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Product Approval (3)
G® c s S .LUC,E COUNIToBU;MDLNG DIVISION REVIEWED FOR CO.WI1P CE RECE '� ' 24 ``�`` VI W9D>aY PLANS Ali FE MUS i BE nP ON JOB TE M®M®��E OR NO Ti\SPECTION WILL BE MADE. MIAMI DADE COUNTYPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 r(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.Eov/economy CGI Windows and Doors,Inc. 10100 NW 25-'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 AHD 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:fSerms � A,lum><rium,Singleklurtg'S >tmtiow `.`L,M APPROVAL DOCUMENT:Drawing No.W05-04,titled Series"360"Ahura 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., 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 E4,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 �I 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. M nue ere ,P.E. Product Cont of Ex 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(coNnNUED) 4. 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) 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, 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-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA 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-5" Edition (2014), and of no financial interest, dated July 16, 2014, issued by AI-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 Pere Product Control Ex min NOA No. 15-0 .07 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 "SentryGlas®(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 Corporation,signed and sealed by Javad Abmad,P.E. (Submitted under previous NOA No. ,14-0822.11) 2. Laboratory compliance letters for Test Report No. RTL-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 Durasealfl 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. 14-0822.111. 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 Per pf,P. . Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 General Window Sections FNAME AND VENT DETAILS FOR GLASS TYPES 1 &z. u I((II8 SEE SHEETS 3&4 FOR CAPACITIES. �� I i 10 1/2'(typ.flange) 17 16 I 12 15 Z g 6 , BD ............._., oneroae Sosn Bel Q w � Ilrf d'° g a mB imo Inslollation Screw 9 Refer to sheets s ad• a O 19 I On) 5, 6&y for 1B n I L—A 14 n spacing informQation) o a d Window width C a o (111P 602 o - cx Icrior I 6' 6' J ad 20 21 �)B Daylight Daylight JT 0 g PrP) T1YP) 3 9/16" Opng. Opng. 3 9/16- o _ r q SEE zeF,ETz 7 s 4 roe suss ormns Window lydth WindoW WiJlh E _ N t .J.. = (op6moq mm! 