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HomeMy WebLinkAboutBLDG1406-0144-ApplicationContact Person: Timothy celesti City of Parkland Building Permit Application Phone #: 9549175092 E-mail: tcshutter@yahoo.com ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO F.S. 713.135 Company Name T.C. Shutter Systems Inc. Business Address 1862 NW 54 Avenue City State Zip Phone # Master Permit Number / C2,y 10, CI Date 7 (t to l 1 Li Construction Value $ 2,242.00 Margate FI 33063 9 'Engineer's Name N/A Property Owner's Name Scott and Nicole Ofstein 'Engineer's License # Owner's Street Address 9536 NW 67 Place Phone # City State Zip Phone # Architect's Name N/A Parkland FI 33076 9f Architect's License # Job Site Address 9536 NW 67 Place Lot 31 Block G 'Phone # Work Description: Installation of Impact resistant windows on 2 openings measuring 72" x 20" and 72" x 20". 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 Notification E-mail: tcshutter@yahoo.com Print Name of Qualifier/Builder: Timothy Celesti License number: CGC1510930 Signature of Qualifier: On this Z t- day of , 20 / y", before me, the. u elegigned No�ry Public off he State of,Florida, personally appeared /2//f.% l (_�/f_:� and whose name is subscribed to and within Property Owner Notification E-mail: scott@ofsteinreality.com Print Name of Property Owner: Scott Ofstein Owner's Address: 9536 NW 67 Place Signature of Property 0 er On this d4) •.y of f(J/-'( ; 20_%'_ , before me, the undersigned Notary Publi • of the State of Florida, personally appeared Sl'&. 77 / TS Te ;A.! and whose name is subscribed to and within the the ins nd he/she acknowled: s that he/she executed it. instrumen GEM HONEYGHON 411/0 NOT IC, STATE OF FL 1 4 j * ES: aivr, Pl NOTARY Pti6iic,S'A E OF FLORIDA EXPIRES: January 28, 2018 44.06.c, cfR Banded Thru Budget Notary Services e/she acknowledges tha PRINTED NAME OF NOTARY PUBLIC *Personally known to me ❑ Produced identification .,Oath taken NOTARY PUBLIC SEAL OF OFFICE: Application Approved By: Permit Officer O Oath not taken PRINTED NAME OF NOTARY PUBLIC ❑ Personally known to me Oath taken NOTARY PUBLIC SEAL OF OFFICE: Date: e/she executed it. GEM HONEYGHON SION t FF 074826 EXPIRES:January 28, 2016 Bonded Thru Budget Notary ten ices -Produced identification ❑ Oath not taken OFSTEIN 1406-0144 Michael Guerasio NOA submitted will not work for the windows being changed out. This NOA is only for Engineered glazing with legs of equal length and not Architectural glazing which will be you're arched window. please contact PGT for clarification. PARKLAN D WINDOW/DOOR REPLACEMENT Permit #: 463 y Contractor: 77c. Submittal rate: Lot: / Bk r: ; Subdivision:'. v,"'A ) Project / Model T pe: � , r�� r�a�i�s (.2) Zoning ' Structura' • MechanicaK Plumbing j Landscaping / Electrical Fire Engineer. Product Truss Approvals Plans 8 13 934 9 9 : 6 12 i'. \'. ,‘‘ . • ,. * lci\I N s.\:•:-. K; -5, \,. •-- :-. , . .i N..\ 9ib•• 4 j.._ '' \7- 8 '"-' 172._ "x-20" -7,;2 ii X .2 o 4 .. :. ... . , . 13 : - i 6 6 8 10 :-..- .,.. :5 ..: • 14 't 4 34 r6 :43 12 37 11 - 10 10 21 27 21 Bor) 11-'' d) (4' 1.4}_s A re- 71/ k -- 8 .• d tigov-e- SiAic --•"*\1/ z 72 k cita-c)v-v-k 11.1.9V -k Wt) Broward County Fenestration Voluntary Wind Load Chart* Per ASCE 7-10 Method 1, Part 1 and FBC 2010 for Retrofiting in Accordance with Formal Interpretation 46 For Detached One -and Two family dwellings and Multiple Single -Family Dwellings ( Townhouses) with Mean Roof Height 5 30 feet Wind 170 mph (3 -second gust) / Exposure C" / Kd = 0 85 / Kzt - 1.0 ' Using Allowable Stress Design methodology (P = 0.5w) / " Exposure shall be determined according to ASCE 7-10 Section 26.7.3 (Exposure Categories) Wind _ ,._ ___ .... - _ ..__._._. Effective Mean Roof Height of 15 feet j Mean Roof Height of 20 feet Mean Roof Height of 25 feet Mean Roof Height of 30 feet Location! 