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Product Approval (3)
Aay _0Z5ST. COUNTY BUILDING DIVISION REVIEWED FOR COMP IANCE REVIEWED ItY DATE �► PLANS AP„t3 FERMIT MUST BE AF ®N JOB MIAMI-DIADE OR NO E SPECTION WILL BE MADE. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidndg.Eov/economy CGI Windows and Doors,Inc. 10100 NW 25th Street Miami,FL 33172 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; , `36fl" lg' � uminumlSn Leong F>Indow--L�MiL APPROVAL DOCUMENT:Drawing No.W05-04, titled Series"360"Alum Single Hung Wdw. (L.M.I.), sheets 1, IA, 2,2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 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 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 NOA#12-0822.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ! NOA No.15-0512.07 MIAMI•DADE COUNTY Expiration Date: May 05,2020 Approval Date: September 03,2015 Page 1 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No. W05-04 titled Series"360"Alum Single Hung Wdw. (L.M.I.)",sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 a series 7500 PVC fixed window, to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. 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 a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 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 a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA--3056 WC, dated 04/16/15, signed and sealed by Ramesh C.Patel,P.E. ManuEol ere ,P.E. Product ContEx miner NOA N -0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Aix 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) Small Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A-A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AA IA 1302.5--04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J. Abraham,P.E. 1 (Submitted under NDA No. 08-1208.06) 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, Type"A-A" vertical sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory,LLC,Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4,.5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0822.11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel PerCmin Product Control ExNOA No. 15- 7 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-2 CGI Windows and Doors;Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGIas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014), and of no financial interest, dated July 16,2014, issued by Al-Farooq Corporaton,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0822.11) 2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 05-0215.02) . 4. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014,issued by RER,Product Control Section,signed by Jaime Gascon, Supervisor, G. OTHERS 1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/16/14 and expiring on 05/05/20. Manuel erei,P. . Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 Ge_n_er_ol_Window Sections FRAME AND VENT DETAILS FOR GLASS YPES 1 z] . SEE SHEETS 3 h 4 FOR CAPACRIES. 1/2"(typ. flange)_1 1� 16 1 12 15 '— ' l l O t — 1I I ,� _ 5T LJ 91. Installation Strews i 4 (Reler to sheets a,Of r 0 ti pacing nfmmnlion) V Opo w L Yfindo, dIh Q 6 Q g PYP)-_t<``I e K t c r I o r (20 1� _.)f3 DDIfighl Daylight `)I oK'I` J'u r UYP) pro) 3 D/1 ti' Opnq. Opng. 3 9/16' H C b l u _ iN 4 sT`:.ars a A r rw—onions Window Width Window Width x —-- eE --f—e Applied INSTRUCTIONS Anlins(OplionoQ II_ T JI 3 JL_ i STEP DtlERMME INE REQUIRED DESIGN RIESSURES FOR _ A GIVEN WINDOW OPENING IIT j 00. tj R • [/FTSTEP 7 DETERMINE THE CAPACITY OF THE WINDOW I W SIZE/CON FIGURATION/LUSS TYPE FROM CHARTS ON Z N 1 SHEETS D AND 4. _ STEP 3 CEIERYWE THE ANCHOR CAPACITY FROM SHEET] _ •_� II 0 N r n a - FOR SINGLE OPENINGS,APPLICABLE TO ANCHORS TYPE '-- L 6A R OR C SHOWN ON SHEM 5 AND 9. i I O h n STEP 4 IF ALUMINUM BUCKS ARE USED•VERUY THE BUCK Z Z LL n INSTALLATION CAPACITY FROM SHEET 9. 'c9 STEPFOR UNCUPPED YULLEO WINDOWS OETERUrNE � MULLION/MUWON ANCHORS CAPACITY FOR 1X4 TUBE MULUON FROM CHARTS ON SHEET S. L __ STEP IF ALUMINUM BUCKS ME USED DETERMINE BUCK T II II r- U 6 ANCHORING REOtAT ENTS FROM CHARTS ON SHEET 10. Icblam0 6 4 ME LOWEST SELCLTED VALUE APPLY TO WE U4STN1AT10N AND MUST EQUAL OR EXCEED ME REQUIRED DESIGN (0,—) lNeRu:rta) PRESSURES GROUND)FROM STEP I. ll"AA e ol" 1 Typical Flcvotion Ir SERIES•98a'AI.UM)NUN SINGIB HUNG WINDOW MPROJAL APRIFS TO SINGLE UNITS OR SIDE BY SIDE COMBUATIONS "' d OF SH./S.H.OR SINGLE HUNG WITH OTHER MIAMI-DADS COUNTY u S 2 APRLOVED WINDOWS USING MLWI-RADE COUNFf APPROVED MULLIONS IN BETWEEN. O LOWER DESIGN PRESSURE TROY WINDOWS OR MUIUON APPROVAL == WILL APPLY 70 ENTIRE SYSTEM. . G`8 D 1 B (M6E WINDOWS ARE PATE➢COR LARGE MISSILE RIPAQ. SWATTERS ME NOi flEOUIRED. - -u 8 ZZ THIS PRODUCT MAS BEEN DESIGNED AND TCOMPLY WITH THE HURRICANREQUIREE (�Z�OWOA BIAIOWC CODE ODE WCWdNC NOR VELOCITY B]I WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER 11110nucr BEVISm T' (O>soml) LOADS TO ME STRUCTURE. II IEry:,AVW,VOU,oCIVIL o 3 ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS AmP txu�h•Ol -0 IY•D M /Ta592 I 1--� a SSTs " L EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSUIC OR STUCCOe�rhle l ANGNORING OR LOAgNG CONDITIONS NOT SHOWN IN THESE DETNLS ME J ny, g NOT PART OF THIS APPROJIL l Standard 17. Psf Sill Optional 15 PSF Water Dar Adaptors A LOAD DUPATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY/iulllf H_d.