'T'TSTRApPlld i j' INUCTIONS FOR USING CAPACITY CHARTS: Munlins(optional) 3 s^m / JL—�� � rn STEP 1 DETERMINE 7HE REONRED DESIGN PRESSURES FOR L �I ` A GNU OPENING.2 t Q DETERMINE THE CAPACITY OF THE WINDOW = I I J O m SRE/CONFIGURADON/GLASS TYPE FROM CHARTS ON zz m SHEETS 3 AND 4. 3o N O m 2 T $ STEP 3 DErERNINC THE ANCHOR CAPACITY FROM SHEET 7 - 11 N N n N FOR SINGLE OPENINGS,APPLICABLE TO ANCHORS TYPE 3 N M 'm A.B OR C SHOWN ON SHEETS 5 AND e. STEP 4 IF ALUMINUM BUCKS ARE USED.VERIFY THE BUCK M 3 a T= IWI INSTALLATION CIPPL7fY FROM SHEET 9. - AOR UNCUPPED MULLED WINDOWS DETERMINE 9 SEEP 5 MUWR ON/MUWON ANCHORS CAPACITY FOR 1%4 TUBE MULUDN FROM CHARTS SHEET T STEP 6 IF ALUMINUM BUCKS AAE USED DETERMINE BACK 0 ANCHORING REQUIREMENTS FROM CHARTS ON SHEET 10. m E rn c (Opldmg 5 THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR OTHE REQUIRED DESIGN 3 5 �. ,,// (ReRuaed) PRESSURES OBTAINED FROMM (opr—O STEP 1. 6 � e�Q Typical ElOvotionp ^^�SERIES'360'A1.UMINUAI SO-SOITUNG WINDOW ol� ,g APPROVAL APPLIES TO STNGIE UNITS OR SIDE BY SIDE COMBINATIONS a $ OF 9.H./S.H.OR SINGLE HUNG WITH OTHER WWAI-DADE COUNTY APPROVED WINDOWS USING MINI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL O t WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. _ 6 �SNUfTE775 ME NOT REQUIRED. °Ty 22 THIS PRODUCT Mks BEEN DESIGNED AND TESTED TO COMPLY WIT"THE 611 REQUIREMENTS OF THE FLORIDA BULOMG WOE UICUUMC HIGH VELOCITY (Op4aw) HURRICANE ZONE(HVHZ). 6lT WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER PRODUCrR"VlSED (opumw) LOADS TO THE STRUCTU BoildmN xTlhtlro F7oridE Engr:VAVM�A4MA0 $ ANCHORS SMALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS Amrpo.pcNol-p 12.D FtA PE y 70592 S I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCCO. 7mlm Dore N.3576 AN CHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE By Y NOT PART OF THIS APPROVAL M(mui .de lYPdetl x Standard 12 Psf Sill Optional 15 PSF Water Dor Adaptors ij A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. �( 3 _ 5 dEawtn9 no. _ PATER14S MT INCLUDING BUT NDT UNTIED TO SIEEL/MErAL SCREWS.THAT W05-04 Can not be used with tock type © COME IMO CONTACT WITH OTHER DIAINIUR MAIERUlS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE Shea[1 of 1 D FRAME AND VENT DETAILS FOR GLASS TYPES 3,3A,4 AND 4A.rrHia, SEE SHEETS 3A&4A FOR CAPACITIES.(/,J�) OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE GLASS TYPES.17 16 12 15v ope,o6k s°sn eao. Installation Screws $ 4 9 (Refer to sheets a 5, 6 &7for 0 °rLL spacing information) n 1 18 18 Window Width a n x C O _ 14 $�W� 63. °» 6" 6' N o 6a2 - exterior LLztp ma Q u� 21 Daylight r- -- Orp) Opening 3 •• _—_— rn (�I 4--S.L.x1--s--S Window Width �T �� �� �I m' Surloce Applied �� MunSns(Optional) J o I �'f �O tj O o' a 1 0� JUL, V Nna 'pp 2 o ❑3�,a 3 e Zz a ILMI (;lazing of Insulated Laminated ,I ��F g V o 1- m� 4 1OE cc Oo 0 (apt.