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MECH1308-0008-Application
THIS CARD MUST BE POSTED IN FRONT AT ALL TIMES City of Parkland PERMIT NUMBER: MECH1308-0008 PERMIT TYPE: A/C CHANGE-OUT SITE ADDRESS: 12252 NW 72 ST TYPE OF IMPROVEMENT: NONE Applicant Information DESCRIPTION: A/C CHANGE-OUT 6600 University Drive Parkland, FL 33067 (954) 753-5447 BUILDING\ENGINEERING PERMIT Contractor Information AIR AMERICA AIR CONDITIONING 12550 NW 39 STREET CORAL SPRINGS, FL 33065 (954) -954 ISSUED DATE: 8/8/2013 FOLIO NO: 474131030740 CODE YEAR: Owner Information LIGHTBOURN, JOHN & LAURA 6429 NW 65TH WAY PARKLAND, FL 33067-1568 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. (F.S. 713.135}. Notice: In addtion to the requirements of this permit there may be additional restrictions applicable to this property that may be found in Public Records of the County, and there may be additiona permits required from other governmental entities such as water management districts, state agencies or federal agencies. SEQ ID 3 PERMIT EXPIRES 180 DAYS FROM EITHER THE ISSUE DATE OR 90 DAYS FROM THE LAST APPROVED INSPECTION For Inspections please call (954) 753-5447. Inspections are scheduled for same-day inspections up until6:00 AM. Building Official or Authorized Signature Date INSPECTIONS STRUCTURAL INSPECTION TYPE INSPECTOR DATE FINAL** SUB-PERMIT SUB-PERMIT SUB-PERMIT A/C CHANGE-OUT 5ton unit APPROVED 08/01/2013 $57.30 $0.00 $57.30 Drintorl· 1\Annrl::::~\1 n~ hii(TIICt ")n1 ':l 1 "f 1 City of Parkland Building Permit Application www.cityofparkland.org Contact PersonJen, {e( pt; //c.J(Yl Phone#: Cjjlf l-:iS C 3ff'L/ E-mail: ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO F.S. 713.135 Company Name A it Affle(J'LL-/f/L Master Permit Numbe'MEC H I ~0~ _ Gao%' Business Address t l.&;o N\Al 3q ~·;-Date ~11 lr~ City State Zip Phone# Construction Value (o'-f 80. w Co<Z·i i')){jfl {Jj PI 3Jb{t,>'J Cj5-J2'5~o3k'-/ Engineer's Name Property Owner's Name~fcl'\n .4· [Ctt,.l(~ L, tJhtbwtfl Engineer's License # Owner's Street Address I l.l:)l.. /VW 72 Sl Phone# City State Zip Phone# Architect's Name -Pttf )t..Jt..l'lt-1 PI 3)0(? '7 9 OJ-. &;t.:l.-'11-J r Architect's License # Job Site Address IZ.l$2.. /1/lJ 'f]Dr-1 I r.) Block J3 Phone# Work Description: h/L (. h411 ~~~· 1:41 ~ ·~ It' 5-f-eY" I o }Lt.,) ., . 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, SHUTIERS, ETC. WARNING TO OWNER: YOUR FAILURE T ..:ORD A NOTICE OF COMMENCMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINAN . <G, CONSULT WITH YOUR LENDER OR AN ATIORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Contractor Property Owner Notification E-mail: Notification E-mail: Print Name of Qualifier/Builder: .D~fb~ t1,LIL Print ame of Property Owner:: Tolu. D. /....J ttbou 1· ~-- Owner's Address: ' ~~~~~J>-----------Ts~~'~~~Q~52~;V~t~t/~· ~----~~~~d¥ I-----J'-----+---and whose name is subscribed to and within ment, a d he/she acknowledges that he/she executed it. a Personally known to me a Oath taken -,._~jl'@l~~!'\al~ , before me, the undersigned __ __,,c::.____,..,._ ___ and whose name is subscribed to and within the nt, and he she acknowledges that he/she executed it. PRINTED NAME OF NOTARY PUBLIC a Personally known to me CJ Oath taken NOTARY PUB OF OFFICE· a Produced identification Application Approved By:·----------:~.L1~t====----==:;;._- Permit Officer 7~ City of Parkland Building Division 6600 University Drive Parkland, FL 33067 Phone 954-753-5447 Fax 954-753-8838 A/C & Mechanical Replacement Information This form and ARI Listing must accompany each permit application for the replacement of Air Conditioning or Mechanical Equipment. Please supply a separate data sheet for each Unit being replaced. Contractor A i / A /YJefJ ( c._. A/'-Permit Number ______ _ Job Address 12 Z.SZ /VW 12. ~+ Lot I L Block 6 Subdivision f-Ie/lin &_ .. , (en-frZ:./ I OLD UNIT DATA NEW UNIT thee YYl Manufacturer "trt.;ne.. ~Am~" .~u.c T,-, ._ C.U. Model# c..1 n l::: vo £.:, 0 lj.. fl.> Hl. 2S"J II A.H.U. Model# t . .4 m A c. (4-.o -Package Unit Model # -- /0 EERISEER lY -ARI Reference Number ? "ll i'L-1 1,- lo KWHeat 1u s Nominal Tons s 50 Max Fuse I Breaker '50 YES t_· NO Thermostat YES l( NO YES NO X: Smoke Detector YES NO y' YES NO~ Heat Recovery YES NO .)( YES NO~ Modify Ducts YES NO 1( YES NO~ Stand I Curb I Slab YES NO X ********************** "' Change Disco rmect YES NO _X ********************** I 'Need L dder For ~spection/ YES _l( NO Package Unit _I I Mise ~\laneous lectr"c / Package Unit -1- ) (}\ ~ ·'~\. I Contractor Signature l\ It\. I' State License I Registration ?)·l1YU~1~ Date 1- Broward County Certificate of Competency ________________ _ Application Approved by: ------~~.......:;;!!!