCHOR QUANTITIES SUBSTRATE ANCHOR TYPE: —'0 ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINIS SASH HEIGHT FROM TABLE 8, 17.125 22.888 28211 33.754 39.298 44.839 60.382 65.926 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 V 0 0 0 0 WINDOW WIDTH GLASSN8NO—Onf8NO'O i8NO-§ni8NO"N TYPE VVIDTH 0 0 1 0 O pp0 0 1 0 000 2 0 0 2 NO-O00 t3ONO-ON NO'O 0 0 2 NO'.O 0 0 19.125 D,E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.090 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 22 1 1 2 1 23 1 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 37.000 D,E F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 132.000K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 2 PSF 3 213 79 41313 41314 51314 5-1314 4&001) 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3' 3 3 4 3 4 4 3 4 4 3 5 4 4 5 6 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5- 4 3 5 5 4 5 5 4 8 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 22 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K.L 1 1 1 2 2 2.„ 3 3 3 4 4 4 5 4 5 5 4 8 6 4 6 8 6 8 PSF 71 79 63 71 79 64 74 68 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3. 4 4 4 5 4 5 6 5 8 8 5 7 8 5 7 ANCHOR QUANTITIES SUBSTRATE. ANC TYPE-, AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.778 15.778 18.778 21.778 24.778 27.778 31.105 1 o 1 1— 1+ 1 QQQ N 1 1 2 1 N/' ZQ V14+1511141". QQ 4 N C7 1 Q30. 7778 5 S 1 U$ QV N V^ yQ VVVIDTH 19.125 1 1 1 2 1 22 1 22 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2- 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 1 2 3 2 3 31 2 1 3 313 3 3 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 31213 31213 31313 41.313 4 1314 4 1314 44.000 68 78 21212 2 2 2 3 213 31313 41313 41314 51314 5-1314 4&001) 63 72 79 2 2 1 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 53.125 73 58 66 72 2 2 1 2 2 2 2 3 3 1 3 4 1 3 1 4 4[ 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3-812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD -18112" MAX. FROM CORNERS JAMBS -17112° MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOTREQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7, AND 8, USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE8. FOR BELOW. Al. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW AkA WINDOWS ARE 12 6/8" MIN. TO 38' MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE AMAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTHE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF DP LIMITED) HEAD JAMB ABOVE MTG. RAIL FULL DP) HEAD JANE ABOVE MTG. RAIL 112 2 2 SODUCF RENEWER ascamplyhtg with the Florl& tk1dlag Code AccentuateNo Ecptralltm Date ti 3ITC11:CO 1 O(. ByMMm 2 4 TABLE 8. KEY: MAX. PSF DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL FULL DP) JAMB BELOW MTG. RAIL 2 Are1Ito await, FJC lvtave B ANCHORAGE TABIBRWIDITS. ADD DPPMAX WHEREANCHOROTY15RESTRICTED 8Y82E amongFJC 11208 RobingA NOCHANGETte9SHEET Limp: F.K 7!19/06 J.J. 2Q3A)7 1070 TECHNOLOGY DRIVE NOKOLNg, F1.34270 P.O. Ku1629 • N0K018M, 14.34274 OEt ANCHORAGE SPACING, CUSTOM VIEW Tae ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better 8X700 NTS 10 r 11 I 4040.20 B Ric(0 PE 09712 Structural EXTERIOR INTERIOR \/ ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 18 3) ® 2x WOOD BUCK SEE NOTE 4) OPTIONAL 1x WOOD BUCK SEE NOTE 4) 1/4" MAX. SHIM 1 3/8" MIN., 1 /4' TAPCON® 13/4" MIN., 1/4" CRETE -FLEX i 1/4" MAX. SHIM WOOD ANCHOR SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU Ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C 1 3/8' MIN. A 1/4" MAX. SHIM 1 3/8" MIN. MI poor - 1011 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE FDAF IR 1 I4" 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. B. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT. EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 8 3) 2x WOOD BUCK SEE NOTE 4) ith DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" mar• bat 131" DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 5"O.C. MAX. SHIM WOOD FRAME 1/4" MAX. SHIM DETAIL F, (HEAD) 131" DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" 0.C. INTERIOR ALL JAMB DETAILS) EXTERIOR WOOD FRAME 131"DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL Gt (SILL) 1/4" MAX. SHIM WOOD FRAME 1T0DUCT RMNEWE11 AScomplyla4MRN MaFlmidt 9alding Gale Accg ponce No/ Kxplrodon Dale PRODUCT m&'_O asempipleswWAalRlib gw Ucdo P'edkl ono* low F.K 11/1344 a wa, bo., FX Ui4,4 OF Aft F.K. A"1A4 8 n.krarA ADD NOTE FRE FLAT HEADANCHORS. ADD INTEGRAL FINANCHOR4GE UPDATE d REORDER NOTES.1070 TECHNOLOGY DRNE ADO NOTES 7, LIPOATE CO.VQRE)''E IJUBEDMENTOIM. NOKOMIS, FL 74276 M oak J.J. 22507 P.O. a9X 1520 NORMA*, RL34274 eci VW* BOW ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT NWif* ere a.brt WOO NTS 11 . 11 1 4040.20 07 Robe l L. Clark, P.E. PE 035712 Sao dural Toll Brothers Lot # 30D PGCC Openings: B1 -B2, D5 -D6, D3 -D4, D1 -D2, B5 -B6, E3 -E4, E1 -E2 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, North Venice, Ft. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the -expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building de itc MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/p era/ DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ofany product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises NOA # 10-0819.05 and consists ofthis page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADS COUNTY APPROVED NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 samples A-1 thru E-1), dated 02/28-11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. Submitted under previous NOA #10-0819.05) • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and PBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice ofAcceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and expi'rig on 05/26/16. 4 E-1 M ue Perez, P.E. Product ! nt ' i I Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 24 OPENING WIDTHFOR VERTICAL MULL SEE DETAIL A-0.0,11• SHEETS 24 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE VEtNT. MULLLENGTH I. HORIZONTAL - MULLLENGTH ISM DETAILS SHEETSM2-3 HORIIANTN. MULLLENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. OPEL HE1GHTFORHORIL MULL SEE DETAILS ATHRU G; SHEETS 2.3 OPENING HEIGHTFORHORIZONTAL BEE DETAIL E. I'LL SHEET NFENEBTRATION PRODUCTS MAY BE OFANYTYPE. MUST BE MANUFACTURED BY PGT. GENERAL NOTES: 1) DETAILS SHOWN ARE FORTHE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITIONTOANYANCHORS REQUIREDFORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1XOR 2( WOOD BUCKSIF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THETYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHEMULLED UNITS. MILLIONS HAVE BEEN TESTED AS TREE-FLOAT/NG' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOTHAVE AGAP OF MORETHAN 114" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIJDI.OADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAD. BE COATED OR CORROSION RESISTANT AS APPROPRIATE FORSUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BEPROTECTED ASREQUIREDTO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACOWAGGRE-GATOR NOA'S; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE INTPE HVHZ. OPEMNGWIDTH FOR VERTICAL MILL OPENING 1810TH FOR VERTICAL MULL MULTIPLE MULLIONS GENERAL NOTES _...—._.. 1 INSTRUCTIONS..,..._..,..,1 ELEVATIONS.....,._._._.._.........._... 1 MULLTO2X WOODS_._....._.. 2 MULL TO 1X & MASONRY..:.,.,... 2 INSTALLATION NOTES_._......... 2 MULLTO MASONRY...,....._,...... 3 MULL TO STEEL STUD.__........... 3 ANCHOR SPECS..._...»...._3 ALTERNATATE CUPS4 BAY MULL INSTALLATION4 1 X2X.126 MULL SPECS_.._..._6 1 X2 X.376MULL SPECS.._8 1 X2.76 X .376 MULL SPECS7 1 X2.76 X .66 MULL SPECS.._8 1 X3.126X.600 MULL SPECS 9 1 X4 X.126 MULL SPECS.....,10 1 X4 X.376 MULL SPECS11 1.26X 3.188X 266 MILLSPECS12 2X 4 X.26 MULL SPECS--13 2X 6 X .26 MULL SPECS_...._14 1.28X2.11 X.126 MULL SPECS16 30' X 326 BAY MULL SPECS...„18 48' X326 BAY MULL SPECS..._17 MULLION 8CLIP DIMENSIONS_1B-2D LOADING EXAMPLES._.......___..22 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR *TRIANGULAR/TRAPEZOIDAL*. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FM FROM TABLES 1A THROUGH 13A, ON SHEETS 6THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONIM.LY). THE MULLIONCAPACITY (LBS/FT') OBTAINED SHALLMEET OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FINDTHE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MILLION CAPACITY. 8) FROM THE ANCHOR CAPACITY (LMS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FF) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FF) FOR THE OPENING, YOU MAYUSE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTIONMAYBE SELECTED FOR THE SANE SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITHTHE FINAL MULLION CAPACITY (LBS/FF).OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. L 1 3 a Z O PRODUCT REVISED 43amtplyIng withthe Fira(da 8u11dii%Code Acaplznm No Expiration Deb Na. 58105 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING OFFSET CLIP SHOWN) MULLION EITHER THE STANDARD OR OFFSETMILL CUPMAY BE INSTALLED BY THIS METHOD. EDGEDIST FOR WOOD SCREWS 260'MAX FOR ALLMULLIONS EXTERIOR TYP.ANCHOR PERSUBSTRATE. BEETABLES 113-10B EMBEDMENT BilCIZTeRIP ATTACHMENT 8Y OTHERS, SEE NOTE 1, SHEET 1. FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY I8 BASED PARTLY ON THE ANCHOR TOANCHOR DISTANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOW/NG SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET3. 5) FOR MASONRYAPPLICATIONS IN MIAMI-DADE COUNTY, USEONLYMIAMI-DADE COUNTYAPPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. MILLION LEE 4 . ' 1 - CONCRETE ORCMU• '. , t•• ::"• 120 FOR HOLE I DIBTDisTAIDE, BEE SEETABLES EDGE DISTANCE 10.108 FOR MASONRYANCHORS DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY STANDARD CLIP SHOWN) MULLION TYP. ANCHOR PER SUBSTRATE. SEESEE TABLES 113-108 TYP. ANCHOR PER SUBSTRATE. BEETABLE318-106 EDOFIENDDISTANCE SEETABLES 18.108 EXTERIOR EDGEDISTANCEFOR MASONRYANCHORS T1P. ANCHOR PER SUBSTRATE. SEE TABLES 1B -10B MIN2.7 KSI CONCRETE ORCMU FRONT VIEW BUCKBTRIPANDATTACHMENT BYOTHERS, SEE NOTE 1. SHEET 1. SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLP MIRY BE INSTALLED BY MS METHOD. Z 0 co 1 so 1 1. 1 1 m Y PRODUCT REVISED os complying MTh IM Flotilla Dufd01B Code Accaptaneo No Muton OM10 M Dodo Product 0II111111Y 4c y \.YNN M/ */ f No.58705 P•' STiEOF c;S,S/ONAk- A. LYIJIiIMILLTR, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE STANDARD CLIP SHOWN) EITHERTHE STANDARD OR OFFSET MULL CLP WY BE INSTALLED BY THIS METHOD. MULUOI TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.108 EDGE DISTANCE FOR MASONRYANCHORS EXTERIOR EMBE MIN2.7K81 CONCRETE ORCMU FRONT VIEW TYP. ANCHOR SEE TABLES IB -108 DISTANCE SEE TABLES MIN 2.7KM CONCRETE OR CMU 18408 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FORPICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THECORRECTQUANTITYANDLOCATIONOFANCHORSMUSTBEFOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKSARE OPTIONAL, SEEDETAILC, SHEET a 6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. 1 .125"MN. VARIES TOP VIEW VARIES -1---1 DETAIL E: MULLION TO MULLION INTERSECTION U -CLIP) MUWON NOTES: 1) MAY BE INSTALLED IN "TEE' OR `CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. 512 STEEL SCREWS, BELF.ORILLING OR PRE•DRLL MUWON AND USE EMS MULLION INTERSECTION U -CLIP EXTERIOR FRONT VIEW SEESHEETS 111.20FOR HOLE LOCATIONS EDGEDISTANCE BEETABLES18.108 DETAIL D: MULLION ATTACHED TO STEEL STUD STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUM -IRATE, SEETABLES 18-108 BEE SHEETS 16205011HOLELOCATIONS SIDE VIEW EXTERIOR FORSTEEL STUDS THINNERTHAN 18 GA AND COMPLIANT WITH THE FL BUILDING CODE, A2XWOODBACKER MUSTUSED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD•BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BEUSED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6.17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGEDISTANCE BEE TABLES 10.108 m 6 6 Z 1 ro 1 1 5- yy 3 m z 4 lo 6c rr PRODUCT REVISED as complying whin lhaPtadMa BuildiegCoda AcccpfaIEC No - Ex goo Duty DyM Product A1111II111,,, ONV 1.Trin 11/4 "i/, CENSE*' FSP* t•••• N0.58T05 4ii+ EC E. SprE A. LYNI4 I LLER, P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP F -CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP ANGLE CLIP) SIDE VIEW SHOWN WITH 1' XCX .126' MULLION STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. MULLION 0 O TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-116 MULUON TOP VIEW 2'X5.X.126" ANGLE CLIP, 2 PER MULLION END. MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION ANGLE CLIP) 30' OR 45' BAY MULL TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1213OR 136 EXTERIOR 2' X 6" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR INTO WOOD. STEEL, ALUM, CMU OR MASONRY TYP. ANCHOR PER SUBSTRATE, SEE TABLES 16.106 STANDARD CLIP TO BE MODIFIED INFIELD, EXTERIOR INTO W000, STEEL, ALUM OR MASONRY EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY DISTANCEEDGE 1 -- PER ANCHOR EDGE DISTANCEPERANCHOR 0 NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FORTHE BAY OR 1.28" X2.11" X .125" MULLION. 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 113-11B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. z0 JJ7 i w 1- 2 Z 2 W Qa 0 6 cc cozZ z 01.7t- t- 11 N 10 1 1 1 1 z O z O PRODUCT REVISEDwcanplril With E Pbrlde A"cmc7ih8 CodAccap[m1x No - a E oration Date f't911V JI BY iii.- hi/• Miam r . Product t g.. ^, 11141111 oT' -Yrvry k. 411: 4,''',,•.• 10ENSE ''..4) it • Ho. 58705 13 • IS ATE p( ` sS ONA .'\ A. LYNII '1!- ..1.............2P.E. FL P.E.# 58705 TABLE 1A Mullion Capacity Tab!. ((baRt2) 1x2xd266.080508 Alum Tuba utbn OpeningWidth (forvertically -sparring m lions) orOpeningHeight (forhorizontally-3paml%melons) SO 1n 4 001n 79 In 00 10 00In 1071n 1201n 1401n 15011 8/18° Elm-koUllmanAnohaType: T 14910110 1411009 1.080n5Ladino R Lo.dIng 1wda0 La19i RTiR l Locking Lon0112 T 10omn0 Loadkc Lading r Wank) Lce0ng Lmmn0 T La03 1 111111fi1111li1 la 1 la I la 1 la 1 111111 la 1 la 1 611111111 la 1g is 1 is I la 1111ilfi 1 a I a 11 1 111111 la 460101 la 11i 1644 (5. la il1111 1 la 1 II fi 1 11 la 11 a 421n 111.0 406 120.6 332 03.2 400 115.5 325 70..0 406 107.9 321 680 400 1614 510 62.1 400 104.0 319 56.0 406 104.0 019 46.0 400 104.0 319 30.9 406 104.0 310 36.0 406 104.0 316 431n 74.9 312 03,6 250 024 312 73.4 252 53.5 312 67.0 240 486 312 63.2 245 41.0 312 61.3 244 37.6 312 61.0 244 35.2 312 01.0 244 20.0 312 01.0 244 23.4 312 91.0 244 50.02516 63.0 261 786 234 63.2 261 61,6 229 454 201 65.7 224 39.9 351 521 222 33.6 261 60.1 220 514 261 403 219 20.6 205 49.3 219 22.5 251 41.3 210 20.0 201 40,3 219 5451 52.8 247 57.6 207 43.9 247 490 202 37.0 247 44.8 100 320 247 41.5 100 20.2 247 39,4 104 33,3 247 364 193 31,9 247 381 193164 247 381 193 10.4 247 38,1 193 401n 364 200 41.2 170 32.0 200 384 165 27.4 200 31,5 103 24,0 200 20.0 100 21.3 200 27.1 159 10.2 200 289 157 10.0 200 254 166 045 33.1 191 383 156 27.0 181 305 162 23.7 101 26.9 149 20.7 151 24.5 146 184 101 226 144 11.0 101 25.7 143 601n 286 166 50.8 142 24.0 165 281 130 204 105 23.1 135 180 160 21.0 134 721n 222 139 23,3 120 10.0 130 19.0 110 180 139 17.6 116 78M 189 126 10.7 100 187 125 19.0 107 781n 17.5 116 182 104 TABLE 1B Anchor Capacity Table (Ube) MOM Clip Patterns SWs5 .: 2,7k Concrete 3.5k Cons Mbar CMU Feted CMU PT Wad MW.I 3116• EElan1Ulna=1/4"Etc" o UOecon 8/18° Elm-ko UllmanAnohaType: 3119" Elco Unman 1/4" EUWfan 144 SS EkeAggro/381x Ek5/16'o UMOoon 1e" 88 Sao Aggrs0Mor 9100544 Semi 036) 012816.1 Screw (05) 01281444 Soma (05) Edo Distancepn): r 2.12' 1" 2.1/2" 5.1/8" 1" 2.1/3" 1" 2-113" 2" 3.1(6" r 0,46" 0.54' 0.326' Embedment 8nx 1-3/4" 14/4' 14/4" 1414' 2" 1.114" 1-1/4' 1.1/4" 1.1/4" 1.114" 1.1/4" 2" 1419' 14/9" pee note 4) 2 Arckoa 04.76' Min. O. / StaWrtd or 03.5. CIO 8`19.1Y 3001 0 300112 460101 80054 1644 (5. 270100 29014 354 )5. 74015. 4881174 06415. 1102104 326 en 420160 560104 4 Anabae 01.15' Min. 0.0.1St adad(a WW1(2Ip 3:19.2): 44054 70054 WA WA WA WA 38050. WA WA WA WA NIA 6525. 54014 112014 4 Arnhem 0 3" Min 0.0. / (2) 2x5 An& Pips / (910. 3): 790164 70014 800 58 150050 1805e 640 51 5605. NIA 78014 63850 88014 238414 66214 840108 1120104 2An0hao @ OAS' Mtn. 0.C. I114:39, 5.501/8' Alm. 019.4): WA 15A WA WA WA NIA NIA WA WA WA WA WA WA WA 71815. 1 Arg586/ F. (F19. 55 19914 163 52 225101 44550 82258 13550 1405. 177 lbs 37015. 234 be 33214 591 5. 18314 21014 280154 2 Amboy* 4F1.15'kW. 0.CJF-plp(F19.6): 2405, 04051 WA WA WA WA 10014 WA WA WA WA WA 32850 42054 6805. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: 0 0 FIGURE 3: FIGURE 4: FIGURE 2: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 6: FIGURE 6: 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: X /ANCHOR CAP,,,,,,,,,,\ mANCHOR CAP,.. lMULLION l USE THIS FORMA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF TIE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALLMULLION CUPS MAY BE FACTORY MACHINED ANDCONTAIN UNUSEDHOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERNPINE WITH AN SGOF 0.56. ALUMINUM SHALL BE 6063.75ANDBEA MINIMUM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL f 1.000" -- 125" 1" X 2"X .125' MULLION A 0 IMPACT -RESISTANTALUMINUMTUBEMULLIONS re A A 4 O ko A PRODUCT REVISED as complying with (ho Florida Duild(nB Code Accepted No ) WI= Mk Dy 51111111 o y LYNN M/4 i 50ENSF'' • p No. 58705 " lc i'pO'•, ST TE 0) • . i A. LYr4N MILL'EtR, P.E, FL P.E.# 58705 TABLE 2A MullionCapacity Table (lbs/R2) 1x2x.375 Alum. Tube Mullion Opening Width (I071IerlIcally41panning muMiona) or Opening Height (for hori2onta9y-apanMng mullions) 601n 601n 70n 805 R6clenPd r LoaoingMMO 1 1 Tnp101eng. 1 11 1.1 Rectangulw 711(Y1Mrg. Loaalg Lcedi g I 151.3 662 478 101.4 607 410 OBA 450 371 71.2 400-' 328 1 42 In 441/1 50.525 n 5455 170.0 121.6 103.7 60.4 820 887 468 400 170.0 138.0 1144 93,3 436 419 370 338 1 11 1700 119.2 00.9 90.9 1 i loadIng g I 20.7 662 60.9 607 466 0 400 1 74.1 e+ R 10.0nowig 1156 802 70.0 607 e4.e 460 63.4 400 1 170.0 100.7 90.5 727 600 403 384 322 5015 1001n TrlydTarg,'" Recta g41er Lowing Lowing O r1 I1 1 168.6 102.6 84.0 67.3 610 390 300 310 100.0 67.0 57.0 47.5 602 607 1201n 14061 1601. Tr.Nn10n0• WW1 1 11 Tnpllxnng. lceding 1 151 460 400 166.0 99.0 11.3 54.0 617 297 357 316 50.8 60.8 61.8 42.7 062 656 458 400 105.0 09.0 00.0 62.3 I 7 390 366 314 Rectewulw Ladeg 75.7 802 60.7 607 43.2 460 364 400 1 loading RacMa61ar Leeelng 1 166.0 00,0 90.0 61.0 617 864 350 313 64,0 43.4 37.0 30.6 002 607 Loran° 1 9 I 984rg4ar Loading 1 11 450 400 09.0 60.0 01.0 617 360 360 313 50.7 35.0 324 20.7 602 607 450 400 108.9 060 000 01.9 617 366 366 313 601n 823 324 00,9 276 61.9 324 67.6 270 44.6 324 51.2 254 38.9 824 40.0 200 34.8 324 43.9 257 31.1 324 42.0 253 28.0 324 40,6 253 222 324 40.8 263 10.5 334 40.6 263 83In 881n 534 204 67.4 40.6 266 49.8 252 230 44.8 39.0 294 299 402 42.4 240 226 38.4 33,4 204 288 43.6 37.6 241 221 33.8 222 204 280 30.6 237 29.0 204 57.1 234 28.9 04.1 210 26.0 260 31.0 216 23,4 264 266 35.2 232 22.4 294 33.5 230 192 204 33.4 230 18.8 204 33.4 230 20,8 212 10.8 268 20.0 210 18.7 288 27.7 209 14.6 268 27.7 209 72n 7810 75n 00n 900 30.8 283 18.0 226 202 102 144 37.9 32.0 29.6 10.0 198 177 30.0 108 120 20.6 23.0 15.4 225 202 162 144 322 27.2 26.1 10.1 101 173 105 120 25.7 21.9 20.2 225 202 192 22.4 23.0 22.0 150 170 152 225 102 17.7 225 202 192 25.0 21,6 10.7 105 167 159 20.0 17.0 16.7 225 23.6 202 10.7 192 18.1 102 165 157 15.0 189 14.2 225 202 152 22.1 10.4 18.9 160 183 155 16.0 124 11.0 225 202 102 203 18,7 16.2 177 160 152 12.9 10.9 10.1 225 202 192 10.0 10.! 14.4 170 155 150 11.3 0.e 89 225 202 192 19.9 186 14.2 170 150 150 08n 15.2 127 16.0 113 TABLE 2B Anchor Capacity Table (lbs) Anchor Clip Patterns debet 69, 278 Gammie 6.69 Cone. Ho)IosCLW Med CMU- PtWood Meld AnderlYpe: 6/46' Elco109eCon tie Elco Ullman 1010'Elco- Macon 3/18. Eine Unix= 1/4" Elco Utracon 114"89E100Aggredor 5/111.Elea1RrKm yrS8 ElmoAppro(Wor 61091441Sores (615) 01281.81Ben. KIN 812 Steel Mew (05) Edge 05,1.50401: 1" 2.11? r 2.11? 8-1/B' r aur 1• 2.112" 2" 3.115" 2' 0.48' 0.54" 0324' EmtedmN4 On) 1-214" 13.14" 1414' 1.514" r 1.1/4" 1.114"'-1.114' 1-114" 1.114• 1.114• 1.310' tale us, note 4) 2Anchors484.76" Mn. O.0./ 5lardadorOffal 0V (FW. 1): 6000» 390104- 460 W0 90064 1044 De 0270. 200161 3641x- 7401, 4ea IW 684104 1182144 328156 420Ma 080150 4MaMe 01.15" kiln. 0.C./ Standard for OWN) alp (719. 21 490185 700Me WA WA WA WA NWIte WA WA WA WA WA 0521, 840150 11206. 4 -28010,5 ®3" 94* 0.C.152)7/18 Argo Cups 1 (050. 37. 7001, 780 05 00500 150000 14001, 6400. 660 the WA 780180 9381, 841 6. 23840. 5021, 8401, 1120184 2Anc 5480045' Mtn. O.C.lUglp,Info 110' Akan. (Fig. 4): WA WA WA WA WA WA WA WA WA NIA WA WA WA WA 718154 1Anchor! FClIp (F1453 10614 1050e 22559. 445154 022156 13605 1401, 1771, 57014 2341, 33200 6011, 18300 210 Ws - 200156 2Anchon Q1.15'M1a 0.0JF4;0p(Flp. 81 2400e 3501, 601-2 WA WA WA 1801, WA WA WA WA WA 52060 420189 5001, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: 0 0 FIGURE 3: FIGURE 4: FIGURE 2 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 FIGURE 8: ANCHOR CAPACITY ADJUSTMENT FORMULA: DP„") X (ANCNOR CAP'''''''`‘) ...ANCHOR CAP.,,. MULLION USE THIS FORMULAIC OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICHMAYBE USED TOQUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION 014LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20, ALLMULLIONCLIPS MAY BE FACTORY MACHINEDANDCONTAIN UNUSED HOLES.140105MAYBE DRILLEDIN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 6SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALLCONFORM TOASTM C-80. WOOD SHALL BEPRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF .125* THICK. STEELSTUDS TO BE A MINIMUM GRADE33 AND .045' THICK (18GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL j(-- 1'X2 X .375" MULLION 8 d J 2 X 8Q 0 1 1 z iCt PRODUCT RBVIShU • as complying with the Florida iiuitdilgCode AcceptanceNOBxfanoDew !r;r t vJ• . 0104160E 40 1111111111///, as( LYNN No. 58705 * ; a 1 • STAEOF A, L`INI(ItMILL R, P,E, FL P.E.# 58705 Mlanti TABLE 3A MullionCapacityTable (169/112) 1 x 2.75 x 376 Alum, Tung Mullion OpeningWidth (totverilcaoy-9panringmlAons) orOpening Height (forhorizontally -spamingmullions) 501n long 7015 801n 90 in 100n 1201n 1401n 1001n RactenpYr Lading TragS144 . Loading Rectangular Loading Trap/Stang. LoadingLoadingReclmgkier Trp/Slang. Loading Rectangular Loading Rap/Mang. Loadin0 Rectangular Loading Trap/fang. Loading Rectangula Loading Trap/Mang. Loading Rectangular 0,400 Tnpn4ang, Loading Rectangular hang Tnpimng. Loading Rectangular Trap/Mrs. Lading Lading 1g 7,1 r 66 1 421n 3 a 170.0 620 170,0 436 1170.0 g 744 9 170.0 f 11 1 qs g e 11. 1 1 11 478 170.0 606 170.0 506 170.0 002 170.0 515 170.0 1118 170.0 521 170.0 g 1240 gg1K yg$ Q 3& 11 11 it kgg 31 11. 11 q66 31 11 170.0 621 148.7 1101 170.0 621 127.5 1301 170.0 521 111.6 1301 170.0 621 401n 170.0 700 1700 624 1700 560 170.0 664 170.0 692 170.0 830 170.0 1193 170.0 065 151.6 1139 110.0 877 130.6 1139 170.0 660 113.9 1139 1700 680 97.6 1139 170.0 600 080 1139 170.0 680 60026 in 170.0 147 170.0 603 170.0 806 170.0 631 167,8 1032 110.0 084 149.6 1032 170.0 723 130.6 1032 170.0 747 117,4 1032 170.0 756 07.8 1032 1740 168 63.6 1032 170.0 760 73.4 1032 170.0 760 69 in 170.0 797 170.0 612 101.3 607 170.0 091 1392 907 184,7 730 120,9 907 162.6 720 107.5 607 146.0 714 948 007 141,1 710 80.8 007 140.0 700 60.1 607 1440 700 60.6 907 140.0 700 0091 141,1 726 161.6 825 117.5 736 130,3 611 100.8 755 115.0 699 00.2 736 100.2 090 78.4 736 00.6 683 70.6 736 95.1 676 59.0 736 61.0 574 60.4 738 91,8 674 10.1 736 91.0 574 43 81 121.6 099 130.0 670 101.8 686 111.8 667 87.0 868 98.9 547 702 008 90.1 538 07.7 668 63,0 631 00.9 660 75.6 520 00.8 606 76.8 521 495 808 76.0 521 35.1 909 76.8 631 88 in 73n 731n 76 In 901n 109.0 61.1 69.4 04.2 413 607 610 468 435 327 112.4 08.6 72,5 67.0 43.1 622 583 443 400 351 290 50.0 67.8 63.5 24.6 607 610 469 95.1 611 436 327 73.0 81.7 66.8 30.4 434 392 373 283 70.7 007 C65.8--)610 40.6 469 46.9 436 20.9 327 06,0 64.3 54.1 49.8 31.8 601 428 385 380 200 06.2 61.0 43.4 007 610 468 77.1 67.9 403 403 68.8 607 410 46.4 610 40.1 25.1 436 327 44.7 243 370 380 276 348 460 33.7 436 71.6 0.13 44.0 40.6 480 690 413 400 292 327 23.7 373 366 271 34.7 321 249 607 610 400 436 327 67.0 00.0 41.0 30.1 23.7 481 405 388 305 265 44,2 34.0 20.9 246 17.4 807 610 466 436 327 894 46.9 37.7 34.4 21.0 470 402 362 344 263 37.9 20.2 24.9 229 14.5 807 610 466 436 327 52.7 44.4 30.0 320 16.3 474 390 369 341 258 397 263 21.7 607 510 468 20.1 436 027 44.3 30.7 32.3 474 300 366 340 66n 34A 237 33.4 257 28.7 287 29.0 252 24.8 237 28.0 240 213 297 23.1 244 10.1 261 20.5 240 17.2 287 19.3 237 14.4 287 149 232 1031n 242 227 24.7 206 202 227 20.9 201 17.9 727 18.0 190 161227 10.0 165 111 In 223 216 227 194 16.8 215 10.1 161 160 216 10.9 118 120n 173 104 57.9 157 TABLE 38 AnchorCapitallyTable09) Anchor Clip Pa60m0 8u611/ate: 277, Comets 3.6k Conc, Ho1bw CMU Mad CMO PTWood Mend AnchaTypa Lir EIcoStinson 1/4* EkeUlrsoon 5/18° Elco11Vlron 311rmemi., 1l4'EiaUlUecan 114'86 ElcoAga087, 0110'EleaLliescon 1/0188 MWA56,60 11 810 SteelScow0355 41261861sow (06) 01261081 8creW M6) E499 :manse 95. r 2.1/2" r 2.148• 3.1/8• 1' 81/2 1" 3-1/37 27 our r 446.• 0.64* 0.224" Embedment ON: 1414' 1414• 54/4• 1.3/4' 2' 1-114' 1.114' 1.1/4• 1.114' 1.110 5-1/4' 2' 14/2 1.V3' see note 4) 2Anchors04,76"MI0. O.0.l Stadarda OdwlClip5"10. 1): 3906-6 390188 450106 880103 1844103 2701es 200188 35465 740182 406161 004486 1182 les 320101 4201, 60015a 4Anchors 01.16• Min. 0.C. / 6lende 4 (aOnset) COO (Fla. 2): 45017, 700161 N/A WA WA WA 36011 WA WA WA WA WA 662101 640161 1120115a 4 Anchors 02 MM. O.C. / (2) 306 Angb Clips / (F0.3): 700166 780182 850 ba 1650161 1108182 640188 WO les WA 700101 038 463 680 os 2384101 652186 64090 11206-1 2And= 0o4rMin. 0.C./VOID. 50o1/rAlum. (sg.4): WA WA WA NIA WA WA WA WA WA WA WA WA WA WA 71813 1 Area/ /P-COp 2"1g. 6): 195183 19613 226161 44618, 522 be 13617, 1401es 1771bs 37013 23418. 322486 651103 103161 210166 20018. 2Anchors 91.10" Min 0.G/ F -Clip (Fp. 5): 34013 33013 WA WA WA WA 100 be 10A WA WA NIA NIA 328186 420 les 6801. NOTE: FORTHE OFFSET CLIP, USE THESAMEANCHOR PATTERN ANDANCHORVALUES ASTHESTANDARDCLIP FIGURE 1: O O FIGURE 3: FIGURE 4: FIGURE 2: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: FIGURE 6: O TABLE NOTES: CIRCLED VALUESAREUSED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP., ., X ANCHOR CAP... MULLION CAP.,.,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USINGTHE TABLES ANDSHEET22 FOR INFORMATIONON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 16-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED N THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 16-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TOBE AT LEAST .125' THICK AND A98. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 1 17000' I-- 2.750' 1 1' X 2.76' X.376' MULLION 8 0. 12 J X n V X n co 1 j Q 8 m z r/} PRODUCTREVISED m complying with the Florida Buil4ibg Cede Acceptance . 0'0% 1111114 v ONV LYNN a1Q jii c••1,\CENSF••• v.p No.58705 * Off••. STA EOF A LYI(*N MfL'LER, P.E. FL P.E.# 68705 TABLE 4A Mullion Capacity Table (16e!82) 1 x 860 1411111 275 X Alum. Latin Opening Width (for yark:alyapanning minions) or Opening He ght (for horizonteiy-spannln0 =Sons) 50 N 801n 701n 8091 931n 100 In 1201n 140in 1501n ReclenpWr TramMieng. Loading R4aten9Wr toadln9 Tlepfrlang. Laad6rg Reotoroular Loading Trep/ nenp. Loading Roote gdar Loading TraplfMrp. Loading ROclangMr Lading TrepTd.ng, Loading RedenOuler adingL T00/11002. Loading Recla5Nr Lading imp/Mang. Loading 9.0094p0er Loaning TrapOtang. Loading Reclm7Wer lnadin2 Trap/10880 Loednp r a I lai 0.324' la 1 la 1 ia1 r lai 1-04' h 1 hi 1.114" h 1 h 1 lai 393 Me II i la 1 h i h 1 ii i ia 1 h b4 m781n 4211 170.0 620 170.0 435 170,0 744 170.0 470 170.0 560 170.0 500 170.0 902 170.0 519 170.0 1110 170.0 821 170.0 1240 170.0 621 1700 1456 170.0 621 158.7 1520 170.0 521 138.9 1020 170.0 621 4956 170.0 708 170.0 524 170.0 850 170.0 564 170.0 082 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 800 121.5 1417 170.0 656 106.3 1417 170.0 560 50.6201n 170.0 747 170.0 563 170.0 600 170.0 631 170.0 1048 170.0 604 170.0 1105 1740 723 162.6 1288 170.0 747 140.3 1208 170.0 755 121.9 1208 170.0 730 104.5 1208 170.0 758 91.4 1206 170.0 758 541n 170.0 797 170.0 612 170.0 068 170.0 691 170.0 1115 170.0 754 1547 1130 170.0 603 133.9 1156 170.0 637 120.6 1130 170.0 858 1005 1130 1100 951 86.1 1130 170.0 561 75.3 1130 1700 561 BON 170.0 865 1740 701 140.8 015 152.3 761 125.5 916 144.5 746 109.9 915 1323 735 97.6 915 123.9 728 97.9 615 1166 720 73.2 915 114.4 715 629 915 114.4 716 54.0 915 114.4 715 6311 151.0 830 161.5 710 120.5 830 1340 604 100,5 830 123.2 851 94.9 890 1122 670 84.4 030 104.8 882 75.9 030 90.4 650 533 830 94.5 849 54.2 830 94.1 649 47.4 538 04.1 649 0681 132.1 757 140.0 850 1100 757 119.9 830 04.3 757 1060 624 525 757 0,3.1 614 73.4 757 689.1 006 660 767 84.2 000 55.0 757 79.0 693 47.2 757 762 591 41.3 757 79,2 581 721n 101.7 635 1048 652 64.8 030 91.0 540 727 03580.1 530 639 635 72.2 521 585 938 86.5 614 549 030 823 500 424 039 67.2 500 363 035 58,3 497 31.8 636 55.2 407 845 571 50.4 498 72.1 671 76 6 456 8i:0871 57.4 479 64.1 571 80.0 471 45.0 671 65.6 404 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.0 447 27.0 571 44.5 448 761n 60.0 542 03.4 474 60.7 542 70.8 483 57.1 542 82.1 450 500 542 55,7 449 44.4 542 51.0 442 400 542 47.5 437 33.3 542 42.9 429 25.0 542 40.9 425 260 542 40.1 423 001n 521 407 537 381 43.4 407 45.4 355 37.2 407 39.8 349 325 407 313 343 28.9 407 32.1 338 28.0 407 20,5 334 21.7 407 20.1 327 18.6 407 24.1 322 163 407 230 310 9056 425 358 44.1 320 368 258 57.2 314 30.7 350 32.4 399 266 355 25.0 304 230 568 241 300 21,5 356 24.0 293 17.9 358 21.0 256 143 355 112 204 1001n 30.1 253 309 255 25.1 253 25.9 251 21,5 263 22.5 247 118 283 19.9 244 10.7 253 140 240 15.1 283 16.5 237 11161 27,6 207 213 242 23.1 297 228 238 10.9 307 20.8 235 17.3 267 113 231 16.4 257 15.6 226 1200, 220 225 223 209 113 220 188 205 15.7 229 19.2 202 TABLE 4B Anchor Capacity Table (Ina) Anchor Clip Patterns 6ublrae: 2,70 Commie 3,5k Cone, Hollow CMU Reed CMU PTWood Meld Mneinflype: 3115 Elm 181/eea V4"Elao Ullman EkeLibman 3/157Eco Lllmcon3/10* V4'Elco (Aram156'66 ElcoA(pre0alor 157 MeUllamon V4•SB Eta159180980 e/081e8Saw035) 12 SteelSem (05) 612&M Salm (00) Edge Distance 080 1' 3.181 1' 1117 3.757 1' 11137 1' 2.112' r 3.118' r 0.45' 0.64' 0.324' Embedment an): 1414' 1404' 11/4" 1-3/4' r 1.114' 1-04' 144' 1-14' 1.114' 1.114" 2' 1-276' 1.118' pee note 4) 2 Auchon 04.76' Min. O. l Standard 9rMet Glp (F19. 15 393 Me 39010. 450190 990 05. 104410. 2701 250189 3541!» 740190 468169 004 089 1152 Me 326 lbs 42010s 650 b 4 Anoleas O tlr MI.O.C. lSWUM (or 05n1) CM (Fig. 2): 48010. 7001 WA NIA WA ISA 360 Ms WA NIA WA WA WA 6821b 01 112010. 4 Andan A 3' Min. O.C. / to 2x5 Angle l9. / (Fl9 3): 750 Me 7501 6001 1680115 15661 54016. 5001 WA 7601 9301 560 me 23611 5521 0 11201 2Anchors 0 0.45' MI6 O.C. IU471p, into 7r Alum. (Fla. 4): WA WA WA NIA NIA WA WA WA WA WA WA WA WA 7561 1 Amber1 F-019 (99 55 15511. 10611. 22316e 4451 6221 13516. 1401 1771 3701 2341 3321 5011 1631b 21011. 250 68 2Anchor 651.16' Mtn. 0.CJVal/ (Fl9. 6): 2401 3601 WA WA WA WA 1901 WA WA WA WA WA 3201 4201b 560169 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: 0 0 FIGURE 3: FIGURE 4: FIGURE 2: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 FIGURE 6: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: DP„,)X(ANCHORCAP. a ,.. ANCHOR CAP.,,. MULLION USE THIS FORMULATO O8TAN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN RIS LOWER THAN THEMULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT W1LL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERALINSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. 3) MULLIONAND MULLION CLIPS SHOWN ARENOTTO SCALE. FOR EXACT DIMENSIONS, SEE SLEETS 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALLCONFORM TOACI 301 SPECIFICATIONS. HOLLOW ANDGROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.55. ALUMINUM SHALL BE 6063.75 AND BE AMINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 2750" I-- 850' 1'X 2.75' X .650' MULLION rn 0 W P i z 2 a N 911 L 1 Yo z Y to 152 PRODUCT REVISED b coosly)ng with thb Flee* DslldingCode Acceptance No 8,4E. a E . ratio lino dffro7Vid By 111111111 1811 j)%41 LYNN M/( 4''///.i 810.58705 ' ce II ST efie . FCORIO.:' 4. 1J/JS/ONA A. LYNI'fl L1f1R P,E, FL P.E.# 58705 TABLE 5A MuM on Gapectty Table Mentz) 1" x 3.126" x T° OpeningWidth (forvertically-6parning mullions) or OpeningHeight (forhorboNaNyapannlrg muSons) 50 In 801n 7010 6044 9015 1021n 1201n 140 01 10010 Reclagdar Loading 71119/1-517177 Loading Rectarrda Loading TmWMwg. Loading Reda/66W Lading 14 75lang, Loadkg Rectangular Loading 17617910 LOWNg Rectangular Loeang Tr0p/RMrp. Lcedl g 90515 War wading T0p/Tdaro, Loading Reclargulw Loa416 Tnp/74mfp. tce9ng Rectangular Trap/Moro. Loading Rammang4 Lading Trapr Nro. Loading iii 170.0 2.1/7 ihih 11 ili 0.47 0.64 h 11 11 h 11 11 II 11 11111 h 1-144' hih 1.1/4• 11 111 1-114' iiIi 11 11111 I3 gLoemq h li 11 hihh 11 111 1844109 270 Na h 11 1111 h 45860 h coawn j a761/1 421n 420 Its 120 170.0 435 170.0 744 170.0 478 171.0 988 170,0 506 170.0 092 1700 619 1700 1118 170.0 621 170.0 1240 170.0 521 170.0 1449 170.0 521 170.0 1735` 170.0 521 154.4 1802 170.0 621 45N 170.0 708 170.0 624 170.0 850 170.0 664 1700 002 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170,0 860 157.7 1577 170.0 050 136.1 1577 170.0 650 1182 1577 170.0 880 50.8210 170.0 747 1700 683 170.0 668 170.0 831 170.0 1018 170.0 94 170,0 1105 1700 723 170.0 1345 170.0 747 170.0 1404 170.0 758 141.7 1495 170.0 756 1216 1495 170.0 759 106.3 1445 170.0 768 54 N 170.0 797 170.0 912 170.0 956 170.0 801 1750 1118 170.0 754 170.0 1275 170.0 60.3 1881 1401 1750 037 1408 1401 1700 959 124.6 1401 170.0 961 105.8 1401 1700 881 93.4 1401 170.0 881 801n 170.0 865 1700 701 1700 1083 170.0 797 1585 1158 170.0 676 136.7 1156 167.0 029 123.3 1155 158.5 017 111.0 1156 149.7 010 920 1156 144.6 003 70.3 1158 144.6 003 00.4 1156 144.5 003 631n 170.0 030 170.0 746 159.8 1049 170.0 850 137.0 1549 1585 860 1156 1049 141.7 648 1085 1049 132.0 630 95.9 1010 125.5 828 789 1049 119.3 920 885 1049 116.0 910 69.9 1049 119.9 910 1886 935 170.0 789 1350 955 151.3 604 1151 056 133,7 786 104.2 955 121.4 775 928 955 112.8 765 63.4 955 108.4 767 80.5 055 918 749 69.6 055 087 748 621 055 687 740 72 N 128.5 903 134.9 607 107.0 803 114.9 892 01,8 609 101.1 670 00.3 803 912 659 71.4 803 11.0 849 842 803 789 642 63.5 603 72.2 832 489 603 69.8 528 40.1 803 067 627 100.2 721 114.1 020 91.0 721 97.0 618 780 721 881 805 683 721 78.5 605 80.7 721 70.1 658 54.8 721 90.4 579 465 721 594 586 30.0 721 588 684 34.1 721 661 663 781n 101,0 644 105.4 699 64,2 884 50.4 597 72.2 684 764 678 63.1 684 70.4 507 50.1 684 64.4 048 50.5 004 69.9 651 42.1 654 64.1 641 381 664 51.3 639 31.6 884 50.6 534 9010 686 514 070 456 84.8 814 073 446 47.0 614 60.0 440 41.1 514 44.8 433 39.6 514 455 427 329 614 37.3 421 27.4 614 33.0 412 23.6 514 30.4 406 20.6 614 28.0 403 CON 61.2 452 56.7 404 482 452 47.0 306 387 452 40.0 380 33.0 452 38.4 364 30.1 452 52.9 576 27.1 462 30.3 373 226 452 286 385 10.4 432 24.2 359 18.0 452 228 355 10640 381 357 389 322 31.7 367 32.7 317 27.2 357 280 313 23.8 357 25.2 308 21.1 357 22.7 303 19.0. 357 20.9 209 159 257 18.0 263 13.8 357 162 287 11.0 367 160 283 1111 381 336 318 306 202 339 30.1 301 250 338 241 200 21.9 995 23.1 292 19,6 338 20.5 286 17.5 335 10.0 284 14.6 338 10.5 378 12.5 33B 14.8 273 11.0 338 130 269 12046 27.7 280 203 283 231 268 23,7 260 140 260 20.5 266 17.3 280 10.1 282 16.4 244 18.3 249 13.9 299 14.9 248 11.8 289 126 240 0.9 280 11.4 238 87 289 10.4 292 TABLE 6B AnchorCapacfty TOW (169) Anchor C6p PatternsAmha Su1AW1 2.71 Concrete ask Caw Hollow CAW Red CNC P706055 Mdd 71Pr 3115' ElcoMacon tin ENDwlr6con 8197 EleaUllman 3'5' Elco l9Nlcan 144 E>50l6luw 1 11466 ElcoA97eGabr 5410' Eloo U6aca 1H' 54 Moo Aos40ator 110Steel Sento (06) 012 aleel Screw (G5) 112944 60094 (G5) Edge Distance Qnk 1• 3.4/7 1' 3.4/37 3.118' 1• 2.1/37 1' 2.1/7 2' 3v8' 2' 0.47 0.64 0.324• Embedment 00 13/4 1.3/4 1-3/4• 1.1/4 r 1-144' 1.1/4 1.1/4• 1.4/4 1.4/4 1-114' r 1.375' 1.3/8' see nldap 2Anoka * 4.78' Mtn. 0.0. l Sanded Cep (F13. 17 3001In 39010e ' 450.09 680156 1844109 270 Na 258040 354144 740lea 45860 064 los 1182 80 32889 420 Its 580roe 4Anctcls 6 1.144 ANL O.C./ Standard ON (Fig. 27 46016 70060 WA WA NIA WA 86080 WA WA WA WA N/A 85290 84060 1120109 4Arches 193' WM 04. / akis M . am 679 3): 750.06 700 Its 68016 158060 149669 540104 65016 NIA 76069 93480 010 69 236469 852194 845456 1120 80 3Anotias 39 547 Mkt 0.R / 114:90.9001/7 Alam (7.9.4% WA WA WA WA WA WA WA WA WA WA NIA WA NIA N/A 1074100 1 Anchor/ F•Clp /•19. 637 19566 18516 22669 44569 07266 135 Ns 14061 177459 370156 234156 53260 59180 16364 21064 28060 2 Andros @ 1.15' Mkt 0.0. I FIXp (Flg. 8): 24069 350116 WA WA WA N/A 15016 WA N/A WA NIA WA 328 6s 42089 68060 FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: 0 O FIGURE 3: FIGURE 4: FIGURE 2: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: O FIGURE 8: ANCHOR CAPACITY ADJUSTMENT FORMULA: Ex, ) x ANCHOR CAP.,,,,,,,4\ ANCHOR CAP,, MULLION( USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125' 11.000'-I 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. i i ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, HOLES MAY BE DRILLED 114 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 500• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINEWITH AN SO OF0.55, ALUMINUM SHALLBE8063.75ANDBEA MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1' X 3.126' X .5' MULLION 1" VF MULLION) z 0 UJ03 z W Qa 8 a to 7 lA X 00 03 X rn m 1 z O z Jo RODUCT RBVISED m complying Whh 150 Rode Bufdi48 Coda AcceptaKdNo • ode Praia •, 1111/ 1!111 y LYNN 41/4."1/ CENSE•'• :'P No, 58705 * it o n 0 F ta7; STA E FLORID?`••..t jam. A. LYNN MILL'R, P.E. FL P.E.# 69705 TABLE 6A Mullion C paclty Table (1128/ 62) Anchor Clip Patterns Opening Wlnth (for oerticallyapannirg mu4iono) orOpening He ght (tor horizontally -spanning mullions) 2.716 Concrete 50 M 60 In 70 M 801n 90 In 100 M 120 In 140In 1601n 1 2 4 X .126 Alum. Mullion R cta,Mg Trop/1nar91. RecLoadingulu Loading Tr.p/nang. Loading R80I869ular Loading Ttep/Tnang. Loading Rectangular Loading Trap/Thong. Loading Rectangular Loading Trap/708.g Loading Rectangular Loading T1pRden9. Loading Rectangular lo80ng Trap/Tlang. Loading Rectangular Loaning TrapRnang. Loading 888t800War Loading TropRdang. Loading 3.1/6' 6 Dp¢ i1g d Yg^ 049 did 7 4F`' II Yp i e II d p 6i 11 8J! 8 1.174" I g yg YO 8i d 5 2 i 3I 11 g 2 1 ii i1 al. 2@ d Y 6$ i it 200164 t'758I d& i 11 1I Z sgl d l Z rF ice• Z 6 i`l' Y it 700 972 42 M 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 1700 558 179,0- y I 170.0 521 170.0 1240 170.0 621 170.0 1468 170.0 621 145.8 1469 170.0 521 127.6 1480 670.0 521 3285164 45In 170.0 708 170.0 624 170.0 860 170.0 684 170.0 992 170.0 030 170.0 1133 1700 886 170.0 1275 171.0 877 156.3 1303 170.0 680 130.3 1303 1 WA N/A N/A 1 880 97.7 1303 170.0 690 WA 60.626 M 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1040 170.0 684 170.0 1195 170.0 723 166.1 1236 170.0 747 140.6 1235 170.0 768 117.1 1236 0 766 100.4 1236 Ee 170.0 758 671 1235 1780 766 541n 170.0 797 170.0 612 170.0 966 170.0 591 170.1 1118 170.0 754 154,4 1160 170.0 803 137.2 1166 170.0 637 123.0 1168 170.0 898 102.9 1168 170.0 881 862 1168 170.0 861 77.2 1668 170.0 881 60 M 170.0 805 1700 701 188.7 1042 170.0 797 142.9 1042 101.1 832 125.1 1042 146.7 813 111.2 1042 138.8 801 100.0 1042 130.2 791 83.4 10421261 702 71.5 1042 126.1 782 62.5 1042 126.1 7626M3170.0 930 170.0 745 161.2 992 183.6 818 129.8 992 144.4 799 113.4 982 1311 782 was 992 121.4 766 90.7 692 114.8 768 1:777.; 992 106.4 746 64.8 982 108.0 744 56.7 992 106.0 74468M165.4 047 170.0 788 137.8 947 148.0 7611 118.1 947 130.3 768 117 7 762 91.9 947 108.7 738 82.7 647 102,2 727 85.9 647 86.1 713 59.7 947 640 711 61.7 947 14.0 711 72172 195.9 046 142.7 737 113.2 846 1210 722 97.0 849 106.8 706 81.9 840 i1 57.8 849 527 675 66.8 849 75,3 669 48.6 549 725 662 425 849 724 651 Aata 701n 115.6 762 120.7 866 98.3 762 102.6 662 82.5 782 90.0 640 72.2 782 00.9 f 629, 84.2 1762 174.2 820 67.8 752 69.2 613 48.1 752 82.8 602 41.3 762 69.D 697 36.1 762 59.4 695 7544 1009 724 111.4 834 09.0 724 94.9 821 76.3 724 629 800 66.8 724 744 599 594 724 88.1 691 53.4 724 63.4 653 44.6 724 57.3 673 38.2 724 54.3 607 334 724 515 666 90 In 69.6 543 71.8 482 68.0 643 80,7 474 49.7 543 62.9 466 430 543 47.1 464 36.6 543 42.8 452 34.8 543 30.6 448 29.0 543 34.0 430 24.5 543 321 430 21.7 543 30.7 426 96 in 67.3 473 58.9 427 47.5 478 49.7 479 40.9 476 43.2 412 35.8 475 35.6 406 31.8 478 34.6 400 26.7 478 32.0 395 23.9 478 28.1 368 20.5 478 250 380 17.9 478 24.2 376 108 M 40.3 377 41.1 341 33.6 377 34.6 336 28.8 377 30.0 330 25.2 377 26,6 326 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304 1110 37.1 367 37.8 323 30.0 367 31.8 318 26,5 367 27.8 313 23.2 367 24.4 309 20.8 367 22.0 306 18.5 367 20,1 301 154 367 17.4 294 120 M 29.3 306 25.8 270 24.6 308 26.1 274 21.0 308 21.7 270 16.3 300 19.2 267 16.3 308 171 263 TACT 144 In C Ala 17.0 212 17.2 196 AnchorCapacity Table (169) Anchor Clip Patterns Substrate: 2.716 Concrete 3.66 Cone. Hollow CMU Feed CMU PT Wood Meld Anchor Type: 3/16• Elco beacon 114' Elco Macon N18" Elco Ulracon 3/18' Etco UIIroc011 1A" Elco Ullrocon 1/4" SSElcoApgroGelor 6118" Elco Ultiacon 1/4" SS Elco App .Gator 010 Slee( Screw (G5) 012 Sled Screw (05) 012 Steal Screw (G5) Edge Distance 8n): 1• 2.172" 1" 2-1/2" 3116" 1" 2-1/2" 1" 2.1/2' 2' 3.1/6' 2" 0.48" 0.54' 0.324' Embedment 11): 1.3/4' 1-3/4" 1-3/4' 1Jµ" 2" 1-1/4" 1.1/4" 1-1/4" 1.174" 1-1/4" 1-1/4" T' 1.3/8" 1-3/6• cos note4) 2 Anchors 0 4.75' MM. 0.C. / Standard Clip (Fig. 1 or 2): 390 lbs 390 lbs 450164 89010. 1844 Ds 2701b 200164 304164 7401b 466 lbs 664 Re 1102 lbs 328164 420 lbs 6601644Anchors0225Min. 0.C. / Standard pm (Ftp. 3): 700 972 700 Ns 580lb 1410 Ns 952lbs WA 680144 WA 630103 WA 680 Iles WA 852164 640 Ns 11201648Abbots01.16' Min O.C. / Standard Clip (Fig. 4): 960164 14001bs WA N/A WA 64/8 71090 WA WA WA N/A NIA 1304lbs 1880164 22401644Anchor03' MM. 0.C. / (2) 265 Angle pips (FI6 5): 780103 760164. 9006817801 3285164 640106 680lb 708 •e 1480 Ns 93816. 7326 972 2384 lbs 852103 540164 1120164Anchors03° MM, 0.0. I (2) 2.5 Anpta 0978 (7i9. 6): 1170164 1170115 1020 the 2340164 2844 972 610 lb 0401b WA 1140164 1404 be 1320 I6. 354816s 978 Ns 120016. 16001644Anchor. 0 0.45 Mtn. O.C. / 5-csp. No 1/6" Num. (For. 7): WA WA N/A N/A WA N/A N/A WA NIA WA WA WA NIA NIA 14321642Anchor. 02.25• MM. 0.C. / FC9p (F19. 8): 36016b 350 036 260108 705 Ib 476 lb WA 280164 WA 315 lb 0 b 440 lbs 0gr. 326 Iles 420 189 5801644Abbots01.15" MM. O.C. / FC/p (Fig. 9) NOTE: FOR THF OFFCFT 711 ID 110,0, TUC 6sc aarnunna 480156 nn, Di nn.,..,nn.,..,....,. 700164 N/AN/A N/A 100 3801b NIA WA WA WA WA 852106484 •s 1120164 FIGURE 1: FIGURE 2: FIGURE 3. 0 0 0 0 FIGURE 6: ST BE USED IN PAIRS. FIGURE 4 FIGURE 8 FIGURE9 0 0 FIGURE 7: TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: 0,) x /ANCHOR CAP.,„ , \ ANCHOR CAPMULLIONCAP.,...,,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEESHEETS2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELDFOLLOWINGDIMENSIONSSHOWNONSHEETS18-20. 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL 8E 606345 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO 8E ATLEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i 1.000" j- 4.000" 125" l"X4"X.125•MULLION lmatA, NN yE t0 1 01 640 1 z O M60DUCF REVISED as complying with tho FIO6M.I Ouiiding Code Acceptance No pirelion:Dele 1Lt//1111/1///r Ny LYNN 44/( /0 1•'1GENSB •-, No. 58705 o'.a 723•(1 ST TE OF A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 7A Mullion CepaCity Table (691&) 1 x4 4.378Loaders n et Opening WIdth (tor .•r60elyopanrMg m1i6on9) orOpening Height (torhorizontally -spanning mulOons) 6010 6010 7010 6010 0010 10010 72010 11010 180 In Rectangular T1a0R4a75. Loading RsotinQ1ar Loading 719970.5. Loading Rectangular Loa80ng 1**7Ion0. 10.4175. Rectangular Laming Thp17Mng. Loading Rectangular Loading Trepratang. Loadn0 Mn1a05Ja leasingLoading Rap/Manz R.etangd,r 1-148619*o 711PRr4n0. Wen* R6elnn0llar 10.41175 Tr1NTnag• 1-0412.616=0010 RadanylMr 1767(9100. 6.606200ARem 11 1a li 1 il 1a 1111fiili i 1a 1 ia i il ii 1 11 ih li 1 IIi ih 1 ii ih li 1 II 1a ii 1 II la li 1 it ia 1i IIf 2Anchors ®4.76' Mit O.C. / Standard CBp(FM61 or 2): il ii II li IIl 710 Me 1 ii il li 11 ii f i7210 1 04 42 M 170.0 020 170.0 433 170.0 744 170.0 478 170.0 818 170.0 608 170.0 092 170.0 619 1790 1115 170.0 521 1700 1240 170.0 621 170.0 1488 170.0 621 1700 1735 570.0 627 1700 1083 170.0 621 4910 170.0 798 170.0 624 170.0 660 170.0 664 170.0 802 170.0 830 170.0 1133 170.0 661 170.0 1276 170.0 077 170.0 1417 170.0 800 170.0 1700 170.0 600 1700 1003 170.0 600 161.6 2024 170.0 680 60.62010 170.0 747 170.0 683 170.0 898 170.0 831 170.0 1040 170.0 884 170.0 1195 1700 723 170.0 1346 170.0 747 770.0 1881 170.0 768 170.0 1793 170.0 766 168.0 1979 170.0 768 138.6 1016 170.0 768 641n 170.0 757 170.0 612 170.0 966 170.0 801 170.0 7116 170.0' 764 170.0 1276 170.0 003 170.0 1434 170.0 537 " 170.0 1564 170.0 058 169.0 1799 170.0 861 137.1 1760 170.0 981 120.0 1709 170.0 001 600 170.0 806 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 870 170.0 1417 170.0 044 170.0 1684 170.0 095 150.6 1819 170.0 1033 129.6 1819 770.0 1063 111.0 1619 170.0 1003 07.2 1610 170.0 1063 0310 170.0 030 170.0 746 1700 1110 170.0 560 170.0 1302 170.0 040 170.0 1460 170.0 1016 150.7 1542 170.0 1070 741.0 1642 170.0 1122 117.6 1642 188.5 1156 100.7 1512 157.6 1167 68.1 1642 107.5 1167 6610 170.0 574 170.0 700 170.0 1160 170.0 903 170.0 1361 170.0 1002 180.6 1472 170.0 1088 1428 1472 180.6 1144 120.6 1472 160.5 1130 107.1 1472 147.8 1105 91.0 1472 146.0 1104 80.3 1472 148.0 1104 170.0 1063 170.0 678 170.0 1275 170.0 1000 150.6 1320 188.2 1101 r 1320 1320 710.0 1082 117.3 1320 137,0 1068 105.e 1320 128.6 1048 45.0 1320 117.5 1024 76.4 1325 1126 1013 66.0 1520 112.6 1012 78M 170.0 1122 170.0 037 140.6 1184 130.4 1013 128.2 1184 130.0 004 112.2 1184 125.7 975 05.7 1184 115.3 964 69.8 1164 107.5 952 74.6 1164 07.6 036 04.1 1184 99.1 927 66.1 1164 023 625 7010 188.1 1124 170.0 987 138.4 1124 147,0 965 115.6 1124 120.6 947 103.6 1124 116.6 031 82.3 1124 103.0 916 53.0 1124 00.6 000 60.2 1124 85,0 340 88.3 1124 84.3 881 61.0 1124 53.2 075 001n 100.1 614 111.5 760 541 044 04,3 738 77.2 844 82.1 724 87.0 844 73.3 712 80.7 844 80.5 702 61.0 044 61.4 083 45.0 344 64.2 870 38.6 844 60.0 668 33.0 B44 47.7 882 05M 80.1 742 91.6 643 74.2 742 77.2 662 63.6 742 67.2 641 55.7 742 69,6 631 49.5 742 99.1 622 44.6 742 46.0 814 37.1 742 43,0 600 31.0 742 30.8 690 27.0 742 87.6 684 10610 826 666 93.0 530 521 gee 53.0 621 44.7 560 48.6 613 39.1 600 41.4 606 34.0 568 37.3 456 31.3 686 34.2 402 28.1 688 29.6 481 22.3 688 29.6 472 10.5 580 24.7 469 111 M 57.8 855 60.6 603 40.0 635 40.5 495 41.2 555 42.0 467 30.0 566 30.0 480 320 585 343 473 20.0 655 31.3 447 24.0 666 27,1 457 200 555 24.3 448 10.0 555 22.4 442 12010 40.8 478 46.4 433 360 476 30.0 426 524 476 33.7 420 28.6 475 20.8 414 283 475 36.0 405 220 175 24.6 404 10.0 476 21.1 305 10.3 476 10.7 387 14.3 470 17.2 381 1445 28.4 330 26,7 305 220 335 224 301 18.9 330 19.3 207 18,6 330 17.0 203 TABLE 78 Anchor Capaelty Table (Ibs) Anchor CO Patient 80149016: 2.74 ConcrN• 3.5h Caw. 14011034 CMU Red CMU PT Wood 10401 Anchor NPe 3119 U14/11C011Elco1/4" ElcoI2t 9c0n 8/16' 800lcoMtrxon3/34{' EkeUAr6c0n Ultra= 1/4' Ultra= 85 Elco AgpeGator 6/16" Elco UMmeOn 1/4' 89Elco Aggraild0r 010 Steil Scow (175) 812Staml Sane (05) 012SIM Strew (05) Edge Distance Ono 1" 2-1/2' 1' 2.1/2' 3.118" 1' 24/2' T 2.17 7 3-1/8' 7 0.40' 0.54' 0,324' Embedment On): 1-3/4' 1.3/4" 1-3/4' 1.3/4' 2" 1-1/4' 1.100' 1.1/4' 1.1/4" 1.1/4' 1.1/4' 2' 1-3/6' 1.318' Ogee n0164) 2Anchors ®4.76' Mit O.C. / Standard CBp(FM61 or 2): 380 Me 39058 4500 000 MM 1844lbs 710 Me 2500' 364108 74008 40658 061 lbs 11821be 32860 420100 6000 4 Anchors (0226" MM. 0.G / Sta dard Clipfig. 34 700110 700100 500 Obs 1410 MM 552160 N/A 500108 WA 6300 WA 680109 WA 062 Me 040108 1120 58 OAncMu (01.15' MM. 0.G / Standen! Clip (Fig. 4y 060 Ma 140016e NIA WA WA WA 700 0 WA ILIA WA NIA WA 1304 b 1550108 2240166 4Anchor' (03" Min O.C. I (7) 246 Ab9 Oleo (Fig. 44 780 be 785 b 800 Ito 1780 Ma 3209168 640108 640188 7001110 1400 08 530 be 1323153 228458 052105 640155 112016s 0 Nub= 12 3' 63I4tO.C. / (2) 2 4Mole C7lps (Fl . 4 11700 11700 102008 23400 2044 588 01054 840158 WA 1140160 140458 1320163 3640166 570 0 126058 188058 4Anchor (0 0.48Min. O.C. l U -CSA Into118" Num. (F19. 7y NA WA WA WA WA WA WA WA NM WA WA WA WA WA 1432 58 2A5410l9102.26"Min CO. /F-gW(Fie fly 3500 3500 2000 70556 4780 WA 280166 ISA 01654 058 44016e OIbo 326188 42000 68058 4AM81s01.16' Min. O.C.IF-G7fieey 480166 70050 Nth WA WA N/A 30000 WA NM WA WA WA 85256 84050. 11200 NOTE: FORTHE OFFSETCLIP, USE THE SAME ANCHOR PATTERNANDANCHORVALUESAS THE STANDARD CLIP FIGURE 1: FIGURE 2. 0 0 0 0 0 0 0 0 0 0 0 0 FIGURE 6: FIGURE 3. O 0 0 0 FIGURE 8: ANGLE CLIP (FIGURES 686) MUST BE USED IN PAIRS. FIGURE 4. FIGURE 6: FIGURE 6; 0 O FIGURE 7: ANCHOR CAPACITY ADJUSTMENT FORMULA: DP„„,) x ( =ANCHOR CAP.,,, MULLIONANCHOR CAP.,,, ,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEESHEET 1 FOR INSTRUCTIONS ON5)8)10 THETABLES AND SHEET22 FORINFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED INTHE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE8063-T5 AND BE A MINIMUM OF .125" THICK. STEELSTUDS TOBE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO 8E AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 1.000' j-- 4.000" 375' 1' X 4 X .375" MULLION z 0 LU03 2 z 2 co O. 2 ti 1 1 z z 4 PRODUCT REVISED RscomplyingwiththeBlmid0 Building Code Acceptance No ) TABLE BA Mullion Copaelty Table (IboHt2) 1.25', 9.188" a OpeningWidth (tor71(81iCA1ysp8n,111g 010700 e) or Opening Hetghl(tor110Am1160y9panntr mations) 601, 80 In 7050 6050 001n 1601, 10550 140 51 16050 Rectangular Loading 1140/709ng. Loading Reclangdar Loading 1504/111eno. Loading Rootansular Loading 750pRM45 Lotting Rectangular Loading Trap/Mang. Losing Rectangular 1065o5 75003(RIen0. Loading Rectangular Loading T50p/Tdarq. Loading Rectangular Loading Tea9/TdanB• Lading Rectangular Loading T50p/Tdang. Loading Rectangular Wading 11611/709rp. Leading l it 11 it ii ii fi ii li li I ii II it 11 11 11 li I r I l I l I l I ii 11 i I ii 11 ii 11 li y R 4215 170.0 820 170.0 435 170.0 744 170.0 478 170.0 605 170.0 608 170.0 052 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 1700 1405 170.0 521 170.0 1736 170.0 527 151.0 1700 170.0 621 45In 170.0 708 170.0 524 170.0 660 170.0 554 1700 992 170.0 830 170.0 1133 170.0 401 170.0 1278 770.0 477 170.0 1417 170.0 880 1540 1648 170.0 600 132.7 1646 170.0 800 110.1 1040 170.0 000 60.62610 170.0 747 170.0 693 170,0 090 170.0 031 170.0 1048 170.0 664 170.0 1196 170,0 723 170.0 1346 170.0 747 167.0 1489 170.0 758 139.2 1488 170.0 768 110.3 1400 170.0 768 104.4 1460 170.0 768 641n 170.0 707 170.0 812 170.0 058 170,0 891 170.0 1110 170.0 759 170.0 1276 170.0 003 103.1 1378 170.0 037 140.0 1370 170.0 056 1223 1376 170,0 601 104.0 1378 170.0 861 01.7 1376 170.0 801 6050 170.0 006 170.0 701 ' 170,0 1063 170,0 797 108.9 1188 170.0 878 159.0 1166 187.4 630 123.0 1168 166.8 919 111.2 1165 150.0 912 02.7 1168 144.8 905 79.4 1150 144.8 000 80.6 1158 144.8 606 631n 170.0 030 170.0 746 190.1 1051 170.0 060 137.2 1051 155.9 862 120.1 1051 142.0 048 100.7 1051 132.3 837 08.1 1051 125.7 630 80.1 1051 119.5 822 08.0 1061 119.5 821 00.0 1051 118.1 021 6550 167.1 957 170.0 789 130.3 057 1610 006 119.. 957 134.0 790 104.4 057 121.0 777 92.0 067 1128 767 B3.0 057 100.6 760 660 957 100.0 760 60.7 957 00.9 745 622 057 44.9 740 7281 120.7 004 736.2 058 107.3 834 116.2 684 91.9 904 101,3 671 80.4 904 91.4 800 71.6 804 01,1 660 64. 004 768 843 03.6 004 72.3 533 48.0 004 09.9 820 40.2 604 60.6 626 7411 100. 722 114.4 63091.2 64.4 722 07,2 01B 78.2 722 05.3 808 09. 722 70.7 698 00,9 722 70.3 085 667 722 a.6 600 45.0 722 60.6 670 39.1 722 50.7 686 34.2 722 66.2 584 7091 101.2 088 105.0 050 686 09.6 585 72.3 086 70.8 577 63.3 605 70.5 580 58.2 806 64.6 600 60.8 885 80.1 653 42.2 685 64.3 643 38.2 805 81.4 637 31.8 888 60.7 630 601, 66.9 616 860 457 04.9 616 67.6 449 47.1 516 60.1 441 41.2 516 44.7 434 30.8 516 40,0 428 33,0 615 37.4 422 27.5 616 33.1 413 23.6 616 30.6 407 20.6 616 29.1 404 001, 54.3 463 56.8 404 463 463 47.1 397 360 463 41.0 391 33.9 463 36.4 385 30.2 463 33.0 379 27.2 453 30.4 374 22.0 493 248 386 10.4 463 24.3 300 17.0 463 22.9 056 10911 361 358 30,0 323 31.0 368 326 318 27.2 358 264 313 23.0 355 25.2 309 21.2 355 22.7 304 19.1 308 20.0 300 16.9 358 160 203 111In 261 336 36.6 300 29.3 338 30.1 301 26.1 336 25.1 297 22.0 330 23.2 203 10.6 338 20.0 209 17.0 330 141 286 1201, 27.0 290 260 264 23.2 200 23.0 260 10.9 290 20.6 268 17.4 200 18.2 263 18. 290 10.4 246 144 50 161 201 10.3 160 TABLE 8B Anchor Capbof y Table (809) Anchor ClipPellerro 0066ttaIN 27k Couplts - 3.5k Rona. Hdkw CMU FI65d CMU PT1Nood Metal AnotarlY 3110 EkotA150cc11 V4"EkoUnacon 6/1e" Eko1A960a1 3178 ElcotOMScan 114•ElcoUka4on 1M SS EkoA0175006lo1 6/14" ElseV4" Ultmeo5 SB Elco Ag0e04tor 010 Stele 645059 (06) 612 Meal6465 (00) 01281651Soto135) Eugo 01901660* 1" 2-1/2" 1' 3.1/37 3.1/0- 1" 2.1/2' r 2-1/r 2' 3.t/B" r 0.46' 0.64' 0.324• Embednunt$nk 1414• 1414• 1414' 144• r 1.1/4' 1.1/4" 14/4' 1.114• 1-1/4" 1.150 r 1.3/8' 1.0/0' Nee note 4) 2Anchors ®4,76"MIn.O.C./ Stanch,/ (31p (Fig. 1): 390160 30070, 160116 0601665 104410 270039 200166 354 01 740 134 45815 ' 804144 11021b00 ' 026155 420155 000/56 4Anchors CI 1.155010. O.C. / 41600014alpR16. 2k 400 (16 700 W N/A WA WA N/A 35001 WA N/A WA WA WA 662155 840 las 112000 4Anrck5/02Mk1.0.C./(2) 2o0M55036(615. 3): 700 Ms 700155 9044465 15000s 169511u 640 (05 640155 LLA 700151 936556 650155 236410e 652150 640705 1120445 4 Anehas 00.46" MR. 0.0.1IFCI4; Rio V0' Akml Mg 4J. WA WA N/A WA WA WA WA WA WA WA WA WA WA WA 14321.00 1 Macs /F-C7p(F0.6): 196030 196 50 225445 445445 872559 135 (be 140115 177106 370 Rs 234105 332445 591105 103155 21001 280159 2 Mahon 01.1er Nin 0.C. / F•Cllp (Fg.6): 24000 350701 WA WA WA WA 100104 WA WA WA WA WA 324 tba 420100 080449 FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP FIGURE 1: 0 0 FIGURE 3: FIGURE4: FIGURES: O FIGURE 2: FIGURE 8: ANGLE CUP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: DP,„)X`ANCHORCAP." ,,)QANCHOR CAP.. MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CUPS MAYBE FACTORY MACHINEDAND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL 8E 8063-T6 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEATLEAST .125" THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.188" 285' 1.25 X 3.155' x .265' MULUON 1.1/4' VF MULLION) 03 1 1 r AO SSC z PRODUCT REVISED 03complying withtheFM7We Building Coda Acceptance No ii, 0 mL.• • (dat4 !/"YN!/If" kV41LYNNLM/l/'i, 1`.•'pENSE- Cop 'moi No. 58705 D A II 30 (1 ;wuN ST EO ; 6;S ONA ,,, A. LYNN IUILLgR, P.E. FL P.E.# 58705 TABLE 9A Raton CapacityTable (Ibalftt) 2x4x.25 Alum. Tube MuWMn OpeningWidth (kirvan(ca9yspamitgmu6ions) orOpening Height (for honcotaa6y 4panning muttons) 8010 Reclrgulr ra9/76915. Loading Wilding 00 In Rectangular Tnprmrg. Loading Loading 701n Rectangular 774pITAanO. Loading Loading 8061 901n Re49g4r Trapn0rg. Rec1m00r T*6p/TBeng. Laming Leading Weft 1064100 1001n Rectangular TreplTlang. 1064619 Loafing 120 in Rectangular Trap/Meng. Loediig Ladino 140 In RecteryNr 71INMNo. Lading loading 160 in Rectangular 11atYT4mq. ladn0 LoedI gi 193 420 170.0 4010 170.0 820 706 170.0 438 11 170.0 170.0 824 170.0 744 850 170.0 if 478 170.0 la 11 1700 684 170.0 688 092 1 11 170.0 170.0 800 t 830 170.0 1 002 1 170.0 610 170.0 1110 170.0 521 170.0 1240 1 170.0 621 119g a 170.0 1488 1 11 i 170.0 11 1 1726 66 y 170.0 621 1 170.0 g 1903 1 170.0 a if 170.0 1133 170.0 801 170.0 1278 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1963 170.0 660 170.0 2207 170.0 621 060 60.0261n 170.0 747 170.0 583 170.0 500 170.0 631 170.0 1040 170.0 684 170.0 1105 170.0 723 170.0 1343 170.0 747 1760 1404 170.0 768 170.0 1793 170.0 760 170.0 2092 170.0 788 170.0 2391 170.0 756 649 601n 6310 170.0 170.0 170.0 797 885 030 170.0 170.0 170.0 612 701 745 170.0 170.0 170.0 958 1063 1118 170.0 170.0 170.0 691 m 850 1700 170.0 170.0 1110 1240 1302 170.0 170.0 170.0 764 170.0 878 640 170.0 170.0 1276 1417 1463 170.0 170.0 170.0 803 170.0 943 170.0 1015 170.0 1434 1594 1873 170.0 170.0 170.0 937 698 1076 1760 170.0 170.0 1694 1771 1050 1700 170.0 1700 860 170.0 1013 1033 1700 1122 170.0 2126 2731 170.0 170.0 170.0 661 170.0 2231 1063 1760 1100 1867 2479 2653 170.0 170.0 170.0 081 1700 1083 1663 1171 1450 2560 2060 2557 170.0 170.0 170.0 061 1063 1171 80In 7210 170.0 974 170.0 170.0 1083 170.0 789 078 170.0 1169 170.0 003 170.0 1384 170.0 1002 1700 1568 1700 1063 170.0 1743 170.0 1155 170.0 1948 170.0 1210 1740 170.0 1276 170.0 1000 170.0 1488 170.0 1128 170.0 1700 170.0 1226 170.0 1913 170.0 1318 170.0 2126 170.0 1387 145.0 2338 2164 170.0 1276 161.0 2437 170.0 1260 132.9 170.0 1488 124.6 2184 170.0 1020 109.2 2437 2154 170.0 1286 170.0 1530 78in 170.0 1122 177.0 937 170.0 1348 170.0 1000 170.0 1670 170.0 1200 170.0 1704 170.0 1322 165.1 1060 170.0 1421 1440 1980 170.9 1505 123.6 1000 1e18 16413 106.1 1960 154.3 1575 929 1140 102.7 1531 781n 170.0 1161 170.0 007 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1389 1627 1001 170.0 1174 137.4 1889 183.1 1600 114.8 1861 147.3 1473 99.2 1681 139.0 1469 63.9 1091 137.6 1461 001n 170.0 1326 170.0 1144 140.1 1388 1600 1211 127.9 1300 136.0 1190 111.6 1308 121,3 1179 99.4 1388 110.2 1182 00.0 1363 101.0 1147 74.6 1398 00.0 1122 83.9 1306 827 1106 659 1390 749 1096 9810 147.4 1220 151.5 1009 122,9 1229 127.0 1079 100.3 1220 111.2 1001 08.0 1014 81.0 1229 89.6 1029 73.7 1229 02.4 1010 81.4 1229 72.2 093 52.7 1229 66.9 677 40.1 1229 011 087 106 61 103.8 971 105.0 077 88.3 971 00.0 882 74.0 871 772 940 11110 044 910 1201* 78.8 788 07.3 708 832 70,6 819 81.0 810 0.3.1 619 70.9 806 T 971 60.8878 60.4 637 67.6 079 61.8 825 61.0 071 68,5 015 43.1 971 49,0 780 37.0 971 44.0 702 32.4 971 40.8 771 710 62.9 708 64.8 706 53.9 788 86.8 sac 47.2 798 02.0 49.4 794 53,0 019 60.7 845 41.0 793 44.4 704 077 47.7 010 51.0 37.7 768 409 774 806 39.7 919 44.8 750 34.1 010 402 742 20.8 010 37.1 732 31.5 750 34.9 053 27.0 708 31.0 041 23.0 788 29.4 831 43.7 548 44.2 504 38.4 540 37.0 498 312 540 31.0 401 27.3 548 28.2 485 24.3 548 25.3 479 21.8 840 72.9 474 18.2 540 19.5 464 15.8 518 17.2 455 13.7 440 15.5 448 TABLE 913 Anchor Capacity Table ( bs) Archor ClIp Patients Substratec' 2.7k Commis 3.6k Cono. KolbeCMU 61931 MU Pi Weed Metal Anchor Type 2/161. ElcoUttraciat Ur Elco Ultrecon ane" Ele° Macon MO" Elea (Macon 1/4' Elco Uttecon 1/4" SS ElooA9316019x 6113' Moo Mae= 1/4" SSDeo Agigretgator N10Steal Screw (G5) 912 Steel Scrota (G5) 912 Steal Screw 635) 2 Anclwas 04.75' Mtn 0.0. / Standardalp (Ng. 1 orcy 390 lbs 300 lbs 4501W 00014s 1841 93 270193 ." 2001bs 354119 710 Re 400193 MN lb, 1182 Ite ' 320lbs 420 lbs MOIte 4 Art213013 0 2.0r tilla 0.C. / Steadard Cep (Ng. 3): 74039 740 Re 030119 1485 lbe 1424194 WA 660 Its NM 1305 lbs WA 6.33 194 WA 052 lbs MO lba 1120 Ital 8Arzbors ES 1.71 Ma 0.C. / Standard Clip (Fig. 19 065144 053:613: 788 RA 1046 94 WA NIA 705 ibs NM 7011193 N/A WA WA 978Me 1200194 188003 1Anchors 41/ 3" 1/94 OA / 0246 An21413394 914 69 780081 880194 1580 Re 11360194 IctOrs MD 033 WA 70019s 038193 MO lba 2364194 852194 540 031 1120 ills 8Anchors433"1/94 0.C. / 6732x5AngleCape (Fig. 89 1170119 117096 1020194 2340193 2844Ms 81 040 FM WA 1140 tbs 1404 lbs 1320 lbs 3540 lbe 078tin 1200 lbs 1880 lbs 3Anchors fi 1.34'149. 