1- - -- Gable or HI Zone Zone Zone Zone Area . p•' 1 2 3 1 2 3 1 2 3 1 2 3 Roof (ftI) + - + + - + - + + - + - + - + - + - + - +- „- • 10 I Gable/Hip i 16.0 -37.8 16.0 63.4 16.0 -995.4 16.3 40.2 16.3 67.4 16.3 -101.4 17.1 -42.1 17.1 -70.6 17.1 -106.3 17.8 -43.7 17.8 -73.4 17.8 -110.4 20; Roof 16.0 -36 8 16.0 56.7 16.0 -79.1 16.0 39.1 16.0 -60.2 16.0 84.0 16.0 41.0 16.0 63.1 160 -88.0 16.7 42.6 16.7 -65.6 16.7 -91.5 50 0 <_ 7° 16.0 -35,6 16.0 -47.7 16.0 -57.4 16.0 -37.8 16.0 -50.7 16.0 -61.0 l 16.0 -39.6 16.0 -53.2 16.0 -63.9 16.0 -41.1 16.0 -55.2 16.0 -66.4 100 (0 to 1.5:12) 16.0 -34.6 16.0 -41.0 16.0 -41,0 16.0 -36.8 16.0 -43.6 16.0 -43.6 16.0 -38.5 16.0 45.7 16.0 -45.7 16.0 -40.0 16.0 -47.4 16.0 -47.4 10 Gable/Hip 21.8 -34.6 21.8 -60.2 21.8 -89.0 23,1 -36.8 23.1 -64.0 23.1 -94.6 24.3 -38.5 24.3 -67.1 24.3 -99.2 . 25.2 -40.0 25.2 69.7 25.2 -103.0r 20 Roof*" ; 19.9 -33.6 19.9 -55.4 19.9 -83.3 21.1 -35.7 21.1 -58.9 21.1 -88.5 22.1 -37.4 22.1 -61.7 22.1 -92,7 t 23,0 -38.9 23.0 -64.1 23.0 96.3 50 7° < 9 5 27° ; 17.3 -32.4 17.3 -49.0 17.3 -75.6 18.4 -34.4 18.4 -52.1 18.4 -80.3 19.3 -36.0 19.3 -54.6 19.3 -84.2 � 20.0 -37.4 20,0 -56.7 20.0 -87.5 100 (1.5to6:12) 1 16.0 31.4 16.0 -44.2 16,0 -69.8 15.3 -33.3 16.3 -47.0 16.3 74.2 17.1 -35.0 17.1 -49.2 17.1 -77.8: 17.8 -36.3 17.8 -51,1 17.8 -80.8 10 Gable Roof 34.6 -37 8 34.6 -44.2 34.6 -44.2 ' 36.8 -40.2 36.8 -47.0 36.8 -47.0 38.5 -42.1 38.5 -49.2 38.5 -49.2 ' 40.0 -43.7 40.0 51.1 40.0 -51.1 ' "- 27°<©<4S°, 33.6 -359 33.6 -42.3 33.6 -42.3 ' 35.7 -38.1 35.7 -44.9 35.7 -44,9 37.4 -39,9 37.4 47.1 37.4 47.1 38.9 -41,5 38.9 -48.9 38.9 48.9 (6 to 12:12) 132.4 -33 3 32.4 -39.7 32,4 -39.7 34.4 -35.4 34.4 -42.2 34.4 -42.2 36.0 -37.1 36.0 44.2 36.0 44.2 37.4 -38.6 37.4 -46.0 37.4 -46.0 L100 i 31,4 -31 4 31.4 -37.8 31.4 `` -37.8 ' 33.3 -33.3 33.3 -40.2 33.3 -40.2 35.0 35.0 35.0 42.1 35.0 42.1 36.3 -36.3 36.3 -43.7 36.3 For fti Roofm.,�__,.-�Q� f,a�.�-,�, a. ,. n �__ .� _.�. _-..,43./ n *+Y Roofs with anile > 7 degrees (1.5:12) and 5 25 degrees (5.5:12), Zone 3 shall be treated as Zone 2 (Figure 30.4 26, Note 7, p. 337) Mean Roof Height of 15 feet Mean Roof Height of 20 feet Mean Roof Height of 25 feet • Mean Roof Height of 30 feet Effective Wind Area Location 4 5 Zone `' 37.8 41.0)37 8 -50.6 '1.6".1"--7374r36.1 -47.2 SO Wall i 33.8 -37,0 33.8 -42.7 I 100 32.1 -35 3 32.1 -39.3 500 28.2 -31.4 28.2 -31.4 Garage Door Wind Loads for a Building with 30 -foot Mean Roof Height Exposure C Tables 1609 1(1) & (2), and Ser tion 1609.3:1_ Effective Wind Area Wind Load Roof Angle a. r- 2 Zone 4 5 40.2 43.6 40.2 53.8 38.3 -41.7 38.3 50.1 36.0 39.4 36.0 45,4 34.1 -37.5 34.1 -417 29.9 -33.3 29,9 -33 3 ells 1 4 Zone 5 + - + - 1 42.1 -45,7 42 1 56.4 li 40.2 -43.8 40 2 -52.6 37.7 41.3 37.7 -47.5 35,8 39.4 35.81 -43.8 39.4 -35.0 31.4] -35.01 Zone 4 5 + + - 43,7 -41.4 437 58.6 41.8 45.5 41 8 -54 6 39.2 -42.9 39.2 -49.4 37.2 -40.9 37.2 45.51 32.5 -36.3 32.5 36,3 1 4 51 h ? 1 5 Width Height 8 835.2 39.8 ' a-, -s i 0 0- 10 Gable Roof iltp Roof 10 '10 34,1 -38.2 -- degrees �. 14 14 32.3 -36.1 For Effective Wind Areas between those given, values may be interpolated. Otherwise use the value associated with the lower Effective Wrea ind A. 9 7 > 10 38.4 -43.4 Ind Zone (a) shall be the smaller of 10% of Least Ilor. Dist. or 40% of Mean Roof Height, but not less than 4% of Least Har. Dist, or 3 (t. 16 7 degrees 36.8 -41.0 Identify the zone per the figure or information by others. Any questionable Zone is to be considered the more critical lone. Design is based on the 3 -second ust twin( velocity) for Risk Categoiy ll (uncial residential & commercial construction) per MC 1620_2 6roward, !hese tables not for use with essential facilities or assembly occpancies. !Milo 2of2 h 1 MIAM MADE PKkIia 14 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, 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 and accepted by Miami -Dade County RER- 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. RER 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. DESCRIPTION: Series "PW 701/ 720/ 820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD -720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Renewal 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 tnanufacturer's name or logo, city, state, model/series, and following statement: "Miatni-Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Rooni 208 T (786) 315-2590 F (786) 315-2599 v, -w .miamidade.