~.. =----·· __ -_-_____ _.Q ___ .,...._:J_------=l-=-'J __ _ Rev. 1/09 -tii-wrightso~ Project Summary Entire House Air America AJC 12550 foNV 39th street, Coral Springs, FL 33065 Job: 27350 Date: By: Pro·ect Information For: John & Laura Ugrtbom 12252 NW 72 St, Parkland, FL 33076 Notes: Desi n Information Weather: West Palm Beach, FL, US Winter Design Conditions Summer Design Conditions Outside <I> Inside <I> Desi~ TO Heating Summary Structure Ducts Central vent (0 cfm) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 20282 Btuh 9200 Btuh 0 Btuh 0 Btuh 0 Btuh 29483 Btuh Simplified Average 0 Heati 2 ing Area (W) 500 ~~ Volume (ft3) 20000 Air changes/hour 0.32 20000 0.16 53 Equiv. AVF (cfm) 107 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 4.0 kW 13568 Btuh 6 °F 1917 cfm 0.065 cfrn/Btuh 0 in H20 Outside db Inside db Design TO Daily range Relative llumidity Moisture cifference 90 °F 75 °F 15 °F L 50% 59 grllb Sensible Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) Blower Use manufacturer's data Rate/swing multiplier Equipment sensible load 31333 Btuh 14837 Btuh 0 Btuh 0 Btuh n 0.95 43862 Btuh Latent Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) Equipment latent load 2132 Btuh 4050 Btuh 0 Btuh 6182 Btuh Equipment total load Req. total capacity at 0. 70 SHR 50043 Btuh 5.2 ton Cooling Equipment Summary Make Trane Trade XL201 Cond 4TTZ0060A 1 Coil *AM8BOC60V51 AHRI ref 5318475 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor 12.0 EER, 18 SEER 40250 17250 57500 1917 0.042 Static pressure Load sensible heat ratio 0 0.88 Btuh Btuh Btuh cfm cfm/Btuh in H20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed . .=:::::. ~ wrightsoft Right-Suite® Universai2012 120.13 RSU15372 AC(AI.. ___ s\Owner\Documents\Wrightsoft HVAC\Lightboum, John & Laura.rup Calc= MJB Front Door faces: 2013-Jul-25 12:06:39 Page 1 ll_UDI ... ···il CERTIFIEDTM www.ahridi rectory.org Certificate of Product Ratings AHRI Certified Reference Number: 5318475 Date: 7/23/2013 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 4TTZ0060A1 Indoor Unit Model Number: *AM8BOC60V51 Manufacturer: TRANE Trade/Brand name: XL201 Manufacturer responsible for the rating of this system combination is TRANE Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): EER Rating (Cooling): SEER Rating (Cooling): 57500 12.00 18.00 • Retinga folowed by an uterllk (*) indicllte a voluntal)l rerate of prelliously published data, unless ~eel with a WAS, which Indicates an involunlal)l rerate. DISCLAIMER AHRIIIoesiiCitendorM ... produd(a)IAid on"* c:.rtlflc:a Pd INMa no~._._ or...,...... • to, Md-no ..aponallllly for, ... producl(a)IIRid on"* Certlllc:llllt. AHRiaxp!WSiy dlac:llllrns .. llllbllly for clanMigea of any ldnd lrialng out of ... 11M or performance of ... produd(a). or ... ~ lllnllon clct.l:llatlcl on"* Cerlflc*. Certlflld 11111nga-Ylllkl only for modek Md c:onftgurallona lAid In ... llr.aary et www.ahridirectol)l.org. TERMS AND CONDmONS n. c:.rtlflc:a Md b c:one.nts .,. proprietary producta of AHRJ. This c:.rtlflc:a shill only lie UMd for lndiYidulll, persoMI Md c:onfldentW ......,_ purpaNL The cone.n&s cltia Cel1iflcldllna.y liCit, In whole or In JWt, lie reprocluc«<; copied; ella 1mlllllllld; ..-.cllnto a compulllr detabMe; or GlherwiM utiiZIIcl, In any fonn • manner • ~any-. exc:ept for ... usar'slndiYidual, paraonal Md confldantlal......._. CERTIFICATE VERIFICATION -UDI The~ for~~ c:bcl on tia c:art111c:* can lie warllllcl et www.ahridirectory.org, lfl""!. :iii Air-Conditioning, Heating, c1c:k on "Venfy Certificate Ink Md ..., ... AHRI Certlflld ltel'ennc:a Number and the data on ... •• •• and Refrigeration Institute which ... _.... -llaued, which Ia lAid aboYa, Pd the Cartlflcale No., which lalstlcl below. ©2013 Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 130190561310982590 Florida Building Code Online Page 1 of2 . ,. -' R.CA!OAD'P Business Rorida Dep3rtment~! Business70 Professienal Regulation 11M,,ft!ti{$®Mtft t EMERGENCY . • MANAGEMENT '. BCIS Home I Loo In I User Registration I Hot Topics Submit Surcharge I Slats !I Facts Publications I FBC Staff IIICIS Site Map I Unks I Search ~Product Approval ~USER: Public User product Anpmv•l !·lenu > Product or App!IQ!tlon Se•rcb > Aoo!icatlon Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product 14anufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Nethod Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14239-R1 Revision 2010 Approved ' ,_ BNP International Inc. 4710 28th Street N St. Petersburg, FL 33714 (727) 458-0544 benmeng8@yahoo.com Xlanbln Neng benmeng8@yahoo.com Structural Components Anchors Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C2J Evaluation Report -Hardcopy Received FrankL. Bennardo, P.E. PE-0046549 National Accreditation & Nanagement Institute, 12/31/2013 Ryan J. King, P.E. D Validation Checklist -Hardcopy Received FL14239 Rl COl COJ.odf Standard ASTI'-1 01761-06 ASTM 01761-88 Florida Licensed Professional Engineer or Architect FL14239 Rl Egulv Egulv.pdf Year 2006 2000 http://www.floridabuilding.org/pr/pr _app _ dtl.aspx?param=wGEVXQwtDquDEJErtOSCei... 