•I41NhW l I 5 Cdrewin .Il q — COME NS(CONTACT BUT NOT LIMBED TO SIEEL/UEM SCREW B,THAT I W05-041 r.Rn Rol De Used..Ih IocN type © COME:NTE CS OF WRIT OTHER DISSIMILAR COD MATERIALS 51441 MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE Oh<!L t oft D FRAME AND VENT DETAILS FOR GLASS TYPES 3,3A. 4 AND 4A. V !SEE SHEETS 3A&4A FOR CAPACITIES, l �114T i� OPTITORAIL SWEEP LOCK NOT AVAILABLE WITH THESE `J LIMBONAL TYPESP n o Q i E a �I I In"Lfe ion Suews Il (Refer to sheets o 4 9 5, 6 & n for C spacing information) V go ,.� le vfindow Width p z FI an° 630 (bco) 6' 6. Z N , F i, Q uTi OM Gm) J j�' Opening 3 U 12 r ` o _.� .ssc sans.0..•run cuss mlovsyrndow Width ��-- II II �� a _�. ¢Applied � j I c u-tms(optional) 3 � R w, k2 _ Oto ` 2 oilI IR �" I �! �I O 3:,2 _ I a �� Glaring at Insulated Larninotad g ---_._ -r Typical Clevolion o c�`=�{R 2r GM 8 -. 0. env wvo,wuw Pwnucr RevlsEn c'1-8fln9l', n,m;he Flald. U WNe L Acrtp Nnf r.�rsian Uae 8 � 2 Standard 12 PSI Sill Optionul 15 PSF Water Bur Adaptor ;p 2015 hh , iwd a d—ing can not x sea.;Ih bol.type © W05-04 sheet 1A of 10J 0 Z 0 o I OG O� a p0�"�e paa�q� Oam¢a SBRE _ tb�gk Bill of Materials 3 J ITEM PART N QUANTITY DESCRIPTION MATEIUAL XIANF./SUPPLIER 1U3.NARKS 3 1 W232w NG AS REDD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE L'LTRAFAB/SCHLEGEL 2 CCI-612P AS REDD_, PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK s 0 r $ 3 1146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REDD. GLAZING GLASS VARIES < N o Z NNnm S N/A I COMPLETE SCREEN -ALUM/MESH- 6 LUM/MESH6 CGI-615C 1 OR 2 COMBINATION EGRESS LOCK AND LIFT/PULL ZINC CUSTOM CASTING 1 D WOWS. 28'WIDE& SMALLER .00 I Z z & 616C ATTACHED W/(2) #8 X 5/8"FN SMS 2 9 WOWS. OVER 28'WIDE A30MA O0& OPTIONAL SWEEP LOCK& KEEPER (replaces 1 9 WOWS. 28' DE&SMALLER a C7 0 7 C30705 I OR 2 item 6)ATTACHED W/(4) #6 X 5/8" FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2 9 WOWS. OVER 28'WIDE 8 18-11-XX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 9 WOWS.28'WIDE& SMALLERJT 2 9 WOWS. OVER 28'WIDE_ _9 CGI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 10 VARIES 2 BALANCES(B&T OR SPIRAL) VARIES VARIES _ BOTH BALANCES CAN BE USED ;? 11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB -y3"'P- 12 CGI-618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS 0 3 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT PRMWI-'T NL•VISED. $ -- - - M�dr�e..l 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON_ CUSTOM CASTING I�w m°uRl -p5V1.pT ;J - - 7D o 8 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING I.010" n o_3 a 9' 17 &1-620C 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHES TO IT Os n0om 18 N/A 16 VENT ASSEMBLY SCREWS S/S VARIES #10 X 1 1/4"PH SMS(2 PER CORNER) -—-- 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES #10 X 1 1/4"PH SMS(2 PER CORNER) "�ar4o u;u4o 20 CGI-382V AS REDD. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS Alc C fs7e 21 VARIES AS ftEOD. STUCfURAL SILICONE SILICONE 3 SILICONES CE-1200,GE-2000,&DOW 955 I ¢ t COMBINATION EGRESS WB LOCK&UFT/PULL CUSTOM CASTING 1 9 WOWS. 28"WIDE & SMALLER l B 8 5 22 CGI-632 1 OR 2 ZINC -- ATTACHED W/(2) aB X 5/8"FH SMS (FOR USE WITH WATERBAR) 2 9 WOWS.OVER 28"WIDEn Pn15 d 23 - 2/UTE SETTING BLOCKS EPDM - DUROMEfER 8525 SHORE A (W05-041 sheet 0 3.572—_.� � 1.597--.. OIL 2 �T� v f---3.452 I—J 600-Frame IIeOU 601-Frame Sill 602-Frome Jamb V b 4I ob 606}T6 606J-76 6063-T6 —1 326 f-1.701--- VENT SHAPES FOR GLASS TYPES 1 & 2 aa QC 1 I 1.520— U.Z N S R -.0811 ul .080 ,I_ -7 •I 1_ .090 I 818 - -8J2- �•---I so9-cl: 6em 509-Monz. Rail 605-Fixed Inllck. 106-MOving Intick 607-Side Hail 9 � N 6061=T� fi06J-T6 ` Fn6l-T6 6063-T6 6063-T � -'- w C3 W (• z.126---y VENT SHAPES FOR CLASS ttPES 3. 3A. 4 & 1.328 '--1.326-1 I- OBB vi Z N o N i N�n O .n w 1.612 085 Imo" _-__. 2.UM .100 I e Z Z .. 2507 1 .060 2507 7—'•'� ffi L) 1.256 y.618� ..T:O _ 1.6]2 3.131 I.JI —� TI —f —� I �l�y � I 1_ 1 � .070 I F-.950 1-.95]-� —I.701- J -1.658 _ _ 629-Glzg. Oeod 630--Glzg. Ocod i G25-1loriz. Rab 626-Fined Intick. G27-Movin Inllck 626-Side Rail 6067-t6 6063-T6 Y 60fi1-I6 _ - I 6061-I8 gggl�g _G061-T6 For Glpse types a&4A Far 61ass types J h 3A `o¢ h _ a)y„or .125 v Z 1.094 lJ e1=o8 S 075 Fn9r.JAVIp ANON 1'It000CT NEV188U I— ilA DE/70392 n+rnnplyingwiEt 00 FluIN e 1 J 4L72A-.