¢otteconorov MANMADE COUNTY APPROVED NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). �--- �Kr✓�-yr-`-_� Jaime D. Gasco), P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR --14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance Letter for Test Reports No.'s FTI -3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW - 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D. Gascon'.': E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 > 2 m m N0iC DpOON DXZO2y wuym. 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BOX 1529 OZ _ < � ® NOKOMIS, FL 34274 v Z N oZ Cz z rtt z _ Q : ,_ > 'm z : z CERT. OF AUTH. #29296 (941)-480-1600 1,1i FIXED WINDOW INSTALLATION GUIDELINES ISI 4/12/13 ✓ a. GENERAL NOTES & ELEVATION I�mIJ ROSOWSKI �ER; \\\\\ I� I PW -820 hI NTS PI 1 OF 10 90 MD -720-820.1 III VVI n Aaa t ^aa £ Aad w Cl H LONG SIDE 1 IzI voZ9-OZL-OIN to OL dO Z ImI SLN toI OZL-Md II)ISMOSO2I r I��I L S318V132lf1SS3LId NOIS30 18L/ZI./4 I° I SNI13OIfS NOILVTIVLSNI MOGNIM 03XId 009 L -08b-( 1.176) VLZtt' `SIWONON 6ZSL X08 '0•d SLZPE ld `3OIN3A N 3AI21G AOO1ONHO310L01. m m N 0) n 0o)) N NNN iY>rCm+n i�iame omo oo V'),m cO g m S. Ok. OOn� ;N CV OD ema)mm�m 0 0 0 0 0 0 0; u)mm \ ^�. -� 0O -•- x. =tq ETERMINE THE BUCK DIMENSION. Z21W- CW0 awe) � e�imo N em mgj vNi u�) �i u�i �iD�� � Y(AQ (u1) aD!S Uo4S OIm 0 0 N M m O QUO fJy ZUQ (WJ W J - ❑ 1- ❑wz W ZN mW¢ <00 10 00 0 ill c= a o .-/-,(11_Q.� - w s ^n o' J- - s '; ' r¢ 0•Z_zW z• Oti ._ Vii\ d •...... ..••''��i: /7/ -• 1/1,1111:1\0\ 12o N N N y p (7 Q PY W W K Z6 W "- p)Y ..' wQ z a5 IW- ,..—Lr �I O mK m - -I rZQ I ,•., co o �, _ 1-1— (• I I I I i l l V..-./ 1 2 Za ❑T BOP LL W GLASS TYPE 3 Om000 'O OP m o mm m)oo�m mom ?F. oS ua $888+'prom o 02°?'"? fi mo, 4 iomW ^ ro CO Oromrowmm CO . .mrorom*444n N4W O000000000:o m m p m m R °4 m.m v m m ^ 0 0 0 0 0 0 Om m m O .7$ g$$ m m e4ii7g SN?a a as gi u>ugi S2 8S3 ETERMINE THE BUCK DIMENSION. TABLE 4: N F N Window Design Pressure (+)-, psf) for Glass Types 2 & 4 Long Side (in) 87-118 /2 76 80 84 --- 88 92 I 96 100 104 109.112 112 116 120 I 124 128 30 H-80 .1-80 ./-80 _ +180 +180 +J 80 +1-60 .1-80 ./-80 +1-80 .1-90 H-80 +/-80 H-90 .1-8D 32 +1-80 H-80 .1 80 +L80 ---++/-80 +I-80 +l -8D *180 H-80 a/.80 .1-80 .1-80 +1.80 H-80 +1-80 1 •1-83 +1-80 34 *680 +1-80 ./-80 H-80 +1-80 I +1.80 +1-80 I ./-80 ./.80 +/-80 +/-80 .1-80 */.80 H-80 I +1-80 +1.80 38 .1-80 +1-80 +1-80 +1-80 +1-80 ./-80 .l-80 I +/-80 +Ib0 .1-80 +1-80 .1.80 H-80 +1.80 +1-80 '(.83 38 +1.80 _ '/.80 _ _ +/-80 .1-80 +/-80 +1-80 +1-80 ./.80 .l-90 _ +-1.80 N-80 H-80 .1-80 .1-80 40 4/-80 +/-80 +1-80 H-80 N-80 .1-80 +1-80 +1-80 ./-80 +1.80 +1-80 ./-80 42 H-80 */-80 +680 H-80 N-80 +1-80 +/-80 +/-80 +1-80 .1-80 H-80 44 N-80 H-00 +/.80 .1.80 I +/.80 */-80 +/-80 +480 ./-80 +/-80 48 ./-80 .1-80 H-80 .1-80 i N-80 +I-80 .1.80 ./-80 .1-80 48 H-80 +1-80 +/-80 +1-80 fi N-80 +1-80 +1 80 _H-80 50 +f-80 ./-80 .1.80 +1A0 N-80 +/-80.1.80 52 +/-80 ./-80 H-80 ./-80 1 .1.80 .1-79.1 54 */.80 N-80 ./-80 +1.80 +1-78.6__ 58 +/-80 ./-80 +/.80 +/-79.1 N-80 +/.80 1 */-80 +/-79.3 I I .180 1 I +/-80 + 1 1 I I 58 +/.80 80 +/ 80 82 +/-80 84 +/-80 66 */-80 67.7/8 +/-80 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT r FROM THE TIP-TO-T1P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16' LAMINATED GLASS STACK 1- �---.080' PVB INTERLAYER 3/18" HEAT 3/16' HEAT STRENGTHENED GLASS -1� 1.•• -STRENGTHENED GLASS USED AT CURVED /_ FRAME MEMBERS ONLY (P9 @ 11.7/8' O.C. MAX. 1 5/8' GLASS BITE EXTERIOR <=i 20 C3� GLASS TYPE 2 1-1/16' NOM. _ GLASS STACK _ 7/18' LAMINATED GLASS STACK 3/16" TEMPERED GLASS / fit ---3/16' HEAT STRENGTHENED GLASS II.