4/26/2012 Florida Building Code Online Page2 of2 Product Approval Method ~1ethod 1 Option D Date Submitted Date Validated 09/29/2011 12/13/2011 12/18/2011 01/31/2012 Date Pending FBC Approval Date Approved Summary of. Products FL# Model, Number or Name Descrlntlon ' Slotted Steel Tie-Down Clips, 1 n 14239.1 Steel Tie-Down Clip s:)stem {For Use with t4echanlcal and r t•lodels Units at Roof or Grade : Limits of Use Installation Instructions Approved for use In HVHZ: Yes Fl14239 Rl II Dwg.pdf Approved for use outside HVHZ: Yes Verified By: FrankL. Bennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports other: This design provides allowable capacities for the Fl14239 Rl AE Eval.pdf ' system. The required site-specific design pressure Created by Independent Third Party: Yes {demand) shall be calculated by others for use with this design . .. Dack Next ~ :: 1940 North f·!onroe Street. Tallahassee Fl32399 Mlpnc; 850·187·1824 The State of Florida Is an AA/EEO empfCr1er. Cooyrtght 2001·2010 State of Florida :: privacy Statement :: A«§slbl!ity Statement :: Re_fynd Statement Under Florida taw, e·mall addresses are publfc records. If you do not want your e·mall address releised In response to a public· records request, do not sond electronic mall to this entlly. Instead, contact the ornce by phone or by traditional mail. If you hove any questions ~arding DBPR's ADA web accessibility, p!ease contact our Wl!b Haster at webmast@r@dbor.$t§te n.us. Product Approval Accepts: ~~~11!1 I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCei ... 4/26/2012 ENGINEERING EX PRE Product Evaluation Report November 4, 2011 Application Number: FL #14239 FLB Project Number: 11-BMP-0001-01 Product Manufacturer: BMP International Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie-Down Clips, 1" and 2" Models Product Description: Steel Tie-Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of Evaluation: This Product Evaluation Report is being issued In accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 9N-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #11-BMP-0001-01 titled "Mechanical Unit Steel Tie-Down Clip Capacities: At-Grade and Roof-Top Mounted Applications", sheets 1-4, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Ultimate test loading structural performance has been tested in accordance with ASTM D1761-88 test standards per test report(s) #TEL 01970387A and #TEL 019703878 by Testing,Evf!!luatlon.~aboratories, Inc. ..~···~·--~~\\\\~ IL: b~· .. • STRUCTURAL ENGINEERING CALCULATIONS R~f;ed ~ti'ginMflftJ8aH~I~'(or Structural engineering calculations have been prepared which j ~~ges /Jib:. throu~ -~-0 \ evaluate the product based on comparative and/or rational ~ ' () ::. analysis to qualify the following design criteria: ~ 1. Maximum Allowable Unit Wind Pressures j~j~~·3··~~~~;;~~~ 2. Minimum Allowable Unit Width -- 3. Maximum Allowable Unit Height 4. Minimum Unit Weight 5. Maximum Allowable Unit Surface Area 6. Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates 160 SW 12TH AVENUE # 106 DEERFIELD BEACH, Fl 33442 PHONE! 954-354-0660 FAX: 954-354-0443 WWW, ENGEXP,COI4 ------c-::~--,-~~~~~ING. ~--~ ~~~,c"'·'-0"'· ,._ • •• • •••• • • ... November 4, 2011 BMP INTERNATIONAL-SLOTIED STEEL TIEDOWN CLIPS 1"/2" Page 2 of2 8. Maximum Allowable Additional Uplift per Clip in Combination with Lateral Forces (For Use with Rooftop Applications) No 33% increase In allowable stress has been used In the design of this product. Impact Resistance: Not applicable to this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (I.e. engineering drawing). Installation The product listed above shall be Installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (I.e. engineering drawing}. Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist ali superimposed loads and shall be of a material listed In this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shalf be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all limes. This product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 121 " AVENUE #106 DEERFIELD BEACH 1 fl 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW,ENGEXP,COM L B M P . I N T E R N A T I O N A L , I N C . MECHANICA L U N I T S T E E L T I E - D O W N C U P C A P A C m E S : A T G R A D E & R O O F - T O P M O U N T E D A P P U C A T I O N S tCENTtR OF GRAVITY ASSUMED TO Ac:T ATTHI! GEOMETRIC CENTER OFTHI! MI!O!ANICAL UNIT. MeCHANICAL UNIT MUST 81! SQUARE OR RECTANGUJ.AR. NO IRREGUI.AR SHAPES. _ / > " · . 1 S I I L B M I N . w e J G H T , G E N E R A L N O T E S : , · ' ' ' · - . . . / M I ! O ! A N I C A L U N I T , / ' · · , . P e R S ! P A A A T I ! 1 , T H I S I ' R O D U C T H A S D e v f D I ! S I G N I ! D A N D S H A l L D E f A D R I C A T e D I N , / ' • . . . a l l T ! f i C A n o N , T Y P , A C C O R D A I I C E W I T l 1 T H E R E Q U J R f M I ! I I T S O P T H e 2 0 1 0 f L O R I D A I I U I L D I N G / ' I . . . . . . . . . C O D e , P O ! t U S E W I T H I N A N D 0 1 / T S I O E T H E H I G H V E l . O C I 1 Y H U W C A N E Z O N E . ~ , • ' . · • • 2 . N O 3 3 • 1 / l " J i o I N C R E A S E I N A U O W A D L E 5 T i l E S S H A S 8 E E N U 5 E O I N T H E / . . . . _ , D E S I G N O P T H I S ~ . I , . ' • , . , 3 , O E S I G N I S I ! A S I ! D D N C L I E N T P R O V I D E D I ' R O D U c : T A N D D I E S H E E T S F R O M T E S T I ' · . 