( NWyr0' cot1 .375.ex 9W05-04 10' O 1/8"Ann. Glass 1/8-HS Gloss �� J ra4'we.wy. .a9D'htesbye, !I\ SentryGlm smlryGbs By'E."ooY Armrim Ina' By'K.rar.y America,ha.' Supplemental Test Results for: x E ' 075*(Mat .015'lot...yrr Q Sane,CP ZZ,PET Core -sone.ca Wth PET Cm Air Infiltration - Water Leakage Resistance - Forced Entry ww 8Y'E.slman Cnemina Co.' 8YEasimon Chemical C.: _ B htenayv .I n hbdate. Test Type and Mrthad Results O �-5alle.MP(oleo,w Ca.r Glass ' Safina 11P Clear or Color class Or'Faataron C-1-:t C..' 4r'Eastman Charruca C..' Air Infiltration Test(ASTM-E2.83) O m 1/3"Ann.Glass wj 1/8'HS Glass 0 1.57 DO pressure differential PASSED(,044 C.F./Min/So Ft} V t a 1 '- N 6.24 psf pressure differenUal PASSED(D76 C.F./AOn/ST Fl) o W 'r \ Silicone r`-a° ,-f- sit- (7 `-� GE-1200GE-1200 Water Leakage fest(ASR!-F331) No leakage allowed C�ap GE-7000 GE-7000< DOW-995 DOW-995 without waterhnr adopt., PASSED A 12.0 PSF Al 1/4 Points On Elea with wnterhar adnptw PASSED 9 15.0 PSF 4(�il 3 L•' 3 AT 1/4 Pointe On Eiles 3 Tnon 36'36' F.rced Entry Resistance test PASSED .1 t'rker lharl G w,dar O F Glass Type _"1" Glass Type "2' (ASTM F58e&Grade to) 5/16"Nominal Glass 5/16'Nnlninal Glass 3 An-Tod/Annealed H5/HS EQUAL LITE$ WINDOWS EQUAL LITES TTINDOWS EQUAL LITES WINDOWS s DESIGN LOAD CAPACITY-PSP DESIGN[DAD CAPACITY-PSF DE9ICN IAAp CAPACITY-PSP rvidth ^ WINDOW Wings. atAss TYPE't'GLASS TYPE'E' WINDOW DINS. GLASS TYPE'E'GLASS TYPE'2' WINWiW DIMS.truss TYPE'i'Ct.A,Ss TYPE'E' ( Vj,-a'l- 9 'moul HiVOHT EXI.(+)INT.(-)E%L(+)INT.(-) an VApTH HEW3tt E%T,(+)IHT.(-)t74r.(+j INi.(-) anOTH 11F3CNT EXI.(+)INT,(-)E%T.(+)IM.(-) fff S 0p ywj I 24' iWA 21gA IWA IIaA 24' IOOA_ aAs IOOA 210.0 F9-tl8' 100.0 2100 1000 210.0 SO 30" 100.0 210.0 100.0 210.0 J0" TWA 118A 100.0 120.0 26-1/2' I6" 100.0 110.0 100.0 210.0 32' IWA 270.0 100.0 210.0 32" IW-O 111.9 f0O.0 1240 37' 100.0 250.0 tW.O 2140 K W 36' 48 IOtl.O 160.0 100.0 21010 ]6" 96' ICDA lots 100.0 110.0 S]-1/0' 100.0 171.1 IWA 210.0 - O Nn 42" 1OOA 114D 1WA 210.0 41' 85,_4 85.4 100-0 110.0 19-1f8' 100.0 2i MM IOOA 210D t Lae- 4d" I?OA100000.0 48' 78.2 78.Z 100.0_ 170.0 26-1/2"38 -Sf8. 100.4 210.0 100.0 _210.054' 100.0 102.9 1000 171.0 S� 68.9 68.9 140.0 12x.0 37' 100.0 IB7.? IW.O 210.0 24" 100.0 250.0 100.0 210.0 14' i000 142.4 100.0 IlA.4 53^i/e' iW.q 124.1 100.0 2bfi.9 100.0 199.] 100.0 210.0 30' 1W.9 102.2 100.0 120.0 14-1(8" 1000210210.0 32" IW.O (90_3 100.0 210.0 J1" IDB" X4,9 94.9 tW.O IIOA 26-1/2"SO-Sf8, 100.0 210.0 100.0 210.0 36' Ba' 100.0 1042 1W.0 210.0 36" 019 83.9 100.0 110.0_ 31- _ 100.0 168.3 Ig4a zlaa I Equal Lilc Ylindaw 47' _1040 128.0 1040 210.0 42' 75.3 TSA iOOA IRO_ 53-1/8' IODD 101.2 100.0 168.7 48" I4f1.0 104.7 1x0.0 110.0 48' 68,6 68.6 100.0 120.0 19 100.0 214.0 1040 210.0 S4' 88.6 BB.fr tOOD (240 24` 1WA 120_-0 100.0 I20A 26-/j2" �_ 1G0.0 I07A iWA 2144 » •`J 24' 100.0 201.1 100.0_ 210.0 JD' 90.7 90.7 100_0 120.0 37' 100.0 154.9 IWA ?10.0 a^o 3p" 400.0 ib2.i 104.0 210.0 32 120 83.6 BJ.b 1009 /2010 53'f/8' 68.1 88A 1000 1240 �a{I{�P 32' IW_0 15].6 100.0 210.0 16' 75.9 -75-9 IOOA 110.0 19-1/8" 100.0 210.0 IW.O 210.0 P'+I` 72' / .• ... PR(1Dl1CTA6P6FA n��E>$ 36' 100.0 130.1 IQOA 210.0 42' 66.4 66,4 1000 120.0 26-i 2" �2_ 100.0 181,5 100.0 2100 rmmpilbg uilh dw FfafBs _ 42' Ib0.0 t?0.0 100.0 120.0 3Y 100.0 146.8 1000 210.0 0,WivB Cub 48' 96.4 98.0 '100.0 IRO S3.-t/e" a2.0 87.0 IW.q 120.0 A.V�r'-c�rplmlm Nal •OSIQ.p r Hy/ylon Parc vi 34' 00.0 80.0 YW.O 120.0 19-1/B" IWA 210.9 100.0 210.0 9 vi 24' 100.0 179.1 ID0.0 210.0 26-1/2' 16_ IOpA 171,4 Ipp,O_ 210,0 A41nn UaOe Pn�duef 30' (0010 743.4 100.0 210.0 31' (00.0 138.8 LW.O 210.0 _ 32' 100.053 135J M_ 100.0 _210.0 -1/8" 80.4 80.0 100.0 120.0 +p�y+ L 64' GO 120.042GO 106.185.8 85.8 100.0 120.0 PE 170592 All values shaven are Design PSF(pounds per Square Foot) cVALUES FOR EXTERAR LOADS(+)SHOWN ARE `-._-- NOTE; r G1A35 CAPACITIESCAPACITIESE5 ON 1HL3 SHEET ARE FOR SILL WITH WATEROAR ADAPTER dr0wing RASED ON ASTM Ei30p-49(3 SEC.GUSTS) FOR 1'IINnOWS WITHOUT WATERDAR ADAPTER AND iLORtDA Blik004C COMMISSION 11lAlf EXTERIOR(+)LOADS TO 80.0 PSFqJ10 2015 �W�5-04 OECIARATORY STAIE4ENT DCAUS-OEC-219 sheet 3 of i0) Q 60 b b bibl. 6�oib 9.,. b b b b. b... G lo'. o 4 z Ig it! gIZ-,lz 1;3 lz z;;9; t!1 N z t! !2 It!I!'Z 11.2 1 t! RIN 2 ip. -P I.- p I:.011,jp.g P. . 9.HIE.9.9 P.1bo P�o P P. p b* 2. k!I b b 12 4 ,bb,.,.,bl2lo .1 8.. b 6 b b cc�o IS b�b o a P 9',b 1-,,P g P ppo P bgj�p p Pip P 0.10! . ...,. . 19.1'.6 b, a Ztb b P b p Jig �ji I.P b.9 a N I. C b b P1b:,G p 5101eirig ed!1! 01 1 oib',b lbblb'lb b 6 ,G bib1b a P b.P p P o bb b b ,b ol'b b b,9,1'.P.6'po 6 b ijb,G�P- P. b po b�poib* b,zp.;h I�l. p P. po b* §18-218 o 0 b r1ek; i.,1. 0 .1. b I.b b g I � 116= 53 2 In L b 6�,.c SIP b A pII 9P p P...p PIG bo 6. C a � IFo p p ..I . fijgi8 b! o -I.P, 15 b o b,b bb b�ojb 0 b 61n b, b 'o 06 0 0 0 0 i. vi -,j..,I �-. ", 1��I I a ' 1�1 b o b lb. b lb� Eel TA, p p m. _:a to� po 1. z A T b P t� 2 r--55 pZ Z Cl > > z z OC .>Zg 120" MAX, Its PT- a .yob ft t wb k, 0 6 2 c t;s it 02 . -7 N q z3 c FV z ns Qaz 2 NW HUNG WIDW y an SERIES.'