-- 3/16" HEAT STRENGTHENED GLASS 7/16' AIR SPACE _ -.090' PVB INTERLAYER USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8' O.C. MAX. 1-3 EXTERIOR q, 5/8' GLASS BITE GLASS TYPE 4 132 136 140 144 *I-80 ./.80 +I-80 +1.80 +1-83 I +1.80 +1.80 - .1-80 1 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE L SHORT SIDE 1 _ - LONG SIDE -a- - LONG LONGGGSIDE - - ► 1' 4KODUCr RENEWED u )wildin� L 1 Qeomg 1�ridswFigork+ Bya ce d*raL1.rwlhn l;.. Miami Dao VwS+d moo- r-, IM rc MY R O N r • eaa A }}V CO J Ja,M O Z T f` Z D- ..,, Li -J aMa a 0 W M U LWj X to o 0 i WZ m O 0• ..r> O Z N o r Z 0. Z SIDE LONG g m coO • I- II - CD LWJ 10=45 it -1 Z CE • 2 z SHORTre elooS CL SIDE O ?� Z NN g X w as El: 0 '101 '"0 sales LONG SIDE 1 SHORT SIDE TABLE 5: Short S tle (in) Window Design Pressure (+l-, psi) for Glass Type 5 Lag Side (In 84 88 92 I 96 100 104 109-112 +901-108 5 +901-108 +906104 5 +901-103 5 +90-102 5 +907100 7 +90-97.9 +901-98 7 +901-95 7 +901-92 3 +90/-90.6 .90/-90.3 489.9 +1.89 +90-95.1 1 +90691.8 +1-88 2 *1-84 4 +781.5 +/80 1 +1-79 8 +7-79 4 +1.88.9 I +1-85.5 +1-82.6 *I-797 +1.77.2 +/-75.1 +/-73.4 +1.72.2 +/.83.2 +1.80 7 _ _ +778 1 *675 2 +1-72 5 +/.70 3 +/-68.5 +1.68.3 +779.8 +1-17 2 +774.3 +/-71 3 +767.9 _ _ +85 1 +1-63 4 _ +-61.6 1-71 4 +/-74 3 +1-71.3 +-68 2 *l-64 7 481.6 +-59.8 +1-58 2 +I-75.4 +1-72 1 +1-68.9 +/85 6 +-622 .159 7 +-57 5 I +1.73.6 +-70.1 +766.8 +183.5 +-60.3 +57 7 L +771.9 _ +1.68.3 +-64 9 +/-61 5 +/-58 2 +/-70-Y +1.68.7 +1-631 +1-59 7 +-68.8 +85.1 +761.5 +/-67.3 +1-63.5 +765.3 07.718 72 78 80 30 +901-125.4 +901-120 +901-115.5 +90'-111.5 32 *901-1189 +90-1108 +901-1053 +90'-101.6 34 +901-1089 +907103 +90/-988 36 +901-102.6 *90797.1 +901-928 38 +90798 4 +90192.2 +788.7 40 +907-94 6 +788.2 +82 0 42 +99/-91.3 +1-84 7 +1.80 7 44 +1-88 3 +1.82 4 */-78 46 */.854 +780.8 +1.77.2 48 +/-827 +1-793 +7758 50 +1-80 9 477.5 +/-74 1 52 +-79.1 +675.6 +1-72 4 54 *1-77 4 +1.73.8 +/-70 5 56 +/-75.6 +-72---4688 58 +1-74 2 +-70.3 +-66 8 60 472 7 *1-68 7 +1-85 62 +1.71.2 +187.1 84 +I-69 7 +765.5 66 +-68 3 - - 1 67-7/8 +1-67 7/16" LAMINATED GLASS STACK 090"SGINTERLAYER -- 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS • \c1:1) USED AT CURVED FRAME MEMBERS ONLY (29) (g) 11-7/8" O.C. MAX. VOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT " FROM THE TIP -TO -TIP DIMENSION 10 DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: Window Design Pressure (+/-, psf) for Glass Type 7 ' mg Side (in 67-7/8 7276 80 84 88 - 92 90 1 103 104 109-112 30 +901-130 +901-130 +907-130 +901-128 +90/.122.6 *90/-119.8 +90/-1181 +90/-117 +9d-1158 +90/-112.7 +90-109.9 32 +90/-130 *90-125 1 +90/-118 9 +90/-114 8 *90-111-5 +901-108.1 *901-104 3 +901.102 4 +90/-102 +90/-101 4 +90.99.7 34 +901.123.1 +90-116.4 +901-111.7 +90-107.5 *901105.8 +901-99.7 *901-95.3 +901-92 1 +90790 5 +-90 +89.6 36 +901-116 +90.109 8 +901-104 8 +90.100.5 +901-96 6 +90793.3 +/-90 +/-87.3 +84 9 +1-82.3 +-81.2 38 +901-111 2 +90-104 2 +901-97.9 +90794 +90/-91.1 +1.88 2 +/-84 9 +-81.9 *1-79.4 +-76.4 +1-74.3 40 +901-108.9 *90-99.6 +90/-934 +9d-90.1 +1-87.2 +-84 +1-805 +-78.7 +/-73.5 +-70.9 +89 42 +907-103 2 +90-95 7 +901.91 2 +/.87.4 +/84 +1.80.6 +/-TI +-731 +189.6 *1-66 9 */.65.2 44 +90-99.7 *90-931 +-89.1 +1-85.2 +/.81.4 +777.8 +-74.1 +/-703 +87.5 +-63.9 .s 46 +90798 5 +90-91.3 +-87.2 +1-83.2 +1-79.2 +/-75.4 +/-71.7 +1-88.1 +/85.1 40 *90793 5 +-89 6 */-85 4 +-81.2 +1-77.2 +-73.3 +189.5 +1-85 8 m 50 +90-91.4 +1.87 8 +-83.7 +-79.4 +-75 3 471-3 +87.5 p 52 +-89.4 +785.5 +-81.8 +/.77.7 +/-73 5 +769.5 m 54 _ +/-87.5 +-83 4 +-79.8 +1-76 +/-71 8 56 +1-85.6 +1.81 4 +1-77 5 +/-73.8 58 +1.83.8 +/-79.4 +1-75.4 60 +7821 +-77.6 +I-73 5 62 +/-80.4 +-75.8 ---84 +1-788 +I-74 68 +/-77 2 87718 +I-74 9 VOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR `{ a 0 5/8" GLASS BITE 1-1/16" NOM. GLASS STACK GLASS TYPE 5 SHORT SIDE 1 SHORT SIDE 1 H.