1 / ' ' I R ! P O R T S . ! m . Q . l J I 7 0 3 8 7 A , · ~ 0 1 2 7 0 3 8 7 8 B Y T E S T I N G E V A L U A T I O N ~ ' ' - . . I t C E N T E R O F / ' ~ ~ : - : . c ; : ~ ~ ~ ~ ~ ~ ~ W I T H O U T W R I T T E N A P P R O V A L S Y ~ . . . . . . . . . . . . . . . _ & G A A / , / 4 , A W l W A D L E D E S I G N P R E S S U R E S T O Q I J A U f Y C A P A C f T Y O F C L I P S A S U S T I ! D ! ~ · · - . . . . . . . , , ' v ~ ~ ~ ~ ~ E A ~ = l = ~ ~ ~ A N D A A T I O N A U Y ? I ~ s . R E Q U I R E D L A ' I l ! A A L A N D / O R U P U I ' T D E S I G N P R E S S U R E S C A L C U L A ' I l ! D P O R U S ! ! ~ / · - ' T ' · . , , s m \ . T I E • D O W N C U P S . = ~ ~ = , : g u . ~ ~ = : ~ ~ O N A S ! T " e · S P E C I F I C < : : l j j • · s E e D E T A I L l / 4 r . 2 / 4 I N G . M A X I M U M a M I N I M U M D I M E N S I O N S A N D M I N I M U M W P : t G H T o r M E C H A N I C A L ~ , A D D m O N T O T I E • D O W N U N I T S H A l l C O N F O R M T O S P E O F I C A T I O N S S T A T E D H ! ! R I ! I N , A U M E C H A N I C A L ~ / 1 S C H E D U L E I ' O R C U P S P E C I F I C A T I O N S ( c u : A A S P A C E , T O N N A G I ! , E T C . ) S H A l l . 8 ! A S P E R . / I ' I N F O R M A T I O N , T Y P . M A N U F A C ! ' U R E ! t R E C O M M E N D A T I O N S A N D l i R E T H E I ! X P R E S S R E S P O N S I B ! L I T Y ,.r- - I ~ . - - - . . _ - - , O P T H E C O N T R A C T O R . ~' · ' . , ~ ; , • : 7 , F A S T E N E R S T O D E 4 1 2 X ~ · O R G R f A T I ! R S A E G R A D E 5 U N L E S S N O T E D '• ")• M A X " / • · ; ~ ' 3 ' M A l ( J _ O T H ! I \ W I S ! ! . T A P C O N S R E f E R R E D T O H E R E I N S H A l l . B E ! T W B U I I . O C X D A A N D , I T Y P ~ ~ ' • " ' T Y P . ) C A R D O N S ' l l ! E L O N L Y , I N S T A L L E D T O 3 1 9 2 I C S I M I N C O I I C R E T I ! . s e e A N C H O R ·-..,/ _ ; · . ~ . ' · . . ' · , ' • . . · - / ' _ . , J ~ : ~ ~ ~ ~ D f o ~ 6 ~ = T ~ = ~ ~ ~ V I ! HOST STRUCliiRE DESIGN BY OTHERS,_/ . . ' - . , . . , _ , • ~ 0 ' - • . , ~ ~ . . . . . · + W o ' _ . . . / ' , . / 8 , A U S T E I ! I . C U P S S H A L L D E A S T M A 2 1 3 S T E e L ( G R A D E D ) W I T l 1 f Y • 3 3 1 C S 1 O R SEE TIE-DOWN SCHEDULeS FOR ' · · ' · · . . ' ! ' l l f " . . . . , . . . . . . . . _ . , , , ' . . , . : / ~ ( \ D E T T I 9 t . A L L S T E E L M E M B E R S S H A U . D E P R O T E C T E D A G A I N S T C O R R O S I O N W i l l i ALLOWABLE SUOSTRATES. lim: WOOD ' . . . _ · · · · ~ ~ ) ! l . 1 / ( " ' / ' ~ ~ ~ A N A I ' P R O I I E O C O A T O P P A I N T , ! N A M I ! I . O R O T H E R A P P R O V I ! D P R O T I ! C T I O N I N MeMBERS MAY NOT~ usm fDR · · . , · · · , , ' ' · ' · · 3 • M A l i ' · · . . . / ~ ~ ' ; ; : ~ ' A C C O R D A N C e w m 1 T H E 2 0 1 0 F e c s e c n o N S 2 2 o 3 . 2 A N o 2 2 2 0 . G 9 0 · A A T E O ROOF-TOPAPrUCATIONSPERFDC1522. ' - . . . , , · · · · , ' • _ - T Y P , / ' ~ \ o f ' , . , 4 . ~ C O A T I N G R E Q U I R E D f O R A U . C O A S T A L I N S T J I I . I A T I O N S . ' ' " { , · - . . . . , 3 . M A X . , / ~ Q O 9 , A I J . C O N C R E T I ! S I ' I ! C F I E D H E R I ! I N I S N O T P A R T O P T H I S C I ! R T I ! ' I C A T I O N , A S A l u z . . . . . _ J . . . . . . ~ < ( ~ ~ . . . 8 l ( ! a Z o , . , . . . , O " ' G ! : ! : j ! ! , _ . ~ o " ' ~ ; r l 1 - " ' " ' ~ < ( i l r : - . . ~ I ~ ~ ~ DOUBLE CUP OPTION• ~ l . . . : : , , . m . ; , . / , . . . . . . . . " ' ~ M I N I M U M , A L L C O N C R E T E S H A t L B E S T I \ U C I ' \ I I I A L C O N C R E T I ! 4 ' M I N . T H I C K A N D ~~:::.!~~~.'=c!_~.:.._:~:::::.:~· ' y • ' 1 : S H A L L H A V I ! M I N I M U M C O M I ' R E S S M S T R E N G T H O F 3 1 9 2 P S T , U N L E S S N O T E D (2) TOTAL cuPS MAY ee USED AT EACH CORNER (O N E E A C H O N I _ , . - - O T H E R W I S e . OPPOSING CORNell fAC5. 3" FROM CORNER APEX, T O T A L O F ' - . . I . / 1 0 . A l l . W O O D M E M B 1 9 1 S S H A l l O E P R E S S U R E T R E A ' I l ! D S O U T H E R N Y E L L O W P I N E (8) CUPS PER UNIT POR THIS OPTION), I!AOI CUP S H A l l . N O T G R A D E I J Z W I T l 1 S P E C F I C G A A V I T Y G • 0 , 5 5 O R G R E A T E R . D l l t E C T 5 j z ~ ~ ~ t : c : : : . . . ~ 5 U J 0 i E , J ~ 1 - ; : : t ; ' i ) : < ~ . . ~ ~ l e>CCEED :l" MAX OFPSET I'1IOM END 01' MECHANICAL U N I T A S C O N ~ O N T O W O O D M E M B e R S / S L E E P E R S I S N O T P E R M J m O F O R R O O F · T O P =~~~~.:gr:~:==~CI . O S E R M E c H A N I C A L u N I T 1 1 . ~ . i " ~ ~ " ' : ~ ~ ~ r ~ ~ 5 2 J ! N S U I . A T E A L L M I ! M e i ! I I S r R O M a . % ~~~~-see SHEETS 21111 FOR MORE T I E - D O W N I S O M E T R I C ~ ~ ~ M A T E R I A L S T o ! ' R I ! V £ N T r u c m o L Y S t s , l . e . . A L U M I N U M P E R F . o . c . ~ C ) ~ 1 • • 1 • - o - I S O M E T R I C 1 2 , E l e c : r R J C A L G R O U N D , W H E N R E Q U m E D , T O 8 E D E S I G N E D I I . I N S T A l l E D 5 Y • F O R . Q . A R ! T Y , T H I S I S O M E T R I C O N L Y S H O W S l " C l i P S , T H I ! I S O M E T R I C l ~l I L A Y O U T I S T Y P I C A L F O R B O T H 1 " A N D 2 " C U P A P P U C A T I O N S . 