0.0 / DOR 91101/8"Akint Po. 79 N/A WA WA N/A NIA NIA NIA WA WA WA WA WA N/A WA ItL7419CAM= 00.84 Mkt o.c. / DC09. Into UrAlUrn. Fig. et N/A N/A tUA NIA NIA WA WA WA WA WA WA WA WA WA 2M -lbs 2Andears 45 2.61r Min. 0.C. / F13119 Mg. 89 370 tbs 370 lbs 315194 743 lbs 713 lbe WA 200194 WA 049 its WA 440 Ito N/A 320119 42001$ 650144 8Anthers itt) 1.71" Win. 0.C. / Folglp (Fig. 109 340119 300144 34019s 7813 tbs 943 AA 270194 250 lbe WA 500119 cm rCel 440 1101 1102 ft 928 lbs 120 Ite 500 lbs FIGURE 1: FIGURE 5: FIGURE 2: 9. FK3URE 3: FIGURE & FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10. FIGURE 4: ANGLE CUP FIGURES 5&6) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY FtEQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIXOR OPENING WIDTHS tS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY lvtACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FELD FOLLOW*10 DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE I3LOCK UNIT CMU) SHALL CONFORM TO ASTM C-91 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITHAN SG Of 0.55. ALUMINUM SHALL BE 008345 AND BE AMINIMUM OF .125" Thltat. STEEL STUDS TO BE A MINIMUM GRADE 33AND .045* THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 1 co cn 4,1 PRODUCT REVISED as complying with Ma Fkaide Product 414:: N704151, 1//:: A. LliglisiMILLtik, P.E. TABLE 10A Mullion Capacity Table (lbs)R2) Opening Width (forterUcay-apstoingmillions) orOpening Height (forhorizontally -spanningmullions) 5010 Rectangular 2x6x.26 105010 Alum. Tuba Mullion 60 In 701n 0010 0015 10015 120 M 140l5 1501n TreprdmtgtosIng Reclang lar Leading Trap/8l88. Loading Raianpder Loading Insp/1xm0 Loadtnp Radarptlar Loading Tn7lTnen5Loading Ract8rnp/er Loading TrepR8an0Loading Reclergier Loading Tnpniteng. Larding Rxtargiv Loadte Trap/0teng 50100'9 Rectaw dor Waearw TrepTdan() Lowing1.008 ROderptlar Loading 1 g 1 11 11 la 42 M 170.0 020 170.0 433 1 1700 8 I 1 la o: 1 i 744 170.0 4910 170.0 700 170.0 524 170.0 050 170.0 478 584 170.0 170.0 858 fi 1700 if h g 1 la 1 1 1 fi la 1 11 1 11 1 11 g 1 fi 1 1 609 170.0 002 170.0 092 170.0 630 170.0 1133 170.0 610 001 170.0 1110 170.0 170.0 1275 170.0 621 077 170.0 1240 1700 1700 1417 1700 521 Deo 1700 1480 170.0 170.0 1700 170.0 521 880 170.0 1736 170.0 170.0 1908 170.0 621 600 1700 1700 1903 2287 170.0 170.0 521 000 50.625 M 1700 747 170.0 583 170.0 058 170.0 031 170.0 1045 1700 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 758 1700 1793 170.0 760 170.0 2002 170.0 766 1700 2301 170.0 766 5410 17n0 707 170.0 812 170.0 068 170.0 031 1700 1110 1700 754 170.0 1276 1700 003 170.0 1434 170.0 837 170.0 1804 170.0 058 170.0 1013 170.0 581 170.0 2231 170.0 801 170.0 2560 170.0 081 6014 170.0 055 1700 701 170.0 1053 170.0 7W 170.0 1240 170.0 575 170.0 1417 170.0 044 170.0 1594 170.0 008 1700 1771 170.0 1033 170.0 2126 170.0 1063 170.0 2470 170.0 1093 170.0 2633 170.0 1063 5310 1700 930 170.0 746 170.0 1118 170.0 550 170.0 1302 1700 040 1700 1400 170.0 1010 170.0 1073 170.0 1070 170.0 1059 1700 1122 1700 2231 170.0 1160 170.0 2003 170.0 1171 1700 2075 170.0 1171 n 6510 1700 e 7210 170.0 7BN 170.0 a 7810 1700 0010 170.0 074 1700 703 170.0 1169 170.0 003 170.0 1304 1700 1002 170.0 1558 1700 1053 170.0 078 170.0 1273 1700 1058 170.0 1488 1700 1120 170.0 1700 1700 1006 1220 170.0 1763 1700 1155 170.0 1018 1700 1210 170.0 2338 1700 1275 170.0 2727 1700 1200 1700 3117 170.0 1700 1013 170.0 1315 170.0 2123 1700 1387 170.0 255D 170.0 1458 170.0 2973 170.0 1520 1700 3400 170.0 1258 1630 1122 1151 1525 1700 1700 170.0 937 007 1144 170.0 1700 170.0 1348 1301 1504 1700 170.0 170.0 1040 1116 1320 170.0 1700 1700 1570 1511 1850 1700 1700 1700 1209 1250 1495 170.0 1704 170.0 1542 170.0 2125 1700 1700 170.0 1322 170.0 2019 1359 170.0 2072 1653 170.0 2351 1700 170.0 170.0 1421 1474 1703 170.0 170.0 1700 2243 2302 2586 170.0 1506 170.0 170.0 1564 1018 1700 1700 170.0 2802 2783 3188 170,0 170.0 170.0 1029 1700 2120 170.0 170.0 150.0 3140 5223 3413 170.0 170.0 170.0 1004 1777 2273 170.0 170.0 130.5 3580 3863 3413 170.0 170.0 170.0 1705 1790 2351 06 M 170.0 1417 170.0 1232 110.0 1700 170.0 1434 1700 1003 170.0 1022 170.0 2207 1700 1704 170.0 2550 170.0 1952 170.0 2093 170.0 2005 100.0 3190 170.0 2338 137.1 3100 180.0 2470 1200 3159 150.1 2426 10010 170.0 1604 1700 111 f0 170.0 1038 170.0 1405 1464 170.0 1013 170.0 1647 170.0 170.0 1000 170.0 1700 170.0 2231 2293 170.0 1870 1700 2550 170.0 2070 104.0 2701 170.0 2271 140.3 170.0 1932 170.0 2021 1700 2140 151.0 2632 1923 2245 136.8 2751 2032 191.0 140.4 2333 2215 123.6 2751 1404 201 105,0 113.0 2832 125.4 2155 97.6 2761 2632 125.0 2234 027 115.1 2120 064 2701 2632 1160 2100 100.3 2009 1201n 170.0 1771 1700 1586 / 1700 2125 1700 1850 154.4 2252 150.0 1001 135.1 2262 141.4 1004 1201 2252 127.2 1930 106.1 2252 1161 1915 90.1 2252 90.0 1872 77.2 2252 09.8 1039 07,0 2252 01.4 1608 144 M 125.1 1584 120.0 1445 104.3 1084 1001 1425 09.4 1681 01.5 1407 70.2 1564 00.7 1300 69.5 1564 72,3 1373 02.0 1504 05.7 1350 52.1 1604 00,0 1330 44.7 1684 40.2 1305 30.1 1504 41,4 1203 TAB Anchor Capacity Table (lbs) Anchor Cop PattonArchon 04088850 2.7k Concsels 3.6k Core 585410/ CLW Feed CMU FTWood Metal 1)1048/10" Eko15tncon 158 Elea UHneon Unnwono 3/10' E4o 110,05 1/4' mc, „RI. 1/4" 1/4" 88 Eke AppeOkter 358ElcoMacon 1/4" 88 EkeAOOmGator HOBleatStrew (0) 812 4 (0germ876) 812 SteelScrew (05) Edge0141098 005 1' 2-1/2' T 2-1/2" 3.1/0' 1' 2.112- 1" 2.52' 2' 3.1/6' 2" 548' 054' 0.524' 511160100 015 14/4" 14/4" 14/4' 14/4" 2' 1.114" 1-1/4' 1-1/4' 1.114" 1.114' 61/4" 2' 1.3/5" 14/8' pee note 4) 2Anchors 0435' 0.C. OM 1ar25 30010 35810. 460 Ws 090161 104430 270 We 280103 364103 74010 480 Lha see On 116251 558160 42013. 650 We 4 Amhara 0 4.0r1001. 0.C. / StandardClip (010 35 7805/ 750 Ws 000 b 1700030 3054Ws 54013. 560 5e 70010. 1400 b 53913. 110410 2304 51 052108 04010. 112010 0 Anobora 01.71' MM, O.C. / 6000 CIM MO. 45 110010 14001es 101051 2680 Ws N/A WA 1140101 WA 1005 We WA WA NIA 1304 5s 1658 Me 2240 50 4M05on0 3" Min. 0.0. / (2) 248AWNcos (FHA 35 758 30 760 30 050 50 1500Ws 1958 50 04010 50010 WA 75010 53050 090500 238410 85210 040 0,. 112010 8 Anchors 0 3" MM. 0.0. / (2) 245 mom Ceps (150 05 1500 51 1550 b 1360 450 312010. 3792 b 10505. 112010 WA 162010 1072 0,0 1700 Ms 4725 We 1304 We 196010 224010 12Anchors01.rN5n.O.C./(2)295MilleClips (Flo. 75 190040 21005. 144010 3780 110 N/A WA 132010 WA 1600108 WA WA NIA 155010 26205. 338010 4 Anchors 01.34' Mln. O.C. / U431p, Into tm" Alum. (Flo. 05 WA WA WA WA WA WA WA WA WA WA N/A ISA WA WA 1432 b 0Anchors 0 0.04' Mtn O.0.! U420 Into 1/6' Num. (N. 95 WA WA WA WA WA 030 WA WA WA WA WA WA WA WA 2664 Ws 2 00608 0 4.08•010 0.0. / F.00p (00.105 39010 3905. 450 Ws 58010 1532 00 27010 203100 364 We 74010 49910 562 Ws 110210 32910 42010 69010 4 Anchors 01.71' MM. O.C. / F.Cep (Flo. 115 50010e 70010 50610 1200105 WA WA 470 b WA 53310 WA WA WA 052 b 54010 1120 5s FIGURE 1: 10 FIGURE 5: 1 FIGURE 2: FIGURE 3: Ell FIGURE 0: FIGURE 4: FIGURE 8: FIGUftE 0: FIGURE 10: FIGURE 11. 10 FIGURE 7: ANGLE CLIP FIGURES MUSTBE useo PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: PAULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPOND/NG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN rr IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 250" TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MILL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TOSCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONSSHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINEWITH AN SG OF0.55. ALUMINUM SHALL BE 606345 AND BE AMINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 6.000' co 0 11. LC co g re PRODUCT REVISED ourplyhe with We Matta Building Code AccroptanecNo Ex • 15051 By Product it TABLE 11A Mallon Capacity Table (lbs/(t2) 1,28' x 2,11" x.,28'AWm TobaMul Opening Width (foroerYcaly47pamllm mullions) or Opening Height (For horl2on(6y6panr4ng mN6ona) 601 6010 70 In 801 OD in 1001 120 in 14001 1601 Rectangular Loading TtapRaang. Loading Rectangular LOYNng Trep(T0Yng. Loading Rectangular Wading Trp/Mang. Loading Rectangular Loading 1lapfrdag. Loading ROc1MO0r loading Trp/Tdang. Loading Reclsngl5r loading T1ap/Meng, Loading 000180gthy lading 1Mp/Tdang. Lading Rectangular Loading i /clang." loading Rectrgl6or Loading T09/T08r . Loading A iiigee inti la 1 laingit13 it iii la g6 9ani la 2' Igo i 9 1 TABLE 12A Mullion Capacity Table (lbs/N7) 326" 30 DEO. AL BAY MULL 50 53 Rectangular Leering Opening Width (for vertically -spanning mullions) orOpening Height (for hari2m9ally-•panting mullions) 0053 7053 6053 901n 1002 1201n 14053 18010 11ePRderO• 1.6.6140 Rectangular LoetltrO TreWTdeeg• Loading Rectangular Lwding T ng. LcaJn0 Rectangular 5o0d00 1202426. Loading Rectangular 500,@0 500,040 RmtengWr Loading Trep/Taarp. L00,9SpLoacang Rectangular 77apam10,0. Loading Rectangular Loading 1 Loading 3Aanp. g Rectangular Iaodin2 Trep/TArp. Loafing h 1 3 a 421n 4953 170.0 170.0 ego 7t• 170.0 435 170.0 524 11 170.0 170.0 1 2 11 1 i 744 170.0 060 170.0 470 584 1700 170.0 888 04.2 173.0 170.0 508 830 50.6261n 170.0 747 1700 689 170.0 096 170.0 031 170.0 1040 170.0 684 170.0 170.0 170.0 o: eat 1133 I1 170.0 170.0 gg S 0.o 5,9 1700 1110 170.0 801 170.0 1276 170.0 A set BTI 11 170.0 170.0 Zz 1240 1417 i 1 1 a 11 11 fi rc 170.0 1700 521 080 170.0 162.2 1480 1622 170.0 170.0 621 860 170.0 1735 170.0 190.6 1522 170.0 521 680 149.1 1740 114.2 1522 34 170.0 170.0 11: 521 680 1195 1790 723 170.0 1346 1700 747 164.2 1443 170.0 758 1390 1443 170.0 756 117.3 1443 1700 768 10.2.8 1443 170.0 768 6481 6051 4344 170.0 170.0 170.0 797 598 930 170.0 170.0 170.0 612 701 745 170.0 170.0 1700 520 1063 1118 170.0 170.0 170.0 691 707 850 170.0 157.0 1592 1116 1218 1150 1790 170.0 180.8 764 878 033 170.0 1401 131.4 1275 1210 1160 170.0 5700 103.0 653 944 014 1004 1353 129.0 1218 116.8 1160 170.0 160.8 141.0 837 536 000 144.3 1353 110.9 1210 1051 1150 1700 1821 134.2 858 924 885 120.3 1353 07.4 1219 07.6 1150 170.0 148.1 120.7 881 913 871 103.1 83.5 741 1353 1219 1160 170.0 148.1 1242 551 913 070 902 73.1 85.7 1353 1700 601 5215 1160 140.1 1202 913 870 8653 721n 70 53 1790 140.0 110.7 974 680 790 170.0 147.9 1241 760 784 600 152.4 117.4 90.0 1010 880 760 185.9 120.0 1044 881 748 678 130.6 100.6 85.5 1048 880 700 148.9 110.8 83.3 884 734 863 114.5 88.0 74.8 1048 600 780 1331 100.0 63.9 850 722 652 101.6 742 66.5 1015 960 700 123.4 82.0 78.0 830 712 643 91.4 70.4 509 1040 560 760 1100 08.2 71.7 630 703 635 70.2 50,7 40.9 1016 680 790 100.4 79.2 85.1 921 003 624 60.3 50.3 429 1048 860 760 108.2 75.5 02.1 515 088 810 67,1 44.0 37.4 1040 880 760 1062 70.4 01.6 610 686 1317 7953 110.0 760 1145 057 02.3 750 08.1 844 70.1 760 00.9 632 69.2 76D 77.1 621 61.6 750 70.8 612 844 760 65.7 605 402 760 604 604 398 760 50.2 689 34.0 760 65.5 688 9053 72.1 663 74.4 500 8D1 665 82,0 401 61.6 689 54.0 443 45.1 509 449 476 40.1 503 44.4 468 341 663 40.9 482 30.0 663 342 452 25.9 663 33.3 446 22.8 563 31.8 442 9811 594 405 61.1 443 448 495 61.5 435 424 405 44.8 427 37.1 495 30.9 421 33.0 495 30.1 410 29.7 495 33.2 409 24.0 495 20.1 400 21.2 405 260 304 10.0 403 240 390 10953 1111n 12010 41.7 304 90.4 391 370 917 42.9 30.2 30.9 353 395 258 34.0 320 25.3 391 370 317 35.9 33.0 20.0 346 330 284 296 27.5 21.7 391 31.1 370 260 317 22.8 342 925 280 28.1 24.0 19.0 391 370 317 27.8 25,3 19.0 337 320 278 23.2 301 21.4 370 169 317 24.9 228 17.0 333 310 273 20.0 301 228 326 17.4 391 10.7 321 14.0 391 17.0 316 10.2 375 20.0 312 18.0 370 181 305 1441. 17.0 220 17.9 203 TABLE12B Anchor Capacity Table (Ms) 6116" Anchor Clip PaI oms Substrate: 2.7kConcrete 3.68 Cone. 1102411211 Filed CMU PTWood Metal Anchor type 3710 Eio l9tret or U4 Elco V&ac6n Elco Ullman 316' Elco Ullman 114' Ela Deem 1/4' 88 Elea AOgreGa531 5/10' Elco 15222 1/4' 58 Elco AggreGa or 610 Meet 8uew (G6) 512 sleet Strew (05) 512 81.21 Screw (05) Edge Mance (.) r 2-1/2' 1' 2.112' 3.1/6' V 2.1/2 1' 2.115 2' 31/5' 2' 0.48' 0.64' 0.324' En•e/ne tOa): 1414' 1.314' 14/4' 1-3/4' 2' 1.114' 1.11- 1.1/4' 1.114' 1.1/4' 14/4' 2'_ 5.318' 1.315' see Dote 4) 2Anchors OW 98n. O.C. / (2) 2x6Angle 4'112 (FIs. 1): 399166 390100 45018! 880156 170512' 270168 200188 33412 740180 48812 720195 1182Ps 32812 42016, 680124Anchors03.6' Min O.C. / (2) 2x5 Angle Cllps (Fp. 2): 78012 780 the 75012 167012 2625993 640 )06 500168 WA 112012 Rib Ib, 69012 2384 Ps 652 02 64012 1120126Anchors0271'342.0.C./(2)235At121e C92(Fig. 3): 112080 11200s 65612 224012 225112 WA 84012 N/A 105612 WA 132012 WA 97812 126012 186012 FIGURE 1: FIGURE FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST 8E USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED N THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FLLED CONCRETE BLOCKUNIT (CMU) SHALL CONFORM TOASTM C-90. WOODSHALL BEPRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BEAMINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: X ( ANCHOR CAP""'''') AP.,,,,,,,,, ` ANCHOR CAP.,,, MULLION CAP.,,,.„/ USE THISFORMULA TOOBTAINTHE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MNRI(UM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 4D S m 1 A k 1 J ca 2 2 3Y O PRODUCT REVISED m 6anp171s8wi hlira FI06)d Build515Oo4o AcaptMKCNO ' " r B tet , Mato SGYs/14, s rE rld0 ..,. 0.T... , 1111111111111,! 1, 00. (1 10ENS@''•.Fp No, 58705 Gtr g, II ' (v: 7IONA1- IE A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 13A Mu0 on Capacity Table 0.661(14) 3,25" 46 DEG.AL BAYMULL OpeningWidth (ForvvrticaAy4por0i/g msBOrm) or Opening Height (6.rhoilmntalyspanning muttons) 5051 801n 7051 8018 9011 1001n 1201n 1401n 1001n ReganlMr Loading Trap/Tdrp. Loa84g Rodrgulr LoedI g T1ep/Mang. Loading Rectangular Loading Trap/Mop. Loading Recta:War Loading TrepTMng. Loading RedrW05 Loading TrepTNng. Loading 010158 0461 L.6edlg Tiaanaang. Loading 660558146/ Duan Tap/Mang Loading Rectangular loading Trap11W14 LOOSng Ractargular Loading Tr367111enp. Loading Il 1 IIl I 11 I Ilili111111!I a 1.3/4' 6 9. h 7 I 111 la 11 a 1!11 1.1/4' a. a I I h 11 11 gh li 11 a ii 11 a li I AI li I a f g e781n Z 4251 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 505 1700 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 1720 1468 170.0 521 170.0 1735 170.0 921 180.3 1971 170.0 621 481n 170.0 708 170.0 624 170.0 860 170.0 584 170.0 992 170.0 63D 1700 1133 170.0 581 170.0 1275 170.0 877 170.0 1417 1720 680 183.7 1837 170.0 800 140.3 1837 170.0 800 122.8 1837 170.0 880 50.8 51 170.0 747 170.0 683 170.0 860 170.0 631 170.0 1048 170.0 064 170.0 1005 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 147.1 1552 170.0 756 126.1 5652 170.0 756 110.4 1592 170.0 756 541n 170.0 707 170.0 012 170.0 958 170.0 801 170.0 1118 170.0 784 170.0 1275 1700 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 881 110.0 1455 170.0 861 97.0 1453 170.0 885 6051 170.0 895 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 670 157.1 1305 170.0 944 139.7 1300 170.0 966 125.7 1300 183.5 904 104.6 1308 157.1 682 09.8 1309 157,1 952 706 1300 157.1 962 8311 170.0 930 170.0 746 170.0 1116 170.0 850 162.9 1247 170.0 940 1425 1247 164.5 083 120.7 1247 152.0 905 114.0 1247 144.3 052 N 05.0 1247 195.2 936 61.4 1247 135.7 938 71.3 1247 135.7 035 861n 170.0 874 170.0 769 170.0 1158 170.0 OW 146.4 1100 183.7 085 129.0 1168 147.0 045 115.4 1190 1308 828 103.9 1190 120.4 914 618 1100 110.5 808 74.2 1190 118.1 003 64.9 1100 119.1 693 7251 181.6 1010 189.9 877 134.7 1010 144,6 859 115.4 1010 127.2 842 101.0 1010 114,7 826 808 1010 105,6 817 80.0 1010 95.9 807 87.5 1010 90.8 793 57.7 1010 87.0 790 50.5 1010 67.7 758 157.4 908 143.8 702 114.8 006 1220 775 69.1 908 107.1 781 851 906 622 749 76.3 688 852 730 65.7 009 829 722 57.3 908 74.7 716 49.1 908 71.2 710 425 806 70.6 708 793n 127.1 881 1528 754 105.9 861 1125 730 908 581 08.9 725 704 581 88.6 713 70.8 951 81.0 703 638 661 764 594 630 881 80.1 881 464 661 04,5 575 39.7 1361 83.7 872 90 51 827 840 83.4 574 809 646 72.1 684 601 648 629 554 61.7 648 681 549 40.0 846 80.9 637 41.4 648 47.0 630 345 840 41.5 510 299. 649 36.2 511 259 846 308 607 6810 68.2 569 70.1 508 60.8 686 58.1 499 417 688 61.4 461 420 665 458 463 37,0 565 41.4 478 34.1 686 321 470 284 509 314 450 24.3 569 68.5 452 21.3 658 28.7 447 10961 47.9 440 46.9 405 39.9 449 41.2 300 34.2 446 35.7 303 29.0 449 31.7 987 256 440 28.0 382 23.9 449 26.1 377 200. 441 227 308 17.1 449 20.4 1381 15.0 449 18.6 955 11181 44.1 423 45,0 395 50.8 425 37.9 970 319. 426 326 973 270 425 28.1 397 24.6 425 68.2 982 221 425 24.0 358 18.4 425 20.7 350 15.8 425 18.8 343 12011 34.9 384 35,5 331 251 394 208 328 241 384 Roe 201 21.8 954 226 317 104 384 20.5 313 17.5 384 18.7 309 14411 202 253 20.4 233 16.9 253 17.1 220 TABLE 13B Anchor Capacity Table (Iba) Anchor Clip Patterns 0159580: 2.75 Concrete 3.6k Conc. HWkrw CMU FeedCMU PT Wood 10840 Type 3118' ElcoUltncon 114' tacotMacon3110' 5178' M0114' Ubacan Eco lfiracoe 1/4' Elm Ullaoon 88 Elco A 6118' Elco gftmcon 151' 6S Elco AppeOalr 010 Meg Screw (05) 612 Steel Screw (05) 812 Steel Screw (135) EdgeDistance (1n T 2-1/2' P 2.117 3.118' 1' 2.5/T 1' 2.112' r 3.135' r 648' 0.84' 0.324' Embedment On) 1.3/4' 1.3(4' 1.314' 1-3/4' 7 1.1/4' 1.114' 1.154' 1.1/4' 1.114' 1.1/4' r 13/8' 1350' gee nolo 4) 2Anchors ea 54 Mln. 0.C.1 W245 Angle MI (Flg.1) 3801133 580 D4 4501be 860150 1700 9* 27661be 20olbe 35415) 740Ibe 46016. 72016. 11021ba 82616. 4205* 580104 4 Anchors 0 3.6"1.161. 0.0. 1(2) 239 Angle Cop 516. 23 780 to 76016. 79054 1670153 2625194 640169 580154 N/A 1120154 938154 58015a 298408 852lbs 840159 1120154 6Ando) 0271.141.0.0. I(2)285 Aple Op 519.3) 112016. 1120158 058 Vas 22455* 225416. WA 040150 WA 1059153 WA 1320159 53/9. 978150 1280169 1600 558 FIGURE 1: FIGURE FIGURE 3: ANGLE CLIP (FIGURES 14) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND1OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T6 AN0 BE AMINIMUM OF .126' THICK. STEEL STUDS TO BE AMINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: 09.)x / ANCHOR CAP.,..,,"",\ =ANCHOR CAP.., MULLION CAP.,,.,.,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN iT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. ITWILLYIELDA MINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 125" 0 2 W c 1 1 Q Z 1 3O O PRODUCT RIOVISBD as complying with the Florida DulldrogCodeAcccploeeeNo Ex lionQate 1 1.000' t-- i ii .126' 2.000" 126" 1"X2"X.125'"MULLION 6063-T13ALUM. XSECTION 375" MIN. 2.000' I ii % 125" ifJ X2 X.376"MULUON 8063.78 ALUM. SECTION STANDARD CLIP 8083-18 ALUM. X -SECTION 6.600' CUTHERE TO 37 rMl t 3.125" y CREATE F.CLIP, SEE DETAIL F. SHEET 4 0 //DM24.4) O.C..C. i I4 L_ STANDARD C IP 8083-78 ALUM. TOPVIEW 0.312` 125' 5' 5.500" 375` 975"J (- MIN. MIN. 1 1.000' I-- 2.750 975' 1' X 2.76" X .376' MULLION 6083-T8 ALUM. X -SECTION 2.125' 740' OFFSET CLIP •125" 801ALUM. TTOPVIEW 740, U•CUP 898348 ALUM. XSECTION 338" MIN. I 1.000" I-- 2.750" 1'X 2.76' X .650" MULLION 608348 ALUM. XSECTION U -CLP 6063.76 ALUM. USED FOR ALL 1" X 2" AND 1' X 2.76" MULLIONS, SHEETS 6-8 0.226' TYP. TOPVIEW I .338" MIN. U -CLIP 6083.76ALUM. 1' X 3.126" X.600" A 114 MULL ONLY, SHEET 9 TOPVIEW TABLE B 3.125" 1-1,000"-I 126" 1' X 3.125" X .5' MULLION 6083-T0ALUM. XSECTION 2X6ANGLE CUP 608376ALUM. X•SECTION 0.312', 5.000" 375" MIN. -- 9.000" MIN. 2X6 ANGLE CLIP 6063-TSALUM. TOPVIEW 3.188' h -1.250"--i 265' 1.25 X 3.188" X .265' MULLION 6083-T8 ALUM. X•SECTION Mull Dimension (shoat S) PGT Part M Mullion Std. Clip Offset Clip U.Clip Angle Clip 1" X2' X.125" (6) 66505 666113M 6881118M 666243M 686511M 1" X2" X.375" (6) 666006 666114M 6681119M 666244M 666512M 1" X275" X .375' (7) 66807 666115M 6881120M 666245M 686513M 1" X 2.75" X.650" (8) 68808 688116M 8861121M 666248M 668514M 1 • X3.125" X .500' (9) 66637M 6681116M 6861114M 666242M 686515)4 1.26" X3.188" X.285"(12) 66641M 6881117M 6681113)4 688241M 686518M 1.26' X2.11" X .125" (16) 69370 N/A N/A N/A 686517M 11 MIN. U•CUP 6083-T8 ALUM. A 126" X s.18" X .285' MULL ONLY, SHEET 12 TOPVIEWlito. 3343" NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLESMAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVENON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A I--1.285"-1 1.28" X 2.11" X .125" MULLION 8063-T8 ALUM. X -SECTION Dimension Value (In) For Mullion: A 1.625 B 2.654 1"X2"X.125" C 0.896 Aluminum D 0.740 Tube Mullion E 450 Min. A 1.125 B 2.404 1" X2" X .375" C 0.636 Aluminum D 0,490 Tubo Mullion E 0,450 A 1.876 B 3.000 1" X2.75" X C 0.757 375 Aluminum D 1.118 Tube Mullion E 450 Min. A 1.312 0 3.000 1" X 2.76" X C 0.478 650" Alumkwm D 0.838 TUbe Mullion E 450 Mln. A 2.000 B 2.637 1'X3.126"X C 0.883 600" Alum D 1.137 Tube Mull E 450 Min, A 2.625 B 3.282 1.25" X3.188" C 0.862 X.285' Alum D 1.762 Tube Mull E 450 Min. 1.26" X2.11" X A 1.813 121" Alum Tube Mull Nz O In W a U 0 6 3 2 r to 1 z yy 1 z co PRODUCT REVISED as camplybrgwith the Florida Building Code AaaptancoNo •t7 2.0 tationitato AVI/!.7P • 4.000' 1.000" 1 X4'X.125" MULLION 60633-T8ALUM. X -SECTION 125 125" 125' 1 1.000" {- 4.000" 375' 1"X4"X.375" MULLION 6083-T8 ALUM. X -SECTION 30" BAY MULLION 6063-T8ALUM. SECTION 125" 45' BAY MULLION 8083.76 ALUM. X -SECTION NOTES: STANDARD CLIP 8063-T6 ALUM. X -SECTION 5.500' -- 3.125' -- CUT HERE TO .375" 375" CREATE F -CLIP, SEE MIN.'_ ) DETAIL F. SHEET 4 2.15" MIN. Y O.C./ 2.875' F O 0. 0.312" O O J CFJ STANDARD CLIP 6083-T6 ALUM. TOPVIEW 5.500" 376 MRN. 375" 2.250" L0 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.15" MIN. O.c. 0. 0.30 O 125"- ..L OFFSET CLIP 6083.76 ALUM. TOPVIEW 3.000" 125" 740" 125' 2.125' U -CL P 6083-78 ALUM. X -SECTION U -CLIP 6063.76 ALUM. USED FOR ALL 1" X 4' MULLIONS, SHEETS 10 d 11 TOPVIEW TABLE D TABLE C 125" 2X5 ANGLE CLIP 6083-76 ALUM. X -SECTION 5.000" I- .375" MIN. 0 0.312"-1 O -- - p _ - a_ O o- 0 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Dimension Value (In) For Mullion: F 3.687 1"X4"X.126" G 1.000 Aluminum H 2.680 Tube Mullion F 3.187 1"X4"X.375" G 0.757 Aluminum H 2.430 Tube Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull Mull Dimension sheet #) POT Part* Mullion Std. Clip Offset Clip U-CHp Angle CHp 1" X4" X.125" (10) 89364 666111M 6861122M 666241M 666518M 1" X 4" X.375" (11) 86810 666112M 865112314 66824214 666519M 30 Degree (18) 66849 N/A N/A N/A 8665110M 45 Degree (17) 88650 N/A N/A N/A 6685111M 375" MRN. f 2.71" MIN. O.0 BAY MULLS) 3.00" MIN. O.C. 1' X 4" MULL 0 hW0_' 04 to 1 0i 1 1 0 J i 1 1'RoDucr REVISED n, complying with the Florida Building Code Acceptance No Ex . kation Bate TABLE E Mull Dimension sheet #) PGT Part # Mullion Std. Clip U -Clip Angle Clip 2" X4" X.25' (13) 66602 866261M 868271M 6666112M 2" X 8' X .26" (14) 66804 666262M 686272M 666.5113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOW69G DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 250" 260' 4.000' 2 X4•X.25' MULLION 6063 -TB ALUM. SECTION 6.000' 2'X6'X.25' MULLION 6083-16ALUM. XSECTION 37,6' MIN. 375• MIN. 2.000' STANDARD CLIP 8063.76ALUM. SECTION 125' 1.490' 5.500' cur HERE TO 376' rt MIN 3.500' CREATE F -CLIP. SEE DETAILF. r- SHEET MIN. 1.716• O.C. 4--- O 38' I 1 I i O k. 0.312' 1 2.688' 3.43 2:620" STANDARD CUP 606346 ALUM. TOPVIEW 5.500" 3.500" CUT HERETO 1 CREATE F -CUP, SEE DETALL F. r- SHEET 2.125` 11--.125• U -CUP 608346 ALUM. XSECTDON U -CLF 8083-16 ALUM. USED FOR 2• X4' MULLION. SHEET13 TOPVEW 376' MIN. 0.225" 5.438` 2.620' STANDARD CLIP 6063.76ALUM. TOP VIEW U -CLIP 8083-T8ALUM. USED FOR 2' X5' MULLION, SHEET 14 TOPVIEW 2X6 ANGLE CLP 6063-T6 ALUM. X -SECTION 5.000" 3.000' MIN. O.C. .- L.375• MIN. 3.438' 5. 0.312" O Q' 0 2X5 ANGLE CLIP 8083-T6 ALUM. TOPVIEW 5.000" 3.000' 2X6 ANGLE CLP 6083-18 ALUM. TOPVIEW 376' rMIN. 376' MIN. 1.500• MIN. 376• MIN. 0N U Nz 0 Nz a 0. U z 0 1 1 1 1 OI a z 1.0 PRODUCT REVISED as complying with 16o Florida Building Code Acceptance x E By 41 .. i . Miami . • , Produc ' ^ y1' 011111 aa'// oal LYNN 4fj(('/,, 10ENS@ '...'4, iii No. 58705 ' a STA E OFii I • : CT'••. FLOR OP•.„\. & ri,,`.0NA " A. LYNN UI1 ER, P.E. FL P.E.# 68705 0.312'' rr- o- 0___ 38' 0 0 - 2X6 ANGLE CLP 6083-18 ALUM. TOPVIEW 376' rMIN. 376' MIN. 1.500• MIN. 376• MIN. 0N U Nz 0 Nz a 0. U z 0 1 1 1 1 OI a z 1.0 PRODUCT REVISED as complying with 16o Florida Building Code Acceptance x E By 41 .. i . Miami . • , Produc ' ^ y1' 011111 aa'// oal LYNN 4fj(('/,, 10ENS@ '...'4, iii No. 58705 ' a STA E OFii I • : CT'••. FLOR OP•.„\. & ri,,`.0NA " A. LYNN UI1 ER, P.E. FL P.E.# 68705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE 15 KNOWNTO BEWOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTHIS2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF 030.0/-60.0 PSF. NOANCHORS N HEAD 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH 1S 72" AND THE OPENING WIDTH I8 32'+32+1" •85". REFERENCING SHEET 22, THE COLUMN USING pE1l11RECTANGULARLOADINGMUSTBEUSED. SCAN THE MULLIONTABLES FOR A MULUON THAT ISATLEASTTHEWINDOWFRAMEDEPTH OF2-1/4" MD WILL MEETOREXCEEDTHE REQUIRED 13 Ti L FE-SEE DESIGN PRESSURE OF+60.0/.60.0PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. G' + TION PRODUCTSAPPROVAL SEEDETAILS, SHEETS 24 FROM TABLE 3A, SHEET 7,114E1' X 2.76' X .376" MULLION (LENGTH • 72', OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROMTABLE4A, SHEET 8, THE 1"X2.76' X MULLION • 72°, OPENING WIDTH A DESIGN PRESSURE PSF WHICH REQUIREMENTS L a g.Y iii N d 72' 860" (LENGTH • 70') HAS OF +/-72,7 EXCEEDSTHE FOR THE OPENING AND MAY BEUSED INTHIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. l( MULLION MULLIONS cv LENGTH— 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 812 ANCHORS AND THE 2X5 ti04ANGLECLIPSWITH (4) 812 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. AN I BEE DETAILS, SHEETS 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED INACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, L NO ANCHORS INWNOOW SILL THE DESIGNPRESSURE REQUIRED WAS +/-80.0 PSF. THE OVERALLMULLIONSYSTEMWASDETERMINED TO BE 72.7 PSF WITH ANANCHORCAPACITY OF838 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60PSF:j T - RESISTANTALUMINUMTUBE AMPLES 3r IN 32IDm LES 1 624.9 LBS BE USED TO QUALIFY 810 STEEL SCREWS FROM TABLE60PSF) X 1637 co WIDTH MAY 48) PSF) = THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 23/8'. THE OPENING REQUIRES A DESIGNPRESSURE OF +50.0/-65.0PSF. 66 FOR THE VERTICAL MULLION: EXAMPLE 2: MULTIPLE MULLIONS 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH I8 32"+72"+1'=105' AND THE OPENING WIDTH IS 36"+36'+1' •73'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/65.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZEAVAILABLE. QZ MULLWIDTH FROMTABLE 3A, SHEET 7, THE? X2.76' X .376" MULLION (LENGTH • 108", OPENING WIDTH • 80°) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGNPRESSUREIS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. R 3 FENEOTMTION FROM TABLE 9A, SHEET 13, THE 2" X 4" X .260" MULLION (LENGTH • 108", OPENING WIDTH • 80'7 HAS A DESIGN PRESSURE OF +/-04,7PSF WHICH EXCEEDS THEREQUIREMENTS O E FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF971 LBS. SHEETS BECAUSE IT I3 NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38'+35'+2'•74°, NOT 73' AS PREVIOUSLY U Z Q Z ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION (35.1/2'+35.1/2'+2'•73'. 2) USE TABLE 9B TOFIM) THE ANCHOR TYPE, ANCHOR QUANTITYAND CLIP TYPE REQUIRED FORTHE CONCRETESUBSTRATE. IN THIS EXAMPLE, ASSUME THEPOURED VERTICAL MULUONLENGTH OPENING814087024 I 6 j _ 040EOfifMLB BEE - O TA2.E, SHEETS I CONCRETE HEADER AND SILL ARE 8' WIDE, IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE STANDARD CLIP WITH (6) 3/18" ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2' GIVES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971188. FOR THE HORIZONTAL MULLIONS: HEIGHTFOR BECAUSE THE VERTICAL MULL WILL BEA 2" X 4' X MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY, ANOTHER MULLIONTr 260' MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32•+72•+2' =108'. REFERENCING SHEET 22, THECOLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2' X 4' X .260' MULLION ((laLENGTH • 42', OPENING HEIGHT • 1201 HASA DESIGNPRESSUREOF4/•170.0PSF WHICH EXCEEDSTHE RODUCT REVISED t° comply od with Rho Florida Buildingdie8 Code EitAcuPteun BEEnLTaea• 6H6 S i REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE, IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 6' WIDE. IF THE MULUON CLIP WERE TO BE CENTERED WITHIN THE 6', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2)(6ANGLE CLIPS WITH 4)3/18' AN8' ULTRACON ANCHORS AT EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FORTHE REQUIRED cationWale !h v/,W.+- - 414/%6 Dy / A ! 41.r , Ntam1 ' • P • °. 37 ODI, I\\ 1111111 1 i ANCHOR CAPACITY OF 621 LBS, LYNN M/4./,' HORIZ. GULL LENGTH OPENING WIDTH POR MULL VERTICAL MULL 4) FOR THE U -CLIP INTHE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 98 FOR THE U -CUP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FORTHE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE ISA #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: 64,7 PSF FROM THE VERTICAL MULLION; 170.0PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TOCMU; 1.170.0PSF FROM THE38' HORIZONTAL MULLIONATTACHINGTO THE VERTICALMULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF 7145 FENESTRATION PRODUCTS USED WITH TMULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATIONS PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0.( CEHSF ' ••, '•, 3'C 10, 56705 _ a, _ o n z• STA{E F •••_ FLOR\OT:•'••C ' ONA 0V.0SHIS A. LYNN11G1)I LEIR, P.E. FL P.E.# 68705 EXAMPLES OF RECTANGULAR LOADING: SH/DH / SHIDH it . SH/DH 7 lila Qu LOADING OF VERTICAL MULLION SILL OFWINDOWS NOT ANCHORED PW v - . rie, SHIDH it . W41dM LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED HINGED DOOR 0 O SH/DH 4 SH/DH 4 LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OFHORIZONTAL MULUON WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULUON LOADING OF VERTICAL MULUON PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: LOADING OF HORIZONTAL MULLION PW O O HINGED DOOR LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULUON LOADING OF (2) HORIZONTAL MULLIONS rw Ij/i___ 11SGD LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION rr LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. 8 f 1 1 1 1 O VNN 1:11Y6i)////, i No 5SjOS a= p . 51 oP,; (9: FSSIONP;` . A.LYNUmug, P.E. FL P.E.# 68705 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION rr LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. 8 f 1 1 1 1 O VNN 1:11Y6i)////, i No 5SjOS a= p . 51 oP,; (9: FSSIONP;` . A.LYNUmug, P.E. FL P.E.# 68705 Toll Brothers Lot # 30 D PGCC Opening: 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board ofRules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA. shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloci Hurricane Zone. DESCRIPTION: Series"SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002, titled "Series 770 Alum SGD-LMF', sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice ofAcceptance number and approval date by the Miami -Dade County Product Control Division. MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 www.buildingcodeonline.com MISSILE IMPACT RATING: Large Missile Impact Limitation: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse ofthis NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA consists ofthis page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMI-DADE COUNTY APPROVED NOA No. 09-0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0002, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, F.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL- 6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. 2. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours, for DuPont Butacite ® PVB", expiring on 12/11/2010 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08-19-09, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. E-1 is ke1. L 4K Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 09-0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. G3A - 9/16" LAMINATED' (211 ITES OF 1/4" HS GLASS WITH AN 090 DRP)al INTFRI AYFR G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. 25 - 1 LAMINATED I.G. 3/16" T EXT. CAM/8" AIR SPACE + 7/16" LINA QED: (2)LITES 1F 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6 - 1" LAMINATED I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. GSA - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. G6A - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-5980, FTL-5993, FTL-6001, FTL-6014. FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6021, FTL-6025, FTL-6028, FTL-6031, FTL-6033 AND FTL-6036, DATED 8/7/09. ELCO TEXTRON NOA: 07-0425.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4) A. D.L.O. WIDTH= PANEL WIDTH - 7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-jL DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5-6 ANCHORAGE 7-15 DESIGN PRESSURES 7-9 ELEVATIONS 15-16 CONFIGURATIONS 17 VERT SECTIONS 18 HORIZ. SECTIONS 19-20 PARTS LIST 21 EXTRUSIONS 22-23 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. FORWOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNrI IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND r; MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROIJT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Minimum Edge Distance Requirements Concrete Strength Requirements Type Eco Unracon L Dia. fc' 1/4" 2700 psi 8114' 3500 psi Elco Crete -Flex 584 1/4" 3350 psi 41042005/ Head and 5111 Jambe Concrete Un.Grouted CMU Grouted CMU TypeDa. Type Min. Emb. Min. Ed Min. Emb. Mln. Ed Min. Emb. Min. Ed Elco Ultrecon 114" 1 3/8 2 V2 1 1.4 2 1R 1 3/4 2 1/2 5115" 1 3/4 1 1/4 1 119 1 8116 1 3/4 2 1,2 Elco Crete -Flex SSA 114" 1 3/9 2 1/2 1 1/4 2 1/2 Not Recommended Concrete Strength Requirements Type Eco Unracon L Dia. fc' 1/4" 2700 psi 8114' 3500 psi Elco Crete -Flex 584 1/4" 3350 psi 41042005/ P -Hook (Anchor Tension) P+look Mounting Adapter (Anchor Shear) Concrete Grouted CMU Concrete Grouted CMU Type Dia. Min. Emb. Min. EA Mln. Emb. Mtn. Ed Min. Emb. Min. Ed Min. Emb. Min. Ed Elco Ulbacon 1/4" 1 3/4 2 1,2 1 3/4 2 1/2 1 3/4 2 1/2 1 3/4 1 1/4 Elco Crete-Fles 554 1/4" 1 3;4 2 1/2 Not Recommended 1 3/4 2 1/2 Not Recommended Concrete Strength Requirements Type Eco Unracon L Dia. fc' 1/4" 2700 psi 8114' 3500 psi Elco Crete -Flex 584 1/4" 3350 psi 41042005/ Emb = Embedment Ed :' Edge Distance Mr1. = Minimum CONC17ETE SCREWS STRENGTHS: Fy MIN. = 135 KSI Fu MIN. = 177KSI Masonry 5tr nth Requirements Ungrounted CMU ASTM C 9f1 Grouted CMU ASTM C 90 wnn grout conlnrmmg to Sechons 2105 2 2 1 7 4,2 Re09 of the FBC. Wood Screws (Head, 931 5 Jambs) In. Type Min. Emb. Min. Ed 12 Wood Screw 1 3/8' 1" Eco Crete -Flex SS4 1 3/8" 1' UNLESS OTHERWISE NOTED Pim IEly: twir: Rrtl by SMC Om' 01/05/10 Rrrpa: PER MIAMI DADE COMMENTS RnadeySMC Dab: 11/16109 A PER MIAMI DADE COMMENTS 0540 BySMC dar: 08/05/07 Checked Ely nrr: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 GENERAL NOTES AND MAP raw SERIES 770 ALUMINUM SGD - LMI e.rar4e mr: SD0770NTS PREPARED BY TC Li C 1 d 23 5154 COGSWEL Q4+4ee. R.r PGT0002 B Robert J AmoruSo. P E. Apps..( ," 1/s.L:q 10411 r`e FW:1:: n DetnQ(Li 004 JT W NOMI M•8 O _ mol Dade rrodoj Cbelrul Mt.jw-- PE #49752 ST STE 025 ROCKLED E FL 32955 PH- 321-6910-1785 FAX 321-690-1789 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SHTS. 7-9 1 SHTS. 7-9 SEE DP TABLE ,Q[.' SHTS. 7-9 NET 1 y Xp SEE u DP dtakNry TABLE va; SHTS. 5, 7-9 'rIL1;-, i NIT XO, OX, XX, SEE D.P. TABLE, XXP SHTS. 7-9 SEE D.P. TABLE, SHTS. 7-9 SEE DP TABLE SHTS. 7-9 OXO, OXX, XXO, XXX OXXp, XXXp SEE DP TABLE SHTS. 7-9 1 4111NEWClna CPIN OWM& O& Q+a. NET OXXO, XXXO, OXXX, )(XXX, POCKET DOOR : ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pX)0XXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. CORNER, TYP. POCKET, TYP. Raulfly; SMC Omc 01/05/10 Awaiesc PER MIAMI DADE COMMENTS SMC 11/16/09 301400 A PER MIAMI 0.4135 COMMENTS Ons.. SMC 006ro5/09 1070 TECHNOLOGY OR IVB NOKOAHS FL34273 P.O. BOX 1329 NOKOWS, FL 34274 QUALIFIED CONFIGURATIONS 1r SERIES 770 ALUM. SGD — LMI 800770 NTS 2 X23 o.+vAla PG70002 Rsc Aprored tx thctttlriro "ph tut ha^' i Ce':r,1Cck DetcYRR / 70 NOM, $-0 40 MisalDude FYnti;rotComm! CG°k4 1.Lk rts. JAMES ,14 44 , . CEVSF•.9 PRFPAPFO PY. FTR LLC 515 H COGSWFI I ST RTSRf CKI F71AF Ft' PH. 321-64475B FAX 321.490.1704 SEE D.P. TABLE, SHTS. 7-9 SEE DP TABLE SHTS 7-9 4'u I`l NW! kleifa cern o NEW IMMTh TV WV 0)00(0, XXXXO, OXXXX, XX)0(X, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7-9 SEE DP TABLE SHTS. 7-9 OXXXXO, XXXXXO, OXXXXX, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS swab: nw SMC Os* a. 01/05/10 Aertlaw PERMIAMI DADE COMMENTS Arm1SySMC Dizro SMC 11/1009 08/05/09 Anlantr A PER MIAMI DADECOMMENTS er neon 1070 TECHNOLOGY DRIVE NaC0593. R. 34275 P.O. BO% 1529 NOKOMB. F7.34274 QUALIFIED CONFIGURATIONS n SERIES 770 ALUM. SGD - LMI sewuuor BOD770 PRFPARFI1 SY. F NTS Tr AC' 3 M 23 575N COC'SWFI Delft Ms FIBK PGT0002 0 Approval ascostptizswf; cCa Fbrtd D:3dU3 Cala DaCn 4•COAVRMI 77 2010NORM09- era 4.10 Mfvumlll MAIDodo Posdeet Casdol gy Da4AI I • o4 ^"0- jAl/ESg1j% 497- :O cr*) STATEIOFD l P'p? Robert J. Amoroso, P.E. PE 549752 ST. 97F C75 RCN:KIFf1RF FI 371154 PH. 371.454-1752 FAX371-69F17a4 APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7-9 AZIk NiEWLY NEWT LW! NEIVi7 SEE D.P. TABLE, SHTS. 7-8 OX/ V \XXO, XXXXXXO, OX/ V \X/ V , XXX/XXX, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7-9 SEE DP TABLE SHTS. 7-9 CULT AWN 1 NV NV Qm 4 41k tiff -GA NEI WO OXXXXXXO, XXXXXXXO, OXXXXXXX, XXXXXXXX, XXXXXXXXp Arproscd mearaLfui:3with1:0 Flor7" Cold:skiCurieDauK01•711.1 17 20/4 NCA" oj-o s24.10WaalaukpsodatlGlmaal I`l,w71. Lkh.4.La ArmBr Das ArAskra Anal*: s51c aw01/0570 R,.e rar PERM AKDADECOMMENTS RavalllsShIC 111599 AmmarA PER MAN) 050ECOMMENTTS DamnBYSMC Dor08/015/09 andsIDr 1070 TECHNOLOGY !OWE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMS FL 94274 QUALIFIED CONFIGURATIONS 1m[ SERIES 770ALUM. SGD — LMI 500770 mak NTS mule 4 or 23 DaaloW PGT0002 TF 25 ROCKI EOOF Fl :19955 PH• 921 H90.1788 FAX 121-0 EXTERIOR 3/16" HS GLASS —y 090 DBPVB 3/16" HS GLASS --.— 7/16" NOM. 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS TYPES G3 EXTERIOR 1/4" HS GLASS — f 090 DBPVB 1/4" HS GLASS 9/16" NOM. r 3/4" NOM. GLASS BITE 1 9/16" LAMINATED GLASS TYPES G3A 5- 11/1&69 A PER MIAMI DADE COMMENTS 08175479 Medial By EXTERIOR 3/16" HS GLASS 090 SGP 3/16" HS GLASS 7116" NOM. 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS TYPES G4 EXTERIOR CD 1/4" HS GLASS —.- 090090 SGP - 1/4" HS GLASS 9/16" NOM i 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34775 P.O. BOX 1529 NOKOMIS. FL 34274 GLAZING DETAILS SERIES 770 ALUMINUM SGD — LMI Appr,:,i as complying Rite the Flaria Huhiti3 Cwt." Da1r%'64/9101r e77 2010 NOAll 0y-014 4 0 Miami Dade ?meal Carpel By (4.1 . L11.4 a.i.eeae: S00770 NTS t3H% PTC LLC v."r o.wAw, 5 r 23 PGT0002 535N COGSWEL Robert J. Amoruso, P.E. A PE #49752 ST STE C25. ROM FDGE FL 32955 P5 371-690-7788 FAX 321.69 Menet: teen EXTERIOR 3/16" HS GLASS 090 DBPVB 3/16" HS GLASS 3/8" AIR SPACE 3/16° T GLASS 1"NOM. I 3/4" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 EXTERIOR 3/16" HS GLASS 090 DBPVB 3/16" HS GLASS 5/18" AIR SPACE 1/4" T GLASS I1" NOM. 3/4" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A c`r EXTERIOR 3/16" HS GLASS 090 SGP 3/16" HS GLASS 3/8' AIR SPACE 3/16" T GLASS 1" NOM. 3/4° NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 EXTERIOR 3/16" HS GLASS 090 SGP 3/16" HS GLASS —.- 5/16° AIR SPACE 1/4" T GLASS I1' NOM. 3/4" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6A Die RwderSMC Cr+n7• SMC m 11/1609 ofl/6; v9 liars PER MIAMIDADECOMMENTS GNat. RJ4 1070 TECMVOLOGYDRIVE NOICVMIS, FL 34270 P.O. BOX1529 NOKOMIS, FL 34274 GLAZING DETAILS Taw SERIES 770 ALUMINUM SGD - LMI e•Y.ebbt Isar 300770 NTS PRFPARFS FV• PTr: A Q' true 6 a 23 535 N cnnswo emtcrb PGT0002 A ST STF C775 RO(KI FI%;F Fl Applord sr' e mptyt nL'a d0 D tc &5Rfflu'yf 7 2040 NOM p9.06Si•ro 11112/11 Dago Product 17070 8yttLyn1 •r_N-vt4. EO pMa qM'1iQ\GENS0 4s •• o$ TE OF .•14l: 0:191.47i! t; ef, Robert J. Amoroso, P.E. PE 049752 39455 PM 321-541-1755 FAX 321490.1759 DESIGN PRESSURE AND ANCHORAGE -UN -REINFORCED -STANDARD STILE - STANDARD ASTRAGAL TABLET. H & S, TAPCON SHEET 1. HEAD & SILL (H&S) INTERLOCK, JAMB ANCHOR QTY. >P -HOOK G3-7/16"LAMINATED GLASS- G3A - 9/16" LAMINATED GLASS G5-7/16"LAMNAT®LGU- (3/16"T G5A - 7/16" LAMINATED I.G.U.- (114" STRAIGHT & CORPERASTRAGAL CLUSTER PLUS INTERMEDIATEANCNOR QTY. PER PANE- ANCHOR QTY. Anchor Types: 3/16" }4S./PVB/3/16"HS.) 1)1/4"ELCOU-TRACON(FORMERLY 114" HS. / PUB / 1/4" HS.) 2) "1/4" SS4 CRElbFLEK AIR/3116" ELS. IPVB/3/16'HS.) 3) '5/16"U.TRACON TEMP. /AIR / 3/16" l- S. I P/B13116" HS.) 4) W12 STS SCRIM (G5) SEE ANCHORAGE NOTES 1 & 2 ON UNIT HEIGHT 80 84 90 1 96 1 NOM PANEL WIDTH FRAME SIDE N V ce V N 8 N 3- CONC Qg SSS er N 1, 2- CONC 6 U el 555 7 N 01 0 0 co pq S1 4 N GLASS TYPE -3, 3A 5, 5A 60 -60.0 60 -60.0 60 -60.0 60 -60.0 24 2 1 a H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5, 5A 60 -60.0 60 -60.0 60 -60.0 60 -60.0 30 a a H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A 5, 5A 60 -60.0 60 -60.0 60 -60.0 60 -60,0 36 JAMB H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 04+1 C4+2 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 6 GLASS TYPE - 3, 3A 5, 5A 60 -60.0 60 -60.0 60 -60.0 60 -60.0 42 3 DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED - HEAVYDUTY STILE -STANDARD ASTRAGAL HI S, Anchor 1) "114" 2) '1M 3) 5/18• 4) 1112 SEE ANCHORAGE IA,Bra Type: BO 1L1PACON(FCFd+BSY TAPCW S64CRE-16FLE( LL1RACON STEEL SCf93N(G5)i NOTES 18 2 ON SFE ET 1. WAAD& 64J. a JAM3A AMOR G4.2118" LAM GDA -9118" LAMNPTEDGLASS 66-7116-LAlT1A1IDLG.U•(3/1W GM -7118' LAMFATED HESS) NEER.00M QTY. >NOOKAN>CR T14TEDGLASS MU - (1/41B+P./AR/3/18• 8 S1RALGH(8 COFPE2ASTRIOAL 0.L6TERFLIS ME 811391 EAFC CROTY. PAN3 DIY. 3/16"HS./SGP/ 3118' RS.) 1/4" H.S. / MP/ 1(4 HS.) TEM../AR/ 3118" HS. / SGP/ 3116" HS.) HS./SGP/3116.148.) UNIT HEIGHT LOW -2-12" 80 84 80 96 102 SEEN01ES 1-3 108 114 120 NOM PANEL WIDTH FRAME SIDE ON N AON 0 N A OrV N gg AO 1 P! g N A fN 0 gg N A OPI N g gg ON N gg A ON GLASS TYPE 4,4A,6,6A 80.0 4605 80.0 -80.0 60.0 -60.0 600 80.0 60.0 •800 60.0 60.0 60.0 -60.0 60.0 80.0 24 gE HIS C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 04+1 C6+2 C4+1 C4+1 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 6 6 8 6 8 8 6 6 6 6 8 6 GLASS TYPE 4, 4A, 6,13A 600 -60.0 60.0 -60.0 600 -600 80.0 -60.0 600 80.0 60.0 60.0 60.0 -60.0 60.0 80.0 30 pP B H8S C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 Ca+1 C4+1 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-H00l( 5 5 5 5 5 5 5 5 5 5 5 5 13 6 6 6 6 8 8 6 8 6 8 8 GLASSTYPE 4,4A, 6, 6A 60.0 -60.0 60.0 -80.0 600 -80.0 60.0 80.0 600 -60.0 600 60.0 60.0 80.0 600 -80.0 38 H88 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 7 7 7 7 7 7 GLASS TYPE 4, A, 8,13A 80.0 -60.0 80.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 80.0 60.0 80.0 60.0 -80,0 80.0 -60.0 42 NE Z H8S C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 8 6 6 6 8 8 6 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE 4, 4A 6,84 60.0 -60.0 60.0 -80.0 60.0 -60.0 60.0 80.0 60,0 -60.0 60.0 60.0 600 -60.0 800 -60.0 48 5 H8S C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C8+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 6 6 6 6 66 7 7 7 7 7 7 8 8 6 8 8 8 9 9 9 GLASS TYPE 4,4A,6,6A 80.0 80.0 60.0 -60.0 60.0 -60.0 60.0 -80.0 PANELS OVER NOT AVAILABLE 48" WIDE OVER 96" HIGH 54 H8S C4+2 C4+2 C5+2 C4+2 C4+2 C5+2 C4+2 C4+2 C5+2 C4+2 C4+2 C5+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 6 8 6 6 6 6 7 7 7 7 GLASS TYPE 4, A,6,6A 60.0 -80.0 60.0 -60,0 60.0 -60.0 60.1; -fio.o 60110 E NM C4+2 C4+2 C5+2 C4+2 04+2 C5+2 C4+2 C4+2 C5+ C4+2 C4+2 C5+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 6 6 6 6 6 7 7 7 7 7 8 POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OFTHE 31 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3. 2 1/2", 3 1/4" AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O= EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SLL RISE DESIGN HEIGHT LOAD FLUSH - 1-12" N/A LOW -2-12" 46.67PSF Iv -3-1/4" 60.0PSF HIGH -4" 60.0PSF SEEN01ES 1-3 OH HEIGHT L SEE NOTE 3 STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90° INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' OH LENGTH OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER OWN Robb= An.eB1 69c Paw 0106/10 AsYbrc PERM8405040E 6048/EMs Pawl49040 pee11/1809AAMOsec PFRMIAMI DADECOMMENTS 8416 O&V&68 Gaoad6j: 1070 *TECHNOLOGY DRIVE NOKO IS, PL 34275 P.O. BOX 1529 NOKOMIS, FL34274 DPAND ANCHORAGE Thr SERIES 770 ALUMINUM SGD - LMI Sarsxab 860770 Sas: NTS PRFPARFD BY. F TCI LC ans. 8 •/ 23 a../o/N PGT0002 ae 8 Approved N camp13181 /14`.10! P1/914,1 Bean Bale HAIII/2. ToroMAN0192-8•!o 8118881-D164 Eho5tel 12884181 117 LCiL1..yfD / h. Rohan .1. Amoroso, P.E. PE 649762 53514 CO6RWFI LST. STF 025 ROCKI FMiP Ft ;12055 P1V773-6,45.471114 FAX721.600.1789 DESIGN PRESSURE AND ANCHORAGE -UN-R EN FORCED - HEAVY DUTY STILE - HEAVY DUTY ASTRAGAL H & TABLE 3. I-EAD & SILL (H&S) NTERLOCK, STRAIGHT & CORNZR A SIPAGAL JA MB ANCHOR OTY. >P -HOOK ANCHORQTY. G4.7/16' LAMN4TH) GLASS- (3/16' RS./SGP/ 3/16' RS.) CLUSTER PLUS IM6dM H.S.) ECIA TE ANOHOR QTY. FER PANEL Anchor Typos: S. I1) 1/4" ELCO ULTRA03N (FORMERLY TAPCON I194A-9/16' LAMINA TED GLASS -(1/4' H.S. / SGP /1/4" RS.) I Z '1/4' SS4 L.1e=1f=FLEX 3) 1/16' LLTRACON 4) '1872STEEL SCREW (G51 SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. G6-7/16" LAMNA TED I.G.U.- (3/16' GM-7/16'LAMNATEDI.G.U.-(1/4" 1E T./AIR/3/16' HS./SGP/3/16' IMP. /AR/3/16' H.S./SGP /3/16'HS.) UNIT HEIGHT 80 84 90 98 PAN ELNOUMNDTH FRAME ZZO N 3- CONC 2, 4 - WOOD 1, 2- CONC OU tf V r,j o e UO N ZZO NIa v- 3 - CONC I 5 N GLASS TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 24 8 H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C8+2 C6+2 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 6P•HOOK 5 5 5 5 5 5 5 5 6 8 6 GLASS TYPE - 4, 4A 8, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 30 b dZ H&S C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 10JAMB1010101010101010101010 P -HOOK 8 6 6 6 6 6 6 8 7 7 7 7 GLASS TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90 0 36 e 2 a H&S C8+2 C6+2 C6+2 C6+2 06+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 JAMB 10 10 10 10 10 10 10 10 . 10 10 10 10 P -HOOK 6 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 42 2 H&S 08+2 C6+2 C6+2 C6+2 C6+2 06+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 9P -HOOK 7 7 7 7 7 8 8 8 8 9 9 GLASS TYPE - 4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 690.0 48 o 2 H&S C8+2 C6+2 C8+2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 2`6+ C6+2 C6+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 8 8 8 8 8 9 9 9 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3. 2 1/2", 3 1/4", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. OW: EXT. 68 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES 90° OUTSIDE CORNER TABLE 3A SILL HT. VS POS. DP SILL ISE DESIGN I -EIGHT LOAD FLUSH - 1-1/2" WA LOW - 2-12" 46.67 PSF MED - 3-1/4" 60.0 PSF HGH-4" 90.0PSF SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 90° INSIDE CORNER OH HEIGHT O 00 OH LENGTH 4-1 OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 Approved 1.5ereepbett yak Zs Merida Detel 6s:dinuCode =oN NOM -OSA' • /0 Mlerel Ueda 1'red9ef QOM myl .Li F.t Arad ey SMC Dam 01,9510 e PER MIMI DADE COMMENTS Pned BYSMC Dad11/16/09 RSAA PER MAUI DADE COMMENTS Dm. BySMC Dela0&/05409 Owlet, BY 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO. BOX 1529 NOKOMIS, FL 34274 DPAND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI aM.u,s. .rr e,..e u.rsw. SG0770 NTS 9 a 23 PGT0002 PRFPARF11 BY FTC A C 510 N COC(SWFI ST STF 671 ROM Fn Bw B cr T OF : 4i 0Rl0 •••c; ois,ONA, s,N,`,. Robert J. Ao orusc. P.E. PE 1749752 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVEDANCHOR TYPES: 1)114' ELCO ULTRACON (FORMERLY TAPCON) 2)1/4' ELCO SS4 CRETE -FLEX 3) 5/16" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHTS. 7-9: HEAD & SILL 8' MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9AT EACH INTERLOCKAND STRAIGHTAND CORNER ASTRAGALLOCATION, PLUS SPECIFIEDQUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24' MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 • CORNER ON SHT. 11-12. JAMBS & P -HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCHORS PER PANEL' ARE 8" MAX. INTERLOCK~, ASTRAGAL INTERIOR 8' MAX. THOSEATTHE HEAD AND SILL ' 3'S" CENTERLINE £SEE CLUSTER DET., SHT. 111 CENTERLINE t' 8" MAX BETWEEN CLUSTERS OR THOSE 1 I ' ; 1 • *" TYP. BETWEEN A CLUSTER ANDA r fo "FloI° , 4.051" w ° \ ° — — I I FRAME JAMB OR P HOOK. 2.04' ° m 0 h3o oi 24° MAX. o.C. O 0 0 3.5 J TYP. 4.051" 3.6" 35" — 24" MAX. O.C. EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL. ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL 3) PANEL, 48° x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR SEE CLUSTER DETAILS, SHT. 11 3.5" TYP. INTERLOCK CENTERLINE 0 0 3.5' TYP. 7) P -HOOK ANCHORS 8" SEE NOTE BELOW 14' 6" C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEETYP. JAMB CLUSTER DETAIL BELOW 2 C4 2 C4 2 C4 2 WAX x x x MAX xANCHOR ANCHORS P -HO ANCHORS MAX. x% x x x x ' 6" M, 10'MAX 10• MAX. 3• 3" X x x 21. ij Jx 6' M1xxxx I 1 xt X. x L 8• MA. TYP. x y' x24" MAX. O.C. 1. ,.,.,...— . C. 10) ANCHORS PER JAMB SEE SHEET 13 FOR CLUSTER O.C. SPACING EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: 4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT. 11 I~ 8" MAX. a 0 0 0 O 0 EXTERIOR SEE CLUSTER DETAILS, SHT. 12 AnwarSMC Pit 0105/10 awes 5.,xbs NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P -HOOK ANCHORS PER MLAMIO40ECOMMENTS Hewett,: SMC Peb: 11/15.09 lerkbnxA PER MIAMI DADECOMMEN/S Qa"n1A: SMC 08/05/09 OrweAARJ4 oo: 1070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.O. SOX 1528 NOKOMIS. FL 34274 Itol IIII3.5' 2.04" TYPICAL JAMB CLUSTER FOR DETAILS M. N, 0, P,Q&R 1 4.051" MIN. i O.C. Arpknkdaampglywtm100 Dattigintwop, i775; ow NOM 0-OEXL• f0 mtamiDirkPraisereased ANCHORAGE SPACING & EXAMPLEPLANS s SERIES 770 ALUMINUM SGD - LMI Saks sGGnr NTS PREPARFT) AYPTC -1 1' "jST C=C CT VTF ( 5 RO(2i1 FT)1F FI 10 0 23 PGT0002 e STATE OF !QQ, t,.CORIQ''0\ Ro!>bi5. .. P.E. PE049752 i5955 P11 371.890-1710 FAX 371£90 • r INT. 3.5 L 3.5 ASTRAGAL OR 1 INTERLOCK CENTERLINE 1.75 2.040 2 -TRACK ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 rAVIMOACaR L J INTERLOCK CENTERLINE 3.5 INT. 4.072 5.389 t 3•TRACK,ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C4 J WRADACaR INTERLOCK -n CENTERLINE I INT. 4 -TRACK, ASTRAGAL/INTERLOCK ANCHORCLUSTER - C4 r INT. ASTRAGAL OR 1 f+—INTERLOCK CENTERLINE AS`•TRAGAL OR 1 INTERLOCK CENTERLINE 1.75 2 -TRACK, ASTRAGAL/INTERLOCK ANCHOR CLUSTER - C5 rA112ADACaR INTERLOCK CENTERLINE INT. 2 -TRACK ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 1 17GIAADAC?S INTERLOCK CENTERLINE 4.049 j3-fFFACK, A$f' • C;ALTIRTEML66K ANCHOR CLUSTER - C5 rAIIRADACDDTI INTERLOCK CENTERLINE J 4 -TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 1 INT. 2.040 J L INT. 1 3 -TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 rAI1RADAEW INTERLOCK CENTERLINE 1 INT. 3.5 2.040 4 -TRACK, ASTRAGAL / INTERLOCK) ANCHOR CLUSTER -C6 fey: ure gym: 8MC Oow,erSMC omei1M8Oi o RobinsA MERMAN COMMENTS Omsked 0e DAM 1970TECHNOLOGY ORME NOKOMIS, FL 3427$ P.O. BOX 1S29 NOKOMIS, R. 94274 ANCHORAGE, EXAMPLE CLUSTERS SERIES 770ALUMINUM SGD - LMI iM4W! SGD710 floe NTS P$EPARFf1 AY. PT/ 11 e' Omit 11 + 23 N C17P.4WF1 PGT0002 ST RTF R nwr A NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. ROAN o Must Dade Pomo ultaII Coda r+wtY.1!!_2919 19) 7h1 kus ES j"! .. 0.• N 4975 Ott E bkb s 4i: ei,si• OR. ••Ca oiS0NAl.e0 prunuMtt RobertJ. Amofueo, P.E. PE 949152 L 32455 PH• 321€46.17M FAX 321.690.1789 ote aen EXT. 0 2.04 3.889 INT. \ a 35—1 2 -TRACK, 90° OUTSIDE CORNER SHOWN, 2 -TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 2.04 3.889 3.5 3 -TRACK, 90° OUTSIDE CORNER SHOWN, 3 -TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) C-6 ANCHOR CLUSTER REQUIRED ATALL 3 -TRACK CORNERS r INT. y 3.6 3.889 o \ i EXT. / 2.04 2 -TRACK, 90° INSIDE CORNER SHOWN, 2 -TRACK, 90° OUTSIDE CORNERSIMILAR (OPPOSITE) ANCHOR CLUSTER - C6 USED FOR C5 AND C6 W e IR INT. 3.5 0 0 0 0 6 1 1 II1t1 3.889 / i EXT.// 2.04, 4 -TRACK, 90 INSIDE CORNER SHOWN, 4 -TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL4 -TRACK CORNERS PER AILW1 DADECOAIW9I78 ar: 11/1609 AntitaxA PER MAW DADECOME= Der08/D5/09 ameP our IDM TECHNOLOGY DRIVE NOK0808, FL 31273 P.O. BOX 1619 MONOMI8. FL34274 ANCHORAGE, EXAMPLE CLUSTERS 0r SERIES 770 ALUMINUM SGD - LMI si,wmc 800770 e a. NTS 12 d 23 Mete ea PGT0002 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. Approved d paplyb$Waal Flo Code Dale t lora NOM -D 2 Mal C. hulloitt tt ByeDe1ci .La th'^ Av. Av,•-Qin: Robert J. Amoroso, P.E. 994J194U:171 [d1e4ileeld:[d°:si:rich..11ac11ettiei1SIa:lt4.:441411r7.R.b 1" MIN. E.D. TYP. EXT. 1/4" MAX. SHIM 2 1/16" O.C. FTWT- 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 1" MIN. E.D. TYP. 1 3/8' MIN. EXT. 1/4" MAX. SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A, 2 -TRACK FRAME HEAD DETAIL B, 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 21/16' O.C. TYP. 3/8' MIN. 701 IF W1 SEE ANCHOR NOTE 5 SHT. 1 1/4" MAX.) 2 1/16" 1" MIN O.C., TYP. E.D., TYP. DETAIL E, 2 -TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 5 SHT. 1 1/4"MAX) EXT. r SEE ANCHOR NOTE 5SHT. 1 1/4' MAX.) 2xWOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 EXT 1/4" MAX. SHIM SEE CHART, SHT. 1 2 1/16' O.C. TYP. ONCRETE SEE CHART, SHT. 1 21/16" O.C. TYP K SEE CHART SHT. 1 1/4" J SH M EXT. ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL C, 2 -TRACK FRAME HEAD 2x WOOD BUCK TYP CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT. 1 ExTgFe ;Z MIN. f SEE CHART, SHT. 1 1 DETAIL G, 2 -TRACK FRAME SILL CONCRETE INSTALLATION 2 1/16' O.C., TYP. SEE ANCHOR NOTE 5 SHT. 1 1/4" MAX.) DETAILD, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 SEE CHART SHT. 1 2 1116" 1" MIN O.C., TYP. E.D., TYP. DETAIL F, 3 -TRACK FRAME SILL WOOD INSTALLATION ONCRETE SEE CHART SHT. 1 2 1/16" O.C., TYP. DETAIL H, 3 -TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT. 1 SEE CHART, SHT. 1 SEE CHART SHT. 1 21/16" O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J, 4 -TRACK FRAME HEAD CONCRETE INSTALLATION Ans011r Nig FLOW= 21 /16" O.C., TYP. SEE CHART SHT. 1 1" MIN E.D., TYP. 1 3/8" MIN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL I, 4 -TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5, SHT. 1 1/4" MAX.) WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 EXT 21/16" O.C., TYP. DETAIL K, 4 -TRACK FRAME SILL WOOD INSTALLATION 1" MIN E.D., TYP. 1 3/8" MIN. AnsdSVC Dets0utsn0 Rb."uas PER MIAMI n4OECOMMENTS atrc Orbs11/1809 alarA PERMIAMIL110EOOM YSVI8 Nam OrSMC Oahe0419599 Gnawer Ore 1070TECHNOLOGY DRIVE NOKOMIS. R. 30275 P.O.BOX1529 NOKOMIS, R-34274 ANCHORAGE DETAILS ras SERIES 770 ALUMINUM SGD - LMI 1 Approved o somphtoa wM9de1 Floras yryCadeeOise .ys/O NOM O+1L.(17 MindWe MinGrad 5 3pMES 4'k, e: ' . 4975- o os 4. I 1' •a94'.:391‘ 0!: 1'. OS- OF :w is,,NA, ,ENQ,,Rmd 11610044* , Dab aee u.pw 800770 NTS 13 > 23 POT0002 Robert J. Amoruso, P.E. PE 949752 1411:14•I:YA9119101.1*11:18•t•SH--1714.1 1.3f1UP611:1•IQ7II4.I,149a111Y1:-.11J:IkY3MI:MtiAMyk4cri E*:r'SMI: CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 21/16" O.C., TYP. SEE ANCHOR NOTE 5, SHT. 1 1/4" MAX.) ONCRETE 1/4" MAX. SHIM SEE CHART EXT. SHT. 1 SEE CHART, SHT 1 DETAIL L, 4 -TRACK FRAME SILL CONCRETE INSTALLATION 13MIN. 1!4" MAX. SHIM EXT. .... WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2 1/16" O.C., TYP. 1" MIN. { 1/4" MAX. SHIM . 11-- WOOD II II ANCHOR TYP SEE ANCHOR NOTE 2, SHT. 1 2XWOOD BUCK SEE ANCHOR NOTE 3, DETAIL N, 2 TRACK FRAME JAMB SHT. 1 SEE CHART SHT. 1 1/4" MAX. SHIM SEE CHART SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 2 1/16' O.C., TYP. CONCRETE ANCHOR TYP., SEE 1 3/8" MIN. ANCHOR NOTE 1, SHT. 1 1' MIN. 21116" DETAIL 0, 4 -TRACK FRAME JAMB 0.C., TYP. CONCRETE INSTALLATION 1 3/6" MIN. DETAIL M, 4 -TRACK FRAME JAMB WOOD INSTALLATION P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOODINSTALLATION WOOD FRAMING 1 3/6' MIN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1/4' MAX. SHIM 1" MIN. ASONRY SEE CHART S ;.1 21/16" O.C., TYP. I 3.5" TYPICAL JAMB CLUSTER FOR DETAILS M, N, P,QBR DETAILP, 2 -TRACK FRAME JAMB CONCRETE INSTALLATION 1/4" MAX. SHIM EXT. CONCRETE- ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 2XWOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 DETAIL 0, 3 -TRACK FRAME JAMB WOOD INSTALLATION 1" jMIN - 1 1 314" MIN. 2.693" MIN. EXT. DETAIL S, P -HOOK WOOD INSTALLATION WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 1 1/4 MIN. E.D. P. SEE CHART SHT. 1 ONRY DETAIL R, 3 -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN r BETWEEN P -HOOK INSTALLATION ANCHORS CONCRETE/MASONRY i (GROUTED BLOCK ONLY) SEE CHART, SHT. 1 EXT. • 2.693" MIN. DETAILT, P -HOOK CONCRETE INSTALLATION SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, Raw Br Rued er SNC 0592110 PER MIAMI D9DE COMMENTS Pews erSAC Data11/1699 RtNtrs PER MLIMI DADE COMMENTS SMC DaftWOWS a,rwby Dai: 1070 TECHNOLOGY DRIVE NOXO,WS, R. 34275 P.O. 00X 1529 NOXOMI4 PL34274 ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI w`Nrmt suis: SGDno NTS 14 •23 faversoNa PGT0002 Approved ase1m011dq withthe Pattie BddbtgCede Date 140AR dg-0gq2L. Mimi Dade li Att Hided p„LnIplj v.„ MKS 6l4 No 49752 EI FIIt Pa: 1104* t• i p••SS,6NA`t?,. Rebell J. Armorer, PE. PE 949152 IdYkm.lffw.d.a1h/001 1eert371411 i.1 1 . a•N'u .' 7a afoul.- 58:41:. y-1R 7E. .511.1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD FRAMING 1 3/8" MIN. 1' MIN. Fi rr 1 3/4• MIN. P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION 1 r - -1r I PANEL ' PANEL 1 1 TYPE 1 TYPE 1 1 'A' f 'QS' 1 • 1 I 1 A 1 11 hIej1 1 1 , A I t A I 1 1 1 1 1 I 111 11 1 1 1 I 1 1 I t 1 11I1 tC> 1 a I L a gLU , yL > > J DLO WIDTH = NOM. PANEL WIDTH -T DLO HEIGHT = NOM. PANEL HEIGHT - 8.250 DETAIL V, SHT. 18, ANCHORAGE DETAILS 'A' C', SHT. 13 A-DETAIL'U', SHT. 18, ANCHORAGE DETAILS 'E G', SHT. 13 XX -90° CORNER -XX (2 TRACK INSIDE 90° CORNER) INT. SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES SEE CHART, SHT. ONCRETE / MASONRY GROUTED BLOCK ONLY) 1 1/4ifMIN. E.D. P. SEE CHART, SHT.1 1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN, P -HOOK FORBOX RISER CONCRETE INSTALLATION DETAIL 'EE', SHT. 19, ANCHORAGE DETAILS 'N' SHT. 14 DETAIL 'BB', SHT. 19 f EXT. i DETAIL 'KK', SHT. 20 HORIZONTAL SECTION B -B 10X 1.50° PH SMS PANEL CORNER DETAIL 8X 1.00° PH SMS (OPTK)NAL) FRAME CORNER DETAIL AnttAxIc RomeI* SMC Derr 01,05110 PER MIAMI DADECOMMENTS RIM DerSMC fannerSMC Ivfero0 Dew0810:/09 liomconA PER MINN DiDECOMMENTS H Dere 1070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.O. SOX 1529 NOKOMIS, R. 34274 ANCHORAGE DETAILS / EXAMPLE ELEVATION SERIES 770 ALUMINUM SGD - LMI e.r+rea SGD770 FQFPIAFIB' Stow NTS H„t 15 e123 PGT0002 B nixed cott8131818withdo Florid" Oulaag CadeBakP- NOMor-oR2L.tn Muni Dodo Pladocl0481881 LitBY `Slti.6 1 • 4K A.• 1 b 4Q•1GENSFOqi 7 Jp: 1° • TE OF •/ 4I 0 04:•.. O R 10 V` -e+ i`4ej,,NA„E,OO Robert.). Amorua°, P.E. PE848752 NOTES: CC', 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANELDETAILSHT. 19 , f-DETAIL'BB', SHT. 19 HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS. c • t•DETAIL'FF', SHT. 19, `v/ ` JDETAIL'V', SHT. 18. ANCHORAGE DETAIL 'N' & DETAIL 'EE', SHT. 19, ANCHORAGE P', SHT. 14 ANCHORAGE DETAILS 'N' DETAILS 'A' 2. DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. P', SHT. 14 & C', SHT. 13 DETAIL V, SHT. 18, f ANCHORAGE DETAILS 'A' ThPANEL11rrT' TYPE R' 0 PANEL TYPE L' X PANEL TYPE D' X PANEL TYPE A, SEE NOTE 3j X MAX. T SEE DP I TABLES 11 Ar -I11 i i 1 11 1 i 1 11 1 Pa"•I 1 PANEL i TYPE r A' 1 i 1 1 1 E> 1' 71 e i' PANEL TYPE i CS' i i w ' I 1 1 i i 1 9 i 1 p PANEL TYPE QS' I C> PANEL TYPE SEE NOTE 3 p n Hj,/_DETAIL'BB'. SEE DP•/ TABLES C', f .-v-DETAIL s' SHT. 13 EE', SHT. 19, ANCHORAGE DETAILS 'N' P', SHT. 14 SHT. 19 DETAIL'JJ', SHT. 20 INT. al 1 1 1 ! f di)®_ a. 1L EXT. DETAIL 'll, SHT. 18, f 61 = DETA L'U', SHT.1-8 HORIZONTAL SECTION A -A SEE FRAME & ANCHORAGE DETAILS 'E' XX -90° CORNER -XX (2 TRACK ANCHORAGE DETAILS 'E' PANELR0)00( (2 TRACK) &'G', SHT. CONSTRUCTION 90°OUTSIDE CORNER) - EXAMPLE & 'G', SHT. 13 DETAILS SHT. 15 EXAMPLE DETAIL 'CC', SHT. 19 - ...../- DETAIL 'BB', SHT. 19 DETAIL 'BB', SHT. 19 DETAIL'DD', SHT. 19, v DETAIL 'AA', SHT. 19 ANCHORAGE DETAILS 'Q' ANCHORAGE DETAILS 'S' & T, R', SHT. 14 SHT. 14, 'MM' &'NN', SHT. 15 DETAIL 'HH', SHT. 19, DETAIL T, SHT.18, ANCHORAGE DETAILS 'M' 0', SHT. 14 ANCHORAGE DETAILS 'r J , SHT. 13 DETAIL 'X' SHT. 18, ANCHORAGE DETAILS 'B'& D', SHT. 13 PANEL PANEL PANEL PANEL n TYPE MAX. PANEL TYPE R' PANEL TYPE L' PANEL TYPE M' PANEL TYPE F POCKET M TYPE F TYPE F TYPE K' MAX. 11T• SEE AOpnwcd r m wst6 me o,ro Codaa 2010 DP NOAO o SEE DP 1 1 UNDER 1 SEPARATE APPROVAL SEE NOTE ' TABLESl l 090o tkoae, n/, B7 . (J•Iue..1.. TABLES SEE NOTE C> X r X E> X X Jij 1 L a3 E> a 1 q , O X X X Y', Q- DAMES o/,,\GENSF.' G%. ti 1 DETAIL SHT. 18, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS 'K' N 49 OS OXXXp (3 TRACK RIGHT POCKET) DETAIL W. SHT. 16,-7.. EXAMPLE SHT. 13 & L', SHT. tob i EXAMPLE ANCHORAGE DETAILS 'F' QH', SHT. 13 r.E` F14 :: 40Ara: IOs are Ilsrotor mono= EXAMPLE ELEVATIONS k•••••40 Fo.o. '6. mer wee e+ra 8 P wrwwwaE a 1070 rEe7woeocrowvE NOKOMIS,FL 34275 s NA,,E ,` 11• 4505SMC SVC i 11/1690 A PERAHMODADECOA61fENT8 P.O.Bf)X1527 I SERIES 770 ALUMINUM SGD - LMI a,e/,: wee 44.1442: are NOKOAS4, FL34174 9.1+614 93.ee boot urolr flat R°a9R J. Amor°so, P.E. SMC 08/05/09 RIA SOD770 NTS 16 r 23 PGT0002 B PE049752 PHEPT!AFD BY PI 11(` ' M514 CCX;5WF11 ST, STF (25 ROCKLFS';F Fl 2005, PH: 321490-1/88 FAX 321.5444.17R9 to PANEL LETTER PANEL LETTER NOTE: SINGLEFIXEDJ A97RAG4L 1. SEE DP TABLES FORPINTERLOCKFCCLOCKSTILEBum LOCKSTILE •ia'' IN PANEL WIDTH 8 FIXED SINGLE SINGLEINTERLOCKS. A ICABLE ASTRAGAL & R CocresnLE SOCK M LOCKSTILE INTERLOCK CORNER SWGLEA& OUTGAL 4 CS r.FDcF_D KW Olin LOCKSTILE RECEIVER INTERLOCK N TNASTRWAL FIXED SINGLE CORNER M c1/" LOSE SC EED3INTERLOCK II:R FIXEDASTRAGAL SINGLE INTERIOR ImamLOCKSTILE OUT QS CORNER LOcKSTI.E — ' INTERLocK ALL PANELTYPES) EXTERIOR FIXED ASTRAGAL SINGLE CORNERn+ LOCKSTILE D. -Jat W SQ INTERLOCK LOCKSTILE L SINGLE ;y ASTRAGAL CORNER - %[ INTERLOCK f , D A S OCKRECEIVERINTERLOCK LR SINGLE SINGLE CORNER OUT ` INTERLOCK SA owTERcocK r RECEIVER ASTRAGAL • e SWGLE CORNER SINGLE INTERLOCK CI LOCKSTILE 62 INTERLOCK SINGLE CORNER INTERLOCKSINGLE Enl, INS C INTERLOCK LOCKSTR.E OGC FIXEDBMIF = -SINGLE T INTERLOCK CFRECCENNEERR r=n LO E SINGLE SINGLE FIXEDCORNERFR47ERLOCKINTERLOCKFCy RECEIVER EMRSINTERLOCK az SINGLE INfE K pp INl)OCK LOCICSTILE SINGLEKI ow LOCKSTILE RR LO KSSntE d INSTERLOCK Appmve:1 acomplyingwith the U ASTRAGAL Cade Flae LOCKSTILE NOM' B 0) OUT Mad Dade lart, U ASTRAGAL Dy 14w1 1.(/c mom IN rC LOCKSTILE t SANGLEI INTERLOCK Iral LOCKSTILE Like0 3pMES. iiLike G . D• LOCKSTILE SINGLE p r SID • S0 i JLOCKS1ILE j' e ASTRAGALour I' DJ' E OP. AyrdeK areawe uW: A `, Arad Br Orr Aerie: 1070 TECHNOLOGY DRIVEF 1R PANEL TYPES s'•••......•• OposSAO R , NW OMIS, Fl. 34275 me aJntjp...... , SMCSM V11/1696 A PER MAMI1d1DECOMMENTS P.O. SERIES 770 ALUMINUM SGD - LMI ae.r14YSMCGer0805109 Admit! RJA Cir S 11. 