.360*A51!Lll LUM 0 L M,11.) AL-FAROOQ CORPORATI() ia d H, ENGINEERS&F>RoDUCT DeWCW� 1 CGI WINDOWS & DOORS &W.87 AVE ENT —G)TOSTREET RICIA=74 10100 N.W. 25TH t,I=,,. MMI, FL, �3172 cl Comp-mL C55---ccl 1/8'Ann. Glass 1/8'FIS 01-9 .C90Ile tntMa7er .09P"lntcdayar Ill V u ,Uxu,., B, X.lea IoI 6Y Xurcruy Americo,Inc.' r�'kurvroy AmeMe,Ino.' Z pl 075 mlarr Supplemento) Test Results for.,oyer m75'InleAayer k Seller CP 161h PCI"I - sere.CP 198h PEI Ccre Air Infiltration - Water leakage Resistance - Forced Entry Q p x Ey'Faalman Chenacal Co.' M'Eastmu.ch,m:cW C.., 6 .10U-mtenoyer .ma•Nlennyer Test Type and Method Results o 0 0 i_$eller NP CI4ar or Cdor Clara Solea HP Clear or Color Glass - y V Oy Tatlme,Chemical Co,` .8y'E.Smen CSerm'eW Co.' Air Infiltration test(ASTM-E283) 0.r a Yf Gl - 1/8'Ann. Glass 1/8'Its Glass O 1.57 pst pressure dlflerertBI PASSED(.044 G.F./Wa/Sq FI) m I D 6.24 psf pressure arfferenoal PASSED(,076 C.F.J LUn/sq Ft) {J a (` Silicon. ° Silicone - V GE-1200 V GF.-1200 Water Leakage Test(ASTU-1`531) No leakage allowed O <p GE-2000 - GE 2000 o a^- DOW-995 - DOW-995 wiuu,.t w.lerb.r ads lar ar P PASSED O 12.0 PSF T 4 with vatarbar adapter PASSED O 1&0 PSF At 3C',m 2] At I/4 Pomla On I.B. (J Al 1/4 NW,On IIIea ._ -._ 2 N C wider Than 36" C W.1er 11an 35' Forced Entry Resistance Test PASSED (,toss Type "I, G(Oss Type "2" (ASIN F588 a erode 10) xt C 5/16'Ncraill.1 Gloss 5/16"Nominal Gloss Annealed/Annealed HSjHS UNEQUAL LITF,S 7TINDOlYS (ORJFT.) UNFITUAL LrrES ITINDOWS (OHIFT.) DESIGN LEAD CAPACITY-PSF DESIGN LOAD CAPACITY-PST o '^ WINDS), DINS. tOP WN GLASS TTPE'1'GLASS TYPE'2' WINDOW DINS. top VE D2•ESS TYPE'1-fWASS TYPE`2` 06 7nDIN HC1131/( ,ocur FXT(4)INT.(-)EXT{+)INF.(-) WIDTH IlE1tlR IIEIGIG E%T(+)ISt.(-)EM.(.)IM.(-) i W R 24' 300.0 iat.9 2004 210.0 14-1 /6' 100,0 ?10.0 140.0 210.0 C3 JO' 100.0 11_8,8 101.4 110.0 25-1/2' 96- 48' 100.0 1.18.5 100.0 210.0 N =N 32' 100.9 111.9 1404 120.0 37' (µy2,) 99.J 49.3 100.0 120.0 , In ^» 36- (00X,1 1 8- 69 100.0 1019ItlO;0 _120._0 53-1/8' 699 9 Ia00 120.0 42' 85.4 84.4 TWO 129.0 19-if8' loom 21¢0 Ia0.0 210.0 �'Q� .,» 4B' 162 76.2 100.0 1700 26-1/2' ICs' 54' 100.0 120.0 100,0 120.0 Z T LL^ 5i 58.9 6&9 Ip0.a 1120.. 37' Gwl -111.6 6.3.6 TWO 120o u 3os 24" 100.0 142.4 1a2.o x10.0 Is 100.0 x10.0 1aa.o no.o 1`ItOEOCT RHt't8E0 - o 30' 1000 102.2 100.0 1x0.0 26-1/2' 120' 60• 100.0 108.6 100.0 120.0 ;n re^WIY(ne wlWO°F{N111 1 r U.-2 Colo �Ni 32• 94.9 99.9 too.a f20.O J7- (.Ax) 73.7 73.7 1004 120.0 A- 36' m6 T'a)�'o8T4 o r-= 108' 54' -'"-"" IN ' Uot4 36' (MAX) 95.9 85.9 100.. 12..0 19-1/8 100.0 _210.0 1C0.0 210.. ,t 42' 153 FAJ 508.0 f?0.0 26-t/Y 120' 66' 99,5 94.5 180.0 1200. 1T, 48' I 6&6 68.8 100.0 128.0 3Y (NAI. 65.7 r 65.7 100.0 120.9 Nkxn )ide Ihatass N 24' 100,0 120.0 100.0 1264 t9-i/8' 120- 72• YpOA 210.0 100.0 210.0 e F N n 30' 407 90.7 IPO`. 1200. 26-I/Z' (MAX.) 93.9 93.9 100.0 120.0 VALUkS FOR EXTERIOR LOADS(F)SHOWN ARF. n 32' 120' 60- WA a" tool. 17aA 14-}/g' 129' iba0 12" IW.O 120e MR SILL VDTH WAIEROAR ADAPTER Z�P2 d 36• (MAX.) 75.9 739 100.0 120.0 26-1/2- (NAIL) ]e' 98.0 6s.o loo.o 1200. FOR WINDOWS WITHOUT WATERFlAR ADAPTER o 42' 66.4 6&4 10..0 /2..0 19-tf8' t26- 8t• I00A f2..o Ia04 1200 LIMIT E%TEftlOR(+)LOADS i0 80.0 PSF 211' 100.8 1244 IOOA 170.0 26-I/2' (µdf.) 799 ]9.8 100.0 128.0 1 Idtll I 30" 81.7 et.T 100,0 120.9 32" (NAI,) 77.7 ]7.7 IOA.O 120-0 36• 87.4 67.4 100,0 12.4 24" 1 W 1136 100.0 120.0 NOTE' 3A' ]],� 7]I 100.0 120.0 CUSS CAPAOI ES ON MIS SHEET ARE a. Top Vent it t!I /2D' ix' - - - OASED ON ASTM E13OD-09(3 SEC.GUSH) 6 32' ]a.t 70.1 IAAA 1204 r (NAI.) .. _ ANO n,OR10A STATEMENT T DCA05-D L 1`"4''lays AMpW J6' rm.J 60.3 100.0 12o.D OECLNATORY STATEMENT DG05-OEC-214 CML 24' 100.0 120.0 1004 120.0 ru M t0Y72 N CAN. a _ � $• 3D' 120- 78• n.2 �I.2 100.0 120.0 this Lite must be 32' (MAX') 537,167.8 1`06.0 120.0 fgssoi to Ihan the Tap Lila 24 120• 84- 100,131 20.0 100.0 _120.0 - -'' drawing no. J ;NAI.) mG 66.6 1004 120.0 ,UL 3 Q 015 WQ�-•-0.Q.E All values Shown are Design PSF(Pounds per Square Fool) Unequol LiteWindow Ishael 4 0110/ SentyEAaariger OWni-w.tc,- Y -6.. I{! tI 8 •Kwm Inc.' qOY'Karway Ameriea, .075•wInsyer OTS•tnkrlger 3/16" H$k3i, with PEI Cwe 3/76"ANN- , NN �sane,eP unto PEI c«e o anChamiaa Co.- EN'EastmCn«tica 1!rloyer 1W'I.is1 Clear or Color Goss Sgllea HPClewan Chemical Ce.' By Eozfmon Chlh c.Co.' GSf16"HS 3/16'ANN0Silicone GL--1Silic...GE-1200 GE--1200GE-2000 DOW- 9 u TE: DOW-99S UOW-995.LASS CAPACITIES ON THIS SHEET ARE 2, 4 Paints 00.Ulea \\ 2 AA 1/4 Painss an tile: 4>`Q 8 EASED ON ASTM EISW-09(3 SEC.CUSTS) GLOSS Type "3" :1 vr„le,mita.t9• G(uss Tie SA" vAeer roan 0.6• C 1aA^�o MD FLORIDA RURDWG COMMISSION BECUAATDRY STATEUVIr DUOS-DEC-219 .090"to al .090•+!shyer Q 1/8"H$ Senlycloa *EU. " alyraa 4 iN e r-Oy'Nurarq America.Ina,• •I«srq Amarita.ke i SiNEQITAL LI`CF.S tY1NDO395 ORIEL) 3fIT"Air SppCC DT5"sntew 0.75•Mtari( -Sufism CP Wih PEI Core 3/8"Air$ 9Nes CP Wiln PCT CoreDESIGN WAAD CAPACrrY-PSP 1/6" H$ Oy'Eastman Chemical Co.' 1/8"AN -Eastman Chemical Co.