2 " C U P S S A R E N O T C E R T I F I E D P O R A N C H O R A G E T O C O N C R E T E . i TIE-DOWN CLIP DIRECTIVE E X A M P L E ~ (tHe' FOUDWING l!XAHPle ILur.;mA.TtS 'nil! PRoceDURe U S E D T O o n t i U 1 1 N i e n t l ! ! H A X I M U f 1 A L L O W A O L ! W I N O P R e 5 5 U f U ! f O R A N Y G M N H f O t A N I C A L · · · · · - - · · - - · · - - - · - - - - · - j; DIM~JOH Rf!mUCTlONS US'1m H!IWN. SfE SH!eETS 21 3 f O I \ T 1 1 ! - o o w N S C I 1 1 ! 0 U l . f S . ) ~ MECHANICAL UNrr CRITERIA: ! COHS1DOR THO INSTALlATION 01' (I) MlOW<ICAI. UICIT WI T H T H E F O L L O W I N G C R I T E R I A • lG.TAU.x )C• DeeP:x 24•W1De', 150 t.aWfi:GHT ASVCRJf l m D ' I ' O T H I ! R S . l N S T A U . t O T O 3 1 9 2 k S l M f H , C O N C R m A T t : R A D J ! A S V t R l f t C D f J Y O " M i e R S . oiJnrFntti1F. u PNOCIDUitl STIJI O T H E R S , • 1 3 . T H E A D E Q U A C Y O P » t f I ! X I S T I N G S T R U c : T U R ! T O W I T H S T A N D S U P e R I M P O S E D I ! ~ ' ' f L O A D S S H A L L D E V E R I F I E D I 3 Y T H E O N S ! T E D E S I G N P R O f E S S I O N A L A N D I S N O T 3 ; ; ; ' ' ' ' I I N C L U D E D I N T H I S C E R T I F I C A T I O N . I ! X C E P T A S E X P R E S S L Y P R O V I o t : D H E R I ! I N , " ' ! ! N O A D D m O N J I L C E R T I F I C A T I O N S O R A f F I R M A T I O N S A R E I N T E N D E D , ~ " a 2 1 4 , T H E S T $ T ! M D E T A I L f D H ! R E I H I S G E N E R I C A N D D O E S N O T P R O V I D E G 0 : , 1 u I N P O R M A T J O N F O R A S P E C I F I C S I " T I ! . f O R S ! T " e C O N D m O N S D l l ' f ! R E N T F R O M " ~ ~ T H E C O N D m O N S D E T A i t : E D H ! R I ! I N , A U C E N S ! O E N G I N E E R D R R E G I S T E R E D J : • • , ' a l i A R C H n ' l : c : T S H A l l . P R E P A R E S I T E S P E C i n C D O C U M E N T S F O R U S ! I N , I ! C O N l U N C T J O N W I T l 1 T H I S D O C U M E N T . I I 1 5 , W A T ! R • T I G H T N ! S S O P E X I S T I N G H O S T S U B S T A A ' I l ! 5 H A I J . e t ! T i l l ! F U U . ' ! ; R E S P O N S I B I U T Y O P T H e I N S T A W N G C O N T R A C T O R . C O N T R A C T O R S H A L L I ' E N S U R E T H A T A N Y R E M O V E D O R A L T E R E D W A T E R P R O O f i N G M ! M M A N E I S ; ! I ~ ~ ~ ~ ~ N ~ ~ ~ ~ ~ ~ ~ : : J ~ ~ : o : ~ ~ ~ E P R O P O S E D ~ 3 i ; W A T E R P R D O ! ' I N G O R L E A K A G E I S S U E S W H I O i M A Y O C C U R A S I Z • • • • ' . . . W A T I ! R • T J G H T N ~ S S S H A L L B E T H e F U U . R E S P O H S I D I U T Y O P T H e I N S T A L l i N G C O N T R A C T O R . 1 1 - B M P - 0 0 0 1 l ! C A L U N I T U N J T H l ! l G H T J S 4 8 • I I C A U I N , T , I ' I . J Q l t A G I D C ' f C ! t ' ! T l O N J ~ CONCLUSION! MAXlMUM .WOWAIIU! LATI!RAL D!SIGN POI!S S U i t l ! • ~ 1 l J I ~ ~ j 'ff:';ft,~ VAWE 70 THI! SEI'IWoTI! srTI! Sl'fCTI'IC lf«ll J T R E O ~ W 1 N I ) , . _ I ! S S V 1 I . ' . I ' R O V 1 D E D . y A J J a N S f : D I ! N G T N f f ! R O R R E C t S m l l ! D A R C H r m ; r : N r 1 T I N C 1 . U D E O I N T H I S l J ~ .· ~---l'l !I il i i' i ii i' fl l iJ ~ 1" STEEL CLIP TIE-DOWN S C H E D U L E : A T G R A D E I N S T A L L A T I O N S : > P R E S S U R E ! A N C H O R T O H O S T S T R U C T U R E I IAAX1IA1JIA SUR!'AC1! UNIT I 1 2 1 C U P S A T E A C H I l F a C L I P S P E R l i i i T f AREA 01' UNITS LARGEST FACE HEIGHT UNIT WIDTH S H E E T M E T A l . S C R E W Hl 1;;cr-l· 11FT' 20FT' ::::: eo•MAX WIAIII 311FT' B f A 1 i ' 0 1 1 o i O I T O S T E E l . W O O O S C R E W T O w o o o 9 1 P S F 4 i P S F T A P C O N T O C O N C R E T E 1 0 0 P S F - ' i i i O ' P S F 1 7 P S F 5 i i T 3 i - . - o i m 3 i P i ' 2 7 " P l S H E E T I A E T A I . S C R E W T O A I . U I A I N U I A 1 i i i f P S F i O i i P S F ; s F 3 1 ) 1 2 7 1 ~: ~:"~"":t ~=eg,~ ~ : ~ ' ; " ' " " W I T H ( 3 ) · . t 1 2 S A e C I W > ! S S H m ' M I ! T A I . S O i e w s . ( ( 5 ) - s l i m ' M ! T A L S C R W - : ~ - r O k L O N C O J P S , ! : ! ! ! O I ! T A J t . l f • , ) 2.1, At.UMINVM HOUSING UNttS SHAI.L IE IOG3• l ' 6 M I N . A L U M I N U M S H I ! ! T , w m t P ' t y • 3 0 K S f , G . 1 2 s - M 1 H . T H J O C H ! S S . z.z. ST1!!I. HOUSING tift ITS SIW.L IE 331CSI MIN . S T ! e l . , G A A O ! 3 3 , : t 2 G A M I N , ( t - a . O Z W ) . 3. MAXIMUM ALLOWAIILI WIND M!SSUAES l'OIIIlA C H I I O D M O U A L S U I S T R A T ! M A Y 1 5 1 E Q U I V A I . l ! I I T D U E T O T H E L I H I T I N G ~ f i i : I T Y O l ' T H I ! 1 " C L I P , 4, A HAXIMUM ALI.OWAIILI! VALU! 011' tOO 1'$1' HAS D I ! N l J 1 1 1 J Z f 0 ; r O l l I < I C H £ 1 \ D I ! M A N D ~ A C T l l S C O N T A C T T H t S E N G I I I W I F O R S l ' r t • S P [ C l F I C E N G I I < r n u N G . ANCHOR SCHEDULE: SUIIS1"RAT! I A N C H O R CONCki!TE• 1 c1 ~ · " C A i t i J O N s r e a n w e u n . o e x T A P C O N , t ~ · · F U U . 