39 NOKOMIS, R 34274 heee40e 300770 ares NTS awe 17 d 23 arryer PG70002 A Robert J. Amonno. PE. PE 049752 a• .. to SILL RISERS OPTIONS FLUSH BOX SILL RISER EXT. 1.58r EXT. LOW BOX SILL RISER MEDIUM BOX SILL RISER EXT. EXTERIOR INTERIOR ALL VERT. SECTIONS) HIGH BOX SILL RISER FLUSH FLAT SILL ER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL 'V' FIXED PANEL SHOWN DETAIL 'U' DETAIL 'X' FIXED PANEL SHOWN FIXED PANEL SHOWN DETAIL W DETAIL 'Z' DETAIL 'LL' SCREEN ATHEAD bre Asada,: sArc arr 01211/10 8 PER MMDADECOMMENTS Frio 818SAM. me11/1699 11222222A PER MAM1 DADE COMMENTS Meta By: SMC 08/05/09 umsbeARJA Dote 1070 TECHNOLOGY DRIVE NO18:614 FL34275 P.OSOX1529 80808(13. FL 34274 DETAIL 'MM' SCREEN AT SILL Apple edn mob** withW ZA=gCak icvi 1.7, Tom NOM al 0R24 db M1181Did. *NodalOtatni AA IGIao.S (• ll s N.I.. c9'.I .I OF b• ec O . 14. RTICALSECTION DETAILS i scs •(01300.• ` Tte 'lee ,ONA' Taps` DETAIL 1^ SERIES 770 ALUMINUM SGD - LMI enrikAt ere Mat Dart ONa ^" RobM.1. Amoroso, P.E. 8130770 NTS 18 d 23 - PGT0002 8 PE 849752 P8FPAAFfl BY0-TC 11 c:' 5.95 N. C1H;SWFI1 RT SIF 1:75 RI1CKFI)AF FI 97i7a5 ISA' 1 '0(8Y788 -FAX 3218 /752 DETAIL 'CC' STANDARD ASTRAGAL AND STILES DETAIL 'BB' DETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES DETAIL 'EE' DETAIL 'DD' (FIXED PANEL) 4 INTERIOR All. HORIZ. SECTIONS) c5, EXTERIOR DETAIL 'FF (FIXED PANEL) ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SI -ITS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE DETAIL 'NN' SCREEN DETAIL 'GG' (FIXED PANEL) AT JAMB And De Dew Mad exsMc Der01.OW0 Dream5 PER UAW DADECOAa0EN 3 nersiDeSMC Cern erSMC D! 11.115100 Ore0&05/09 RollosA PER ADAM DAADE COA103473 ChseheerRAI Der 1070 TEGWOLOOYDRIVE NOMADS FL 34275 P.O. 50X 1529 NOKOMIB. FL 34274 HORIZONTAL SECTION DETAILS The SERIES 770 ALUMINUM SGD - LMI Belmakdk 800770 PRFPARFD RV. aer FTCNTS tree 19 + 23 5.35 N COCAWFI d+v Roc PGT0002 I e RT RTF C25 RCCKIF E FL DETAIL 'II' Appta .I as somplyfag tads dts Fluid Ur4diay Cede Dats 2 ZOto NOAH MeadDade Nadal 41 \ b:, 0t1•‘CENs O4G01i et I E OF 1 jtfQNA; ...., RobertJ. M o uzO. PP. PE #49752 37455 PH. 371.690.1741 FAX 371.690.1769 EXTERIOR u INTERIOR DETAIL 'JJ' 90° OUTSIDE CORNER, 2 -TRACK SHOWN) APPnYei aarpITlee with tb Code ATOM Waal Oe,iY1o/mp tt.cC I . (14. DETAIL 'KK' 90° INSIDE CORNER, 2 TRACK SHOWN) o`'cENFfk% N 49752 ;01. t or aver. 0.r away: SVC Ore11199 ikniaYncA PER MAW DADE=MEM9 metSMC 08/05439 aeureay- RJA 1070 TECHNOLOGY DRIVE NOXOA93. FL 34275 P.O.OQX 1519 5(01005173. FL 34274 HORIZONTAL SECTION DETAILS, CORNERS 1w< SERIES 770 ALUMINUM SGD - LMI e.rueal 8GD770 sre NTS 20 .' 23 cw~a+a PGT0002 ROK A t = Ei ' F ; LUZ444. ORtO@;: Robert J. Amoroso, P.E. PE 049152 9.773194.7374 6.110 REM PGTCwg. # PGT. 8 Description 1 17306 617309 2 -TRACK HEAD 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3-TRAO< HEAD 4 17312 617312 4 -TRACK HEAD 5 17314 617314 FRAME SCREW COVER 8 17317 617317 FRAME HEALYJAMB ACO -ON 7 17304 617304 2 -TRACK SILL 8 17301 817301 2-1RACK SILL WITH SCREEN RAIL 9 17307 617307 3 -TRACK SILL 10 17310 617310 4 -TRACK SILL 11 17313 817313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD.ON 13 17316 617318 FRAME SILL SCREEN END ACO.ON 14 17305 617305 2 -TRACK JAMB 15 17302 617302 2 -TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3 -TRACK JAMB 17 17311 817311 4 -TRACK JAMB 18 17322 617322 SILL RISER • 0 19 17319 617319 SILL RISER • 0 HOLLOW 20 17321 617321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER - LOW HOLLOW 22 17355 617355 SILL RISER - MED FLAT 23 17354 617354 SIU. RISER - MED HOLLOW 24 17320 017320 SILL RISER - NCH HOLLOW 25 17323 617323 SILL RISER - HGH FLAT 28 17333 617333 POCKET DOOR P -HOOK 27 7070 87070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 617334 POCKET DOOR P -HOOK MOUNT 29 17335 617335 P -HOOK COVER 30 17348 617348 POCKET DOOR P -HOOK FOR BOXRISER OPTIONAL PARTS (NOTSHOWN INDRAWING) 40 4319 612258 SCREEN SIDE RAL - LOO<STILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN COLBLE INTERLOCK 45 4317 612256 SCREEN TOP RAL 46 4318 812257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL. 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 0)10 SCREEN ASTRAGAL ADAPTER 51 1692 61092 SCREEN SPUNE• .185 52 1694 61694 SCREEN SPUNE-.150 53 61816020 SCREEN CLOTH 54 1725 1/2" x 4' x 1/18" SITTING BLOCK 55 1726 1" X4" X1/16" SITTING BLOCK 202 GLASS 7/18 LAMINATED HT -HT PVB 203 GLASS 9/16 LAMINATED HT -HT PVB 201 GLASS 7/18 LAMINATED HT -HTSGP 205 GLASS 9/16 LAMINATED HT -HTSGP NOTE: ALL ALUMINUM = 8063-T6 ITEM PGT Dag. # PGT. # Description 60 17325 617325 PANEL STILE 81 17328 817328 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BUBWSTP. -TNN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUN ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1 1/2" X 1" X314" 11011 FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE COW 899 OR 895 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX 1032 X1" FL SSSCREW W/ TYPE 'P' 71P 77 7103239 10.32STEEL ZINC LLNUT 78 17358 617358 316 & 1/4 OGEE BEAD HORIZONTAL 79 17357 617357 1" IG BEAD HORIZONTAL 80 17359 617359 7/16 BEAD HORIZONTAL 81 17360 617360 9'16 BEAD HORIZONTAL 82 1224 81P247K VINYL BULB WEATHERSTRIP 83 IGTAPE 1/2"X1/16" SINGLE SIDE ADHESIVE TAPE FOR IG BEAD 160 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JANE BUMPER 102 1898 71696 DUST PLUG 103 8186 76186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL QIP- 6" LONG 186 17352 617352 EXTERIOR FOED PANEI. RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISEDWITH THUMB TURN 108 1740 71740 HANCLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WRH THUMBTURN 110 1732 78178 HANCLE KIT- RECESSED EXTERIOR PIAL 111 7IOX34PPSDAX 10 X3/4' PH. PN. TEK - S.S. 112 1235 67516 WSTP..270X.170. FIN SEAL 113 1712 64066 187 X.230FINSEAL 114 710X115PPX 10X 1 1/2" 115 710101PT 10X1" 116 720X1X 814-20 X1" ST. STL. 117 720X112X 14-20X 1.5" ST. STL. 118 17336 617336 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 6117338 WSICE CORNER ASTRAGAL 210 GLASS LAMINATED IG 3/16T• 7/16 LAMINATED HT -HTPVB 211 GLASS LAMINATED IG 1/4T- 7/16 LAMINATED HT -HT PVB 212 GLASS LAMBJATEDIG 3/16T- 7/18 LAMINATED HT -HT SGP 213 GLASS LAMINATED* 1/4T- 7/16 LAMINATED HT -HT SGP Arne Dr: ore Mar14: 9A/0 9* 0110640 ArrArr PERAILM0LADECOMMENTS merSAM Orr11/1809 Aer amA PERM WDADECOMMEM9 OranDrSMC 0&9509 dwofnerRJA Der 1070 TECHNOLOGYORIVE NOKOMIS. 8.94279 P.O.00X 1929 NOK0183, FL 34274 PARTS LIST SERIES 770 ALUMINUM SGD - LMI arrofkdr NTS 21 " 23 PGT0002 Alprellnl03 =Wag with Ib@ Code 7 ToroOI110Af1 IHism! PAmAm (Jsatil IIIIIIIS/// CENSF.%6•1: No 49752 • O% CC Robert J. Amoroso. P.E. PE #49752 PREPARED BY L11" 5711N 7RR.)WELL BT STF 025 ROCKI .1- DUE -FL '12955 PH. 121.418-17/8 FAX 301.6901789 0.050" -•- 0.779" INTERLOCK SCREW COVER FRAME SCREWCOVER GLAZING BEAD (SINGLE) 65) MATL: 6063-16 (5) MATL: 6063-T6 0.752" 0.233" -1-- V 0.062" P -HOOK SCREW COVER 29) MATL: 606346 3.802" 78) MATL: 6063-T8 3.802" 1 l 1.163" TT 1 0.885" 0.080'1 P -HOOK FOR BOX RISER 30) MATL: 6063-T6 4.125" 1.050' 0.752" 0.289" 0.050" SILL TRACK GLAZING BEAD (I.G.) 79) MATL: 6063-T611) MAIL: 6063-T6 1.739" FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK 105)MATL: 6063-T6 (108) MATL: 6063-T6 (62)MATL: 6°6346 3.979" STANDARD ASTRAGAL 67) MATL: 6063-T6 0.574' 5' P -HOOK 26) MATL: 6063-T6 1.304" I! tl Imo-- 3.125" 1 -- 3.25" STANDARD STILE TOP/BOTTOM BOTTOM RAIL (60) MATL: 6063-T6 69) MATL 6063-T6 1.872" jam- 0.232' 0.062" -- 1.019"1.467" 1.6" 0.750" - 1 0.750" 0462" -- Amalie 4.055" 0.062" 0.062" 3.305" SCREEN STILET 40) MATL: 6063-T6 0.062" ---- 0.750" FLUSH FLAT SILL RISER 18) MATL: 6063-T6 0.232" 1.567" f- 0.908" ` 2.455" 1 2.555" 0.062" 1 HIGH BOX SILL R SER MEDIUM BOX SILL RISER LOWBOX SILL RISER 24) MATL: 6063-T6 (23) MATL: 8063-16 (21) MATL: 606346 ore iY"Y4"a: IfroxIBr Dew Mare flamer5940 DolsIV1fl96 AmiablyA PER MIAMI OADECOMVENIS Darrel: SMC OrIc080509 traaadErP14 sae 0.281" HEAVY DUTY ASTRAGAL 88) MATL: 6063-T6 HEAVY DUTY STILE 61) MATL: 6083-T6 f 0.232" i 3.205" J 2.304" 0.062; 0.796" P -HOOK MOUNTING ADAPTOR 28) MATL: 606346 0.232" 3.955" 0.062" -IF 0.062" -HFA 0.062° -- FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER 19) MATL: 6063-T6 (20) MATL: 6083-16 (22) MAT'L: 6063-16 (25) MATL: 606346 1070 TECNNOLOGYDRIVE NOKOMIS. FL 34275 P.O. 30X 1528 NOKOMS. FL 34274 EXTRUSIONS SERIES 770 ALUMINUM SGD - LMI afteIleSmt scorn) NTS PAH -0 BY•PTC IIC.. 22 • 23 9RN 110C-CIA/F1 Offletvlb. PGT0002 ST_STF 1:75 ROC -KI FD A FL Animal o eeurplyleg akb me ConeRI 1oA NOMJ MIo II P 1i4u Mtrd 2455 PH•321.990.1799 FAXX21fi50'1799 5.089 0.081" - 2 -TRACK HEAD 1) MATL: 6063-T6 8.198' i nS2r- 'r- 0.081" - 2 -TRACK HEAD W/ SCREEN TRACK 2) MATL: 6063-T6 8.562" 1.211" 1 7.105" 6u 0.081" - 3 -TRACK HEAD 3) MATL: 6083-T6 9.142" 1.211" 0.080° -J 4 -TRACK S LL 10) MAIL: 6063-T8 8.528" 0.080" 3 -TRACK SILL 9) MAIL: 6063-T6 6.221" 1.505" 2ul 1.99, 3" e , 0.062" SCREEN TOP RAIL 45) MATL: 6063-T6 1.045' -1 1.36" 1.505" I- 0.875' I 1 1.993° 1.505' 0.080" 2 -TRACK SILL W/ SCREEN TRACK 8) MATL: 6063-T6 11D 4 -TRACK HEAD 0.081' 4) MATL: 6063-T6 INSIDE CORNER ASTRAGAL 120) MAT1:6063-T6 1. tSu- -lam 1 1.211" 0.080' 4.49' Lam- 0.062" SCREEN BTM. RAIL 46) MAIL: 6063-T6 y 1.36' 0.081" 1.505" 4' OUTSIDE CORNER ASTRAGAL 119) MATL: 6063-T6 2 -TRACK S LL 7) MATL: 8063-T6 1.03" 2.893" 0.080" 7.105" 9 3 -TRACK JAMB 2.828" (16) MATL• 6063-T6 0.081" 5.089" 21 2 -TRACK JAMB 14) MATL: 6063-T6 1.38" 0.081" 9.141" CORNER RECEIVER 4 -TRACK JAMB 118) MATL: 6063-T6 (17) MATL: 8083-T6 2 -TRACK JAMB W/ SCREEN TRACK 15) MATL' 6063-T6 AppromdurtCOYing wih1N Fila 1C Rnv1la{' L7 7atp Didi Er 4Swwe-i \ . Dittc Raved ft Roister Artily. snlc 11/1699 AwArtecA PERA9AM DADEf OMME1JB SMC PAW08114/09 RJA Dae 10707EC#JOLCfY OGYDRIVE NOKOM IS, FL 36275 P.a pox 1629 NOKOMO$ F1=74 EXTRUSIONS SERIES 770 ALUMINUM SGD - LMI 80D770 err e< NTS 23 s 23 I+REPAHFD HY• Pit. I I C 535N. CtXfSW -L a..ee PGT0002 I A Robes J. Amanro, P.E pd PE#49752 ROWRT. STF C25 ROW F EFL 32955 PH • 21-649dIRF FAX 321.890.1789 CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 02/02/2012 Permit Number: 2011120190 Lot:30 Block:D Subdivision:PGCC2*DE t> Job Address: 8133 BRADFORD WAY Pro4Q. 114 -P Work Description:SINGLE FAMILY RESIDENCE / POOL # Contractor TOLL ORLANDO LIMITED PA Phone: (561)637-8890 DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL --- 2-3- -.4,2_-_. ELECTRICAL PLUMBING MECHANICAL CDPR2025-- CITY OF PARKLAND BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY OWNER: TOLL PARKLAND GSC LLC 250 GIBRALTAR RD HORSHAM PA 19055 - BUILDING ADDRESS: 8133 BRADFORD WAY;' LOT:30 BLOCK: D SUBDIVISION.: 1098 : PGCC2*CDE BUILDING PERMIT #: 2011120190 PARCEL NBR: 47-41-33-05-0890 OCCUPANCY: FBC R3 : Residential: SFR, Duplex, Transient Rooming House CONSTRUCTION TYPE: V B : FBC 2004-07 - UNPROTECTED C.O. DESC: PERMIT JOB DESCRIPTION: SINGLE FAMILY RESIDENCE / POOL # BEDROOMS: BATHS: TOTAL SQ FT: 4,351 CONTRACTOR / DBA ALEXANDRE P DECHABERT / ORLANDO LIMITED PARTNERSHIP This Certificate is issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City/County regulating building construction'or use. Date Alt? -i 0 - NOTE: This Certificate is issued to the above named, for the building at the above named location ONLY upon the express provision that the applicant will abide by and comply with all of the conditions of the Zoning Ordinances and all Ordinances or Building Codes of the City of Parkland pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment, and the plumbing work have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein only for the use indicated. Any change in use will require a new Certificate. POST IN A CONSPICUOUS PLACE E Pest Related Services 2-01112.o 4i0 Pre -Construction Termite Treatment Contract and Final Treatment Certification Advantage is a full service company offering pest control, lawn & ornamental spraying and fertilization, and ter- mite control. For more information, please call (800)698-7998. Specific terms & conditions regarding this contract appear on the back of this page, Should holder have any questions with reference to this contract, please contact our office at the number or address noted below. This contract is transferable and is for the primary structure noted below. In the case of a multi -unit structure all unit holder must renew warranty in order for structure to main- tain termite warranty protection. It does not include, unless specified in writing, fences, detached structures, decks and additional construction provided after the date contract is issued. Reference to termites applies to subterranean termites. This contract does not provide for protection of any other wood destroying organism, insect or pest. Repair and Retreatment Warranty Company agrees to warranty the structure for an initial period of twelve (12) months from the date of the initial treatment. If termite infestation occurs at any time during this period the company will inspect property and provide remedial treatment(s), spot or full, with a liquid termiticide as required to eliminate or control termites. Should structural termite damage be noted through inspection, company or a subcontractor(s) chosen or approved by company, will repair damage caused by termites at no cost to property owner. For annual fee specified below, owner(s) may extend this warranty/contract for a maximum period of four (4) additional years, as specified in paragraph two (2) of terms and conditions noted on the back of this page. Residential Treatment Information The treatment provided are for preventive purposes and were requested by the contractor or builder noted below. Pre - construction termite treatments are applied as defined by EPA approved pesticide•labels. Supplemental treatment(s) patio, entryway, abutting foundation, etc.) were provided subsequent to the initial treatment date, as notified of readiness by builder. The cost of this treatment has been billed to the builder or sub -contractor of the builder. Vertical Treat. Date: Initial Treat. Date: Property Address: Treatment Cost: Renewal Fee: Treatment Area: Product(s): 9/19/2012 2/14/2012 8132 Bradford Way Parkland, FL Billed to Contractor 195.00 \ SEe 2362 Bifenthryn .06 % Builder: Toll Brothers Inc. Parkland Golf & Country Lot 30/Block D Subdivision: r' LotBlock: This c6n act not valid witho be Building has received terranean Termites. Treat lished by the Florida dep These treatments are appy tion requirements. Authorized Agent Com issuance date. ention of sub d laws estab mer Services. ancial institu- LAWN & PEST CONTROL SERVICES RECEIVE DISCOUNTED PRICING ON LAWN, ORNAMENTAL, AND PEST CONTROL SERVICES. CALL (800) 698-7998 FOR MORE INFORMATION. Advantage Pest Related Services. Inc. • 2800 N.W. 22nd Terrace • Pompano Beach. FL 33069 1-800-698-7998 www.advantagepest.com Contract Terms and Conditions 1. PERFORMING WORK Company agrees to perform in a workman -like manner. Company will exercise reasonable care while performing any work hereunder to try to avoid damaging any part of the structure, plants or animals. Company will be responsible for the patchingof holes which occur as a result of drilling to provide treatment. Company cannot be liable for matching texture or color of surface or surrounding surface which is patched or filled. Company will use due care but will not be responsible for tile, flooring, wallpaper, paint, or any other floor or wall covering damaged as a result of treatment. 2. RENEWAL FEE & INSPECTION This contract may be renewed on an annual basis for up to four (4) additional consecutive years. Non payment ofrenewal fee within thirty (30) days after renewal due date will be construed as non desire to renew and result in cancellation of contract. This contract may be reissued after the complete five (5) year term at an agreed upon fee payable to com- pany by contract holder. Fee will include any required re -treatments which are necessary to continue protection. Company reserves the right to perform a visual inspection of structure annually at time of renewal. The inspection will be of readily accessible areas only for renewal purposes and cannot be used for the purpose of real estate transactions. In the case of a multi unit structure, all unit hold- ers must renew warranty in order for structure to maintain termite warranty protection. 3. CONDITIONS CONDUCIVE TO INFESTATION Customer agrees to provide full cooperation to company during the term of this contact. Customer agrees to maintain the property in a general non -conducive manner, meaning free from plumbing leaks, win- dow leaks, or direct wood to soil contact. Company reserves the right to terminate this contract if it is discovered that customer fails to correct and allowed or allows any of the above conditions to persist thereby contributing to the potential of or actual infestation of termites. Construction defects not known to company at time of original treatment which may violate building codes such as, but not limited to, direct wood to soil contact or concrete formboards left in place, may render treatment ineffective and thereby void war- ranty. 4. ADDITIONS OR ALTERATIONS Customer agrees to notify company in writing prior to any structural modifications, additions or alterations or if soil is added or removed from around the base of structure. Company may require additional treatment is specific areas as a result of any of the the above. The cost of these treatments will be payable by customer and may require an adjustment in the annual renewal fee at the option of the company. In the event that customer fails to notify company of any modification or addi- tion including those noted above company reserves the right to terminate this contract. 5. DAMAGE Company will not be responsible for any damage caused by or as a result of or related to any of the conditions described in paragraph three (3) noted above. Company agrees to repair any termite damage where live termites are found upon inspection by a company representative. Company's repair and retreatment obligation is limited to $1,000,000.00 for the term of this contract. Company's obligation to perform under this paragraph shall arise only if all of the conditions herein are met. The compa- ny's obligation is during the term of this contact only and not for discovery of damage or infestation after expiration of this contract. 6. DISCLAIMERS Company's liability under this contract will be terminated if company is prevented from fulfilling its responsi- bilities under the terms of this contract by circumstances or causes beyond the control of company. Company's liability under this contact will not be enforceable until payment for original treatments (services) have been received in full. There are no guarantees or warranties expressed or implied, except those specifically stated herein. There are no warranties of merchantability or fitness for a particular purpose. 7. BINDING ARBITRATION In the event of a dispute between company, or its employees and customer arising out of or relating to this contract, including but not limited to the interpretation of the terms and conditions. The making of this contract, or breach of any provision of this contract, the parties hereby expressly and mutually agree to submit their dispute to binding arbitration for reso- lution in accordance with the rules and requirements ofthe American Arbitration Association. Both parties understand that as a result of this agreement they are effectively waiving their right to trial by jury as a means of resolving disputes. E Pest Related Services Pre -Construction Termite Treatment 1-800-698-7998 License #4439 201 I I 2,c) 9c) Property Information Treatment Date Time T" 3 0 Lot Block cc Subdivision Name treet Address (if own) VCAA/(j, City State Zip Owner Name (ifknown) Builder / Contractor Information Name of Builder Shell Contractor Construction Type Monolithic Floating / Stemwall Patio Entry Driveway Product / Treatment Information Treatment Type (Must check one): Initial Under -Slab Supplemental Wood Treatment Finali Product applied: Chlorpyrifos Cypermethrin Bora-Care Oth e....- ‘ K Concentration:______ % Mixed Product Applied. 2r- Gallons Square feet treated: Linear feet treated: \. 2J( 1'If box is checked, then either a final perimeter liquid treatment has been completed or a wood treatment is completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The buildinghas received a complete treatment for the prevention of subterranean termites. Treatmently\ in -.accordance with the rules and laws es : b ' hed by the Florid. epartment of A icultureand Consumer Services. Applicator's Name (Please Print dvantage is a Full Service pest control company offering inside pest control, termite con_ and' lawn & ornamental insect protection and fertilizationprograms. We offer discounts to o Termite: renewal customers! Call 1-800-698-7998 for more information. C:..Awiovaauav.nugerormepneae.axord022 2800 NW 22id Terrace, Pompano Beach, FL 33069 (954)968-7717 fax (954)968-2922 www.advantagepest.com GALE INSULATION S/O # 400312251 CERTIFICATE OF INSULATION — INSTALLATION BUILDING PERMIT # 2.0,11 to (Q o JOB ADDRESS: 8132 BRADFORD WAY PARKLAND, FL LOT 30D PARKLAND STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the thermal insulation has been installed in the referenced building in compliance with the South Florida Building Code, Chapter 52, and the approved plans and specifications, and in accordance with good construction practice. The insulation furnished is of the type, thickness and R -value as set forth below: AREA TYPE THICKNESS R -VALUE MANUFACTURER CEILINGFIBERGLASS 4REA FLAT BLOW 14.75" R-38 OWENS CORNING CEEAtNG 1CCEssBLE FIBERGLASS BATT 112" R-38 OWENS CORNING GARAGEFIBERGLASS COMMON WALL BATT 3.5" R-11 OWENS CORNING EXTERIORREFLECTIVE MASONRY WALLS FOIL 75" R-4.1 FI -FOIL COMPANY MULTIFAMILY RESIDENTIAL CONSTRUCTION: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: Frame/Metal Stud Walls R-11 (min); CBS or Concrete Walls R-3 min) by Energy Code requirements. See Energy Code, Rev. 1/87, paragraph 903.2(b), on page 0-17, latest edition. These "minimum levels of insulation" are not included in the Energy Calculations, but shall be installed in the field. INSULATION CGC1512179 INSULATION CONTRACTOR'S SIGNATURE: BUILDER: TOLL BROS : SIGNATURE: CERTIFICATION DATE: JUNE 22, 2012 I PERSONALLY KNOW THE AFFIANT, PAMELA FENTON. Sworn to and subscribed before me this aaA4 day of Jane , 2012 Notary Public, State of Florida LIZA CARRIONs 5 ,i 4 MY COMMISSION # EE ITh 7- IRrEJanuary 13, 2016 Uaderw, teas Survey Route Sheet Date Received: 2-41112- Building zt 12 -- Building Approval: Zoning Approval: Permit No.: 2-o11I2-o 190 Date: Date: a12zilrzi roQu. su-v T1•3 "Lrck_Acwd30) L.S. QEEARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program 3 3) -- ..1o1117-0 110 ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9. OMB No. 1660-0008 Expires March 31, 2012 SECTION A PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name TOLL BROTHERS, INC. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 8132 BRADFORD WAY Company NAIC Number City PARKLAND State FL ZIP Code 33076 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 30 BLOCK D OF THE PLAT ENTITLED "PARKLAND GOLF & COUNTRY CLUB REPLAT #2" PLAT BOOK 174 PAGES 137-161 B.C.R. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 26.33119 Long. 80.26350 Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? 0 Yes ® No RESIDENTIAL 0 NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 626 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? 0 Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number PARKLAND, CITY OF 120051 B2. County Name BROWARD B3. State FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12011C0105 F Date Effective/Revised Date Zone(s) AO, use base flood depth) 10-2-97 8-18-92 AH 12 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FIS Profile ® FIRM 0 Community Determined 0 Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date 0 CBRS OPA 0 NAVD 1988 0 Other (Describe) Yes No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* ® Building Under Construction* 0 Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BCED BM#2585 EL=15.19Vertical Datum NGVD 1929 Conversion/Comments a) b) c) d) e) 0 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 14.45 N/A. N/A. 13.77 N/A. Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. feet 0 feet feet feet feet meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) 13.6 ® feet 0 meters (Puerto Rico only) 13.9 ® feet 0 meters (Puerto Rico only) N/A. 0 feet 0 meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes 0 No Certifier's Name SCOTT M. PIRTLE License Number 5630 Title PROFESSIONAL SURVEYOR AND MAPPER Address 6101 WESTAAT Signature NTIC B/ lei• . AA, _Am 1 Date 2 ,L Telephone (954)972-3959 City MARGATE Company Name Carnahan Proctor & Cross State FL ZIP Code 33063 C6c) i ti•A' , E FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 8132 BRADFORD WAY For Insurance Company Use:, Policy Number City PARKLANDState FL ZIP Code 33076 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e. =A/C PAD ELEV L.O.M.R. REVISING BASE LOOD ELEVATION TO 12 FEET OBTAINED FROM F.E.M.A. APRIL 2, 2003 UNDER CASE #03-04-203P Signature Date Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to supporta LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or 0 below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or 0 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is 0 feet 0 meters 0 above or 0 below the HAG. E3. Attached garage (top of slab) is 0 feet 0 meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 0 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: 0 feet 0 meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: 0 feet 0 meters (PR) Datum G10. Community's design flood elevation 0 feet 0 meters (PR) Datum Local Official's Name Title Community, Name, ' Telephone Signature ' i r.q r- (fie' nj S Date Comments 'es/r`- i• r e t' ', `'" 0 Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions CARNAHAN•PROCTOR•CROSS, INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 6101 WEST ATLANTIC BLVD., MARGATE, FL 33063 PHONE (954)972-3959 FAX (954)972-4178 E-MAIL: margate@camahan-proctor.com 411 CONSTRUCTION LAYOUT SURVEY SLAB SPOT) LEGAL DESCRIPTION LOT 30, BLOCK D, "PARKLAND GOLF & COUNTRY CLUB REPLAT #2", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 174 AT PAGES 137-161, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. NOTES 01. 02. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. THIS DRAWING IS THE PROPERTY OF CARNAHAN-PROCTOR & CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 03. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE UNDERSIGNED FOR RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND VERIFIED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 04. AT THE TIME OF THIS SURVEY SAID LAND WERE IN THE PLAT RECORDATION PROCESS WITH BROWARD COUNTY, FLORIDA, ENTITLED "PARKLAND GOLF & COUNTRY CLUB REPLAT #2". 05. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. 06. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS NOTED OTHERWISE. 07. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SAID "PARKLAND GOLF & COUNTRY CLUB REPLAT #2 AS RECORDED IN PLAT BOOK 174 AT PAGES 137-161 B.C.R. BEARING NORTH 89°36'56" EAST. 08. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON BROWARD COUNTY ENGINEERING BENCHMARK NO. 2585. REFERENCE: A SQUARE CUT IN ENDWALL ON SOUTH SIDE OF DRIVE OVER CANAL ON THE WEST SIDE OF N.W. 87TH AVENUE, APPROXIMATELY 100' NORTH OF OLD HOLMBERG ROAD (RANCH ROAD). ELEVATION: 15.19 FEET. 09. FLOOD ELEVATION INFORMATION: A. COMMUNITY NO. : 120051 E. SUFFIX : F B. DATE OF FIRM INDEX : OCT. 2, 1997 F. BASE FLOOD ELEVATION : *12 FEET C. FIRM ZONE : AH PER LOMR FROM FEMA 4-2-03 03-04-203P D. PANEL NUMBER : 0105 • 10. ADDRESS: 8132 BRADFORD WAY, PARKLAND, FLORIDA 33076 11. AREA OF THIS PROPERTY IS 17,762 SQUARE FEET. 12. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. 2. 3. 4. ABBREVIATIONS A = ARC LENGTH A/C = AIR CONDITIONER SLAB ADJ = ADJACENT B.C.R. = BROWARD COUNTY RECORDS B.D.I.C. = BRASS DISC IN CONCRETE C) = CALCULATED CA.T.V. = CABLE JUNCTION BOX C.B.S. = CONCRETE BLOCK STRUCTURE C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENT CH. = CHORD CONC. = CONCRETE D = DELTA (CENTRAL ANGLE) E: _DRAINAGE EASEMENT E.O.P. = EDGE OF PAVEMENT E.O.W. EL. F.F. F.P.L. FND. GAR. H.C. VR & C. VR L.E. L.M.E. M) N.G.V.D. N.T.S. N/D EDGE OFWATER ELEVATION FINISHED FLOOR FLORIDA POWER & LIGHTCO. FOUND GARAGE HANDICAPPED IRON ROD AND CAP IRON ROD LANDSCAPE EASEMENT LAKE MAINTENANCE EASEMENT MEASURED NATIONAL GEODETIC VERTICALDATUM NOT TO SCALE NAIL AND DISK WT O.R.B. P.B. P.B.C.R. P.O.B. P.O.C. P.R.M. PROP. PVMT. R RAN SMV STY. T.O.B. U.E. NAIL AND TAB OFFICIAL RECORD BOOK PLAT BOOK PALM BEACH COUNTY RECORDS POINTOF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROPOSED PAVEMENT RADIUS RIGHT-OF-WAY SIDEWALK STORY TOP OF BANK UTILITY EASEMENT SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE ANDCORRECTTOTHEBETOFMYKNOWLEDGEANDBELIEF. SCO :• 07% -_,,Atitt; • TLE PROFESSIONAL SURVEYOR AND MAPPER DATE OF LAST FIELD WORK: 2-17-12 FLORIDA LICENSE NO. LS 5630 PARKLAND GOLF & COUNTRY CLUB REPLAT #2 JOB NO.: 030415 DATE: 11-29-11 SHEET1 OF 2 SHEETS s:\030415\legals2\bik-d-Io(030.doc 0111FIANANIMagati yf NT* gala% 11114110 di 4.49'N 0 ijI'%% 141 411/ THIS QI SURVEY E E0.50M yr 115 1174044,011 PE, SFrgymLOCATIONMAP4NOT10SCALEp LOT 31 BLOCK D PROPOSED PAVER AREA - 860 SO. FEET GOLF COURSE PARCEL G D=05°24'46" R=466.00' A=45.91' CH=45.90' D=16°29'31" R=75.00' A=21.59' CH=21.51' UNDER CONSTRUCTION 2 STORY C.B.S. RESIDENCE LOT 29 BLOCK D D=05°26'23° R=100.00' A=9.49' CH=9.49' 2 VALLEY CUTTERBRADoORD NAY PRIVATE STREET) 24 PAVEMENT 2' VALLEY L•" SLAB SPOT 1762/73 2-17-12 SMP FORMBOARD :;.SPOT_ 1762/73 2-10-12 SMP PLOT PLAN TERRANA=L' ., 11-29-11 SMP REVISIONS F.BJPG. DATE BY CID LEGEND: CATCH BASIN CABLE JUNCTION BOX CENTERLINE O CLEANOUT CONCRETE MONUMENT O ELECTRIC SERVICE ELEVATION, AS -BUILT I 1' ELEVATION, PROPOSED FIRE HYDRANT e's FLOW ARROW 0 0 IR&C LB2936, SET 1/2" LIGHT POLE - CONC. LIGHT POLE - METAL MANHOLE - SANITARY SEWER MANHOLE - STORM SEWER NAIL & TIN TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION BOX WATER METER WATER VALVE YARD DRAIN PARKLAND GOLF & COUNTRY CLUB REPLAT#2 GABLES ESTATES JOB NO.: 030415 SCALE: 1" = 30' SHEET 2 OF 2 SHEETS P:\projects\030415_S\dwglreplet2Wockd.dwg CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT #: 2012070300 PERMIT TYPE: PS JOB DESCRIPTION: POOL/DECK/FENCE JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 27,072.00 PERMIT POOL/SPA Confiim. #:776 MASTER #: 2012070300 ISSUED DATE: 07/30/2012 BY: ADM13 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: BRYSON, ALAN DEA: AAA CUSTOM POOLS INC TYPE: CONTRACT JOB PHONE: (561)493-8841 CERT NBR: 204 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C.'304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT ELECTRICAL PERMIT #: 2012070301 PERMIT TYPE: EL JOB DESCRIPTION: ELECTRICAL SUB FOR POOL JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: Confirm. #:745 MASTER #: 2012070300 ISSUED DATE: 07/30/2012 BY: ADM13 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: JOSEPH H STRADA DBA: DEL AIR ELECTRICAL SERVICES TYPE: CONTRACT JOB PHONE: (407)333-2665 CERT NBR: 7608 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT LANDSCAPING PERMIT #: 2012070303 PERMIT TYPE: LS JOB DESCRIPTION: LANDSCAPE SUB FOR POOL JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 500.00 BLOCK: D ADDR NBR: OWNER NAME: Confirm. #:683 MASTER #: 2012070300 ISSUED DATE: 07/30/2012 BY: ADM13 LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE 13386 TOLL PARKLAND GSC LLC APPLICANT: BRYSON, ALAN DBA: AAA CUSTOM POOLS INC TYPE: CONTRACT JOB PHONE: (561)493-8841 CERT NBR: 204 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT #: 2012070304 PERMIT TYPE: DK JOB DESCRIPTION: DECK FOR POOL JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 1,500.00 PERMIT DECK Confirm. #:652 MASTER #: 2012070300 ISSUED DATE: 07/30/2012 BY: ADM13 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: BRYSON, ALAN TYPE: CONTRACT JOB PHONE: (561)493-8841 DBA: AAA CUSTOM POOLS INC CERT NBR: 204 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT #: 2012070305 PERMIT TYPE: FN JOB DESCRIPTION: FENCE FOR POOL JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 1,500.00 BLOCK: D ADDR NBR: OWNER NAME: PERMIT FENCE Confirm. #: 621 MASTER #: 2012070300 ISSUED DATE: 07/30/2012 BY: ADM13 LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE 13386 TOLL PARKLAND GSC LLC APPLICANT: BUCHANAN, ROBERT SCOTT DBA: COASTAL SCREEN & RAIL LLC TYPE: CONTRACT JOB PHONE: (561)819-0308 CERT NBR: 5462 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT CHILD BARRIER AROUND POOL PERMIT #: 2012070306 PERMIT TYPE: CB JOB DESCRIPTION: CHILD BARRIER JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: $ 800.00 Confirm. #:590 MASTER #: 2012070300 ISSUED DATE: 07/30/2012 BY: ADM13 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: BRYSON, ALAN DBA: AAA CUSTOM POOLS INC TYPE: CONTRACT JOB PHONE: (561)493-8841 CERT NBR: 204 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature For Inspection, Call (954) 757-4107 Date CDPR2020 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT COMBO SLIP APPLICANT CERT NBR DBA CN BRYSON, ALAN 204 AAA CUSTOM POOLS INC OWNER INFORMATION TOLL PARKLAND GSC LLC 250 GIBRALTAR RD HORSHAM PA 19055 - MASTER NBR 2012070300 PERMIT NBR TYPE STATUS AMOUNT DUE 2012070300 POOL/SPA READY $1,358.40' 2012070301 ELECTRICAL READY $0.00/ 2012070303 LANDSCAPING READY $70.00/ 2012070304 DECK READY $0.00/ 2012070305 FENCE READY $209.80' 2012070306 CHILD BARRIER AROUND POOL READY $0.00' TOTAL DUE $1,638.20 THIS IS NOT A RECEIPT City of Parkland Printed on: 7/30/2012 7:24:47AM CD -Plus for Windows 95/98/NT CDPR112OC - Combo Slip Survey Route Sheet Date Received: / / 1 0 I I Permit No.: E aI: Building Approval: (chitt Zoning Approval: /-- 2011010 Date: q -f t -- 12 Date: % /0 2o% 3o I U.S. DEPARTMENT OF HOMELAND SECURIT• ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-9. OMB No. 1660-0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name MICHAEL & MELISSA WILLS Policy" Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 8132 BRADFORD WAY Company NAIC Number City PARKLAND State FL ZIP Code 33076 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 30 BLOCK D OF THE PLAT ENTITLED "PARKLAND GOLF & COUNTRY CLUB REPLAT #2" PLAT BOOK 174 PAGES 137-161 B.C.R. A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 26.33119 Long. 80.26350 Horizontal Datum: 0 NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs ofthe building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b • N/A sq in d) Engineered flood openings? 0 Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage 626 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? 0 Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number PARKLAND, CITY OF 120051 B2. County Name BROWARD B3. State FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12011C0105 F Date Effective/Revised Date Zone(s) AO, use base flood depth) 10-2-97 8-18-92 AH 12 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FIS Profile ® FIRM 0 Community Determined 0 Other (Describe B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 0 NAVD 1988 0 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date CBRS 0 OPA El Yes ®No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized BCED BM#2585 EL=15.19'Vertical Datum NGVD 1929 Conversion/Comments a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 14.45 b) Top of the next higher floor 25.9 c) Bottom of the lowest horizontal structural member (V Zones only) N/A. d) Attached garage (top of slab) 13.77 e) Lowest elevation of machinery or equipment servicing the building 14.4 Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 13.7 g) Highest adjacent (finished) grade next to building (HAG) 14.0 h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. structural support Check the measurement used. feet feet 0 feet feet feet feet feet 0 feet meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the .information on this Certificate represents mybest efforts to interpret the data available.' understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? '® Yes 0 No Certifier's Name SCOTT M. PIRTLE License Number 5630 Title PROFESSIONAL SURVEYOR AND MAPPER Address 6101 WEST ALANTIC BL #= City MARGATE Signature Date Company Name Carnahan Proctor & Cross State FL ZIP Code 33063 Telephone (954)972-3959 FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the . sponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 8132 BRADFORD WAY City PARKLANDState FL ZIP Code 33076 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2.e. =A/C PAD ELEV L.O.M.R. REVISING BASE FLOOD ELEVATION TO 12 FEET OBTAINED FROM F.E.M.A. APRIL 2, 2003 UNDER CASE #03-04-203P Signature 7(//2. Date 0 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or 0 below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters 0 above or 0 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is 0 feet 0 meters 0 above or 0 below the HAG. E3. Attached garage (top of slab) is 0 feet 0 meters 0 above or 0 below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 above or 0 below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) orZone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 0 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: 0 feet 0 meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: 0 feet 0 meters (PR) Datum G10. Community's design flood elevation 0 feet 0 meters (PR) Datum Local Official's Name Title Community,Naiiie„3, Telephone Signature,, ` i ! ; •yam'. d t. Comments , •rY" Jy , 1 , • ref Date 0 Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions s Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 8132 BRADFORD WAY Policy Number City PARKLAND State FL ZIP Code 33076 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side Vied' and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT 9-5-12 Building Photographshs • P Continuation Page Building Street Address (induding Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 8132 BRADFORD WAY For Insurance Company Use: Policy Number City PARKLAND State FL ZIP Code 33076 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View' and "Rear View'; and, if required, "Right Side View" and "Left Side View." REAR 9-5-12 CARNAHAN•PROCTOR•CROSS, INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 6101 WEST ATLANTIC BLVD., MARGATE, FL 33063 PHONE (954)972-3959 FAX (954)972-4178 E-MAIL: margate a@camahan-proctor.com BOUNDARY SURVEY FINAL) LEGAL DESCRIPTION LOT 30, BLOCK D, "PARKLAND GOLF & COUNTRY CLUB REPLAT #2", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 174 AT PAGES 137-161, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. NOTES 01. 02. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. THIS DRAWING IS THE PROPERTY OF CARNAHAN-PROCTOR & CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 03. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE UNDERSIGNED FOR RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND VERIFIED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 04. AT THE TIME OF THIS SURVEY SAID LAND WERE IN THE PLAT RECORDATION PROCESS WITH BROWARD COUNTY, FLORIDA, ENTITLED "PARKLAND GOLF & COUNTRY CLUB REPLAT #2". 05. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. 06. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS NOTED OTHERWISE. 07. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SAID "PARKLAND GOLF & COUNTRY CLUB REPLAT #2 AS RECORDED IN PLAT BOOK 174 AT PAGES 137-161 B.C.R. BEARING NORTH 89°36'56" EAST. 08. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON BROWARD COUNTY ENGINEERING BENCHMARK NO. 2585. REFERENCE: A SQUARE CUT IN ENDWALL ON SOUTH SIDE OF DRIVE OVER CANAL ON THE WEST SIDE OF N.W. 87TH AVENUE, APPROXIMATELY 100' NORTH OF OLD HOLMBERG ROAD (RANCH ROAD). ELEVATION: 15.19 FEET. 09. FLOOD ELEVATION INFORMATION: A. COMMUNITY NO. : 120051 E. SUFFIX : F B. DATE OF FIRM INDEX : OCT. 2, 1997 F. BASE FLOOD ELEVATION : *12 FEET C. FIRM ZONE : AH PER LOMR FROM FEMA 4-2-03 03-04-203P D. PANEL NUMBER : 0105 10. ADDRESS: 8132 BRADFORD WAY, PARKLAND, FLORIDA 33076 11. AREA OF THIS PROPERTY IS 17,762 SQUARE FEET. 12. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. MICHAEL D. WILLS AND MELISSA B. WILLS 2. GUARANTEED RATE, INC. 3. WESTMINSTER TITLE AGENCY 4. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ABBREVIATIONS A NC ADJ B.C.R. B.D,I.C. C) CA.T.V. C.B.S. C.L.F. C.M.E. CH. CONC. D D.E. E.O.P. ARC LENGTH AIR CONDITIONER SLAB ADJACENT BROWARD COUNTY RECORDS BRASS DISC,IN CONCRETE CALCULATED CABLE JUNCTION BOX CONCRETE BLOCK STRUCTURE CHAIN LINK FENCE CANAL MAINTENANCE EASEMENT CHORD CONCRETE DELTA (CENTRAL ANGLE) DRAINAGE EASEMENT EDGE OF PAVEMENT E.O.W. = EDGE OF WATER EL. = ELEVATION F.F. = FINISHED FLOOR F.P.L. = FLORIDA POWER & LIGHT CO. FND. = FOUND GAR. = GARAGE H.C. = HANDICAPPED VR & C. = IRON RODAND CAP VR = IRON ROD L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT M) = MEASURED N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOTTO SCALE WE/ = NAILAND DISK WT O.R.B. P.B. P.B.C.R. P.O.B. P.O.C. P.R.M. PROP. PVMT. R RNV SNV STY. T.O.B. U.E. NAILAND TAB OFFICIAL RECORD BOOK PLAT BOOK PALM BEACH COUNTY RECORDS POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROPOSED PAVEMENT RADIUS RIGHT-OF-WAY SIDEWALK STORY TOP OF BANK UTILITY EASEMENT SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE AND CORRECT TO THE BEST 0 MY KNOWLEDGE AND BELIEF. SCOTT M. P PROFESSIO r SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 5630 DATE OF LAST FIELD WORK: 9-5-12 3,. PARKLAND GOLF & COUNTRY CLUB REPLAT #2 JOB NO.: 030415 DATE: 11-29-11 SHEET 1 9F 2 SHEETS'' s:1030415\Ieaals2\blk-d•Iot030.dor. v - 4 6:7 111:4:11): iRNva C•T© STR_ m a tv""tat' 0 0 THISVI ts•% QI SURVEY VIERS N FRFF eary v. LOCATION MAP 1I Wiiilta ®* NUI 1U SCALE m ancx LOT 31 BLOCK D GOLF COURSE PARCEL G D=05°24'46" R=488.00' A=45.91' CH=45.90' D=16°2931" R=75.00' A=21.59' CH=21.51' OO FENCE COR. 0A'S-0.YEFENCECOR. 0.759bW. N z r- 4' MUMFENCE FENCE COR. 0.3' S. FENCE COR. 02' N. LOT 29 BLOCK D D=05°26'23" R=100.00' A=9.49' CH=9.49' 5' CONC. S/W ek.: 288. 195.79'(C) 2 VALLEY GUTTER FINAL SURV T' 1," 9-5-129-5-12 SMP SLAB SPOT 1762/73 2-17-12 SMP FORMBOARD SPOT PLOT PLAN TERRANA'-'C 1762/73 2-10-12 SMP 11-29-11 SMP REVISIONS ti PARKLAND GOLF'& COUNTRY CLUB REPLAT #2•AMBASSADOR COLLECTION F.BJPG. DATE BY JOB NO.: 030415 CK'D LEGEND: CATCH BASIN O CABLE JUNCTION BOX CENTERUNE O CLEANOUT CONCRETE MONUMENT O ELECTRIC SERVICE ELEVATION, AS -BUILT 1 ELEVATION, PROPOSED 4- FIRE HYDRANT FLOW ARROW SCALE: 1" = 30' IR&C L62936, SET 1/2" LIGHT POLE - CONC. LIGHT POLE - METAL MANHOLE - SANITARY SEWER MANHOLE - STORM SEWER NAIL & TIN TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION BOX WATER METER WATER VALVE YARD DRAIN SHEET 2 OF 2 SHEETS 1 Survey Route Sheet Date Received: Q1-7112- Permit No.: -2-0 I -2,o-to 30c) Date: Building Approval: (Ok Date: 9.-r 0-1 .9___ ZoningApproval: (; L Date: /i /12- TaLa 3aI Ptr-t-e st-t-vve-ti CARNAHAN•PROCTOR•CROSS, INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 6101 WEST ATLANTIC BLVD., MARGATE, FL 33063 PHONE (954)972-3959 FAX (954)972-4178 E-MAIL: margate@camahan-proctor.com BOUNDARY SURVEY FINAL) LEGAL DESCRIPTION LOT 30, BLOCK D, "PARKLAND GOLF &COUNTRY CLUB REPLAT #2", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 174 AT PAGES 137-161, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. NOTES 01. 02. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. THIS DRAWING IS THE PROPERTY OF CARNAHAN-PROCTOR & CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 03. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE UNDERSIGNED FOR RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND VERIFIED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 04. AT THE TIME OF THIS SURVEY SAID LAND WERE IN THE PLAT RECORDATION PROCESS WITH BROWARD COUNTY, FLORIDA, ENTITLED "PARKLAND GOLF & COUNTRY CLUB REPLAT #2". 05. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. 06. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS NOTED OTHERWISE. 07. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SAID "PARKLAND GOLF & COUNTRY CLUB REPLAT #2 AS RECORDED IN PLAT BOOK 174 AT PAGES 137-161 B.C.R. BEARING NORTH 89°36'56" EAST. 08. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON BROWARD COUNTY ENGINEERING BENCHMARK NO. 2585. REFERENCE: A SQUARE CUT IN ENDWALL ON SOUTH SIDE OF DRIVE OVER CANAL ON THE WEST SIDE OF N.W. 87TH AVENUE, APPROXIMATELY 100' NORTH OF OLD HOLMBERG ROAD (RANCH ROAD). ELEVATION: 15.19 FEET. 09. FLOOD ELEVATION INFORMATION: A. COMMUNITY NO. : 120051 E. SUFFIX : F B. DATE OF FIRM INDEX : OCT. 2, 1997 F. BASE FLOOD ELEVATION : *12 FEET C. FIRM ZONE : AH PER LOMR FROM FEMA 4-2-03 03-04-203P D. PANEL NUMBER : 0105 10. ADDRESS: 8132 BRADFORD WAY, PARKLAND, FLORIDA 33076 11. AREA OF THIS PROPERTY IS 17,762 SQUARE FEET. 12. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. MICHAEL D. WILLS AND MELISSA B. WILLS 2. GUARANTEED RATE, INC. 3. WESTMINSTER TITLE AGENCY 4. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ABBREVIATIONS A = ARC LENGTH NC = AIR CONDITIONER SLAB ADJ = ADJACENT B.C.R. = BROWARD COUNTY RECORDS B.D.I.C. = BRASS DISC, IN CONCRETE C) = CALCULATED CA.T.V. = CABLE JUNCTION BOX C.B.S. = CONCRETE BLOCK STRUCTURE C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENT CH. = C 'ORD CONC. = CONCRETE D = DELTA (CENTRAL ANGLE) D.E. = DRAINAGE EASEMENT E.O.P. = EDGE OF PAVEMENT E.O.W. EL. F.F. F.P.L. FND. GAR. H.C. UR&C. UR L.E. L.M.E. M) N.G.V.D. N.T.S. N/D EDGE OF WATER ELEVATION FINISHED FLOOR FLORIDA POWER & LIGHT CO. FOUND GARAGE HANDICAPPED IRON ROD AND CAP IRON ROD LANDSCAPE EASEMENT LAKE MAINTENANCE EASEMENT MEASURED NATIONAL GEODETIC VERTICAL DATUM NOT TO SCALE NAIL AND DISK N!r O.R.B. P.B. P.B.C.R. P.O.B. P.O.C. P.R.M. PROP. PVMT. R RNV SAN STY. T.O.B. U.E. NAIL AND TAB OFFICIAL RECORD BOOK PLAT BOOK PALM BEACH COUNTY RECORDS POINT OF BEGINNING POINTOF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROPOSED PAVEMENT RADIUS RIGHT-OF-WAY SIDEWALK STORY TOPOF BANK UTILITY EASEMENT SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID SURVEY IS TRUE AND CORRECT TO THE BEST 0 MY KNOWLEDGE AND BELIEF. SCOTT M. P PROFESSIO SURVEYOR AND MAPPER FLORIDA LICENSE NO. LS 5630 DATE OF LAST FIELD WORK: 9-5-12 PARKLAND GOLF & COUNTRY CLUB REPLAT #2 I JOB NO.: 030415 DATE: 11-29-11 SHEET •1 OF'2'LHEEETS s:1030415Veaals2lblk-d-Iot030.doc tpultsgrarintaltatorat.mammm o Tomo v Q vmv k. o • *Ali- "Es tiv iiisytilmorMr Eal LI taingt ct, Erg 47,, 147114014,471"fv. LOCATION MAP NU1 IU SCALL LOT 31 BLOCK D FENCE COR 0.7S.A.e11. edik 111/ THIS SURVEY GOLF COURSE PARCEL G D=05°24'46" R=486.00' A=45.91' CH=45.90' 4' FENCEWARM D=16°29'31" R=75.00' A=21.59' CH=21.51' FENCE COR. 0.0%40..A. w vg co PAVER DEG( 28.0' 40.00' 4' NIAENCS FENCE coR. 03' S. 2 STORY C.B.S. RESIDENCE F.F. EL.(14.45') CAR EL. -(13377'') LOT 30 BLOCK D FENCE COR. 02' N. LOT 29 BLOCK D D=05°26'23" R=100.00' A=9.49' CH=9.49' 5' CONC. S/W 7/ $ 195.79'(c) 2 VALLEY GUT ANAL SURVEY 9-5-12 SMP SLAB SPOT 1762/73 2-17-12 SMP FORMBOARD SPOT 1762/73 2-10-12 SMP PLOT PLAN TERRANA—L' 4. is 11-29-11 REVISIONS Vii;? i _ "` PARKLAND GOLF & COUNTRY CLUB REPLAY #2 AMBASSADOR COLLECTION F.BJPG. DATE SMP BY CK'D LEGEND: CATCH BASIN 0 CABLE JUNCTION BOX CENTERUNE 0 CLEANOUT 0 CONCRETE MONUMENT 0, ELECTRIC SERVICE 1 ELEVATION, PROPOSED FIRE HYDRANT FLOW ARROW IR&C LB2936, SET 1/2" UGHT POLE — CONC. UGHT POLE — METAL MANHOLE — SANITARY SEWER MANHOLE — STORM SEWER NAIL & TIN TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION BOX WATER METER WATER VALVE YARD DRAIN JOB NO.: 030415 SCALE: 1" = 30' SHEET 2 OF 2 SHEE; S Contact Person: Alan Bryson City of Parkland, Florida BUILDING PERMIT APPLICATION www.cityofparkland.org alan@aaacustom Phone 061 493-8841 E-mail:_ pools . com ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135: CONTRACTOR AAA CUSTOM POOLS, INC. CONTRACTOR'S STREETADDRESS 5155 Corporate Way, Suite J CITYSTATE ZIP PHONE # Ju.i'ter ;, ' . . FL 33/x-.58 1A.93 341 PROPERTY ,... OWNER'S NAME ---cO\N. 0,:).4.. \L\ OWNER'S STREET ADDRESS Cky,a C]NA. C . CITY STATE Z PHONE # 6- 33on\ cD La a -.any SITE DD .\ ,' {-,iC 1 1 VlJADDRESS `v LOT .-... 0-..BLOCJ n SUBDIVISION \ , `1101 Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all laws regulating construction in the City of Parkland, Florida. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, SHUTTERS, ETC. MASTER PERMIT NUMBER .242.0 '70 300 Qa_frokAa ESTIMATED COST g O H VlJa ^0 ENGINEER'S ` p 1 NAME DATE ENGINEER'S PHONE ENGINEER'S ADDRESS CITY STATE ZIP ARCHITECTS NAME ARCHITECT'S PHONE # ARCHITECT'S ADDRESS CITY STAT-= ZIP MORTGAGE COMPANY'S NAME MORTGAGE COMPANY'S PHONE */ MORTGAGE COMPANY'S ADDRESS CITY STATE ZIP BONDING COMPANY'S NAME BONDING COMPANY'S PHONE # BONDING COMPANY'S ADDRESS CITY STATE ZIP WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT J PLEASE PRINT NAME OF QUALIFIER OR OWNER/BUILDER (Owner/Builder Affidavit Required) Alan B- sin FLORIDA STA ' CERTIFIC RP0'i35121 1ST ION # BROWARD COUNTY CENTRAL EXAMINATION BOARD CERT. OF COMPETENCY 79-1537PC SIGNAT X On this A.t rt_ BrysQn_ E OF QUAL( SIGNATURE OF OWNER/BUILDER X cay of J l,)•.Jr.$-- 20 a before me, the undersigned Notary Public c` the State of Flo^ca, c_-sonall.: appease_ and whose name is subscribed to and within the instrument. and he sXe acknowlecces : ;a: heacne execute: : Witness my hand and off cia. seal. OT . -TATE OF FLORIDA • J. on Engstrom PRI: -.-ED NA'AE OF NOTARY PI,BLIC Y=ersonaily known to me. or J P-oduced id_nnication J Oath taken Xj Oath not taken NOTARY PUBLIC SEAL CF OFFICE: OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Gntr= Ca/ of L4 C j NOT/- _Y PUBLIC. STAT OF FLORIDA '+ , ertid. I.,erzz PRIV-ED NAME 0 VOTARY PUBLIC rsonally known to me, or J Produced identification iJ Oath taken EJ Oath not taken SIGNATURE OF OWNER oY o JASON ENGSTROM MY COMMISSION #EE092993 ts! EXPIRES: MAY 11, 20157DttBondedthrough1stStateInsurance 20 1. -".before me, the undersigned Notary Public a the State of Flo^ca _ e-sonally appeare= and whose name is subscribed to and within the instrument, and he she acknowlec_es ; a: ne/sne execute= : Witness my hand and offs a; seal. NOTARY PUBLIC SEAL OF OFFICE: WENDY LEMENZE MY COMMISSION # DD811259EXPIRES: December3, 2012 Public Thru Notary Underwriters plication Approved By Permit O'icer Date REV. 0- c- License #: 003 o Applicant Signature: The foregoing instrument was acknow uuu, Ql 31whoispersonal) known to me or who produced as identific0YidOdtd ttbk acEXPIRES:JUN.10,2016 www.AARONNOTARY.coni I5 t Cwt l S -e Y vl C -es' hone #:0 -C -,z 1 -Z10 12s Estimated Value: Print or Type Name: D ph S f r GOCk fore me thus aqA"" day of ra._, 20\2:1by the above named person, Notary Public: My commission Expires: CTO License #: 9ct-1 cCV Phone it: O \) \%' Lstimated Value: 7tRkCDC h Applicant Signature: Print or Type Name: `cam ,rte f\ Sc C1 The foregoing instrument was acknowledg who is personally Notary Public: efore me thus aa day of c\ C 4 20 by thbove named person, pm W own to me or who produced as identific Y/.4Jid/hktalath. L _COMMISSION#EE206441 EXPIRES:JUN.10,2016 Asir p0. WWW.AARONNOTARY QMycommissionExpires: License #: Phone #: Estimated Value: Applicant Signature: Print or Type Name: The foregoing instrument was acknowledged before me thus day of , 20 by the above named person, who is personally known to me or who produced as identification who did/did not take an oath. Notary Public: My commission Expires: License #: Applicant Signature: The foregoing instrument was acknowledged fore me thus Q` 55E & EstiiCmated Value: Print or Type Name: `CLc\ C6.1\ k -O day of ,20 by t who ir„r„sonally.known.to..cuo or who produced Notary Public: ove named person, as identifc ie. did/ ttake apsrath. s as"''°r-' YY lE2064i a c?r : COMMISSION#EE206441 My commission Expires: t'5.' FXpIFK..:11!.10,2016 f:v`' WWW.AAR0NN0rARCwut License #:^ J Ytehone #: (1,1):‘) VAS caLks\imated Value: g_ Applicant Signature: Print or Type Name: \0.at' `J The foregoing instrument was acknowledge/ore me thus (9-C\4,4^ day of—c. , 20 \aby he ve named person, r ,f,. twhoispersonallyowntomeorwhoproduced • as identification who did/did not take an oath. o tnYPo%, Ashle Cesta OMMISSION#FF2n6441 EXPIRES:JUN 10,2016 iF Rio, WwW.AARONNOTABI:com' Notary Public: Gc:Yt N P'M& SfjS, xi.0 ' ioL1 My commission Expires: Contact Person: Jessica Mancusi City of Parkland Building Permit Application www.citvofparkland.org Phone #: (561) 819-0308 E-mail: CoastalJess7@yahoo.com ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO F.S. 713.135 Company Name Coastal Screen & Rail Contractor, i .. .,.• n6db. .tL.'.:ua.. Yx,.; Notification E-mail: Master Permit Number d BusinessAddres's X120 Southridge Rd Print Name of Property Owner: N.c Ca-mq.., Date` Ci t r Lzp $tate L zip ( Phone #5 1 :4 c>QO 1 Construction Value , ,_ Cl6 Engineers Name Property Owner's Name----cia Notary Public oft •- Sta of F .rid :, .ersonall a..eared Engineers License tt t AessOwner's Streeddr Q15Ga cx,c)9. CSCj ' whose name is subscribed to and within the Phone # City - State Zip , ' Phone # <*',= < Architect's Name NO RY PUBLIC, STATE OF OR PRINTED NAME OF NOTARY PUBLIC ersonally known to me 0 Produced identification\\• 0 Oath taken Oath not taken \`ag‘ ..... aici oMsts.2•• Architect's License # Job Site Address C{\.p. .el,A_Ccri... Lot ZO Block 0 i c%C0MMISSION#EE206441EW. AI1,14F,J h,oFF0nn WWW.AARONNOTARY.com Phone # WorkDescriptions c----tair-Ne. poo\ \c3. -Cit- :.e -i- Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all laws regulating construction in the City of Parkland, Florida. I understand that a separate permit may be secured for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, SHUTTERS, ETC. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT . Contractor, i .. .,.• n6db. .tL.'.:ua.. Yx,.; Notification E-mail: r wProperty Owner YJ"ev..Et.Na . i.Y•yg,y w.`..-., daA.' ,. Notification E-mail: Print Name of Qualifier/Builder: R. Scott Buchanan Print Name of Property Owner: N.c Ca-mq.., Owner's Address: S - c. ,%i10 License number: CGC 024734 Signatur u. ' ier // Signature of Property • r On this •'`"`Tiay . . :\l, , 20\, before me, the undersigned On this • .'y of , 20 •— , before me, the undersigned Notary Public oft •- Sta of F .rid :, .ersonall a..earedNotaryPubI1 a, personally appeared whose name is subscribed to and within whose name is subscribed to and within the instrument, and he/she acknowledges that he/she executed it. the in p ,. I = • owledges that he/she executed it. NO TATE OF FLORIDA M %e c a p: -k ...3.12_.1/4\--C> NO RY PUBLIC, STATE OF OR PRINTED NAME OF NOTARY PUBLIC ersonally known to me 0 Produced identification\\• 0 Oath taken Oath not taken \`ag‘ ..... aici oMsts.2•• PR TED AME OF OTARY P LIC rsonally known to' e Produced identification 0 Oath taken 0 O `ri}gJ aken Ashley Cesta NOTARY PUBLIC SEAL OF OFFICE: i c%C0MMISSION#EE206441EW. AI1,14F,J h,oFF0nn WWW.AARONNOTARY.comNOTARYPUBLICSEALOF OFFICE: ZY c r p0 97- * 5 APXpj p14 : c=.EXPIRES:JUN.10,2016 2 ' °.- 1- +,, 2' e `- o/./'/ bbllc St,' 1/{t' 41 P•\\\\\ Application Approved By: Permit Officer Date: Electrical Contractor: Business Address: License #: Estimated Construction Value: Phone #: Notification E-mail: Qualifier Signature: Print Name: The foregoing instrument was acknowledged before me thus day of ,20 ,by the above named person who is personally known to me or who produced as identification who did/did not take an oath Notary Public: My Commission Expires: Plumbing Contractor: Business Address: License #: . Estimated Construction Value: Phone #: Notification E-mail: _ Qualifier Signature: Print Name: The foregoing instrument was acknowledged before me thus day of ,20' ,by the above named person who is personally known to me or who produced as identification who did/did not take an oath Notary Public: My Commission Expires: Mechanical Contractor: • Business Address: License #: Estimated Construction Value: . Phone #: Notification E-mail: Qualifier Signature: Print Name: The foregoing instrument was acknowledged before me thus day of ,20 ,by the above named person who is personally known to me or who produced as identification who did/did not take an oath Notary Public: My Commission Expires: Landscaping Contractor: ' Business Address: License #: '- Estimated Construction Value: Phone #: • Notification E-mail: Qualifier Signature: Print Name: , The foregoing instrument was acknowledged before me thus day of ,20 _ ,,,,by the,above named person who is personally known to meor-who produced as identification' who did/did not take an oath Notary Public: •._..,, .• My Commission Expires: 5 . , Other Contractor: Business Address: , °•' { License #: Estimated Construction Value: Phone #: Notification E-mail: Qualifier Signature: Print Name: ;r.%,'''<; The foregoing instrument was acknowledged before me thus day of ;,r, • ;` -' "a` = ,20 ,by the above named person who is personally known to me or who produced j 1% to - 'as identification who did/did not take an oath Ly y Notary Public: My Commission Expires Q,. Yi.••' • `• ;, Ci, .4;;:,f"• r, AP Aki Permit #: 2e) 12-0-1 0 c c Contractor:=,Psq Cis+ Submittal Date: -71 q ! s . Lot:Ao Block: b Subdivision: PG+cc.0 Project / Model Type: foot (Der -A- Peti D Structural} —a Mechanical Landscapin Fire Product Approvals 1 Plumbing1j Electrical4,1 Engineeri Truss Plans 111 T"l ilii CFN # 110888900, OR BK 48923 Page 1139, Page 1 of 1, Recorded 07/18/2012 at 03:05 PM, Broward County Commission, Deputy Clerk 3110 n) r: 0 C71 fo cJ- Uf _ c/) E.. 8- o d o .cl) N CL E vTUr= a 0 U C E Permit # Folio # NOTICE OF COMMENCEMENT The undersigned hereby gives notice that Improvement will be made to certain real property and In accordance with Chapter 713, Florida Statutes. the following information is provided In this Notice of Commencement: 1. Legal Description of Property: LotBlock V Subdivision 1 Condominium: Street Address if available: 2. General description of Improvement : 3. a. Owner name and address: b. Interest In property: c. Name and address of feesimple titleholder (if other than Owner): U STATE OF FLORIDA C COUNTY OF BROWARD " Ct The fojpgping instrument was acknowledged before me this 5I aay ofcu By JkiMn L h %C Dad—e dualty, or 0a for 0 Personally known, or 0produced the following typo of identification: 4. a. Contractor name and address: b. Contractor's phone number: 5. a. Surety name and address: b. Surety's phone number: c. Amount of bond: 6. a. Lender name and address: b. Lender's phone number: Install swimmin INS Spa cele5elteed 101 Ieco,de, Unit A Bldg # rj.Lengthy legal attached ool Toll ParklandGSC LLC 9425 Old Club Rd, Parkland, FL 33076 AAA Custom Pools, Inc. 5155 Corporate Way Suite J 561 493-8841 Jupiter, FL 33458 S 7, a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: b. Phone number: 6. a. In addition to himself or herself, the Owner designates to receive acopy ofUenor's Notice per Section 713.13(1)(b), Florida b. Phone number of person or entity designated by owner 9. Expiration date of notice of commencement : the expiration date is 1 yearfromthe dateof recording unless adifferent date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU' • e E OF COMMENCEMENT. nor(s) orizod Officer/Director/Partner/Manager By Signaturo(s) of Ow or By p1JajName TIUe/OttIc, Print Name TltielOffico c y._ QQ U +— o C7 m Signature of Notary Public: Print Name: s/ {. P1Y1Q'iZle SEAL) iVYRJDYLEMENZE MY OOMMIS810N 1 DD811260 EXPIRES ndscliteu tbsi, 2012 ElcNofe+ry Pudic Undrw ttrti VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are true, to the best of my knowledge and belief. Signature(s) of Owne s By ed Officer/Director/Partner:Managerwho signed above: By g:vecoranglbrms,noc- voice ofcommencement revised 7.3.07.doc 1. 2. City of Parkland 6600 University Drive Parkland, FL 33067 954-753-5447 Fence/Screen Permit Addendum Is there a Pool? If answer is N, Sign & Date below and insert in package. Was pool completed prior to October 1, 2000? Date Sr If answer is Y, Sign & Date below and insert in package. 3. Y © Changes to the fence location compromise the prior approved Pool Safety Act requirements? Baby Barrier Window/door alarms within new fence/screen area Outswing gate Latching mechanism locations El Minimum 48" fence height requirement Existing property line fences meet all requirements for Pool Safety Act. If question # 3 is YES, you must submit a yellow Pool Safety Act Modification form. The fence/screen/alarms modifications as shown on plan meets all requirements of the Pool Safety Act. Fence/Screen ontractor Signature Rev 4/10 Date City of Parkland Building Department Address Permit # Thi GN.6 Lot/Bik Subdivision Private Swimming Pool Safety Requirements Notice of Requirements 1 (We) acknowledge that a new swimming pool, spa or hot tubwill be constructed or installed at the above address, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. Please initial the method(s) to be used for your pool or spa - The pool will be equipped with an approved safety pool cover that complies with ASTM F1346 (Standard Performance Specifications for Safety Covers for Swimming Pools, Spas and Hot Tubs); Attach manufacturer's product compliance information. A continuous, one-piece barrie child fen -, screen enclosure, or fence) meeting the requirements of FBC R4101.17 will protect the pool perimeter. Submit plans indicating the type and location of the barrier; for child fence specify location of the end which is not removable without the use of tools. Attach manufacturer's product compliance information. A combination of dwelling walls and/or non -dwelling walls (screens enclosure, fences, etc.) will protect the pool perimeter. Submit plans specifying the type and location of all non -dwelling walls. Attach manufacturer's product compliance information. r: Any combination of protection which incorporates dwelling walls and doors and/or windows opening directly into the pool perimeter, which includes self-closing self - latching devices, and/or exit alarms complying with UL 2017, FBC Section R4101:17.1.9 and installed in compliance with the current edition of the National Electrical Code NFPA 70). Submit plans showing location and type of all openings and specifying type of hardware or exit alarm to be used at each location for perimeter protection. 