`HINDON Dfus. GUSS TYPE`3' UqS Ilan'St GEASS TYPE'4.T(ASS TYPEf 100'IIOPyF10100•InterlayerNEIGNI HEIGIR E%1.(;)TNI.(-)E%T.(;)INT.(-)E%Y,(;)INT.(-)E%f.(4)IM.(-) Sales MP Ckw or Color GlosseOn NP Clear w C91m Glaaa140.0 2100 700.0 210.0 itlDO 21001W.0 1]2.0 Rl'EaChemkat Co.' 'Casimon Chemic:!Ca' 1 - - - %L EDGE SPACEA I %L EDGE SPACJO" +DOA IID.tl 100.0 1x0.0 IW.O 120.0 iWM 120.0 ST.STEEL BY'CARDINAL• - 1/B" N$ ST.STEEL RY•CARDIN1/8ANN x TTI32" iCOD 120A t0a0 120.0 7009 72OA iW- 150.9 OI*"p Si3iC0ne SiliCane •O96' 48' "- - DURASEAL BY'011MYE%' GE-1200 OURASEAL BY'DUANEGJ6• 10000I W,O120-_01 W.0 110.0 I W.O 107.8 OR- - GE-2000 ..GE-200042" tWA120.0 iWO 120A LOA__320.0 _40.1. 90.0 SUPER SPACER BY'OVANEX' DOTY-9955 SUPER SPACER BY'OUANIUOW-99540• IW.O 120.0 IW.9 120.0 +00.0 120.0 80.9 80.9 2J Al 1/4 Ibinls M Siaaa Al 1/4 P':nla AO Si7ca4- TWA i2a0 iWA 112.6 1000. iMO 73.2 732 Class Type "4" Glass yCC 4A ', ton,p 24' 200.0 210.0 100.0 _ . --!?D--0.110- 100.0 151a Q „y 3U' TWD 1204 1004 120.0 1WA I2oA TWA toes UNEQUAL LITES IYINDOWS (ORIEL) t,ROp`y�Rry�Bp p3 12• 100.0 1POA 100.0 1W6 100.0 120.0 TWA- 100.8 DESIGN LOAD CAPACITY-PSF as rnmplyir.0 r.tiLlM Fla>ia Z Zy- 26• 109' S4• IW.O 120.0 1000 120.0 100A 120A 91.2 91.2 WINDOW DIMS. 11 y� GLSS9 TYPE'J'-LASS TYPE'IA'CUSS TYPE'4' Ass TYPE'4A' A oryu aa�1Noi '"Ob(Q•O to 13 p 12' ( ) tomo 11 . 70oa 120.0 100.0 120.0 00.0 80.0 YaOiM HEIGHT NOGM E%I.(+)IIII.(-)E%I.(+)IM,(-)EXT.(;)TNI.(-)E%I.(+)TNI.(-) 8 nit Dat )1 �C,is s1.- TWA IZOA 1WA 112.2 100.0 12x.0 ]2.9 12.9 19-I/8' IW.O_ S1p.0 100,0 210- tW.O 210.0 TWA Hr.. ➢] �•__� __ _. 6-7- --_. - Rliauri Pm.AK1 ���h .� 24' IW.p /Zito 100.0 128.0 1170.0 720.0 IW.O 320.0 I8-if2' 98' 40• 100.0 ?10.0 IW,o 210.0 I.0 210.0 IW.O 14].1 IVIG i Sp• 1C0.0 120.0 1W.0 120.0 100.0 120.0 96A 96.4 J]' (pA%) 7W.0 120.0 IW0 120,0 IW.O 120.0 100.0 105.$ ._.__--' _.. _- __ uo- 32' 120' 86' iW.O 510.0 iW.O 510.0 iW.O 110.0 88.8 88.8 53-t/8' 4060 120.0 100.0 +14.4 100.0 120.0 74.2 74.2 ( .� J6• ( •) Ip%a 1211.0 100.0 12Q0 IW.O 120.0 90.6 80.6 19-1/8' 100.0 210.0 _100.0 210.0 100.0 210.0 100.0 210.0 t2• 1W9 530.0 tW.O 774.1 100.0 120.0 70.6 70.8 26-1/2' fob' 54' iWA t20.0 100.0 120.0 IW-0 120.0 IW.0 120.0 Top Vent L a 1 P o z{• 2000. 120.0 100.0 120.0 100.0 120.0 ItlpA 120.0 JY (MAIL) ICo.O 124.0 100.0 120.0 100.0 120.0 Me 88A X ..0• iZ0' 66' 1W.0 t2c0 IW-tl t10.0 1WA r20.0 869 86.8 i4-Ija' fWA It0.0 1W0 204.2 fa0.0 220A 7W0 279.0 5 r 9 J2' (MAY) 100.0 120.0 100A I2MO _IW.O 120.0 82.0 82.6 26-I/2' 130' 60' 1W.0 120.0 100.0 120.0 100.0 120.0 100.0 113.9 N °Z y .M' 1W9 12OA 100A 120.0 loanIzaA Tt.9 Tt.6 ST" (MA%') IW.4 i2dA iW.O 120.0 1W.p t10A 7&3 70.3 24• 10.0 120.0 IW.0 120- 100.0 120.0 ICED 120.0 19 TWA 210.0 100.0 21'2,0 1W-_0 210A ICOM 210.0 This Lite must be 30' TWA 129A TWA ITOA 1W.0 1251.0 87S e1S 26-if2' 120' b6' 100.0 720A t00A 720A 100.0 12an TOGO t05.T L'g0a1 to r alar }2A' Y2' - - _._. �. _ �_ _- than the Top G.I. ]2' (ys%•) 100.0 120.0 IW.O izEo _+W.O 120.0 T4s u.3 J7• (MAIL) 100.0 120.0 IW,O Iza.O IW.o 120.0 69.0 69.0. 16' 1W.0 1200 100.0 120.0 100.0 1152 65.0 64.0 to /a. 120• T;_ 100.0 219A tW.O 21OA IW.O 2ta0 IW.O 270.9 24- 100.0 120.0 100.0 12tl.0 IW.O IT0.0 1W.0 110.0 26-IJ2' (MAY.) IDEA 120.0 IW.O 120.0 IW.O 120.0 99.8 99.1. Unequal Life Window Baa JO' 110' 70' 100.0 170.0 00"A 12_00 IpmO 120.0 TS.6 T5.6 19-1(a' f20• 78• IW.O 210.0 TWA 2f O.D 100.0 210A IW.O 203.3 1 f 32' (MAX') 100.0 120.0 100.0 120.0 100.0 120.0 61.8 6]9 26-S/2' (NA%.) 100.0 110.0 IW.O 120.tl 100.0 120.0 93.5 93.5 GY JAYA9 Nats6 20.' 120• 00.• 100.0 120.0 100.0 120.0 100.0 110.0 TWO 120-0 19-1/a' 1ZO• 84, 100.0 210.0 1W.p 210-0 100.0 210.0 TWA 10].5 E1A PE 70592 A 10" (MAX.) SW.O 120.8 100.0 120.0 leap 7x8.0 70.] ]0.7 I6-1J2' (NAIL} 1WA 120.0 TWA 120.0 100.0 120.0 84.8 84.8 0 All values shown ore Design FSF(Pounds par Square Foot) 6 VALUES FOR EXTERIOR LOADS(+) SHOWN ARE dro g no.1 FOR SILL 1VIIH WAIEREAR ADAPTER �JTULO Dl5 WQS-04 FOR VIINDMVS WITNOUF•NAIERSAR ADAPTER LIMIT EXTERIOR(+)LOADS TO 80.0 PSF sheelAAo/1D - r (o ;o In_stallotion Type "A" IMPORTANT NOTE: 0 k Woad Bucks roust sustain w/ 1 :<Reveled P.1,Wood Buck bads imposed by glazing 33 -- system and transfer I ` them to the building C Burk tee in ✓� structure. T117T,AL ANCHORS: SEE ELEV.FOR SPACING o sealant (lyp) ,.- 1/4'DIA. ULTRACON BY'R CO. (F-17](SA Fy-153 KSI) Q w ''• - j/4'OIA.HILTI KWIK-CON II(FL-IW KSI,Fy-157 KSI) '-i� INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1/4' Dio. __ ) I-1/2'MIN. PENETRATION INTO WOOD m¢FIi ulltracon at He dOr S(LYIP)t' E THRU 1 BY BUCKS INTO CONC.OR MASONRY LL v;i S Kwik-con 11 - 1-I/4'MIN. EMBED INTO CONC.OR MASONRY j u (or equal) 71 DIRECTLY INTO CONCRETE OR FILLED BLOCKS a b F Fi CH� t r. I-3/4"MIN.EMBED INTO CONCRETE OR FILLED BLOCK c— v 1/4'DIA,TEKS OR SELF DRILLING SCREWS(GRADE 5 CRS) '- INTO MIAMI-DADE COUNTY APPROVED MULLIONS(MIN.THK.= 1/8-) INTO METAL STRUCTURES a Vl STEEL: 12 CA.MIN.(Fy-36 KSI MIN.) c' � • ALUMINUM : 1/8'THK.MIN.