1 9 4 D E D T O C O N C R ! n , 2 3 i · H J N . ~ O ~ O U U ! N Q ' ! ' P S : S > I E E T I A E T A I . S C R E W T O S T E E l . F 1 C I O P S F n P S F : ; I P S F . c : I P S F ~ I P S F I P S F I P S F 1•• THtOC MIN,l1J21(SI MIN,) 1 ! D C 1 D I S T A N C ! , 3 " M I N . S P A C I N G T O A N Y A D I A C I : N T A N C H O R . ALUMINUM: I (1)- 6 1 • w G R A D ! s S H E E T M E T A L S C i t f W T O A L U M I N U M . P f t O V I D I ! ( 5 ) P I H O I ! S M I N . (O.t>S" HIIO, ntiCJC. G061·T6 MIN, AlUMINUI<) MS T - I ! A O l ' W O ! r o k S H I ! E T M I ! T A L S O I ! W , 1 , ~ M B e O M C N T A ~ D f O G ! : D I 5 T A N C I ! e x a . l J D e S F I H I S H ! $ , I J f A P f ' U C A O I J ! ! . : Z , E N S U R E M I N I M U M E D G e D I S T A N C ! I t S N O T t D I N A H Q f O R ! i o t f D U I . L ST!I!I.: (0.125" MIN. THtOC, ll KSI MIN. STI!l!l.) (1)-' 1 4 S A ! G R A D ! S S M C I ! T M E T A L S 0 1 ! W T O S T ! f l . P R O I I I O I ! ( 5 ) P I N C H ! $ M I N . P A S ! ' -I!A O P l A N t P O R S M m M E T A L S C I I t w , SI!Al.!O WOOO: I (t)-• 1 • W C I W > ! 5 W O O O S C i l i ! W T O W O O D . . , . . . . . P R O I I I O ! 1 1 ! " M I N . T H U A D (SOimli!RN YELLOW PINI!. G-a.S$ OR &m'!ll) P!NI! T R A n O N . t " M I N . < D C ! O I S T A H C ! . l " M I N . ! N D O I S T A N C I ! , 2" STEEL CLIP TIE-DOWN S C H E D U L E : A T G R A D E . I N S T A L L A T I O N S : T M U : L C C ! ! ! N Q : c = : : > - D ! N < m s E X A M P L E V A L U ! 1 ' 0 1 1 U S ! W I T H C O V ! R P A G I ! O I R f C l ' I V E ~ - D ! N O T E S V A L U I ! S N O T A m t O V ! D r O ~ U S ! M A X I M U M A U . O W . u s t . l ! t . A T E R A L . W I N O P R E S S U R E ( A N C H O R T O H O S T S T R U c : T \ I R E _ ) HAXIMUM SUIU'ACI! UNIT HI!IGH'T UNIT WIDTH 1 l C L I P A T E A C H C O ~ E R f f c f f A l : o ~ ; . , - C L I P S P e R U N m I ! 2 1 O J P S A T E A C H C O R N E R ! T O T A L O F I d . J P s P E l l U N i n ARI!AOII'UNITS LARCI!ST FAC! S H ~ = : w l S H C £ 1 ' ~ ~ C R r W I W O O ~ ! W T O ~·-r- 1 0 0 P S F 1 0 0 l t ' S F •a • MAX 2• " MilO G 7 P S F S O P S F J O P S F }Of'Tt~- - 4 1 P S F 4 1 P S F :fTI 48.HrM ; ; : ~ ~ ~ = 311FT' . ~ l O O P S P ' 1 0 0 P S I " 6 J ' i i S f 5 0 P S F ~ 4 t P S r l l P S P 2 7 P S i S H t ! ! T M E T A t . S C R ! W T O A L U M I N U M 1 0 0 1 ' $ 1 ' t O O P S F ' i O G i S F ' X I P S F 7 4 P S F 8 0 P S f 0 4 P S F S l P S F • • P S r 1. n~·DOWN QJPS SHALl. De PAS'T'eNI!D TO MfCHANI C A I . H O U S I N G U N I T W [ T H ( l ) - . f U : o A e G R A O e 5 S H ~ ! T H I ! T A I . s a t . e w s . 2. MEOiANICAI. HOUSJNCii UNIT SKAU. CONPOilM TO T H I ! P O U . O W J N G : 2.L ALUMINUM HOUSING UNITS SHALl Bl! UJ&Jo.TI M I N . A L U M J M J M S H ~ I ! T W I T H F \ p 3 0 ~ G . 1 2 s - H t N . T H 1 C K N ~ S . 1.2-ST!!L HOUSING UNilS SHAll. Ill! lJKSt HIM, S T E E l . G R A D E 3 : 1 , : U G A M I N . ( t o O . O l W ) . l. A MAXIMUM AUOWADC.e: VALUI! 0, 100 ..S, HAS De e N u n u z e o ; F O R H t G H e A . D t ! M A N O C A P ~ S C O N T , t . C T n u s ! N G I N r D l P O R SJT!..~'JC !NCIN!!JUNC. ANCHOR SCHEDULE: S H E E T M E T I U . W O O D s a t M T O S C R E W T O s n : a , . W O O D 1 0 0 P S F 1 0 0 P S F 1 0 0 p S F " 1 0 0 P S F ~ - - - - - r D O i S F 9 9 P S F 9 0 P S F 7 4 p r . . f 7 4 P S F B O P S f B O P S F 6 4 P S F 6 4 P S F S l P S F ~ P S f l 4 4 P S f 4 4 P S f SUISS'TitATI A N O I O R A N O ! O R S M D l l l f N O ' ! ' ! ! ! : (O.l25'" MIN.~~~ MIN. ALUMtMJM) ~ ~ ~ ~ ~ ~ : r r i ' A ~ ~ ~ T O A L U H I N U M , P R O V I D I : ( 5 ) P I N O i f S M I N . ~ ~ : : : = : : . ! ~ ~ D D = ~ r : s ~ ~ 7 N ~ o : ~ · _,.,-I -· -· • - · - - · - - - - · · - W O O O S C R £ W T O W O O D 1 0 0 P S I ' 1 0 0 P S 1 ' n P S F : ; a P S F • > P S F • 7 P S F 3 7 P S I ' 3 1 P S I ' i i S F u ~ ~ . . . J - < ( i ! : 5 ~ z ~ ~ . . . 8 o - ~ ~ ~ j : : ! ~ . ; : : : : I l l < ( t ; ~ ~ ~ ~ ~ l ' l ? . ~ W o ~ i ! : - ' ~ S t i i 0 . : c ~ c o ~ ~ i t ~ 3 _ ~ • • • • ~ ~ ~ • . i v I ! . . . . I i i . , , r ' i J i l / 1 1 Q ~ ~ ~ H . . . J f , I ~ ; : ~ I i i C ! g a J I I ' I ' I a l ) ( f H W I I . L ~ , . . t . l l · B M P - 0 0 0 1 S C A I . « I N . T . : ! , ! 0 1 P ' A t C D l S C i t i i i ' T J O N r ll B, J ~ i' ~ ~· J ll ~ li ! ~ · t l t O O n ' O ' I J I S T A W I T 1 0 1 t S $ 1 W . L C O i f r O i t H T O I I . O I J 0 4 a i i U J l J I G C J : : J « s t r n o l l J S O . ( A i f O J U 1 1 ' 0 1 t H t M Z ) W H I C H U 0 U U t t S ' * I ' N X I ' H C J ! C I ( r l O H ~ C ~ W t t C A L u r r n s • H C U V f i O O N C U 1 U 1 S a A I S C ' O A . H I I t t M M 0 1 ' • I I I C i r . l A I I O l C T J f l ! I I D O I ' S I M I ' A C I ' • C l l f W H U l ' I I O O n l l l l X A F U W ! c n t i i D « N l A T H r H E u m ; . O N U J S t D t Q C i f l f ' f U r $ l W ' O i f ' f W ~ A H I N N M C U A A M i a ~ l t i H r l l l ~ w m t S l ! C T 1 0 N J S f f N I O I O I I J G 0 1 1 N ~ C O M J O M W J T ~ ~ t M A C ~ H ~ N r , A I Q O I I I H A I ~ " ' » e ' I I O O n N G S ' t : S R H . N t r a A U e M . s c . w o t r u r ~ U Z r t ~ w t r H . , . _ D e S H : M S ~ W t . H - ' W ~ J r D O O # f t N T A T I O N ~ 1 1 1 1 l Q U T t . W O J $ O V T S J ~ n ~ ~ O / ' t O F T H t S C D I " " " " 1 J O N . z. 2.1. A D D I T I O N A L A L L O W A B L E U P L I F T : 9 0 L B S / C L I F ' U. ST1!1!1. HOIJSIIIG UHOS SH A U l l ! 