1 understa - hat not having one of the above installed, will constitute a violation of Chapter 15, F.S. nd will be considered as committing a misdemeanor of the secon shable by as provided in section 775.082 or - 75.083 F.S. Pool Contractc.'s Signatur. Pool Contractc's Name ( ac• e Print) otai ignatu-e & ate My Commissi.n Expir s: 2,10 .W0T'AUV!0NNO i'MMM ,.°1 p 910Z'Ot •Nnr:s3111dx3 , .:Ti- 11 Tyb90333#N0ISSIWW00-''', 74.0011. E /9I SV ' 4.001 Owner's' Signature . •ate tI n'1 C Owner's Name (Please Prnt) 51 Notary Signature »1lyccn ckpires: WENDY LEMENZE MY COMMISSION 0 DD811259 EXPIRES: 3, 2012 Notary Public Underwriters DECK LEVEL Permanent .mount diagram for Pool Safety Fence in Compliance with building code #424.2.17 and R-4101.17.1.15-04 1 1 INCH ROUND POST L - BRACKET ATTACHED TO POLE AM) DECK Hex screw to be Lastest L - bracket to pole and deck 1 Steve Schatzberg 361-333-1979 800-700-4114 www.babpguardfsnca con We Never let Our Guard Down'TM 131113Y GUARD"' Removotsle Mesh Pool Fences Manufacturers Specifications Load Test Results The sample below was tested by pull testing horizontally 36" from base with accu- force 250 force gauges, s/n 62988075 X -pole 64.4 with .063 aluminum extrusion pole. Baby Guard mesh tested tensile strength ASTM D GRAB METHOD @ 157LBS. BURSTING STRENGTH MULLEN TESTER ASTM D 5034 D, 3786, 3787 and g 53 @ 257 LBS. Completed pool fence is assembled with x -pole and Baby Guard mesh tensioned between x -poles, comprising of 5 poles per 10 foot or 12 foot section. Poles inserted with plastic composite sleeves into pool decking (ie.: Sand set pavers, Concrete, Wood) and sections connected with safety connectors. The product completely assembled and installed will withstand 321.4 lbs burst. All mesh has a minimum of 90% transparency testing results provided by; American Test Labs of South Florida and Nutting Engineers of Florida Testing and Consulting Services. Testing report -ATL report # 0808.03-03 in conjunction with Baby Guard Inc. Paver decks less than 2.5" thick will have a cement footer around sleeve to be in compliance with buildingcodes. In compliance with ASTM Standard F-2286-05 In compliance with Building Code # 424.2.17 pool barrier 2004 In compliance with California Code 1159920-115929 In compliance with R-4101.17.1.15fbc-04`° Minimum fence height is 48" Fence will be installed a minimum of 20" off pool's edge Fence will be permanently attached in one area (a tool must be used to remove fence). Z00/L00I21 L£ZS£8$L99 11/28/2006 11:08 9547416951 DriotUUNRU ur Wrb BABY GUARD INC Baby Guard ground installs spec Oc- tjvv Irvv i PAGE 03/03 Al) ground installs are set in a 6 inch x 6 inch quick Crete tooter, with a 18 inch pvc dirt spike. Baby guard 5299 hiatus rd sunrise Florida 33361.954-741-6351 T 30: SCK r' 0 0 FENCE BY OTHERS DECK JETI20 L.F. OF TYP. OF 4) • BABY FENCEr, POOL INLETS TYP. OF 4) PER PER 424.2.2 I .5 u MAINDRAIN G' x 18" RECESSED SWIMOUT WITH TILED EDGE 32' 1 2V - I OOW LIGHT TYP. OF I ) I/_ 9'-G" R SKIMMER TYP. OF I ) 0 DECK = 1 265 5.F. 6 DEEP SUNSHELF WITH TILED EDGE , (I) SAVI LIGHT, AND UMBRELLA HOLE LANDSCAPE SCREEN PER CODE EQUIPMENT LOCATION CONFIGURATION MAY DIFFER SE PIPING SCHEMATIC FOR DETAILS AND SIZES COVERED PATIO = 220 5.F. 40.00' THIS DRAWING I5 AN INSTRUMENT OF SERVICE COPYRIGHT • .2011 BY MA CUSTOM POOLS. INC. ALL RIGHTS RESERVED. IT 15 NOT TO BE REPRODUCED IN FART OR IN WHOLE WITHOUT 'EXPRESS WRITTEN PERMISSION. s POOL PLAN SCALE 1/8"= 1'-O" Q• POOL SPECIFICATIONS 15' X 411-0SIZE: DEPTH: PERIMETER: AREA: VOLUME: TURNOVER: PUMP SIZE: FILTER: HEATER: LIGHT(S): INLETS: CLEANING LINE: Baby Fence: CONTROLLER: INTELLI-CHLOR: POOL FINISH: HANDHOLDS: SWIMOUT SIZE: DECK TYPE: COPING: TILE STEPS: POOL ENCLOSURE: 3' TO G' 105 L.F. 565 Sq -ft. 15,603 Gals. 8.1 HR Intelli-flo 1 .5 H.P DE(FNSP-60) N/A I ) 12V -100W 4 NO WHITE GEM N/A 6' PAVERS (1 265) CAPPUCCINO YFS ADDITIONAL NOTES: 4) DECK JETS TILE EDGE OF STEPS DIAMONDS) PER PLAN I) SAVI, 3 JETS, AND UMBRELLA HOLE ON SUNSHELF VERONA VR679 BORBA TURQUOISE (NT) wU WILLSRESIDE c >-- O 1 J u - c2 O LU. LL 0 CZ DO CZ ED N Q co(L. OcO 0 CV Q 0 uJ O co 4 O Q N Q UQw PROFESSIONALENGINEER - P. E. # GG979 GENERAL NOTES FLORIDA BUILDING CODE 2010, SWIMMING POOLS AND ALL APPLICABLE COUNTY AND CITY CODES SHALL GOVERN. I . FBC 2010 424.2.6. I CONFORMANCE STANDARD: DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSVNSPI 3 ANSVNSPI 4 ANSVNSPI 5 ANSVNSPI 6 AND ANSVAPSP 7. 2. FBC 424.2.6.3 WATER VELOCITY.- POOL PIPING SHALL BE DESIGNED 50 THE WATER VELOCITY WILL NOT EXCEED I 0 FEET PER SECOND (3048 MM/S) FOR PRESSURE PIPING AND 8 FEET PER SECOND (2438 MM/S) FOR SUCTION PIPING, EXCEPT THAT THE WATER. VELOCITY SHALL NOT EXCEED 8 FEET PER. SECOND (2438 MM/S) IN COPPER. TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH ANSVAPSP 7. EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THIS REQUIREMENT. 3. PBC 424.2.6.5 PIPING INSTALLATION.- ALL PIPING MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION STANDARDS. EXCEPTION: PRIMER AND GLUE ON EXPOSED ABOVEGROUND PIPING NOT REQUIRED TO BE COLORED . 4. FBC 424.2.6.6 ENTRAPMENT PROTECTION.- FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ANSVAPSP 7. 5. FBC 424.2.8 VALVES.- ALL VALVES ON POOL PIPING SHALL CONFORM WITH SECTIONS 424.2.8. I THROUGH 424.2.8.4. G. FBC 424.2.9 WATER SUPPLY.- UNLESS AN APPROVED TYPE OF FILLING SYSTEM 5 INSTALLED, ANY WATER. SUPPLY WHICH IN THE JUDGMENT OF THE ADMINISTRATIVE AUTHORITHY MAY BE USED TO FILL THE POOL, SHALL BE EQUIPPED WITH BACKFLOW PROTECTION. NO OVER. THE RIM FILL SPOUT SHALL BE ACCEPTED UNLESS LOCATED UNDER. A DIVING BOARD, OR. PROPERLY GUARDED. 7. PBC 424.2.12.1 PRESSURE TEST.- ALL POOL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER. OR AIR. PRESSURE TEST OF NOT LESS THAN 35 POUNDS PER SQUARE INCH (P5I) (24 I KPA) FOR 15 MINUTES. EXCEMPTION: CIRCULATING PUMPS NEED NOT BE TESTED AS REQUIRED IN THIS SECTION. 8. PBC 424.2. 14.4 CONNECTIONS.- ALL WATER. HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER. 9. FBC 424.2.15 GAS PIPING.- GAS PIPING SHALL COMPLY WITH THE FLORIDA BUILDING CODE, FUEL GAS. SEPARATE PLANS AND PERMIT REQUIRED 10. FBC 424.2. 16 ELECTRICAL.- ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE; NFPA 70, NATIONAL ELECTRICAL CODE, EXCEPT ARTICLE 80; AND NFPA 70, NATIONAL ELECTRIC CODE, ARTICLE 680. I I . FBC 424.2. 17 RESIDENTIAL SWIMMING BARRIER REQUIREMENT.- RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH SECTIONS FBC 424.2.17. I THROUGH 424.2. 17.3 EXCEPTION: A SWIMMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH ASTM F 1346. 12. PIPING- PIPING SHALL BE SCH. 40 BEARING N.S.F. APPROVAL PER FBC 2010 R.4101 13. STEEL- REINFORCING STEEL WILL CONFORM TO A.S.T.M. G1 5 GRADE 40 14. 501L5- THE DESIGN BEARING CAPACITY FOR THIS POOL SHALL BE A MINIMUM OF 2,000 P.S.F.. 15. CONCRETE- POOL WALLS d FLOOR WILL BE PNEUMATICALLY APPLIED CONCRETE W. A MIN. 28 DAY COMP. STRENGTH OF 3,000 P.S.I. 16. TEMPERATURE- POOL OR SPA TEMPERATURE SHALL NOT EXCEED 102° F. 1 7. POWER UNES- OVERHEAD ELECTRICAL POWER LINES SHALL BE LOCATED A MIN. OF 10 FEET FROM POOL WATERS EDGE AND UNDERGROUND ELECTRICAL POWER LINES SHALL BE LOCATED A MIN. OF 5 FEET FROM THE POOL WATERS EDGE OR. IN ACCORDANCE WITH NFPA 70, NATIONAL ELECTRJCAL CODE, ARTICLE 680. 18. NATIONAL ELECTRIC CODE- ELECTRICAL AND ALL BONDING SHALL BE IN COMPLIANCE WITH ARTICLE 680 19. NOTE I - POOL LOCATION -THE DESIGNER AND THE ENGINEER. ASSUME NO RESPONSIBILITY TO THE LOCATION OF THE POOL, PATIO AND EQUIPMENT ENCROACHING INTO EASEMENTS, OR. SETBACKS. 20. NOTE 2- PLAN PROPERTY -THE PLANS REMAIN THE PROPERTY OF THE SPECIFIED DESIGNER, ENGINEER. AND CONTRACTOR. AND CANNOT BE TRANSFERED WITHOUT WRITTEN PERMISSION FROM THEM. THIS DRAWING I5 AN INSTRUMENT OF SERVICE COPYRIGHT • •201 I BY AAA CUSTOM POOLS. INC. ALL RIGHTS RESERVED. IT IS NOT TO BE REPRODUCED IN PART OR IN WHOLE WITHOUT EXPRESS WRITTEN PERMISSION. I ) 8 AWG BARE SOLID COPPER WIRE, ALL AROUND POOL PERIMETER WITHIN 18"-24" FROM WATER'S EDGE AND 4"-6" BELOW GRADE. JUMPER SHALL BE INSTALLED IN AT LEAST 4 LOCATIONS EQUALLY SPACED AROUND THE PERIMETER OF THE POOL OR SPA W/APPROVED TERMINATION DEVICE 2) #3 CONT. 8 AWG BARE SOLID COPPER. BONDING JUMPER. 3 @ 12" 0.C.E.W. MIN. 3" COVER (CENTER) STEELTEX FORM, MASONITE OR MIN. I /8" PLYWOOD 3 @ 12" 0.C.E.W. BOTTOM CENTERED FOR DEPTHS UP TO 6' DEEP. 6" MINIMUM THICKNESS TYPICAL WALL SECTION NOTE: SOLID COPPER. WIRE 15 REQUIRED WHEN BURIED IN THE SANDSOIL UNDER A BRICK OR PAVER. DECK TYPE SURFACE. THE FOLLOWING PARTS MUST BE BONDED TO THE EQUIPOTENTIAL BONDING GRID: A) METALLIC PARTS, B) UNDERWATER LIGHTING, C) METAL FITTINGS, D) ELECTRICAL EQUIPMENT (PUMPS, HEATERS, ETC.), E) REBAR IN POOL STRUCTURE, F) METAL CABLES, G) METAL PIPING, H) FIXED METAL PARTS, I) METALLIC SURFACES OF ELECTRJCAL EQUIPMENT. BULLNOSE BRICK WATERLINE TILE 6" 2) #3 CONT. 43 © G" 0.C.E.W MIN. 18" LAP IN FLOOR SUNSHELF / STEPS DETAIL i 2 BULLNOSE BRICK WATERLINE TILE 6" 2) #3 CONT. TILE TOP OR. FRONT 3 @ 12" 0.C.E.W SEE TYPICAL WALL SECTION) SW(MOUT / BENCH DETAIL 4" THICK REINFORCED r CONCRETE SLAB PER F.B.C. 1820.3 11 I FILTER BASE HEATER IF INDICATED) 9 PUMP MOTOR(5) NOTE: ALC ANCHOR. BOLTS THROUGH BASE TO BE 3/8" LAG BOLTS FOR ALL EQUIPMENT NEEDED. SEE MANUFACTURER SPECS. FOR ANY ADDITIONAL DETAILS OR. ANCHORING POINTS. • COMPLIANT WITH FLORIDA BUILDING CODE 2007 POOL EQUIPMENT ANCHORING TOTAL L.F. 7 AVV40-404944.4*"..**; I, USE #3 @ 1211 O.C. E.W. USE #3 @ G" O.C. E.W. IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL LESS THAN 8'-0" DEEP AND SPECIFICALLY DESIGNED FOR. DIVING. THIS POOL 15 NOT DESIGNED FOR DIVING. 5'-G" co MAIN DRAIN PER lD i— R4101.21.3 22'-6" WATER LINE 41'-G" I :7 SLOPE MAXIMUM LONGITUDINAL POOL SECTION I I' -G" x I 46" 77;77.7-Z7.-7; +42" kLLLLLILLILLLII titattatitl aiSSOfill 3G" 30" 24" 18" 12" G" RISER LEGEND JUL,7 2012oil ' R ei, FEIV•••'4 moi_ i:<‘ ss •0 R ... aG, iii3ONA i N 0 N H 0 5 0 Q Q PROFESSIONALENGINEER - P. E. # GG979 APPROVED AN51-ASME I 12.19.8-2007 DRAIN COVERS TO BE FASTENED W. SCREWS ROCK BED WELL POINT PER R4101.21.4 HYDROSTATIC VALVE I 1 /2" dip VENT LINE PUMP SUCTION WELL POINT DETAIL 32° X 3-1/2" MAIN DRAIN WITH APPROVED COVER ANSI/ASME 1 2.19.8-2007) Addendum 8a-2008) 316 GPM FLOOR. 208 GPM WALL N_ 1" VENT LINE TO GRADE PUMP SIZES AVG. FLOW VENT SIZE MAX. LENGTH 3/4 N.P. 45 GPM I' 62 FT. I H.P. GO GPM I" 73 FT. 1 1/2 H.R 75 GPM 1' 92 FT. 2 H.P. 100 GPM I' 122 FT. 2 I/2 H.P. 135 GPM 1' 165 FT. 3 H.P. 145 GPM I' 177 FT. SEE PIPING SCHEMATIC FOR PIPE SIZE ONE H.P. PUMP FLOW RATE 60 GPM @ 60' TDH, 60X7.48) = 0.1 3369 CUBIC FT. PER SECOND. FLOW X 3 SECONDS (CODE REQ.) = MAX. SIZE OF OPENING. O. 13369 X 3 = 0.401 I CUBIC FT. AREA OF 1' VENT PIPE _ .00545 SQ. FT. THE ALLOWABLE LENGTH = 0.401 I / .00545 = 73.6 FEET THEREFORE, FOR A I H.P. PUMP 4 I " VENT LINE, THE MAX. LENGTH OF PIPE 15 73.6 FEET. NOTE: THE VENT SYSTEM WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAX. OF 4.5 IN. OF MERCURY. LABEL: VENT POOL SAFETY DEVICE DO NOT HANDLE MAIN DRAIN DETAIL POOL COVERS: HEATED POOLS SHALL BE EQUIPPED WITH A VAPOR. RETARDANT POOL COVER ON OR AT THE WATER. SURFACE. POOLS HEATED TO MORE THAN 90°F SHALL HAVE A POOL COVER WITH A MIN. INSULATION VALUE OF R-1 2 13-4 12. I .ABC.2.6.2. 424.2.14.5 RELIEF VALVE: A PRESSURE REUEF VALVE SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE WATER. HEATING EQUIPMENT. T1115 DRAWING IS AN INSTRUMENT OF SERVICE COPYRIGHT • .201 I BY AAA CUSTOM POOLS. INC. ALL RIGHTS RESERVED. IT I5 NOT TO DE REPRODUCED IN PART OR IN WHOLE WITHOUT EXPRESS WRITTEN PERMISSION. POOL PIPING SCHEMATICS NOTE: AUTO FILL LOCATION TO BE DETERMINED IN FIELD HOSE BIBB TEE BACKFLOW_ PREVENTER I BY PLUMBER I SHUT OFF VALVE BY PLUMBER I BY AAA CUSTOM IPOOLS 1-1/2" TO POOL POOL I " STUB OUT AUTO WATERFI LL DETAIL HOUSE 2 X 4 BRACE @ 24" 0.C. ANCHORED TO SLAB W\WEDGE ANCHOR AND NAILED TO SHORING W. 2- 16d POOL WALL NOTE: SHEETING TO REMAIN IN PLACE UNTIL BACKFILL. SEE PLAN FOR DIM. EXISTING HOUSE FLOOR OR EXIST. PATIO. IT CONT. 2 X 4 IIAIIII, zJi=lft=_ I I—II " 41-I—III-1 I pI =LI 3-" SHORING DETAIL 1 III=`M=M 3/4" PLYWOOD SHEATHING ON 2 X 4 VERTICAL BRACE @ 2' O.C. DRIVE BRACE A MIN. 18" INTO EXISTING GRADE I" PIPE FROM DRAINS 1uI Fr) GRADE MESH END OF i. VENT PER CODE VENT LINE DETAIL 3-#12 IN I/2 COND. WP MANUAL STARTER SWITCH (TYP) TO SERVICE PANEL WP GFI 10' TO 20' FROM WATER - TIME CLOCK 48" MIN. POOL DECK I 8" LEVEL MIN. 18° MIN. BELOW WATER 1 2V- I OOW LOW WATER CUT OFF DEVICES 2 JUNCTION BOX(ES) SPST TOGGLE SWITCH 300W 12 VOLT TRANSFORMER 3-#12 IN 1/2 COND. 1817 HIGH -VELOCITY HURRICANE ZONES - EXCAVATIONS. 1817.1 GENERAL. UNTIL PROVISIONS FOR PERMANENT SUPPORT HAVE BEEN MADE, ALL EXCAVATIONS SHALL BE PROPERLY GUARDED AND PROTECTED 50 AS TO PREVENT THEM FROM BECOMING DANGEROUS TO LIFE AND PROPERTY AND SHALL BE SHEET PILED, BRACED AND/OR SHORED, WHERE NECESSARY, TO PREVENT THE ADJOINING EARTH FROM CAVING IN; SUCH PROTECTION TO BE PROVIDED BY THE PERSON CAUSING THE EXCAVATION TO BE MADE. ALL EXCAVATIONS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF FLORIDA STATUTE 553.60, "TRENCH SAFETY ACT, -AND 29 -CFR I 92G-650 (P) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION SAFETY ACT.••NO EXCAVATION, FOR ANY PURPOSE, SHALL EXTEND WITHIN 1 FOOT (305 MM) OF THE ANGLE OF REPOSE OF ANY SOIL BEARING FOOTING OR FOUNDATION UNLESS SUCH FOOTING OR FOUNDATION 15 FIRST PROPERLY UNDERPINNED OR PROTECTED AGAINST SETTLEMENT. OUTSIDE ANGLE OF REPOSE GREATER THAN 5' 6" THICK WALL W/ #3 @ 12" O.C.E.W. 3' TO 5' G' THICK WALL W/ #3 @ 6" O.C.E.W. 0 TO 3' 8" THICK WALL W/ #3 @ 6" O.C.E.W. 5' k— ANGLE OF REPOSE HOUSE OR COLUMN k FOOTER 5' 4' PER FBC 1804.1 , EXCAVATIONS RELATED TO ANGLE OF REPOSE. THE DETAIL ABOVE 15 REPRESENTATIVE OF A 5' DEEP POOL SECTION ADJACENT TO A STRUCTURE WITH A FOUNDATION DEPTH OF 1 2". THE EXTRA STEEL, SHEATHING AND SHORING APPLIES ONLY TO THOSE AREAS OF THE POOL/SPA THAT FALL WITHIN THE ANGLE OF REPOSE. FOR OTHER DEPTHS, THE ANGLE OF REPOSE IN WHICH EXTRA STEEL, SHEATHING AND SHORING ARE REQUIRED SHALL DE DETERMINED BY THE FOLLOWING: IF POOL STRUCTURE 15 WITHIN AN AREA EQUAL TO DEPTH OF POOL MINUS ADJACENT FOUNDATION DEPTH PLUS I' OF AN EXISTING STRUCTURE, THEN SHORING AND/OR SHEATING AND/OR EXTRA STEEL 15 REQUIRED, i.e, (POOL DEPTH) - (ADJACENT FOUNDATION DEPTH) + I' ONE PUMP MOTOR(5) I" NON -CORROSIVE NOTE: ALL ELECTRICAL SHALL CONFORM COND. W. N.E.C. ART. 680. GFCI- PER MANUFACTURES SPECIFICATIONS ELECTRICAL DIAGRAM IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W. #8 WIRE cn Oi'• co ztu v SIUzQtr WILLSRESIDENCE JUL 1 7 2012 IIIIIIIIII_ i E 0. F'4_.: r S •¢ 0; ATE • :: pRI0P• o, BONA Sx0 % 4111 II m einit" N O N N 0 LO CO uJ 0 Q ASPS/ANSI — 15 SWIMMING POOL ENERGY EFFICIENCY COMPLIANCE INFORMATION NOTE: These Requirements apply ONLY to the filtration pump Calculated Flow Rate (CFR): CFR = (Pool water volume) 15,603 360 = 43.3 gpm Note: If Pool Water Volume < 13,000 gpm, the calculated flow rate or 36 gpm whichever is greater = Filtration Flow Rate Auxiliary load on the filtration pump? NO Calculated Auxiliory flow rote N/ gpm Moximum Flow Rate 43.3 gpm greater of the filtration flow rate or the auxiliary flow rate if the auxiliary flow is powered by the filtration pump) Minimum suction side filtration pipe size @ 6 fps 3 in. Minimum suction side branch pipe size @ 6 fps 3 in. Minimum return side filtration pipe size @ 8 fps __2.5in. Minimum return side branch pipe size @ 8 fps __2.in. Note: pipe sizing requirements apply ONLY to filtration piping, do not apply to auxiliary load piping. Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5' 6" Nominal GPM 0 6 fps 38 63 90 138 185 238 374 540 Nominal GPM 0 8 fps 51 84 119 184 247 317 499 720 Filter type D.E. Size 60 Minimum Filter Area (MFA) = Filter Size x factor Factor = 0.375 gpm/ft' (cartridge) or 2.0 gpm/ft' MFA = 60 x 2.0 = 120 gpm Backwash valve SO FT D.E.) or 15 qpm/ft' max. flow through filter) YES (2 inch diameter minimum) Pump Selection as Listed on Curve A Curve A (less than 17,000 gal) or Curve B (greater than 17,000 gal) Make: PENTAIR Model IN"IELLIFLO VS -3050 011013 Flow Rote 18 gpm @ 850 rpm flow rate S maximum filtration flow rote) Pump Control model Control for low speed default within 24 hr. YES STD TIME CLOCK Heater Model NJA Gas Heater efficiency rating __ NJA (no pilot light) Heat Pump efficiency C.O.P._— EOUIPMENT PIPING: Minimum 4 pipe diameters in front of pump and minimum 18" after filter for future solar. Directional return fittings to be installed. ASPS/ANSI — 7 SUCTION OUTLET SAFETY COMPLIANCE DATA SHEET THIS DATA IS FOR THE: POOL Options: POOL or AUXILIARY (Spa, Features(s), etc.) or SUCTION OUTLET(S)) System drains quantity 1 Is the system drain(s) Single unblockoble (channel drain) If single unblockoble, indicate model and flow rating) Drain make and model Listed cover flow rate AOUASTAR J 32CDFL101 316 gpm @ 3.9 fps System Moximum Flow Capacity Method of determining system Maximum Flow A — Maximum flow from the pump curve B — Total dynamic heod calculation per attached calculotion sheet) C — Simplified total •dynamic head Pipe friction loss --- filter heod loss heater head loss Total 146 gpm Capacity. Suction Pipe Size: Branch piping size _ N1A _ in @ 6 fps or lower Trunk line size 3 in @ 8 fps or lower A YES 6' x 15" RECESSED SWIMOUT WITH TILED EDGE FENCE BY OTHERS 120 L.F. OF BABY FENCE POOL INLETS TYP. OF 4) PER PER 424.2.21.5 11 11 II II II II II II 41h III 111 111 til J )Jj 1 2V - I OOW LIGHT TYP. OF I ) 012POP zm j a1 IL — t' LLI Inm OZ CD 11-1 Z Q t_ 0 5 4'14 I f4J I " VENT LINES @ GRADE LANDSCAPE SCREEN PER CODE EQUIPMENT LOCATION CONFIGURATION MAY DIFFER 1 11111 111111 111111 111111 1 11111 11111 1 11111 1 11111 111111 11111 11 11111 II illi DECK = 1265 5.r. 6" DEEP SUN -SHELF WITH TILED EDGE , (I) SAVI LIGHT, AND UMBRELLA HOLE u COVERED PATIO -- 220 220 S.F. 40.00' NOTE: THE SQUARE FOOTAGES ARE SUBJECT TO CHANGE . BASED ON THE ENGINEERED DRAWINGS NOTE: ALL DIMENSIONS ARE APPROXIMATE AND ARE PLUS OR MINUS. FIELD MEASUREMENTS WILL SUPERSEDE DIMENSIONS NOTED ON CUSTOMER SIGNED PLANS. JUL 1 7 2012 IIIIHI/I,,IF•)q/fr'1,• tC• THIS DRAWING IS AN INSTRUMENT OP SERVICE COPYRIGHT • •201 I BY AAA CUSTOM POOLS. INC. ALL RIGHTS RESERVED. IT IS NOT TO BE REPRODUCED IN PART OR IN WHOLE WITHOUT EXPRESS WRITTEN PERMISSION. S A 10. ; 1Z cis° f 0 R 1 O•P .,,. 1 sin NAA Lie,`,. y uJ 0 111611 FINEV=g1 11° P4AMEt(A STOW ,k sIREET Pilkilkici 61400 la Vet PP I Pint% IMINffettalitir 111 4111 THIS SURVEY viiikizsallottiope 201F LOCATION MAP NOI 10 SCALE LOT 31 BLOCK D GOLF COURSE PARCEL G, D=05°24'46" R=486.00' A=45.91' CH=45.90' D=16°29'31" R=75.00' A=21.59' CH=21.51' LOT 30 BLOCK D ui cc:2, z oz UNDER CONSTRUCTION 2 STORY C.B.S. RESIDENCE F.F. EL=04.461 GAR. EL -03.77') PROPOSED PAVER AREA 860 so. FELT LOT 29 BLOCK D D=05°26'23" R=100.00' A=9.49' CH=9.49' PROP. 5' CONC. VW 195.791C) nr... 2_ V ourrERD"DFORD WA y104.35Tc.) PARCEL A PRWATE man24PAVEMENT Awn' GuTTER SLAB SPOT 1762/73 2-17-12 SMP FORMBOARD SPOT 1762/73 2-10-12 SMP PLOT PLAN TERRANA-L 11-29-11 SMP REVISIONS F.B./PG. DATE BY CICD LEGEND: EllhI CATCH BASIN CABLE JUNCTION BOX CENTERLINE O CLEANOUT CONCRETE MONUMENT o ELECTRIC SERVICE ELEVATION, AS -BUILT 1.11 ELEVATION, PROPOSED 4 FIRE HYDRANT FLOW ARROW IR&C LB2936, SET 1/2" LIGHT POLE - CONC. LIGHT POLE - METAL MANHOLE - SANITARY SEWER MANHOLE - STORM SEWER NAIL & TIN TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION BOX WATER METER WATER VALVE YARD DRAIN PARKLAND GOLF & COUNTRY CLUB REPLAT #2 AMBASSADOR COLLECTION JOB NO.: 030415 SCALE: 1" = 30' SHEET 2 OF 2 SHEETS 61111111014palaga% C.4141, STAEEI est I ANfaisaij serilitir 1REEf aly 6 ` 01111011> icekit1411 tla o 0 18 sioEIEASOR SF*° 00 ktifirl. LOCATION MAP NOF TO SCALE THIS SURVEY a LOT 31 BLOCK D PROPOSED PAVER AREA - 860 SO. FEET rT GOLF COURSE PARCEL G D=05°24'46" R=486.00' A=45.91' H=45.90' D=16°29'31" R=75.00' A=21.59' CH=21.51 14.0' ----r— --- n LOT 30 J N BLOCK D O o o `'a rn 8.7' PROP. 5' CONC. S/W 12.1' 18.56 41.5' 0- rJ N N O 28-0' U pwP. PAVER urw 40.00' UNDER CONSTRUCTION 2 STORY C.B.S. RESIDLNCE F.F. FL (14.45) CAR. EL=(13.77') YODEL TVRRANA-GAR-L 40.00' X 73.33' PROP. 18' PAVER DRNEWAY 0) 3o3 Fe, c D=14°47'25" R'345. pp 28.22 LOT 29 BLOCK D D=05°26'23" R=100.00' A=9.49' C H=9.49' PROP.PAVERS 2'ALLY EY GUTTRBRADFORDWAYlag. 35 (C) PRNARCEL A REET24' PAVEAlE1a ) 2 VALLEY GUTTER 12.47 SLAB SPOT 1762/73 2-17-12 SMP FORMBOARD SPOT 1762/73 2-10-12 SMP PLOT PLAN TERRANA-L 11-29-11 SMP REVISIONS F.BJPG. DATE BY CK'D LEGEND: CATCH BASIN O CABLE JUNCTION BOX CENTERLINE O CLEANOUT Qo CONCRETE MONUMENT 0 , ELECTRIC SERVICE ELEVATION, AS -BUILT 1 ELEVATION, PROPOSED 4- FIRE HYDRANT FLOW ARROW 0 0 A C>a 0 IR&C LB2936, SET 1/2" LIGHT POLE - CONC. LICHT POLE - METAL MANHOLE - SANITARY SEWER MANHOLE - STORM SEWER NAIL & TIN TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION BOX WATER METER WATER VALVE YARD DRAIN PARKLAND GOLF & COUNTRY CLUB REPLAT #2 AMBASSADOR COLLECTION JOB NO.: 030415 SCALE: 1" = 30' SHEET 2 OF 2 SHEETS TYPICAL FENCE SETION N.T.S. WALL MOUNTING DETAIL N.T.S. EMEND PICKET OR FIDSH W/ SPEAR HEAD 3/4' PICKET SNAP CAP PLATE 3/4' PICKET SNAP POST 1'X 1.6" X 0.162' CHANNEL 2' X 2' X 1/8' ANGLE OR ENO CAP BRACKET W/ (2) 1110 SHEET METAL SCREWS EACH SNAP POST ALT. TOP RAIL DETAIL N.T.S. SNAP POST TO BE SET IN CONCRETE W/ QUE-ROK OR EQUAL 3' ION. EMBED) IN DECK DETAIL N.T.S. 0.050" NEW CONCRETE le -6.1a4.4 IN GROUND DETAIL N.T.S. 1.825' 0.162 BOTTOM CHANNEL 0.287' --I 0.062 SNAP CAP PLATE 4) 114 X 3/4' STET META. SCREWS EACH COLUMN fiEtatLatgErt 1) DESIGN AND CONSIRUCNON SHALL CONFROM TO INS REQUREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION, THE 2010 ALUMINA DESIGN MANUAL. AND ASCE 7-10. 2) ALUMINUM FENCE M DESIGNED BASED ON 160 MPH MO SPEED. EXPOSURE C. 3) CONCRETE SHALL HAVE A 1JNIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 GAYS. 4) 6060-T6 ALUMMUM'ALLOY SHALL BE USED FOR ALL ALUMINUM EXTRUSIONS, UNLESS NOTED OTHERWISE. 5) 110 X 1-1/2' METAL SCREWS SHALL BE USED FOR ALL CONNECTIONS, UNLESS NOTED OTHERWISE. 6) REFER TO SITE PLAN FOR PROPOSED FENCE LOCATION. 7) WHEN FENCE IS TO BE USED AS A POOL BARRIER, ACCESS GATES SHALL BE EQUIPPED WITH A SELF LATCHING LOCKING MECHANISM AND OPEN AWAY ERMINE POOL. DISTANCE BETWEEN GATE AND FENCE WITH GATE CLOSED SHALL BE LESS THAN 1/2' WINN 18' OF THE LOCKING MECHANISM. THE LACKING MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE GATE WHEN IT IS WRHLN 54" OF THE BOTTOM OF THE GATE. 0.168" DIA. 0.062" 0.093' 3/4" PICKET 0.168' DIAL N SNAP POST 0.475" LO 11111/1,1 AK 561) 819-0308 0.062" SNAP POST PLATE ALUMINUM EXTRUSIONS N.T.S. P1,0 4) 1/4" X 3' TAPCONS SNAP POST SNAP POST ate.+.. TOP CAP Y 6 1/4" STIFFENER 1YP. OF 2) 4) 114 X 3/4' SHEET METAL SCREWS EACH COLUMN 1/4' STIFFENER TYP. OF 2) 4) 1/4" X 3' TAPCONS CONCRETE SLAB 5' X 1/4" THICK SQ. BASE PLATE EDGE OF CONCRETE PLAN 3' IAN. 3" MIN. SECTION SURFACE MOUNTING DETAIL N.T.S. 5' X 1/4" THICK SQ. BASE PLATE BOCARATON, t)%, ., -,7^,- .F, ,.•ii..% ?.. 4, ,..1F:i . ' .;'r. 1.V.• '',,,:-.K.: 'r$4." 1r ''' '-'1;;:.,):. .: .`;•',6 .7 re.4 .,4-1, ..-, v„.• y„.p •. ,,..,,,,,,,;:„ - rv, 3T/ -1, 2.1.,.. c;..P.E; „:4.4.z!..ti ..., ;:...-0.23 V. ,ti.A1..77A tc etkr,.! . v---..: 'I..4 '., ..... A 4') r•N. -.rr-"P .0. ,..! i ,,,r7.1 i.,..;',1- 3,444 ....;-Pr7 ,T.i.%•41.1),, '41 f 1- - -t - - t •"1 1 k , , ."*'..* .*:' g `I •S'rr ' , .10 ;., . 2;11', ,, r ' ' q.r.,: V A ' ' A . A Sge" ..,..7: :, -r7 ,v1-- ..r,,,r..,r, -mod, ;•f -..,,,,a '.., 44,44.4, . ., t - -4 i1 -1 0 ," L. : " -,'' 4 ,11...., . •3:".:,'t444A) ..1 A 5.'; 4 I74:;!./ • Jr ;AO."... :, r.' : ..r.iv!'‘,••1 X .371, ,-' .",11.1.7;". 7). r./.") ' --;-' t . 1. --\ s . . ' i'istr;:-..., AI/ ' :.;1: r . -'14-! .47,Tv,74 . 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L.L., 1 i r 0 PAAC Owners Responsitety Ob'' Amodation Approval CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 07/19/2012 Permit Number: 2012070300 Lot : 30 Block:D Subdivision:PGCC2*DE Job Address: 8133 BRADFORD WAY Work Description: POOL/DECK/FENCE Contractor AAA CUSTOM POOLS INC Phone: (561)493-8841 DEPARTMENT Date Denied Date Approved Initials 7Z-ONING-'' 7 k ,Okv,.... II, LANDSCAPING ENGINEERING FIRE STRUCTURAL4'• i 17ELECTRICAL1 2(_a_.,<,..:7,- 7 ctI -PLUMBING-...4 MECHANICAL IN x; i•A'" "i",t Ar't I t . k kr - ' I O1 J2 --)t'-19 !A -)"-341- ci j40 .44 N , I' ( x; f-- Cr' JO": 111'4, t • '',41 :T • ' \AY1 4 It 4 ••6 • 17, T rf.• t. 1.Nr.V..Ati 3 173..e•4 • N \+'"• TAT -7;Ci J FLORIDA iT TRESS - 954 975-3384Ax( 95) 975-8980 PO3PAM4M4cH,IFL33D City. Of Parkland Building Services 6600 University Drive Parkland, FL 33067 PROJECTCT N E AND DRESS:"TER i M 1° %VA -I ss al LoT ,g6 CONTPzC! OR/BUULD EP: MODEL: _ STkTENl: p,16) -g_44 --A/D TOLL g 4.07 -11E -ZS . 1 ,S 242 gLD r F- i.,certify that the etrineering for the truss listed on the attachedsealedIndexsheethavebeendesienandcheckedforerrsBance with the Florida. ;b'€fn.g code 20,0 "T]i truss system has-been des fined. to provide °ad:e.u.ate resistance to wi.nT loads and forcer, as required.,oy the.f-:a .ow g provisions: . MUS I._3ADII4G CONDITI4hIS ROO --TRi1 ES - .- -. ORTITRUSSES • TOP CHORD tWE • ` - IDP OH0P,D LIVE . 410 MP CHORD D ri MP C-HDRD-DED: 21) BMW .CHORD DEk 10 B07F0M CHORD -DEAD: ' _S TOWNN (P5F1 • S 5 TALLOAaIPSF) /S STRESS INCREASE 2S STRESS INcPEASE .. I: -o 0 it.._"d aaBlysis: SCE C- lC.P. . xpoi re catergory:_ mean roof height:—L-15/ Cothputer-'t--rogT 1 de=•an: ALPoseL" mac- for -_ Attached is a index sheet submitted. teed dance with Chapter 61G15-31.003. T e..pages numbered. • / z 1; pho;oropieS of the original des?gs.i. and approved by me. peal, h .r eL - -c am ti f that , , above ins a -i l i syfi1 1L'SL'f "GC`' tt. G best LrrlS_iV L al J t `G d belief. r Ll _ Lr . e a d correct, o the be_1_ of Till 4c'-nowled. a e an i3el e . i*•. A. YEKTAKAVASOGLU, P.E. FL.REG.;`41310 6500 W. RODGERS CIRCLE #8000 BOLA RATON , FL , 33487 NUV 2.9 2011 111111I1000!1111N,0y1KTA ICS 310 w . •• Iia T. N4 FNG`..• lrret *• lt10 NO: TRUSS I.D. NO: TRUSS I.D. NO: TRUSS I.D. ND: TRUSS l.D.' :. "--NO: 1. TRUSS'l.D. 1. 1 p/ I 41. IL 42. 3r, I C.31 I 81. 1 82. i I 1 121. 122. 161: I 162.: 12. 1C- 1 3. F--6 1 43. 1 Ei-Tc 1 33. 1 1 123. 63.- 4• 1F7- • 1 44.' 1 1 -as t 34. 124. 164_- 5. I -e 45. VS/9 1 85. 1 1 125. 165. 6. 1F-5 46. i1 'v.5 & 86. 1 126. 166. 7. 1 ° 47-. V C 87. 127. 167. 8. 1 .1.-1/ - 48-. /V11/4 88. 12,8. 168. 9. I. G.-1 49.illV 2_ 89. 129. 169. 10. 1 .F6...Z 50:--11 90. 130. 170. 11. F, -? : 5.1._:1 1 1 91..... 131. 171. 12.= 52. 1 / 92. 132. 1172. 13. P { 5. 1 _93.__. 1 133. 1175: 14. _. P-ir• -_. 54• 1. _1 94. 134. _ 1 _. 1._ 174, 15. 1 R 1 1 55. 1 1 95. 1. 135. 1175. -1 16. I .62- I 56. I< 1_ 96: . 1 - 136. 1 1 176. 1 17. 63 157. 1 \ 1 97. 1 I 137. 1 1 177. 18. I -6 Zit C'-- 1.58. 1 1 .•.98_ 1 1 ..133. 1 . ' 1 178. 1 19:..I C.-4 " • 59. 1 . • 1 .99.. i . - 1 139.: -, 1 1 179. 20. I =C2 . 1r -6a. 1• • I- 10Q.- •1. 140. ••- I 1$0.' 21. 1 e_,3 = 1:.; 61. 1 I-*. ioz::: 1 a-. '.14,L I.181._ I . 22. I e G.- 1. 62. I. 10.2•: 1• f4.2..- .1.182. 23. 1 C.----) 63. 103,._ i._::_143. .1 183., 24. CI 64. 1 104 1 144. I - I•:-1$4. 25. I C7- 65. 105. 1 145', 1 185. 1• 26. r 56. 106. 1 . I ...14.6,_ I 16, 27./ 67. 107. x::147. 1:-.18-7-'.- 189: 28. 28. 2. 58. 108. 1423=2 138.. - 29. f..,3 69. 109:- 149: 159. 30. 70. 110: 150. 1 19.0. 31. XS. G- 71. 111. 1 151. -• 191.. 32. 1 G-) 72. 1 1 112, I 152. 192. . 33. 1 G- Z_- 1 73. 1 1 113. I I 153. 1 193. I 34. I wI 1 1 74. 1 I 114, 154. 1 194. 35.. 1 04 Z 1 75. 1 1.115. 1 : 1 155. I 1 19.5.1 I 35. 1/03 G-1 75. .1 1 116, 1 I 155. 1 1 196. 1 37. 1JS 77. 1 I 117. 1 1 157. -1 1-197.- 38. I. 5 78. I 1.118. 1 1 158. •1 1 198.. 39. 1 5` C._1 79. .1 1 119. 1 1 159. 1I 199. 40. 1 c-3-3 1 80. 1 I 120. 1 1 160. I 1 200. I A. YEKTA KAVASOGLU, P.E. FL.REG.#41310 6500 W. RODGERS CIRCLE 48000 BOCA RATON , FL , 33487 NOV 2-9 2011 rFo mit"' 410 c_ FLORIDA QUALITY TRUSS 3120 N.W. 16th Terrace Pompano Beach, FL 33064 Main Office:1-800-331-6994 AIt.Ph:954-975-3384 - Fax:954-978-8980 flgt@bellsouth.net Customer Information: Name:Contact: TOLL BROTHERS - PARKLAN I Fill in later Address: City, State, Zip: Salesman: PAUL BRANCALEONE Designer: CRAIG MARTIN 1 Engineering -List Job #: 11HS242F Date: 11/15/2011 Project Information: Name: TERRANA - RENAISSANCE - LOT 30D FLOOR LOW ROOF Address: LOT 30D Region: City, State, Zip: Notes: 1 Loading: TC BC LL 40 0 DL 20 5 Engineering List Seq. Num. Qty Span Description Truss Slope TC/BC OH - L OH - R CANT -L CANT -R STUB -L Height STUB -R 1 7 27-01-04 F1 I 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 145.6 Ibs. each I, 0 / 0 00-00-00 00-00-00 00-00-00 2 7 22-11-04 F4 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 126.0 Ibs. each ,---.1 0 / 0 00-00-00 00-00-00 00-00-00 . 3 13 13-09-04 F6 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 79.80 Ibs. eachN 0 / 0 00-00-00 00-00-00 00-00-00 4 7 13-01-04 F7 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 78.40 Ibs. each :`,.'M_j 0 / 0 00-00-00 00-00-00 00-00-00 5 4 12-10-12 F8 . I 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 72.80 Ibs. each I ;1AIIPPIli,0 0 1 00-00-00 00-00-00 00-00-00 6 2 12-09-12 F9 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 74.20 Ibs. each ,\111_:0 0 00-00-00 00-00-00 00-00-00 7 1 10-04-00 F10 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 63.00 Ibs. each u - 1 00-00-00 00-00-00 00-00-000 / 0 8 2 10-00-00 I F11 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 57.40 lbs. each ,10 0 00-00-00 00-00-00 00-00-00 9 1 26-07-12 1 FG1 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 3 -Ply 1355 Ibs. each 2x4 / 2x6 00-00-00 00-00-00 00-00-00 10 1 25-10-00 FG2 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 4 -Ply 2352 Ibs. each y 2x4 / 2x6 00-00-00 00-00-00 00-00-00 11 1 25-10-00 FG3 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 5 -Ply 4410 Ibs. each 2x6 / 2x6 ; 00-00-00 00-00-00 00-00-001 12 1 14-06-00 FG4 0.00 0.00 I 00-00-00 00-00-00 00-00-00 01-04-00 3 -Ply 963.9 Ibs. each I r p I 2x5 / 2x5 00-00-00 00-00-00 00-00-00 13 1 12-09-12 FG5 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 2 -Ply 235.2 Ibs. each i. *----- 2x4 / 2x4 00-00-00 00-00-00 00-00-00 14 1 03-08-00 FG7 i 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 23.80 Ibs. each • m. • 2x4 / 2x6 00-00-00 00-00-00 00-00-00 Page 1 of 3 Engineering List Seq. Num. 15 Qty Span Description Truss 1 19-06-00 B1 127.4 Ibs. each Slope OH - L TC/BC OH - R 5.00 0.00 01-04-00 2x4 / 2x4 00-00-00 CANT -L CANT -R 00-00-00 00-00-00 STUB -L Height STUB -R 00-00-00 07-06-09 00-00-00 16 1 19-06-00 B2 119.0 Ibs. each 5.00 0.00 01-04-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 07-06-09 00-00-00 17 1 19-06-00 B3 110.6 Ibs. each 5.00 0.00 01-04-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 06-08-09 00-00-00 18 5.00 0.00 01-04-00 2x4 / 2x6 00-00-00 00-00-00 00-00-00 00-00-00 05-09-09 00-00-00 1 21-06-00 B4G 3 -Ply 1298 lbs. each 6---'' 19 5.00 0.00 01-04-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 04-03-03116-02-00 01: 88.20 Ibs. each , t 20 1 16-02-00 C2 5.00 0.00 01-04-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 04-03-03 85.40 Ibs. each 21 1 16-02-00 C3 / I I 5.00 0.00 01-04-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 03-05-03 00-00-0088.20 Ibs. each 22 1 16-02-00 C4G lb..._ 5.00 0.00 . 01-04-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 02-07-03 00-00-0092.40 Ibs. each 23 1 15-03-00 C5 5.00 0.00 00-00-00 2x4 / 2x8 00-00-00 00-00-00 00-00-00 00-00-00 05-00-09 00-00-00103.6 Ibs. each I- 24 1 15-03-00 C6 5.00 0.00 00-00-00 2x4 / 2x8 00-00-00 00-00-00 00-00-00 00-00-00 04-02-09 00-00-0095.20 Ibs. each 25 1 15-03-00 C7 5.00 0.00 00-00-00 2x6 / 2x8 00-00-00 00-00-00 00-00-00 00-00-00 05-10-09 00-00-00112.0 Ibs. each 26 1 15-03-00 08 y 102.2 Ibs. each 5.00 0.00 00-00-00 2x4 / 2x8 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 06-07-11 27 4 12-10-08 E1 67.20 Ibs. each 2x4 / 2x4 5.00 0.00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 05-10-09 28 1 12-10-08 E2 74.20 Ibs. each 5.00 0.00 01-04-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 05-01-03 00-00-00 29 1 12-10-08 E3 68.60 Ibs. each 5.00 0.00 ' 01-04-00 2x4 / 2x4 , 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 04-03-03 30 1 12-10-08 E4 // 63.00 Ibs. I -T 5.00 0.00 01-04-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 03-05-03 00-00-00each 31 5.00 0.00 01-04-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 02-07-03 00-00-00 1 12-10-08 E5G - Engineering List Seq. Num. Qty Span Description Truss Slope TC/BC OH - L OH - R CANT -L CANT -R STUB -L Height STUB -R 37 6 05-00-00 : EJ5 5.00 0.00 01-04-00 00-00-00 00-00-00 02-07-03 19.60 lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 38 5 05-00-00 EJ5B 5.00 0.00 01-04-00 00-00-00 00-00-00 02-07-03 23.80 lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 39 1 05-00-00 ; EJ5C 5.00 0.00 01-04-00 00-00-00 00-00-00 02-01-07 25.20 Ibs. each Ir 2x4 / 2x4 00-00-00 00-00-00 00-00-00 40 4 03-00-00 ; CJ3 5.00 0.00 01-04-00 00-00-00 00-00-00 01-09-03 14.00 lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 41 2 i 03-00-00 CJ3B 5.00 0.00 01-04-00 00-00-00 00-00-00 01-09-03 16.80 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 42 6 01-00-00 CJ1 5.00 0.00 01-04-00 00-00-00 00-00-00 00-11-03 8.400 Ibs. each I 2x4 / 2x4 00-00-00 00-00-00 00-00-00 43 2 07-00-02 . HJ5/ 3.54 0.00 01-10-10 00-00-00 00-00-00 02-07-00 28.00 lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 44 1 07-00-02 HJ5B 3.54 0.00 01-10-10 00-00-00 00-00-00 02-07-00 I 32.20 Ibs. each I 2x4 / 2x4 00-00-00 00-00-00 00-00-00 45 3 04-07-04 i MV5A 5.00 0.00 01-04-12 00-00-00 00-00-00 04-02-05 35.00 Ibs. each 00-00-00 00-00-00 00-00-002x4 / 2x4 46 2 04-07-04 i MV5B 5.00 0.00 01-04-12 00-00-00 00-00-00 03-04-00 30.80 lbs. each 00-00-00 00-00-00 00-00-002x4 / 2x4 47 2 04-07-04 MV5C 5.00 0.00 00-00-00 00-00-00 00-00-00 02-06-00 18.20 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 48 2 04-00-00 ! MV4 5.00 0.00 00-00-00 00-00-00 00-00-00 01-08-00 14.00 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 49 2 02-00-00 MV2 5.00 0.00 00-00-00 00-00-00 00-00-00 00-10-00 5.600 Ibs. each I 2x4 / 2x4 00-00-00 00-00-00 00-00-00 Hanger Summary SIMPSON 4=- Fits Qty Part ID Description 27 19 1 1 AHU46 AHU46 AHU26 AHU26 AGUS26-2T AGUS26-2T AGUS26-3T AGUS26-3T Trusses: 130.00 Page 3 of 3 Job:(11HS242F) / F1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Truss must be installed as shown with top chord up. DESC. = F1 PLT.TYP:WAVE 1112X4 6 2X4( 1a• 3X8[2] e— 2'6" 1112X4 II12X4 =4X6 3X4[4] =3X5[7] 3X6[151 3P4 1112X4 12'9-1/4" .=:-.1)..S10 14'4" 2x6 continuous strongback. See detail STRBRIBRO409 for bracing and bridging recommendations. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. JT PLATE No SIZE 2] W3X8 3] W3X5 4] W3X4 7] W3X5 15] W3X6 16] W3X4 19] W3X4 20] W3X6 22] W3X6 LATERAL CHORD SHIFT BITE O 1.25 2.75 L 1.25 O 1.25 O 1.25 1.50 R 1.25 O 1.25 O 1.50 3.25 R 1.25 2.75 R 1.25 3X8 =3X4[16] 1142X4 00W=3X4 IIl2X4 1112X4 1+ 3X6 201 III2X4 R=782# W=7-1/4" DESIGN CRR=CUSTOWTPI0002 FT/RT-12%(0%y1(0) 27'1-1/4" 3X4[19] 1X4(R) 3X6[22] 1.1 R=1915# W=4" QTY= 7 TOTAL= 7 R=878# W=4" REV. 10.01.01.0604.15 SEQ = 343855 SCALE =0.2500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.Y. l6th TERRACE POMPANO BEACH, FL 33064 Foli?. TRUSSES REQUIRE HANDLING, SHIPPING, INSTALLING AND REFER TO$CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBCARE IN LISHEDHED BY TPI (TRUSS PLATENS TUTE,BRACINti. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSSCOUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR., ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FORTHETRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OFTHIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.0psf 20.0psf 5.0psf 0.0psf 65.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 270104 DUR.FAC. 1.00 JOB #: 11 HS242F SPACING 24.0" TYPE SY42 Job:(11HS242F) / F4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N - Webs 4x2 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be Installed as shown with top chord up. DESC. = F4 PLT. TYP: WAVE 2'6" - 2x6 continuous strongback. See detail STRBRIBR0409 for bracing and bridging recommendations. H1) = (J) Hanger not calculated (4)2x6 SP SS supporting member. Deflection meets U360 live and 1J240 total load. JT PLATE No SIZE 2] W3X8 3] W3X5 4] W3X4 7] W3X4 9] W3X6 13W3X5 14] W3X4 17] W3X4 18] W3X6 LATERAL CHORD SHIFT BITE O 1.25 2.75 L 1.25 O 1.25 1.25 L 1.25 2.75 L 1.25 2.25 R 1.25 O 1.25 1.25 L 1.25 O 1.25 E W =3X4 I =3X5f31 1112X4 1112X4 =3X6[91 1112X4 =3X5[131 1112X4 1112X4 =3X6[18] IVt 1+ 3X4[14] 113X4[4] =3X4[7] 2X4 W=3X4 =3X10 . 3X4[17] 12'11-1/4" 10' 112X4 62X4( 1.4 3X8[2] R=798# W=7-1/4" DESIGN CRIT=CUSTOWTPI.2002 FTIRT=I2%(014I 1(0) 22'11-1/4" R=1653# W=4" QTY= 7 -TOTAL= 7 R=597# H = H1 SEQ = 343669 REV. 10.01.01.0604.15 SCALE =0.2500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER TINSTALLING ANDOSCSI (BUILDINGRNIG.. TRUSSES OMPONEN SSREQUIRE AFETY INFORMATION), PUBLISHED BY TPI (TRUSS CARE IN FABRICATING, HANDLING, PLATEIN T TUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BEPER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEALON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 20.Opsf 5.Opsf 0.Opsf 65.Opsf REF DATE 11-15-2011 DRWG CM 0/A LEN. 221104 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 Job:(11HS242F) / F6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. 1=3X$[1] DESC. = F6 PLT. TYP: WAVE 2'6" III 1X4 2x6 continuous strongback. See detail STRBRIBRO409 for bracing and bridging recommendations. H1) = (J) Hanger not calculated (5)2x6 SP SS supporting member. Deflection meets L/360 live and U240 total load. JT PLATE No SIZE 1] W3X8 4] W4X8 6] W3X4 9] W3X4 12] W3X6 LATERAL CHORD SHIFT BITE O 1.50 3.75 L 1.25 O 1.25 O 1.50 O 1.50 X4 R=888# W=7-1/4" DESIGN CRIT=CUSTOWTPI.2002 FT/RT=12%(0X)I 1(0) 13'9-1/4" QTY= 13 TOTAL= 13 R=887# H = H1 REV. 10.01.01.0604.15 SEQ = 343748 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, PL 33064 ewARNjhar. TRUSSES REQUIRE EX (REME CARE IN SHIPPING, INSTALLING AND REFER TO $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NSTITUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 29/19/160A (W,HISS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/7P11 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.0psf 20.0psf 5.0psf 0.0psf 65.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 130904 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 4X8[41 . =3X4[61 3X4191 3X6[121 X4 R=888# W=7-1/4" DESIGN CRIT=CUSTOWTPI.2002 FT/RT=12%(0X)I 1(0) 13'9-1/4" QTY= 13 TOTAL= 13 R=887# H = H1 REV. 10.01.01.0604.15 SEQ = 343748 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, PL 33064 ewARNjhar. TRUSSES REQUIRE EX (REME CARE IN SHIPPING, INSTALLING AND REFER TO $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NSTITUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 29/19/160A (W,HISS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/7P11 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.0psf 20.0psf 5.0psf 0.0psf 65.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 130904 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 Job:(11HS242F) / F7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Truss must be installed as shown with top chord up. 1-3X$[1] DESC. = F7 PLT. TYP.-WAVE 1111X4 Z6" 1111X4 3X4 2x6 continuous strongback. See detail STRBRIBR0409 for bracing and bridging recommendations. Bottom chord checked for 10.00 psfnon -concurrent live load. Deflection meets L/360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 1] W3X8 0 1.25 6] W3X4 0 1.25 9] W3X4 1.25 L 1.25 12] W3X6 0 1.25 1112X4 3X6 1111X4 4 3X10 3X4[6] 0 R=845# W=7-1/4" DESIGN CRR-CUSTOWTP62002 FTIRT=12%(0%)/ 1(0) 13'1-1/4" 3X4[9] QTY= 7 TOTAL= 7 3X6[12] R=828# W=4" SEQ = 343759 REV. 10.01.01.0604.15 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W.16th TERRACE POMPANO I3EACII, FL 33064 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.0psf 20.0psf 5.0psf 0.Opsf 65.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 130104 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 J A,••••••••••••••••••=1X4(R, 4 3X10 3X4[6] 0 R=845# W=7-1/4" DESIGN CRR-CUSTOWTP62002 FTIRT=12%(0%)/ 1(0) 13'1-1/4" 3X4[9] QTY= 7 TOTAL= 7 3X6[12] R=828# W=4" SEQ = 343759 REV. 10.01.01.0604.15 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W.16th TERRACE POMPANO I3EACII, FL 33064 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.0psf 20.0psf 5.0psf 0.Opsf 65.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 130104 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 Job:(11HS242F) / F8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Truss must be installed as•shown with top chord up. DESC. = F8 PLT. TYP.-WAVE III 2'6" 1X4 1111X4 2x6 continuous strongback. See detailSTRBRIBRO409 for bracing and bridging recommendations. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 2] W3X8 0 1.25 4] W3X4 0 1.25 7] W3X4 . 0 1.50 10] W3X6 0 1.50 3X6 1111X4 X8[21 3X4[4] 01 R=832# W=7-1/4" DESIGN CRIT=CUSTCMRPI-2002 FTIRTe12%(0%)I 1(0) 12'10-3/4" 3X4[7] QTY= 4 TOTAL= 4 3X6,[3 0] R=815# W=3-1/2" REV. 10.01.01.0604.15 SEQ = 343768 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3364 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, 10L33064 maw TRUSSES REQUIRE REFEHANDLING, SHIPPING, INSTALLING AND R TO SCSI (BUILD NG COMPO ENE TXTSAFNETY INFORMATION), PUBCARE IN LISHED BY TPI (TRUSS PLATE NSTITUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TP); OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118I16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL 8E PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 20.Opsf 5.Opsf 0.Opsf 65.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 121012 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 1X4(R) 2 ti. 1X4(R1= X8[21 3X4[4] 01 R=832# W=7-1/4" DESIGN CRIT=CUSTCMRPI-2002 FTIRTe12%(0%)I 1(0) 12'10-3/4" 3X4[7] QTY= 4 TOTAL= 4 3X6,[3 0] R=815# W=3-1/2" REV. 10.01.01.0604.15 SEQ = 343768 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3364 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, 10L33064 maw TRUSSES REQUIRE REFEHANDLING, SHIPPING, INSTALLING AND R TO SCSI (BUILD NG COMPO ENE T XTSAFNETY INFORMATION), PUBCARE IN LISHED BY TPI (TRUSS PLATE NSTITUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TP); OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118I16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL 8E PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 20.Opsf 5.Opsf 0.Opsf 65.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 121012 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 Job:(11HS242F) / F9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. DESC. = F9 PLT. TYP: WAVE 1112X4 3X5 3] 2'6" 1111X4 1111X4 2x6 continuous strongback. See detail STRBRIBRO409 for bracing and bridging recommendations. H1) = (J) Hanger not calculated (1)206 SP #2 Dense supporting member. Deflection meets U360 live and U240 total bad. JT PLATE No SIZE 2] W3X8 3] W3X5 4] W3X4 7] W3X4 10] W3X6 LATERAL CHORD SHIFT BITE O 1.25 2.75 L 1.25 O 1.25 O 1.50 O 1.50 3X6 1112X4 1X4(R) I + 3X4[4] X8[21 N R=826# W=7-1/4" DESIGN CRIT=CUSTOWTPI.2002 FTIRT=12%(0%y 1(0) 12'9-3/4" L 3X4[7] 3X6[10] QTY= 2 TOTAL= 2 R=825# H = H1 SEQ = 343677 REV. 10.01.01.0604.15 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER 70SCSI (BUILDING COMPONENT SAFETYES REQUIRE EXTREME INFINFORMATION), PUBLISHEDRE IN LBY TPI (TRUSS PLATENS TUTE, ING, SHIPPING, INSTALLING AND BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OFTRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OFTRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1.2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USEOF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 20.Opsf 5.Opsf 0.Opsf 65.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 120912 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 Job:(11HS242F) / F10 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP #2 NBotchord4x2SP #2 N Webs 4x2 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. DESC. = F10 PLT. TYP: WAVE 1112X4 1.1 3X4[3 2'6" 1.1 1111X4 See detail STRBRIBR0409 for bracing and bridging recommendations. H1) _ (J) Hanger not calculated (4)2x6 SP SS supporting member. Deflection meets L/360 live and 0240 total load. JT PLATE No SIZE 2W3X5 3] W3X4 4] W3X4 7] W3X5 8] W3X6 LATERAL CHORD SHIFT BITE 2.75 L 1.25 2.25 L 1.25 O 1.25 0 1.50 2.75 R 1.25 1112X4 3X6[8] 3X5[2] R=672# W=4" DESIGN CRIT=CUSTOwTPI.2002 F1/R1=12%(0%v 1(0) QTY= 1 TOTAL= 1 R=672# H = H1 SEQ = 343715 REV. 10.01.01.0604.15 SCALE =0.7500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER TSHIPPING, INSTALLING ANDOSCSI (BUILDRNIG.. TRUSSES NG COMPONENT SAFETY INFORMATIOIN), PUBLISHED REQUIRE EXTREME CARE IN Y HANDLING, TPI (TRUSS LATE NSTITUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES -TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 20.Opsf 5.Opsf 0.Opsf 65.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 100400 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 3X4[4] = 3X5[7] 1112X4 Inv 3X5[2] R=672# W=4" DESIGN CRIT=CUSTOwTPI.2002 F1/R1=12%(0%v 1(0) QTY= 1 TOTAL= 1 R=672# H = H1 SEQ = 343715 REV. 10.01.01.0604.15 SCALE =0.7500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER TSHIPPING, INSTALLING ANDOSCSI (BUILDRNIG.. TRUSSES NG COMPONENT SAFETY INFORMATIOIN), PUBLISHED REQUIRE EXTREME CARE IN Y HANDLING, TPI (TRUSS LATE NSTITUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES -TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 20.Opsf 5.Opsf 0.Opsf 65.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 100400 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 Job:(11HS242F) / F11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. DESC. = F11 PLT. TYP.-WAVE 1112X4 =3X4[3] III1 X4 H1) = (J) Hanger not calculated (1)2x6 SP #2 Dense supporting member. H2) = (J) Hanger not calculated (4)2x6 SP SS supporting member. Deflection meets L1360 live and U240 total load. JT PLATE No SIZE 2] W3X5 3] W3X4 4] W3X4 7] W3X5 8] W3X6 LATERAL CHORD SHIFT BITE 2.75 L 1.25 2.25 L 1.25 O 1.25 O 1.50 2.75 R 1.25 1112X4 2'6" 3X6[8] 3X5[2] 3X4[4] R=650# H = H1 DESIGN CRR=CUSTOIMPI.2002 FTIRT=12%(0%)I 1(0) 10' 3X5[7] 4000\ 1112X4 QTY= 2 TOTAL= 2 R=650# H = H2 SEQ = 343696 REV. 10.01.01.0604.15 SCALE =0.7500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 REFER TSHIPPING, INS1ALLING ANDbBcSI (BUILDNG COMPONu.. TRUSSES ENT fREMAFFEXETYIN ORMATIOCRE ININ), PUBLISHED BY TPI (TRUSS PLATE NSTITUTE, BAL 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BEPER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEALON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.0psf 20.0psf 5.0psf 0.0psf 65.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 10 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE SY42 Job:(11HS242F) / FG1 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x4 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1, W16 2x8 SP SS: W2, W4, W13, W15 2x4 SP #2 N: :W5, W7, W12 2x6 SP #2 Dense: W6, W11 2x4 SP #1 Dense: Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires verification foraccuracy. Special bads Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC - From 410 plf at 0.00 to 410 plf at 5.94 TC - From 184 plf at 5.94 to 184 plf at 7.94 TC - From 511 plf at 7.94 to 511 plf al 26.65 BC - From 5 plf at 0.00 to 5 plf at 5.94 BC - From 455 plf at 5.94 to 455 plf at 20.00 BC - From 548 pilaf 20.00 to 548 pff al 26.00 BC - From 5 plf at 26.00 to 5 plf at 26.65 TC - 808 Ib Conc. Load at 6.94 BC - 1491 Ib Conc. Load at 4.94 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(+/-)=0.18 '", ..."1•' Component and cladding wind pressures considered for uplift reactions. I-11) = (.1) Hanger notcalculated (3)2x6 SP SS supporting member. Truss must be installed as shown with top chord up. All wind load cases on this truss have a 1.33 duration factor. PLATESHIFT + DESC. = FG1 PLT. TYP: WAVE DESIGN CRI=F8C07HVHZRESITPF2002 FTIRT"20%(0%)/ 1(0) 3 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.25° o.c. Bot Chord: 2 Rows Q 6.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" E5 Deflection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu ofstructural sheathing. MWFRS toads based on trusses located at least 15.00 (l. from roof edge. 5X6 3X5[5] Wm :4X10[9] 267-3/4" W7 =6X6 III2X 1112X4 0 4.1 3X5[21] 4X10[17] 1114X6(R)[23] m=r_ -Gi 16 WI 4X6[4] 0-1/4" R=3501# U=1258# W=7-1/4" 8 ': 51712[11] 5X12[16] QTY= 1 PLIES= 3 TOTAL= 3 8X8 1113X6[26] 6'11-1/2" - 4X6[22] R=7211# U=2660# W=6" R=11008# U=4045# W=6" R=2660# U=977# H = H1 SEQ = 364625 REV. 10.01.01.0604.14 SCALE =0.1667 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO I3EACII, FL 33064 REFER TSHIPPINGRU, INSTALLING ANDOSCSI (BUILDING COMPOENSASAFETY INFORMATION), PUBRNIG.. TRUSSES REQUIRE EXTREME CARE IN FABRICA1 LISHED BY TPI (TSS PLATE NSTITUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A (W,HISS/K) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL 014 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.0psf 20.0psf 5.0psf 0.0psf 65.Qpsf REF DATE 11-15-2011 DRWG CM 0/A LEN. 260712 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE FLAT Job:(11HS242F) / FG2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #2 N :W1, W18 2x6 SP #2 Dense: W3, W5, W7, W9, W10, W12, W14 2x4 SP #3: Special bads Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC - From 60 plf at 0.00 to 60 plf at25.83 BC - From 5 plf at 0.00 to 5 plfat 1.00 BC - From 300 plf at 1.00 to 300 plf at 14.69 BC - From 330 plf at 14.69 to 330 plf at 19.00 BC - From 5 plf at 19.00 to 5 plf at25.83 TC - 550 Ib Conc. Load at 22.50 , 25.71 H1) = (J) Hanger not calculated (3)2x8 SP SS supporting member. Deflection meets L/360 live and L/240 total load. Calculated vertical deflection is 0.73" due to live load and 0.46" due to dead load at X = 11-6-3. Truss must be installed as shown with top chord up. JT PLATE No SIZE 1] W4X5 4] W4X5 9] W3X6 11] W3X10 19] W3X10 20] W3X6 24] W3X6 25] W4X5 26] W4X5 LATERAL CHORD SHIFT BITE 3.75 R 1.50 1.25 R 1.50 1.75 L 1.25 S 1.25 S 1.25 S 1.25 S 1.25 1.75 R 1.25 3.75 R 1.50 1.25 R 1.50 DESC. = FG2 PLT. TYP: WAVE DESIGN can=CUSTOMRPI.2002 FTIRT=20%(D%)/ 1(0) 4 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition apply (1) 1/2" bolt at each bottom chord joint location. io The TC of this truss shall be braced with attached spans at 24" OC In lieu ofstructural sheathing. 3X6[5] 1111.5X4 4X5(1 =3X619 Wim'' _=MIMI 1 63X4 =4X5[4 =3X10[11] IC R=4213# 3X6[20] .4X5[26] 3X4 1111.5X4 W1q 003X6[24] LLkWili W18 1111.5X4 8X8 25'10" III 1.5X4 e QTY= 1 PLIES= 4 TOTAL= 4 8 8 =4X5[25] 3X10 19 1113X4 REV. 10.01.01.0604.15 R=4006# H = H1 SEQ = 253571 SCALE =0.1875 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954)978-8980 3120 N.W. 1611: TERRACE POMPANO BEACH, FL 33064 SHIPPING, INSTALLING AND REFER 70 $CSI (BUILD 0.• TRUSSESNG COMPONENT SAFETY INFORMATION), PUBLISHED BY TREQUIRE EXTREME CARE IN FABRICATING, PI (TRUSS PLATE INSTTUTE,BRACING. 218 NORTH LEESTR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OFAMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OFTPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 20.0psf 5.Opsf 0.0psf 65.Opsf REF DATE 11-15-2011 DRWG CM DUR.FAC. 1.00 SPACING 24.0" O/A LEN. 25100o JOB #: 11HS242F TYPE FLAT Job:(11HS242F) / FG3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x6 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1, W20 2x6 SP #2 Dense: W2, W19 2x4 SP #2 N: Special loads Lumber Dur.Fac. 1.00 / Plate Dur.Fac.=1.00) TC - From 60 pif at 0.00 to 60 pif at 25.83 BC - From 5 plfat 0.00 to 5 pBat 1.00 BC - From 449 plf at 1.00 to 449 pif at 25.83 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. DESC. = FG3 PLT. TYP: WAVE W20 W1 W2 4X5[5] =7X6 =3X5[23] =4X5[27] 4X5[1] =3X5[7 =3X4 =3X4 JX6=4X5j251 1i 1'YRY r'- R cR r1113X4 1113X4 3X6[6] =3X4 - 0714 =3X4[22] =4X6[26] 4X6[4] =3X4[8] 25'10" = 3X4 =3X6[24] W19 R=6139# R=6566# H = H1 DESIGN CRIt CUSTOMRPI.2002 FTIRT=201(0%y 1(0) 5 Complete Trusses Required Nall Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition apply (1) 1/2" bolt at each joint location. H1) = (J) Hanger not calculated (3)2x8 SP SS supporting member. Deflection meets U360 live and L/240 total load. Calculated vertical deflection Is 0.76" due to live load and 0.48" due to dead load at X = 12-11-0. Truss must be installed as shown with top chord up. JT PLATE No SIZE 1] W4X5 4] W4X6 5] W4X5 6] W3X6 7] W3X5 8] W3X4 22] W3X4 23] W3X5 24] W3X6 25] W4X5 26] W4X6 27] W4X5 QTY= 1 PLIES= 5 TOTAL= 5 LATERAL CHORD SHIFT BITE 3.50 R 1.25 3.50 L 1.50 2.25 L 1.50 3.50 L 1.25 S 1.25 2.50 L 1.25 2.50 R 1.25 S 1.25 3.50 R 1.25 2.25 R 1.50 3.50 R 1.50 1.50 R 1.25 3 REV. 10.01.01.0604.14 SEQ = 364601 SCALE =0.1250 12:„ FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 FINING.. TRUSSES REQUIRE EXIHEME CARE IN SHIPPING, INSTALLING AND RER TO SCSI (BUILDING COMPONENT SAFETY )FORMATION), PUBLISHED BY TPI (TRUSS PLATE NSTITUTE, BRACING. EF 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVEPROPERLY ATTACHED STRUCTURAL PANELSAND BOTTOMCHORD SHALL HAVEA PROPERLY ATTACHED RIGID CEILING. IMPORTANT,* FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W, WSSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEXA3 OF TPI 1-2002 SEC. 3. ASEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.0psf 20.0psf 5.0 psf 0.0psf 65.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 251000 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE FLAT Job:(11HS242F) / FG4 THIS DWG. PREPARED BY THEALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x8 SP SS Webs 2x4 SP #3 W1, W2, W4, W6, W8, W18 2x6 SP #2 Dense: Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac. 1.00) TC - From 120 plf at -0.46 to 120 plf al 14.04 BC - From 10 plf at 0.00 to 10 plf at 14.04 BC - 5102 Ib Conc. Load at 0.88 BC - 4006 Ib Conc. Load at 3.44 DESC. = FG4 PLT. TYP: WAVE W2= 12[6] 1113X4141 = 3X6 1112X4 = 3X5[18] 113X5 W4 =3X6 =3X4 =3X4[16] =4X5[18] 5X6[5] 3X4 =3X8[15] =4X5[1 b6X6 =3X6[8]14'6"3X4[17] 1112X4 1114X6[7] 4X6[10] R=8501# W=4" R=2488# W=4" DESIGN CRIT•CUSTOwrPI.2002 FTIRT=20%)0%)/ 1(0) 3 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. JT PLATE No SIZE 4] W3X4 5] W5X6 7] 2 W4X6 8] W3X6 10] W4X6 15] W3X8 16] W3X4 17] W3X4 18] W3X5 19] W4X5 20] W4X5 LATERAL CHORD SHIFT BITE S 2.25 3.75 R 1.75 3.75 L 1.25 S 4.75 2.25 R 1.25 S 2.25 S 1.25 S 1.25 2.75 R 1.25 2.25 R 1.25 S 1.25 S 1.25 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. QTY= 1 PLIES= 3 TOTAL= 3 SEQ 343149 REV. 10.01.01.0604.15 SCALE =0.1875 17- FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/166A (W.H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 20.Opsf 5.0psf 0.0psf 65.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 140600 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE FLAT Job:(11HS242F) / FG5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #1 Dense Bot chord 2x4 SP SS Webs 2x8 SP SS :W2, W5 2x4 SP #2 Dense: W3, W4 2x4 SP #3: Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC - From 410 plf at 0.00 to 410 plfat 5.94 TC - From 184 plf at 5.94 to 184 plfat 7.94 TC - From 511 pif at 7.94 to 511 plfat 12.81 BC - From 5 plf at 0.00 to 5 plf at 12.81 TC - 808 Ib Conc. Load at 6.94 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. H1) = (J) Hanger not calculated (3)2x6 SP SS supporting member. Deflection meets L/360 live and U240 total load. Truss must be installed as shown with top chord up. JT PLATE No SIZE 1] W6X8 2] W3X5 4] W5X8 7] W5X8 8] W6X8 11] W3X5 LATERAL CHORD SHIFT BITE S 2.25 S 3.00 O 1.25 O 1.25 S 2.25 S 3.00 DESC. = FG5 PLT. TYP: WAVE DESIGN CRIT-FBCOTHVNERESRPI-2002 FT/RT=20%10%Y 1(0) 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 15.00 8. from roof edge. 6X8[11 1112X4 1112X4 6X8[8 W2 W3 W4 I II'X5[2] 5X8[4] R=2915# U=1007# W=7-1/4" QTY= 1 PLIES= 2 TOTAL= 2 12'9-3/4" 5X8[7] 1113X5[11] R=3250# U=1136# 1-1= H1 SEQ = 364461 REV. 10.01.01.0604.14 SCALE =0.3750 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER TSHIPPING, INSTALLING ANDOBCSI (BUILDNG COMPONENT Su.. TRUSSES REQUIRE AETY INFORMATION), PUBE CARE IN LISHED BY TPI (TRUSS PLATENSTUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/181166A (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.0psf 20.Opsf 5.0psf 0.0psf 65.0psf REF DATE 11-15-2011 DRWG CM 0/A LEN. 120912 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE FLAT Job:(11HS242F) / FG7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 Dense Webs 2x6 SP #2 Dense :W2, W3 2x4 SP #3: Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC - From 120 plf at 0.00 to 120 plf at 3.67 BC - From 762 plf at 0.00 to 762 plf at 3.67 Component and cladding wind pressures considered for upliftreactions. All wind load cases on this Truss have a 1.33 duration factor. MWFRS bads based on trusses located at least 7.50 ft. from roof edge. DESC. = FG7 PLT. TYP: WAVE 4X5 4X5 • 1113X5 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=3.0 psf. Iw=1.00 GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live Toad. Deflection meets U360 live and U240 total load. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 2] W3X5 S 3.75 8] W3X5 S 3.75 1115X6(R) 3'8" R=1617# U=627# W=4" R=16170 U=627# W=4" DESIGN CRIT-FBCB7HNHZRES/TPI-2002 FTIRT=20%(0%y 1(0) QTY= 1 TOTAL= 1 SEQ = 254346 REV. 10.01.01.0604.15 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER TSHIPPING, INSTALLING ANDO18CSI (BUILDNG COMPONENT AETY NFORMATION), PUBREQUIRE EXTREME CARh IN LISHED BY TPI (TRUSS PLATE NSTTUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA)/ ND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. ASEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 40.Opsf 20.Opsf 5.Opsf 0.Opsf 65.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 30800 DUR.FAC. 1.00 JOB #: 11HS242F SPACING 24.0" TYPE FLAT Job:(11HS242F) / B1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N: Webs 2x4 SP #3 Filler 2x4 SP #2 N Lt Level Return 2x4 SP #3: H1) = (J) Hangernot calculated (3)2x6 SP SS supporting member. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrentwith design gravity bads. All wind load cases on this Truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 15.00 ft. from roofedge. DESC. = B1 PLT. TYP: WAVE 3X5(81 6311 0.3X4 6.114 16'10-1/2" 140 mph wind, 15.00 k mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical notexposed to wind pressure. A) Continuous lateral bracing equally spaced on member. Laterally brace TC below filler at 24" OC. Deflection meets L/360 live and U240 total bad. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 18] W3X8 S 1.25 221 W3X5 S 3.00 c5 2'4" 2X4 R1 1''4X5(111 12 0. 5X6 5 [ 2X4 5 3X6 i0 m Ui f` 5X6 3X8[18] 1 3X5[22] R=1239# U=645# RL=562/-207# W=8" DESIGN CRIT=FBCO7HVHZRES/TP1•2002 FT/RT=20%(0%y 1(B( 19'6" QTY= 1 TOTAL= 1 A) W, R=1059# U=658# H = H1 i0 Bo REV. 10.01.01.0604.14 SEQ = 364244 SCALE =0.2500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-11980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 Rmott TRUSSES REOUIRE-EX fRENEE CARE IN SHIPPING, INSTALLING AND REFER 7O SCSI (BUILDING COMPONENT SAFETY INFORMATION), PULISHEDLINGBY TPI (TRUSS PLATE NTTUTE, BHACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20I18116GA (W,HISSIK) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 190600 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE COMN Job:(11HS242F) /62. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense :82 2x4 SP #2 N: Webs 2x4 SP #3 Lt Level Retum 2x4 SP #3: H1) = (J) Hanger not calculated (3)2x6 SP SS supporting member, Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity bads. Allwind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 15.00 ft. from roofedge. DESC. = B2 PLT. TYP.-WAVE 1 16'10-1/2" 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. C, A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nalls @ 6" OC. Deflection meets U360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 17] W3X8 S 1.25 19] W3X5 S 3.00 2'7-1/2" e R=1239# U=668# RL=515/-76# W=8" DESIGN CHIT=F8C07HVHZRESRPI.2002 FTlRT=20%(0%71(0) 19'6" QTY= 1 TOTAL= 1 m bo R=1086# U=694# H = H1 REV. 10.01.01.0604.14 SEQ = 364198 SCALE =0.2500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO 13EACIL FL 33064 ryVppump"" 1 RUSSES REQUIRE EXTREME CARE IN FABRICA I INC, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING', HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 190600 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE COMN Job:(11HS242F) / B3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: H1) = (J) Hanger not calculated (3)2x6 SP SS supporting member. Bottom chord checked for 10.00 psf non -concurrent live bad. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity bads. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. DESC. = B3 PLT. TYP: WAVE 12 5 3X5(81 6-3716" 6-114 14'10-1/2" 5X6 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 R from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered foruplift reactions. Right end vertical not exposed to wind pressure. A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total bad. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 19] W3X5 S 3.00 4'7-1/2" — 5X6 3X4(R) 1 2X4 =3X4 =3X8 ro- R=1239# U=693# RL=467/-71# W=8" DESIGN CRIT"F9C071-1VHZRESITP14002 FTIRT=20%(0%y 1(0) 19'6" 3X5[19] QTY= 1 TOTAL= 1 R=1086# U=685# H = H1 REV. 10.01.01.0604.14 SEQ = 364253 SCALE =0.2500 FLORIDA QUALITY TRUSS TEL:.: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER 7SHIPPING, INSTALLING AND00C51(BUILDING COMPO ENT SAFETY INFORMATION). CAT PUBINGLISHED BY TPI (TRUSS PLATENSTUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOTBE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILDTHE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANYEUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 190600 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE COMN Job:(11HS242F) / B4G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 801 chord 2x6 SP #2 Dense :B2 2x6 SP SS: Webs 2x4 SP #3 :W4, W6, W7 2x4 SP #2 N: W8 2x8 SP SS: LI Level Return 2x4 SP #3: Special bads Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC - From 92 plf at -1.33 to 92 plf at 5.06 TC - From 46 plf at 5.06 to 46 plf at 12.67 TC - From 46 plf al 12.67 to 46 plf at 19.50 TC - From 92 plf at 19.50 to 92 plfat 21.50 BC - From 20 plf at 0.00 to 20 plf at 5.06 BC - From 10 plfat 5.06 to 10 plf at 21.50 PLB- From 10 plf at -1.29 to 10 plf at -0.10 BC - 1190 Ib Conc. Load at 5.06 BC - 710 Ib Conc. Load at 7.06 , 9.06, 11.06, 13.06 15.06, 17.06, 18.31 BC - 5910 Ib Conc. Load at 19.63 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Deflection meets U360 live and L/240 total load. - Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity bads. All wind load cases on this Truss have a 1.33 duration factor. DESC. = B4G PLT. TYP: WAVE DESIGNCRR=FBCO7HVHZRES!TPI-2002 FTIRT-20%10%y 1101 6-3/16" 3 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" JT PLATE LATERAL CHORD No SIZE SHIFT BITE 7] W3X4 S 2.25 16] W3X6 S 4.25 21] W8X12 S 4.75 12'8" 8'10" R=4426# U=1982# W=8" QTY= 1 PLIES= 3 TOTAL= 3 21'6" F.0 R=9364# U=3810# W=4" REV. 10.01.01.0604.14 SEQ = 364628 SCALE =0.1875 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 pomp.. TRUSSES REQUIRE LX1REME CARE IN FABRICATING, RSHIPPING, INSTALLING AND EFER TO SCSI (BUILD NG COMPONENT SA ETV INFORMATION), PUBLISHEDLINGBY TPI (TRUSS PLATE NST TUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORDSHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W, WSS/K) ASTMA653 GRADE 40/60 (W,K/H,SS) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ONTHIS DESIGN, POSITION PER DRAWINGS 160A -Z, ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OFTHIS COMPONENT FOR ANY BUILDING IS THERESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 210600 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE COMN Job:(11HS242F) / C1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Lt Level Retum 2x4 SP #3: H1) _ (J) Hanger not calculated (3)2x6 SP SS supporting member. Deflection meets L/360 live and U240 total bad. All wind load cases on this truss have a 1.33 duration factor. 6-3/16" DESC. = C1 PLT. TYP: WAVE 3X4(B1) 03X4 6-14. 140 mph wind, 15.00 ft mean hgl, ASCE 7-05, CLOSED bldg, nol located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and claddingwind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at (east 7.50 ft. from roof edge. 9' > e 4 s e 5'9-3/4" 12 5 2X4 4X5 III4X5(SRS)(R) III 1112X4 1'4" R=1044# U=684# RL=280/-75# W=8" DESIGN CRR=FBC071NHZRESIIPI.2002 FTIRT=20%(010/ 1(0) 5X6 16'2" C0 co 5X6 V QTY= 1 TOTAL= 1 1111 R=905# U=591# H = H1 i0 M 0 SEQ = 364332 REV. 10.01.01.0604.14 SCALE =0.3750 I°) FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W. 16111 TERRACE POMPANO BEACH, FL 33064 mum. TRUSSLS REQUIRE LX INSTALLING AND RER 70 SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUWCARLINFABRICAILISHEDLINGBY TPI ( TRUSSSHIPPING PLATENTSUTE, BRACING. EF218NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8, BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSUTPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 160200 DUR.FAC. • 1.25 JOB #: 11HS242F SPACING 24.0" TYPE SPEC Job:(11HS242F) / C2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS :T2 2x4 SP #2 Dense: T3 2x4 SP #2 N: Bot chord 2x4 SP #2 N :B2 2x4 SP SS: Webs 2x4 SP #3 :W2 2x4 SP #2 N: Lt Level Retum 2x4 SP #3: H1) _ (J) Hanger not calculated (3)2x6 SP SS supporting member. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 6-3116" 1 DESC. = C2 PLT. TYP: WAVE 3X4 6-1/41 9' 3X10 3X4(B1) 7" 12 5 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psi non -concurrent live load. Deflection meets L/360 live and U240 total load. All wind load cases on this truss have a 1.33 duration factor. 5X6 2'7-7/16" 4'6-9/16" II/4X6(SRS)(R) T3 1112X4 2 1.4" 5X6 B2 162" 3X4 4X5 16.0 V R=1044# U=697# RL=233/-95# W=8" DESIGN CRIT"F9C07HVHZRESRPI.2002 FTIRTe20%(0%v 1(0) 13'9-1/2" QTY= 1 TOTAL= 1 R=899# U=601# H=H1 i Z0 M to f0 SEQ = 364324 REV. 10.01.01.0604.14 SCALE =0.3750 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX (954) 978-6980 3120 N, W. 16th TERRACE POMPANO MACH, FL 33064 REFER 7CNE IN FABRICA1ING, HANDLING. SHIPPING, INSTALLING AND0SCSI (BUILDING COMPONENT SAETYINORMATION), PUBLISHED BYTPI (TRUSS PLATENSTUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,WSS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf 0.Opsf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 160200 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE SPEC Job:(11HS242F) / C3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T1 2x4 SP #2 Dense: Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: H1) = (J) Hanger notcalculated (3)2x6 SP SS supporting member. Deflection meets L/360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 8] W3X4 4.50 R 1.25 6-3/16" DESC. = C3 PLT. TYP: WAVE 7' 4X5 4' 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated bad along Bottom Chord, nonconcurrent with design gravity loads. All wind load cases on this truss have a 1.33 duration factor. 4X6 o---— 3'3-5/16" 1'4" 16'2" R=1044# U=723# RL=211/-78# W=8" DESIGN CRn'FBCOTHVHZRES/TPI.2002 FTIRT=2014(0%)I1(0) 13'9-1/2" QTY= 1 TOTAL= 1 R=899# U=626# H = H1 REV. 10.01.01.0604.14 i t0 f0)0) to SEQ = 364319 SCALE =0.3750 FLORIDA QUALITY TRUSS 1 w TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 WyyAppNN)N . TRUSSES REQUIRE EX MEME CANE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REPER TO RCS! (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ISHL FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE DEVIATION ENGINEERED INC.,ALNOT E RESPONSIBLE FOR ANY FROM THIS DESIGN'ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 160200 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE SPEC Job:(11HS242F) / C4G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T1 2x4 SP #2 Dense: Botchord 2x4 SP #2 N :B2 2x4 SP SS: Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: 1-11)= (J) Hanger not calculated (3)2x6 SP SS supporting member. Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Alwind load cases on this truss have a 1.33 duration factor. T6.3/16" DESC. = C4G PLT. TYP.-WAVE 12 5 p 04X6[8] 3X4(B1) 43X4 8.14. 5' 5X8 8' 1112X4 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. 1 hip supports 5-0-0 jacks with no webs. Deflection meets U360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 8] W4X6 6.50 R 1.25 16] W2X4 S 2.25 18] W3X8 S 1.25 s1a 5X8 2'0-1/8" — 1112X4 5X6(SRS) 8" 0 4X5 1112X4 1112X4[16] 82 003X8[18] 162" 3X4 5X6 c0 fV m 1'4" s 13'9-1/2" R=1505# U=647# W=8" DESIGN CRIT=FBCOTHVHZRES/lPI.2002 FTIRT=20%(0%y 1(0) QTY= 1 TOTAL= 1 R=1491# U=616# H = H1 REV. 10.01.01.0604.14 93/ SEQ = 364314 SCALE =0.3750 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 pojijap• TRUSSES REQUIRE REFEE CRL IN FABRICATING, HANULING, SHIPPING, INSTALLING AND R76 BCsi (BUILD NG COMPONENT AEXIREFETYINFORMATION), PUBLISHED BY TPI (TRUSS PLATENS TUTE, BHACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 160200 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE SPEC Job:(11HS242F) / C5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x8 SP SS :62 2x4 SP #2 N: Webs 2x4 SP #3 H1) = (J) Hanger not calculated (3)2x6 SP SS supporting member. Deflection meets L/360 live and L/240 total bad. All wind load cases on this truss have a 1.33 duration factor. DESC. = C5 PLT.TYP:WAVE 9'0-11/16" 140 mph wind, 15.16 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Componentand cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psfnon -concurrent live load. Truss checked for 250# movable concentrated toad along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at (east 15.1'6 ft. from roof edge. R=854# U=405# RL=258/-24# 15'3" 3X8 5'3-5/8" 1113X4(R 1112X4 3X4 2X4 B2 3X4 112-1/2" 3'9" DESIGN CRIT=FBCOTHVHZRESRPI-2002 FT/RT-20%(0%)l 1(0) QTY= 1 TOTAL= 1 1747 I R=859# U=570# Fir-- H1 in SEQ = 364345 REV. 10.01.01.0604.14 SCALE =0.3750 3 FLORIDA QUALITY TRUSS TEL: (954) 975.3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, PL 33064 RNIG.• RUSSES REQUIRE EXTREME CARE IN HANDLING, SHIPPING, INSTALLING ANDREFERTOSCSI (BUILDING COMPONENT ASAFETY INFORMATION), PlllLISHED BY TPI (TRUSS PLATE NST TUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOODTRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.Opsf 0.0psf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 150300 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE MONO Job:(11HS242F) / C6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x8 SP SS :B2 2x4 SP SS: Webs 2x4 SP #3 :W2 2x4 SP #2 N: H1) = (J) Hanger not calculated (3)2x6 SP SS supporting member. Deflection meets U360 live and U240 total load. All wind load cases on this truss have a 1.33 duration factor. DESC. = C6 PLT.TYP:WAVE 7-114' 6' 7'0-11/16" 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located wilhin 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Componentand cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. 2 Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at (east 7.50 ft. from roof edge. 5X6 7'3-5/8" 1113X5(R) 1'11-1/2" R=854# U=434# RL=209# DESIGN CRR=FBC07HVHZRESnPI-2002 FTlRT=20%10%y 1(0) 12'4" 3X4 QTY= 1 TOTAL= 1 I;1:IS R=859# U=552# H=H1 REV. 10.01.01.0604.14 SEQ = 364339 SCALE =0.3750 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. I6th TERRACE POMPANO BEACH, FL 33064 REFER 7AND 0 SCSI (BUILDING COMPO ENT SAFETY INFORMARNIar. TRUSSES REQUIRE-0(TREME CARE IN TION), PUBLISHED BY TPI (TRUSS PLATE SHIPPING, INSTALUSTTIITUTE BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRAOTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.: IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,WSSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 150300 DUR.FAC. 1.25 JOB #: 11 HS242F SPACING 24.0" TYPE MONO Job:(11HS242F) / C7 THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x6 SP #2 Dense :T2 2x4 SP #2 N: Bot chord 2x8 SP SS :82 2x4 SP #2 N: Webs 2x4 SP #3 H1) _ (J) Hanger not calculated (3)2x6 SP SS supporting member. Deflection meets L/360 live and 11240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4] W3X4 2.75 R 1.50 5] W2X4 S 2.25 DESC. = C7 PLT. TYP: WAVE 7-114" 8' 12 == 5 p 010310 1112X4 1112X4 4[4] N __ 1112X4[5] =3X4 15'3" I# 11'0-11/16" 140 mph wind, 15.57 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCp1(+/-)=0.18 Component and cladding wind pressures considered for uplift reaclions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. , Truss checked for 250# movable concentrated bad along Bottom Chord, nonconcurrent with design gravity loads. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located atbast 15.57 ft. from roof edge. 1'10" 7X6 2X4 10'11" R=844# U=279W RL=301/-27# 1-1= H1 DESIGN CRR=FBCOTHVHZRES/TP42002 FTIRT=20%(0%)/ 1(0) 4'0-1/2" R=860# U=559# QTY= 1 TOTAL= 1 i SEQ = 364618 REV. 10.01.01.0604.14 SCALE =0.2500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120N.W, I6th TERRACE POMPANO BEACH, FL 33064 FINING.* TRUSSES REQUIRE EX fREME CARE IN REI SHIPPING, INSTALLING AND R TO SCSI (BUILDING COMPONENT SAFETY IN FABRICATING, PULISHEDLINGBY TPI (TRUSS PLATE NSTUTE,BHACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INC., SHALNNOT BE RESPONSIBLE FOR ANY " FURNISH COPY OF THIS EDEVIATON FROM THSIGN TO IIS DESIGN; ANY FAILURE OON CONTRACTOR. ALPINE EBUIBUILD TRUSS NCTS, CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf 0.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 150300 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE MONO Job:(11 HS242F) / C8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x8 SP SS :132 2x4 SP SS: Webs 2x4 SP #3 :W2 2x4 SP SS: H1) _ (J) Hanger not calculated (3)2x6 SP SS supporting member. Deflection meets U360 live and L/240 total Toad. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 3] W3X6 S 4.50 12] W4X8 S 1.25 DESC. " C8 PLT. TYP.-WAVE 12 12'10-11/16" 5 140 mph wind, 15.96 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated bad along Bottom Chord, nonconcurrent with design gravity loads. All wind bad cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 15.9611. from roof edge. C 1/2" R=844# U=277# RL=353/-30# H = H1 DESIGN CRIT=FSC07HVHZRE5nP1-2002 FT/RT=20%(0%Y 1(0) R=860# U=547# QTY= 1 TOTAL= 1 REV. 10.01.01.0604.14 SEQ = 364622 SCALE =0.2500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 Rwiwir. TRUSSES REOLIIft EX REFESHIPPING, INSTALLING AND R 7)O BCSI (BUIL1G COMPONENT/ REME SAETV INFORMATION), PUBLISHED CARE IN BY PI (TRUSS PLATE NSTITUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,WSSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE . BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf, , 10.Opsf 0.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 150300 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE MONO Job:(11HS242F) / El THIS DWG. PREPARED BY THEALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Botchord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: H1) = (J) Hanger not calculated (3)2x6 SP SS supporting member. Deflection meets L/360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 10) W3X5(R) S 3.00 6-3116' DESC. = El PLT. TYP: WAVE 3X4(81) 3X4 6-1/4" 1 12 5 p 3X4 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. All wind load cases on this truss have a 1.33 duration factor. 1112X4 in 6":30 in 1'4" R=869# U=821# RL=669/-66# W=8" DESIGN CRR=FBCO7HVFIZRESRP1.2002 FT/RT=2014(0%v 1(0) 1112X4 1113X5(R)[10] 12'10-1/2" QTY= 4 TOTAL= 4 R=710# U=854# H=H1 REV. 10.01.01.0604.14 SEQ = 364287 SCALE =0.3750 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 3120 NW. 16th TERRACE POMPANO BEACH, FL 33064 WARNIN * TRUSSES REQUIRE EX rREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO -SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 121008 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE MONO Job:(11HS242F) / E2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP SS Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Lt Level Retum 2x4 SP #3: H1) = (J) Hanger not calculated (3)2x6 SP #2 Dense supporting member. Deflection meets L/360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 13] W3X5 S 3.00 6-3116' DESC. = E2 PLT.TYP:WAVE 1113X8 3X4(81) y3X4 6.14. 11' 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psfnon -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. All wind bad cases on this truss have a 1.33 duration factor. MWFRS bads based on trusses located at least 7.50 ft. from roof edge. 12 2X4 5 1'10-1/2" v 4X5 3X4 1F/1 oolTj Pi VA 1'4" - R=869# U=557# RL=387/-61# W=8" FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 DESIGN CRIT"F8C07INHZRES/OP1-2002 FTIRT=20%(0%v 1(0) 12'10-1/2" 3X8 1113X5[13] QTY= 1 TOTAL= 1 REFER 7INSTALLING ANDOBCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBFoliG*. TRUSES REQUIRE EXTREME CANE IN LISHED BY TPI (TRUSS PLATENS TUTE,aRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION ENGINEERED CTS, INC., HLT BE RESPONSIBLE FOR ANY DEVIATION FROMTHIS DESIGN; ANY FAILURE TO BUILD THE TRUSS N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OFNDS (NATIONAL DESIGN SPEC, BYAFBPA) AND TPI. ALPINECONNECTOR PLATES ARE MADE OF 20I18116GA (W,HISSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BEPER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. R=710# U=564# H = H1 REV. 10.01.01.0604.14 SEQ = 364296 SCALE =0.3750 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 121008 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE HIPM Job:(11HS242F) / E3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: H1) = (J) Hanger not calculated (3)2x6 SP #2 Dense supporting member. Deflection meets L/360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 14] W3X5 S 3.00 3X4(61) 6-3/16"3X4 s -v4 DESC. = E3 PLT. TYP: WAVE 12 5 9' 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0,18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated Toad along Bottom Chord, nonconcurrent with design gravity toads. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at (east 7.50 ft. from roofedge. 3'10-1/2" 4X5 1113X4 R 2X4 io M M HH MCI 1'4" --s+ R=869# U=585# RL=337/-55# W=8" DESIGN cart=FBC0711VHZRESRP42002 FTIRT=20x10%v I/O) 12'10-1/2" QTY= 1 TOTAL= 1 3X8 1113X5[14] i0 R=710# U=531# H = H1 REV. 10.01.01.0604.14 SEQ = 364302 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3364 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, 1"1. 33064 name* TRUSSES REQUIRE 0( REFER TOBCSI (BUILD NG COMPO ENTSAEFEETY INMECAREORMATION), PUBLISHED Y TPI (TRUSS PLATE NTII TAD UTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC„ SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN. CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI, ALPINE CONNECTOR PLATES ARE MADE OF 20/16/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 121oos DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE HIPM Job:(11HS242F) / E4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Relum 2x4 SP #3: H1) = (J) Hanger not calculated (3)2x6 SP #2 Dense supporting member. Deflection meets L/360 live and U240 total bad. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 13] W3X5 S 3.00 DESC. = E4 PLT. TYP.-WAVE 7' 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TCDL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for upliftreactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psfnon -concurrent live load. Truss checked for 2501/ movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. All wind bad cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5'10-1/2" Loo( 1'4" R=869# U=636# RL=287/-50# W=8" DESIGN CRIT-FBC07HVHZRESRPI2002 FTIRT"70%(0%v 1(0) 12'10-1/2" QTY= 1 TOTAL= 1 R=710# U=557# H = H1 REV. 10.01.01.0604.14 SEQ = 364305 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER 70 BCSI (BUILDINGCOMPONENT SAEFETY INFORMATION),HED CARE IN BY TPILBYTPI (TRUSS PLATE NSTITUTE, ING, SHIPPING, INSTALLING AND BItACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20I18I16GA (W,HISSIK) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 121008 DUR.FAC. 1.25 JOB #: 11 HS242F SPACING 24.0" TYPE HIPM Job:(11HS242F) / E5G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Retum 2x4 SP #3: H1) _ (J) Hanger not calculated (3)2x6 SP #2 Dense supporting member. Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. All wind load cases on this truss have a 1.33 duration factor. 5' 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. 1 hip supports 5-0-0 jacks with no webs. Deflection meets U360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 111 W3X4 S 1.25 7'10-1/2" 3X4[11] 1112X4 a DESC. = E5G PLT. TYP: WAVE e- 1'4" R=1213# U=527# W=8" DESIGNCRIT:FBCOTINHZRESITPI.2002FTIRT=20%10%y 1(0) 12'10-1/2" QTY= 1 TOTAL= 1 III3X6(R) 400( R=1190# U=491# H = H1 REV. 10.01.01.0604.14 SEQ = 364309 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL (954) 975-3384 FAX: (954) 978-8980 3120 N. W. 16th TERRACE POMPANO BEACH, FL 33064 RNING. TRUSSES REQUIRE EME CARE IN FABRICA SHIPPING, INSTALLING AND RER TO SCSI (BUILDING EGCOMPONENTSATY INFORMATION), PUBLISHED NTTISHEDBYTPI (TRUSSRPLATE UTE,BRACING. EF218NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSIITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.0psf O.Opsf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 121008 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE HIPM Job:(11HS242F) / G1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Relum 2x4 SP #3::Rt Level Return 2x4 SP #3: Deflection meets L/360 live and U240 total Toad. All wind load cases on this truss have a 1.33 duration factor. DESC. = G1 PLT. TYP: WAVE 4'8" 4X5 140 mph wind, 16.21 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 4'8" 0— 1'4" ---a R=656# U=941# RL=135/-135# W=8" DESIGNCRIT-F13CO7HNHZRESTPI-2002FTIRT=20%(0%y1(0) 9'4" QTY= 2 TOTAL= 2 1'4" --D R=656# U=941# W=8" SEQ = 363967 REV. 10.01.01.0604.14 SCALE =0.5000 9/ FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8960 3120 N.W.16th TERRACE POMPANO BEACH, FL 33064 RVIFume. TRUSSES REQUIRE EXTREME CRE IN FABRICA I SHIPPING, INS1ALLING AND RR TO BCSI (BUILDIING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NSTTUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20I18I16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BEPER ANNEX A3 OFTPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.0psf O.Opsf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 90400 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE COMN Job:(11HS242F) / G2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Wedge 2x6 SP #2 Dense::Rt Wedge 2x6 SP #2 Dense::Lt Level Return 2x4 SP #3: Rt Level Return 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live toad. Truss checked for 250#movable concentrated Toad along Bottom Chord, nonconcurrent with design gravity Toads. DESC. = G2 PLT.TYP: WAVE 4'8" 4X5 140 mph wind, 16.21 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TCDL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right cantilever is exposed to wind Deflection meets U360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration factor. 4'8" FLORIDA QUALITY TRUSS TEL: (954) 975-3384 TAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 1'4" 8'8" R=585# U=547# RL=135/-135# W=8" 9'4" 1'4" -- R=727# U=654# W=8" ryyppN a QTY= 2 TOTAL= 2 REFER TO BCSI (BUILDING COMPONENTTSASAFETY NORMATION), PB SHED BY TPI (TRUSS PLATE INSTITUTE, LING, SHIPPING, INSTALLING AND BitAC(NG. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICESPRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC„ SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ONTHIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. DESIGN CRIT=FBCO7HVHZRESRPI.2002 FTIRT=20%(0%y 1(0) t') REV. 10.01.01.0604.14 SEQ = 363976 SCALE =0.5000 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.0psf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 90400 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE COMN Job:(11HS242F) / M1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Level Retum 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. All wind load cases on this Truss have a 1.33 duration factor. MWFRS loads based on trusses located at (east 7.50 ft. from roof edge. DESC. = M1 PLT. TYP.-WAVE 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 10] W3X4 S 2.75 1'4" -' R=586# U=458# RL=325/-52# W=8" DESIGN CRR=FBCO7INHZRESFTPI.2002FTIRT-20%)0%v 1(0) 7'9" QTY= 3 TOTAL= 3 tD zzrM R=445# U=388# REV. 10.01.01.0604.15 3q SEQ = 343060 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N, W. 16th TERRACE POMPANO BEACH, FL 33064 RNI.1 TRUSSES REQUIRE EX iREA& CARE IN FABRICATING, HANDLING, SI-OPPING, INSTALLING ANDREFETt 'TOBCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NTITIJTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OFAMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL 014 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.Opsf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 70900 DUR.FAC. 1.25 JOB #: 11 HS242F SPACING 24.0" TYPE MONO Job:(11HS242F) / M2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 Dense Webs 2x6 SP #2 Dense Lt Level Retum 2x4 SP 1/3: Bottom chord checked for 10.00 psf non -concurrent live bad. Deflection meets U360 live and U240 total bad. Allwind load cases on this truss have a 1.33 duration factor - 6.311& io3X4 6.114" DESC. = M2 PLT. TYP.-WAVE 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. 7' TIuas olincAcJ fur 250// nluvable gun cnLah J tuall tllOIlg 9btloPr'Chord, nonconcurrent with design gravity toads. MWFRS loads based on trusses located at (east 7.50 ft. from roof edge. 1'4" R=584# U=464# RL=306/-50# W=8" DESIGN CRIT=FBCOMVHZRESRPI0002 FTIRT=20%(0%Y 11(1) 7'9" QTY= 1 TOTAL= 1 311-15/16" N b t-41 R=430# U=331# REV. 10.01.01.0604.15 SEQ = 343062 SCALE =0.7500 FLORIDA QUALITY TRUSS 1 TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16t11 TERRACE POMPANO BEACH, FL 33064 SHIPPING, INSTALLING AND RR TO HCSI (BUILDING COMPONENT SAFETY INFORMA IIOTREME CARE ININ), PUBLISHED BY TPI (TRUSS PLATE INSi TUTE, BRACING. REFER218NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf 0.0psf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 70900 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE HIPM Job:(11HS242F) / M3G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Return 2x4 SP 1/3: 1 hip supports 5-0-0 jacks with no webs. Deflection meets U360 live and U240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 13] W2X4 S 275 6-3116" 3X4 6.1(4" DESC.= M3G PLT. TYP: WAVE Hal 5' 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Left side jacks have 5-0-0 setback with 0.0-0 cant and 1-4-0 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. All wind bad cases on this truss have a 1.33 duration factor. 1114X5(R) 2'9" 1113X4(R) H 1'4" - R=725# U=325# W=8" DESIGNCRIT=FBC07HVHZRESm'I.2002 FTIRT=20%(0%/ 1(0) 7'9" QTY= 1 TOTAL= 1 R=756# U=312# REV. 10.01.01.0604.15 SEQ = 343064 SCALE =0.7500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 REFER TSHIPPING, INSTALLING ANDOBCSI (BUILDING COMPONENT SAFFERNIGe. TRUSSES REQUIRE EXTREM TY I FORMATIOCAKE ININ), CATINGPUBLISHEDLBY TPI (TRUSS PLATENS TUTE BRACING 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20I18116GA (W,HISSIK) ASTM A653 GRADE 40(60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 70900 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE HIPM Job:(11HS242F) / EJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Level Return 2x4 SP #3: In lieu of rigid ceiling use purlins to brace BC @ 60" OC. Deflection meets U360 live and U240 total load. All wind load cases on this truss have a 1.33 duration factor. 6-3116' r3X4 v CO DESC. = EJ5 PLT. TYP: WAVE 3X4(81) 5 12 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated bad along Bottom Chord, nonconcurrent with design gravity loads. MWFRS bads based on trusses located at least 7.50 ft. from roof edge. R=198# U=306# NAILED 0- 1'4" R=452# U=413# RL=290/-71# W=8" DESIGN CRR=FBCOTHVHZRESm+I.2002 FT/RT-20%)0%)/ 1(0) 5' X QTY= 6 TOTAL= 6 R=299# NAILED REV. 10.01.01.0604.15 0/ SEQ = 344826 SCALE =1.0000 FLORIDA QUALITY TRUSSUALIITYTRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 RRTRUSSES REQUIRE EX(REME CARE IN FABRICA1 ING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,WH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ONTHIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 1 ASEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM 0/A LEN. 5 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE EJACK Job:(11HS242F) / EJ5B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Botchord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Relum 2x4 SP 113: Deflection meets U360 live and L/240 total bad. All wind load cases on this truss have a 1.33 duration factor. 6.3/16' r3X4 DESC. = EJ5B PLT.TYP:WAVE 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. b 2'4" R=1 1# U=261# NAILED 1'4" 1'1-3/8" — 1'3-1/8" 2X4 R=452# U=419# RL=264/-44# W=8" DESIGN CRIT=FBCOflNHZRES/TPI-2002 FTIRT=20%(0%y 1(0) 5' 2'7-1/2" QTY= 5 TOTAL= 5 i i i ZD N R=125# U=42# NAILED SEQ = 364079 REV. 10.01.01.0604.14 SCALE =1.0000 d FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120N.W, 16th TERRACE POMPANO BEACH, FL 33064 REFER THANDLING, SHIPPING, INSTALLING ANDOBCSI (BUILDING COMPONENTSAFETY INFORMATION), PUBmjia.. TRUSSES REQUIRE EX REME CARE IN FABRICA LISHED BY TPI (TRUSS PLATENS TUTE, BHACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT° FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. ASEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 5 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE EJACK Job:(11HS242F) / EJ5C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Ll Level Relurn 2x4 SP #3: Deflection meets L/350 live end L/240 total bad. All wind load cases on this truss have a 1.33 duration factor. 6.3/16" r3X4 DESC. = EJ5C PLT. TYP: WAVE 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated Toad along Bottom Chord, nonconcurrent with design gravity loads. MWFRft.'based on trusses located at (east 7.50 ft. from roof edge. 2'10-1/2" 1'6-5/16" 12 3.17 R=88# U=115# NAILED 1'4" 1'1-3/8" -- 1'3-1/8" R=444# U=426# RL=256/-34# W=8" DESIGN CRIT•FBCOTHVHZRES/WI.2002 FT/RT=20%(0%y 1(0) 5' 2'7-1/2" QTY= 1 TOTAL= 1 R=187# U=151# NAILED REV. 10.01.01.0604.14 SEQ = 364116 SCALE =1.0000 9 11,„ FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. I6th TERRACE POMPANO BEACH, FL 33064 RK8Npe. I RUSSES REQUIRE EXTREME CRE IN SHIPPING, INSTALLING ANDREERC7bBcsI (BUILDING COMPONENTSAFETY INORMATION), PUBLISHED BY TPI (TRUSS PLATENSTUTE,BRACING. 218 NORTH LEE SIR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/IP) 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 5 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE EJACK Job:(11HS242F) /CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Level Return 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity bads. 6.3116' r3X4 DESC. = CJ3 PLT. TYP: WAVE 140 mph wind, 21.26 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf: Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Deflection meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration factor. R=102# U=282# NAILED 1'4" 3' R=409# U=696# RL=372/-33# W=6" DESIGN CRIT=FBCOnNHZRE51TP42002 FT/RT=2a%(0%v1(0) ID c%2 N R=276# U=21# NAILED QTY= 4 TOTAL= 4 REV. 10.01.01.0604.14 fl SEQ = 363374 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W.16th TERRACE POMPANO BEACH, FL 33064 REFER 7O BC51(BUILDING COMPONENT SAES REQUIRE EX EFETY INFORMATION), PUBCARE IN LISHED BYTPI (TRUSS PLATENSTUTE, SHIPPING, INSTALLING AND BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OFTRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSOTPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 3 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE JACK Job:(11HS242F) / CJ3B THIS DWG. PREPARED BYTHE ALPINEJOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: Deflection meets L/360 live and U240 total load. All wind load cases on this truss have a 1.33 duration factor. m DESC. = CJ3B PLT. TYP: WAVE 3' 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Bottom chord checked for 10.00 psfnon -concurrent live load. Truss checked for 250# movable concentrated bad along Bottom Chord, nonconcurrent with design gravity bads. R=277# U=278# NAILED 1'4" e 2,8" 4" R=408# U=643# RL=346/-39# W=8" DESIGN CRR=FBC07HVHZRES/rP1-2002 FTIRT=20%(0%y 1(0) QTY= 2 TOTAL= 2 tri SEQ = 364095 REV. 10.01.01.0604.14 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 REFER 7ING AND0SCSI (BUILDING COMPONENT SAFETY INFORMAmw* TRUSSES REQUIRE EX IRCARE IN TION), PUBLISHED BY TPI (TRUSS PLATHANDLING, SHIPPING, ENSTIIITUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TP). ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FORTHETRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OFTHIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 3 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE JACK Job:(11HS242F) / CJ1 THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Level Return 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrentwith design gravityloads. 6-3116" r3X4 tb DESC. = CJ1 PLT. TYP: WAVE R=-52# Rw=166# U=58# NAILED 1'4" iD io 95 R=409# U=764# RL=240/-31# W=6" R=251/-10# U=15# NAILED DESIGN CRIT=FBCOTHVHZRESRPI-2002 FTIRT=209R0%y 1(0) 140 mph wind, 20.84 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Deflection meets U360 live and U240 total load. All wind load cases on this truss have a 1.33 duration factor. QTY= 6 TOTAL= 6 SEQ = 363377 REV. 10.01.01.0604.14 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL.: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 Nur* TRUSSES INSTALLING AND RER T6 SCSI (BUILDING SEGCOMPONENSAFETY INFORMATION), PUBXTREME CARE IN FABRICAl LISHED BY TPI (TRUSS PLATENSTITUTE, BHACING. FE 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELSAND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILDTHE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 1 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE JACK Job:(11HS242F) / HJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Level Return 2x4 SP #3: Hipjack supports 5-0-0 setback Jacks with no webs. All wind load cases on this truss have a 1.33 duration factor. 6-3116" DESC. = HJ5 PLT. TYP: WAVE 140 mph wind, 24.67 ft mean hgl, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCp((+/-)=0.18 Wind reactions based on MWFRS pressures. Deflection meets U360 live and U240 total load. R=317# U=279# NAILED 6.1/4" 1'10-5/8" R=401# U=267# W=7-3/4" DESIGN CRR=FBC071NHZRESrlP1-2002 FT/RT=20%(0%)/ 1(0) 7'0-1/8" QTY= 2 TOTAL= 2 m co R=85# NAILED REV. 10.01.01.0604.15 SEQ = 342952 SCALE =0.7500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 Nita.. TRUSSES REQUIRE EX (REML CAR INFABRICA RESHIPPING, INSiALLING ANFER70 $CSI (BUILD NG COMPONENT SAETY INFORMATION), PUINGLISHEDLINGBY TPI (TRUSS PLATE INSTITUTED BRACING., 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TP( 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LO. 30.0psf 15.0psf 10.Opsf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 70002 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE HIP_JACK Job:(11HS242F) / HJ5B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 NBotchord2x4SP #2 N Webs 2x4 SP #3 Lt Level Retum 2x4 SP #3: Deflection meets U360 Inge and L/240 total bad. 6-3/16" 12 3.54 i• 2X4 140 mph wind, 15.00 ft mean hgt, ASCE 7-05; CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Hipjack supports 5-0-0 setback jacks with no webs. All wind load cases on this truss have a 1.33 duration factor. 3'3-5/8" S4 R=307# U=182# NAILED 6-1/4" DESC. = HJ5B PLT. TYP: WAVE 1'10-5/8" 1'6-7/16" 1'10-9/16" 2X4 R=401# U=174# W=10-9/16" DESIGN CRIT=FBC071-NHZRESITP42002 FTIRT=20%(0%y 1(0) 7'0-1/8" QTY= 1 TOTAL= 1 37-1/8" Co R=95# NAILED U SEQ = 364125 REV. 10.01.01.0604.14 SCALE =0.7500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER TSHIPPING, INSTALLING ANDOSCSI (BUILDING COMPONENTpoate - TRUSSES REQUIRE EXIREMESAFETY INFORMATION), BY CARE IN TPI (TLINGBYTPI (TRUSS PLATE INSTITUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A. PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING d BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BEPER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf 0.Opsf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 70002 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE HIP_JACK Job:(11HS242F) / MVSA THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: Roof overhang supports 5.00 psf soffit bad. Deflection meets L/360 live and U240 total bad. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 5] W2X4 S 2.50 9] W4X5(R) S 3.00 i DESC. = MV5A PLT.TYP:WAVE 3X4 6-1/4= 1'4-3/4" - 4'7-1/4" DESIGN CRR=FBCO7HVHZRESRPF2002 FT01T=20%10%), 1(0) iD N 140 mph wind, 16.21 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL1400109 (orvalley details. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 8.11 ft. from roof edge. R=143pIf U=125p1f RL=56/-9plf W=47-1/4" QTY= 3 TOTAL= 3 REV. 10.01.01.0604.14 SEQ = 364007 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 3120 N.W. 161h TERRACE POMPANO BEACH, FL 33064 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), ES REQUIRE EX fREME CARE IN IPULISHED BY TPI (TRUSSPLATENS INSTISHIPPING, INS1ALLING AND TUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 40704 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE VAL Job:(11HS242F) / MV5B THIS DWG. PREPARED BY THEALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Return 2x4 SP 113: Roof overhang supports 5.00 psf soffit bad. Deflection meets L/360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 5] W2X4 S 2.75 9] W4X5 S 2.75 1 DESC. = MV5B PLT. TYP: WAVE 6.114" 140 mph wind, 16.21 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL1400109 for valley details. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 8.11 ft. from roof edge. 1.1 1'4-3/4" —e•-• DESIGN CRIT=FBC07HVHZRESFTPId0O2 FT/RT=20140%y1(0) 4'7-1/4" v in R=143p1f U=125p1f RL=56/-9plf W=4'7-1/4" QTY= 2 TOTAL= 2 REV. 10.01.01.0604.14 SEQ = 364000 SCALE =0.7500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N, W, 16th TERRACE POMPANO REACH, FL 33064 pump" • TRUSSES REQUIRE EXI HEME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 7O BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 40704 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE VAL Job:(11HS242F) / MV5C THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1180 live and L/120 total bad. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 8] W2X4 S 2.75 1113X4(B2)(R) DESC. = MV5C PLT. TYP: WAVE 140 mph wind, 16.50 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpI(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. See DWG VAL1400109 for valley details. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 8.25 ft. from roof edge. DESI0N CRR=FDCD7HVHZRESRPI.2002 FT/RTc20%(OXY 1(0) QTY= 2 TOTAL= 2 D cV plf RL=43plf W=47-1/4" 4'1 SEQ = 363989 REV. 10.01.01.0604.14 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W. 16th TERRACE POMPANO BEACH, FL 33064 REFER 7SHIPPING, INS1 ALLING AND0BCSI (BUILDING COMPONENT SA EN INFORMATION), PUBRNIG.. TRUSSES REQUIRE EXTREME CARL IN LISHED BY TPI (TRUSS PLATENS TUTE, BHACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" ENGINEERED PRODUCTS, INHNOT BE RESPONSIBLE FOR ANY FROM THIS DESIGN; ANY FAILURE TO BUILD TRUSS CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A (W,WSS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ONTHIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. ASEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 40704 DUR.FAC. 1.25 JOB #: 11 HS242F SPACING 24.0" TYPE VAL Job:(11HS242F) / MV4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live bad. See DWG VAL1400109 for valley details. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 16.77 ft. from roof edge. DESC. = MV4 PLT. TYP: WAVE 12 5 r"• 1.. 1112X4 DESIGN CRR-FBC07HVHZRESRPI.2002 FTIRT-20%(0%)/ 1(0) 140 mph wind, 16.77 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Deflection meets U180 live and L/120 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 8) W2X4 S 2.25 R=112p1f U=100pIf RL=40pIf W=4' QTY= 2 TOTAL= 2 40) SEQ = 363982 REV. 10.01.01.0604.14 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 MR 1HUSSES REQUIH6I:X 1RLME CARE IN FANHICA 1 ING,HANDLING, SHIPPING, INS iALLING AND BRACING. REFER 70 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.Opsf 0.0psf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 4 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE VAL Job:(11HS242F) / MV2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Bottom chord checked for 10.00 psf non -concurrent live bad. See DWG VAL1400109 for valley details. MWFRS bads based on trusses located at least 17.19 ft. from roof edge. DESC. = MV2 PLT. TYP: WAVE 5 2X4(D8R) 12 R=223# U=138# RL=61# W=2' DESIGN CRR=F000THVHZRESRPI-2002 FTIRT-20%(0%)/ 1(0) 140 mph wind, 17.19 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Deflection meets U180 live and L/120 total load. All wind load cases on this truss have a 1.33 duration factor. QTY= 2 TOTAL= 2 SEQ = 363979 REV. 10.01.01.0604.14 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFEF2 T, INSTALLING ANDOSCSI (BUILDING COMPONENT SARNIG.. TRUSSES REQUIRE FETY INCAREORMATION), PUBLISHED BY TIN FABRICATING. PI (TSHIPPINGUSS PLATE NSTUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATESARE MADE OF 20I18116GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANDUSE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 2 DUR.FAC. 1.25 JOB #: 11HS242F SPACING 24.0" TYPE VAL OCTOBER 1, 2006 ' Miiek Indusfries Inc. WEB BRACING RECOMMENDATIONS S T -WEBBRACE MiTek Industries, Chesizrlield, MO Page 1 of 1 Bay size .:hall be rneastsed in between the centers are pair of diagonals orx-bracing. TYPE BRACING MATERIALS A 1 X4IND.45SYP OR- 1 X4 OR" 1X4 2ERS(OF,HP, SFF) B 2 X 333. STD, CONST (PF, DF, FF. OR SYR) GENERAL NOTES 1. DLtiGONA_BP.ACES IS RECURS) TOiRA1W TrE CUM -II -ATM LATERALsaM-FORM MO TrE ROOF AND/OR =MG DIAPFPAGr.TEE OARRA=STO E= D55 0 -•3 BY A 0LIAL.Fi5D FROF 5 DNAL 2.1I C51 AATDNS ARE BA..ED ONLATERAL BRAM CAP.RYH1G 2 OF TrEW.3FOR 2. DIAGONALBRA0G 6LATE?,IALEAUST M S00556APIDGRAD=OR I.:MI-"M.ASTIE LAT5ALSP.AM WT AI,AND MALL R INSTALL -'D 13I SIGH ATAWS/ THAT IT SITMSECTS W3 f,.mRS ATAFPR'7L4S I:Me. - AND STALL SE HALM AT EAQHED AND EACH INTM.SECIATE TR1E"a WITH 2441 0.13i'x231FORh5 HRAME 2-101(0.131: 3'1FOR2"3 aid 2:4 MAWS. AND 3.1131 (0.53123') MIR 25 ERAC-& 4. CONNECT U T61AL WIAM TO EACH TRUSS W mr 2-5d I3.131 2 +"1 NAILS FOR Ta. LAT5e AL 2AAC2 2-led[U.131'.3'1 HAILS FOR 2fl and 2E4IJ.T55AL!RRr5.S,AP033-101 (0.131"3') FOR 3-5LA1 ALERACS 5. LAT AL BRAC MOULD E CONTCDA11SAND MOULD OVERLAP ATL P r ONE 1iWS5 TAC C 2 X 433. STD. CONST (SPF. DF. HF, OR SYP) D 2X83 ORB r8rER(S.F.DF,HF.ORS'F) FOR CONTIIURT 5. FOR AOOR a -LGUIDANCREGARDI1G DM GN AND INSTALLATION OF SRACClG, CONSULT 055.44 TBSEGRRRY BRACBGGs OF L[ETAL ELATE CDNlrTDc W0130 11111 1.1 AND SCSI 1-03 amain GOODFRAC1JE FOR HAND18I0.INSTALLING b2RACS4G OF LETALFLATE COMI=i.1 WOCO TRUSSM,AINTLY PROOr3C SYWOOD TRUSS c0UN LOF AL ,L C eal T.3P3 PLATE INSTITUTE_ warizczadtwatom and mvarlpinatnp 7. -rFt—Lu TO SPECIFIC TRUSS DESIGN DRAWING MIR W.3 LCUSER MIR S TAc'3l8ATE1 VALLES AM BAS_D ON A DOL .115 FOR STABILIZERS: FOR ASPACNG OF 24" O.C. ONLY. billaC5TAMILI t'TRrSS ERJIONG 0225 a CAN E • SIJB.SmLRFD FORT1F5A S. CATM 0 WRONG MATERIAL CRAWMA@5; FORSIAPJLQS ARE TO BEPRGVIDO AT BAY SMDIDICATEOABOVE. MEMCilrliRAG5I 9WV@7G S EC-0MM:-1 AT PITCH .55AIB. s1s SIZERS Vly 0E P,31ACED WDl4WOOD BDCi0N313. 515 SMUZ:i--L' TRIM MAL303 INSTALLATION =DEMO FROM=EFMFICATAIL DIAGONAL BRACE X -BRACING (REQUIRED FOR 72'O.C.) FOR 24' AND 48' O.C. SINGLE DIAGONAL 1S SUFFICIENT. One leg of X -bracing shown dashed for dreofng clarify. This leg we require hori:onMI blocking next to the top and bottom chord sok attaches to the brace plane.) This infu11 u d0I1 Is provided as a recommendation to asaist in the requ'rernsrit for permanent bracing of the individual truss web members. AddiBBonal bracing may still be required for the stabet, y of the overall roof system. The method shown here is jut one . method that cin be used to provide stability agalnstweb bucking. TRUSS WEB WBEMBEFS Horizontal Blocking a 0O013C C' o 0• L03C ra 00. O_ O 113 OIc, o 0 1. mCD o t—E 0 O Z NailingPattern 01c 0 140. co mIz 0 0 c`o T - Bracesize 0 - fala 10 f= m 78. Cl almO L m Z 0 to a1i a 0a Ts 0' zO O MAXIMUM TRUSS WEB FORCE (lbs.) (See nate 7) ' BRACE BAY SI 24'O.C. 48'O.C. 72" O.C. BRACING A MATERIAL B YPE C ! D BRACING MATERIALERIAL iYPE A B I C I D BRACING MATERIAL TYPE C D 1O'-0' 1610 1885 1886 I ivy _.Ccs a9j:-.. 4.:Trac:. j t. en-r-'..'',.-- -- Z8 ;,r*_;-. !ivy. - .f.,......4- ..,-} s-!s..- yj.yr!. _ .9.1C::t'Jr.+s:,•—.:3 j r•:t 4 `-":r ftri - am,- ,-'-•?,.{.-", C V: '•''+"z1 r'• " 4715 I 7074 1/47;=,.., vY *='^ C=±r=r'--:stir::. t. _ G Or'''P`fi:=' '^• it 0- 1342 1572 1572 238r.L1.r^-^ ? 3143 I 3143 I 4715 14'-0' 1150 1347...yr-1347 Ls 2021 $ r r T 7-= _.,,,,,,,,,,y,...-..:.-_-,-..,,...:-.4.:---_-..-:•.- ^? Y ,'` •'' Cr.=-c_-*.iXn.:, 15-0' 1006 1179 1178 1768 L 2358 2358 336letzs" 18'-0- 894 1048 1048 172 ?-`z." = 4z ".+. .. ':- ' ' J}`:='4 Wit--:e,45't -,'-* vr•.n.• v. in v • Alm v Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCSI Guide to Good Practice for Handling. Installing. Restraining & Bradno of Meta) Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the BCSLB3 5uminary Sheet – PermanentReshaintJBracinq of Chords & Web Members for more information. All other permanent bracing design is the responsibility of the Building Designer. v• • •r vr•.MINIM v•s Los trusses no estan marcados de ningtin modo que ideritifique la frecuenda o localization de restriction lateral y arrwstre diagonal temporales. Use las recomendadones de manejo, instaladon, restriction y arriostre temporal de los trusses. Vea el folletoBSSI tdaBuena Ptctica para el Maneio. Instafadon. Restriction v Aniostre de loq Trusses de Madera Conectados con Places de Metal para information mas detallada. Los dibujos de disefio de los trusses pueden espedficar las locarzadones derestriction lateral penranerlteorehuerco en los mrembros individuates del truss. Vea la bola rPsumen 8CSI-B3 – Resbicdon/Arriostre Permanente de Cuerdas v M-iembros Sewndarios para mas infomradon. resin de los disenos de arriostres permanentes son la responsabulidad del Disenador del Edifido. The consequences of improper handling, erect- ing, installing, restraining and bracing n result in a collapse of the structure, or worse, serious personal injury or death. El resuhado de un manejo, leventamiento, instafadon, restrfcdon y arrisotre incon-ecto puede ser la caide de la estructura o aim peor, heridos o muertos. 0 Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando conte los empaques. HANDLING - MANEJO Avoid lateral bending. — Evite la Flexion lateral. L The contractor is responsible for properlyreceiving, unloading and storing the trusss at the jobsite. Q contratista tiene la responsabiiidad de recibir, descargar y almacenar adecuada- mente los busses en la obra. ElIf trusses are to be stored horizontally, place blotting of sufficient height beneath the stat: of truce at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSI Guide to Good Practice for Handling, InStallino Restraining & Bracing of Metal Plate Connected Wood Trusses for more detailed information pertaining to handling and jobsite storage of trusses. Si los trusses estaren guardados horizon- talmente, ponga bloqueando de altura suficiente detras de la pita de los trusses. Para trusses guardados por mas de una semana, cubra los paquetespara prevenir aumento de humedad pero permita venti- lacion. Vea el folleto SCSI Guia de Buena Practice para el Maneio. Instalacion R=estriction V Ar- riostres de los Trusses de Madera Conectados con Places de Metal para information mas detallada sobre el manejo y almacenado de los trusses en area de trabajo. VON Fel ffm Use special care in windy weather or near power lines and airports. Spreader bar for truss Utilice cuidado espedal en dins ventosos o circa de cables electricos o de aeropuertos. Use proper rig- ging and hoisting equipment. Use equipo apropiado para levantar e improvisor. RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. LS, Waming! Don'toverload the crane. iAdvertendal iNo sobrecarga la gnia! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nonce use solo los empaques para levantar un paquete. No levante un grupo de empaques individuates. Q A single lift point may be used for bundleswithtrussesupto45'. Two lift points may be used for bundles with trusses up to 60'. Use at least 3 lift paints for bundles with trusses greater than 60'. Puede usar un solo lugar de levantar par paquetes de trusses hasty 45 pies. Puede usar dos pontos de levantar para paquetes mas de 60 pies. Use por lo menos tres pontos de levantar para paquetes mas de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACIQN POR LA MANO DE TRUSSES INDMDUALES Waming! Do not over load supporth structure with truss bundle. iAdvertenda! No sobrecargue la est apoyada con el paquete de trusses. Place truss bundles in stable positio Pose paquetes de trusses en una !r estable. ElTrusses 20' or loss, sup- port at peak. Levante del pito los trusses de 20 pies o menos. I.4- Trusses up to 20' Trusses hasty 20 pies Trusses 30' or less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 Q_ Trusses up to 3 pies o menos. Trusses haste 30 HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVII Hold each truss in position with the erection equipment until top chord temporary lateral n is installed and the truss is fastened to the bearing points. Sostenga sada truss en position con equipo de gnia hasta que la restriction lateral tempo: cuerda superior este instalado y el truss esti asegurado en los soportes. A\ Waming! Using a single pick -point at the peak can damage the truss. iAdvertenda! E1 use de un solo lugar para levantar en el pito puede hacer dano al truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDMDUALES Tagtne APprox_ 1/2 truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES lmte Spreader bar above or sti5badr mkt -height Attach 10' o.a max. 43*". l .4 E• Do notstore unbraced bundles upright. No almacene verticalmente los trusses sueltos. Do not store on uneven ground. No almacene en tierra desiguaL Spreader bar 2/3 to 3/4truss length TRUSSES UPTOAND OVER 60' TRUSSES HASTA Y WERE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Refer to 5131-62 Summary Sheet–Truss S Installation & Temporary Restraint/Bradna for more information. Vea el resumen BCS1 82 – Restriction/ Ariostre Temooral v Instaladon de los Trusses para mas information. LA Locate ground braces for first truss directly in line with all rows of top chord temporary lat- eral ateralrestraint (see table in the next column). Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las files de restriction lateral temporal de la cuerda superior (yea la table en la proxima columna). Do not walk on unbrecad trusses. No canine en trusses sueltos. Top Chord Lateral Re TCTLR) 2x4 min. Brace first E— securely Ix erection of tru3 es. AS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES 1) Install ground bracing. 2) Set first buss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the fust free trusses see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale los erriostres de Cierra. 2) Tittle el primero truss y ate seguramente al arriostre de tierra. 3) Instale los proximos cuatro trusses con restriction lateral temporal de miembro corto vea abajo). 4) Instate el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para los pianos de los miembros secundarios para astable los primeros dnco trusses vea abajo). 6) Instate la restriction lateral temporal y arrioste diagonal pare to cuerda inferior vea abajo). 7) Repite este procedimiento en grupos de cuatro trusses hasty que todos los trusses ester instalados. Refer to 6CSI-B2 Summary Sheet - Truss Installation & Temporary Restraint/Bradna for more information. Vea el res6men SCSI -B2 - Instalacion de Trusses v Arriostre Temporal para mayor inforrmadon. ESTRAINT/BRAQNG FOR ALL PLANES OF TRUSSES L RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. 6 This rasbeint & bracing method is for all b -uses excapt 3x2 and 4x2 parallel chord trusses. Este metodo de restricci6n y arriostre para todo trusses excepts trusses de cuerdas paralelas 3x2 y 4x2. TOP CHORD — CUERDA SUPERIOR TrussSpan Longitud de Tramp Top Chord Temporary Lateral Restraint (TCTLR) Sparing Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' Haste 30 pies 10' o.0 max. 10 pies maxima 30' to 45' 30 a 45 pies 8' o.G max. 8 pies maxima 45' to 60' 45 a 60 pies 6' o.c. max. 6 pies maxima 60' to 80'• 60 a 80 pit* 4' o.c max. 4 pies mfocimo Consult a Professional Engineer for trusses longer than 60'. Consulte a un ingeniero para trusses de mas de 60 pies. Q Seelid @, for TCTLR options. Vea el BCSI-BZ para las options de TCTLR. LN Refer to BCSI-B3 Sum - narvShreet- Permanent' Restraint/Bracing of Chords Web Members for Gable End Frame resstraint/bredng/ reinforcement information. Para information sabre est, icdon/aniostre/refuerzo para ermazon de bestial vea el resumen BCSI-83 - Re- Striccon/Arrfosb-e Permanente de Cuerdas v Miembros Secundarius. WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS 171 Repeat diagonal braces for each set of 4 trusses. Ground bracing not shown for (Jarity. ATERAL RESTRAINT DIAGONAL BRACING LRE VERY IMPORTANT LA RESTRICCION ATERAL Y EL IRRIOSTRE IIAGONAL ON MUY MPORTANTES! Repita los anisotres diagonales pat sada gnupo de 4 busses. r Web Members 10'-15 max. Sarrie spacing as bottom chord Lateral Restraint BOTTOM CHORD—CUERDA INFERIOR Lateral Restraint - 2x4x12' or greater lapped over twotrusses. Bottom chords iagonal Bracing Bottom Chords Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 10'-15' max. Diagonal Braces every 10 truss spaces (20' max.) Somechord and web members not shown for clarity. LA RESTRICQON Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X; i& Refer to B6I-B7 Summary Sheet Temoorary & Per- manent Restraint/ Bracino for Parallel chord Trusses for more information. Vea el resumen 8CSI-87 - Restric- cion v Arriostre. Temporal v Permanente de Trusses de Cuerdas Parclelas para mos information. Diagonal Bracing 10' or space: 1= everyRepeat Diagonal Braci 15 truss Apply Diagonal Brace to verticalw bs at endo( cantilever and at bearing All Lateral Restraints locations. lapped at least two trusses. Top chord Temporary Lateral Restraint spacing 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 INSTALLING - INSTALACION QTolerances for Out -of -Plane. Tolerandas para Fuera-de-Plano. Length —"- Max. Baur Mac. Bow Lsngth neat t3ov, ger IITolerances for Out -of -Plumb. • Toleranaas para Fuera-de-Plomada. D/so max Plumb bob D150 D (ft.) 1/4- 1' 1!P 2' 3/4- 3' 1' 4' 1-1/4' S 1-12' 6' 1-3/4" T r ea' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all lateral restraint and bracing is securely and property in place. No proceda con le construction hasty que todas las rest -lc - clones laterales y los arriostres erten colocados en forma apropiada y segura. Do not exceed slackmaximumsck heights. Refer to BCSI-84 Summary Sheet - Construction Loading for more information. No accede las maximas alturas recomendadas. Vea el resumen 8151-84 Cama de Consbuccion para mayor informad6n. 0 1 Do not overloadsmall groups or single busses. No sobrecargue pequenos grupos o buses individuals. Never stack materials near a peak. Nunm amontone material cella del pros. Place loads over as many trusses as possible. Coloque las cargas sabre tantos tr uses cornu sea possible. F iT Position loads over load bearing walls. Iv1 Coloque las cargas sabre las parades soportants. UL Truss b 61. ALTERATIONS — AlTERAQONES duxio t Refer to BCSI-135 Summary Sheet - Truss Damage, 3obstte Modifications & Installation Err( Vea el resCmen BC51-85 Danos de trusses, Modificadones en la Obra v Errores de Instater Do not cut, alt°r, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No carte, altere o perfore ning6n miembro estructurai de los trusses, a menos que est especificamente permitido en el dibujo del diserio der Crus. ar Trusses that have been overloaded during construction or altered without the Truss Manuf prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se hen sobrecargado durante la construction o han sido alterados sin una aut previa del Fabricate de Trusses, pueden redudr o eliminar la garantia del Fabricante de T NOM The Trus Maratama rand Truss Designer rely on Ire presumption that the Comactor and sane operator (Yappl professionals volt Ile rapabilty toundertake the nark they have agreed to do on any gea project. Ifthe Contractor bete. assistance In some aspeO of the construction pray A should seek assistance from a compOent party. The methods and Ioutr:nedin thisdocument arehnm to ensure thatthe mead construction techniques employed oilputthetruss= Into pia These recommerebtkes for handt5g, iratrfing, rrecbairdng and badng lasses are based Wren the m@e tive =perforce personnel Involvednesteasdestg4 n>amdarbaeandinstallation, butmust, dueto thematureof respanst6knvotved, be only as aGUIDE for tae by awedged Building Designer orContract itIs notIntended thatelse reemmmdatiwns beMU supertarto the Bt e9 pesigrnen# design spectra:slim for hanamg, retelning and bracing trusses and a does notpuseofoderequivalentmethodsAxrafmtnmcg/bradngandprovidrtgstabaty tarttewaifs, mamas„ Boas, oafsanda9 theh soucbas bu8dmg mccateus as deLsrrrined by the Conbaecs Thus, Wm:A and TPI eapresdy nrsdatm any enpc sbliry fcarisinghamtheute, aurins.), or rears= on the recommendations and hdwruaJwn contained herein. 6300 Enteprise tante • Madison, WI 53719 608ro4-4849. iwntsbdridustry.com TRUSS PLATEINSITiUTE 218 N. Lee SL, Ste. 312 • Almcandaa, VA 2: 703/683-1010. vanetpinstceg B1WARN11x15 TRUSS TO TRUSS CONNECTION J-1 DETAIL FOR CORNER SET. 12 J_2 For all lumber, plates, etc, refer to original sealed 4 to 7 L ------ J-3 J-4 truss drawings. 1 Hip Truss V J-2 J-3 7'_0" 1' 2'0" ac 2'0" 2'0" 2'0" NOTES: 1) Truss to truss connection for this corner set is designed based on Southern Pine lumber. 2) Truss to bearing support connection by others. 3) Wind loading is based on 146 mph per ASCE 7-05, mean roof height of 30', exp. C, enclosed, importance factor 1.0 and total dead of 10 PSF. 4) Duration of load factor for wind is 1.33. 5) Truss reactions and connections shown are based on ASCE 7-05 MWFRS. 6) Application of toe—nails per NDS -2005. 18 1'0' 3'0" 7'0' Iwo NOTE: (DIA. = 0.148", Length = 3.0") gun nails may be substituted In piece of 16d toe -nails up to the maximum gravity reactions and uplifts given below : 2) NAILS -+ Mex. Reaction = 265 # Mex. Uplift = 282 # 3) NAILS -+ Max. Reaction = 3137 # Max. Uplift = 423 # 12 2,83 t o 4.95 r w = (3) 16d ( 0.162'x3.5') Toe-'Nalls w = (2) 16d ( 0.162'x3.5' ) Toe—Nails 9-10-13 Hip Jack 2" 2" 41110100118 1104 6904 Parke East Blvd. Tampa, FI 33610 Phone: 813-972-1135 Connector plates :all he applied on !mill Incus of buss at each joint. Center the plate:, unities Indicated olltorwioe. No Woe knots or wane In plate contact arca, Spdae only where shown. Overall :pane asaumo 4" booting al each end, unless Indicated oll,erwlee. Culling and labrlanlbn shah be performed an equipment which produces snug -lilting lolnl8 and plates. Unless otherwise noted, moleture content al lumber must not exceed ID% al lime el lubrication and 118: denlgn le not applicable for use with lire retardant lumber one soma preservative Ireolmenle. This design.. woe prepared In acaardanoc with 'National Design Specification 1or Wand Conetructlan" (APPA), Notional Design Slnndard lot Metal Mete Connected Wood Twos Conalruction" (ANSI/TPI 1), and IIUO 088191 Criteria Ior Trussed Railer', Co.are no roe Ibfll lar erection al trusses heldRobbinsEnq, . a puna y , bracing or permanent truce bracing, Rater to XIC51 1 as published hyTrussPlateIhe111We, 218 North Lee Street, Sidle 312, Alexandtla, VA 22314, Peradne erecting trusses are enutlaned to seek proleselond advice cam:ornl/a propor erection bracing lo prevent toppling anddenllnabg . iCore should be taken la prevent damage duringIobriealTan, Maraca, shIpping and traction, Top and ballam chords olroutd be oteqyualely braced In Ile obeenoo of sheathing or rt TdeoOing, reopectivaly. 11 1e the reoaannlbillty of others lo aseerlalnn thatthedesignleadsutilizedInIhlsdrawingmealorexceedtheactual dead bade Imposed by the structure and live loade imposed by the local bolIding code or hfalorteol climatic records. rurimaI I A COPY OP 11118 NINON TO ERECTION CONTRACTOR. IT 181118 REBI'ONBINILITY OP THE NINLNINO 08/(101888 TO RBWEW 1188.musab88ION 8 VERIFY MAT DATA INCLUOINO NIM. A LNA00 OfNPORM Ta ARCNITI101U1RAL PLAN818PISCB ANI' PARRIOATOR'8TRII89 PLACEMENT aIAnRAM, TC Live 20.0-30.0 psf TC Dead 7-15.0 psf 13C Live 0.0 psf BC Dead 10.0 psf TOTAL 37-55 psf DLJRR. AC: 1.25-1.33 SPACING: 24"0" Designed 13y: MG Checked By: MS Rev. Date: 5/28/09 Dwg. No: Corner Connection 052800 V.1A.UU,u 1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2N, 2x4 SPF #2 WEBS 2X4 SP #3 u.1.'.1 1.8.1 X) 2x0 SP/DPL OF BETTER SLEEPER, ATTACH THROUGH SHEATHING TO TRUSSES BENEATH 'WITH (3) 10d (0,102"x3 1/2") COMMON OR (4) GUN NAILS (0.1261"x2"). Y) A`1"I'ACSI BOTTOM CHORD OF VALLEY GABLE TO SLEEPER WITH lad COMMON (0.1132"ac2 1/2") NAILS 0" O. OR GU'X NAILS 4" O.C. 2) ( Sc '?-05) OTRUSS, A4020020, ENCLOSED 7U2)))RTIOR TO 6009 BUILDING REFER TO A140000109 FOR GABLE END DETAILS. IN LIEU OF 1x4 "T" BRACING, 1x4 #3 HEM -FIR (OR BETTER) CONTINUOUS LATERAL BRACING MAY 13E USED. ATTACH WITH (2) ad BO (0.11.5''x2 1/2") OR (2) 0.120"xa" GUN NAILS. BRACING MATERIAL TO BE ATTACHED AT BOTH ENDS TO A SUR'ABLR SUPPORT, ATTACH EACH VALLEY TO EVERY' SUPPORTING TRUSS WITH: 560# CONNECTION OR WITH (2) SIMPSON HG CONNECTORS OR 1" STRAP W/4 -16D NAILS EACH END. LARGER SPANS MY BE BUILT AS LONG AS THE VERTICAL:BIGHT DOES NOT EXCEED 14-0-0 NOTE: BOTTOM CHORD MAY 531 SQUARE CUT OR PITCHED CUT. CUT FROM 2x6 OR LARGER AS REQ'D W2x4 4-0-0 SPAN W+x4 W2x4 8-0-0 SPAN 1x3 PITCHED CUT VALLEY BC W2x4 H 10-0--0 SPAN S'DI CUT V.A Y IAC W2x4 OPTIONAL STUBNUBENDDETAIL W'1x3 W2x4 20— 0 S'AN SUPPORTING TRUSSES AT 24" 0,C. MAXIMUM SPACING, SuIWNIp Coinpa,1nn D'OR VERTICALS OVER 7'-9" TALL, APPLY (1) .1x4 "T" BRACE TO 11141114A1i1g'SAME GRADE AS WEB. MBMBER, ATTACH WITH Bd BOX k0.110 'x2 1/2 ) OR 0,128 ar3" GUN NAILS 0" 0,C,, STAGGERED. TRUSS TOP CHORDS UNDER VALLEY SET MUST HAVE SHEA'TNING ATTACHED TO TEEM 'WITH NAILS SPACED PER CODE REQUIREMENTS, OR PROPERLY ATTACHED VALLEY TRUSSES MAY DE USED 1N LI11IU Ole' SHEATHING OR PURLINS, SEE NOTE (**) 140 MPSI 'WIND, 30 FT MEAN TILT, ASCE 7-05 PART. ENC. 'BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP. C, 'WIND TCDL016,0 PSD', 'WIND 53CDL+0.0 PSD', Itxi, 1.00 W4x4 OPTIONAL HIP TOINT DETAIL COMMON _'NUSSDIS AT 24" O,C, arou p Ino, N11A1Ntitd 1 » A111 mar ALL i w 4H Atte nn 7ruu.w . .awn la tw8 awunK, h.ni lln, .. ln.lwWn wail hrwah,x. It.hr to wnd taw Ehwrw(lnineuonr ra' miiii:Altr rn 611:62171 MAXbr ng ,, °1:. r+twl tnaua»a,, Eai r er Nwr+ 4z p,q *Elt.hrd Mll yrlint pan p.YwY a . _ _ ii riaE.11 ." h M AI Eruct .3Y wnd .111100% .• . fwl rn w preprr w w d n yl" e°"4Irl, "`ww"'Ewigyp, nn"'riliiEw . far nt Ira. mei Entano wuw, Wax• .EwE Of M]Ypall7AHrM riiltllteil topr 0i 7HJe DrAItiN'm INCrrALrw1MON pGHr111AOr01a, rrw nWldl„d a watw araup rae. (IT111 h) .hwn uo h. r avd M lar ur vii. ',rail die, wy Mun is bWrd itr. Ern.. !b aant.rmwor 'with'rP I or r ii nn,/104.11,141alp NI, I-nwEdlln1$100/60 IM br.ofnY a! lruruw, mom aan MErr plwtwr .ri, tnwda w! mo/1A AdA M'1iN,A JUdu piP'((//%ir,lQ wlr rENL 4 $ ' p1wt. i. 40h w . a! t n* palduanI4 w rildwll d10YM in urn, E ., i r . fit drwnWll of p',IriLt lqll.ow w twnw.wnd pxal en*E .ltis 1nll Mllty Na1.ly for ih..nisi aompaa.nE d.el a ilhoxq, T. rills kritikus* u.. ar WA aarope1awk Aor pY W 1„ ih. ilnEr o th. AWh1in wn r•+' AHer S A.. w. rrw "na", «.w.,11 w,.,Nm, n wx.,Edn.t..m, ,,.w,.r"dadu.rrra.aw rata .n,r.4a.r r...rd TC LL 2D OR 30 PSD' TC DL 20 OR ISPSlr BC DL 10 OR 10 PSD' 330 LL 0 0 0 PS1' RBD' V1AT,LDaY D]1 )1 DA'1?J11 LL I /1,/09 DI'1tG VA ,1 DD1DO O 1', I,D. 3D OR 55 P211' TOT, D1 ,FAC. 1.25 MP 94" OCTOBER. 1, 2006 LATERAL BRACING RECOMMENDATIONS ST -SiRGBCK L MIIT9k Industries, Inc. USE METAL FRAMING ANCHOR TO ATTTACH TO TOP CHORD MiiTT3k Indu.=Bin, Ch t —held, MO Page 1 of 1 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOWILOW FRAMING SYSTEMS, 2x6 °STRONGBACK° LATERAL SUPPORTS SHOULD BE LOCATED EVERY 8 TO 10 FEET ALONG A FLOORInt USS. STRONGBACK MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR 717 DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTEN _N TO THE TRUSSUSINGANYOFTHEMETHODSILLUSTRATEDBELOW. ATTACH TO VERTICAL AiTACH TO VERTICAL SCAB WITH (3) -10d WEB WITH (3) -10d COMMON WIRE NAPS COMMON WIRE NAILS INSERT SCP.=WTHROUGH OUTSIDE AGE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE. SCREWS) BLOCKING BEi-iIND THE VERTICAL WEB IS RECOMMENDED WHILE NAIUNG THE STRONGBACK AiTA.CH 244 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d COMMON WIRE NAILS IN EACH CHORD T AiTACHTO CHORD WITH TWO z12 x 3' WOOD SCREWS (216 DI?IJL) USE METAL FRAMING ANCHOR TO ATTACH TO BO1TT OM CHORD TRUSSES ATTACH TO VERTICAL W3 WITH (3)-1od COMMON WIRE NAILS 4-0-0 i ATTACH TO VERTICAL SCAB WITH (3) -10d COMMON WIRE NAILS TYPICAL SPLICE) . INSERT SCREW THROUGH OUTSIDE EDGE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) AS REQUIRED BLOCKING sr.Lu¢ SIDEW.ATi THE STRONGBACKS SHOULD EITHER BE SECURED TO ADJACENT PARTITION WALLS OR ALTERNATE nom -BRIDGING- SHOULD BE USED TO TERMINATEE THE BRACING MEMBERS. IF SPLICING IS NECESSARY, USE A .4'4r LONG SCAB CENTEREDERED OVER THE SPLICE AND JOIN WITH (12) -1Od NAILS EQU ^AU_Y SPACED. ALkF_ I nTE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4`-0` AND FASTEN WITH (12) -1 Od COMMON WIRE NAILS STAGGERED AND EQUALLY SPACED. TO BE USED ONLYWRHEN STRONGBACKRONGB.ACK IS NOT ALIGNED WITH A VERTICAL) 1`STRONGBACK BRACING -ALSO SATISFIES THE LATERAL BRACING I\ REQUIREMENTS S FOR THE BO VOM CHORD OF THE TRUSS. w irgaluilding Components Group Spruce Pine Er (0.42 Specre Granl9) RianD6T GOBS SUMMED_ id BEi£ 7...- PE0i=474I MUSE' AAHSlillOE i._ ': a COMMON Aan 7ypP_ra At137Wa1 LEROMMAggL0A0$ Lrnwn>IF a LOADS Ci61R HHi1H s t = 6V004 t rad dim: .:--z-_,,,...,-7-6--•:-'-' yti - FLORIDA i tr .9 975-33B FAX: xS4( 954) 975-59sO H`0ARMPARK City Of Parkland Building Services 6600 University Drive Parkland, FL 33067 PROJECT Nh. SND AI DRES S : -TER,KA-- - g-ENA-issiqwciE LDS- C0 ' aCTORf bilit ` : MOEL: STA 'W - T: 77)L L 7- S T- Erii.it that the eng neer7ng for the truas•]luted on. -the attached sealed index sheet have beep. deli - and checked for compliance with. the Florida building= code 2OUT The tr z .g s tem has-been designed to provide:adeAuate resistance to wind- and forceR r DV the.f-:9lowin Prov.sion_5:. t SS• LLADING C --OND .IQ ROD TRU ES - 1' . -FLPOR---TRUbSES TOP CHORD 1J/E • - IMP -CHORD LIVE.: • 4i0 TP CHORD MAI / l TOP GliORo-DEAD: BOTTOM CHORD DEQ: 10 BOTIDIA CHORD -DEAD: S. TOTALL0Afl.CPSF7 ' S5 i 4L=PST) ti cTOTALJF) TrEsSNcLsL s tl+.-3CRE`SE!t-: Thad an2lys : SCE -7-e) .P . a caagorw nMeanroof height: ;7.7 Co utter r=. csam Az_ pi.AiffuF.ita for de_i. n: Att.t,ach-ed is a index sheet Bub -mit -Led — _ iil•='.L`Li•1 to with r. .C. Chapter 6iC10-31.003.— e•. ges n i beret/ z hru are D1E000 S of the brigia1 deE?gD. anal appr ved. by me. itt RE by mT.1-71 rnrrrz,c +n +h. T:r. _.1. 'l i -r -i7 :t YYI_ILg and bd 1 _li seal, T here -iv -certify ±.'h t the above information 7. A. YEKTA KAVASOGLU, P.E. FL.PEG.'1 1310 6500 W. DODGERS CIRCLE 48000 BOCA BATON , FL , 33487 5I NOV 21 2011 ND: I TRUSS LD. NO: TRUSS LD. NO: I TRUSS I.D. ND: f TRUSS l.D..:. .-v--NO: SSru 1. 1 1 41. 1 1 81. 1 121. 1 161:1 2. 1 Z. 42. 1 82. 1 122. 1 162: 3• 14'' 43. I 83. 1 84. I 123. 124. 1' w1 ;163.. 1'1-54•I•14. 44. 5. f y 45. 85. • 125. I 165. 6. 46. 86. 126. 365. 7 . 7- 47-. 87, 127. 167. 8. g G- - 48-, 88. 128, 168. 9. G- 49. 89, - 129. 169. 10: I p - 50:7 I 90. 130. 170. 11. 1 OZ .. 51.- I 1 91..... 1 131. 1 171. 1 12. 1 D'3 1 52. 1 1 92. 1 1 132. 172. 13• 1 0 L#. . 53. 1 ( _93,__. 1 133. 1 173: 14-1 6 S_G- 54, .i _1 94. ---. I- _134._ _ 174jI.. 15.. 1* OT 1 55. .1 I 95. 1 1 135. 1 175. -I 16. 1 %6i la Cr -2 56: 1 I 96: - 1 1- 136. 1 1 17.6. 1 17. 1 Ah 6, a- 1 57. 1 1 97. 1 - . 1 137. 1 177. 18. 1(Z 1.58. 1 1 ..98_ 1 1..138. 1 . - 1. 178. E- 19:..j .0.-T- 3 _x-59. 1 . - I °.. i - 1 .139.: -. 1 1 X79. 1 20. ,I 1060;.r, 1- ; -1- 100E 1. ' .. -. L., 144. :- 18fl.: - 21. lI1 y I'-'61--. . 101 I Vi • 1 22.' 52.. 10.2: -1 147; - 182. 23. 7-S } 63. 103.._ 1 .J_ 143. -_=. 1 183., 24. C.3 1 64. 104. ' 144. 184: 25. I (^1-3 1 65. 105._ I 145-. , 1 . .. I 185.: I 26. c. -a i 1 66. 106. 146_ 14E6. 27. 1,71-.1-7 67. 107. 147:.-1..g 28. 1--3'3 68. 108. 145;2;= 18-8.. • 29. 69. 1 109- 1497.` 189. 30. 70. 1 - 110:' 150. 1 190. 1 31.71 I. 111. 151. . 191. 32. 72. - 1 - III -I- T52. 153. t 192` 1 193. 1 33. 1 73. 1 113.. 34. 1 74. 1 114. 154. 1 194. 35.. 1 75. 1 1 15.I 155. 1 1 19.5. 35. 1 76. . 1 116. 155. 1 196. 1 37. 1 77. 1 117. 157. 1 1 197. 1 -38. 1 78.- 1 :118. . 158. 1 1 198. 39. 1 1 79. -1 1 119. I I 159. 1 1 199 1 1 40. 1 80. 1 120. 150. 1 1 200. 1. A. YEKTA KAVASOGLU, P.E. FL.REG.441310 6)00 W. RODGERS CIRCLE 48000 SOCA RATON ; FL , 33487 putt sIE.KTA/Gip" P• s.. •ICE. NOV 2.9 2011 ATE Op • 4. FLORIDA QUALITY TRUSS 3120 N.W. 16th Ten -ace Pompano Beach, FL 33064 Main Office:1-800-331-6994 AIt.Ph:954-975-3384 - Fax:954-978-8980 flgt@bellsouth.net Customer Information: Name:Contact: TOLL BROTHERS - PARKLAN I Fill in later Address: City, State, Zip: Salesman: PAUL BRANCALEONE Designer: CRAIG MARTIN Engineering -List Job #: 11HS242R Date: 11/15/2011 Project information: Name: TERRANA - RENAISSANCE - LOT 30D UPPER ROOF Address: I Region: LOT 30D City, State, Zip: Notes: 1 Loading: TC BC LL 30 0 DL 15 10 Engineering List 1 Page 1 of 2 Seq. Num. 1 Qty Span i 1 40-00-00 Description Truss Al 204.4 Ibs. each.,..../11>7"-----,_2x4 Slope TC/BC . 5.00 0.00 2x4 OH - L OH - R 01-04-00 01-04-00 CANT -L CANT -R 00-00-00 00-00-00 STUB -L Height STUB -R 00-00-00 08-10-03 00-00-00 7 2 2 40-00-00 A2 207.2 lbs. each 5.00 2x4 0.00 2x4 01-04-00 01-04-00 00-00-00 00-00-00 00-00-00 08-05-03 00-00-00 3 2 40-00-00 A35.00 218.4 lbs. each 2x4 0.00 2x4 01-04-00 01-04-00 00-00-00 00-00-00 00-00-00 07-07-03 00-00-00 4 2 40-00-00 A4 207.2 Ibs. each ' 5.00 2x4 0.00 2x4 01-04-00 i 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 06-09-03 5 2 40-00-00 A5 215.6 Ibs. each ,„11171`1>r-,, 5.00 2x4 0.00 2x4 01-04-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 05-11-03 6 1 40-00-00 A6 212.8 lbs. each I 5.00 2x4 0.00 2x4 01-04-00 01-04-00 00-00-00 00-00-00 00-00-00 05-01-03 00-00-00Kl-% N -,'lb._ 7 1 40-00-00 A7 292.6 Ibs. each 5.00 2x8 0.00 2x4 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 05-01-03 00-00-00 8 1 40-00-00 A8G 2 -Ply 974.4 Ibs. each 5.00 2x4 0.00 2x6 01-04-00 01-04-00 00-00-00 00-00-00 00-00-00 04-03-03 00-00-00IN /Lf 9 1 40-00-00 A9G 2 -Ply 1305 Ibs. each 5.00 2x8 0.00 2x6 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 04-03-03 00-00-001.-13:11-/3--1.•21012. 10 1 14-08-00 D15.00 75.60 lbs. each 2X4 0.00 2x4 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 03-05-03 00-00-00 11 1 14-08-00 D2 74.20 lbs. each 5.00 2x4 0.00 101-04-00 2x4 1 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 03-06-14 12 1 14-08-00 D3 72.80 Ibs. each 5.00 2x4 0.00 2x4 I 01-04-00 j 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 03-06-14 13 1 14-08-00 D4 57.40 Ibs. each 5.00 2x4 0.00 2x4 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 03-06-14 00-00-00 14 1 14-08-00 D5G 61.60 lbs. each 5.00 2x4 0.00 2x4 01-04-00 01-04-00 00-00-00 00-00-00 00-00-00 03-05-03 00-00-00 Page 1 of 2 Engineering List Seq. Num. Qty Span Description Truss Slope TC/BC OH - L OH - R CANT -L CANT -R STUB -L Height STUB -R 15 20 09-00-00 EJ9 5.00 0.00 01-04-00 00-00-00 00-00-00 04-03-03 46.20 lbs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 16 1 09-00-00 M9G2 5.00 0.00 00-00-00 00-00-00 00-00-00 04-03-03 2 -Ply 232.4 lbs. each 2x6 2x6 00-00-00 00-00-00 00-00-00 17 3 09-00-00 M9G 5.00 0.00 01-04-00 00-00-00 00-00-00 03-05-03 47.60 lbs: each 2x4 2x4 00-00-00 00-00-00 00-00-00 18 3 07-00-00 EJ7 5.00 0.00 01-04-00 00-00-00 00-00-00 03-05-03 26.60 lbs- each 2x4 2x4 00-00-00 00-00-00 00-00-00 19 2 07-00-00 EJ7B I 5.00 0.00 01-04-00 00-00-00 00-00-00 03-05-03 29.40 lbs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 20 2 07-00-00 EJ7C 5.00 0.00 01-04-00 00-00-00 00-00-00 02-07-03 29.40 lbs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 21 2 07-00-00 EJ7G 5.00 0.00 01-04-00 00-00-00 00-00-00 01-09-03 30.80 lbs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 22 4 03-00-00 EJ3 5.00 0.00 01-04-00 00-00-00 00-00-00 01-09-03 14.00 lbs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 23 2 02-06-00 JS 5.00 0.00 01-04-00 00-00-00 00-00-00 01-10-15 9.600 lbs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 24 6 05-00-00 CJ5 5.00 0.00 01-04-00 00-00-00 00-00-00 02-07-03 19.60 lbs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 25 6 03-00-00 CJ3 5.00 0.00 01-04-00 00-00-00 00-00-00 01-09-03 Y 14.00 Ibs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 26 10 01-00-00 CJ1 5.00 0.00 01-04-00 00-00-00 00-00-00 00-11-03 8.400 Ibs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 27 3 09-10-01 HJ7 3.54 0.00 01-10-10 00-00-00 00-00-00 03-05-00 46.20 Ibs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 28 2 04-02-03 HJ3 ice 3.54 0.00 01-10-10 00-00-00 00-00-00 01-09-00 19.60 Ibs. each 2x4 2x4 00-00-00 00-00-00 00-00-00 Hanger Summary SIMPSON til zesiv Qty Part ID Description 27 AHU26 AHU26-2 AHU26 AHU26-2 Trusses: 87.00 Page 2 of 2 Job:(11HS242R) /A1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense :T2, T3 2x4 SP #2 N: Bot chord 2x4 SP SS Webs 2x4 SP #3 Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3::Lt Wedge 2x4 SP #3: RtWedge 2x4 SP #3: B) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails t 6" 00. Truss passed check for20 psfadditional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L/360 live and L/240 total load. All wind bad cases on this truss have a 1.33 duration factor. DESC. = Al PLT. TYP: WAVE 20' 140 mph wind, 24.80 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Calculated horizontal deflection is 0.14" due to live load and 0.11" due to dead bad. 1 A) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails c@ 6" 00. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity bads. MWFRS loads based on trusses located at least 12.40 ft. from roof edge. 111X6 T3 12 5 5X" 0 a5X6 2X' 2X4 5X8(8 6.386" 03X_- _ ,\ 6.1%.=" =5 8 =6 8 =5 8 . 20' 5X8XB 1 R=2505# U=1532# RL=431/-431# W=6" DESIGN CRR"FBCOTHVHZRESITPI.2002 FTIRT-20%)0%)/1t0) 40' QTY= 1 TOTAL= 1 R=2506# U=1532# W=6" REV. 10.01.01.0604.14 SEQ = 363261 SCALE =0.1667 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 mow TRUSSES REQUIRE EXTREME CHE IN REFER T6 SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NS IT INSTALLING AND 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL 30.0psf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 40 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN kr Job:(11HS242R) / A2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T1, T5 2x4 SP #1 Dense: Bot chord 2x4 SP SS Webs 2x4 SP #3 Lt Level Retum 2x4 SP #3::Rt Level Return 2x4 SP #3::Lt Wedge 2x4 SP #3: Rt Wedge 2x4 SP #3: Truss passed check for20 psfadditional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L1360 live and L/240 total Toad. All wind load cases on this truss have a 1.33 duration factor. 1•' DESC. = A2 PLT. TYP: WAVE 19' 140 mph wind, 24.59 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with Bd Box or Gun (0.113"x2.5",min.)nails QG 6" OC. Bottom chord checked for 10.00 psf non -concurrent live bad. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity bads. MWFRS loads based on trusses located at least 12.30 ft. from roof edge. 2' 12 5p 05X 6 5X6 5X6 19' T1 2X A) (A) 5X8(8 6.3176' 03X 6.1/ - =5 8 =3 E3X4 =5X8 H0310 1.3 R=2492# U=1550# RL=412/-412# W=6" DESIGN CRR=FBC071WHZRESRPI.2002 FT/RT=20%(0%y 1(0) 40' 2X4 QTY= 2 TOTAL= 2 1 L Eo 5X8(8 ) 3X 0 R=2493# U=1550# W=6" SEQ = 363282 REV. 10.01.01.0604.14 SCALE =0.1667 FLORIDA QUALITY TRUSS TEL: (954) 975.3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 SHIPPING, INS iAILING ANDREFERTOBCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NSTITUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A (W,H/SSIK) ASTM A653 GRADE 40/60 (W.K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 TJ -(E RESPONSIBILITY OF THEBUILDINGDESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.Opsf 0.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM 0/A LEN. 40 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11 HS242R) / A3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T1, T5 2x4 SP #1 Dense: Bot chord 2x4 SP SS Webs 2x4 SP #3 Ll Level Retum 2x4 SP #3::Rt Level Return 2x4 SP #3::Lt Wedge 2x4 SP #3: RtWedge 2x4 SP #3: Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration factor. DESC. = A3 PLT. TYP: WAVE 17' X6 6' 140 mph wind, 24.18 H mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC 01=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails (al 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated toad along Bottom Chord, nonconcurrent wilh design gravity loads. MWFRS toads based on trusses located at least 12.09 ft. from roof edge. 12 5X. oio T1 2X 5X8(B 6.306' 43X = •• 6-1/ — ' _E5 6 E3X8 =1310 R=2510# U=1571# RL=375/-375# W=6" DESIGN CRT.FSCOnNHZRESITP1-2002 FTIRT=20%(0%)/ 1(0) 40' X8 4144li‘kikk4. 5X6 iD 2X4 TS Bo 5X3(8) 3X4 =5 6 X 17' QTY= 2 TOTAL= 2 04 R=2518# U=1571# W=6" SEQ = 363290 REV. 10.01.01.0604.14 SCALE =0.1667 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 REFER TSHIPPING, INSTALLING ANDOBC51(BUILD NG COMPONENT SAFETYRNIa.. TRUSSES REQUIRE EX iliLM INFIRMATION), PUBN LISHED BY TPI (TRUSS PLATE NSTTUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SHAL FURNISH COPY OF THIS DESIGN TO INSTALLATION DEVIATION CONTRACTOR. ENGINEERED CTS, INC.,LNOT BE RESPONSIBLE FOR ANY FROM THS DESIGNNYFAIU2E TO BUILD THE TRUSS N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACEOF TRUSS AND, UNLESS OTHERWISE LOCATED ONTHIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OFTHIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OFTHE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 40 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11HS242R) / A4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense :T2, T4 2x4 SP #1 Dense: T3 2x4 SP #2 N: Bot chord 2x4 SP SS Webs 2x4 SP #3 Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3::LtWedge 2x4 SP #3: Rt Wedge 2x4 SP #3: Truss passed check for 20 psf additional bottom chord live bad in areas with 42" -high x 24" -wide clearance. Deflection meets L/360 live and U240 total load. All wind load cases on this truss have a 1.33 duration factor. DESC. = A4 PLT. TYP.-WAVE 6.3/16" 15' 10' 140 mph wind, 23.76 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. • A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of webmember. Attached with 8d Box or Gun (0.113"x2.5",min.)nalis Q 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MW FRS loads based on trusses located at least 11.88 ft. from roof edge. 15' 1.13.131.1 R=2454# U=1577# RL=338/-338# W=6" FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 DESIGN CRn=FBC07)-VHZRESRPF2002 FT/RT"20%(0%)I 1(0) 40' QTY= 2 TOTAL= 2 MWA#NINO" TRUSSES REQUIRE EXTREME CARE IN FABRICAI ING, HANULING,SHIPPING, INSTALLING AND BRACING. R TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 216 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELSAND BOTTOMCHORD SHALL HAVEA PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/181168A (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. R=2454# U=1577# W=6" REV. 10.01.01.0604.14 SEQ = 363310 SCALE =0.1667 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.0psf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 40 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11HS242R) / A5 THIS DWG. PREPARED BY THEALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP SS :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3::Lt Wedge 2x4 SP #3: Rt Wedge 2x4 SP #3: Truss passed check for 20 psf additional bottom chord live bad in areas with 42" -high x 24" -wide clearance. Deflection meets U360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration factor. DESC. = A5 PLT. TYP.-WAVE 6.3)16' rIt 5 12 13' X6 14' 140 mph wind, 23.34 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of webmember. Attached with 8d Box or Gun (0.113"x2.5",min.)nalls aQ 6" OC. Bottom chord checked for 10.00 psi non -concurrent live load. Truss checked for 250/1 movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.67 fl. from roof edge. 3X8 X6 13' 3X A) A) 3X4 y4X8 B12 03X 6-11 8 5 PC R=2381# U=1583# RL=301/-301# W=6" DESIGN CRT=FBC07HVHZREBTP42002 FT/RT-20%(0%v1(0) 40' 5 2 I 0 ID 4X8(B127 d QTY= 2 TOTAL= 2 R=2381# U=1583# W=6" REV. 10.01.01.0604.14 SEQ = 363320 SCALE =0.1667 FLORIDA QUALITY TRUSS 1 TEL: (954) 975-3384 PAX: (954) 978-8980 3120N.W, 16th TERRACE POMPANO BEACH, FL 33064 REFER TAND O SCSI (BUILDNG COMPONENT SAFETY INFORMATNNig./. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, ON), PUBLISHED BYHANDLINGTPI (TRUSS PLATESHIPPING, INS1ALLING NTTUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, P610 ANSI/Wit SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.Opsf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 40 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11HS242R) / A6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #1 Dense :T2, T3 2x4 SP #2 N: Bot chord 2x4 SP #1 Dense :B2, B3 2x4 SP SS: Webs 2x4 SP #3 Lt Level Retum 2x4 SP #3::Rt Level Retum 2x4 SP #3::Lt Wedge 2x4 SP #3: Rt Wedge 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated Iliad along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.46 ft. from roof edge. DESC. = A6 PLT. TYP: WAVE 6.3116' Fe 04X8 B12 6.11 12 5 11' 18' 140 mph wind, 22.93 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails aQ 6" OC. Deflection meets L1360 live and U240 total load. All wind Toad cases on this truss have a 1.33 duration factor. 11' 0.4 R=2381# U=1589# RL=263/-263# W=6" DESIGN CRIT-FBC07rNHZRESfP42002 FTIRT=20%(0%y1(0) 40' QTY= 1 TOTAL= 1 R=2381# U=1589# W=6" REV. 10.01.01.0604.14 SEQ = 363332 SCALE =0.1667 6 FLORIDA QUALITY TRUSS TEL: (954) 975.3384 FAX: (954) 978-8980 3120 N. W. 16th TERRACE POMPANO BEACH, FL 33064 REFEINSTALLING ANDRTOSCSI (BUILD NG COMPONENT SAETY NORMATION), PUBINGLISHED BY TPI (TRUSS PLATE NSTTUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIRPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 40 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11HS242R) /A7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x8 SP SS :T2 2x4 SP #2 Dense: T3 2x4 SP #2 N: :T4 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 :W5, W6 2x4 SP #2 N: Rt Level Return 2x4 SP #3::Rt Wedge 2x4 SP #3: Calculated horizontal deflection is 0.19" due to live load and 0.17" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity Toads. 2) 2x8x9-4-3 SP SS scabs at left end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" OC, Plusadditionalnailclustersat: BRG.: (6), heel: (8), 1st panel point: (3). All wind bad cases on this truss have a 1.33 duration factor. DESC. = A7 PLT. TYP.-WAVE 6.3/16" r7-26X10(B1 12 5 11' 3X 18' 140 mph wind, 22.93 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Left cantilever is exposed to wind A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets U360 live and U240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 14] W3X5 S 3.00 15) W5X8 0 1.25 MWFRS loads based on trusses located at least 11.46 fl. from roof edge. X8 1112X4 = 8 X6 3X4 11' 0 4X8(B12R) 3X4 1/4" 1112X4 4 11- i 3 1.13 a •e R=2260# U=1406# RL=252/-242# W=6" 142-7/8" DESIGN CRR=FBC07HVHZRESRP42002 FT/R7-20%10%y 110) 40' QTY= 1 TOTAL= 1 22'10" R=2371# U=1582# W=6" REV. 10.01.01.0604.14 SEQ = 363594 SCALE =0.1875 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 WARel]NO"" - TRUSSES REQUIRE EX IREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFEO CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALLHAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INC., SHALL NOT BE RESPONSIBLE FOR ANY* FURNISH COPY OF THIS ESIGN TO INSTALLATION DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILDCTOR. ALPINE ETHETTRUSS N0T5, CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16/16GA (W,WSSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OFTRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. ao DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11HS242R) /A8G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Special bads Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC - From 92 plf at -1.33 to 92 plf at 9.00 TC - From 46 plf at 9.00 to 46 plf at 31.00 TC- From 92 plf at 31.00 to 92 plf at 41.33 BC - From 20 plf at 0.00 to 20 plf at 7.06 BC - From 10 plf at 7.06 to 10 plf at 32.94 BC - From 20 pif at 32.94 to 20 plf at 40.00 PLB- From 10 plfat -1.29 to 10 plf at -0.10 PLB- From 10 plf at 40.10 to 10 plf at 41.29 BC - 1016 Ib Conc. Load at 7.06 , 32.94 BC - 489 Ib Conc. Load at 9.06 , 11.06, 13.06, 15.06 17.06, 19.06, 20.94, 22.94, 24.94, 26.94, 28.94, 30.94 AO wind load cases on this truss have a 1.33 duration factor. 00 M M DESC. = A8G PLT. TYP.-WAVE 4X10(B8 6.3116" i 3X 6-1 12 5 22' 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 140 mph wind, 22.51 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/360 live and L1240 total bad. Calculated vertical deflection is 0.56" due to five load and 0.47" due to dead bad at X = 20-0-0. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11] W3X5 S 1.75 24J W3X5 S 1.75 9' R=5692# U=3579# W=6" DESIGN CRR=F8C07H1HZRES/TPI4002FTIRT=20%10%y 1(0) 40' QTY= 1 PLIES= 2 TOTAL= 2 Owl R=5692# U=3579# W=6" SEQ = 363413 REV. 10.01.01.0604.14 SCALE =0.1667 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 SHIPPING, INSTALLING AND RR TO BCSI (BUILDING COMPONENT TREME SAFETY INFORMA IOCARE ININ), CAHNGPUBLI HEDLT TBYTPI (TRUSS PLATE IN UTE, BRACING. EFE 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITHTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACINGOF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20I18116GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 40 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11HS242R) /A9G THIS DWG. PREPARED BY THEALPINE JOB DESIGNER PROGRAM FROMTRUSS MFR'S LAYOUT Top chord 2x6 SP SS :T1 2x8 SP SS: T4 2x4 SP #2 Dense: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W3 2x4 SP #2 N: W6 2x4 SP #1 Dense: :W7 2x6 SP #2 Dense: :W10 2x4 SP SS: Rt Level Retum 2x4 SP #3::LtWedge 2x4 SP #3: Special bads Lumber Dur.Fec. 1.25 / Plate Dur.Fac =1.25) TC - From 92 pif at 0.00 to 92 plf at 9.00 TC - From 93 pif at 9.00 to 93 pif at 14.79 TC - From 46 pif at 14.79 to 46 pif at 32.94 TC - From 93 pif at 32.94 to 93 ptf at 40.00 BC - From 20 pifat 0.00 to 20 pifat 2.50 BC - From 20 pif at 2.50 to 20 Ofat 14.79 BC - From 10 p11 at 14.79 to 10 plf at 32.94 BC - From 20 pifat 32.94 to 20 pif at 40.00 PLB- From 10 pif at 40.10 to 10 pif at 41.29 BC - 2038 Ib Conc. Load at 14.79 BC - 489 Ib Conc. Load at 16.94 , 18.94, 20.94, 22.94 24.94, 26.94, 28.94, 30.94 BC - 1016 Ib Conc. Load at 32.94 140 mph wind, 22.51 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Calculated horizontal deflection is 0.23" due to live load and 0.19" due to dead bad. Calculated vertical deflection is 0.67" due to live load and 0.57" due to dead load at X = 17-3-12. 2) 2x8x8-11-12 SP SS scabs at left end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" OC, Plus additional nail clusters at: BRG.: (7), heel: (10), 1st panel point: (3). All wind load cases on this truss have a 1.33 duration factor. DESC. = A9G PLT. TYP: WAVE DESIGN CRIT=F9CO7HVHZRESITPI.2002 FTIRT=20%(0%y1(0) Y 12 5 L 43-3116" 8X10 B-3116}! 9, 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 8.25" o.c. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails In each row to avoid splitting. Left cantilever is exposed to wind Deflection meets U360 live and U240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 8) W3X10 0 1.25 15] W3X6 S 4.25 16] H0714 0 2.00 22' X10 4X5 1112X4 10 =7X6 9' 2X4 3X1 1113X6[15] H0714116] 14'2-718" R=4893# U=3006# W=6" QTY= 1 PLIES= 2 TOTAL= 2 40' 8 8 a61.74X10 889- 15/ 16" 22'10" R=5564# U=3577# W=6" SEQ = 363685 REV. 10.01.01.0604.14 SCALE =0.1205 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 REFER 7SHIPPING, INSTALLING AND0SCSI (BUILDING COMPONENT SAFETY INFORMATION), iimiG.• TRUSSES REQUIRE EXTREME CARE IN PUBLISHEDLBINGY TPI (TRUSS PLATE NSTITUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.0psf O.Opsf 55.Opsf REF DATE 11-15-2011 DRWG CM 0/A LEN. ao DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11HS242R) /01 THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: Bot chord 2x4 SP #2 N :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 :W2 2x4 SP #2 N: Lt Level Return 2x4 SP #3: H1) = (.1) Hangernot calculated (2)2x6 SP #2 Dense supporting member. Bottom chord checked for 10.00 psf non -concurrent live bad. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity bads. All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 11.05 H. from roof edge. 6.3116' DESC. = D1 PLT. TYP: WAVE 1.3 7' 140 mph wind, 22.09 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Componentand claddingwind pressures considered for uplift reactions. Right end vertical not exposed to wind pressure. A) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets LI360 live and L/240 total load. 0 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 8] W3X4 4.50 R 1.25 16] W3X4 2.25 R 1.25 181 W4X5 - S 2.25 20] W3X5 S 3.00 5X6 FOS l. m 1'4" 14'8" R=969# U=730# RL=307/-33# W=6" 065100 CRR=FBC07HVHZRES/TP14002 FT/8T=20%10%91(0) 7'8" A) 4X5[ 81 Llol 1113X5[20] 12'5-1/2" QTY= 1 TOTAL= 1 R=812# U=590# H = H1 io 0') REV. 10.01.01.0604.14 SEQ = 363457 SCALE =0.3750 FLORIDA QUALITY TRUSS TEL (954) 975-3384 FAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 Foam,. TRUSSES REQUIRE EX REFEAND R TO &CSI (BUILDIING COMPONENTrREME SAFETY INFORMATION), PUBCARE IN LISHED BYHANDLINGTPI (TRUSS PLATE INSHIPPING, INSTALLING UTETUTE BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,HJSS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.Opsf 10.Opsf 0.0psf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 140800 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11HS242R) / D2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T3 2x4 SP #2 Dense: Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 :W3 2x4 SP SS: Lt Level Return 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L/240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 7] W3X4 4.50 R 1.25 23] W4X5(R) 1.75 R 3.00 r. tO 0") i DESC. = D2 PLT. TYP: WAVE s-3116" L 3X4(81) 113X4 s-va• 1.1 5 12 7'4" sw 4X5 2'4" 140 mph wind, 22.16 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. H1) = (J) Hanger not calculated (2)2x6 SP #2 Dense supporting member. Truss checked for 250# movable concentrated bad along Bottom Chord, nonconcurrent with design gravity loads. All wind load cases on this truss have a 1.33 duration factor. MWFRS Toads based on trusses located at least 11.08 ft. from roof edge. 5' 5X6 T3 1112X4 Et 5X6 a 1'4".- 3X4 14'8" R=969# U=757# RL=221/-71# W=6" DESIGNCRIT=FBC07HVHZRESRPI.2002 FT/RT=20%10%y 1(0) 1114X5(R)[23] 12'5-1/2" QTY= 1 TOTAL= 1 8" R=812# U=609# H = H1 REV. 10.01.01.0604.14 SEQ = 363477 SCALE =0.3750 FLORIDA QUALITY TRUSS tel/T-Vj TEL: (954) 975.3384 PAX: (954) 978-8980 3120N.W, 16th TERRACE POMPANO BEACH, FL 33064 REFER TSHIPPING, INS1ALLING ANDO $CSI (BUILDING COMPONENT SAEME SAFETY INFORMATION), PUBCARE IN LISHED BY TPI (TRUSS PLATE INSTITUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIDCEILING. INC.,SHALL NOT BE RESPONSIBLE FOR ANYFURNISH COPY OF THIS ESIGN TO INSTALLATIONDEVIATIONFROMTHISDESIGN ANY FAILURE TO BUILDCTOR. ALPINE THEENGINEEREDPRODUCTS.NCTS, CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITHAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BYAFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,WSS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL 8E PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE. BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 140600 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11 HS242R) / D3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live bad. Deflection meets U360 live and U240 total bad. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 7] W3X4 4.50 R 1.25 6-3116" DESC. = D3 PLT. TYP: WAVE 7'4" 140 mph wind, 22.16 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. H1) = (J) Hanger not calculated (2)2x6 SP #2 Dense supporting member. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. All wind bad cases on this truss have a 1.33 duration factor. 4'4" a 3' Fe- 1'4" . 14'8" R=969# U=759# RL=158/-105# W=6" DESIGN CR r"FBC07HVHZREStOPI.2002 FT/RT-20%(0%)/ 1(0) 12'5-1/2" QTY= 1 TOTAL= 1 R=812# U=616# H = H1 REV. 10.01.01.0604.14 SEQ = 363488 SCALE =0.3750 FLORIDA QUALITY TRUSS CEL: (954) 975-3384 FAX: (954) 978-8980 3120"N.W, 16th TERRACE POMPANO BEACH, FL 33064 REFER 7SHIPPING, INSTALLING AND0BC51(BUILD NG COMPONENT SAE. TRUSSES REQUIRE FETY INFORMATCANEINFABRICATINGON), PUBLI HED BY TPI (TRUSS PLATENS TUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. 140800 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11 HS242R) / D4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live bad. Deflection meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration factor. 6-3/16" 1 DESC. = D4 PLT. TYP: WAVE 3X4(81) 03X4 6-1/4" 12 5 Cy 7'4" 140 mph wind, 22.16 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roofedge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. H1) = (J) Hanger not calculated (2)2x6 SP #2 Dense supporting member. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 4X6 7'4" 3X4(8 1) 1'4" -. R=963# U=751# RL=147/-155# W=6" FLORIDA QUALITY TRUSS TEL: (954) 975.3384 PAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, PI., 33064 DESIGN CRIT=FBC07HVHZRESRPI-2002 FT/RT=20%(0%y 1(0) 1112X4 14'8" QTY= 1 TOTAL= 1 yyppNmN " TRUSSES REQUIRE EXTREME CANE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCS1(BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W, WSS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THETRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSOTPI 1 SEC. 2. R=818# U=556# H = H1 REV. 10.01.0t0604.14 SEQ = 363491 SCALE =0.3750 TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0 psf 10.0psf O.Opsf 55.0psf • REF DATE 11-15-2011 DRWG CM O/A LEN. 140800 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11HS242R) / D5G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Botchord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3: 140 mph wind, 22.09 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpf(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total bad. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 10] W2X4 S 2.50 6-3116" DESC. = D5G PLT. TYP: WAVE m3X4(B1) 03X4 6-1/4 12 5 C7 7' 3X6 Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC - From 92 plfat -1.33 to 92 plf at 3.06 TC - From 46 plfat 3.06 to 46 plf al 7.00 TC - From 46 plf at 7.67 to 46 plf at 11.60 TC - From 92 plfat 11.60 to 92 plf at 16.00 BC - From 20 plf at 0.00 to 20 plf at 3.06 BC - From 10 plf at 3.06 to 10 plfat 11.60 BC - From 20 pH at 11.60 to 20 plfat 14.67 PLB- From 10 plf at -1.29 to 10 plf at -0.10 PLB- From 10 plf at 14.77 to 10 pfi at 15.96 TC - 23 Ib Conc. Load at 3.06 , 11.60 TC - 30 Ib Conc. Load at 5.06 , 9.60 TC - 21 Ib Conc. Load at 7.06 , 7.60 BC - -50 Ib Conc. Load at 3.06 , 11.60 BC - 240 Ib Conc. Load at 5.06 , 9.60 BC - 251 lb Conc. Load at 7.06 , 7.60 All wind load cases on this truss have a 1.33 duration factor. 7' 3X41) 3X4 1112X4[10] a 1'4" R=1215# U=514# W=6" DESIGN CRR=FBCO7HVHZRES/TP42012 FT/R1-20%(0%y I/O) 14'8" QTY= 1 TOTAL= 1 w 1'4" - R=1215# U=514# W=6" REV. 10.01.01.0604.14 SEQ = 363502 SCALE =0.3750 14 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 polIG" TRUSS REQUIRE REME CARE IN EFER 7O BCSI (BUILLDIING COMPONENT SAFETY INFORMATION), PU INC. ISHEDLINGBY TPI (TRUSS PLATENS TUTE, BRACING. SHIPPING, INSTALLING AND R218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORDSHALL HAVE PROPERLYATTACHED STRUCTURAL PANELS AND BOTTOM CHORDSHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITHTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OFTRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 140800 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE COMN Job:(11HS242R) / EJ9 THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Lt Level Return 2x4 SP #3: H1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. Deflection meets U360 live and U240 total load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 9] W3X5(R) S 3.00 6. 116. 3X4 s-va DESC. = EJ9 PLT. TYP: WAVE 3X4(61) 1113X8 12 5 Ey 140 mph wind, 22.51 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCp)(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Right end vertical notexposed towind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity bads. All wind bad cases on this truss have a 1.33 duration factor. 1112X4 d 1'4" . R=654# U=527# RL=383/-33# W=6" DESIGN CRR=FBC07HVHZRESITPI-2002 FTIRT=20%10%y 1(0) 9' 1113X5(R)(91 QTY= 20 TOTAL= 20 i0 in Ch 71- R=489# v R=489# U=464# H = H1 REV. 10.01.01.0604.14 SEQ = 363358 SCALE =0.5000 IS FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 FoliNa... TRUSSES REQUIRE EXTREME CARE IN SHIPPING, INSTALLING ANDREFER7OBCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATENS TUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18I16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf 0.0psf 55.Opsf REF DATE 11-15-2011 DRWG CM 0/A LEN. 9 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE MONO Job:(11HS242R) / M9G2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS Bot chord 2x6 SP #2 Dense Webs 2x4 SP #3 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 22.79 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpI(+/-)=0.18 H1) _ (J) Hanger not calculated (2)2x6 SP SS supporting member. Deflection meets U360 live and U240 total load. All wind load cases on this truss have a 1.33 duration factor. 2X4(A1) 6.3116" I I DESC. = M9G2 PLT. TIP: WAVE 2 Complete Trusses Required Nall Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bol Chord: 1 Row @ 8.25" o.c. Webs : 1 Row © 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind reactions based on MWFRS pressures. Right end vertical not exposed towind pressure. Girder supports 14-8-0 span to BC one face and 2-0-0 span to TC/BC split opposite face. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11] W3X4 S 2.50 12] W3X4 S 1.25 16] W4X6(R) 1.75 R 4.00 1'6-5/8" - R=2107# U=1271# W=6" DESION CRR"FBCO2HVRZRESOPF2002 FTIRT"20%(4%y1(0) 6'9-1/2" R=2038# U=1229# H=Fi1 QTY= 1 PLIES= 2 TOTAL= 2 REV. 10.01.01.0604.14 SEQ = 363612 SCALE =0.5000 16 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER 70 BCSI ( BUILDIare NG COMPONENTNT SAETY INFORMATION), PUBEX fREME CARE IN LISHED BY TPI (TRUSS PLATE INSTITUTESHIPPING, INSTALLING AND , 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL 30.Opsf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 9 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE MONO Job:(11HS242R) / M9G THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Retum 2x4 SP #3: H1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. Deflection meets L/360 live and.U240 total load. All wind load cases on this Iruss'have a 1.33 duration factor. 6-3/16" 3X4 6-1/4" DESC. = -M9G PLT. TYP: WAVE 7' 140 mph wind, 22.09 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed towind pressure. 1 hip supports 7-0-0 jackswith no webs. No SIZE SHIFT BITE 11] W3X4(R) S 1.50 13] W3X5 S 3.00 2' H IC 1'4" - - R=808# U=496# W=6" DESIGN CRT'FBCO7HVHZRES/TPI-2002 FTIRT=20%(0%II I/O) QTY= 3 TOTAL= 3 9' 3' 11-15/16" R=1016# U=593# H=H1 SEQ = 363391 REV. 10.01.01.0604.14 SCALE =0.7500 19( FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 miNer TRUSSES RbOUIRE EX SHIPPING, INSTALLING ANDRER7bBCSI (BUILDING COMPONENTSAETY INFORMATION), PUBE CARE IN LISHED BY TPI (TRUSS PLATE NSTTUTE,BRACiNG. EF 218 NORTH LEE STR., SUITE 312, ALEXANDRIA. VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20I18//6GA (W,HISSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON 13 -IIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANYINSPECTIONOFPLATESFOLLOWEDBY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL 30.0psf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.0psf REF DATE 11-15-2011 DRWG CM 0/A LEN. 9 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE HIPM Job:(11HS242R) / EJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 Dense Lt Level Retum 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live bad. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 6.3116' 3X4 6.114" DESC. = EJ7 PLT.TYP:WAVE 140 mph wind, 22.09 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpI(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Deflection meets U360 live and U240 total load. All wind Toad cases on this truss have a 1.33 duration factor. R=284# U=362# NAILED e 1'4" R=545# U=493# RL=335/-33# W=6" OESIGN CRR=FBC07HVHZRESRPF2002 FnRT=20%(0%f 1(0) 7' QTY= 3 TOTAL= 3 T11-15/16" R=322# U=44# NAILED REV. 10.01.01.0604.14 SEQ = 363368 SCALE =0.7500 is FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TP.RRACE POMPANO BEACH, FL 33064 ryypmomow. TRUSSES REQUIRE LXl REME CARE IN FABWCA 1ING, HANDLING, SHIPPING, INS FALLING AND BRACING. REEF RR TO 9051 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,HISSIK) ASTMA653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLYPLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING (5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM 0/A LEN. 7 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE EJACK Job:(11 HS242R) / EJ7B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: Deflection meets L/360 live and L/240 total Toad. All wind load cases on this truss have a 1.33 duration factor. 6.3116• e 3X4 6.114" DESC. = EJ7B PLT.TYP:WAVE 140 mph wind, 22.09 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC OL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 2'0-1/2" R=21# U=71# NAILED 1'4" H 4'11" R=433# U=393# RL=335/-33# W=8" DESIGN CRI=FBCOftNHZRES/TPI.2002 FT/RT=20%(0%v 1(0) 7' 0.1 QTY= 2 TOTAL= 2 R=503# U=488# W=6" 0 M 0") 3' 11-15/16" R=251/-60# NAILED REV. 10.01.01.0604.14 SEQ = 363431 SCALE =0.7500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16111 TERRACE POMPANO BEACH, FL 33064 RNINGe. TRUSSES REQUIRE EX TREME CARE IN REFESHIPPING, INS FALLING ANDRTOBC51(BUILDING COMPONENT SAETY NFORMATIOIN), CATINGPUBLISHED BY IP1(TRUSS PLATE NSTITUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 7 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE EJACK Job:(11HS242R) / EJ7C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Retum 2x4 SP #3: Deflection meets U360 live and L/240 total bad. All wind load cases on this truss have a 1.33 duration factor. 8-3116" 3X4 6-1/4" DESC. = EJ7C PLT. TYP.-WAVE 5' 140 mph wind, 21.68 ftmean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roofedge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 1'8-1/2" 4X5 2' R=30# U=130# NAILED 1'4" H 1.0 4'11" R=445# U=445# RL=277/-33# W=8" DESIGN CRR=FBC07HVHZRESIrP1.2002 FTIRT=20%(0%y 1(0) 7' QTY= 2 TOTAL= 2 R=504# U=610# W=6" ID 0') R=240/-91# U=10# NAILED REV. 10.01.01.0604.14 SEQ = 363436 SCALE =0.7500 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFER TO SCSI (BUILDING COMPOES NENT1T SAETY INFORMATION), PUBLISHED X1REME CARE IN LBY TPI (TRUSS PLATE INSTITUTE, SHIPPING, INS ANDBRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BYAFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20I10/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 7 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE EJACK Job:(11HS242R) / EJ7G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Retum 2x4 SP #3: Deflection meets U360 live and L/240 total bad. s-3%' 3X4 6-114' DESC. = EJ7G PLT. TYP: WAVE 3X4(81) 12 5 (" 3' 140 mph wind, 21.26 ft mean hgl, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. 1 hip supports 3-0-0 jacks at left end and 4-0-0 jacks at right end. Jacks have no webs. All wind load cases on this truss have a 1.33 duration factor. 4X5 1112X4 4' 2'0-1/2" R=23# U=34# NAILED III2X4_ 1'4" 4'11" 1112X4 7' R=447# U=276# W=8" R=673# U=363# W=6" DESIGN CRIT=FBC07HVHZRESRP14002 FTIRT=20%(0141" 1101 QTY= 2 TOTAL= 2 R=-50# `Rw=43# NAILED SEQ = 363446 REV. 10.01.01.0604.14 SCALE =0.7500 FLORIDA QUALITY TRUSS CEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFE)t TSHIPPING, INSTALLING ANDOSCSI (BUILDANIor. TRUSSES NGCOMPO ENTRkQUIRE EXIREME SAE NFORMATIOCARE ININ), PUBIINGLISHED BY TPI (TRUSS PLATENS TUTE, BR4CING 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC, 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 7 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE EJACK Job:(11HS242R) / EJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Level Retum 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity bads. 6.3116' r3X4 DESC. = EJ3 PLT. TYP.-WAVE 140 mph wind, 21.26 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. lw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Deflection meets 1/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration factor. R=102# U=282# NAILED 1'4" 3' R=409# U=696# RL=372/-33# W=8" DESIGN CRI=FBC07HVHZRESIPI.2002 FTIRT-20%40%y 1(0) 1 R=276# U=21# NAILED QTY= 4 TOTAL= 4 REV. 10.01.01.0604.14 SEQ = 363416 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 PAX: (954) 978-8980 3120 N. W, 16th TERRACE POMPANO BEACH, FL 33064 mow. TRUSSES REQUIRE EXTREME REFER 70 BCSI (BUILD INCOMPONENT SAETYINFORMATION), PUBLISHEDCRE IN FABRICATING,LSHIPPING, INSTALLING AND BY TPI (TRUSS PLATE NST TUTE, BRACiNG. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40)60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ONTHIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHDWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.0psf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 3 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE EJACK Job:(11HS242R) / JS THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord Lt Level Return 2x4 SP #3: Deflection meets 1J180 live and U120 total bad. All wind bad cases on this truss have a 1.33 duration factor. 3X4(R) DESC. = JS PLT. TYP.-WAVE 140 mph wind, 15.00 ft mean hgl, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=0.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Shim all supports to solid bearing. MWFRS loads based on trusses located atleast 30.00 0. from roof edge. R=177# U=250# NAILED DESIGN CRIT=FBC071-VHZRESTPI-2002FTIRT=20%10%y 1(0) QTY= 2 TOTAL= 2 ATTACH TO TRUSS w/ 16d 411 O.C. STAGGERD 23 SEQ = 364632 REV. 10.01.01.0604.14 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 REFESIIIPPI, INSTALLING AND R TO SCSI (BUILDNG COMPONENT SAETY IFORMATION), PUBLISHEDFABRICATINGBY TPI (TRUSS PLATE INTTUTE,BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BYAF&PA) ANDTPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W.K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf O.Opsf O.Opsf 45.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 20600 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE MONO Job:(11HS242R) / CJ5 THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Level Retum 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity bads. 6.3!16' DESC. = CJ5 PLT. TYP: WAVE 140 mph wind, 21.68 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 4.50 R from roof edge, CAT (I, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCp((+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Deflection meets L/360 live and L/240 total load.(2/14 All wind load cases on this truss have a 1.33 duration factor. R=198# U=299# NAILED 0. 1'4" R=452# U=458# RL=285/-33# W=6" DESIGN CRn.FBC07WVHZRESITP1.2002 F17111,20%(0%y 1(0) 5' QTY= 6 TOTAL= 6 m L0 ih R=299# U=31# NAILED SEQ = 363371 REV. 10.01.01.0604.14 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 1601 TERRACE POMPANO BEACH, PL 33064 FINING" 1 FUSSES RTO SCSI (BUILDING COMPON REQUIRE SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATEINSTITUTE REME CARE IN SHIPPING, INSTALLING AND BRACING. EFER 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BERESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,IOH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.Opsf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 5 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE JACK Job:(11HS242R) / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Level Return 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live bad. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 6.3/16' DESC. = CJ3 PLT.TYP:WAVE 3X4 140 mph wind, 21.26 ft mean hgl, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Deflection meets L/360 live and L/240 total load. All wind load cases on this truss have a 1.33 duration factor. R=102# U=282# NAILED 1'4"_ 3' R=409# U=696# RL=372/-33# W=6" DESIGN CRITwFBC071-1VHZRES/TPI-2002 FTIRT-20%(0%y1(0) ID N M N R=276# U=21# NAILED QTY= 6 TOTAL= 6 REV. 10.01.01.0604.14 2ti SEQ = 363374 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 Rmaii. TRUSSES REQUIRE REFESHIPPING, INSTALLING D R TO SCSI (BUILDNG COMPONE TTSAREMEETY INFORMATION), PUBLISHEDC.AHE IN BY TPI (TRUSS PLATE NSTITUTE BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY. AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM 0/A LEN. 3 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE JACK Job:(11HS242R) /CJI THIS DWG. PREPARED BYTHE ALPINEJOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Level Return 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live bad. Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravitybads. t 6.3)16" r3X4 u; DESC. = CJ1 PLT. TYP: WAVE R=-52# Rw=166# U=58# NAILED 1'4" 1' - R=409# U=764# RL=240/-31# W=6" R=251/-10# U=15# NAILED DESIGN CRI-F8C07HVHZRESRPI.2002 FTIRT.20%(0%Y1(0) 140 mph wind, 20.84 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Component and cladding wind pressures considered for uplift reactions. Deflection meets U360 live and U240 total load. All wind load cases on this truss have a 1.33 duration factor. QTY= 10 TOTAL= 10 REV. 10.01.01.0604.14 SEQ = 363377 SCALE =1.0000 FLORIDA QUALITY TRUSS I Y 1 TEL: (954) 975.3384 FAX: (954) 978-8980 3120 N.W. l6th TERRACE POMPANO BEACH, FL 33064 pomp*. TRUSSES REQUIRE EX1REME CARE IN SHIPPING, INSTALLING AND RR TO BCSI (BUILDING SAFETYGCOMPONENTINFORMATION), PUBLISHED BY TPI (TRUSS PLATENTSUTE, BHACING. EFE 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OFAMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROMTHIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20I18I16GA (W,HISS//K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING (5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSI/TPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf O.Opsf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 1 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE JACK Job:(11HS242R) / HJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lt Level Return 2x4 SP #3: Deflection meets U360 live and L/240 total load. 140 mph wind, 22.08 ft mean hgl, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Hipjack supports 7-0-0 setback jacks with no webs. All wind load cases on this truss have a 1.33 duration factor. 5'1-11/16" a R=425# U=341# NAILED DESC. = HJ7 PLT. TYP: WAVE 1'10-5/8" H R=613# U=366# W=7-3/4" DESIGN CRIT=F9C07HVHZRES,TPI.2002 FT/RT•20%(0%N1(0) 9'10-1/16" QTY= 3 TOTAL= 3 R=421# U=151# NAILED REV. 10.01.01.0604.14 SEQ = 363388 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120N.W, I6th TERRACE POMPANO BEACH, FL 33064 SHIPPING, INSTALLING AND RTO BC51 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATENTS UTE, BHACING. EFER 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITHTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20I18116GA (W,HISSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf 0.0psf 55.Opsf REF DATE 11-15-2011 DRWG CM O/A LEN. s1001 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE HIP_JACK Job:(11HS242R) / HJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Level Retum 2x4 SP #3: Hipjack supports 3-0-0 setback jacks with no webs. All wind bad cases on this truss have a 1.33 duration factor. 6-3/16. E2X4(R) DESC. = HJ3 PLT,TYP:WAVE 140 mphwind, 21.25 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Deflection meets U360 live and L/240 total load. R=82# U=69# NAILED 1 1'10-5/8" DESIGNCRI-FBC07HVHZRESIP1-2002 FT/RT,-.20%(0%y 1(0) 42-3/16" R=276# U=165# W=10-9/16" QTY= 2 TOTAL= 2 0) R=16# Rw=17# NAILED REV. 10.01.01.0604.14 SEQ = 363440 SCALE =1.0000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 1611i TERRACE POMPANO BEACH, ET. 33064 MIG,* 1RUSSES REQUIRE LX1REME CARL IN INSTALLING AND REFER TO BCSI (BUILDING COMPONENT SAETY INFORMATIOIN), PUBLISHED BY TPI (TRUSS PLATE NSTTUTE, BRACING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN LNETCTS, IN, LNT BE RESPONSIBLE FOR ANYVAT ON FROM THIS DESIGN; ANY FAILURETO BUILDTHE TRUSS N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSITPI 1 SEC. 2. TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 11-15-2011 DRWG CM O/A LEN. 40203 DUR.FAC. 1.25 JOB #: 11HS242R SPACING 24.0" TYPE HIP_JACK 1 -s 3ER 1 2006 - ST-WEBPJ_CE I sem.— tLI .-.----". --=,-=.1--- w- u l a. x 1 A. 3 B t - i L 1 -=-= 1 d3`ar,. 7.=-----------,-- _ _-- --__ - Y = =-= '" = tG= sem z __ rte I _ = i 1 = 1 -ra 3rs i r* :sem, 44'43 1 ii= i:J= - yrs = — l: zt ir+' _ ;mac: ' may.^-----j'n: 21 1 j3" T •L-._.• 1 _ +•ems _ s- _x'.. sAA, Y. ,• 1.7,143n1-5 I 1 _ 4= } _ = - .....-..- -tom.-...r. _ 1 5 z -a --mar: xT-o- - ....s. s - a.-a£.S- .3-, S-_ fri ss .3 7----s - ----sr -c-. Es..-5 t.ae.=•-.i_ v=.. ^i - 5 s zs -=.- w3•L'>_- ---tom moo:$ L2`Fr'i i z==_ ave =T _ — I 1 1 3 i I t Nig s 1 GENERAL NOTES Truss are not marled in any way in identify the frequency or loon ofrPmporary to al ,at int and diegornel bring. fellow the iecornmendons for handling, tnfi,g and temporary raining and breing of tru..xs. Rat- iD 3C5". - Guide to Goad Pracce for Handling Instalina. Rsi,ainine Bradna cf Metal rtaM Connected Wood Trusa 4'* for mere_ del.' d inthrritaica. Truss Drawings hey ;pact; !titans cf pa -moment_ tai=dl r „t or rerSct:,ant for inch -idol truss recbar. Rfe th the 3C3: - 3Z...* for more infor tartan. All ctar bidnng d fgn is the .reccnsbrlriy of the balding dssigrer. NOTAS GENE LS Los vasa no mart nrarodas de ningim rncdo gas iderinrgeefalimeade'Icof addndera odcakYaal yarncsmemayenal poralrs UQ ,e,daes demagic, rr dr,yar, n rIda loser i/adicf o 3C5,- Gib de&reinProcca gra / l4cneia- r, lacdn_ v Airs -ese los i-e.sa de Madera Car 0dos cvn PIa de ,'4eI ` gra arnraen idsdada. LDS tujcs de d.A de los 0-umes gux-r ecfer as tcEff dcns de legal i,roranere o oxrzc a l ,rrertrus Mdiidreles dd bsaa Vas is lc is=m ear 3y•3 area r fi ,.acn ' eSa de :os d de Snfo A-iIDr.:titS' M7 a row, rebind :-M dordel ad,mm-, Ire rsequanr s Swapper i idGnc, aecng, iiing, . udining and bradeg ter, ro-_'it in a Marr ofthe sthr&se, or wow. s=r:'ctspersonalra_i injur / or &rai.. .. 1 :: :• 3- 1 __-L :=-iftado ere _n 7ranafc, Irwn*_ mere, ddn, raseie=dn y F. e In=, r puede ser la oda de la a re o sin peer, 'r dos 7 nuerros. Banding and trues plat. -i have sharp Vis. Wear gloves what handling and / glace whenrg banding. Thras de ::-eel ienen hordesar7ados. Vete nus t y ler 3 prcte>.forsa : uando srL'e las - airdwas. HANDLING — MAJF7O A cid !Moral ber•.d',rg. Erik to dedon lateral. lira. C4iieonbactorisrespansbiefor property reQivin_a, uniaading and stirring the hoses at the jobb. Unload tru*a anooth surface w prevent Manage. S contraire dare la rapansebuided de redbin dsc3rgaryakracerraradecuadamerz los vire-a e la °bra. Datarguelos busses al la flame liar pare pevenir ei dano. AitilirallE Use special ram in windy weather or near power Fir;s and aircor-s. Spreader bar. fortruss t Uarce afidado sapedal ar dfas yerrmsas a .are r nb!-- el=ccdiafso eavorratm Use proper rig- ging and hoistng equipment Use aluipo apropiado Fora levan¢re Tru may be unleaded dredly on dm ground atie tune of_-allvayor.x.nad au,udrily in cuss, -d with the ground aft -;lave /. If in are 10 be hmizcntsliy for more than one pier blcddrig of sari '=,i height beneath the sb0ofai_ 8' C2.4 al) to 10'(3 m) ons (o.c). Ia0" .pua'arsadesescgw'os er sudo ear equelirou,,s,iu de a„Layd 0 alammnalos i3uporad,.eae si w„ on el s.eod r.., enfrega.xksbuarsa gteardadcs frortor&Irearte para rias de una Panne bkarra..rrcb dealbfra -rri'cre d - 2 pile de kG tit — --a 8 10 pies al ...wit Jjo.c). FcseeSiad formorethanone tv.fr., aver t,urgliSLTi urultLT.fromto enviiorirneiP Psa vura guar:k-dta perr de una x„m td,. abra las; f Farap vruga os arnbrade. 2`4dID=+.5- i'vrmcradarted i,uvrumtell petsiiisg to hend9ng andlobsla storage 3f tc= ileael11317 c:7• pare imolu,aLiu,iniSa d F ariaetreatnaarejo yaGrz.raredo de [05 loris -a 37368de.,dkp. DO NOT bra urbr Cid btmd!ee upi:yt,L NO alrnacene verdmlmarie los DO NOT store on moral ground. HOISTING RECOMMENDATIONS FORTRUSS BUNDLES RECOMEiVDAcIOTIES PARA LEYANTAR PAQJEES DE TRUSSES t Durr overloadthe crane. M3scaracargue fa N='1F.3 +R banding M lita bundle. AMPICA use las ai=dursrera leranir,sn pequa. single ! point may be ussd for baric, rr: up 0 45 (13.7 :n). Two lift pointsmay be used for bundswith up t 60' (1B3 m). Use at test 3 Wc points for bundle- vin tr:ad yraf-than 60` (183 m). cede user un 5010 lues de l=+r-nfer par 2equrtede b- s fiesta 45pies. Pine us= dos pe 8 de leisr sea peau. s ma's de 50 pies Use For to maria vas purdos de !eraidor ps,a eguere-'ua a 60 pies MAR1132-4. Do notmimics(' apo set:c with th.w bunde. T ria=z .11 4! 1;rr-rgere L e fa a accyada xn elpeau d 7ur». Ptah a r. bends in s51,bie ^-ositcri use oequ- de to, • - , ar, :ma pp: tsble. HOISTING RECOMMENDATIONS OF SINGLE TRUSSES Si HAND r2COr;'iALENDr?CC Olri=S D =^/'A TAIIZ NTO DE TRUSSES 3i•/Vrz—osmaS POR L.4 MAN° Tr, •- 2G' 5.1rnjor sr..ccr` at peak. Sopor delpar los vrt ade 20 pies o 1175005. Truss. -as up to 20' >II Trusses haste 20 pig Truss=- 30' 9.1 mj or avpert at qu-aria point. Saporta de los aortas de temp los Trues de 30 pie 0 arenas. Trussa up bo 3G' 9.1 m) Trusses testa 30 pie HOISTING R- 014514NDIATIONS FOR SINGLE TRUSSES C'DM=f1JDA6-O ES PARA EVA3VeAR TRUSSES !NDYAWAL ES Hold each -muss in posmcn with the :aar.iion equipmentuntil too chord terporar/ IMeal is installed and the trer fan=ned tate bearingpoints. Sosenga sada truss en posedncan a7uipo degna hasty quala: d.,. r,rid,r lardl nperal , eferda superior ata fnitiado yd vus esti asegurado en lassoportess. litc 4Using a single pick -point at the peak can demagethe Goss. El use de un 5010 loner en eipiespare fevenlar puede banal deo al vasa IOalma0re stiara draigr,2L sunder her mean_ fie l Snusuderra- V2e T s- 439 : e- .nth ea' orfes Approx. 1/2 . urs, length Tagima _r sham cry rrcd-,`...Yat Math 10' o.s. plena Smart.- ar3 th 34tr1s;mo; -- Talmo u ...Y, • Tam? 5_ .7.- TEMPOR.ARX . RA a. BRACING RESTRICCION ARRIOSTRE TEMPORAL 142.7 Refer to 3C5.7.-5 - inr more information. Van at rssnr,en ?r_ - 3 t* ° cars: alis info,= nation. locaba ground braces for •„Z &mfiy in line with alt rows of top diordnporary lateral :a irrt (s ebte in the net column). Colcque acs anfiru& as de bora para si prirr,er ntitian nip en fines con rda ilii de las las de ,,iu.rdn fateral;x-rncoral d la werda 3rparlcrCabin3r la piu..,ii3 calunrne). DO NOT well: Oil unbrac-d NO tarrrire en fres,S r elms. Bracefirribs: 4-- securely before eecficn of adddit baa. STEPS TO SETTING TRUSSES 1., MEDIDAS DE 1.4 IJVSTALACI iN DE LOS TRUSSES 1) Instal ground bracing. 2) Seri first and attadl ssCtseiy ba ground bracing. 3) Sri: next 4 busses with short mamba* temporary f6'.a1a1 mostfrit (sem 1,dow). 4) InsMil top chord d-agordl bracing (s a below). 5) Install web maser plane dagonat bracingho sbs¢e the first five et a ( below). 6) Install bub.i.mi therd tenporary le of rte° airt arrd drecnal bracing (sem below). 7) ewe. --t prccs an groups oftbm- MIME untl all to ars 1) IrsWe los air.t. : a de r-fena. 2) IrsWe el prrmero truss yate s urartente al anima de Sana. 3) 8siafe los prh nos 4 tns.s con . a,L:cd6n r sl tmporal de mlembro caro C.fea abajo). 4) instate d am siregaol de la a erda supeifcr (n3 abajo). 5) In ale arrfos, aagunrd pea los pb.nw de 105rn cobras nrndarios bra es bjTic los primers dem b -r. i abaft)). ) ale :a rase art iat7a! tempoal yanoufre diagonal para le c!1Hd3ihTCr via abajo). 7) R-ita ,. cr> frtiesrin en grcrpcs de aeta bvs a festaquaS desl:s Txfad-cs. QTf E' R to305 -32 :Cr more frfm,,.iu-cin. 3 raz)rrarSS =32 H„ amus irucmraan. RSr rZA' ISRACZNS FOR ALL PLATES OF TRUSSES s f LCION/ARRIOiS7R PAS 70EQS PHOS DE TRUSSS T This r Aar, t & bating .riod is for all tr,• eft 3x2 and 4x2 .eUet chord rt s (PM). Se_ tap cif necolumn for poary .eLr rL and baQg s PO's - Foe. CT. F m&do der aI icon y an -lustre para Su• do tnesse azrb de err .!e, padders PCT) 3x2 y4x2. yea toparte suparfor de la column par_ la r ,:cddn yaniost e t :rnpoal de PC.s. 1) TOP C:OR:3 - CJERDA SUPER DR 3r-5- _ tom,_ c-----a.-`-g''= 7, ... 4«--r' a"E -1 F ,. ,iF' .k t-- -i . 1ze.. _ Upto 30' ! N c r`%Lc <C u:".T>.k 9.1m) i 10' (3 m) O.C. max 30' (9.1 m) - 18 2-4 m) ac max 45' (13.7 m) 45'(13.7m)- 60' (183 m) 5' (1.8 m) o.c max. 60' (18.3 m) - I4' 1.2 m) ac ire^ 80' (24.4 m)* _ Consult a Registered Design Pmfsas;onal for &ussA longer than 60' (183 m). Consulte a on Prof.ssforal Regitradc de Dselto pea trusser /nus de 50 pies See •1-31 forTC_R optons. 'r-'' we e1 32^ para option-- de TCTGZ ' =-r tri@ Referio 3C53 -5.-'74=m for Gable End Farre re- shainYt/brairwg Fd,6un=meet afun,raifon Para irfomradhn sabre natic- dcryarriastreJreuem para Armamns's les vwe el asuman 3,.:._-63 e 4cts: Ground bracing not shown Sr clarity. 2) WEB MEMBER PLANE - PLANO DE L2.75 I E145P. *S SEC13IDAP.IOs rasi LATERAL RE S-MA;NT DL O 1AL BRA0cNS ARE VERY IMPORTANT iLA RESTRICTION LATERAL YEL ARRiosTRE DIAGONAL SON L' PORTA#! 1SI Wd1 mer&eis RSiRA1NT&3,RAi li6FOR3;2AND4:2 PARALLEOiORDTRUSSErS RESTR!ccz' rfYARRIOSTRE PAM TPJ -1-E5DE CLIERDASPARALEL453' Y4:.2 10' (3res) ar 01 0 bracing Repeat dragon' bracing 15 d..8rr)' ever/15truss spaces 30' 9.1 M) maffeE Rehr to BC -37x -'sor more informalon. Yea a1"'r'Horn 3Ls 3 para t, o iracrmadcr Apply brace to verilcal wets atmid ozxrerroredA timing factions. Mated tsa( lapped atlaAlas -o. cop ctord temporary lateral rasa -,int spar g sal be18' (3 a) az. arA.hr 3_2 ,bards and 15' (4.5 n1) o.c. tar 4i2 dards INSTALLING - INSTALACTON Tofaarees for Cr -o ?lane. Tolear. ;za Fuer-de-Plano. Max. HowVII --- Y/ r bitz~ °•,x - '''-" - B, _ - Ill 314' 3' T. r - n-" 1i ' ph• (19 mm) (0.9 m) ma Tolear1G for 1 1;'- r ( 25 mm) 112m) Out-of-?tumb. Tole2rdes„aa Frsra-de-Plo ,nada-. 050 r0 (P) 114" 6 mm) (02 m) a:2" r 713 mm) :0.6 m) 2dax 3ow Trms'_'n41h 718• 14.5 22 mm) (4.5 m) 1/4" D D max .= 32 Mani (1a m] Wit. 1-112" 38 mm] (1.3 m) CONSRUCON = OAD=?IG 1-314" m) CAR1 .4 ;D C33iL 7P.LICCCPl ( 45 " (21 ' za V DO mo -,-proceed with con su allcn until all fatdd (St mm] r?24m) 1" 15.7' 25 corm (5.1 m) 1-118' 18.3' • 29=1 (5.Tma 1-114' 20.8' 32mm) 16.3 m) roLdfnt and bracing is securely and properly in place. 