-)5 3 S A G N r Typical [levation `o s B ® 6FIN ® Fag�o a "g 631 — ^� (aDlimwl) Ee9e,P.VAD, 0 PRODUM REVISED cmL plyingwiWdmFlm(dD $ M PE 7a592 UviWiOg wade) c I I CAN' Acccpl¢,rccNp 5-0512.0 raliw Dek � i � 5 D Standard 12 Psf sill Optional 15 PSF Water ear Adaptor p2015 h'0ID 'd`P1Od0f drawing o. Con not be-0 with mew type © W05-04 sheet 1 A of 10 cs 06 e 0 paaoS �ama� Bill of Materials J ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER REMARKS 3 m st 1 W23201NG AS READ. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL to g ZIT 2 CGI-672P AS REOD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCKz a p� 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY `-y O 4 N/A AS READ. GLAZING GLASS VARIES n m 5 N/A 1 COMPLETE SCREEN ALUM/MESH o N CGI-615C COMBINATION EGRESS LOCK AND LIFT/PULL1 ®WOWS. 28"WIDE&SMALLER o CI 3 2 6 &616C 1 OR 2 ATTACHED W/(2)#8 X 5/8"FH SMS ZINC CUSTOM CASTING 2®WOWS. OVER 28"WIDEZ z n 0. A30700& OPTIONAL SWEEP LOCK & KEEPER (replaces 1 ®WOWS. 28"WIDE&SMALLER FR 7 C30705 1 OR 2 item 6)ATTACHED W/(4) #6 X 5/8"FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2®WDWS. OVER 28"WIDE p'-m ---- — � 8 16-11-XX-100 7 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 ®WDWS.28'WIDE&SMALLER 2®WDWS. OVER 28'WIDE 9 _6GI-61_4C 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 3 12 CGI-618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS $ F, 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT ...PRODUCT REVISED $ FI dda u _ 15 _6GI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING _ _ 1divB�` 12.0 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING ei"°110O aB1 y 9 9 17 hI-620C 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHES TO R MEani p �' 18 N/A 16 VENT ASSEMBLY SCREWS S/S VARIES 010 X 1 1/4'PH SMS(2 PER CORNER) rg 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES 010 X 1 1/4'PH SMS(2 PER CORNER) EN.. —AD 1 20 CGI-38ZV AS REDD. VINYL BULBPVC PROTOTYPE PLASTIC EXTRUSIONS _ rc�lossz. i � 21 VARIES AS READ. STUCTURAL SILICONE SILICONE 3 SILICONES GE-1200,GE-2000,&DOW 995 k ^� COMBINATION EGRESS WB LOCK&LIFT/PULL CUSTOM CASTING 1 ®WOWS. 28'WIDE&SMALLER 22 CGI-632 1 OR 2 ZINC ATTACHED W/(2)08 X 5/8' FH SMS (FOR USE WITH WATERBAR) 2®WDWS.OVER 28"WIDE l 2U15 d awing no. 23 - 2/LITE SETTING BLOCKS EPDM - OUROMETER 85+5 SHORE A W05-04 sheet 2 of 10, �3.572-----1 - 3.597-- p y g 1T �a c Ze $j x.060 - c4 S o F Ll -T R -- a .5.052 G 600-Frome lieod 607-Frame Sill 6D2-Frome Jamb Glp a 6063-T6 6063-T6 8067-T6 0 -- p6Q0 1326 1au1 VENT SHAPES FOR GLASS TYPES 1 & 2 m w e r _ < LLU 1.s2o B32-I < 3 n fi05-Fined Intick. 