3 3 l < S I M I N . l. KAXIHUM ALLOWAIJL£ WIND Pll l E S S U K E S f O I \ E I \ O t I N D M O U A L S t i i i S l ' R A T E M A Y D l ! £ Q C J 1 V A L C H T D u e : T O T H ! U M l T I N G C I \ P A C T Y O f T H E 1 " Q J P . A MAXIMUM AU.OWADI.e VA.t.Ue O f l l O O P S I H A S D f i ! N U T l U z t D : F O R H t G H C R . O C M A N D C A P A C T T l C S C O N T A C T n i t S t N G J N & R f ' O R S I ' T L . . S P C C A C I!NGINmtiNG. ANCHOR SCHED U L E : SUIISTIIATI! A N C H O R CONCRI!T!: (4" THICK MIN. 3192ICSI MI N . ) ( 1 ) ~ · ~ C W I O N S T t i ! I . I T W D U I I . O O C T A P C O N , 1 ! 1 " F U L L O I D E O T O C O N C R J m ! . 2 \ 1 " M I N . I ! D G e O I S T ~ 3 • M t N . S P A C I N G T O N t f , \ O l A C ! N T A N 0 1 0 R . N..ut4lNUM: I ( 1 ) - • t • ~ G R A D e 5 S H m H f T A L S C f t : ! W i O A W M I W M , P R O V I O ! ( S ) P I N C H E S M I N . (0.125" MIN. THIOC. GOG1•TG HIM. A W M I N U M ) P I \ S T T H R I ! A O P L A N ! F O ~ S H E E T M E T A L $ C i t f W . ST1!I!1.: I ( 1 ) o l 1 4 S A ! G R A D ! 5 S H E E T M E T A I . S C R f W T O S T I ! E I . , • • C M O E ( 5 ) P I N C H E S M I N . P A S T (o.t25" MIN. THIOC. 33 I<SI MIN. S T I ! ! L ) l H I I f A D P L A N E F O R S H m M E T A L S C I I I ! W . 1. EHII!OHI!HT AND EOGE OlSTAH C I ! I ! X C W O E S I ' I N l S H • S , U A l ' f t . I C A D I L Z. ENSURe MINIMUM EDGe OISTAH C I ! A S N O T ! O I N A N C H O R S C I < I ! D U I . E . • - - . . , • - • • - • • • - • - u - . - - • - - - • • • • ~ " ' ~ ' _ . . ' " " ' " ~ ' " ~ ~ • e o ' " " " " 9 0 L B / C U P A S A O D m O N A L U P U F T I N C O M B I N A T I O N w r r t f U P U I ' T C A U S e D B Y O Y I ! R T U R N J N G I ' R . O M l A T e R A l . F O I \ C ! S . S ! l ! A S C ! 7 • 1 0 S E c n O H 2 9 . 5 I ' O R . M O R I ! 1 N F O R M A T J O N . ) 1 A L I . Q W A a ! & . ! l t l o l f ! P f 1 1 U N I T I S l l o \ S E O O N T H E N U M B E R . O F C U P S U T l L I Z f D X 9 0 L . D / C U P ! X A M P L f : . . Q l P S X 9 0 U I I C U P • 3 6 0 1 . 8 ( ~ I M I ' r D I ! H A N O S H A U . I J J ! ~ / f H 1 T ' t o O N A S 1 T f ~ C ~ r i Y L I C l ! N S r D D I G / N t ! f R D / 1 n i ! G l S T I ! f f E D A A C H r r t e r ; N O T T N C l . U f > t o I N ' T H I S C E J f T 1 1 1 C / 1 . 1 7 0 N I ~ : ~ • D O I O T l S V A L U I ! S N O T A P P R O V E O F O R U S f 2" STEEL CLIP TI E - D O W N S C H E D U L E : R O O F - T O P M O U N T E D I N S T A L L A T I O N S : I j I j M A X J M u M A L L O W M ~ U ! L A T f R A L w r N o P R e S S U R e C A N C H O A . r o H O S T s n u J C T U R e l = j ' ' " ' " ' " ' . a . T r . & l " t . . r n • , . . I , \ n 1 ~ A T P " A ~ r n a M I R HAXIHIM SURFACI! NtfAOI'UNII'S l.ARCfST PN:I!. UNIT HEIGK1' .ca• MAX U N I T W I D T H 2 4 • M r H GO .. HAX I 4 1 P M 1 H 1, Tli!•DOWNa.J..S SHAU.BI!! FAS m f ! O T O M ! C H A N I C A L H O U S I N G U H I T W I T H ( 3 ) 4 1 . 2 S A ~ G M D I ! 5 S H 1 ! 1 ! T M e T A L S O [ W S . Z. ""CHANICA!. HOIJSil<G UHIT SH A l l . C O N I ' O i t l ' l T O T H e f O U O W i l < G : 2.1, AWM1NUM HOUSING UNITS S 1 t A U D e G O I O • T 6 H I N . A L U H I N U H o : H I ! E T W l T H F l y - 3 0 K S I , O , l 2 S " H ! N . T H l O O ' I f S S , 2..2. snn HOUSING UNtTS SHAl L D l ! ! l l k S I M I N . s n : a . , G R A e f 3 3 . l 2 G A M J N . ( t • D . 0 2 ? 9 1 3. A MAXIMUM AU.OWAWl VAWI! 0 1 ' 1 0 0 I ' S F H A S m N U T I U Z ! D : f O R H I G H e R D e ! W I O C I J ' A O l l e l : C O I I T A C I ' T H I S J : N G I N • e ~ t r O I \ SIT!•SPECinC CNGlNEI!>IHG. ANCHOR SCHEDU L E : SU8STKATI! A N a t O R AlUMINUM: j ( 2 ) - 1 1 4 S A e G R A D ! 5 S H ! f T ' M ! T A L S C R ! \ Y T O A W M I H U M , I " R o v t D ! ( S ) P f N C H B M I N . O,tls-MIN, nno<, GD5l•Tt HlN. A U I H I N U H j P A S T T H ' R I ! A D P l A N e F O R S H t : ! T H E T A L ~ . sna: / t : z r • t • S A E G R A D e s s H f E T M E T A L ~ E W r o S T E E L . P R O V I D E ( 5 ) P J N 0 1 1 ! S H I N . P A S T (IU2s-HIN. nnoc., 33 KS1 MrN. S T ! ! L ) T H i l l ! A O P L A N ! ! 1 0 f t S H f f ' T M f ' T ' A l S O Z W . I. I!MDeDMeNT AND !DC! DISTA N t ! - - - · - - _ _ . _ . . . . . . . . · - • ~ . . . . . • · · · ~ ~ ~ c : s ~ = : : : I S Z 1 H 1 1 t H V H I } t i i H I O t l f i ( J C I I M S M \ T M X V H O U N T t D H t C H A I I f C A L L I Y T t 5 M H D t . t V R O O N c u u s u n a A ~ O I ' • I N C H t : J A I I O i t 1 t f t ' f l t O O ' S U I V A C t . C l o 1 l l ~ I I I O O n N Q H A 1 t A W S l ! r l t N O K M ' A l H H W I T . . O l f l r A I ! Z O f Q U R " H I H f S & I ' I ' O i t f S M . 