1+10 promda con la mnscucdan hasher que fodas las afuic- dones latraies y loss arrostra 531?17 colocados en forma apmpiaday 9ra. rw DO Nom=' aomed rredrnrrn static hdgha. Refer to.^'-:"* for 1.,u,C information. NO aceda las alturas nub' dmas de monbin. Yea al maumen 3t 34" tFara ma's infonnaddn. DC 1-3/8' 223 35mm) (7.0 mi 1-112' 25.00' 38 mm) (7.5 m) 1-314' 292' 45 mm) (8.9 m) 2" 533.3' 51 mm) (10.1 m) SYS1_.- T''''' Material II Height Gypsum acrd 12." (305 ram) Pryuood er058 15- (406 mm) Asphalt Shingles 1 2amd0s Coactste Bradt ! 6' 203 mann) Clairts 13-41 es high Repo Ldiagonal t acs for each se_ of4 t;z Rept a los somas dragcrials paha .05da grapo de 4 ts, Diagonal baring 10' (3 m) -15 (4.6 az) awa. Same saacin as bias chord tat er 7es ainc 3) Ba iTC 4 C -ORD - CUSRDA TMF 3OR i 3 al Racainis - 2x4x?' or - 1 1 • r= yhc ic at-i;r,,ed cora ild0l , 1 '4- t .- cs,.. Bc om chards Diagonal r ever, 10 truss spares 20' (6.1m) maze Plow: Some doord and web membss not shown for darty. Baum dtord= 10'(3m)-15 (4.6 m) max. Diagonal braces every 10 truss spaces 20' (6.1 m) mao. Note: Some Chord and web members not shown for darfty. rss• ass? '. =.: -. .?x. _.. ; NOT overload small groups or single trusser. 117. sobrti -. yue pequefasgrupos a busses indfvidnal NEVER>tsck materials near a peak or at nerd -span. P0'%O7 anonnme !cG materales cr29 de un pica. Place loads over as many truce as possible. Coloque la e.rgas sabre tants err -M- tomo sea post/e. Position loads over loadl,,er-rirng vrafs. Co1oque las c-rrgas sabre las per e -para ALTERATIONS -.A_r ER.,Ac1CNES A.t ilLtE Rua• 0'm >I reahMan DD NOT rut, after, or drill any shuebd member of a tnrss unlea Af+.c fly permitted by the design drawing. 110 cow. alter o p= -bre ring&1 ndembm estuhf/ralde rr, !7 a metros qua pesnutido dcroreo del _hero cid truss. Tr uo that leve beam mralrradc{f during wns ; udion or ailmed vrr'ttrout theTr'. rvianufacthre s mica- aporovsl „nr rA1da heTrr_ rufac r ranr'Ced warranty null and void. Trr,s .- goerser herr, sobredo duranfala mrsi= uponoIran iddc 0J( edas mter =45:0 non presia dal Fabriamie de Trus, pueden hares ratio ydrr efectp fagar nta frmirada dal Fabr!- nte de Trate Cardathe gemposestMenafactmerfax mete ieurnmiion errcarsana Registered - 'f1Fz cs To mire, 3rairprbrarg MIFa:'i{s daanrma, viamYw ustrYa r- /bj. 7108E nstaw0028U' mrdtwo dmigrs rsymem smer•03nem 5s •....M1•r:._ Sal =reapeatx8 .r•+-:'')50 nwirca platelsf iuuder imtheworktheyheseeywi m as 3A' est tIli asgsteembsetewas ffre nebanro wtierL 3s'mutt sem-.. 5 ton of rp y11 -s prmabtrm a.:iie&a: xetara- ' f esrrarinctimamdtk.st,sz5,.,r .sewhrtalsliasttz±resemcmg T . s foriarcosj, tsclUrai,. ,easy a;! 9 e•, are 6353 Wal 0:53 =xwm afbEt519 mtearrelinvrirerInghL13desbn, seg irst r.brgmta,rtel r d. Invoked, be ruby m3 alnF.fer ma by 3 ! d5•-mrerr YLl t.'L ac:.e.er".6 be ba:.p.ral3 supsisqtrMete:5dryd de=mob- ag.aaSr: - rwddter ^ 113i asttt ha" ristainiggibraciag am providing s.Zifa r s, or®s,t >.misad uJa.c`.rli, giachmiNffang =wands wd bytlacoetra 11as,yrt'. 55i1pla y isrf. Tjtissam3s- 3rtsug5'mgreme; 7rwL-11.4 or arras. awu.m, ,...antiIte-turrail 63006,1e.p e1 •14adiSon, WI 53714 508W4-4844 • reemabdadmiryoan TRUSS PLATEINStallTE V.8 N. St, Sle.312•Ate e,VA22314 703/583-1010 • wwwtg r.vr-..' - _ wk. :es aa.'s ..i wiMs ar•3aF ia4.I.F4°f TRUSS TO TRUSS CONNECTION DETAIL FOR CORNER SET. For all lumber, plates, etc, refer to original sealed truss drawings. 141 I -lip Truss S;o J-2 J-3 V) 7'-0" 1' 2'0" o.c 2'0" 2'0" 2'0" 2'0" NOTES: 1) Truss to truss connection for this corner set is designed based on Southern Pine lumber. 2) Truss to bearing support connection by others, 3) Wind loading is based on 146 mph per ASCE 7-05, mean roof height of 30', exp. C, enclosed, importance factor 1.0 and totol dead of 10 PSF. 4) Duration of load factor for wind is 1.33, 5) Truss reactions and connections shown are based on ASCE 7-05 MWFRS, 6) Application of toe -nails per NDS -2005. 12 4 to 7 Imo--'' j_3 J J-2 1'0" 3'0" 5'0" 7'0" J-1 IN Di NOTE: (DIA. = 0.148", Length = 3,0") gun nails may be substituted In place of 'I6d toe -nails up to the maximum gravity reactions and uplifts given below : 2) NAILS —> Max. Reaction = 265 its Max. Uplift = 282 3) NAILS -/ Max, Reaction a 397 # Max. Uplift = 4234 12 2.83 to 4.95 sox = (3) 1601 ( 0.162"x3.5" ) Toe -Nails 2) 16d ( 0162'x3.5' ) Toe -Nails 9-10-13 Hp Jack 2" xr GI+ eiC4.-+ 1.0.01. 1'1 rt. ,.. 611,,nrA„ T, hm 3904 Parke East Blvd. Pampa, FI 33610 hone: 813-972-1135 Connector plates shall he applied 011 both Wee of Wien of eoeh Iolnt. Center the plates, unions Indicated othorwine, No loose hoots or wane In plole conloct nreo, Splice only where shown, Overall spans oeeume 4" booting of finch end, unions Indicated atlmrwiee, Culling and Iabrlcntien shall be performed on equipment which produces onug-titling joints andMotes. Unless olnerwlne noted, moisture content of lumber must not exceed IC% al lime of Inbrioollon and Ode design Is not opplIcoble for use with lire retardant lumber and some prenervotive bailments, This design was prepared In nncordonre with "National Donlan Specification Int Wood Construction" (AFPA), "Nollonol Noun Slandnrd Ior Meld Plate Connected Wood Trues Constriction" (ANSI/TPI 1), and THUD Design Criteria for Trueeed Rollers, Robbins Eng, Co, bears no respanelbnity for erection of trusses, field bracing or pnmlonent truce hroeing. Refer 10 SCSI 1 as published byTruesPoleInstitute, 218 North Lee Street, Suite 312, Abuondrla, VA 22314. Persons erecting busses are cautioned to emelt professional Wilton concerning proper erection bracing to prevent toppling and dominoing , Cote should be Nihon to prevent domupe during fabrication, storage, shipping and erection, Top and bottom chords should be adequately broond in the dbeenon of sheathing or rigidcellbp, respectively. 11 Is the reeponelbllIty of others to neeerloln thatthedo -elan Mode utilised In 1011 drawing meet or exceed the actual good bade Impend by the structure and live loads Imposed by the loud building dada or ht toricd climatic records, P112111011 A COPY OF 11118 D2816N TO ERECTION CONTRACTOR, IT 10 T110 RRSPONRIRILITY OF TIM BUILDING 00010000 TO RRVIRW TIxB TRUBB 000100 & VRRII'Y THAT DATA INCLUDING DIM. A LOADS CONFORM TO ARCHITSOTURAL PLANBIRPRCR ANDFARRICATOR'B TR000 PLAORMSN'1' DIAGRAM. TC Live 20,0-30.0 psf TC Dead 7-15.0 psf BC Live 0.0 psf BC Dead 10.0 psf TOTAL 37-55 psf OUR. FAC: 1.25-1.35 SPACING: 24.0" Designed By: MG Checked By: MS Rev. Data: 5/28/09 Dwg. No: Corner Connection 0522009 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2N, 2x4 SPF #2 WEBS 2X4 SP #3 VALLEY DETAIL 140M1'l-i 2x6 SP/DFL TRUSSES BENEAT2 HFWITH (3) BETTER SLEEPER. d(062"x3 1/2") COMMON OSHEATHINGTO 4) GUN NAILS (0.128"x3"). Y) ATTACH BOTTOM CHORD /OF VALLEY GABLE TO SLEEPER WITH lad " 0.C. z) ( VALLECOMMON GAASCEBLETRUSS, FOR"ENCNAILS BUILASCEDINGREFER NAILS A14030050109 BUILDING REFER TOOR 4A140GC0100300201099 FOR GABLE END DETAILS. FOR PART. ENCLOSED IN LIEU OF 1x4 "T" BRACING, 1x4 #3 HEM -FIR (OR BETTER) CONTINUOUS LATERAL BRACING MAY BE USED. ATTACH WITH (2) ad BOX (0.113"x2 1/2") OR (2) 0.128"x3" GUN NAILS. BRACING MATERIAL TO BE ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT. ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: 560# CONNECTION OR WITH (2) SIMPSON H6 CONNECTORS OR 1" STRAP W/4 -18D NAILS EACH END. LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL. HEIGHT DOES NOT EXCEED 14-0-0 NOTE: BOTTOM CHORD MAY BE SQUARE CUT OR PITCHED CUT. CUT FROM 2x6 OR LARGER AS REQ'D W2x4 4-0-0 SPAN W4x4 W2x4 8-0-0 SPAN 16-0-0 SPAN PITCHED CUT VALLEY BC SQUARE CUT VALLEY BC W2x4 OPTIONAL STUB END DETAIL 20—f-0 S`AN SUPPORTING TRUSSES AT 24" 0.C. MAXIMUM SPACING.. Building Compotion Earth 0II)', FOR VERTICALS OVER 7'-9" TALL, APPLY (1) • 1x4 "T" BRACE TO NARROW FACES SAME GRADE "AS WEB . MEMBER, ATTACH WITH 8d BOX0.113"x2 1/2) OR 0.128 x3 GUN NAILS ®6 0.C., STAGGERED. TRUSS TOP CHORDS UNDER VALLEY SET MUST HAVE SHEATHING ATTACHED TO THEM WITH NAILS SPACED PER CODE REQUIREMENTS, OR PROPERLY ATTACHED VALLEY TRUSSES MAY BE USED IN LIEU OF SHEATHING OR PURLINS, SEE NOTE (*') 140 MPH WIND, 30 FT MEAN HGT, ASCE 7-05 PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP. C, WIND TCDLQ6.0 PSF, WIND BCDLm6.0 PSF, ICzt @ 1.00 W4x4 OPTIONAL HIP JOINT DETAIL COMMON TR SSES AI' 2 " .C. VALLTY A^ Z4 COMMON TRUSSES AT 24" 0.0. le group 1009040 Ino, NTAINI (IS UlD AND 701Wl au, NOM ox TIMI !LIMO Truism require netr ma oara la fabrla tinj, t.a+ ing. 'blipping, aml.11lat antbooing. it t r to and tallawNanofwit) .Use. mbt nggo. 101e0 tolls rata d vuII •ark 0Ar toz alma htlt beta pr7 .tiaah.d . orm nrat that or IAa tMtt.m a aci a ifl t,av U drapeMMAMA pa moilano >W Omab jab f '° °"' i mad natao pap for mom information. nBOTlLNT» ruiqutni COPT 0r TB AWN To ttttlTa1 UTf0N Owl1LOTOA Till Publldlaa< 4 Oram Ona. ) shalt aaf b. abt. !or d.Hatiam fromthisd.daa, ear t.unr. ta° a m « w. trot is a. armnaa rt T?Z ar" aatbx, }uad Ob r/wlrha.w, ff tlG ooaa.at.r gam w.mada of d0/!0/tltll (16g// piab(r/ada oltri......"). A i.at in Shu driwttl air Pktiappsg. gluts of Menai amend paof«daaw Tionon bili for the true. aampoaaal chide shown, Th. tultab and we of thla aampoaaai fare any budding to the r..on,bllll;} of +ha Bufldln. ar per rr 1 r«. t. wnrdtwb.a...ml tR va,..tpt.am, ,mw..Lmadn.lr,..at mar w.w1....r..ers•SPACING TC LL 20 OR 30 PSF TC DL 20 OR 16PSF BC DL 10 OR 10 PS? BC LL 0 0 0 PSF REF VALLEY DETAII DATE 1/1/09 DRWG VAL1400109 TOT. ID. 60 OR 66 PSF DUR.FAC. 1.26 24" sung Components Group 1G[: x 1-112 O 1' x 10d Cer m= TL-'iare 0_145' x 15d Cm-azaan . S a D_162 x 3.5 3stg-a=- --'--A- raj B Vi=a- AWSIMM t_s_.— A . t = t€ = ate S-- 1W:57,---.7--,.__- z- jtee.:.« sl-1= . 2=a-s 4 zs 1 1 1142 18 las 1 51e 1. 234 v. 3 e 7-.- at:s.__5 1 24 5 _' x ( 318 1 ad 41ta1ate-138 3 44s3 as3 1 zEs4aas1 8s masIas1s 1 11 18 l as 513 1 2 ca -5 1 12 1 -mss 1 44 man 1 srs szr 1= I; 4- ] 11 ss mats 1 1112 18 35115 31e 4 231: nrt 12 12. -52"? -512.4 1- '1 1 ) 1D1ma 3 1 3 18 37ria slim 1 2 a=ss f a t 9.. -ars.. 24 233±3 1 1. 4 == 1 31 ma l 1 3 18 31.0 513 1 254 a1s!r 1 3 3 - 1 34 1 sat 1 ) -. 1 - - t 11 aim 65511 SUS H_2 3 3 18 37TE 512 4 234 5....--s----31.-, 1 5 1 1_•_ .s- 1 24 1285 1 33:3 1 1- 1 1? 1 1 M 2 . 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S a D_162 x 3.5 10dx1-U2 1 are G_148'x1•5 10d Common Ti.fm- are 11148" r ay - 15d CCSParierl Male m-eQ1nx35 EVALUATION F EPOsR"s" FOR SCS CONSTRUCTION 2s•.A_S WARE PRa..F1-'2a,R03 FOR FLORIDA P R€ JCT APPROVAL 14079 ott3ber 13„ zusa Wow) 1_ a 1 1 Clive STAS OF uAg1 SX M-1tinz'i-been r . 3stg-a=- --'--A- raj Fs. a'-....- o - =.wats;z-= " '- t€ = ate S-- 4,...-m--' 11112 1 -2 1 153 1 5 72M 1 4-L 1 13.1.2r---5.- 1 tis 1 _33. ! as 1 4Eas l as se 1 ss 1 z 2m 1 12si f zs 1 11.2 1 12 1 1= 3 5 -EIS 1 41E4 1 a2 -41.5 131 3 --'3 1 1 s 1 18s1 s 1 3215 131E5 13455 3M8 1 113 1 sz 1 153 1512151 41ta1ate-138 3 44s3 as3 1 zEs4aas1 8s masIas1s X12 3 11a 4 12 4 lea 1 131-x5 1 41/ 1 0.343--A.3- 1 .M 1 3.1. 3 E3 a 3 1 st I ! ars 1 sas 1 s 1 a 1 685 1 ss 1 3 3 5 31— 41g ai•.. ,a' 1 341 a'«is 3 s3 -- 1 sss-1 3 1 ss 1 z wa 1 3 1 12 3115 1 519a 1+ 415 z5' 3a ass -±d3 1 aa ass 1 7 2415 ' =it 1 3C55 1 325 11213m s. _ 3 3 12 3 8S 3 8 - - 414 eYtM*- - - .. - ..> - - -- t --F - - 8 1 as 1 ."_ 1 sz '"" 1 sca ttawaza 3 3 3 12 3 1$S 1 28155 1 41(4 103- .1r 4a €u sesta. 1 s 1 gra 1 man 1 s2 4 ms se aim 65511 SUS 12 3 MI51 3Fa 4114 1 1a 1ams-#s.4se vEee.1ars 1 ass sal 12512 3 Imams 4 3 3 -a 3 ins slam1 4114. 1 8.14sWss,:, t 1 3 1 73ge 1 740 13513485 13435 1325 1 3 1 12 13T,513i s1 a-Lg. 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I...1 s 1 4 Es 1 1 1 4114 1 12 1 s 3 =1315 1 41lr 1 a1s 1 s3 1 als-cs 1.s 1— 1 1 i 7353 i 713 1 =5 1 s5135135 1 412 1-2 1 s 1 8-M5 1 14 1 2./.43..W 1 3; 3 •_-. 1 51 1 5.20 1 s 1 1 1 1 s 12-- am-sT I 412 1 2 4 s- ri.M 1.4 1 L . 1:staltsa 3 r 3 1113_1 s.7` 1 s 1 a Lbw 3 R3 13 ss i ss# ss 10dx1-U2 1 are G_148'x1•5 10d Common Ti.fm- are 11148" r ay - 15d CCSParierl Male m-eQ1nx35 EVALUATION F EPOsR"s" FOR SCS CONSTRUCTION 2s•.A_S WARE PRa..F1-'2a,R03 FOR FLORIDA P R€ JCT APPROVAL 14079 ott3ber 13„ zusa Wow) 1_ a 1 1 Clive STAS OF uAg1 SX M-1tinz'i-been r . lou.. INiermes,It4c. 30/1) 8131 $eAnrbQ o WA J 1 GOLF & COUNTRY CLUB' by Toll `Brothers Lot Coverage Area Calculation: Maximum Lot Coverage: 35% Lot Size: 17,762 Building Footprint: 2,656 Lot Coverage: 15% Anti -Monotony' Plan 23/E 22lE Vacant 1 Candleberry Street Vacant 16/E" Vacant I Vacant 38/D i Vacant 37/D Vacant36/D i Vacant 351D Lot 30/D: Color Package #9 Model: Terrana Elevation: Renaissance Roof: Cedar Tan Black Antique, Tan Black Antique, and Desert Tan Black Antique Blend Trim: SW6091 Reliable White Body: SW2805 Renwick Beige Accent: SW6991 Black Magic Pavers: Olde Towne/ Driftwood Vacant 151E .,-A; a \ Vacant 32/D0. 141E Vacant Y 13/E I) j Vacant 31/D 1 fVacant Submittal Information: Lot: 30/D Address: 8132 Bradford Way Fie rrSon Stree 29/D 1\ Vacant Sip 6/o _---„„, etr° 41:r : 2. 74' 7; / 84; o, F 9/D iii . `D c ca 0 30/D Vacant 28/D CNAHAN•PROCTOR•CR• AR , INC. CERTIFICATE OF AUTHORIZATION NO. LB 2936 6101 WEST ATLANTIC BLVD., MARGATE, FL 33063 PHONE (954)972-3959 FAX (954)972-4178 E-MAIL: margate@camahan-proctor.com NOT A SURVEY PLOT PLAN) LEGAL DESCRIPTION LOT 30, BLOCK D, "PARKLAND GOLF & COUNTRY CLUB REPLAT #2", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 174 AT PAGES 137-161, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. NOTES 01. 02. 03. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. THIS DRAWING IS THE PROPERTY OF CARNAHAN-PROCTOR & CROSS, INC., AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE UNDERSIGNED FOR RIGHTS-OF-WAY, EASEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND VERIFIED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 04. AT THE TIME OF THIS SURVEY SAID LAND WERE IN THE PLAT RECORDATION PROCESS WITH BROWARD COUNTY, FLORIDA, ENTITLED "PARKLAND GOLF & COUNTRY CLUB REPLAT#2". 05. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. 06. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS NOTED OTHERWISE. 07. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF SAID "PARKLAND GOLF & COUNTRY CLUB REPLAT #2 AS RECORDED IN PLAT BOOK 174 AT PAGES 137-161 B.C.R. BEARING NORTH 89°36'56" EAST. 08. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON BROWARD COUNTY ENGINEERING BENCHMARK NO. 2585. REFERENCE: A SQUARE CUT IN ENDWALL ON SOUTH SIDE OF DRIVE OVER CANAL ON THE WEST SIDE OF N.W. 871}1 AVENUE, APPROXIMATELY 100' NORTH OF OLD HOLMBERG ROAD (RANCH ROAD). ELEVATION: 15.19 FEET. 09. FLOOD ELEVATION INFORMATION: A. COMMUNITY NO. : 120051 E. SUFFIX : F B. DATE OF FIRM INDEX : OCT. 2, 1997 F. BASE FLOOD ELEVATION : *12 FEET C. FIRM ZONE : AH PER LOMR FROM FEMA 4-2-03 03-04-203P D. PANEL NUMBER : 0105 10. ADDRESS: 8132 BRADFORD WAY, PARKLAND, FLORIDA 33076 11. AREA OF THIS PROPERTY IS 17,762 SQUARE FEET. 12. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. 2. 3. 4. ABBREVIATIONS A = ARC LENGTH NC = AIR CONDITIONER SLAB ADJ = ADJACENT B.C.R. = BROWARD COUNTYRECORDS B.D.I.C. = BRASS DISC IN CONCRETE C) = CALCULATED CA.T.V. = CABLE JUNCTION BOX C.B.S. = CONCRETE BLOCK STRUCTURE C.L.F. = CHAIN LINK FENCE C.M.E. = CANALMAINTENANCE EASEMENT CH. = CHORD CONC. = CONCRETE D = DELTA (CENTRAL ANGLE) D.E. = DRAINAGE EASEMENT E.O.P. = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER EL. = ELEVATION F.F. = FINISHED FLOOR F.P.L. = FLORIDA POWER & LIGHT CO. FWD. = FOUND GAR. = GARAGE H.C. = HANDICAPPED I/R&C. = IRON ROD AND CAP I/R = IRON ROD L.E. = LANDSCAPE EASEMENT L.M.E. = LAKE MAINTENANCE EASEMENT M) = MEASURED N.G.V.D. = NATIONAL GEODETICVERTICAL DATUM N.T.S. = NOT TO SCALE N!D = NAIL ANDDISK WT = NAIL AND TAB O.R.B. = OFFICIAL RECORD BOOK P.B. = PLAT BOOK P.B.C.R. = PALM BEACH COUNTY RECORDS P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.R.M. = PERMANENT REFERENCE MONUMENT PROP. = PROPOSED PVMT. = PAVEMENT R = RADIUS RIW = RIGHT-OF-WAY SAN = SIDEWALK STY. = STORY T.O.B. = TOP OF BANK U.E. = UTILITY EASEMENT SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THE SKETCH AND DESCRIPTION SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT SAID SKETCH AND DESCRIPT N IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SCOTT i/ lefIa *4C PROFES5I N ' SURVEYOR AND MAPPER DATE OF LAST FIELD WORK: NOT A SURVEY FLORIDALICENSE NO. LS 5630 PARKLAND GOLF & COUNTRY CLUB REPLAT #2 JOB NO.: 030415 DATE: 11-29-11 SHEET1'OF 2`SHEETS s:\030415\legals2\blk-d-lo(030.doc ISRVAYCALAST0.EC1 Srsa TREET movaara 1 O1 tvi0 0. mh 0e%t° 0 4 ri i mx Wit LEI suHISav; Is! EMERSSa AVA qf LOCATION MAP ip,41fl NO lU SCALE mca LOT 31 BLOCK D GOLF COURSE PARCEL G D=05°24'46" R=486.00' A=45.91' CH=45.90' D=16'2531" R=75.00' A=21.59 CH=21.51' w vg o— fn LOT 30 BLOCK D 28.0' ' PROP. PAVER PROPOSED 2 STORY C.B.S. RESIDENCE F.F. EL -14.3' GAR. EL. 0z PROPOSED PAVER AREA = 860 SO. FEET LOT 29 BLOCK D D=05'2623" R=100.00' A=9.45 CH=9.45 PROP. 5' CONC. S/W 2 VALLEY GUTTERB_ 3RD WAY PRIVATEP4RME Q 2'VALLEY GUTTER 1 PLOT PLAN TERRf.NA-L 11-29-11 SMP REVISIONS - F.BJPG. PARKLAND GOLF`& COUNTRY CLUB REPLAT"02 GABLES ESTATES DATE BY CK'D LEGEND: CATCH BASIN O CABLE JUNCTION BOX CENTERUNE O CLEANOUT Qo , CONCRETE MONUMENT o ELECTRIC SERVICE l ) ELEVATION. AS -BUILT 1 ELEVATION, PROPOSED 4- FIRE HYDRANT wti FLOW ARROW A 0 DG JOB NO.: 030415 PAprojects1030415_S1dwgIreplal2blockd.dwg IR&C LB2936, SET 1/2" LIGHT POLE - CONC. LIGHT POLE - METAL MANHOLE - SANITARY SEWER MANHOLE - STORM SEWER NAIL & 11N TAB NAIL & DISC SANITARY SERVICE(S) TELEPHONE JUNCTION BOX WATER METER WATER VALVE YARD DRAIN SCALE: 1" = 30' I SHEET 2 OF 2 SHEETS November 9, 2011 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach LETTER OF INTENT FOR SPECIAL INSPECTOR FOR TRUSS ERECTION City of Parkland Building Department • 6600 University Drive Parkland, FL 33067 Re: PROJECT: PARKLAND GOLF AND COUNTRY CLUB - LOT 30/D 8132 Bradford Way, PARKLAND, FL Building Department: Please be advised that we, Specialty Engineering Consultants; Inc, have been retained by Toll Brothers, Inc. to supervise the erection of trusses with bottom chord in excess of 35' or height greater than 6' in accordance with Section 2319.17.2.4 of the Florida Building Code for the referenced project. This letter of intent is to be followed up by an Inspection Certification for truss erection which attests to the above. Respectfully submitted, Specialty Engisultants, Inc. Gary McDougle, State of Florida: Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 SPECIALTY ENGINEERING CONSULTANTS, Inc. Dade • Broward • Palm Beach STATEMENT OF INTENT AND SCOPE OF WORK FOR ENGINEERED UNIT MASONRY November 9, 2011 City of Parkland Building Department 6600 University Drive Parkland, FL 33067 Re: PROJECT: PARKLAND GOLF AND COUNTRY CLUB - LOT 30/D 8132 Bradford Way, PARKLAND, FL Building Department: We, Specialty Engineering Consultants; Inc, shall personally inspect the entire "Engineered Unit Masonry" system for this building, including but not limited to the following: 1. Masonry units, mortar, grout and reinforcing steel met specifications. 2. Dowels properly placed with adequate spacing. 3. Steel column ties in columns, pilasters and beam elevation transitions properly placed, tapped and tied. 4. Masonry field work: head and bed joints, horizontal joint reinforcing installed correctly, cells free of excessive mortar fins, walls level and plumb tolerances. 5. Monitor grout placement, verify grout slump, proper consolidation of grout and proper low or high lift grouting procedures were followed. 6. Correct embedment of reinforcing steel, bolts, ties, etc. • 7. Compliance with ACI 530-05/ASCE 5-05 and commentaries, approved plans and FBC. This letter of intent is to be followed up by an Inspection Certification for Unit Masonry which attests to the above. Respectfully submitted, Specialty Engin• mgConsultanjs, Inc. Gary McI:ugle, i47 State of Florida: Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-752-5440 • Fax: 561-752-5542 Date: 10 2-0 l l HomeTeam PI$T DRtt*S[• Attention: Parkland Building Department Dear Sir or Madam, HomeTeam Pest Defense is responsible for the prevention of termites at the following address list below. We install Sentricon baiting stations around the perimeter of the home after the construction is completed. If you have any questions and/or need additional information please feel free to contact us at 561-547-1700 or 800-881-1909. Address: E l .3 Z BYaCai-id Lot/Block: Rar E la.I/Ad Permit Number: Recorded By - (Position): 1mOrl t L &t S - ( c e Pdnt e Sinc General Manager HomeTeam Pest Defense FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Lot30DParklandTerranaGLW Builder Name: TOLL BROTHERS Street: 8132 SeAppogc, WaV Permit Office: apt of PAQ/CG4J City, State, Zip: , FL , PAekt,, AIaD , FL- 3307(p Permit Number: Owner: 10u. FL V Ll0717Ea PA417AJea4N/P Jurisdiction: /4,3100 Design Location: FL, Fort Lauderdale 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (ft2) 3363 7. Windows(562.8 sqft.) Description Area a. U -Factor, Sgl, U=1.10 360.87 ft2 SHGC: SHGC=0.54 b. U -Factor. Sgl, U=0.98 105.90 ft2 SHGC: SHGC=0.51 ' c. U -Factor: Sgl, U=1.09 96.00 ft2 SHGC: SHGC=0.42 d. U -Factor: N/A ft2 SHGC: e. U -Factor: N/A ft2 SHGC: 8. Floor Types (2022.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1736.00 ft2 b. Floor over Garage R=11.0 242.00 ft2 c. other R= 44.00 ft2 9. Wall Types (3458.4 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1491.80 ft2 b. Frame - Wood, Exterior R=19.0 1395.80 ft2 c. Frame - Wood, Adjacent R=11.0 570.83 ft2 d. N/A R= ft2 10. Ceiling Types (2286.8 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 2161.80 ft2 b. Knee Wall (Vented) R=19.0 125.00 ft2 c. N/A R= ft 11. Ducts a. Sup: Attic Ret: Attic AH: Garage Sup. R= 6, 840 ft2 12. Cooling systems (combined) a. Central Unit Cap: 77.0 kBtu/hr SEER: 14.19 13. Heating systems (combined) a. Electric Heat Pump Cap: 77.0 kBtu/hr HSPF: 7.92 14. Hot water systems a. Electric Cap: 65 gallons EF: 0.87 b. Conservation features None 15. Credits Pstat Glass/Floor Area: 0.167 Total As -Built Modified Loads: 73.40 PASSTotalBaselineLoads: 90.01 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Review of the plans and ,TE STAT •''•; specifications covered by this ' v ¢.; calculation indicates compliance'i„(°' ,+ with the Florida Energy Code. F* /1411 : ` „ O Before construction is completed -•.-v ga® DATE' /2.//q// this building will be inspected for O I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. // OWNER/AGENT. /tar! -41/ compliance with Section 553.908 Florida Statutes. l ••... ...-,-. CODyy1nIV-- BUILDING OF ICIAL: t,}4d,f f Y 4c1a DATE' • 3• II ' DATE 19 --1-8-1( V VJ1 se Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with NI110.A.3. 10/6/2011 11:46 AM EnergyGauge® USA - FlaRes2008 Page 1 of 6 PROJECT Title: Lot30DParklandTerranaGLW Bedrooms: 4 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 3363 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TOLL BROTHERS Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: BROWARD Jurisdiction: Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Lauderdale FL_FORT_LAUDERDALE 1 43 91 75 70 321.5 60 Low FLOORS V# Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor 44 ft2 11 0 0 1 2 Floor over Garage 242 ft2 11 0 0 1 3 Slab -On -Grade Edge Insulatio 141.5 ft 1736 ft2 0.23 0 0.77 ROOF Roof Gable Roof Solar Deck Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel tile 2342 ft2 0 ft2 Medium 0.65 N 0 22.6 deg ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2162 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Knee Wall (Vented) 19 125 ft2 0.11 Wood 2 Under Attic (Vented) 38 2161.8 ft2 0.11 Wood WALLS Cavity Sheathing Framing SolarV# Ornt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Frame - Wood 19 396 ft2 0 0.23 0.6 2 N Exterior Concrete Block - Int Insul 4.1 235 ft2 0 0 0.6 3 E Exterior Frame - Wood 19 364.5 ft2 0 0.23 0.6 4 E Exterior Concrete Block - Int Insul 4.1 405 ft2 0 0 0.6 5 S Exterior Frame - Wood 19 396 ft2 0 0.23 0.6 10/6/2011 11:46 AM EnergyGauge® USA - FlaRes2008 Page 2of6 10/6/2011 11:46 AM EnergyGauge® USA - FlaRes2008 Page 3 of 6 WALLS V• Ornt Cavity Sheathing Adjacent To Wall Type R -Value Area R -Value FramingFraction Solar Absor. 6 7 8 9 S W W Exterior Concrete Block - Int Insul 4.1 605.8333 0 Exterior Frame - Wood 19 239.25 ft2 0 Exterior Concrete Block - Int Insul 4.1 246 ft2 0 Garage Frame - Wood 11 570.8333 0 0 0.23 0 0.23 0.6 0.6 0.6 0.01 DOORS V# Ornt Door Type Storms U -Value Area 1 2 W Insulated None 0.4 Wood None 0.46 24 ft2 21.33333 WINDOWS Orientation shown is the entered, asBuilt orientation. V Ornt Overhang Frame Panes • NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 N N N E E E E S S S S S S W W W W W Metal Single (Tinted) Yes 1.1 0.54 N 9.027777 1 ft 4 in 1 ft 0 in Metal Single (Tinted) Yes 1.1 0.54 N 16.1875 ft 1 ft 4 in 1 ft 0 in Metal Single (Tinted) Yes 0.98 0.51 N 3.411111 1 ft 4 in 11 ft 10 in Metal Single (Tinted) Yes 1.1 0.54 N 92.75 ft2 1 ft 4 in 1 ft 4 in Metal Single (Tinted) Yes 1.1 0.54 N 46.375 ft2 1 ft 4 in 11 ft 10 in Metal Single (Tinted) Yes 1.1 0.54 N 32.375 ft2 8 ft 0 in 0 ft 10 in Metal Single (Tinted) Yes 1.09 0.42 N 96 ft2 8 ft 0 in 0 ft 10 in Metal Single (Tinted) Yes 1.1 0.54 N 9.027777 1 ft 4 in 1 ft 0 in Metal Single (Tinted) Yes 1.1 0.54 N 32.375 ft2 1 ft 4 in 1 ft 0 in Metal Single (Tinted) Yes 1.1 0.54 N 36 ft2 1 ft 4 in 1 ft 0 in Metal Single (Tinted) Yes 1.1 0.54 N 22 ft2 1 ft 4 in 1 ft 0 in Metal Single (Tinted) Yes 1.1 0.54 N 32.375 ft2 1 ft 4 in 11 ft 10 in Metal Single (Tinted) Yes 1.1 0.54 N 32.375 ft2 1 ft 4 in 11 ft 10 in Metal Single (Tinted) Yes 0.98 0.51 N 12 ft2 1 ft 4 in 1 ft 0 in Metal Single (Tinted) Yes 0.98 0.51 N 19.875 ft2 1 ft 4 in 1 ft 0 in Metal Single (Tinted) Yes 0.98 0.51 N 10.83333 7 ft 6 in 0 ft 7 in Metal Single (Tinted) Yes 0.98 0.51 N 43.74999 1 ft 4 in 2 ft 5 in Metal Single (Tinted) Yes 0.98 0.51 N 16 ft2 7 ft 6 in 3 ft 11 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None None None None None None None None None None None INFILTRATION & VENTING V Method Forced Ventilation -- SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 3176 5.84 174.3 327.9 0 cfm 0 cfm 0 0 10/6/2011 11:46 AM EnergyGauge® USA - FlaRes2008 Page 3 of 6 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 560ft2 318ft2 64ft 10ft 3 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 47 kBtu/hr cfm 0.75 sys#1 2 Central Unit None SEER: 14.5 30 kBtu/hr cfm 0.75 sys#0 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 47 kBtu/hr sys#1 2 Electric Heat Pump None HSPF: 7.8 30 kBtu/hr sys#0 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Electric 0.87 65 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply — — Retum -- Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 840 ft2 Attic 168 ft2 Default Leakage Garage (Default) (Default) % TEMPERATURES Programable Cooling Heating Venting Thermostat: X Jan X Jan X Jan Y X Feb X Feb X Feb X Mar rlXMar X Mar Ceiling Apr Apr Apr Fans: X May lX May X May C Jun X Jun X Jun XC Jul X Jul X Jul X Aug X Aug X Aug X SepXSep X Sep X Oct lX Oct X Oct X Nov LX Nov X Nov X Dec X Dec X Dec 10/6/2011 11:46 AM EnergyGauge® USA - FlaRes2008 Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/6/2011 11:46 AM EnergyGauge® USA - FlaRes2008 Page 5 of 6 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details, ADDRESS: FL, PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. 10/6/2011 11:46 AM EnergyGauge® USA - FlaRes2008 Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 82 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" a. U -Factor: SHGC: b. U -Factor: SHGC: c. U -Factor: SHGC: d. U -Factor: SHGC: e. U -Factor: SHGC: Description Sgl, U=1.10 SHGC=0.54 Sgl, U=0.98 SHGC=0.51 Sgl, U=1.09 SHGC=0.42 N/A N/A 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. other New (From Plans) Single-family 1 4 No 3363 Area 360.87 ft2 105.90 ft2 12. Cooling systems (combined) 96.00 ft2 a. Central Unit FL, 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Exterior c. Frame - Wood, Adjacent d. N/A 10. Ceiling Types a. Under Attic (Vented) b. Knee Wall (Vented) c. N/A Insulation R=4.1 R=19.0 R=11.0 R= Area 1491.80 ft2 1395.80 ft2 570.83 ft2 ft2 Insulation Area R=38.0 2161.80 ft2 R=19.0 125.00 ft2 R= ft2 11. Ducts a. Sup: Attic Ret: Attic AH: Garage Sup. R= 6, 840 ft2 ft2 ft2 Insulation Area R=0.0 1736.00 ft2 R=11.0 242.00 ft2 R= 44.00 ft2 13. Heating systems (combined) a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code corn 'ant features. Builder Signature: Date: 2//L!// Address of New Home:8132 ZRADFo20 bv.4t' PAQVL,4nit7 City/FL Zip: 3307fo Cap: 77.0 kBtu/hr SEER: 14.19 Cap: 77.0 kBtu/hr HSPF: 7.92 Cap: 65 gallons EF: 0.87 Pstat Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 wrightsoft® Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TE... Date: 2-16-11 By: AKS For: Location: W Palm Beach, FL, US Elevation: 20 ft Latitude: 27 °N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) LI?PO'ect Information''" TOLL BROTHERS FL Heating 47 15.0 esign:Conditlon: Cooling 90 13 (L ) 78 7.5 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Heating Cooling 70 75 23 15 30 50 6.0 58.5 Simplified Average 0 Construction descriptions Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16A-19td: Knee wall, tile, slate, concrete roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm Windows 1A-h1om: 1 glazing, heat abs gtz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.54); 1.3 ft overhang (4.2 ft window ht, 1 ft sep.) 1A-h1om: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.54); 1.3 ft overhang (5.3 ft window ht, 1 ft sep.) 1 B-h1fm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.51); foreground = new concrete (0.32); 1.3 ft overhang 1.3 ft window ht, 11.8 ft sep.) 1A-h1om: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.54); 1.3 ft overhang (5.3 ft window ht, 1.3 ft sep.) 1A-h1om: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.54); 1.3 ft overhang (5.3 ft window ht, 11.8 ft sep.) Or Area U -value Insul R Htg HTM n= emhm=-'F n=-'FBtuh Blohm= n e s w all n e s w all w n s all n s all n e e 371 0.068 19.0 1.54 271 0.068 19.0 1.54 296 0.068 19.0 1.54 208 0.068 19.0 1.54 1146 0.068 19.0 1.54 232 0.201 0 4.56 230 0.201 0 4.56 541 0.201 0 4.56 151 0.201 0 4.56 1153 0.201 0 4.56 125 0.049 19.0 1.11 550 0.097 11.0 2.20 9 1.100 0 25.0 9 1.100 0 25.0 18 1.100 0 25.0 16 1.100 0 25.0 33 1.100 0 25.0 49 1.100 0 25.0 3 0.980 0 22.2 94 1.100 0 25.0 47 1.100 0 25.0 Loss CIg HTM Gain Btuh Btuh/n= Btuh 573 1.43 532 418 1.43 389 457 1.43 425 320 1.43 298 1769 1.43 1644 1057 4.24 982 1047 4.24 973 2467 4.24 2293 691 4.24 642 5262 4.24 4891 139 3.61 451 1210 1.69 928 227 28.0 255 227 28.0 255 454 28.0 510 397 28.0 446 816 28.0 916 1213 28.0 1362 75 25.6 86 2338 68.6 6424 1169 68.6 3212 AL` wrightsoft" Right-Suile® Universal 7.1.19 RSU08057 2011 -Oct -06 11:28:59 ACCP ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S Page 1 1A-hlom: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC e 33 1.100 0 - 25.0 816 38.0 1243 rated (SHGC=0.54); foreground = new concrete (0.32); 8 ft overhang 5.3 ft window ht, 0.8 ft sep.) 1A-hlomd: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC e 96 1.090 0 24.7 2375 43.9 4214 rated (SHGC=0.42); foreground = new concrete (0.32); 8 ft overhang (8 ft window ht, 0.8 ft sep.) 1 B-hlfm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC s 36 1.100 0 25.0 899 28.0 1009 rated (SHGC=0.54); 1.3 ft overhang (4 ft window ht, 1 ft sep.) 1 B-h1fm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC s 22 1.100 0 25.0 549 28.0 617 rated (SHGC=0.54); 1.3 ft overhang (5.5 ft window ht, 1 ft sep.) 1A-hlom: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC s 65 1.100 0 25.0 1632 39.7 2596 rated (SHGC=0.54); foreground = new concrete (0.32); 1.3 ft overhang 5.3 ft window ht, 11.8 ft sep.) 1A-hlom: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC w 12 0.980 0 22.2 267 62.9 755 rated (SHGC=0.51); 1.3 ft overhang (3 ft window ht, 1 ft sep.) 1B-hlfm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC w 20 0.980 0 22.2 442 63.2 1257 rated (SHGC=0.51); 1.3 ft overhang (4.5 ft window ht, 1 ft sep.) 1 B-hlfm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC w 11 0.980 0 22.2 241 35.6 386 rated (SHGC=0.51); foreground = new concrete (0.32); 7.5 ft overhang 2.5 ft window ht, 0.6 ft sep.) 1 B-hlfm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC w 44 0.980 0 22.2 973 73.9 3233 rated (SHGC=0.51); foreground = new concrete (0.32); 1.3 ft overhang 7 ft window ht, 2.4 ft sep.) 1 B-hlfm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC w 16 0.980 0 22.2 356 62.8 1004 rated (SHGC=0.51); foreground = new concrete (0.32); 7.5 ft overhang 8 ft window ht, 3.9 ft sep.) Doors 11JO: Door, mtl fbrgl type w 24 0.600 6.3 13.6 327 18.1 435 11 D0: Door, wd sc type n 21 0.390 0 8.85 189 11.8 251 Ceilings 16D-38td:Attic ceiling, tile, slate, concrete roof mat, r-38 ceil ins, 1/2" 2162 0.026 38.0 0.59 1276 0.88 1894 gypsum board int fnsh Floors 19A-llcscp: Fir floor, frm fir, 12" thkns, carpet flr fnsh, r-11 cav ins, tight 44 0.073 11.0 1.17 51 0.79 34 crwl ovr 20P -11c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-11 cav ins, gar ovr 242 0.078 11.0 1.77 428 1.07 258 22A-cpl: Bg floor, light dry soil, carpet fir fnsh 142 0.989 0 22.5 3177 0 0 F14- wrightsoft` Right -Suite® Universal 7.1.19 RSU08057 2011 -Oct -06 11:28:59 ACC ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S Page 2 wrightsoft® Component Constructions Floor 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TE... Date: 2-16-11 By: AKS For: Location: W Palm Beach, FL, US Elevation: 20 ft Latitude: 27 °N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) TOLL BROTHERS FL Heating 47 15.0 ect Information`: esgnConditlor Cooling 90 13 (L ) 78 7.5 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Heating Cooling 70 75 23 15 30 50 6.0 58.5 Simplified Average 0 Construction descriptions Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm Or Area U -value Insul R Htg HTM Loss Clg HTM Gain n' Btuhilt'-`F tF-`FBtuh Buh/tt' Btuh Btuh/n= Btuh n e s w all Windows 1 B-hlfm: 1 glazing, heat abs glz, mil no brk frm mat, 1/8" thk; NFRC n rated (SHGC=0.51); foreground = new concrete (0.32); 1.3 ft overhang 1.3 ft window ht, 11.8 ft sep.) 1A-hlom: 1 glazing, heat abs gtz, mtl no brk frm mat, 1/8" thk; NFRC e rated (SHGC=0.54); 1.3 ft overhang (5.3 ft window ht, 11.8 ft sep.) 1A-hlom: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC e rated (SHGC=0.54); foreground = new concrete (0.32); 8 ft overhang 5.3 ft window ht, 0.8 ft sep.) 1A-hlomd: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC e rated (SHGC=0.42); foreground = new concrete (0.32); 8 ft overhang (8 ft window ht, 0.8 ft sep.) 1A-h1om: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC s rated (SHGC=0.54); foreground = new concrete (0.32); 1.3 ft overhang 5.3 ft window ht, 11.8 ft sep.) 1B-hlfm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC w rated (SHGC=0.51); foreground = new concrete (0.32); 7.5 ft overhang 2.5 ft window ht, 0.6 ft sep.) 232 0.201 0 4.56 1057 4.24 982 230 0.201 0 4.56 1047 4.24 973 541 0.201 0 4.56 2467 4.24 2293 151 0.201 0 4.56 691 4.24 642 1153 0.201 0 4.56 5262 4.24 4891 550 0.097 11.0 2.20 1210 1.69 928 3 0.980 0 22.2 75 25.6 86 47 1.100 0 25.0 1169 68.6 3212 33 1.100 0 25.0 816 38.0 1243 96 1.090 0 24.7 2375 43.9 4214 65 1.100 0 25.0 1632 39.7 2596 11 0.980 0 22.2 241 35.6 386 1B-hlfm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC w 44 0.980 0 22.2 973 73.9 3233 rated (SHGC=0.51); foreground = new concrete (0.32); 1.3 ft overhang 7 ft window ht, 2.4 ft sep.) wrightsoft- Right -Suite® Universal 7.1.19 RSW8057 ACCT\ ...Brothers\Lot3ODParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 3 1 B-h1fm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC w 16 0.980 rated (SHGC=0.51); foreground = new concrete (0.32); 7.5 ft overhang 8 ft window ht, 3.9 ft sep.) 22.2 356 62.8 1004 Doors 11 J0: Door, mtl fbrgl type w 24 0.600 6.3 13.6 327 18.1 435 11 D0: Door, wd sc type n 21 0.390 0 8.85 189 11.8 251 Ceilings 16D-38td: Attic ceiling, tile, slate, concrete roof mat, r-38 ceil ins, 1/2" 328 0.026 38.0 0.59 194 0.88 287 gypsum board int fnsh Floors 22A-cpl: Bg floor, light dry sot, carpet flr fnsh 142 0.989 0 22.5 3177 0 0 r wrightsoft" Right -Suite® Universal 7.1.19 RSU08057 2011 -Oct -D6 11:28:59 ACCK ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S Page 4 wrightsoft® Component Constructions Floor 2 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TE... Date: 2-16-11 By: AKS For: Location: W Palm Beach, FL, US Elevation: 20 ft Latitude: 27 `N Outdoor: Dry bulb (°F) Daily range (°F) Wet bulb (°F) Wind speed (mph) Pro"ect Information - TOLL BROTHERS FL Heating 47 15.0 Design Conditions Cooling 90 13 (L ) 78 7.5 Indoor: Indoor temperature (°F) Design TD (`F) Relative humidity (%) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Heating Cooling 70 75 23 15 30 50 6.0 58.5 Simplified Average 0 Construction descriptions Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm 16A-19td: Knee wall, tile, slate, concrete roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions none) Windows 1A-h1om: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.54); 1.3 ft overhang (4.2 ft window ht, 1 ft sep.) 1A-h1om: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.54); 1.3 ft overhang (5.3 ft window ht, 1 ft sep.) 1A-h1om: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.54); 1.3 ft overhang (5.3 ft window ht, 1.3 ft sep.) 1 B-h1fm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.54); 1.3 ft overhang (4 ft window ht, 1 ft sep.) 1B-h1fm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.54); 1.3 ft overhang (5.5 ft window ht, 1 ft sep.) 1A-h1om: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.51); 1.3 ft overhang (3 ft window ht, 1 ft sep.) 1 B-h1fm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; NFRC rated (SHGC=0.51); 1.3 ft overhang (4.5 ft window ht, 1 ft sep.) Or Area U -value Insul R Htg HTM 8" BWh/tt"-9= h"-'FRBtuh Btuh/tl" n 371 0.068 19.0 e 271 0.068 19.0 s 296 0.068 19.0 w 208 0.068 19.0 at 1146 0.068 19.0 w 125 0.049 19.0 Loss CIg HTM Gain Bash Btuhfl(' Bash 1.54 573 1.43 1.54 418 1.43 1.54 457 1.43 1.54 320 1.43 1.54 1769 1.43 1.11 139 3.61 532 389 425 298 • 1644 451 n 9 1.100 0 25.0 227 28.0 255 s 9 1.100 0 25.0 227 28.0 255 all 18 1.100 0 25.0 454 28.0 510 n 16 1.100 0 25.0 397 28.0 446 s 33 1.100 0 25.0 816 28.0 916 all 49 1.100 0 25.0 1213 28.0 1362 e 94 1.100 0 25.0 2338 68.6 6424 s 36 1.100 0 25.0 899 28.0 1009 s 22 1.100 0 25.0 549 28.0 617 w 12 0.980 0 22.2 267 62.9 755 w 20 0.980 0 22.2 442 632 1257 wrightsoft" Right -Suite® Universal 7.1.19 RSU08057 2011 -Oct -06 11:28:59 ACCK ...Brothers\Lot3oDParklandTerranaGLW\Lot30DParklandTen-anaGLW.rup Calc = MJ8 Orientation = S Page 5 Doors none) Ceilings 16D-38td: Attic ceiling, tile, slate, concrete roof mat, r-38 ceil ins, 1/2" 1834 0.026 38.0 0.59 1082 0.88 1607 gypsum board int fnsh Floors 19A-11 cscp: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-11 cav ins, tight 44 0.073 11.0 1.17 51 0.79 34 crwl ovr 20P-11 c: Fir floor, frm flr, 12" thkns, carpet fir fnsh, r-11 cav ins, gar ovr 242 0.078 11.0 1.77 428 1.07 258 wrightsoft - Right -Suite® Universal 7.1.19 RSU08057 2011 -Oct -06 11:28:59 ACCA ...Brothers\Lot30DParklandTerranaGLW\Lot3ODParklandTerranaGLW.rup Calc = MJ8 Orientation = S Page 6 wrightsofr Project Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TE... Date: 2-16-11 By: AKS ro'ect Information For: TOLL BROTHERS FL Notes: L.S. 10-06-11 AKS Desi: n Information Weather: W Palm Beach, FL, US Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 47 °F Outside db 70 °F Inside db 23 °F Design TD Daily range Relative humidity Moisture difference 90 °F 75 °F 15 °F L 50 59 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 32789 Btuh Structure 47620 Btuh Ducts 6035 Btuh Ducts 11056 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment Toad 38823 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 58676 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 5223 Btuh Ducts 4656 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 3363 3363 Equipment latent load 9879 Btuh Volume (ft3) 33544 33544 Air changes/hour 0.37 0.19 Equipment total Toad 68555 Btuh Equiv. AVF (cfm) 207 106 Req. total capacity at 0.75 SHR 6.5 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a ARI ref no. n/a Coil n/a ARI ref no. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 414- wrightsoft- Right -Suttee Universal 7.1.19 RSU08057 2011 -Oct -06 11:28:59 ACCP....Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S Page 1 wrightsoftw Project Summary Floor 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TE... Date: 2-16-11 By: AKS ts'ect lnforrnation`. For: TOLL BROTHERS FL Notes: L.S. 10-06-11 AKS Weather: Winter Design Conditions Outside db Inside db Design TD Heating Summary Structure Ducts Central vent (0 cfm) Humidification Piping Equipment Toad Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) n Information` W Palm Beach, FL, US Summer Design Conditions 47 °F Outside db 70 °F Inside db 23 °F Design TD Daily range Relative humidity Moisture difference 20551 Btuh 4811 Btuh 0 Btuh 0 Btuh 0 Btuh 25362 Btuh Simplified Average 0 Heating Cooling 1747 1747 18208 18208 0.34 0.17 102 53 Heating Equipment Summary Make CARRIER Trade 14 SEER Model 25H BC348A003 ARI ref no. Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8 HSPF 0 Btuh I@ 47°F 0 °F 1600 cfm 0.063 cfm/Btuh 0.30 in H2O Sensible Cooling Structure Ducts Central vent (0 cfm) Blower 90 °F 75 °F 15 °F L 50 % 59 gr/Ib Equipment Load Sizing 29595 Btuh 9253 Btuh 0 Btuh 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 38849 Btuh Latent Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) Equipment latent load Equipment total Toad Req. total capacity at 0.75 SHR 3091 Btuh 2520 Btuh 0 Btuh 5611 Btuh 44460 Btuh 4.3 ton Cooling Equipment Summary Make Trade Cond Coil ARI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio CARRIER 14 SEER 25H BC348A003 FX4D N F049T00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 14 SEER 35250 Btuh 11750 Btuh 47000 Btuh 1600 cfm 0.041 cfm/Btuh 0.30 in H2O 0.87 wrightsoft- Right-Suitee Universal 7.1.19 RSU08057 RCCA ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 2 wrightsofta Project Summary Floor 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-0 PARKLAND TE.. Date: 2-16-11 By: AKS ro'ect Information For: TOLL BROTHERS FL Notes: L.S. 10-06-11 AKS esi • n Information' Weather: W Palm Beach, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Structure Ducts Central vent (0 cfm) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Summer Design Conditions 47 °F Outside db 70 °F Inside db 23 °F Design TD Daily range Relative humidity Moisture difference 12237 Btuh 1224 Btuh 0 Btuh 0 Btuh 0 Btuh 13461 Btuh Simplified Average 0 Heating Cooling 1704 1704 15336 15336 0.41 0.21 104 54 Heating Equipment Summary Make CARRIER Trade 14 SEER Model 25HBC330A003 ARI ref no. Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 7.8 HSPF 0 Btuh @ 47°F 0 °F 1000 cfm 0.074 cfm/Btuh 0.40 in H2O Sensible Cooling Structure Ducts Central vent (0 cfm) Blower 90 °F 75 °F 15 °F L 50 59 gr/Ib Equipment Load Sizing 18025 Btuh 1802 Btuh 0 Btuh 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 19827 Btuh Latent Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) Equipment latent Toad Equipment total load Req. total capacity at 0.75 SHR Make Trade Cond Coil ARI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat 2132 Btuh 2136 Btuh 0 Btuh 4267 Btuh 24095 Btuh 2.2 ton Cooling Equipment Summary CARRIER 14 SEER 25H BC330A003 FX4D N F031 T00 ratio Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 14.5 SEER 22500 Btuh 7500 Btuh 30000 Btuh 1000 cfm 0.050 cfm/Btuh 0.40 in H2O 0.82 44F wrightoft. Right -Suite® Universal 7.1.19 RSU08057 ACCA ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 3 wrightsoft Right-J1orksheet Entire House DEEL-AII R oHEEANTIING & AIR 531 CODISCO WAY, SANFORD, FL 3277PPhonle:D407333-2665 Fax: 407-333 3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Entire House 310.5 11 9.7 ft 3451.0 ft, Floor 1 • 141.5 ft 10.4 ft 1747.0 ft2 Ty Construction number U -value Btuh/ftz°F) Or IiTM Bluh/f12) Area ft2) or perimeter (ft) Load Btuh) Area 112) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool 6 11 L(; V/ t --G 4 N. 4,/ G W ,_.:.: P C _ _, F F .1 F _.., 12E'Osw0.066 1A-hlom lA-hlom 13A-2ocs 1B-hlfm 12E-Osw 1A-h1om . 1A-hlom 1A-hlom 1A-hlomd1A-h1omd 12E-Osw 1A-hlom 1A-h1om 1B h1fm 1B-hlfm 13A-2ocs 1A-h1om 12E-Osw 1A-h1om 1Bhlfm..... 13A-2ocs 1B-h1fm 1B-hlfm 1B-hlfm 11J0 16A-19td , 12B-Osw 11D0 ........ 16D-38td._- .-., 19A-11cscp 20P=:11c :.. 22A-cpl 1.100 1.100 0.201 0.980 0.068 1.100 0.201 1.100 1.100 1.0901.090 0.068 1.100 1.100 1.100 1-100 0.201 1.100 0.068 0.980 0.980 0.201 0.980 0.980 0.980 0.600 0.049 0.097 0.390 0.026 0.073 0.078 0.989 n n n n n e e , e e13A- 2ocs e e s s s s s s s w w w; w w w w w w n 1:54 24.97 24.97 4.56 22.25 1:54 24.97 4.56 24.97 24.97 24.74 1:54 24.97 24.97 24.97. 24.97 4.56 24.9739.72 1:54 22.25 2225 4.56 22.25 22.25 22.25 13.62 1.:11 2.20 8.85 0;59 1.17 1.77.. 22.45 1.43 28.04 28:04 4.24 25.59 1.43 68.61 4.24 68.61 38.04 43.89 1.43 28.04 28.04 28.04 28:04 4.24 1.43 62.89 63.23 4.24 35.59 73.90 62.77 18.12 3.61 1.69 11.78 0:88 0.79 1:OZ 0.00 396 9 16 235 3 365 94 405 47 33 96 396 9 33 36 22 606 65 240 12 20 246 11 44 16 24 125 571 21 2162,. 44 242 1747 371 0 0 232 0 271 0 230 0 33 70 296 9 33 36 22 541 16 208 0 0 151 11 0 5 24 125 550 21 2162 44 242 142 573 227 397 1057 75 418 2338 1047 1169 816 2375 457 227 816 899 549 2467 1632 320 267 442 691 241 973 356 327 139 1210 189 1276 51 428 3177 532 255 446 982 86 389 6424 973 3212 1243 4214 425 255 916 1009 617 2293 2596 298 755 1257 642 386 3233 1004 435 451 928 251 1894 34 258....: 0 0 0 0 235 3 0 0 405 47 33 96 0 0 0 0 0 606 65 0 0 0 246 11 44 16 24 0 571 21 328 0 0 1747 0 0 0 232 0 0 0 230 0 33 70 0 0 0 0 0 541 16 0 0 D 151 11 0 5 24 0 550 21-251 328 0 0 142 000^ NI, naa rn co noo oo orcMMV000' - r NNoo aaoo1^ N .- • f+) 0 0 0 982 86 0 0 973 3212 1243 4214 0 0 0 0 0 2293 2596 0 0 0 642 386 3233 1004 435 0 928 287 01 0 0 6 c)AED excursion 0 0 Envelope loss/gain 27627 38695 17996 22766 12 a) Infiltration b) Room ventilation 5161 0 1775 0 2556 0 879 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 6000 5 1150 4800 Subtotal (lines 6 to 13) 32789 47620 20551 29595 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 18% 23% 0 0 0 32789 6035 0 0 0 47620 11056 23% 31% 0 0 0 20551 4811 0 0 0 29595 9253 Total room load Air required (cfm) 38823 2600 58676 2600 25362 1600 38849 1600 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. c fJ- wrzyr.tsort Right -Suite® Universal 7.1.19 RSU08057 A ...Brothers\Lot3oDParklandTerranaGLW\Lol30DParktandierranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 1 wrightsoft Right-J!orksheet Entire House DEL -AIR oHEANTII NG & AIR hone:D 07333! 531 CODISCO WAY, SANFORD, FL 32779FFax: 407-333 3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Floor 2 169.0 ft 9.0 11 1704.0 112 Ty Construction number U -value Btuh/ft2-°F) Or HTM Btuh/ft2) Area (12) or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 612E-Osw 11 I- ! y/ Lei W 1--G W G 3 G W! G W C G W P C F F lA hlom 1A-hlom 13A-2ocs 1B-hlfm 12E-Osw 1A-h1om 13A-2ocs 1A-hlom 1A-hlom 1A-h1omd 12E-Osw 1A-hlom 7IA-h1om - 1B-h1fm 1B-hlfm . 13A-2ocs 1A -hlom 12E-Osw 1A-h1om 1B-hlfm 13A-2ocs 1B-h1fm 1B-hlfm 1B-h1fm 11J0 16A -191d 12B-Osw 11D0 .. ..... 16D-38td < 19A-llcscp .... 20P -11c _ 22A-cpl 0.068 1.100 1.100 0.201 0.980 0.068 1.100 0.201 1.100 1.100 1.090 0.068 1.100 1.100 1.100 1.100 0.201 1.100 0.068 0.980 0.980 0.201 0.980 0.980 0.980 0.600 0.049 0.097 0.390 A:026 0.073 D 078 0.989 n n n n n e e e e e e s I s s s s s s w w w , w w w w w w n, 1.54 24.97 24.97 4.56 22.25 1.54 24.97 4.56 24.97 24.97 24.74 1.54 24:97 24:97 24.97 24.97. 4.56 24.97. 1.54 22.25 22.25 4.56 22.25 22.25 22.25 13.62 1.11 2.20 8.85 0.59 1.17 1.77 22.45 1.43 28.04 28:04 4.24 25.59 1:43 68.61 4.24 68.61 38.04 43.89 1.43 28.04 28:04 28:04 28:04 4.24 39.72 1.43 62.89 63.23 4.24 35.59 73.90 62.77 18.12 3.61 1.69 11.78 088 0.79 1.07 0.00 396 9 16 0 0 365 94 0 0 0 0 396 9 33 36 22 0 0 240 12 20 0 0 0 0 0 125 0 0 1834 44 242 0 ON: A. WOON.00000.00OD_OON88( 1 100000-• 0000.-• 573 227 397 0 0 418 2338 0 0 0 0 457 227 816 899 549 0 0 320 267 442 0 0 0 0 0 139 0 0 1082. 51 428 0 532 255 446 0 0 389 6424 0 0 0 0 425 255 916 1009 617 0 0 298 755 1257 0 0 0 0 0 451 0 0 1607 34 258 0 6 c) AED excursion 0 Envelope Toss/gain 9632 15929 12 a) Infiltration b) Room ventilation 2606 0 896 0 13 Internal gains: Occupants @ 230 Apptiances/other 0 1200 0 Subtotal (lines 6 to 13) 12237 18025 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 10% 0 0 0 12237 1224 0 0 0 18025 1802 Total room load Air required (cfm) 13461 1000 19827 1000 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. f#4- wrigrr.tsof't-• Right-Suitee Universal 7.1.19 RSU08057 AL;C"-P....Brothers\Lot30DParklandTerranaGLW\Lo130DParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011-00-06 11:28:59 Page 2 wrightsoft Right-J!orksheet Floor 1 DEL -AIR oHEANTIING & AIR 531 CODISCO WAY, SANFORD, FL 3277C1 PhNe:Dg07333! .J Fax: 407-333 3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Floor 1 141.5 ft 10.4 ft 1747.0 112 BDRM 2 31.0 ft 10.0 ft heat/cool 18.0 x 13.0 11 234.0 112 Ty Construction number U -value Btuh/ft2-°F) Or HTM Btuh/ft2 Area ft2) or perimeter (ft) Load Btuh) Area ft2) or perimeter (ft) Load Btuh) Heal Cool Gross N/P/S Heat Cool Gross.. N/P/S Heat Cool 6 11 QJ E-LG y/ t ---G W I -G VJ G G G W 1, 16 W P C F F 12E-Osw 1A-hlom ' 1A-hlom 13A-2ocs 1B-hlfm 12E-Osw 1A-hlom 13A-2ocs 1A-hlom 1A-hlom 1A-hlomd 12E-Osw 1A-hlom 1A=hlom 1B-hlfm 1B-hlfm _ 13A-2ocs 1A-hlom 12E=05w 1A-h1om 1B-hlfm _ .... 13A-2ocs 1B-hlfm 1B-hlfm 1B-hlfm 11J0 16A-19td 12B-Osw 11DO 16D-3Btd 19A-llcscp 20P -11c 22A-cp1 0.068 1.100 1.100 0.201 0.980 0068 1.100 0.201 1.100 1.100 1.090 0.068 1.100 1:100 1:100 1.100 0.201 1.100 0.068 0.980 0.980 0.201 0.980 0.980 0.980 0.600 0.049 0.097 0.390 0.026 0.073 0.078 0.989 n n n n n a e e e e e s s s s s s s w w w , w w w w w w: n 10.00 0.00 000 4.56 22.25 0.00 0.00 4.56 24.97 24.97 24.74 0:00 0:00 0.00 000 0.00 4.56 24.97 0:00 0.00 0.00 4.56 22.25 22.25 22.25 13.62 0.00 2.20 8.85. 0159 0.00 0.00 22.45 0.00 0.00 0.00 4.24 25.59 0.00 0.00 4.24 68.61 38.04 43.89 0.00 0.00 0.00 0.00 s0.00 4.24 39.72 0.00 0.00 0:00 4.24 35.59 73.90 62.77 18.12 0.00 1.69 11.78 0.88 0.00_ 0.00 0.00 0 D 0 235 3 0 0 405 47 33 96 0 0 0 0 0 606 65 0 0 0 246 11 44 16 24 0 571 21 328328 0 0 1747 0 0 0 232 0 0 0 230 0 33 70 0 0 0 0 0 541 16 0 0 0 151 11 0 5 24 0 550 21 0 0 142 0 0 0 1057 75 0 0 1047 1169 816 2375 0 0 0 0 0 2467 1632 0 0 Q 691 241 973 356 327435 0 1210 189 194 0 1:1 3177 0 0 0 982 86 0 0 973 3212 1243 4214 0 0 0 0 0 2293 2596 0 0 0 642 386 3233 1004 0 928 251 287 0 0 0 0 0 0 180 0 0 0 130 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 180 0 0 0 83 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 31 0 0 0 821 0 0 0 380 1169 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T1 0 0 696 oopz000c2T00000000000000000 oop, op0 6 c) AED excursion 0 98 Envelope loss/gain 17996 22766 3066 4231 12 a) Infiltration b) Room ventilation 2556 0 879 0 531 0 183 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 4800 0 0 1200 Subtotal (lines 6 to 13) 20551 29595 3597 5613 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 23% 31% 0 0 0 20551 4811 0 0 0 29595 9253 23% 31% 0 0 0 3597 842 0 0 0 5613 1755 Total room load Air required (cfm) 25362 1600 38849 1600 4439 280 7368 303 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. e.r .rvr:gtitsofFt Right -Suite® Universal 7.1.19 RSU08057 4C•A ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = M.18 Orientation = S 2011 -Oct -06 11:28:59 Page 3 wrightsoft• Right-JVorksheet Floor 1 DEL -AIR oHEANTIING & AIR 531 CODISCO WAY, SANFORD, FL 3277 FhNe:DJ073331- Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-0 PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Exoosed wall Ceiling height Room dimensions Room area BATH 2 5.5 ft 10.0 ft heat/cool 5.5 x 13.0 ft 71.5 ft2 FAMILY 15.0 ft 10.0 ft heat/cool 26.5 x 15.0 ft 397.5 ft2 Ty Construction number U -value Bluh/ft2°F) Or HTM BluWtt2) Area ft2) or perimeter (ft) Load Btuh) Area ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heal Cool 6 11 1, b WI --G 14/ lb13A-2ocs 1. 1N y/ L -C, W PI _ D C F F F 12E-Osw lA-hlom 1A-hlom 13A-2ocs 1B-hlfm 12E-Osw 1A-h1om -... 1A-hlom 1A-hlom 1A-hlomd 12E-Osw 1A hlom 1A-hlom 1B hifm 113-hlfm . .. 13A-2ocs 1A-hlom 12E-osw 1A-hlom 113-hlfm 13A-2ocs 1B-hlfm 1B-hlfm 1B-hlfm 11J0 16A-19td 12B-Osw 11D0 • 16D-38td 19A-llcscp 20P -11c 22A cpl 0.068 1.100 1.100 0.201 0.980 0.068 1.100 0.201 1.100 1.100 1.090 0.068 1.100 1:100 1.100 1.100 0.201 1.100 0.068 0.980 0.980 0.201 0.980 0.980 0.980 0.600 0:049 0.097 0.390 0;026 0.073 0 o78 0.989 n n n n n a e e e e e s s 5 s s w w w : w w w w w w; n 0.00 0.00 0.00 4.56 22.25 0.00 0:00. 4.56 24.97 24.97 24.74 0.00 0.00 0.00 0.00 0:00 4.56 24.97 0 o0 0.00 0:00 4.56 22.25 22.25 22.25 13.62 000 2.20 8.85 0.59 0.00 0:00 22.45 0.00 0.00 0.00 4.24 25.59 0.00 0.00 4.24 68.61 38.04 43.89 0.00 0.00 0.00 0:00 0:00 4.24 39.72 0.00 0.00 0.00 4.24 35.59 73.90 62.77 18.12 0:00 1.69 11.78 0.88 0.00 0.00 0.00 0 0 0 55 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 130 0. 0 0 0 72 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 130 0 0 0 0 6 000• irn000000000000000e000000 0000, A 0 0 219 86 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 219 0 0 0 0 0 A 0 0 0 0 0 150 0 0 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 398 0 0 0 0 0 0 0 54 0 0 70 0 0 0 0 0 0 0 0 0 0... 0 0 0 0 0 0 30 0 0 0 15 0 0 0 0 0 0 0 246 0 0 2375 0 0 A 0 0 0 0 0 0 0 0 0 0 0 0 0 66 0 0 0 337 0 0 0 0 0 0 0 229 0 0 4214 0 0' 0 0' 0 0 0 0 0 0 0 0 0 0 0 0. 51 0, 0 0 0 6 c) AED excursion 39 390 Envelope Toss/gain 720 485 3025 4103 12 a) Infiltration b) Room ventilation 94 0 32 0 257 0 88 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 4 920 0 Subtotal (lines 6 to 13) 814 517 3281 5112 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 23% 31% 0 0 0 814 191 0 0 0 517 162 23% 31% 0 0 0 3281 768 0 0 0 5112 1598 Total room Toad Air required (cfm) 1005 63 679 28 4050 255 6710 276 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wri9r.t5or-t- Right -Suite® Universal 7.1.19 RSU08057 AL --;(A's ...Brothers\Lot30DParklandTerranaGLW\Lot3oDParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 4 wrightsoft Right-JVorksheet Floor 1 DEL -AIR OHEIANTIING & AIR 531 CODISCO WAY, SANFORD, FL 3277 PhNe:DI07333N665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BREAKFAST 21.5 ft 10.0 ft heat/cool 9.0 x 12.5 ft 112.5 ft2 KITCHEN 17.5 ft 10.0 ft heat/cool 17.5 x 12.5 ft 218.8 ft2 Ty Construction number U -valueBtuhrft2-°F) Or HTM Btuh/ft2) Area ft2) or perimeter (ft) Load Btuh) Area ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 1 r 12E-Osw 0:068 n 0:00 0:00 0 0 0 0 0 0 0 0 tl---( 3 1A-hlom lA hlom F 1.100 1.100 n n 0.00 0.00 0.00 0.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 4.56 4.24 0 0 0 0 0 0 0 0 11 I --G 1B-hlfm 0.980 n 22.25 25.59 0 0 0 0 0 0 0 0 yl 12E-Osw 0.068 e' 0.00 0.00 0 0 0 0 0 0 0 0, 1A-hlom 1.100 e 0.00 0.00 0 0 0_ 0 0 0 0 0G VVjjll 13A-2ocs 0.201 e 4.56 4.24 125 92 421 392 0 0 0 0 G 1A-hlom 1.100 e 24.97 68.61 0 0 0 0 0 0 0 0 l G 1A-hlom 1A-h1omd 1.100 1.090 e e 24.97 24.74 38.04 43.89 33 0 33 0_. 816 0 1243 0 0 0 0 0 0 0 0 0 VJ 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0, 0 G 1A-hlom 1.100 s 0.00 0.00 0 0 0 0 0 0 0 0 G 1A-hlom 1.100 s 0.00 000 0 0 0 0 0 0 0 o G 1B-hlfm 1.100 s 0.00 0:00 0 0 0 0 0 0 0 0 G 1B-hlfm 1.100 s , 0.00. 0:00 0 0 0 0 0 0 0 o W G 13A-2ocs to-hiom 0.201 1.100 s s 4.56 24.97 4.24 39.72 90 16 74 4 336 408 312 649 175 16 159 4 724 408 673 649 W 12E-Osw 0.068 w: 0.00 0:00 0 0 0 0 0 0 0 0 1A-hlom 0:980 w 0.00 0-00 0 0 0 0 0 o 0 0G G 1B•hlfm 0.980 w 0.00 0:00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 4.56 4.24 0 0 0 0 0 0 0 0 1B-hlfm 0.980 w 22.25 35.59 0 0 0 0 0 0 0 0 1B-hlfm 0.980 w 22.25 73.90 0 0 0 0 0 0 0 0 1B-hlfm 0.980 w 22.25 62.77 0 0 0 0 0 0 0 0 11JO 0.600 w 13.62 18.12 0 0 0 0 0 0 0 0 W 16A -191d 0.049 w aoo 0:00 0 0 0 0 0 0 0 0 PI1---D 12B-Osw 0.097 2.20 1.69 0 0 0 0 0 0 0 0 11D0 0.390 n.: 8.85 11.78 0 0 0 0 0 0 0 0 C :. 16D-38td 0.026 0.59 a88 0 0 0 0 0 0 0 0. F 19A-llcscp 0.073 0.00 0.00 0 0 0 0 0 0 0, 0 F 20P -11c 0;078 O00 000 0 0 0 0 0 0 0 Jo F 22A-cpl 0.989 22.45 0.00 113 22 483 0 219 18 393. 0, 6 c) AED excursion 193 271 Envelope loss/gain 2464 2403 1525 1051 12 a) Infiltration 368 127 300 103 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 2400 Subtotal (lines 6 to 13) 2832 2530 1825 3554 Less edema! Toad 0 0 0 0 I Pss transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2832 2530 1825 3554 15 Duct loads 23% 31% 663 791 23% 31% 427 1111 Total room load 3495 3321 2252 4665 Air required (cfm) 221 137 142 192 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite® Universal 7.1.19 RSU08057 Brothers\Lot30DParklandTerranaGLW\Lo130DParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 5 wrightsofr Right-Jtorksheet Floor 1 DEL -AIR oHEANT( ING & AIR tnleP 333!665 F531CODISCOWAY, SANFORD, FL 32779Rax407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area DINING 0 ft 10.0 ft heat/cool 12.5 x 15.0 ft 187.5 ft2 LIVING 38.5 ft 12.0 ft heat/cool 18.0 x 20.5 ft 369.0 112 Ty Construction number U -value Btuh/ft2-°F) Or HTM Btuh/ft2) Area ft2) or perimeter (11) Load Btuh) Area 112) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VJ G G 14/ I --C' W 1 G W G G 3 W G G G G' W t G W G.1A-h1om G D W P C .... F F ::; F 12E-Osw 1A-hlom 1A-hlom 13A-2ocs 1B-hlfm 12E-Osw 1A-h1om 13A-2ocs 1A-hlom 1A-hlom 1A-hlomd 12E-Osw 1A-hlom 1A-hlom 1B -hlfm 1B-hlfm_ ._ . 13A-2ocs 1A-hlom 12E-Osw 1B-hlfm 13A-2ocs 1B hlfm 1B-h1fm 16 hlfm 11JO 16A-19td 128-Osw 11D0 16D -381d _.... 19A-llcscp 20P -11c _ 22A-cp1 0.068 1.100 1.100 0.201 0.980 0.068 1.100 0.201 1.100 1.100 1.090 0:068 1.100 1.100 1.100 1-100 0.201 1.100 0.068 0.980 0:980 0.201 0.980 0.980 0.980 0.600 0:049 0.097 0.390 0.026 0.073 b:078 0.989 n n n n n e a e e e e s s s s s s s w w w: w w w w w w n 0.00 0.00 0.00 4.56 22.25 0.00 0.00 4.56 24.97 24.97 24.74 0.00 0.00 0.00 0.00 0:00 4.56 24.97 0100 0.00 0:00 4.56 22.25 22.25H2225 13.62 0.00 220 8.85 0.59, 0.00 0:00 22.45 888N 88N( 8S88888Nr' 888N 8 8F8f22888 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 195 21 0 0• 0 188 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 174 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0: 0 0 0 0 0 0 382 189_.. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0: 0 0 0 0 0 0 293 251 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 216 0 0 0 0 246 11 44 16 24 0 216 0 328 0 0 369 0 0 0 0 0 0 0 0 0 0 0 0 i0 0 0 0 216 0 0 0 0 151 11 0 5 24 0 216 0 328 0 0 39 0 0 0. 0 0 0. 0 0 0 0 0 0 0 0 0 0 986 0 0 0 0 691 241 973 356 327 0 476 0 194 0 0 864 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 916 0 0 0 0 642 386 3233 1004 435 0: 365 0 287 0 0 0 6 c) AED excursion 55 1256 Ereelope loss/gain 571 489 5107 8524 12 a) Infiltration b) Room ventilation 0 0 0 0 791 0 272 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 0 Subtotal (lines 6 to 13) 571 720 5898 8796 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 23% 31% 0 0 0 571 134 0 0 0 720 225 23% 31% 0 0 0 5898 1381 0 0 0 8796 2750 Total room Toad Air required (cfm) 705 44 944 39 7279 459 11547 476 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. F14- wrigr.tsort Right -Suite® Universal 7.1.19 RSU08057 ACCP ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.nip Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 6 F wrightsoft Right-JVorksheet Floor 1 CDEEL- AII R oHEAITIING & AIR 531 CODISCO WAY, SANFORD, FL 32779 PONe:D407I333N665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area STUDY 12.5 ft 10.0 ft heat/cool 12.5 x 12.5 ft 156.3 f12 Ty Construction number U -value Btuh/t2- F) Or HTM Btuh/tt2) Area ft2) or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 vy 1 G; y/ I G W I G. W G G W tea: G G y! L -t V L (C;' W ...: P 1-D C F F . F 12E-0sw ' 1A-hlom 1A-hlom 13A-2ocs 1B-hlfm 12E-Osw r 1A-hlom .-.,. 13A-2ocs 1A-hlom 1A-hlom 1A-hlomd 12E-Osw 1A-hlom 1A-hlom 1B-h1fm 1B-hlfm :.: 13A-2ocs to-hlom 1A-hlom 1B-hlfm 13A-2ocs 1B-hlfm 1B-h1fm 1B-hlfm 11J0_ 16A-19td _ 12B-Osw 11D0 16D -381d . 19A-llcscp ... 20P -11c .. ... 22A-cp1 _.. 0.068 1.100 1.100 0.201 0.980 0:068 1.100 0.201 1.100 1.100 1.090 0.068 1.100 1.100 1.100 1.100 0.201 1.100 a068 0.980 0.980 0.201 0.980 0.980 0.980 0.600 0.049 0.097 0.390 0.026 0.073 0.078 0.989 n n n n n e e e e e e s s s s s s s w w w w w w w w w : n 0.00 0:00 0.00 4.56 22.25 0.00 0.00 4.56 24.97 24.97 24.74 0.00 0.00 0 o0 000 0.00 4.56 24.97 00 0:00 0'00 4.56 22.25 2225 22.25 13.62 0:00 2.20 8.85. 0:59 0.00 0:00. 22.45 0.00 0.00 0.00 4.24 25.59 0:00 0.00 4.24 68.61 38.04 43.89 0.00 0.00 0:00 000 0.00 4.24 39.72 0.00 D.00 0.00 4.24 35.59 73.90 62.77 18.12 0 00 1.69 11.78 0.88 0.00 0.00 0.00. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 125 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 156 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 92 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 421 816 0 0 0 0 0 0 0 0 0 0 0 0 0 0 281 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 392 1298 0 0 0 0 0 0 0 0 0 0 0 0 0:. 