(6063-T5 MIN.) i Ow ` 3 1/2- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ti J (Y •'� Slin'--1 TYPICAL EDGE DISTANCE - I INTO CONCRETE AND MASONRY;2-1/2'MIN. s 3 N y INTO WOOD STRUCTURE- I'MIN. �I O In n 'O INTO KETAL STRUCTURE=3/4-MIN. 3 / ��ZZ,nl • 2 3/4• WOOD AT HEAD,SILL OR JAMBS SO-0.55 WN. 3 0 R CONCRETE AT HEAD,SILL OR JAMBS 1'e-3000 PSI MIN, CD e C-90 FILLED BLDCK AT JAMBS I'm IN.=2000 P51 M � U 3 C S 1 x 4 Reveled P.T. --� Wood Huck (typ.) JB 11/4' I.tin. Volues for Installation Type "A' apply to the following installation types, with ` x maximum Shiro space 1/4": 1- Using lby P.T. wood bucks, ruin. 3/4" thick, Optionor 2- Directly into masonry, without the use of wood bucks. Sealant Non-beveled u doltad uck 3- Directly into o steel or aluminum structure ( ) Min. I/8" thick and using #14 Toks or Self drilling screws. o / f Iao=;s A ge Structure must he designed by others to sustain the loads imposed "`Gwl' o y the window. r- Fir h ST r s . _ >V GW JAYAa AIIWa e i • I"aUURRRYIS IN,N,F1mM4 I M K 0 2 �ping wnh 11-W gaoJv n«rn� Na15-0512.0 J�I S_5 2015 �= v.n. .n. n.oL wn J .a ing ao.l mlul)a:rl-kK1 C'onhd Optional Pre-Cast san l �W05-04j �sheel 55 of 10� Installotion Type "B" Installotion Type "C 0 «/2 x A Peveled P.T.1Yood Puck boreg e x d d nelrolion a I' usint x a or 2 A«ood bucks O g £o Duck bed in e•• Buck bed in C _e.a.t(typ) sealant(typ) 05. . \ Otlm� 1/4" Dia. flat Head /X i Sealant— Ultracon/Kwik—Con i 1/4" Dia. Ilot Head (hp) fur Equal) Sealant—' Toks Or U 1-1/2" M'm. Wood Embed (Iyp) �11J1___.i ,-� E 1/4" Dia. Ullrocon/Kwik—Con Fasteners O � E S; r- ., � 444 UUU 3 IH E --I x 4 Ac 2 x 4 P.T. Wood Buck(lyp) ` 3 N See Installation o w e --- I '"in Types ..A.. Y ©. -d o N for 1 . 4 &"2 x 4 'J P.F. Wood Buck Styles • '�—J \I / --i \I n� IMPORTANT NOTE: Z_i Wood Bucks must sustain 3 0_•_ loads imposed by glazingIM 2 1/4' . system and transfer b � them to the building 2 x 4 Beveled P.F. structure.. ®r � Wood Buck (typ.) Jt3 k JQ & JT yOWCf PGVL4lD PIYInA«IDtde eNl4, ,/J, rm.p *ON lS•OSIZO o =;xX 1 1/2'Nin. Uqe Optional Total Wood c9 Sealant Non—beveled r enelroGa. g g Yload Buck CSS (dolled) Optional Non—beveled Sealant Wood Duck (/dotted) _ �3 S a Erpt..AVM ANWD CML 7-- j f.• -- . v TJ i 7--r-- x Optional Pre—Cast Sill (W05-04 .UNCIIOIfis ANCHORS rL9�.{�V nF_YIGN LOAD CAPACITY-PSF DESIGN MID CAPACITY-PSF M.Ems PRIM STD.11018 PRTEM SIA HDIS PAITEM SM HDIS FATTEN WINDOW DIMS. ANCH00Fp5 V/0 AWL ANCIIGR 11TH ADDL ANMCR WINOOW DIA75. GARS 1/0 ADDL AY[1109 1811 AD6L AYCIIOR O F ^ MDTN NEIGM Ar 3AA1B M.(.)k IM.(-)EYr.(4)h INT.(-) WIOTN HEICM AT lff E%T.(F)8 IM.(-)EXT.(i)h 1M.(-) f" 24" 210.0 210.0 19-1/8" 210.0 110- Q 30' 210.0 210.0 26-1/2' 2fi• { 210.0 210.0 9 :U 32• 210.0 _ MOD 37' 210a 210.0 4B' { It G 36• 210.0 210.0 5]-1/6" 210.0 210.0 p,O 42' 201.8 210.0 19-1/8" 210.0 210.D O G n r I se' Us.7 _ _zto.o 26-1/2'x_3/8. { 21 o_o' _210.0 o W 54• 147.2 2116.{ 3]' 210.0 210.0 O 2 Q g 24' 210.0 210.0 53-1/8' 176.9 210.0 30• +93.7_ 2m- 19-1/8• _ 210.0 210.0 �.N 3 0 SND 32' -- 185.5 210.0 25-1/2-50_5/8. { 210.0 LL 2 W_ 36' 60' 4 170.9 210.0 _ 37' 208.1 210.0 _ J 42' 152.9 1912 53-1/8' 145.° 1963 48' _1184 173.0 19-1/B' 210.0 210.0 54' 1283 157.9 26-1/2' 63. 4 I98A __ _210.0 24" 210.0 210.0 _ 37' 157.4 196.7 30" 210.0 210.0 53-1/8" 120.5 150.7 _ 32' 210.0 210.0 19-1/8' 210.0 210.0 ' 36• 72' 6 201.8 210.0 26-1/2' 72• 5 __- 210.0 - 210,0 w 42' i181.6210.0 _ 37' 1981 210.0 48' 145.3 192- 53-1/6" 120.6 178.7 54' 117.2 175.7 19-1/°" 210.0_ 214.0 24' mm 210.0 210.0 26-1/1' 76" 8 --210.0 210.0 30' 199.5 210.0 37" 164.4 z1o.o LOADS APPLY TO INSTALLATION TYPES �!3 NM 32' 1803 210.0 53-1/8' 1182 1689 _ A. B & C AND INTO ALUMINUM BUCKS 0 "1 SB" e{• s _ 16°.1 'a2'° FOR ALUMINUM BUCK INSTALLATION SEE! e Z_z4 42' 14°.2 173D I - 4e' 135.4---_1537- LSHEETS 9 AND 70. -_J ra io-R 54. 111.2 1454.. 24" 194.6 210.0 Width r- � 30• 161.4 1683 32' 153,2 1639 °"1--m4" {6 � 36' 96" ° 139.7--- IAID I( I Installation � 42' 124.5 1 45M - Screws 4B' 113.5 132.4 Ic 5{• 104.8 1222 Addl.Anchor Y z 9 24' 210.0 _ 210.0 `�� ❑ //''Al wtg.Stile Ends jN g ]0" 187.5 210.0 �Scc CAart For Capacity 32' 177.7 1oa, 8 36' 161.4 181.8 .. _- 147.1 - 161.0 42' 48' 129.7 145.9 201. 2{' _ ° 210.0 0_- 30' 166.0 :86.8_ 32' 110' B 187.2 1]88 76' 142_4 160.2 Ergr.,NVAO AIIWO 1ODUCVIS �YtT nEID 42' 1415 ICGI Stand0/d HDIa Pott ern M.F61 76592 Plyinfi..h50e Flod& I ---- CAN.3s3e nwwm°r,.lr y Aaiul-N'IrYO517.Or�� ,S B k 1v,. aJ5' l016\5 Dh ��aPPmn (daisy am L I W05-04 Refer to sheets 5 k 6 of 10 for description of installation types A - 8 - C - �sheel�7 of 10 I Vertical Mullion Performance Horizontal Mullion Perforrnonce LlGutory Width For Window Performance, refer to sheets 3 or 4 C. z m 3 For Window Performance, refer to sheets 3 or 4 l�•,�-�r`� �k r�gp W2 _ u b- axax Inrloll°lion Screws 3• 014• •FH .".(.._.__..._.S lyp I I (fro) I I�1-25' Senlunl leks OrSelfDrilling Screws fir":: e --- g °Y� -.....__._,1 __._.. ..