0 1 1 1 t H t 1 1 G A H l 1 f 1 N f M e t t N W « X 1 1 t 1 0 H T 1 1 1 A O : O f i ' O W C t w r m S « : r ' l O I I I . m f N i f J / O I I I S 3 % 1 Y T M I U I U N I I I : ~ J ' O I ' t l l l f f r . V M I ~ · O ' I A C ' . l ' H t N T , . ~ H A J N r t l t N K % ~ J H t l t O O f ' J t r G ~ . N t ' f Q . U O r l 1 t ~ U I ' l U Z I O W P ' H n G D C S I G I I S I W . L I U . V f ! $ C M M R ' / X J C U H I ! I t T A T I O I I ~ J K r r G i f n 1 A N 0 1 5 ~ » C S C O I ' I I O i l H t $ c n m n t : A J ' J O H ' . A D D I T I O N A L A L L O W A B L E U P L I F T : 9 0 L B S / C L I P ( D E S I G N T A D U ! A C C O M 1 1 0 0 A T I ! S M A X 9 0 L 8 / C J I I A S A O C J T J O N A L \ W 1 J f f I N C O M D I N A T I O N W I T H U I ' U f T C A U S C D 1 1 Y ~ T U i t N I H G F 1 1 0 H L A T E I I A L f O i t C I ! S . S f f A S C I ! N O S E c n O N 2 9 . 5 - M O R e l l l f O R H A T J O N . ) I ~ - L L 9 . ! 1 ~ ~ 1 . 1 l Y J I ~ : . \ . ! ~ P f ~ U N I T J S D A S E D O N 1 T H ! N U M B E R O F Q J P S t i T l U 2 E D X 9 0 U S I C U P ~ P l . l ! ! . . a . I P S X 9 0 L n / O J , • 3 6 0 L f l . ( I < E Q U T R E D t m . 1 F T D I ! H A N D S H i l U l J I ! o r n : R H I N £ D 0 / f A S 1 T I ! S P E C / F 1 C I I A S 1 S & Y U a N S t o 0 / G I N E i i l l O R l t E G I S ' T l J R « ) A A C i i t n C T ; / l i O T J N C I J J O E O I N T H I S C J ! R T l n r : A T l O N ) T A I \ l l ! l ~ C ~ D : ~ • D t N C J T ' 5 V A L U E S N O T A P J I R O V E O F O R . U S E u z " ' . . . . . . ~ a ; ; i - ' . . . . ~ : > < ( ~ ~ ; : ~ z o . . . . . . . . Q l ' l . o ~ ~ ~ ~ : . . . . . t ; l i . . . . . . Q ~ ~ ; ! ~ ~ ~ Z ~ ; ; ! S , ~ ~ 0 : : N I i i • • : : > < W o a . f : o f o 1 - ; : : , . , u ; ; z z " ' " ' , . ~ . . . . . ~ 0 . : 1 : : : E c o 1 1 1 1 a • a d l ' ! I I f l : g ~ ! ~ ~ ~ ! I I I o ! • r • I l L . ~ f l l i i « ' - K J I M D O I " . l 1 1 - B M P - 0 0 0 1 K A U t N . T . S . j Q : l U , G . . l . P . , ~ . t ! f . ~ l " ' ~ 2. ENSW MINIMUM CDGE DJSTAH ~ 2: ENSWHINiMiiM ""cOOitDJST N f C e A s N o m , w · A " ' N C H O R ~ ' " · ~ • D t N C J T f S V A L U E S N O T A P P R O V E D F O R U S E ~iL_- = ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ L ~ ~I I f iii ~ ~· f i j !1 •FO R A N ' f a . J P L O N G e R T H A N 1 0 • l/ T I U Z E ( 5 ) · • 1 2 S A E G R A D E S SHI! I ! T M I ! T A l S C R e W S ( P R O V I D E 2·MI N . S H I ! I ! T f o < I ! T A l S C R e W S A T T K ! T O P O F n < ! C U I ' ) ' I Y I ' . 'l ~o.J7S" ' I ! ·.16•'Y"' "-<~!' f'l".t 1" CUP ISOMET R I C D E T A I L Q/N,T.S, ( O T H E I I . D I M E N S I O N S S I M i l A R ) l S O M E T R I C 2 " C U P I S O M E T R I C D E T A I L I S O M E T R I C M E C H A N I C A L U N I T B Y O T H E R S . A l U M I N t i M H O U S I N G U N I T S S H A U . 8 ! 6 0 6 3 • T 5 M I N . A L U M I N U M S K E E T W f T H F t y - 3 0 K S I , 0 . 1 2 5 " M I N . T i i i O < N I 3 S , s n : n H O U S l N G U N I T S S H A U . ! ! J J K S I M I N . S T E ! L , G R A D E 3 3 , 2 2 G A M I N . ( t - 0 . 0 2 9 9 " ) . B A S E O F U N I T S H A L L ! ! F L U S H W ! 1 l f B A S E O F o . J P , N O S P A C E P f R M l T T ' E O , l Y P . ( 3 ) - U 2 S A E G R A D E S S H E I ! T M I ! T A L S C R E W S T H R O U G H o . J P " T O M E C H A N I C A L H O U S I N G U N I T B Y O T H E R S . P R O V I D e ( 5 ) P I N C H E S M J N , P A S T T M I I . E A D P L A N ! F O R t ' A O I S M S , T r P . 1 " T I E - D O W N C U P f ' J " ' \ A N C H O R D E T A I L ~ 3 " • 1 ' - Q " D I ! T A I L M E C H A N I C A L U N I T 8 Y O T H I ! R S . A l U M I N t i M H O U S l N G U N I T S 5 1 - f A L L 8 ! 5 0 G J · T G M I N , A L U M I N U M S H ! I ! T W 1 1 ' 1 ! F l y • 3 0 I C S ! , 0 , 1 2 5 " M I N , T H I C K N E S S , S T E E L H O U S I N G U N I T S S H A L L B E 3 3 K S I M I N , S T ! ! l . , G I W l E 3 3 , 2 2 G A M I N , ( t • 0 . 0 2 9 9 " ) . I ! A S E O F U ! ! I T S H A U . D ! F I . U S H W ! 1 l f B A S E O F C U P , N O S P A c e P E R M J T T m , T Y P . o . J P I S D ! S I G N ! D I ' D R F U L L C O N T A C T W I T K T H ! B A S ! O F t ' A O I M E C H A N I C A L U N I T , T Y P . ( 3 ) - # 1 2 S A ! G R A D E 5 S H E E T M E T A l S C R E W S T H R O U G H O J P T O · M E O I A N I C A l H O U S I N G U N I T B Y O T H E R S . P R O V I O ! ( 5 ) P I N O I E S M I N . P A S T T H R E A O P L A N E F O R E A C H S M S , T Y P . 2 " T I E - D O W N C U P a \ A N C H O R D E T A I L \ _ V J ~ • - o • D I ! T A I L o . J P I S D ! S I G N E D F O R F U L L C O N T A C T W I T K 1 < 1 ! l i A S ! ! O F E A O I M E C H A N I C A L U N I T , T V P . u z & ! , _ . a < l i E . : ~ z g ~ ! : l . u O " r t ~ ~ ~ t : i . , 1 . . . . . . . . < ( ~ ~ ~ ~ Z ~ : : ! ~ ~ o : : N ~ ' ; : ' : : > W o i E I 1 - ; ; ! t i z . . . . . . . 0 . . > : ~ c o m l ~ ~ ~ ~ 3 . . · d ~ . i • l ~ ~ . . . . ' ' I • . , l , ~ . . · · r l l · h i 5 ' 1 1 ~ 1 . 1 . 1 H i ! l ~ ~ ~ : ! l ~ ~ < 1 0 1 ~ ~ I J W I I C L . I C J I W I I D O P ! . 1 1 - B M P - 0 0 0 1 : I I C A I . I I t N T . S . ! ' 0 1 ~ Q . ~ ~ ~ ~ J " 4 ~