0 6 c)AED excursion 210 En elope loss/gain 1518 1480 12 a) Infiltration b) Room ventilation 214 0 74 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 Subtotal (lines 6 to 13) 1732 2753 14 15 Less external load Less transfer Redistribution Subtotal Duct Toads 23% 31% 0 0 0 1732 405 0 0 0 2753 861 Total room load Air required (cfm) 2138 135 3614 149 Printout certified byACCA to meet all requirements of Manual J 8th Ed. f41- w.-igtitsoIt Right-Suitee Universal 7.1.19 RSU08057 C.OA ...Bothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc= MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 7 wrightsofr Right-J(orksheet Floor 2 DEAQL-AIR oHEINATIING & AIR 531 CODISCO WAY, SANFORD, FL 3277TPhone:D 07333!665 Fax: 407-333 3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Eposed wall Ceiling height Room dimensions Room area Floor 2 169.0 ft 9.0 ft 1704.0 ft2 BTH 3 8.5 ft 9.0 ft heat/cool 8.5 x 9.0 ft 76.5 ft2 Ty Construction number U -value Btuh/ft2-°F) Or HTM Btuh/ft2) Area ft2) or perimeter (ft) Load Btuh) Area ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 QI Wr_G vg W G G G y/ L__ 1A-hlom pD16 W. P C .... F F F 12E-Osw 1A-h1om 1A-hlom 13A-2ocs 1B-hlfm 12E-Osw 1A-hlom.. 13A-2ocs 1A-hlom 1A-hlom 1A-hlomd ,., ._.... 12E-Osw 1A-h1om 1A'h1om 1B-hlfm 1B-hlfm - 13A-2ocs 1A hlom 12E-Osw 1B-hlfm 13A-2ocs 1B-hlfm 16 hifm hlfm 11JO 16A-19td 12B-Osw 11D0. 16D-38td 19A-llcscp 20P -11c 22A-cpl 0.066 1.100 1.100 0.201 0.980 0.068 1.100 0.201 1.100 1.100 1.090 0.068 1.100 1.100 1.100 1.100 0.201 1.100- 0.068 0.980 0:980 0.201 0.980 0.980 0.980 0.600 0.049 0.097 0.390 0.026 0.073 0.078 0.989 cca cc owe NN wow am Nyw333. 33 3333 c 1:54 24.97 24.97 0.00 0.00 1:54 24.97 0.00 0.00 0.00 0.00 1:54 24:97 24:97; 24.97 24.97: 0.00 0.00 1:54 22.25 22.25 0.00 0.00 0.00 0.00 0.00 1.11 0.00 0.00 0.59 1.17 1.77: 0.00 gS 88q.( 08 88 $` VS 8S g88 `?, P32 22 888G8 88,^ 08 0000= 8RgIRoo.- occooriocoo o 396 9 16 0 0 365 94 0 0 0 0 396 9 33 36 22 0 0 240 12 20.. 0 0 0 0 0 125 0 0 1834. 44 242 0 371 0 0_. 0 0 271 0 0 0 0 0 296 9 33 36 22 0 0 208 0 0 0 0 0 0 0 125 0 0 1834 44 242 0 573 227 397 0 0 418 2338 0 0 0 0 457 227 816 899 c 549 0 0 320 267 442 0 0 0 0 0 139 0 0 1082 51 428 0 532 255 446 0 0 389 6424 0 0 0 0 425 255 916 1009 617 0 0 298 755 1257 0 0 0 0 0 451 0 0 1607 34 258 0 77 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 O 77 0 9 0 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 77 0 9 0 104 227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 45.' 0 16. 0. 97 255 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 67: 0, 10. 0 6 c) AED excursion 0 22 Envelope loss/gain 9632 15929 392 406 12 a) Infiltration b) Room ventilation 2606 0 896 0 131 0 45 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 0 0 0 Subtotal (lines 6 to 13) 12237 18025 523 451 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 10% 0 0 0 12237 1224 0 0 0 18025 1802 10% 10% 0 0 0 523 52 0 0 0 451 45 Total room load Air required (cfm) 13461 1000 19827 1000 576 43 497 25 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r$4- Right -Suite® Universal 7.1.19 RSU08057 G.P....Brothers\Lot30DParklandTerranaGLW\Lo130DParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 8 wrightsofts Right-Jorksheet Floor 2 DEEL-AIR oHEIANTIING & AIR 531 CODISCO WAY, SANFORD, FL3277iPhNe:D107333N665 9ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area BDRM 4 29.0 ft 9.0 ft heat/cool 16.0 x 13.0 ft 208.0 ft2 BDRM 3 29.5 ft 9.0 ft heat/cool 16.5 x 13.0 ft 214.5 ft2 Ty Construction number U -value Btuh/ft2°F) Or HTM Btuh/ft2) Area ft2) or perimeter (ft) Load Btuh) Area ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 YJ G G W I --G W G G G W C tea. G G.1B-hlfm W L -C 6 D W ::::16A-19td P I -D C F F F 12E-Osw ' 1A-hlom 1A -Mom 13A-2ocs • 1B-hlfm 12E-Osw 1A-hlom 13A-2ocs 1A-hlom 1A-hlom 1A-hlomd 12E-Osw 1A-hlom lA=h1om 1B-hlfm 13A-2ocs 1A-h1om 12E-Osw lA=hlom 1B hlfm 13A•2ocs 16 hlfm 16 hlfm 1Bhlfm 11JO 12B-Osw 11 DO 16D -38tH 19A-llcscp 20P -11c 22Acpl0.989 0.068 1.100 1.100 0.201 0.980 0.068 1.100 0.201 1.100 1.100 1.090 0.068 1.100 1:100 1.100 1.100 0.201 1.100 0.068 0.980 0.980 0.201 0.980 0.980 0.980 0.600 r, '0.049 0.097 0.390 0.026.: 0.073 0:078 n n n , n n0.00 e e e e e e s s s s t s s s w w w , w w w w w w n . 1.54„ 24:97 24.97 0.00 1.54 24.97 0.00 0.00 0.00 0.00 1.54 24.97 24.97 24:97 24.97 0.00 0.00 1:54 22.25 22.25 0.00 0.00 0.00 0.00 0.00 1:11; 0.00 0.00. 0.59 1.171.17 1.77 0.00 1.43 28.04 28.04 0.00 0.00 1.43 68.61 0.00 0.00 0.00 0.00 1.43 28.04 28:04 28:04 28.04 0.00 0.00 1.43 62.89 63.23 0.00 0.00 0.00 0.00 0.00 3.61 0.00 0.00 0:88 0.790 1.07 0.00 144 0 0 0 0 117 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 208 0 0 144 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 208 0 0 0 222 0 0 0 0 108 1169 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 123. 0 0 0 207 0 0 0 0 101 3212.,_ 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 182 0 e _ .'0 149 0 16_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 94 0 20 0 0 0 0 0 23 0 0 215 0 215 Q 133 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 23 0 0 215 0 215 0 205 0 397 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 114 0 442. 0 0 0 0 0 226 0 0 127 0 380 OQ, 190 0 446 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106 0 1257 0 0 0 0 0 83 0 0 188 0 229 6 c) AED excursion 134 309 Envelope loss/gain 1622 3836 1690 2809 12 a) Infiltration b) Room ventilation 447 0 154 0 455 0 156 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 2069 3989 2145 2965 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 10% 0 0 0 2069 207 0 0 0 3989 399 10% 10% 0 0 0 2145 215 0 0 0 2965 297 Total room load Air required (cfm) 2276 169 4388 221 2360 175 3262 164 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. r4+- Right -Suite® Universal 7.1.19 RSU08057 ACCI\ ...Brothers\Lot30DParklandTerranaGLW\Lot30DParktandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 9 1 wrightsoft Right-JVorksheet Floor 2 DEL -AIR oHEANTII NG & AIR 531 CODISCO WAY, SANFORD, FL3277i PhNe:D 07333NJ65 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Egosed wall Ceiling height Room dimensions Room area LOFT 42.0 ft 9.0 ft heat/cool 1.0 x 567.8 ft 567.8 ft2 LAUND 0 ft 9.0 ft heat/cool 9.5 x 9.0 ft 85.5 ft2 Ty Construction number U -value Btuh/t12-°F) Or HTM Btuh/ft2) Area ft2) or perimeter (ft) Load Btuh) Area ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 16 W L --G Vjl VJ G t' G IN12E-0sw W G G 0 W P I D C ':: F F F 12E-Osw 1A-hlom 1A -Mom 13A-2ocs 1B-hlfm 12E-Osw 1A-hlom 13A-2ocs 1A-hlom 1A-hlom 1A-hlomd 1A-hlom 1A-hlom ` 1B-h1fm 1B-hlfm _ 13A-2ocs 1A-hlom 12E-0sw 1A-hlom 1B-hlfm 13A-2ocs 1B-hlfm 1B-hlfm 1B-hlfm 11J0 16A -191d 12B-Osw 11D0 ... 16D-38td 19A-llcscp 20P -11c 22A -op! 0.068 1.100 1.100 0.201 0.980 0.068 1.100 0.201 1.100 1.100 1.090 0.068 1.100 1.100 1.100 1.100 0.201 1.100 0.068 0.980 0.980 0.201 0.980 0.980 0.980 0.600 0.049 0.097 0.390 0:026 0.073- 0.078 0.989 n. n' n n n e e e e e e s s s s s s s w ! w w w w w w w w n 1.54 24.97 24.97 0.00 0.00 1.54 24.97 0.00 0.00 0.00 0.00 1.54 24:97 24:97 24.97 24:97 0.00 0.00 1:54 22.25 22.25 0.00 0.00 0.00 0.00 0.00 1.11 0.00 0.00 0.59 1.17 1.77. 0.00 1.43 28.04 28.04 0.00 0.00 1.43 68.61 0.00 0.00 0.00 0.00 1.43 28.04 28:04 28.04 28.04 0.00 0.00 1.43 62:89 6123 0.00 0.00 0.00 0.00 0.00 3.61 0.00 0.00 088 0.79 1.07 0.00 0 0 0 0 0 0 0 0 0 0 0 131 0 0 36 0 0 0 146 12 0 0 0 0 0 0 102 0 0 568 0 18 0 0 0 0 0 0 0 0 0 0 0 0 95 0 0 36 0 0 0 134 0 0 0 0 0 0 0 102 0 0 568 0 18 0 0 0 0 0 0 0 0 0 0 0 0 146 0 0 899 0 0 0 267 0 0 0 0 0 0 113 0 0 335 0 32 0 0 0 0 0 0 0 0 0 0 0 0 136 0 0 1009 0 0 0 192 755 0 0 0 0 0 0 368 0 0 497 0 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 75 0 0. 0 6 c) AED excursion 81 32 Envelope loss/gain 1998 2895 50 43 12 a) Infiltration b) Room ventilation 648 0 223 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 600 Subtotal (lines 6 to 13) 2646 3718 50 643 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 10% 0 0 0 2646 265 0 0 0 3718 372 10% 10% 0 0 0 50 5 0 0 0 643 64 Total room load Air required (cfm) 2910 216 4089 206 56 4 708 36 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. F- wr:gr.tsost- Right -Suite® Universal 7.1.19 RSU08057 CSA ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 10 4- wrightsoft° Right-JVorksheet Floor 2 DEL-AIRI333 oHNEANTIING & AIR 531 CODISCO WAY, SANFORD, FL3277Ci PhNe:Dd07-265 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area MSTR WIC 9.0 ft 9.0 ft heat/cool 10.0 x 9.0 ft 90.0 112 MSTR BDRM 39.0 ft 9.0 ft heat/cool 1.0 x 311.8 ft 311.8 ft2 Ty Construction number U -value B1uh/ft2-°F) Or HTM Btuh/ft2) Area 112) or perimeter (ft) Load Btuh) Area 112) or perimeter (ft) Load Btuh) Heal Cool Gross N/P/S Heal Cool Gross WP/S Heat Cool 6 11 Vjl I G 11 G W W d' 1/ N W L-( Vy G D W ,. 9I I ---D C ,.. F F . F .. 12E'Osw 1A-hlom 1A-hlom 13A-2ocs 1B hlfm 12E-Osw 1A-hlom ,; 13A-2ocs 1A-hlom 1A-hlom 1A-hlomd 12E-Osw 1A hlom 1A-hlom 1B-hlfm 1B-hlfm 13A -7K c to-hlom 12E-Osw 1A-hlom 1Bhlfm 13A-2ocs 1B-hlfm 18 hlfm 18 hlfm 11J0 16A -191d 12B-Osw 11D0. 16D -381d ; 19A-llcscp 20P -11c _ 22A-cpl._. 0.068 1.100 1.100 0.201 0.980 0.068 1.100 0.201 1.100 1.100 1.090 0.068 1.1001.100 1.100 1:100 0.201 1.100 0.068 0.980 0:980 0.201 0.980 0.980 0.980 0.600 0:049 0.097 0.390 0:026 0.073- 0 076 0.989.0.00 Y: n n n n n a e e e e e s s s s s s s w w w w w w w w w , n 1.54 24.97 24:97 0.00 0.00 1:54 24.97 0.00 0.00 0.00 0.00 1.54 24.97 24'97 24.97 24:97 0.00 0.00 1:54 2225 2225 0.00 0.00 0.00 0.00 0.00 1.11 0.00 0.00 0.59 1.17 1.77 1.43 28.04 28:04 0.00 0.00 1:43 68.61 0.00 0.00 0.00 0.00 1.43 28.04 28:04 28.04 28:04 0.00 0.00 1:43 62.89 63:23 0.00 0.00 0.00 0.00 0.00 3.61 0.00 0.00 0.88 0.79 1.07 0 .00 0 0 0 0 0 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 90 0 0 0 9OP' OO-- IAO, 00000000000000. 00000' 0000m' O00' 0 0 0 0 0 116 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 79 0 0 0 27 0 0 0 0 167 47 0 0 0 0 158 0 33 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 442 44 0 0 27 0 0 0 0 120 0 0 0 0 0 125 0 33 0 0 0 0 0 0 0A 0 0 0 0 0 0 0 0 442 44 0 0 42 0 0 0 0 185 1169 0 0 0 0 193 0 816 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 261 51 0 0 39 0 0. 0 0 172 3212 0 0 0 0 179 0 916 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 387 34 0 0 6 c) AED excursion 11 241 Envelope loss/gain 178 184 2716 4698 12 a) Infiltration b) Room ventilation 139 0 48 0 601 0 207 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 610 13) 317 231 3317 4905 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 10% 0 0 0 317 32 0 0 0 231 23 10% 10% 0 0 0 3317 337 0 0 0 4905 490 Total room load Air required (cfm) 349 26 255 13 3649 271 5395 272 Printout certified by ACOA to meet all requirements of Manual J 8th Ed. 4.- ....rigrr+tsort Right-Suite® Universal 7.1.19 RSU08057 PGOA ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = M,18 Orientation = S 2011 -Oct -06 11:28:59 Page 11 wrightsofts Right-JVorksheet Floor 2 DEL -AIR oHEATI NG & AIR 531 CODISCO WAY, SANFORD, FL 32771CPPe:D 07 333NJ65N( Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TERR... Date: 2-16-11 By: AKS 1 2 3 4 5 Room name E,rosed wall Ceiling height Room dimensions Room area MSTR BTH 8.5 ft 9.0 ft heat/cool 1.0 x 127.3 ft 127.3 ft2 W/C 3.5 11 9.0 ft 3.5 x 22.8 112 heat/cool 6.5 ft Ty Construction U -value Or HTM Area ft2) Load Area tt2) Load number Btuh/f12-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (11) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W 12E Osw 0:068 n .. 1:54 1.43 0 0 0 0 0 0 0 0 G 1A-hlom 1.100 n 24:97 28:04 0 0 0 0 0 0 0 0 1A-hlom 7.100 n 24.97 28.04 0 0 00 0 0 0 0 0G Vy 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11 t ---G 1B-hlfm 0.980 n 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 a 1:54 1.43 0 0 0 0 0 0 0 0 G 1A-h1om 1.100 e 24.97 68.61 0 0 0 0 0 0 0 0 kJ 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 G 1A-hlom 1.100 e 0.00 0.00 0 0 0 0 0 0 0 0 G 1A-hlom 1.100 e 0.00 0.00 0 0 0 0 0 0 0 0 G 1A-hlomd 1.090 e 0.00 0.00 0 0 0 0 0 0 0 Q IN12E-Osw 0:068 s ` 1.54 1:43 77 55 84 78 32 22 35 32 1A-hlom 1.100 s 24.97 28.04 0 0 0 0 9 9 227 255 1A-hlom 1.100 s 24:97 28:04 0 0 0 0 0 0 0 0. 1B-h1fm 1.100 s 24.97 28:04 0 0 0 0 0 0 0 1B hlfm 1.100 s 24.97 28.04 22 22 549 617 0 0 0 0 Vj/ 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 L---G1A-hlom 1.100 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12E05w 0.068 w' 1.54 1:43 0 0 0 0 o 0 0 0 C' 1A-hlom , 0.980 w 22.25 62.89 0 0 0 0 0 0 0 0 G 1B-hlfm 0.980 w 22.25 63:23 0 0 0 0 0 0 0 0 0 0 1Bhlfm 0.201 0.980 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ND13A-2ocs 1B-hlfm 0.980 w 0.00 0.00 0 0 0 0 0 0 0 0 1Bhlfm 0.980 w 0.00 0.00 0 0 0 0 0 0 0 0 WO w 0.00 0.00 0 0 0 0 0 0 0 0 W 16A -191d 0049 w 1.11 3.61 0 0 0 0 0 i0 0 0 P 12B-Osw 0.097 0.00 0.00 0 0 0 0 0 0 0 0 11D0 0.390 n 0.00 0.00 0 0 0 0 0 0 0. 0 C 16D-38Id _ .;_ ..__ 0.026 0.59, 0.88. 127 127 75 111. 23 23 13 20, F 19A-llcscp 0.073 1.17 0.79 0 0 0 0„ 0 0 0 0 F 20P -11c 0. 078 1.77 1.07 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 40 15 Envelope loss/gain 709 767 275 292 12 a) Infiltration 131 45 54 19 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 840 812 329 311 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 840 812 329 311 15 Duct loads 10% 10% 84 81 10% 10% 33 31 Total room load 924 893 362 342 Air required (cfm) 69 45 27 17 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A -'4- w.-igr,tsorr Right -Suite® Universal 7.1.19 RSU08057 Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:28:59 Page 12 wrightsofte Duct System Summary Floor 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TE... Date: 2-16-11 By: AKS For: Project Information TOLL BROTHERS FL External static pressure Pressure losses Available static pressure Supply / retum available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12 / 0.12 in H2O 0.181 in/100ft 1600 cfm 133 ft Supply Branch Detail Table Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12/0.12 in H2O 0.181 in/100ft 1600 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk BATH 2 h 1005 63 28 0.321 5.0 Ox 0 VIFx 4.7 70.0 BDRM 2 c 7368 280 303 0.296 9.0 Ox 0 VIFx 11.0 70.0 BREAKFAST h 3495 221 137 0.201 8.0 Ox 0 VIFx 34.7 85.0 st1 DINING h 705 44 39 0.294 6.0 Ox 0 VIFx 11.7 70.0 FAMILY c 3355 128 138 0.265 7.0 Ox 0 VIFx 20.6 70.0 FAMILY -A c 3355 128 138 0.298 7.0 Ox 0 VIFx 10.4 70.0 KITCHEN c 4665 142 192 0.214 8.0 Ox 0 VIFx 27.1 85.0 st1 LIVING c 5773 230 238 0.187 8.0 Ox 0 VIFx 38.6 90.0 st2 LIVING -A c 5773 230 238 0.181 8.0 Ox 0 VIFx 42.8 90.0 st2 STUDY c 3614 135 149 0.257 7.0 Ox 0 VIFx 23.2 70.0 Supply Trunk Detail Table Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 st2 Peak AVF Peak AVF 363 459 329 476 0.201 0.181 665 605 10.0 12.0 0 x 0 0 x 0 VinIFIx VinIFIx wrightsoft1- Right -Suite® Universal 7.1.19 RSU08057 ACCIlk ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:29:02 Page 1 Name Grill Size (in) Htg cfm) CIg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb3 Ox 0 1600 1600 0 0 0 0 Ox 0 VIFx r+ wrightsoft' Right -Suite® Universal 7.1.19 RSU08057s -- IN ...Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.rup Calc = MJ8 Orientation = S 2011 -Oct -06 11:29:02 Page 2 wrightsofte Duct System Summary Floor 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 30-D PARKLAND TE... Date: 2-16-11 By: AKS For: Project Information TOLL BROTHERS FL External static pressure Pressure losses Available static pressure Supply / retum available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17/0.17 in H2O 0.340 in/100ft 1000 cfm 100 ft Supply Branch Detail Table Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17/0.17 in H2O 0.340 in/100ft 1000 cfm Name Design Btuh) Htg cfm) CIg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk BDRM 3 h 2360 175 164 0.340 7.0 Ox 0 VIFx 30.0 70.0 0 BDRM 4 c 4388 169 221 0.405 8.0 Ox 0 VIFx 14.0 70.0 BTH 3 h 576 43 25 0.405 4.0 Ox 0 VIFx 13.9 70.0 LAUND c 708 4 36 0.459 4.0 Ox 0 VIFx 4.1 70.0 LOFT h 1455 108 103 0.408 6.0 Ox 0 VIFx 13.3 70.0 LOFT -A h 1455 108 103 0.383 6.0 Ox 0 VIFx 18.7 70.0 MSTR BDRM c 2698 136 136 0.393 6.0 Ox 0 VIFx 16.6 70.0 MSTR BDRM-A c 2698 136 136 0.444 6.0 Ox 0 VIFx 6.5 70.0 MSTR BTI -1 h 924 69 45 0.412 5.0 Ox 0 VIFx 12.5 70.0 MSTR WIC h 349 26 13 0.436 4.0 Ox 0 VIFx 8.1 70.0 W/C h 362 27 17 0.399 4.0 Ox 0 VIFx 15.2 70.0 Return Branch Detail Table. Name Grill Size (in) Htg cfm) CIg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx A.-&;_ - 44Fwrightsoftt. Right -Suite® Universal 7.1.19 RSUOB057 Brothers\Lot30DParklandTerranaGLW\Lot30DParklandTerranaGLW.n,p Calc = MJ8 Orientation = S 2011 -Oct -06 11:29:02 Page 3 CLIP CON5VUCT10N M-1" LtVATlON 5K1 -Cid N S.5 ALF__ ARTEAGA JR. & ASSOC, INC h NEERING CONSULTANTS CA 3696 850 W. 88 ST. HIALEAH, FLORIDA #33014 305 - 828 -7876 DOWNA/C HOLD DOWN CLIP . s BY: BMP INTERNA1]O,NAL INC. INSTALLAT( ND -W.ING t.' of 2nA : 1 - SEE REVERSE y5I( ORMATIO.N FLAG J O° fz v70o iA TE :2..3 ./t8.00 C, 6 GIV V. 51EE1. CLIP. 4" 6" OR 8" LGNO. IN51PLL EQUAL OPPGStff•5VE CONCiE PA7 150MMIC A/ C UNIT ON LtVAiW 511UCT1,12 N,T,S A/ClNif IJ.UMINIM a 51E5- 5FM5 33" MIN, POR 1M7r UNIT 46" POR 4' WIDE Wlf 68" POR 6' WIDE WtT OALV. 5TT R- CLI'. 4" 6" OR 8" LONG. 4451 -ALL eaiAL OPPG5tTE 517E 33" MN. PAZ S' MPt LNtT 46" PAZ 4' WE U\41- 66" NIf68" PGZ 6' 1MP1: Wtf 150MMIC A/ C UNI1" ON GPOUNP OP L VATW CONC 1 TABLE OP CLIP ATTACHMENT SUPPOSTRUCTURE OR AJC UNIT (146 MPH) HEIGHT ABOVE GROUND FT. NUMBER of SCREWS TD 7APCON rD coNCReTE OALV, scar w say 0f 1J$aHOUSR46OFNC, OALV. 110. }• DIA. X 2' IAND TO . ROCK SUPPORT 14 SELF DRILLING Dbl X 1 4 15' 2 1 20' 2 1 25' 2 1 30' 2 1 1 40' 2 1 111lkAARTEAGAJR. & ASSOC. INC NGINEERING CONSULTANTS CA 3885 850 W. 88 ST. HIALEAH, FLORIDA 4.33014 306 - 828 -7876 A/C HOLD DOWN CLIP BY: BMP INTEWATIONAL INC. INSTALL TIONLI*WING Al 1 ° ( 'v7R2 of 250' 2 60' 3• 1 1 70' 3 1 80' 3 1 1 90' 3 TABLE OF CLIP ATTACHMENT SUPPORTING STRUCTURE OR AJC UNIT (155 MPH) HEIGHT ABOVE GROUND FT. NUMBER OF SCREWS TO HOUSING Of A/ DC CALV. TIO. TAPCON TD CONCRETEDIA. X 2" 1.01!6 GALV. SCREW SELF OR1WNG To AL O 4 0.tA X 15UPPRT J- 15' 2 1 1 20' 2 1 1 25' 2 1 1 30' 2 1 1 40' 3 1 1 50' 3 1 1 80' 3 1 NO 70' 3 1 NO 80' 3 1 . NO 90' 3 1 NO NOTES: 1) FOR STEEL SUPPORTING STRUCTURES, USE SELF DI IWNG GALVANIZED 4" DIA. SCREWS X 1 4" LONG AS FOR AWMINUM RACKS. 2) SPACING OF SCREWS IN A/C HOUSING SHALL BE A MIN. OF 1'. 3) STAINLESS SI LLL SCREWS MAY BE USED WHERE REQUIRED BY GOVERNING AGENCY. PAM: SEE REVERS% 1Q,06:' •s ft '' 005,4010P) derrelt e Q(/j„f`F)RF2 Q TEA' 11 ':.P.E. ta;,fj c,t°'. 5 DATE:i la GENERAL NOTES: DESIGN CALCULATIONS WERE BASED ON THE FLORIDA BUILDING CODE 2007 EDITION WITH 2009 AMENDMENTS AND ASCE 7-05 CHAPTER 6 FOR WIND LOADS ANDVELOCITIESOF146MPHAND155MPH. IMPORTANCE FACTOR USED 1N THE DESIGN 1.1.0, EXPOSURE C AS CRITICAL 2 - AJC UNIT MAXIMUM SIZE TO BE3 FT. WIDE X 4 FT. RIGH AND A MAXIMUM WEIGHT OF 150 POUNDS FOR COUNTERACTING WEIGHT OR 4' X 4' X4' HIGH. 3 -MOUNTING Hew HT OF UNIT AS TO TABLES INDICATES TOP OF UNIT. 4 -ALL SCREWS USED IN ATTACHING CLIP SHALL DE GALVANI7,ED A307, BE SELF DRILLING WITH A MINIMUM HEAD DIAMETER OF .2125 INCHES. SCREWS SHALL DE DRILLED TIGHT, NOT OVER TIGHTENED AND BE } INCH DIAMETER AND 1 } INCH LONG FOR CLD? TO SUPPORTING STRUCTURE OR NO. 1 4 SELF DRILLING ANDi" INCH LONG FOR ATTACHMENT TO HOUSING. 5 - TAPCONS USED DV ATTACHING CLIP BOTTOM TO CONCRETE SHALL DE PRODUCT APPROVED, WITH A RATED TENSILE STRENGTH OF 460 POUNDS nTro 2700 PSL MDV. COMPRESSIVE STRENGTH CONCRETE. ALL TAPCONS SHALL BE EMBEDDED A MINIMUM OF 1 } INCH 1M'O CONCRETE. 6 - INSTALLATION OF SCREWS INTO 110USIN0 OF UNIT SHALL BE W1TIi A MINIMUM SPACING OF 1 INCH, ALL SHALL BE INSTALLED ON TRE TOP END OFTRESLOTTEDHOLES, WHERE POSSIBLE. 7 - ALL SCREWS AT THE BOTTOM OFTHE CLIP ATTACHMENT TO SUPPORTING STRUCTURE SHALL HAVE WASHERS OF 140 OR TWCHZR GALVANIZED STEEL WTTH A IDN. YTELD STRENGTH 0E33 X61. AND BE AT LEAST }INCH DIAMETER, FOR 165 MPH WIND VELOCITY. 8 - STEEL USED IN TEIE MANUFACTURE OF THE OLDS SHALL HAVE A MINIMUM YIELD STRENGTH OF33 HSI., BE GALVANIZED IN ACCORDANCE WIT) ASTM G90. AFTER FAB RICATION. 9 - SUPPORTING ALUMINUM STRUCTURE BEAMS SHALL BE OF 6061 T6 ALLOY FOR THE SCREW CAPACITY TO APPLY. 10 - THIS DRAWING -WAS PREPARED BY ALFREDO ARTEAGA JR AND ASSOCIATES CORP., ALFREDO ARTEAGA JAPE., 850 WEST 68723 STREET, HIALEAH, FLORIDA 31014, CA3886 AND REG NO.33070. ALL PARTS OF MIS DRAWING MUST BE USED IN DETERMINING CONNECTIONS TO BE UTILIZED, USE OF THESE SPECIFICATIONSBYTHECONTRACTORINDICATESHEORSHEHASUNDERSTOODALLPARTSANDHOLDSHARMLESSTAEENGINEERFORANYERRORSDUE7'O IMPROPER USE, F1RTDERMORE; THE ENGINEER IS NOT RESPONSIBLE FOR THE FABRICATION OF THE BOLD DOWN CLIP NOR THE COMPONENTS USED 114 IT'S INSTALLATION, ANYDEVIATIONFROMTHESESPECIFIACTIONSORDETAILS15STRICTLYPROHIBITEDUNLESSPRIORAPPROVALISRECIEVLDFROMTHEENGINEER, IN WRITING, NOADDITIONALCERTIFICATIONSAREMADEORIMPLIEDBYTHESESPECIFICATIONSORDRAWING. 1 I - UNIT SIZE MAY INCREASE TO 6' X 6' X 6' HIGH AND DOUBLE CLIPS SHALL BE USED EACH CORNER WITH SAME CONNECTORS AS SMALLER UNITS, HOWEVER: MAY NOT BE HIGHER THAN 15' FROM GRADE. LT - WHENUNIT 15 SUPPORTED BY WOOD, SCREW USED ATTHE BOTTOM OF THE CLIP MUST BERME 10G AND AE AT LEAST 1 p" LONG. 11- SIZE NO. 12 GALVANTI,ED SELF DRILLING SCREWS MAY BE USED ON UNITS WHICH ARE INSTALLED NO HIGUER THAN 40' FROM GRADE AND ONLY FOR 146 MPHORLESSWINDVELOCITYZONE. ALFREDO ARTEAGA JR. & AS•IATES CORP. ENGINEERING CONSULTANT S50 WEST 68TH ST. HIALEAH , FLORIDA 33011-5235 T -EL -FAX 305.828-7876 CA 3885 JOB:_ 1;rri4t/tAtige SHEET NO: / OF CALCULATIONS BY : DATE : /-* e5 -10 SCALE: f2%Qcdo 4Pi• g 7 ° ALERE D0 ARTEAGA J , .E ZA ,geAfts, rf— i w IS! y ' ate w 1 I) 44 1. U Leo 7/1 11112115,2% r.o e C.:CC'rj 1 O 4 t, COPYRIGHTS AND OWNERSHIP THE CALCULATIONS AND/ORDETAILSCONt4INED ONTHISPAGE ARE THEPROPEATYOF i ALFREDO ARTEAOA )P. RE. THE REPRODUCTION , ODPYINO OR USE WITHOUT WRU itN AUTHORIZATION BY THE ENGINEER IS STRICTLY PROHIBITED AND MAY BE PUNISHABLE BY LAW. SIP ALFRED)O All EAGA, z• FAG. AEG. NU. 330 , , D rii: Y !/s at i ALFREDO ARTEAGA JR. & A IATES CORP. JO :: ' 4 i'`1 ' l ' ENGINEERING CONSULTAND .1 °` . d (Pu),(/ N/7 850 WEST 68TH ST. S EET NO: ? OF HIALEAH , FLORIDA 33014-5235 CALCULATIONS BY :- TEL -FAX 305-828-7876 CA 3885 DATE : _1.713'. ft SCALE: murnamararememames Arimaisminummusium am um wormiammommul ammmergranAatimatemomms nummalo '/fi r/ nalum fi ii' • SEEN 1111/AI ii PrOVIIIWZBOLMENZEMIEFAUMPAIMMII MEM i 1111 GTI ' !7 : wis!i r 11171 1 E1111 E 11111 Mil1011111M211116,11111111111111111111111111111 KIMMII10111111111111111111=111111111111111IMBEIFTIMMIENBIENEMENMEM 1111111111111111111111111MINEMIIIIIMMINIMIBM 111111M!lZi iM E El iiiia i l'' 1 w MOMINM MEMi 11Vg. MEM fo--) PIM EMIR P3: : COPYRIGHTS AND OWNERSHIP /' THE CALCULATIONS AND/OR DETAILS CONTAINED kTHIS PAGE ARE THE PROPERTY OF: ALFREDO ARTEAGA )R. P.E. ALF1iTill0 A1tT1iAC Ii / .li. THE REPRODUCTION . COPYING OR USE wTTE70UT WRITTEN AUTHORIZgTTON BY THE ENGINEER IS STRICTLY /r /E9MAYFALEEG. NO. 3, 170 DATA: ALFREDO ARI "SAGA JR. & A. IATES CORP. ENGINEERING CONSULT 850 WEST 68TH ST. HIALEAH , FLORIDA 33014-5235 TEL -FAX 305-828-7876 CA 3885 JOB: SH ET NO: .3 . OF CALCULATIONS BY : DATE : /4"2-S` "_ SCALE:_ Ifit 1111r" 641019111811111111 11111 r>rrrrru 111111111111111 minkimmutuamie®oam_,_r-mmiimimmi IIMPIWRIMPRIMMPIPM111it!J imm. 1111,4 1111,01"11,1,1111N111 MMEMEMEMEMEMEadEMIMEMEMEMMEMMEM IM R MMS-' MERNMEMMEMEMEEMEMMEMM MITAWOMEREME7111,7MMEEMMEMv h,, MEMEREEMEMMEMMEMMEMMUMMEINIMM MEMMEMEEMMEMMEMMEMMEEMMEMEMEM MMEMEMEIMMWEEMMEMMEMMEMMF4MEMM 11441111 AI FILL )O ARTEAGA 3.! . PAL. RJ O. NO. 3307 s rE: ZUfP COPYRIGHTS AND OWNERSHIP THE CALCULATIONS AND/OR DETAILS CONTAINED ON THIS PAGE ARE THE PROPERTY OF: ALFREDO ARTEAQA JR. P.E. THE REPRODUCTION . COPYING OR USE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER IS STRICTLY PROHIBITED AND MAY BE PUNISHABLE BY LAW ALFREDO ARTEAGA JR. &. AS IATES CORP. ENGINEERING CONSULTAN 850 WEST 68TH ST. HIALEAH , FLORIDA 33014-5235 TEL -FAX 305-828-7876 CA 3885 JOB: g AM,7740.4e rN.f SHEET NO: ' OF CALCULATIONS BY : «4 DATE : /.Tis. 4 SCALE: IIiLIiiIiIIIIIIIIjIIIIII 11111111111111111311111111111 ar r_r.rrr rr r r w wirmi um m , 111111111111111111111.11 imprommumirtmerif Araim an= wirommnum Mom "am Illa 1111faill GE ff!!' WM:MEM; ' +-AI '®U irr rM1!ERNMEMEMEIMMENZA rti. !ice •1" ,I'" r . •. SAS' i r.-l t: 1Cu'11 mum rr rr . ronmommoorrnmorzams ra- rrr r 11111IEIJL. r : a COPYRIGHTS AND OWNERSHIP THE CALCULATIONS AND/OR DETAILS CONTAINED ON THIS PAGE ARE THE PROPERTY OF. ALFREDO ARTAGA JR. P.E. THE REPRODUCTION. COPYING OR USE WITHOUT WRITTENAUTHORIZATION BY THE ENGINEER IS STRICTLY PROHIBITED AND MAY BE PUNISHABLE BY IAW. • ALFRED() ARTEAG FAL REG. NO. 33 B. A.",/2) 0, IIATIJ: ALFREDO ARI'LAGA J R. & ,P111IATES CORP. ENGINEERING CONSULTANT 850 WEST 68TH ST HIALEAH , FLORIDA 33014-5235 TEL -FAX 305-828-7876 CA 3885 JOB: 4/- rGtO 4,,0". SH ET NO: OF / CALCULATIONS BY : 414 DATE . /5(( SCALE: iiiiIIIIIIIIHIUiIiiii D 4,, rr a Mrrr..rrrrrM rrrrrrrrrrrrrrr I8 - rr i r ar it if'i' 1 $tS dit ll r i! I fii rrrrr.-lrrrrrr r r r rrrrrrrrrrrr r rrrrr.rrrrr r 4,r®rrrrrrr I r rrr rrrrirrrrrr i©rrrirrrrrr m 1141111111111111111111111111 ro rrrrrrrrrrrr rrrrr rrrrrrr r iD r PP/50 COPYRIGHTS AND OWNERSHIP THE CALCULATIONS AND/OR OETATLS CONTAINED ON 71-11S PAGE ARE THE PROPERTY OF, ALFREDO AR7EAGA JR_ FtE. THE REPRODUCTION , COPYING OR USE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER 15 STRICRY PROHIBITED AND MAYBE PUNISHABLE BYLAW. i ALFREDO AETEAG .fl i' .13. PAL. REG. NO. 33070 , BATE: ! ALFREDO ARTEAGA JR. & A•CIATES CORP. JOB: , 42€A` ENGINEERING CONSULTANT G .• r .til' 850 WEST 68TH ST. SHEET NO: 0. OF HIALEAH ; FLORIDA 33014-5235 CALCULATIONS BY : r I TEL -FAX 305-828-7876 CA 3885 DATE : /-?6:/1U SCALE: 47,-7/7,-/ DOA AQ E. Zo 1 7U dor PFREDb ART EA GA J RE. 401 70' o' Sof f gt Pc" 110P- Ids,1q At"aix/h" W6f. e‘iek. fl'f4 f/4 1 1 H/ALF'REDO 1 4cfc? COPYRIGHTS AND OWNERSHIP THE CALCULATIONS AND/OR DETAILS CONTAINED ON THIS PAGE ARE THE PROPERTY OF , ALFREDO ARTEAO4 JR. P.E. THE REPRODUCTION , COPYING OR USE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER IS STRICTLY PROHIBITED AND MAY BE PUNLSHABLE BYLAW. ARTEAGA JR P E. nnuo AIITEAGA- FAL. REG- NO. 3307 ALFREDO ARTEAGA JR. & AS TAI ES CORP. ENGINEERING CONSULTANT 850 WEST 68TH ST. HIALEAH , FLORIDA 33014.5235 TEL -FAX 305-828-7876 CA 3885 JOB_ 3 Eo0 e. SH ET NO: OF - CALCULATIONS BY : DATE . /' 119 SCALE: ALFRED 30 70' 90' t, -1''." AJ2. Ff'E@O ARTEG J RE, r ,9- i 30 to' al 001 9c' 9 4 It.X6,41,L 5.-S Alp -4 2 Z z 2 2 3 3 3 3 LFREDO ARTEIKGA J ?, PE fief ff f ij ,44 12 S f AJREDG A?TEAGA 1 fy' COPYRIGHTS AND OWNERSHIP THE CALCULATIONS AND/OR DETAILS CONTAINED ON THIS PAGE ARE THE PROPERTY OP. ALPREDO ARTEAOA)FL P.E THE REPRODUCTION , COPYING OR USE WITHOUT WRITTEN AUTHORIZATION BY THE ENGINEER I5 STRICTLY PROHIBITEDAND MAY BE PUNISHABLE BY LAW. qf ALFREDO AIITEA . • . P.E. FAL. REG. NO. 3307D , DATE: / Z4"." ---r19 ALFREDO ARTEAGA JR- & A..IA1 LS CORP. ENGINEERING CONSULTANT 850 WEST 68TH ST. HIALEAH , FLORIDA 33014-5235 1'..L -FAX 305-828-7876 CA 3885 J Aegle SHEET NO: 0 OF 9 CALCULATIONS BY : .1/451 DATE : /- SCALE: 3 * 11 10661ihrii t14 *All ili $0110 a / i P. Fr: 4c7 u g 111 IIIlIIIIUIIfJIIIIIIlliIIII A F'EDOA'TE A e• A R R LF E 1• AT COPYRIGHTS AND OWNERSHIP THE CALCULATIONS AND/OR DETAILS CONTAINEDON THIS PAGEARETHE PROPERTYOF ALFREDO ARTEAGA )A P.E. THE REPRODUCTION . COPYING OR USE WITHOUTWIUTfEN AUTHORIZATION BY THE ENGINEER IS STRICTLY PROHIBITED AND MAY BE PUNISHABLE BY LAW. A AJ 1.41111111311 ALFREDO A11TIlAG P.D. FAL. REG. NO. 33070 , DATE:/ r .-165 ALFREDO ARTEAGA JR. & AACIATES COIRP. ENGINEERING CONSULTANT 850 WEST 68TH ST. HIALEEAH , FLORIDA 33014-5235 TEL -FAX 305-828-7876 CA 3885 ow ET NO: ? OF CALCULATIONS BY : ,#A7 DATE : %` /D SCALE: I Oil 111111111EMEMMATEMIEMINEFAMIE 11111111111111111 EMIFIRTMOMMINSIMMIPOEMOMIDEMETAPMEN 1lii 21 1111(1i 1 SIM M i l JMEM JP L LF E 1 AI A4 COPYRIGHTS AND OWNERSHIr THE CALCULATIONS AND/OR OETARSCC/WALNED-ONTHISPAGE ARE THE t'ROPER7Y'LDF ALFREDO ARTEAGAJR.P.E. iiMEAERROG]UCIEL044,GLITSMIDal9 L.SESLGTMEILT3iRIIMAL ILTBLILMEES1DMIST iEfailEgGIMEandsVELtuay IIIREMERRIEDMILDIKHINIFIEIRIIALIEZHIMEIKUA . ALFREDO ADM/ICA IR. ' . t JUL. MC. DIAL =AT'I$„1 7CiTh Potable Hot Water Expansion Tank Installation Instructions Model PLT -35 Water Supply Watts Backflow Preventer Figure 1 To System d Watts T&P Safety Relief Valve i f° Expansion Tank Water Heater m Watts Watts Pressure Shutoff Valve Reducing Valve Pressure — Temperature PLT -35 Order No. 0067373 Max. Pressure: 50psi (10.3 bar) Max. Temp: 200 °F (93°C) Tank Volume: 14.0 gal. (53 liters) Tank Acceptance: 5.6 gal. (21.2 liters) Air Pre -charge: 20psi (138 kPa) Connections Size: 1" (25mm) Diameter: 16.0" (406mm) Length: 21.7" (551 mm) Weight: 32 lbs. (15 kgs.) Acceptance Volume AIR SIDE PRE -PRESSURE psi kPa/bar WATER SIDE VOLUME 41'150 psi (gallons) PLT -35 20 138 kPa 40 276 kPa 60 413 kPa 80 551 kPa 10.7 9.2 7.6 6.1 PLT -35 IS -PLT -35 Certifed to ANSI/NSF 61 73°F/23°C) Q WARNING! Improper installation, adjustment, alteration, service or maintenance may cause property damage, serious bodily injury or death. Read instructions completely before proceeding with installation. Only qualified personnel should install or service this equipment in accordance with local codes and ordinances. This Expansion Tank is designed and intended for water storage at a maximum pressure of 150psi (10.3 bar) and a maximum tempera- ture of 200°F. (93°C) Any use other than for potable water or at a sustained or instantaneous pressure in excess of 150psi or 200°F is UNSAFE and may cause property damage, serious bodily injury or result in death. Do not exceed 80psi (5.5 bar) air charge. Air charge pressures exceeding 80psi (5.5 bar) could become hazardous and will void any and all warranties, either written or implied. Failure to follow these instructions may cause property damage, serious bodily injury or death. Disclaimer. The manufacturer of this tank does not accept any liability or other responsibility for personal injury or property damage resulting from improper use, installation or operation of this tank or the system of which it is a part. Notice: This Expansion Tank, like all Expansion Tanks, may eventually leak. Do not install without adequate drainage provisions where water flow will cause damage. WWATTS® Installation 1. Before beginning installation determine the system pressure. a. Open a faucet to allow the system pressure to equalize. b. Read the system pressure at the Pressure Gauge Figure 1). c. Close faucet. 2. The Expansion Tank Pre -Charge must be set to the system pressure as determined in Step 1. Note: The normal pre -charge is 20psi. Do not exceed 80 psi. If system pressure exceeds 80psi, it will be necessary to either: A. Add a pressure Reducing Valve to the system or, B. Locate the expansion tank in a riser where the static pressure is below 80psi. a. Unscrew the protective cap from the air inlet valve. b. Using a tire pressure gauge check the tank pre -charge pressure. c. If necessary, pressurize the tank to the proper setting us- ing a manual bicycle tire pump. Caution do not exceed 80psi. d. Replace the protective air cap. 3. Shut off the water supply valve. 4. Shut off power source to the hot water heater, (electricity, gas, oil burner switch), and drain system following water heater manufacturer recommendations. 5. Install the Expansion Tank in the System (refer to Figure 1). a. This Expansion Tank, as all Expansion Tanks, may even- tually leak. Do not install without adequate drainage provisions. Watts Backflow Preventer mco co 5 I Water ISupply I.—ti-4—r Watts Watts Pressure Shutoff Valve Reducing Valve Figure 1 Expansion Tank To System —.- Watts Water Heater Watts T&P Safety Relief Valve ni r m Important! A Pressure Relief Valve sized and installed in accordance with Local Codes must be incorporated in the system. In those systems requiring a combined Temperature and Pressure Safety Relief Valve, the Temperature and Pressure Safety Relief Valve should be sized and installed in accor- dance with Local Codes. Never plug a Safety Relief Valve. 6. Turn on the water supply valve. 7. Open a hot water fixture and allow water flow until all air is removed from the system. 8. Reapply power to the hot water heater. 9. Open a hot water fixture to allow a slight flow until the hot water has reached operating temperature. 10. Re -check system pressure following Step 1.a through c. Caution: Do not adjust the air pre -charge of the Expansion Tank with the system under pressure. The air pre -charge should only be adjusted under zero system pressure. If necessary adjust the Pressure Reducing Valve to the Expansion Tank Pre -charge as determined in Step 2. Air Inlet Valve Cap Note: Product information is subject to change without notice and supersedes all previous publications. CALIFORNIA PROPOSITION 65 WARNING WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. California law requires this warning to be given to customers in the State of California.) For more information: www.watts.com/prop65 Limited Warranty: Watts Regulator Co. (the "Company") warrants each product to be free from detects In material and workmanship under normal usage for a period of one year from the date of original shipment. In the event of such defects within the warranty period, the Company will, at its option, replace or recondition the product without charge. THE WARRANTY SET FORTH HEREIN IS GIVEN EXPRESSLY AND IS THE ONLY WARRANTY GIVEN BY THE COMPANY WITH RESPECT TO THE PRODUCT. THE COMPANY MAKES NO OTHER WARRANTIES, EXPRESS OR IMPLIED. THE COMPANY HEREBY SPECIFICALLY DISCLAIMS ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT UMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. The remedy described in the first paragraph of this warranty shall constitute the sole and exclusive remedy for breach of warranty, and the Company shall not be responsible for any incidental, specialorconsequentialdamages, including without limitation, lost profits or the cost of repairing or replacing other property which is damaged if this product does not work properly, other costs resultingfromlaborcharges, delays, vandalism, negligence, fouling caused by foreign material, damage from adverse water conditions, chemical, orany other circumstances overwhich the Company has no control. This warranty shall be invalidated by any abuse, misuse, misapplication, improper installation or improper maintenance or ateration of the product. Some States do not allow limitations on how long an implied warranty lasts, and some States do not allow the exclusion or limitation of incidental or consequential damages. Therefore the above limitations may not apply to you. This Limited Warranty gives you specific legal rights, and you may have other rights that vary from State to State. You should consult applicable state laws to determine your rights. SO FAR AS IS CONSISTENT WITH APPLICABLE STATE LAW, ANY IMPLIED WARRANTIES THAT MAY NOT BE DISCLAIMED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE UMITED IN DURATION TO ONE YEAR FROM THE DATE OF ORIGINAL SHIPMENT. VIOWATTS M9001-2000 CERTIFIED A Watts Water Technologies Company USA: 815 Chestnut St., No. Andover, MA 01845-6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca IS -PLT -35 0932 EDP#2915055 © 2009 Watts 1 RESOLUTION NO. 2011-05 2 3 4 5 6 7 8 9 10 11 WHEREAS, the City Commission, as the governing body of the City of Parkland, 12 Florida, pursuant to the authority in Chapter 163 and Chapter 166, Florida Statutes, and the 13 .Code of Ordinance is authorized and empowered to consider petitions related to zoning and 14 land development orders; and 15 16 WHEREAS, the notice and hearing requirements as provided in the Code of 17 Ordinances have been satisfied; and 18 19 WHEREAS, the parcel possesses a Future Land Use Designation of Residential 2.5 20 CR -2.5#) and Residential 3 (°R-3") with a zoning designation of Planned Residential 21 Development ("PRD"); and 22 23 WHEREAS, the Code of Ordinance requires City Commission approval of elevations 24 to avoid similar homes built adjacent to each other; and 25 26 WHEREAS, the petitioner has provided four (4) Collections with each Collection 27 having various models and elevations, six (6) exterior colors and twelve (12) exterior color 28 series for the Parkland Golf and Country Club project; and 29 30 WHEREAS, the City Commission has considered the evidence and testimony 31 presented by the Petitioner and other interested parties and the recommendations of the • 32 various City of Parkland review agencies and staff; and 33 34 WHEREAS, the Planning and Zoning Board on January 13, 2011 voted to 35 recommend approval of the petition by a 7-0 vote; and 36 37 NOW, THEREFORE, BE [T RESOLVED BY.THE CITY COMMISSION OF THE CITY OF 38 PARKLAND, FLORIDA that 39 40 SECTION 1. The Community Appearance Board petition of Parkland Golf and Country 41 Club is hereby APPROVED, subject to the conditions of approval contained herein, which are 42 in addition to the general requirements otherwise provided by ordinance: 43 44 I. This approval is based upon the Toll Brothers plans stamped dated 45 February 22, 2011 by the Planning & Zoning Department. A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF PARKLAND, FLORIDA, FOR ANTI -MONOTONY APPROVAL FOR PARKLAND GOLF AND COUNTRY CLUB SINGLE FAMILY RESIDENTIAL DWELLING UNIT ELEVATIONS, CASE NUMBER 09 -CAB -10, LOCATED WITHIN THE PARKLAND GOLF AND COUNTRY CLUB RESIDENTIAL COMMUNITY. Resolution Number 2011-05 Page 1 of 3 1 2. All conditions and approvals of the Parkland Golf and Country Club project 2 not specifically amended by this application are still in effect and shall 3 govern the development. 4 3. A site plan shall be required for all landscape buffers, free standing signs, 5 utility structures, and entry features. 6 4. No houses within Parkland Golf and Country Club shall be alike in elevation 7 of colors used in accordance with Section 13-100 of the City of Parkland 8 Code of Ordinances. 9 5. Nothing contained herein shall be deerried to grant the applicant any rights 10 to construct any units without compliance with all other requirements 11 contained in any rezoning or plat approval and in no case shall this 12 approval vest the applicant any rights to density over and above that 13 provided for in the plat and rezoning ordinance or obligate the City to 14 approve any site plan or other development permit application of any kind. 15 This approval relates solely and exclusively to a determination of 16 monotony under the Cites anti -monotony regulations and grants no other 17 rights or entitlements of any kind to the applicant. 18 6. The following shall be provided, at a minimum, as part of the Parkland Golf 19 and Country Club project 20 i. Engineered woad products such as plywood and trusses shall be 21 utilized in the construction of new houses. 22 ii. Energy efficient heating and air conditioning units shall be provided with 23 all new units. AEI air conditioning units provided will have a minimum 13 24 SEER (seasonal energy efficiency ratio) rating and shall utilize Puron 25 Refrigerant. 26 di_ All HVAC systems provided with the new houses shall be fitted with 27 programmable thermostats. 28 iv. Central HVAC systems provided with new houses shall have mastic 29 sealed ductwork, 30 v. House wrap shall be utilized on any frame -wood exterior components of 31 new houses. 32 vi. Al[ appliances provided in the new homes shall be Energy Star or 33 better. 34 vii. All shower heads, faucets and toilets installed in the new homes shall 35 be low -flow. 36 viii. Carpeting made with N-6 nylon fiber, a fully recyclable, earth -friendly 37 product shall be offered to new homeowners. 38 ix. All prototypical landscape plans shall exceed Code requirement that 39 25% of the landscape materials shall be native species. The 40 prototypical landscape plans shall provide 100% native shade, accent 41 and street trees and shrubs and provide 100% drought tolerant shade, 42 accent and street trees and shrubs and provide 100% drought tolerant 43 shade, accent and street frees and shrubs which have low to medium 44 water needs. To further conserve water, the prototypical landscape 45 plans shall expand the mulch beds and reduce the areas covered with 46 high water demand sod. The prototypical landscape plans shall place 47 the landscaping close to the houses providing optimal shading patterns 48 on the walls, windows, and the immediately adjacent ground which Resolution Number 2Q11-05 Page 2 uf 3 1 limits heat transfer into the house. Landscaping is to be used to shade 2 the air conditioning units and the area around it. 3 x. Single pane impact glass shall be provided for new houses. 4 xi. Low volatile organic compound (VOC) paints shall be utilized for interior 5 walls of new homes. 6 xii. The interior lighting of new homes shall be fitted with Compact 7 Florescent Light Bulbs (CFL's), as determined by the City of Parkland. 8 xiii. All new signage at Parkland Golf and Country Club, if equipped with 9 lighting, shall be fitted with solar powered lighting with the exception of 10 entry wail subdivision signs for development pads. 11 xiv. Concrete wash out areas shall be provided during construction to 12 ensure proper disposal of concrete. 13 xv. Reclaimed water (Le. purple pipes) shall be utilized for irrigation 14 purposes unless NSiD states in writing that it does not intend to provide 15 reclaimed water to the pods impacted by this approval. 16 xvi. All new heated pools or spas shall be heated by non -electrical means 17 (i.e. solar, gas or geothermal). 18 xvii. Ceiling insulation utilized in the construction of the new homes shall 19 have a thermal resistance rating (r -value) of R-38. 20 xviii. All exterior residential lights installed with new homes shall be LED 21 energy efficient and not incandescent. 22 xix. Roof overhangs on homes within Parkland Golf and Country Club shall 23 be a minimum of sixteen (16) inches. 24 25 26 27 29 30 31 32 33 34 35 36 37 ATTEST: 664,' 38 39 - .- 7. A maximum of three homes of the Villa Garcia Model, Ambassador Collection shall be constructed on Lot 86 through Lot 95 of Block D (Pod 17) of Replat #2 recorded in Plat Book 174, Page 137 -161. SECTION 2. This Resolution shall become effective immediately upon adoption. PASSED AND ADOPTED this 2 day of mzumb, 201t f f k>7FAPARt LAND 40 41 CiTY CLERK 42 43 SANDRA COU770, CMC 44 Reslution Number 2011-05 Page 3 of 3 W(ICHA.EV UDi NE, MAYOR r. 1 CITY OF PARKLAND 6600 UNIVERSITY DRIVE PARKLAND, FLORIDA 33067 BUILDING DEPARTMENT PERMIT #: 2012020266 PERMIT TYPE: LS JOB DESCRIPTION: COC JOB ADDRESS: 8133 BRADFORD WAY JOB VALUE: PERMIT LANDSCAPING Confirm. #:524 MASTER #: 2011120190 ISSUED DATE: 02/29/2012 BY: ADM13 BLOCK: D LOT: 30 SUBDIVISION #: 1098-PGCC2*CDE ADDR NBR: 13386 OWNER NAME: TOLL PARKLAND GSC LLC APPLICANT: ALEXANDRE P DECHABERT DBA: TOLL ORLANDO LIMITED PARTNERSHIP TYPE: CONTRACT JOB PHONE: (561)637-8890 CERT NBR: 7474 Permit holder acknowledges through acceptance of this permit that seperate permits must be obtained as required by Florida Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Building Code. NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the records of this jurisdiction, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s:553.79(10),F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135,F.S. F.B.C. 304.3 Permit expires within six(6) months of issue date or three(3) months of last inspection date. Building Official or Authorized Signature Date For Inspection, Call (954) 757-4107 CDPR2020 CDPR11.20 - Permit Payment Slip CITY OF PARKLAND Permit Payment Slip PAYMENT SLIP NBR: PT -2012020266 PERMIT NBR TYPE STATUS MASTER NBR 2012020266 LS APPLY 2011120190 JOB DESCRIPTION JOB PHONE COC (561)637-8890 JOB ADDRESS 8133 BRADFORD WAY LOTS BLOCK SUBDIVISION PGCC2 * CDE APPLICANT CN ALEXANDRE P DECHABERT CERT NBR DBA 7474 TOLL ORLANDO LIMITEII--PARTNERSHIP- OWNER INFORMATION TOLL PARKLAND GSC LLC 250 GIBRALTAR RD HORSHAM PA 19055 - FEE CODE DESCRIPTION USER CHG01 CHANGE OF CONTRACTOR ADM13 THIS IS NOT A RECEIPT AMOUNT DUE 90.00 TOTAL DUE $90.00 City of Parkland Printed on: 2/27/2012 2:09:20PM CD -Plus for Windows 95/98/NT Page 1 of 1 Printed By: ADM13 City of Parkland, Florida BUILDING PERMIT APPLICATION www.cityofparkland.org Contact Person: Adam Rule Phone #: 954-905-1350 E-mail: arule@tollbrothersinc.com ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135: MASTER PERMIT NUMBER 1 aO 11 a b Q o r CONTRACTOR 1 Toll Orlando Limited Partnership CONTRACTORSSTREETADDRESS 951 Broken Sound Parkway, Suite #180 CITY .. Boca Raton STATE FL ZIP PHONE 33487 561-999-1877 PROPERTY OWNER'S NAME Toll Parkland, LLC STREETOWNER' S j 250 Gibraltar RoadSTA CITY Horsham STATE ZIP ' PHONE # ' '` DATE ESTIMATED COST 1 NAM• EEER' sjSpecialty Engineering ENGINEER'SI 561-752-5440PHONE# 9 ADDRE• ESS st 1599 SW 30th Avenue, Suite 20 SITE ADDRESS PA 19055 / 813'1 13raa ord Wax/ ARCHITECTS NAME 11-011 Architecture SUBDIVISION PHONE CTS IA 215-938-8000 Boynton Beach FL 33426 BLOCK D WORK DESCRIPTION Parkland Golf & Country Club J ARCHITECT' Commerce Park Drive, Suite 100 Change of Landscape Contractor CID' Orlando MORTGAGE COMPANY'S NAME MORTGAGE COMPANY'S PHONE # MORTGAGE COMPANY'S 1ADDRESS J Cm S7ATF P r.. Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet the standards of all laws regulating construction in the City of Parkland, Florida. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS, ROOFING, SHUTTERS, ETC. BONDING COMPANY'S NAME N/A BONDING COMPANY'S PHONE* BONDING COMPANY'S' ADDRESS " WARNING TO OWNER: YOUR FAILURE TO RECORDA NOTICE OF COMMENCMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Alexandre P. de Chabert FLORIDA STA ERTIFICATION/REGISTRATION # BROWARD COU CENTRAL EXAMINATIONBOARD CERT. OF COMPETENCY • CGC1 71 9 OFSIGNATUR-OF.0 LIFIER, SIGNATURE OWN: R/BUILDER X X 1%...._1. r On this day of February 2012 before me, the undersigned Notary Public of theState of Florida, personallyappeared Alexandre P. de Cha and whosename is subscribed to and within the Instrument, and he/she acknowledges that he/she executed it. Witness my hand g,,,,,.o,.r..,....,.+,.. TARP Julie Be and official seal. Mkt 4;...... •,,, JULIEBECIfTEL BUC, STATE OF FLORIDA +6 ' 1 q, icy ,.: MY COMMISSION # EE 120097 htel NOTARY PUBLIC t.n'':, E EXPIRES: August 8, 2015 SEAL OF OFFICE: * •. Bonded Thru Notary Public UnderwritersPRINTEDNEOFNOTARYPUBLICL fi Vi`' 1" i•3..ir, OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. XGNATUREO ER' On this Alexandre P. de Chabert day of February TARY PUB41C, STATE OF FLORIDA Julie Bedhtel 20 12 , before me, the undersigned Notary Public of the State of Florida, personally appeared and whosename Is subscribed to and within theInstrument, and he/she acknowledges that he/she executed it. Witness my hand and official seal. IE OF NOTARY PUBLIC Ia Personally known to me, or Produced identification i] Oath taken a Oath not taken NOTARY PUBLIC SEAL OF OFFICE: jpY ,P: JULIE BECtr.! A MY COMMISSION EE 120097 EXPIRES: August 8, 2015 Bonded Tluu Notary Public Undefwfiters J Application Approved By Permit Officer Date REV. 07/07 City of Parkland Building Division CHANGE OF CONTRACTOR In accordance with Florida Building Code, Broward County Administrative Provisions, Section 104.9.4.4 Permit Number Owner Name Jobsite Address 9s.o11I0 Effective Date 2 • 22.12. o_ PAgKLAi4D LLL t$. L3 a rad.ora Wog.) Name of Original General OR Sub -Contractor `TOLL L..Af4D5GAPI-. Name of New General OR Sub -Contractor Reason for Change OR L AIJPO Ltmrre0 1:)A2' $4 R5t-tlP P Parkland License Number 324 - Z4 O jobb License Number C4G 1511 t 29 ON 0 PAti y The undersigned agrees to indemnify, hold harmless, and defend the City of Parkland, its agents and employees, from and against any cause arising out of this change of contractor through the act, error, omission or negligent act of the undersigned, or his agents or employees, or through any act, error, omission or negligent act for which the City of Parkland or its agents or employees are alleged to be liable. Change of General Contractor OR Change of Sub -Contractor Signature of both Owner & Qualifier requiredSignatureofOwnerrequired Property Owner Property Owner Print Name Signature Signature P nt Name Abe f21 General Contra Signature The foregoing instrument was acknowledged before me this -23 day of 1 D , 2p by Owner: 41:1CC jllnt+i1-(Name ofPerson Acknowledging) who is personally known to me, or who has produced Notary Public Signature. My Commission Exp. f ID) as .denti on and who did / did not take an oath. iw1Y' Y'. ,JULIEBECHTEL EXPIRES: Au4MYCOMMISSIONS EE 120097 st 8, 2015 RF; ; Thru Notary PPuublic Underwriters The foregoing instrument was acknowledged beforef me this r clay of , 20 (Q- P•.l _.l QG( t'(Name ofPerson Acknowledging) who is personally known to me, on and who did / did not take an oath. by Contractor: or who has produced Notary Public Signa My Commission E Rev. 12/08 l ID) as identific, 01" r,, •` y. JULIE BECHTEL MY COMMISSION # EE 12009 4 EXPIRES: August 8, 2015 i.gr Ilio ' Bonded Thru Notary Public Underwiters 1 Toll 'Brothers America's Luxury Home Builder® February 21, 2012 Kelly Marcial 878 Pennell Road Imlay City, Michigan 48444 Dear Mr. Marcial: Please find this letter as formal notice that Toll Brothers, Inc. and Toll FL V LLC are releasing you from responsibility for the following permits within the City of Parkland: ddress Permit Number vv 29/G 10025 Bay Leaf Court 2011050043 9/E 10343 Emerson Street 2011050220 31/E 10330 Cameilla Street 2011050271 30/D 8132 Bradford Way 2011120190 36/1 6823 Lost Garden Terrace 2011060122 14/G 9920 Bay Leaf Court 2011090408 8/G 9850 Bay Leaf Court 2011070063 39/I 6883 Lost Garden Terrace 2011090268 34/I 6806 Lost Garden Terrace 2011120138 40/1 6933 Lost Garden Terrace 2012010121 42/1 6963 Lost Garden Terrace 2011110278 33/G 9985 Bay Leaf Court 2012010197 41/1 6943 Lost Garden Terrace 2012020091 21/E 10360 Candleberry Street 2011060110 21/D 10125 Emerson Street 2011070033 22/D 10135 Emerson Street 2011070045 20/D 10152 Emerson Street 2011110063 27/D 10185 Emerson Street 2011100247 32/D 8152 Bradford Way 2012010044 50/D 10090 Cameilla Street 2011080098 49/D 10070 Cameilla Street 2011120155 28/E 10270 Cameilla Street 2011120115 41/D 10210 Cameilla Street 2012010030 Effective immediately, you have no responsibility for permits/lots which have not been issued a Certificate of Occupancy. Should you have any questions, please do not hesitate to contact me at 954.905.1350. Sincerely, A lam' " Bill Schmidt Assistant Vice President Toll Brothers, Inc. New York Stock Exchange • Symbol TOL Parkland Golf & Country Club 9425 Old Club Road, Parkland, FL 33076 • (954) 905-1350 • Fax (954) 755-7910 parklandtollbrothers. com Proof of Delivery Close Window Dear Customer, This notice serves as proof of delivery for the shipment listed below. Tracking Number: 1Z0X74X1NT97404724 Service: UPS Next Day Aire Shipped/Billed On: 02/21/2012 Delivered On: 02/22/2012 11:25 A.M. Delivered To: IMLAY CITY, MI, US Left At: Side Door Thank you for giving us this opportunity to serve you. Sincerely, UPS Tracking results provided by UPS: 02/22/2012 11:55 A.M. ET Print This Page - Close Window Page 1 of 1 2/22/2012 Julie Bechtel From: Sent: To: Subject: UPS Quantum View <auto-notify@ups.com> Wednesday, February 22, 2012 11:52 AM Julie Bechtel UPS Delivery Notification, Tracking Number 1Z0X74X1NT97404724 co erg more:abou WWW411 a s,com 11p;Fo .h4d tloalr Reads Compass Onhne` Do not reply to this e-mail. UPS and Toll Bros - Paridand Const. will not receive your reply. At the request of Toll Bros - Parkland Const., this notice is to confirm that the following shipment has been delivered. Important Delivery Information Tracking Number: 1Z0X74X1NT97404724 Delivery Date / Time: 22 -February -2012 / 11:25 AM Driver Release Location: SIDE DOOR Shipment Detail Ship To: Kelly Marcial 878 PENNELL RD IMLAY CITY MI 48444 US Number of Packages: 1 UPS Service: NEXT DAY AIR Shipment Type: Letter Reference Number 1: Permit Responsibility Release 1 Select an Inspection To Request Page 1 of 2 Request an Inspection Permit Information: Permit Number 2011120190 Permit Type BR - BUILDING RESIDENTIAL Select the inspection to be requested. r 226 - TEMP SERVICE ON HOUSE Priority: 0 0 179 - DRIVEWAY SUBGRADE DENSITY Priority: 0 Q 260 - 30 DAY FOR TESTING . Priority: 0 3 234 - SLAB ELECTRIC i11.. ,- Priority: 2A4. 0.23 0 235 - SERVICE GROUND Priority: 2 0 350 - CONDENSATE LINE egs,) t -}-o " (o' t...A (Loss\ DJCTSPriority: 2 G 115 - SLAB -STRUCTURAL Priority: 3 0 125 - TIE -BEAM / BOND BEAM Priority: 5 0 134 - RF SHEATHING - ROOF Priority: 6 0 135 - WL SHEATHING - WALL Priority: 6 G 137 - TRUSS Priority: 6 G 138 - BUCK, WINDOW/DOOR Priority: 6 Q 238 - ELECTRIC ROUGH Priority: 6 0 241 - ALARM ROUGH Priority: 6 r 242 - TV ROUGH Priority: 6 G 243 - TELEPHONE ROUGH Priority: 6 r 244 - INTERCOM ROUGH Priority: 6 0 245 - SPEAKER ROUGH Priority: 6 0 246 - VACCUUM ROUGH Priority: 6 G 351 - ROUGH DUCTS Priority: 6 r 423 - TOP OUT !lam Priority: 6 r 424 - TOP OUT LESS TUB Priority: 6 0 425 - TUB kt fl,J A.c. 5e'LTcza Priority: 6 G 136 - TIN CAP Priority: 7 0 149 - HOT MOP/CAP SHEET IN PROGRESS Priority: 8 0 139 - WIRE LATH Priority: 9 0 140 - FRAMING Priority: 9 r 142 - WINDOW/DOOR ATTACHMENT Priority: 9 http://www.cdplusonline.com/community/parkland/inspSelectRequest;jsessionid=Ogdagbld32 2/8/2012 Select an Inspection To Request 4 Page 2 of 2 r 141 —INSULATION Priority: 10 r 147 - DRYWALL SCREW Priority: 11 r 165 - TILE IN PROGRESS - Priority: 11 G 380 - MECHANICAL FINAL Priority: 12 0 600 - ZONING INSPECTION Priority: 12 r 708 - BALCONY RAIL / GRILLE Priority: 12 G 900 - UTILITIESAVSLCISCSIZC Priority: 12 o 441 - IRRIGATION - ROUGH Priority: 12 r 455 - IRRIGATION - FINAL Priority: 12 0 457 - WELL COLLAR -. ZL Priority: 12 O 458 - FINAL WELL Xl Priority: 12 r 480 - FINAL PB W/BF Priority: 12 r 167 - ROOF FINAL Priority: 12 0 172 - HURRICANE PANELS (SHUTTERS) Priority: 12 r 174 - PATIO SLAB Priority: 12 G 177 - DRIVEWAY STEEL/PAVERS Priority: 12 0 280 - ELECTRIC FINAL Priority: 12 0 251 - ALARM FINAL Priority: 12 r 252 - TV FINAL Priority: 12 G 253 - TELEPHONE FINAL Priority: 12 G 254 - INTERCOM FINAL Priority: 12 0 255 - SPEAKER FINAL Priority: 12 0 256 - VACCUUM FINALPriority: 12 r 503 - LANDSCAPING Priority: 13 0 504 - ENGINEERING DRAINAGE - SFR Priority: 13 0 999 - FINAL INSPECTION Priority: 14 Back To Menu -',. Request Inspection 1 Copyright © 2007 Perconti Data Systems, Inc. All Rights Reserved. http://www.cdplusonline.com/community/parkland/inspSelectRequest;jsessionid=0gdagb1d32 2/8/2012 SPECIALTY ENGINEERING CONSULTANTS, Inc. THRESHOLD/SPECIAL INSPECTION REPORT PROJECT: p. r - CLIENT: - It 6 /1t 1i CONTRACTOR: le Dade • Broward • Palm Beach DAY: DATE: 1CA C PERMIT No. 6 / / / 230 C INSPECTION TYPE:. TRACKING #: PROJECT LOCATION: r1 PERFORMED BY: M MBERS / AREAS INSPECTED: DISPOSITION / RESULTS: GENERAL NOTES: r`73 70, D Respectfully submitted, DISTRIBUTION COPY: Speciality Engineering Consultants, Inc. D. Mark LeBlanc, PE Partner State of Florida: Registered Professional Engineer: #0035683 Registered Special Inspector: #1177 Form001 ThresholdSpecialinspec GG 01/04 1599 S.W. 30th Avenue, Suite #20 • Boynton Beach, FL 33426 • Office: 561-7.52-5440 • Fax: 561-752-5542 March 6, 2012 Mr. Randy Muchmore Toll Brothers 9425 Old Club Road Parkland, FL 33076 SPECIALTY ENGINEERING CONSULTANTS, Inc. DADE - BROWARD - PALM BEACH RE: LOT 30/D, TERRANA MODEL, PGCC, PARKLAND, FL STRUCTURAL REVIEW Dear Mr. Muchmore: Pursuant to your request we have reviewed the front entry framing particularly where the steel columns are placed. Our plans originally indicated that the steel column came up to an elevation of 8'-0" which was the lowest point of the concrete beams at the front covered entry. The shell contractor extended the columns up to an elevation of approximately 11'-4". We do not take exception with this so long as continuity of the steel reinforcing is maintained from the side beams up and around the cross beam of the entry. We hope that you find this information helpful and should you have any questions please feel free to call on us. Respectfully submitted, Specialty Eineerinonsultants, Inc. Gary McDougle, PE, Vice President of Engineering State of Florida: Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 1599 SW 30t Avenue, Suite 20 - Boynton Beach, FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542 1. Gary McDougie, PE Specialty Engineering Consultant, inc. 1599 SW 30th Ave., Suite 20 Boynton Beach, FL 33428 581) 752-5440 FL PE4 056214 FL CAtt 009217 If 2 DURADEK OR DURADEK ULTRA TILEDEK WATERPROOFING SYSTEM. EL: 1C-11" B.O.B. EL: Er -8" 1/4 2x12 PT LEDGER SECURED WIY.,,c, Rx_031/ 218s" iT2A„ PCOO/NcS. 2 \k, 8x11 CONC. BEAM W/ (2) #5's TOP&BTM. 4) #3 HOOPS @ 4" 0/C, E.E. PITCH DECK 1/4"/FT EL: 1V-4" 2x6, PT, NAILER, FASTENED TO CMU 4" 0 x 4" TAPCONS, 12"• 0/C, STAGGERED. FLOOR SHEATHING NAILED 4" 0/C W/ 8d COMMON NAILS a • 2x12 PT JOISTS 0 24 0/C. SECURED WZ SIMPSON HUS210. 6 TO 7"" TRICK CONC. PLATE 4's 9 12" 0/C, BTM AND #4's @ 12" 0/C TEMP. 1.r.",••••"\r",..•—••••••-,••-V-\•••••,...•-•\...... 8x27 CONC. BEAM (3 SIDES) W/ (2) #5's TOP 2) #5's MID 2) #5's BTM. 3 HOOPS © 24" 0/C, FOR POSITION REAR BALCONY SECTION SCALE: 3/4" = 4! EL: 8'-0" Z. EL: .10.-0" TYPICAL FLOOR TRUSS, 4x2, 16" DEEP. SUBMIT -SHOP DRAWINGS FOR REVIEW AND APPROVAL. CDPR1120 - Permit Payment Slip CITY OF PARKLAND Permit Payment Slip PAYMENT SLIP NBR: PT -2011120190 PERMIT NBR 2011120190 JOB DESCRIPTION SINGLE FAMILY JOB ADDRESS 8133 BRADFORD LOT APPLICANT CN ALEXANDRE P CERT NBR 7474 TYPE BR STATUS INSPECT JOB PHONE RESIDENCE / POOL # (561)637-8890 WAY BLOCK DECHABERT SUBDIVISION PGCC2*CDE DBA TOLL ORLANW_LIMITED_PARTNERSHIPJ OWNER INFORMATION TOLL PARKLAND GSC LLC 250 GIBRALTAR RD HORSHAM PA 19055 - FEE CODE DESCRIPTION CHG02 CHANGE OF PLAN ST USER ADM13 THIS IS NOT A RECEIPT MASTER NBR 2011120190 TOTAL DUE AMOUNT DUE 90.00 90.00 City of Parkland Printed on: 3/23/2012 2:18:07PM CD -Plus for Windows 95/98/NT Page 1 of 1 Printed By: ADM13 City of Parkland, Florida BUILDING PERMIT APPLICATION www.cityofparkland.org Contact Person: Adam Rule Phone #: 954-905-1350 E-mail: arule@tollbrothersinc.com ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135: CONTRACTOR n°: Toll Orlando Limited Partnership CONTRACTOR'SD 951 Broken Sound Parkway, Suite #180 CITY - STATE , ZIP PHONE # ' Boca Raton FL 33487 561-999-1877 OPRGPERTY NAME Toll Parkland, LLC owsTREErAeRDA DREss 250 Gibraltar Road CRY : . STATE ZIP . PHONE* .;„ e • Horsham PA 19055 215-938-8000 ADDRESS` S 133 +r -o . ek LOT.'-'.. BLOCK ; ` ,.,. d . ® SUBDIVISION ;;, 1 11.• WORK;DESCRIPTION"New Construction - Single Family W niton) I bCOr- 6.111'5i OIL-( evLu_s aiO3 MASTER :PERMIT :NUMBER DATE 7ollU2c) o 10-311,D. ES11MATED COST. NNAMEEEt Specialty Engineering ENGINEERSf PHONE* 561-752-5440 ENGIN' E 5 1599 SW 30th Avenue, Suite 20 Boynton Beach FL 33426 ARCM -Mrs Permit # Lot30 Block _6 Sub Date3 /d..5 20 a Change -of -Plan Cover Sheet Note: In order for the Building Division to process plan changes promptly, the individual who submits the changes should make a sincere effort to provide the following information accurately. 1. I have reviewed the Permit Application form, and copied the Work Description line here, as the complete Change -of -Plan Description: 2. I have verified that changes to plans have been clouded & dated by the A/E of Record. 3. I have verified that this change -of -plan affects the following approved inspections, which • will need to be re -called: 4. I am aware that ifthis submittal is not complete, the Building Division may return it without review, and takes no responsibility for associated delays. ACKNO Name: A/ Review require s e y: O Structural S, Plan Sheet #s: 1 Rev. 2/10 ave read the above statements: Contact Phone Number: 36,/ • c/4T -093.3 O Permit Application Signed by Qualifier & Property Owner O Electric Plan Sheet #s: O Permit Application Signed by Qualifier & Property Owner O Plumbing / Gas O Plan Sheet #s: O Permit Application Signed by Qualifier & Property Owner O Mechanical O Plan Sheet #s: Permit Application Signed by Qualifier & Property Owner O Zoning O Plan Sheet #s: O Permit Application Signed by Qualifier & Property Owner O Engineering O Plan Sheet #s: Permit Application Signed by Qualifier & Property Owner O Landscaping Plan Sheet #s: O Permit Application Signed by Qualifier & Property Owner City_ Of Parkland Building Division Window /Door ,Product Approval Schedule Job Info Name: Toll Brothers Permit # Address: Lot Block 30 D Subdivision PARKLAND GOLF & COUNTRY CLUB Window / Door I.D. # Rough Opening Size W x H) Windows and Doors;- Mullion Bars Product Approval NOA # Overall Maximum Tested Size From NOA W x H) Design Pressure per Product Approval Structural Site Specific Design Pressure Zone Int = 4 Ext = 5 Shutter Required Anchor Type Required Anchor Spacing Edge & On Center psf psf psf psf Yes / No Header Sides Sill Horizontal Vertical NOA # Span in Inches A3 25 X 60 10-0504.05 32 SQ Fr 80 80 48 64.2 5 NO 1/4" TAPCON 2 6 2 A2 25 X 60 10-0504.05 32 SQ FT 80 80 48 52 4 NO 1/4" TAPCON 2 6 2 Al 25 X 60 10-0504.05 32 SQ FT 80 80 48 52 4 NO 1/4" TAPCON 2 6 2 i .1 Approval by A/E ofRecord Toll Brothers Lot # 30D PGCC MIAMI -UDE COUNTY 03 Openings: J4, J2, -J3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 372-6339 www.miamidade.gov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Fixed Window — G.M.I. APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building