______. II G c I(` MV I --I,aalor\ r= d �`-.. UYDI n E .I E I,... _ ii ;_3• Sealant -� ui1T- 11 LL u110 (lYD) �Ir MH _ J E C Multiple Opening MI Iti le Opening (z or a9 wkldaw) (2 or more.ire-0 1 z 4' x 1/8•thk.Aluminum I r ! B 7 s V w/ 1 sere,on each side of mullion w/2 or!screws on each side of mullion Tube Mullion (unclipped at ends Standard Installation High Load Installation ('Hull length = Wdw Yritlth - 1�; 1 I (• - ndditi.n.1 holes to be drilled by inslallor) I•x 4 [ 1/8- thk.Aluminum MUWON DMIGN C-LIT -PSF W11IDN DLSWN 'ACI -PSV NlUWC*l USc A A' Tube Mullion (unclipped at ends)�7 ONa ASCIO r2� 094(.Mull length = Wd, Height - I) I MINN.DIY3. [ACII Slab1 YArnINDOV11IYDoxcart m(•)k wr.(-) n(-I m.(+)a wr(-) xw Hurt wf.)a wc(-)-1.1 a mr.(-)m{.7 np x3Y 2la.o 21' fit9 1x88 140.] !]-1/e' 26• x10.0 210.0 210.0130.9 210.aJOw°.] 114,1 19-1/°• x10-0 zla° 210A O r II1k x 3/el FH - Ila° JZ' 30.6 101.2 10).e 2°-1/2' 194.6 210.0 21aa =feks Or Sell Driling Scra,s Je-J/' --'B• rza.o z1o.o 36• 46.x 9x.7 9e.e ]r 110..2 zwA 21ao 210.0 42• 41.1 am B4A 3]-1/a' 171.0 210.0 210.0 'Q11x.5 210a 3].S 75A 9-1/6' 163.0 x10.0 210.0 $ O 1b.9 21,0 210-0 IIx9 2100 S4• 34A 69.8 69A 2e-I/Y 50-5/6' _- 24' 1129 _210.0 210.0 3.' 56.3 91.3 _983 J)' IM.0 2:a0 210.0 r 30• 960 192.0 _310.0 JO' 165 J9A _ -- .399 5J-1/0.• Im.l zort zmo 184.1 210-0 3Y 44.0 14_9 ]49 Ip-I/6' 128.° 210.0 21o. " n--� !a• 210. 36• 109• CID 67.2 -- --67.2 26-1/2' 969 1919 G 1 )B. 1562_ 210.0 .Y ]33 •_0..5 50.3 m, Ja.)_ u°)A _ 2140 40.' JS.O 150.0 210.0 b' 323 32.2 52.2 11-1/a• 8)-0 133.9 2°09 :r P• •' )2.7 1439 210.0 24' SOA 11.4 )1.4 19-1/6' m65 210. 2104 e H 24• 30.0 160. 210.0 ]0' 41.1 5).6 5).6 23-1/2' )Y 61.x_ 16°.5 210.0 '.�-� 75.8 131.6 210.0 32• 12o' 38.9 _ 54.2 54.2 3)• 39 � _- �I10.9 1911 -- ti-- 32' 729 144.° 210.0 36• W 183 -5 53-11°• Flit- 101.4 - culOnl l9• 72• - 66.) 133.3 2000 42' 31.2 42.2-- ---42.2 19-1/B' 102.0 204.0 210.0 MV 4Y 609 121. 181.5 25-V I. 76, 519 ItaO 0 J(lyD) 40.' 503 1170. 166.8 ]Y 609 121-0 Iva -°-Io 8 S 51• 519 106) Iwo 3]-1/°• 19.3 99.7 148.0 - - - ]C 75.0 I6a0 21" >D' 628 1332 _ 1729 II II I 32• 59.6 -- 19.1_ 162.8 11� 361 °4• 34.5 109.1 1411 Dr`Lm 1'RWUf REVISED III( 42' _1ew 112 smindmmp9l7cinoedDw im NFlaie4 s _- 13i)_iI a I I >e Ac4epl4nce tbl5-O812A7 �,�k 54' .2.1 1 84.2 1064 Capinlbnf3ac tl7A 1 - !i v Proal,cm (drawingno 'W05-04 Ispeet 9 oflD x� HN>s m o • ,� Nix H6 1 q w b _ . Nv�N'Iol-J .b 1b M- o A m o A o o C o?b u m b b b�b b'e b b b b o o o P b r n `«':1S b b •' 0 6 it b o bIb o� - _ R ZCr] .,�I� � _ $m - - o`'b�.ei.•L' m o m ala m y u N m esu N o u.v u m b m�i� tk- mat ,, w1.,u T eliti- 91.:,-m S__0 6 o o N - s P•'b:b1b b b 9'b b b b w P m o N b p u'b b b b ri b P'b�b;b b �m b b b ob oIL b P. P moi,° p o o'o' o`oa'Qolo'o o.00,o"oo'P?ecebcQeGeI10 - oo�o m,e b �b;m -_7 �Pcl; b b bo o b b b b b b�o N`ooao- ' aoo' $go°aP'mm it m'v _ � NF ole b 1\\\ @{ N•g b b :+'u a'�" a�m�w U i mle o r i �n=� �'0 nIu oro is b'mo _-Nlom'Ib i.mm'�'o gym'. 1 b b P b b I b 0.P.- - -- bib a b In o n v<•uAx. m e ~ r SHVS p — m r z^ ,/.•YAX. R �—jam\\ l'�ZRU r r-0 _ 6WN5 rension9: SERES'360'ALUM SINGLE HUNG WDW.(LM.1.) AL-FAR000 CORPORATION m .1. �' r G!.5a�il� Ni6,"LS escn ara ttal - .... l St"7 PRODUCE OEVELDPMENE � Lin � c i.v6a w � CGI WINDOWS k DOORS I Sz3ssw.a�AV" Li I(m--.�ay: —1� E m.oe.u: 10100 N.W. 25TH STREET M,wMw cLORIo� s�a C MIAMI, FL. 33172 rrt(q 2W swv.l3o.,seai.9�e IOI�JN_ _ ,� TEL(305)593-6590 FAX.(305)593-6592 `I� COMP-ANL\W00.5-0<CGI 5 PERFORMANCE VALUES PEREDRMANCE VALUES lei UP ALUNINUM BUCK OF ALUMINUM BUCK INSTALIATIDN ANCHORS INSTALLATION ANCHORS Etf.(4)Y -Mll DIPS. AI:cm.n tHlo RCUAI OUxI ANCR069 W70 CONC. 0-FIS INTO 1100➢ nINDDO 01Y& ANCNOIB 1610 IION.1 14.C1 1RC110R9 IA10 CONC. INCtl0l5 m91D 1000 Zi �. 3 CI.YSTCR CWSTFIt CDIfiTFR CWSICB DLUSTCR CW3IP.R ItLU9rlx CLUSTER U 4 tR CLUSTER CWSRR OUSUF CWSTF71 CWSILB CLUSTER MUS]CR CLU97PA CI.IIS7®CLUSRA CLUSTM UUSTLR'CIUST.CLU-CLUM 0 V J WIDM H[CiR OP 2 OF 4 OFA OP a OP 2 OP 1 OY B OPD 2 0T 1 OP a OP R WIDM NEICJR OP 2 I OP 1 OP B OP B BP MCI., OY 4 OY B OP B OP: ' .P 1 OF 8 OP N Q M1 24" 89.3 178.7 210.0 210.0 110,0 2100 210.0 210.0 120.0 210.0 210.0 210.0 19-1/8' 210. 210.0 210.0 210.0 210.0! 240.0 210.0 210.0 210.0 x100 210.0 2104 3 -._. .1.111 1111.__1.11.1 1.111 _ _.-__ __ _ _._.. ]0' 7&0 _1559__270.0 210.0 1222 2104 2104 210.0 104.] 209.3 210,0 21010 Ze-1/2' 2B, 2104 210.0 x10.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 21MD 210A Q ]Y 75.4 150.6 210.0 210.0 118.1 210.0 210.0 21010 1013 2025 210.0 210.0 J]' 2104 21MD 210A 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210. L J u 30' 41'" 71.5 1 142.9 210.0 210.0 _112.0 _210,0 _2104 _210.0 9&0_ 19x.0 210.0 210.0 it-1/8' 2104 210.0 210.0 2104 210.0 210.0 210.0 21MO 21MO 210.0 21MO 210.0 1]0.1 3W.2 210.0 108.7 110.0 210A 210.0 91.1 182.9 210.0 210.0 19-1/e' IMT 210.0 x10.0 210.0 2100 210.0 21MO x1am 16&2 2104 21x0 2104 Q f1 d u 40" 87.0 IN.O 201.0 210.0 10.14 210.0 210.0 21MO 904 160.0 z10A_ 210.0 26-1/2' 1159 210.0 12904 2f0A 181.7 210.0 2100__x10.0 _1517 21M 3104 2104 '4 Je-1/e• --_ __1.111__ S4' sao 1340 NI.O a0.o 105.0 2104 21D.9 21MD 90. 