606-Movin Intick 607-Side Rail 609-Glzg. Deotl g 0- 604-Horiz. Roil g � � fi063-T6 6063-T6 6063-T6 O w w o!fin z.tzfi� VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A z �1.32fi—' 1.326 070 T! 3NMhn 1.632 2A40 .10 1 2 m 56 ZZlim 2.507 I I�IJ I 1.632 .neo I 3.1M 1az6 I.,1 .os2 ���7. �636--TB 3�� —1III. I II—II .940 II --•—t .960 .96 .0707 .950 .957- 629-Glzg. Be,.d 630--Glzg. Bcod 67-5-Horiz.Roil 626-Fixed Intick. 627-Moving Intic 628-Sde Ral 6063-T6 6063-78 B 6063-T6 6063-T6 6063-T6 For Glass Types 4 4A Fvr Glass Types 3 do 3A o 4 m .135 025 G 21. 1.094 oa9:3 3AW 075 g En9r.JMAD AIWM P80DULTREV3fiED m 1 c><n vmplyivg,dd,dn Florldv c M FE 70!92 AuikIi06Oode Aasp,anm tvo IS-0612.02_ ��. � k 4eWlon Dat< dad L 02015 Mwrti ede PmGrcl drawing no. 611-Waterbor 631-Wolerbor W05-04 6063-TS 6063-T5 sheet 2A of 10 1/8"Ann.Glass 1/8'HS Gloss U u .090"IM.A.yer4At 0'Intanoyer -•SenhyGleenlocfas BY'Karorvy Ama:rae.ine' "%matey Ameixa,Inc.` .�.075'mteneyer Supplemental Test Results for:w5'mtenayer 0 San.CP PQth Per Comoo-CP with PET Cora Air Infiltration - Water Leakage Resistance - Forced Entry `FBy Eastman Chamieal Co.' y'Easlmon Chamkoi Co. g 2 N0 0-too'0ip Orrera0'miedayer Test Type and Method Results By'E HP Ctear or Color:lass 'E ft Clear m Coler classOy'Eastman Cheical ca: 'Eastman Chemical Co.' Air Infiltration Test(ASTM-E2.83) am 1/8'Ann. Glass /8'HS Glass 0 1.57 psf pressure differential PASSED(.044 C.F./Min/So Ft) 0 ti@ E.24 psf pressure differential PASSED(,076 C.F./kn f Sg Ft)Silicone Siliconedrc TGE-1200 GE-1200 Water Leakago Test(ASTM-E731) No leakage allowedi G£-2.000GE-2000 O 13DOW-995DOW-995 without woterbor adaptor PASSED 0 12.0 PSF a'Iwith wolorbar adaptor PASSED®15.tl PSF 11}�#At]/4 Po+nts On utasnts an tilos C3N 19 vraer Than 36' 36' Forced Entry Resistance test PASSED Gloss Type "1" Glass Type "2" (ASTM 1`588&Grade 10) 5/16"Nominal Glass 5/16 Nominal Glass Annealed/Annealed HS/HS Z « v EQUAL LITES WINDOWS EQUAL LITES WINDOWS EQUAL LITES WINDOWS � DESIGN 1014 CAPACITY-PSF DESIGN LOAD CAPACITY-F5F DESIGN LOAD CAPACITY-PSF Widffi 3 'n WINDOW D] N DIMS. GLASS TYPE'1'CLnss TYPE'2' WMDON DIMS. OL43S TYPE'1'CIA83 TYPE'2' I 'I cs 115 R wrrant Na Nakrr Ea.(+}7Nr.(-)Ea.(.)INT,(-) WITH TiDGM Ex7.{+}iNr.{-)Ext.(+}1Nr.