-- LONG SIDE `�--- LONG SIDE --.41 (TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I _ - LA" LAMINATED GLASS STACK 3/18' ANNEALED GLASS 3/16" TEMPERED GLASS 1• _-- 3/16" ANNEALED GLASS h 7/18" AIR SPACE - _ y ----.090* SG INTERLAYER USED AT CURVED FRAME MEMBERS ONLY 29 11-7/8" G.C. MAX. C' GLASS BITE EXTERIOR 22 GLASS TYPE 7 1 LONG SIDE SHORT SIDE PRODUCT RENEWED cc complying wish the I Iondu Building Code A000ptenc.e No 8v4a1(on Data, Q4 Miami Dade P*odud Control IN IIuu co Y > A '"aa CI c. Q>- n om aawO °,Ql 9O N NsZ - + N Z_4 Q1 W Z O 5 aN H m O (52°, 7 anima ILI n> OY Z o 4- Z d Z W LL g � o F I- V) W 1=45 ‚Hi z cc X W a_ a_ L 0 ep0 ro**Q *euaS ��\,030:41 �0NV 11.YNN I Af//F .. P 1,1GENSF .'P ....:540.58705 v 7 113 C` A STATE F .•- 7(/�� ,''SS7GNA,./7j11111:.7":0.:(9 A. LYNN 1,141LLER, P E. P.E.58705 i( 0 TABLE 7: 67-7/8 72 30 +901-130 +901-130 32 +90/-130 +90/-130 34 +90/_130 +901.130 36 +90/-130 +90/130 38 +90/-130 +90/.130 40 +90/-130 +901.130 I 42 +901-130 1 +90/-130 c 1 44 +901-130 +90/-130 46 +901-130 +90/-130 48 .901.130 .90/-130 rn 50 +90/-130_ +90/-130 e F 52 +90/130 +90/-130 w 54 +901.130 +901-130 56 .901-130 .90/-130 58 1 +90/.130 +90/-130 1 80 +90/-130 .90/-130 I 62 +90/-130 +90/-130 Ir 64 +90/-130 +90/-130 66 +90/-130 I 1 87.7/8 1 +90/.130 1 76 +90/-130 +901130 +901.130 +90/-130 +90/-130 +901.130 +90/-130 +90/-130 .901-130 .90/-130 .901-130 +901-130 +90/-130 +90/-130 +901.130 +8913/-1293 80 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901.130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 .90/-130 +90/-130 +89 41-129 84 +901-130 .90/-130 +90/-130 +90/-130 +90/-130 •901.130 +901-130 +90/-130 +901-130 +901.130 +90/-133 +90/-130 .88.8/-127. 1 U8 +90/-130 .901130 +901.130 +90/.130 +90/-130 • 90/-130 +901-130 *991-130 +901.130 Window Design Pressure (+/-, psf) for Glass types 6 & 8 Long Side (In) 04 109-1/2 112 1 116 97 98 +90%130 +901-133 +901.130 1 +901-130 +901-130 I +901430 +901-130 +90/-130 *90/-130 .90/-130 +901-130 .90/-130 .901.130 +901-130 +90/-130 +901.130 +90/-130 +90/.130 +90/190 +901-130 +90/-130 +90/-130 +90/-130 +90'-126 8 120 124 128 132 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 .90/.130 +901-130 +90/-130 +901130 +90/-130 .90/-130 +901-130 .90/-130 +901-130 +90/-130 +90/-130 *90/-130 +901-130 +90/-130 .90/-130 +90/130 +90/-130 .90/-130 +90/-130 +90/-129 2 +90/-127 3 +90/-123 2 +90/-122 +90/-130 .901-129 3 +90/-123 2 +901-119 7 +991-118.4 +90/-130 +901-1245 +90/-1194 +901-115 .90'-128.9 +901-1A15 +90/.11-3 +90'-129.7+90/-123 1 .901-116 5 -- - 1 +90'-126.2 I+89 4/.119 9 1 +88.81-123 1 11 1 1 1 1 I I +90/-130 +901-130 +901-130 130 140 144 +901-130 +901-130 •901-130 .901-130 +901-130 TOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/18' LAMINATED GLASS STACK 3/18' HEAT STRENGTHENED GLASS - 4) 11 USED AT CURVED FRAME MEMBERS ONLY 2g @ 11-7/8' O.C. MAX. 1-3 EXTERIOR p.---.090' SG INTERLAYER 3/18' HEAT 'A. STRENGTHENED GLASS 5/8' GLASS BITE GLASS TYPE 6 1-1/16' NOM. _ GLASS STACK 7/18' LAMINATED GLASS STACK r ' -1;7=3/W HEAT STRENGTHENED GLASS 3118' TEMPERED GLASS • 3/18' HEAT STRENGTHENED GLASS 7/16- AIR SPACE -- CED _ -- Y ^ 11 5 USED AT CURVED FRAME MEMBERS ONLY (29 11-7/8' O.C. MAX. EXTERIOR -.090' SG INTERLAYER GLASS11-1 BITE I GLASS TYPE 8 (TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE L- SHORT SIDE I�-- LONG SIDE H+-- LONG SIDE f 1 LONG SIDE SHORT SIDE MODULI' RENEWED y complying wills the Florida pp A 511 ,: D.m Miami Droduct Control-�, IK 011 RESSURE TABLES 4 94 Q C4 '05 OMO 0 0 u, 7aa9S zZ ejw5 i.7 N Z , W as X000 s uaS (LYNN Mjze7�i� P.1.\\\. \\.•'-,11GENS. • '..< '. No. 58705 • it P --77t11 0,� ••• F(ORIOP••' ''16;8/ONA1- ‘, '///11111"\+ A. LYNN MILLER, P.E. 1.5.8 68705 INSTALLATION_ TYPE A EDGE DISTANCE 2X WOOD BUCKSTRIP - OR FRAMING, SEE NOTE 2, THIS SHEET WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT EXTERIOR a VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4' EMBEDMENT 1/4' MAX 1) SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET 29USED AT CURVED FRAME MEMBERS ONLY 11-7/8' O.C. MAX. EDGE DISTANCE INSTALLATION TYPE C EMBEDMENT 1/4' MAX SHIM CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX. SHIM 812 STEEL SELF -DRILLING SMS _ (05), SEE TABLE 8. THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING 77-// / EMBEDMENT . c • 1/4' MAX SHIM EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE 140A), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,11-1I8 SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR REQUIREMENT INSTALLATION 1-► DISTANCE AND EDGE DISTANCE PER EDGE __moi TYP. ANCHOR TYPE, EMBEDMENT TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B -B INSTALLATION TYPE B 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT AND — EDGE DISTANCE PER SUBSTRATE, - — - SEE TABLE 8, THIS SHEET Y - _ EXTERIOR \ b I VISIBLE LIGHT WIDTH = ttt��� -(4) WINDOW BUCK WIDTH - 2-3/4' - --- WINDOW BUCK WIDTH - ---- -- -- TIP -TO -TIP WINDOW WIDTH ct u IMN\\. AV--\\\NNN00'../ -- EMBEDMENT • • HORIZONTAL SECTION A -A TABLE Anchor 812 or 814 410 SS Screw Subelrale P.T. Southern Pine (SG=0.55) Aluminum, 8063-T8 mm. A38 Steel Steel Slud Gr. 33 min. P.T. Southern'lne (SG=0.55) 812 or 814 Steel Screw (05) Aluminum, 8063-T5 min. A38 Steel Steel Stud, Gr.13 min. Unwonted CMU, (ASTM C-90) Concrete (min. 3.35 Mg) Concrete (min. 2.85 ksl) IConcrete (men. 2.85 ks ) Ungrouted CMU, (ASTM C-90) Grouted CMU, (ASTM C-901 Concrete (min. 3.5 ked) 1 Grouted CMU, (ASTM C-90) • M114. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1l4' 410 SS CreteFlex 1/4' Steel Ultracon 5/18' Steel Ultrecon .:ONCRETE/CML PER ANCHOR REQUIREMENT Min Edge Max O.C. Min. Embedment Distance Spacing 9116'1- l8' -_ _- 12'_ 318' 0.063' ' 12' 3/8' 0.063' ' 12' 3/8' 0 045' (180e\' 12' 9/18' 1-3/8' 12' EDGE DISTANCE 3/8' 0.083' ' 12' 3/8' 0.063' ' 12' 318' 0.045' (18 GI)' 12' 2.1/2' 1-1/4' 12' 1' 1-3/4' 12' 1' 1-3/4' 12' 2.1/7 1316' 12' 2.112' 1.1/4' 12' 2-112' 1-3/4' 12' 1-114' 1-3/4' 12' 2-1/2' 1-3/4' 12' INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET 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-U2' 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 8E OF A SIZE TO PROVIDE FVLL SUPPORT TO THE WINDOW FRAME. 4- IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCE RENRWBD r oomplyin9 with the Florida BWIding Coda . -r , r Acceptance 8 n3,13j202/ Mof 'ode Product ConrtoI - Z -7 Pz u,9e,0 p 0 a '0N O 'JMO O a F U_ 0 Q z co 0 cop i_ 45z 5 N • Q I- Z Z Z ▪ 5,07 02 111 0 n51 LU 5 Ii in_ 9I1U `0x90 ieusc :fir ao ,( LYNN Afp //// ...+?N \CENSE ,P No. 58705 - D' _ as -O . •.,R7OR/0?: './r 8/ON PO- A. LYNN MILLER, P.E. P.EJ/ 68705 INSTALLATION TYPE E EDGE ORFRAMINO, SEE NOTE 2, THIS SHEET 2X WOOD BUCKSTRIP DISTANCE WINDOW BUCK HEIGHT EMBEDMENT INSTALLATION TYPE F EXT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3/4' EMBEDMENT —I. 1/4" MAX SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8' O.C. MAX. INSTALLATION TYPE G - -- EMBEDMENT 1/4' MAX SHIM C8) 11! i, CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM — — - 612 STEEL SELF -DRILLING SMS (05), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H • EDGE DISTANCE VERTICAL SECTION D -D MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET INSTALLATION NOTES: INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR _43/ VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4' — - -- WINDOW BUCK WIDTH 11 HORIZONTAL SECTION C -C TABLE 9: Anter 612 or 814 410 SS Screw 612 or 614 Steel Screw (05) 1/4' 410 SS CreteFles 1/4' Steel Ullman 5/16' Steel Ullracon Substrate P.T. Southam Plne (SG=0.55) Aluminum, 6063-6 min. A36 Steel Steel Stud, Or. 33 min RT. Southam Pine (SG=0.55) Aluminum, 8063-T5 min. A36 Steel Steel Stud Gr. 33 min. Ungrouted CMU, (ASTM C-90) Concrete (min. 3.35 kat) Concrete (min. 2.85 kat) Concrete (min. 2.85 kel) Ungrouted CMU, (ASTM C-90) Grouted CMU. !ASTM C-90) Concrete (min. 3.6 ksI) Grouted CMU, (ASTM C-90( MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • Min. Edgo Distance 9/10' 13/8' 12' 3/8' 0.083' • 12' 3/8' 0.083' • 12' 3/8' 0.045' (18 Gal ' 12' 9/16' 1-3/8' 12' 3/8' 0.083' • 12' 3/8' 0.083' , 12' 3/8' 0.045' 118 Ga)' 12' 2-1/2' 1-1/4' 12' 1' 1-3/4' 12' 1" 13/4' 12' 2-1/2' 1-3/8' 12' 2-1/2' 1-1/4' 12' 2-1/2' 1-314' 12' 1-1/4' 1-3/4' 12' 2-1I2- 13/4' 12' EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE Min. Embedment Mao O.C. Spacing 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET 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 TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ?RODUCT RENEWED Y complying with the Florida Building Code Acceptance No 9xpIrglian Delp 201C1 Bye'-iw --! Miami Dade Product Control --- Rev 3 Rev 2 Rev 1 W cc 0 0) a O a N -) rn Ot Z W N u- m Lij =w 0 0 X SQ W O r > O• YO .