180.0 10.0 210.0 J7" 10541 280.9 210.a x104 feu 210.0 210.0 210.0 802.0 210.0 mao 210.0 i 24" 57.0 1340. 20:.0 210.0 105.0:2104 2104 210.0 90.0 IMO 210. 210.0 57-1/8• 1041 2M.8 210.0 2104 164.3 210.0 210.0 210.0 tdm iiD.D 2iao 21x0 C 20' 17.2 I14.J 171.1 210.0 89.6 1]92 210.0 210.0 76.8 ISJ.6 210A 210.0 19-1/e' 98.7_ 196.6 2104 210.0 _154.0 _210.0 210.0 _210.0 1]LO _210.0 310.01 21" S 333 ]2' 54.8 MIT 161.5 210.0 819 1713 210.0 210.0 M- -147.3 21MO 210.0 26-1/2• �-5/8, 77.9 LSSA 210.0 210.0 122.1 210.0 210.0 2104 104.] 2094 210.0_ 2100 JB' 60' 51.0 16.1 15].1 2042 80.0 1600 2104 210.0 _MS _137.1_ 205_7 210.0_ )7' 61.9 129.9 124A 210.0 101A M.5 _210.0 _210,0 0721743. 210.0 2100 LL11�rr0111 42" 47.1 942 i,-1-41.4 I 188_5 778_ 11).)_ 2104 210.0 OJ 1218 ' 189.9 2104 53-1/5' 60.2 1203 180.7 210.0 94.4 1B&B 2104 310.0 60-9 1614 210.0 2104 Q Z ry Z ID' _447 693 c 1340 1]&7 7 A 104 210. 2100 -60.0 I 120.0 1amO 210.0 19-1/5' _]i! I31A 210.0 210.0 I1&1 2104 210.0 210.0 101 2019 210.0 2100 W.1 51' 0.J.] BB.6 1129.9 1>3-3 6].9 133-0 1 30].6 1 21D.O 50.2 11&4 1745 210.0 28-1/2' 6), 563 117.1 1)3.6 210.0 91.1 1873 210.0 210.0 704 _157.3_ 2160 2100 N` 34' _SJ6 10].3 1608 210.0 840 116.0 210.0 210.0 n.0 141.0 210.0 210.0 JT 16.9 918 140.8 1873 733 14&9 Timm 210.0 6JA 123.8 185.9 2100 )p• b.1 903 175.4 1803 ]6] 1413 310.0 210.0 C0.6 121_3 1819 210.0 W]I/B' 395 72.7 119.8 1593 TOS 125.0 1873 210.0 37.6 107.1 180.7 2100 32' 43.1 861 129.] I72J___87.3 iIS.0 _2_033_ 210.0 17.9 115.7 I)].8 210.0 19-1/8 646 139-3 197.9 3104 1017 2028 x10.0 510.0 ee.e 1]17_ 210-0 _2110._ 1 1 3 Je.) A.4 119.1 1583 622 1244 106.]1 110.0 SJJ 106.7 IW.O 210.0 2e-1/2' 7Z, 493 992 14&7 19&3 71.7 155.4 1 210.0 2160 66.6 1712 1993 110.0 n 1 42' ]6.0 )2.1 10&I 1441 553 1129 1694 210.0 48.4 983 1132 197.6 Jr 39.0 7&0 11].0 156.0 61.1 122.2 181 210.0 5L4 101.8 15].1 2093 �F ..._ .._._.. _ _ _.__ .11..1.1 1111. .. _. ._. _. .. _ -_ 1 ID' 33.5 67.0 IODS 134.0 523 1054 157.5 210.0 15.0 90.0 135.0 180.0 5]-1 6' x / 32.0 64.0 919 1x7.9 50.1 � 100.2 150.3 200.1 MD 85.9 IZ&9 1]13 !i 71.8 815 93.7 Ixl.t 494 99.6 119.3 199.1 12.7 813 126.0 1]0.7 19-1/8" 80.7 121.5 182.2 21.0 912 190.4 _210_0 210.0 1.8_14 _167.2__210.0 21mO O- y O 34' 44.7134.0 I7&) ]0.0 IM.O 210.0 310.0 60.0 120.0. 180.0 210.0 T6-1/2' )6, 16.4 93.6 139.2. 185.1 ]2.7 115.5 _210.0 am 8]3 131.7 187.0 2104_ _._ ]0' 37.7111.9 149.1 5&4 118.9 175.5 21 D.0 SO.t 100.2 1303 200.3 J7' 16.7 )2;8 1083 1411_ !BD II].) 1]0.6 210.0 4&7 97.5 1462 194.8 2 3i' 333 70.9 1_08.4 141.9_ _316 :11.2_ 166.6 _210.0 47.6_ 9137 142.9 Ipa6 3J-1/B' 29.4 380 882 In.6 46.1 9x.1 ' IJ6.2 154.2 JBS � ]9.0 116.4 IS7.9 s N 0.1 j 38' 6,' JLS 65.0 97.3129.9 50.9 101.5 1322 26.8 116 6]J IJ0.9 174.3 42" 39.2 56.] 87.3 11&7 117 91.4 177.1 1829 792 _)BA 117.6 ISi7 Q M 48' 783 53.6 i S.4 1 107.2_ 42.0_ B4A_ 126.0 -16&0 35.0 72.0 10&0 1440XNE e Z Z 5{' 35.1 502 ]i2 1003 Li )93 J&8 117.9 157.2 ]17 BTA 101.1 IS4) 12 y PRE PUNCHED ANCHOR HOLES 34' 385 78.5 114.9 153.1 60.0 I I Ima 180.0 210.0 51.4 102.9 15,.7 205.7 SPACING I /ORRIFO W HELD ]0" ZIA I ]I-0 815 95.] 12).1 193 99.8 1,93 i Ip11 12.7 Bil 11284 :70,7 / 32' ]0.1 B.3 _90._4__120.8_ 172__913 _la I.)_ 189.0 10.5 61.0 121.5 HOLO ]6' 510 82! 109.9 411 012 120.2 172.3 76.9 )J-0 110.0 117.7 12' 243 19.0 ]15 _96.0_ b.4 )63 115.2 1516 132.9 65.8 98.) IJI.7 - 45' -]33 447 674 69.3 JS.O 70.0 16.0 140. 704 .0 20.7 41.4 62.1 8x9 )23 fi4.9 07.1 1299 x7.6 51) &13 1117 SCREW IN CLUSTER 24' 713 874 1003134.0_ _523 _164 _137.! 210.0 41.0 904 1]10 180.0_ 1X4 NULIWN o a JD' 27.7 55-3 03.0 110.7 43.1 88.7 130.1 117.1 J].2 74.3-.111.5 14&6 SEE$HF U I)F 71 y J2' 106' 26.2___52_4a__7&) 1018 =1.1 822. _ 123.1 1647 35.2 704 1017 140.9 4.7 ..a99. J6" 216 1 al71s- 917 n3 7uz.m 1393 m eao .r 21.1 '2+2eta 543 33.1 6&2 99^J 132_4 M.a Ss.7 _&1.1 lIM 4B" 19.1 38-3 57.1 ]0.5 30.0 1 %a 90.0 I . 33.7 31.4 )7.I 101.9 Z4' 19.8 59.5 B9.3 119.1 4&7 917 IMA -108.7 10.0 00.0 140.0 1604 i ]D' -24.3 49.0 ]15 96_0 3&4 7&6 115.2 153.8 32.9 A 96.7 131.] ._._._ _.. __ --_ ._.__1111 L 33' 120' ]12 46.4 69.6 92.8 _JB1_ "1_ 109.0 IN.4 312 62.3 933 flsA \ - - 36' 21.0 42.0� 63.I 84.1 729 6S.9 9&6 171.8 7&2 1 S63 81.7 117.9 ----- ---. `'0 i 1Z' 18.8 77.1 517 743 29.1 512 87.3 11&4 24.9 49.9 743 99.7 -- ANCHDRS MIN.EDGE DIST. = 2-I/2 IN. j ANCIIORS AT I 1 E.g,.,IMM AH1Ya ML PRODUCTREVISED ALUMINUM_AU(_K FRAMING w�TW Tu P )Ds9x 4+ mM3rtre wlmw9 Plmfd. S 1 1 (AT MUI"LION RNDS) CLUSTER OF 2,4.6 OR 8 ANCHORS cwN U 19 ah(yo5lT.tlf_ (SEE CHARTS ABOVE).ALL OTHER BUCK a 1.CHORS AS PER SHEET 9. J.a. FOR WINDOW ANCHORING TO (CLUSTER Of 8 BEING SHOWN) H7'�/- � �� 1-_ Mum 409 PI9&v rd owing 0.l ALUMINUM BUCKS USE #14 SCREWS NOTE.ALUYWUM BUCKS ARE SUPPLIED WON L '[1115 WO5-041 SPACED AS PER SHEETS 7 & 8. cwsrFLl of 2(1 SCREW HALE PER SIDE)sANOARo. _ EXTRA HOLES MUST BE FIELD DRILLED IF REWIRED. sheet 10.01 10]