(-} 11 9 0 � 2e look 210.0 1CIA 210,0 24' 100.0 161.9 100.0 210.0 19-1/8' 100.0 210.0 took 210.0 30" 14OA 210.0 1001 2101 30' 1001 1188 100.0 i20A 26-ifr 26' IoGA 210.0 100.0 2S0A H.stn 32' 100.0 210.0 100.0 210-A 32' 100.0 111.9 100.0 1201 37• 100.0 210.0 100.0 210,0 1�S$ P N o 36' 9B" 1001 1841 1001 250.0 Jr B6" 100.0 1075 SODA 120.0 53-i/8' tp1A 171.1 500.0 27OA C O� lal Naj m 42' 100.0 144.0 IODA 2101 92' 85.4 65,4 IOOA 1201 19-I/8" 100.0 210.0 160.0 210.0 O L O 48' IOOA 120.0 100.0 200D 48' 76.2 76.2 100.0 120.0 26-1/2'38-3/8" 1170.0 210.0 100.4 2140 N 7 n Z 2_4 w 59' 100.0 1029 100.0 171,4 Sa' 86.9 6fl.9 100.0 120.0 J7' 100.0 197.2 100.0 210.0 W 24" 4001 2101 1040 21OA 24' 1001 142.4 fODR 210.0 53-if8` 100.0 124.1 100.0 206.9 1N` o_0.v JO' 100.0 199.7 108.0 210.0 30' 100.0 1022 SODA 120.0 19-1/8' 100.0 2101 1001 210,0 V O' 32" 60' 100.0 190.3 I000 210.0 32' 108• 94.9 949 111 1201 26-tf2'SQiJB. 100.0 210A 100.0 210.0 --"--- 36' 100.0 164.3 to QA 210.0 36' 85.9 85.9 100.0 120.0 3" 100.0 168.3 100.0 2101 Equal Lite Window 42' 100.0 128.0 100.0 210.0 42' 76.J 753 100.0 120.0 53-1/6' 100.0 101.2 1040 1647 48" 100.0 184.7 1001 12ok 48' 66.8 686 100.0 t20A 19-I/8" tp0.0 210.0 100.0 210.0 �`�� 54" 68.6 88.8 look 120.0 24' 100.0 120.0 100.0 120.0 26-1/2" 63• 100.0 2075 100.0 210.0 gg 24' 109.0 201.1 100.0 2101 30' 90.7 90.7 100.0 120.0 37' 100.0 764.9 100.0 210.0 IF!p R I4 30" IOOA 162.1 100. 2101 3Y 120. e3b Bab 1001 1201 53-1/8' 68,1 88.1 IOOA 1208 o 32' 7009 ifiT.6 100.0 21ok 36' 75.9 759 /WA 120.0 19-1/6" took 210.0 1001 2140 36" 72' 100.0 1547 100.0 210.0 42' 86.4 66.4 100.0 1200 26-1/2` 100.0 181.5 1040 2140 PRODUCT REVISED 12' as canpl0.1wllbdnlRtaAt1 42' 1001 120.0 100.0 120.0 37' 100.0 1489 taOA 2140 S_-"Cade 48' 96.0 06.0 10p.0 120.0 53-1/8• 62.0 82.0 100.0 120.0 A...I aNalS•QrwIZ•O Nion Dm o a Y o 54' 80.0 80.4 104.0 1201 19-Sf8' 100.0 2740 7044_ 210,0 _ 24' 100.0 179.1 100.0 210.0 26-1/2' 100.0 171.4 100.0 210.0 By 76' Mim DOdeProdxl 34' 100.0 143.4 100.0 2101 37' 100.0 135.6 1 100.0 1210.0 32' 1001 135.3 100.0 2140 53-f/8" 60.0 80.0 100.0 120.0 pp 38' 84' 100.0 120.0 IGOA 1201 T Eeyr.SaCN Rat4D a2' 100.0 1061 100.9 120.0 CA'R FTA 7 70592 o I I 48' 65.8 85.8 ICDA 120M All values shorn are Design PSF(Pounds per Square Foot) X538 51' 74.8 74.8 100.0 1201 VALUES FOR EXTERIOR LOADS(+)SHOWN ARE " 2 CLAS drawing no. GLASS avacrtlEs ON 095 SHEET ARE FOR S1LC WITH WAT£RSAR ADAPTER BASED ON ASTM E1300-09(3 SEC.GUSTS) FOR WINDOWS WITHOUT WATERSAR ADAPTER AND FLORIDA DURING COMMISSION tIMiT EXTERIOR(+)LOADS TO 80.0 PSF q40 2D15 I W05-04 OECIARATORY STATEMENT DCA05-OEC-219 sheet 3 of 10 090'Inlerloyer k_ O7- So a*NOTE: roy Ameriea,Ind,'CUSS CAPACiL1E8 ON THAS SNEETARE ,075'Intcrt BASED ON ASf64 E1300-09(3 SEC.GUSTS) i ager loteaayuAND FLORIDA BUILDING CONAMDN 3/16" HS SRex CP Yrdh PEr Com 3/1CIP PDECLARATORY STATEMENT OCAOS-DEC-219 By Eammun Chemical Cd.' s4non Chemical Co.' 