-z D.z • (.0 as v O U)N a p o W2 N O Z 4, n D '00 O 0/10 O O P zo O (••• Q • Si Z CO laa4S H o O z z w 07515 Z W O • § J 00 Q n o0 O X a a. a. lL W ono -=sap sepag �ON� LYNN Al �/%, • •'.\CENSE -•,F4 '. * _- No. 58705 -/18-x'— _ 7 1) • STAT ▪ ., SS'ONA_ A. LYNN MILLE8705RP., E. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE EMBEDMENT 2X WOOD BUCKSTRIP -- - OR FRAMING, SEE / NOTE 2, THIS SHEET EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4' — l L 11 --(20USED AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. EDGE DISTANCE L1/4" MAX SHIM EDGE DISTANCE EMBEDMENT 1/4' MAX. SHIM -- INSTALLATION INSTALLATION TYPE L 610 STEEL SELF -DRILLING SMS (05), SEE TABLE 10, THIS SHEET INSTALLATION TYPE J � - 1/4" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET r1/4' MAX SHIM INSTALLATION TYPE J EMBEDMENT -� EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET VERTICAL SECTION F -F INSTALLATION NOTES: EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE - NOTE 2, THIS SHEET INSTALLATION TYPE K VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E TABLE 10: Anchor Substrate 2-1/2" x .113" Box Nall 2-1/2" x .131' Common Nall 2-1/2" x .145" Roollno Nall #10 x 1" Steel Screw' P.T. Southern Pine (SG=0.65) P.T. Southern Pine (S0=0.65) P.T. Southern Pine (SG=0.65) P.T. Southern Pine (SG=0.55) 1 0.093" Aluminum. 6063-T5 min. 1 1/16" A36 Slee( I 0.045" (18 Gal Steel Stud. Gr. 33 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. t EMBEDMENT 1 EXTERIOR Min. Edge Distance 5/16" 3/8" 3/8" 1/2" 5/16" 5/16" 5/16" Max. O.C. Soaclr0 5" 6" 6" 6" 5" 5" 5" 2. WOOD BUCKS DEPICTED ON THIS SHEET 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 TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT ((UNPAVED us complyb:a ,v1N Ina Florida �-T ndldln3 a da 1 J� V . a Aumptonce No Bxpiretiod Dalb O //a1, Miami Dade Product Contra- ,, rc (941)-480-1600 co Y a3 —aa a U) oloa 0 LS -1 Z X8 uM2 Q w o 5 'ON 0 !IMO OO F- LL 1 o 1 co Q co 1ae4S O I- O ¢ Z 0 J Wig _ 0 I- NN O Z Nim lli X Z as LL LL al1!1 •,s"0 cauaS N co 0. 2 �/3 : u1 E F EMBEDMENT I ' 2 _ • g O N 0 w • /_ I ^0d r ^=a f ^�L� I� I VOZ8-OZL-OW l! ll OldO 6 RI SIN (q l OZL-Md I)ISMOSC% f 1 1 NOIIV11VISNI Nid Fl £1./Z1./4 ° S3NI13a1nO NOI1V11tl1SNI MOONIM 03XId 0091-084-( 646) 4LZ4£ 1d ‘SIWO) ON 6ZS 1 XO8 'O'd SLZ4£ 1d `3OIN3A'N 3AI A O1ONHO31OLO1 HORIZONTAL SECTION G -G m f 96Z6Z#'Htnvdo'la3o 02. O1.666E0E0E06 1".° W o O P— o O g 2 0Co 0 m� lv ENNINNiviv w�m66imSoC 28 (.4 r4cNt4,10,1 o $ $ $ $ do cc5—mYmcl�jY<< E E $$ yP gW f .g tvi 22, ,IF N • '.ho mAZ .Q N��Q7 • E ,E§N g0 E E E3 •m,i m v w 2 =<t02 26 q,0m m o oU0 @U 'E mgE m=ouponpppou13Qp8112 g.31 € g� o a a 012 or #14 410 SS Screw 0 y 0 0 O 0 0 0 1- 0 114" 410 SS Cre 114" Steel Ullracon 5118' Steel Ultrecon • INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. 1 z 0 p m n I n1 1 2'z aO °Z > 5 wq ~ Q m 0 Z y Q m Zz2z H 2i« Z-• 0 0 w W n ,. N. 222DLM ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90* CORNER FRAME ASSEMBLY 10 ALL CORNERS TO USE GASKET AND/OR SEALANT -- EQUAL -LEG FRAME FLANGE FRAME TABLE 12: tem PGT Part # Description 1 4263C Flanged Frame 2 4285 Equal -leg Frame 3 4256 htegral Fin Frame 4 4265 7/16" Lami. Glass Beading 5 4264 I.G. Glass Beating 60 4270 hetallation Fastener Cover 6b 4224 Installation Fastener Cover 10 70589C Gasket (at 90° corner joints) 11 TP24718 Vinyl Bulb Weatherstrip 13 Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. 