'x7W'(ntertoyYu ntertayer SdWi,HP Clear w Color Glss I4P Cleor or Color GossBy'EastmanCo.' stman Chemial Co.' 6 o EQUAL LITES WIN➢OWS _ 0 .q DESIGN TOAD CAPACITY-PSP A: 3/16" HS 3/16"ANNWINDOW DIMS. GLASS TYPE'0' LASS TYPE'SA'GLASS TYPE'4' LASS TYPE'410 Silicone SticOneGE-1200 GE-1200 jifT2 WIDM xOcla EXf.(+)100.(-)EXT.(+)IM.(-)EXT{+)100.(-)EXT.(+)100.(-) GE-2000 GE-2110024' 100.0 210.4 toa.D 2so.0 tOA 2140 100.0 210.4 DWl-995 D04i-99530' _1_00._0210.0100.0210.0 Me 210.0 100.0 210.0 23 At 1/4 Pomt*On LRos 1/4 Points On UteGlassType "3" YAaar rn*n 3s' Gloss ype 10er than 36'32' 100.0 2S0A 100.0 214.0 100.0 210.0 100.0_ 210.0 36' 49 100.0 210.0 100.0 210.0 100.0 210.0 100.0 208.2 *"4" nMo'Interlayer 090•Interlayer 4z' 1404 xw.a IWA uao }DD.0 2740 100.0 tts.9 mrycks i/8"ANN senl,ya**48' 100.0 200.0 100,0 200.0 100.0 200.0 100.0 158.6 'Kumray AmuicaNe.' By'Kurcmy Amerlca,In,.'54' 100.0 171A 101(1 171.4 100.0 171.4 100.0 1396 3/6"Alf S75"Intodoyer 3/8"Air Space pts'Inluiger 100.0 210.0 100.0 210.0 100.tl 210.0 100.0 210.0 oGea CP Lith PET Core Sotkx CP W4h PET Core 1/8" FlyY C*Stman Chor col Co.' 1/8"AN By Eastman Chemical Co.' 30' 100.0 21010 100.0 210.0 100.0 210.0 109.0 210.0 j, w 00'•interlayer "Oil' IUcrtayat 32' 100.0 270.0 100.0 210.0 100.0 210.0 100.0 2022 flex NP Cteor w Cdar Gloss Sand tw Clear or Color Glass +• W` 'Easlmon Chenueol Co.' By'Eashnon Chemical Co.' n 36' 100.0 270.0 IOOA 210.0 IOOA 210.0 100.0 tT4S X1,EDGE SPACER 0.2' 180.0 210.0 100.0 210.0 100.0 210.0 100.0 1538 5T,STEEL 61''CARDINALXL EOCE SPACER 1 8" HS 1/8"ANN 46' IGO.0 120.0 100.0 720.0 100.0 120.0 1004 120.0 'r / ST.StEEL 81' CARP a rxy. DURASEAI BY'QUMI DCSilicone OR Of 9 O Cj 54' 100.0 120.0 100.0 120.0 1004 120.0 100.0 tO6a ORGE-1200 OURASEAL BY'OUANEX' GE-1200 = O WW 24' 1004 210.0 100.0 210.0 100.0 210.0 1DOD 210.0 511PtR SPACER BY'QIIANEXGE-2000 SUPER SPACER BY'OUAND(' GE-2000 Iwy U a GOW-995 DOW-995 c3 30' TOOA 210.0 100.0 210.9 100.0 210.0 )00.0 1722 T i`3=N Al 1/4 Points AO Sixes 23 At 1/4 Point*A0 Szes 32' 100.0 210.0 LDD.D _191,2 Me 210.0 100.0 MIT Gloss Type Glass_Type "4A" 56' 72' 100.0 210.0 1010 196.4 100.0 210.0 100.0 160.1 --- O n 42' 100.0 120.0 100.0 120. 100.0 MILL 100.0 120.0 EQUAL LITES WINDOWS width o m 46' 100.0 1204 IW.O 120.0 100.0 120.0 100.0 1095 DESIGN LOAD CAPACITY-PSP �� Z^i ti 54• 100.0 120.0 100.0 120.0 100.0 120.0 805 905 WINDOW DIMS. GLASS TYPE'0'GLASS TYPE'0.A'GLASS TYPE'4"GLASS TYPE'4A' vwr�3 p-'q' 24' 100.0 21010 100.0 210.0 tO6.0 210.0 100.0 190.2 WIDTH I HEIGxf EXT{+)tM.