3116" x 7116" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3/37' x 4" Neoprene, Duro. 85 +/-1 22 DURAK716 7/18" DuraSeal Spacer 29 #6 x 1-114" FH SMS Stainless Steel 30 781PQX #8 x 1" Quad PH SMS Stainless Steal ANGLED/CURVED FRAME ASSEMBLY Material ASSEMBLY DETAILS FOR FIN FRAMES 90' CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT - EOUAL-LEG FRAME —FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Alum. 8063.16 Alum. 6063-T6 Alum. 6063-15 Alum. 8083-15 Alum. 6083-T6 Alum. 6083-T5 Rigid PVC Polyethylene Flex PVC, Duro. 85 +/-1 11 1.875 1 1.000• 1-- 50 -- 2.784" — .094'��- .074' - .438" } .050 FLANGE FRAME #4253C, 6063-T5 2.784' — .094* ---Il-- - .082' 1 .074• 1.376' 11 -- I .970' .875' 1 } - - - .050- 7/16" LAMI OGLASS BEADING #4255, 6063-T5 .500' .438" ANGLED/CURVED FRAME ASSEMBLY j} I 1 --ii--- .050.woae OEQUAL -LEG FRAME #4285, 8063-T5 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS -- 2.784 - .094' .074' - .062'.062" l � 438' f .050"scos• f .077' .346' .875" 1 -�I--.050• I.G. GLASS 5 BEADING #4254, 6063-T5 1.375' .500' 1.125" 1 3 FIN FRAME #4256, 6083-T5 1.37. .050• INSTALLATION ()FASTENER COVER #4270, 6063-T5 PRODUCT RENEWED ns wm7lsl"0 with the Elu,ide Ou0din8 Coda Accept3r,cc No EopirctiQ,l Dara Miami Dade Product Control -� Rev 3 Rev 1 Rev 1 o• • LL P 0 O J 0 o ) ▪ � tea45 Z Z O to O 0) Z ' z e/on LL O NN w � ^0Q Xi • m° Q.Q. a0!1 'roc; saves ��•' �,\CENSF••F9 'A No. 58705 pppp STATE OF :• �'�'C�'•. F -C OR101'.' tN•N A. LYNN MILLER, P.E. P.E.0 58705 TABLE 4 Design Pressure for Minimal Anchorage (+ and -, In psf) Min. AnchorsWINDOW HEIGHT (In) per Jamb \ 38 48 60 72 84 96 108 120 v. 3 6 8 9 9 NOTES: 1. TO BE USED IN CONJUNCTION - WINDOW Substrate-) WITH INSTALLATION DRAWINGS WIDTH Min. Anohore 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 AND NOTES OF SHEET 3 OF 7. (In) per Head/S111 2. ALL SIZES ARE LIMITED TO 40 24 2 90 90 90 90 90 90 84 9D 90 90 79 90 90 90 78 90 90 90 74 90 90 90 72 90 90 90 71 90 90 90 83 90 SQUAREFEET. 3. INTERRPOLATION BETWEEN VALUES ALLOWED - ALWAYS 38 3 90 90 84 90 90 90 87 90 90 90 80 90 90 90 66 80 90 90 63 90 80 90 52 90 90 90 50 90 90 90 44 90 ROUND UP. 4. MAXIMUM ANCHOR SPACING: 48 4 90 90 87 90 90 90 83 90 90 90 63 90 90 90 47 90 92 90 44 90 90 90 42 90 90 90 41 90 80 - 36 90 6" FROM THE CORNER 13.6" BETWEEN ANCHORS NOTE: — SUITABLE FOR LARGE AND SMALL MISSILE APpLtcATio� 80 6 90 90 80 90 90 90 53 90 90 90 50 90 90 90 43 92 80 90 30 90 90 90 37 90 72 6 90 90 58 90 90 90 47 90 90 90 43 90 90 90 42 90 84 7 90 90 63 90 90 90 44 90 90 90 39 90 98 8 90 90 82 90 00 90 42 90 90 90 37 90 108 9 90 90 60 90 90 90 41 90 120 9 90 90 44 90 90 90 36 90 KEY TABLE Anchor Anchor Type Anchor Substrate Requires pe Location Anchor Plate 1 off-the-shelf # , steel screw (G6) Head & SI Wood Jamb Wood 2 Elco 114" steal Ultracon Head & 3111 Concrete Jamb CMU or Concrete 3 Elco 5/16" steel Ultracon Heed & SIII Concrete Jamb CMU or Concrete 4 Elco 6/16" steel Ultracon Head & SIII Concrete Jamb CMU or Concrete R.ntllh: DOD JR 06/26/09 R.n44 R.• J.J. 11/19/11 R.naAr a.IL 17" A. Added 40 ft" rule & updated format. R. WNI B NO CHANGE THIS SHEET Roble. or.xner: 0110; Cnwtwey J.R. 11/00/07 Yes Yes Yes Yes No No Yes Yes 1070 TECHNOLOGY DRIVE NOKOMIO, FL 34275 P.O. eQX 1520 NOKOMIS, FL 94274 Min. O.C. Min. Edge Min. Distance Distance Embedment 1.376 1.376 1.376 1.26 1 1.26 1 1.26 2 4 4 6 6 6 6 1 1 1 1 1.76 1.76 1.76 1.76 DP USING MINIMUM ANCHORAGE 1 ALUMINUM PICTURE WINDOW, LMl e..r,axea &a a,..ano. m. P W3020 I N/A 17 a 7 I 3020-3 B 1iODUCT RENEWED an complyingelth the Fbrldi 9ulding Code Aaceplente No l2 -05j 14. • 0/ Expiration Date Aix.;. 140, '7L I'1 Miami lade Produ.ICoo IDD PRODUCTR31VISUD or complying Alit ate Flodde l3ulldIng Coda Accuplonoo No A�� R .11 .515 /J•7// Mlam ado rodu• Coatr ,111111111111,, �ILrnrvMi. ", it 14o. 58705 • Al • Pc SYAEOF r'= /�SS/ON' : A. Lynn thl Ile , P.E. P.5,8 68705 CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 Date Received: 6/26/14 I Permit Number: BLDG1406-0.144 Lot: 31 1 Block: G I Subdivision: MEADOW RUN Job Address: 9536 NW 67 PL Work Description: 2 IMPACT WINDOWS Contractor: TC SHUTTER Phone: 9549175092 SYSTEMS DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING FIRE STRUCTURAL =� ���S��y \R••1 ELECTRICAL PLUMBING MECHANICAL