(-)EXG(+)1004-)EXL(+)IM.(-)EXG(+)/M.(-) 60-5 p 30' 700.0 210.0 100.0 210.0 100.0 210.0_ 100.0 1524 19-1/9' 100,0 210.0 100.0 _210.0 100.0 210.0 100.0 210.0 F 32' 100.0 2!010 AWA 210.0 100.0 230,0 300.0 143.7 26-1/2' 2E lack 2/40 100.0 210.0 180.0 2780 }00.0 210.0 Q,,, W ---y 36' 64' 100.0 120.0 100.0 120.0 100.0 120.0 1004 120.0 37" 100.01210A loon 210.0 100.0 2104 100.0 210.0 6 0.2' 100.0 120.0 100.0 120.0 100.0 t2D.0 AWA iI2.7 53-1/8" 100.0 210.0 200.0 2$0.0 100.0 210.0 100.0 210.0 ` G - El 9a' 100.0 120.0 10x0 120.0 100.0 120.0 90.9 90.9 19-1/8' 100.0 210.0 TWA 210.000 _ 1 .0_ 210.0 100,0 210.0 N ,/� �S o 54' 100.0 120.0 100.0 120.0 100.0 1210 80.6 8116 26-1/2-38-3/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 to 49 24' 100.0 270.0 IMA 210.0 100.0 210.0 100.0 172.0 3T' 100.0 210.0 100.0 210.0 100.0 210.0 100A 210.0 [ B 13 1' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 53-118' 1000 209.9 IW,0 1 206.9 100.0 206.9 1OD.O 200.9 3e 1o0.0 120.0 1 100.0 120.0 100.0 120.0 100.0 IVLO 19-1/6 100.0 2140 100.0 210.0 100.0 210.0 1004 210.0 v{�, 36' 96' Me 120.0 100.0 120.0 100.0 120.0 100.0 IOTA 26-1/2'S0-Sf8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 Equal Ute Window -- 42- 100,0 120.0 100.0 120.0 100.0 120.0 90.8 9010 37' 700.0 210.6 100.0 210.0 100.0 210.0100.0 _7_93.1_ 48' 100.0 120.0 100.0 120.0 100.0 120.0 80.9 809 53-1/8' 100.0 1607 100.0 160.7 100.0 168.7 100.0 131.7 All Values Shown Ore Design PSF(Pounds per Square Foot) AM; �ala Se IMIT 120.0 took 112.6 I00A 120,0 732 732 19-t/8' 100.0 2104 100.0 210.0 100.0 210.0 100.0 21D0 VALUES FOR EXTERIOR LOADS(+)SHOWN ARE -o�2 24' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 1512 21-1/2' M' 100.0 x10.0 100.0 21_0.0 100.0 210.0 100.0 TIDO FOR 6133 WITH BAR ADAPT 30' 100.0 120.0 10.0 120.0 100.8 120.0 100,__0 1006 3T` tO.O 2740 1040 /939 $Me 210.0 100.0 17TA FOR WINDOWS WITHOUT WATERBAR ADAPTER '1 32' IM, 100.0 120.0 100.0 1x0.0 100.0 120.0 100.0 100.0 s3-7/e' 100.0 IzOe 1440 120.0 100.0 120.0 la0.o l0as LIMIT EXTERIOR(+) LOAOS 70 60.0 PSF Y '� ' 36' ICDA 120.0 100.0 1200 Rule 120.0 912 912 79-if8' 100.0 210.0 1000 2/DA 800.0 21xO 100.0 210.0 Er9n'AV30 Ao"AD 02' 100.0 120.0 100.0- 120.0 100.9 120.0 00.0 80.0 26-1/2' ,M� 100.0 270.0 100.0 210.0 100.0 210.0 IOD.p 192.9 PRODUePREVL4BD 4F� 59248' iWO 120.0 700.0 112.2 tW,O 120.0 729 72.9 37" 700.0 210.0 100.0 196.5 100.0 2100 TOMO 156.0 mtompiyid2utt&ftFkrlQt80 � � $DuY24' MID 120.0 100.0 120.0 1000 120.0 100.0 120.0 53-1/8' 100.0 120.0 100.0 120.0 100.0 120.0 94.6 04.6 A $ K ,y30' 100.0 120.0 WILD 120.0 100.0 120.0 96.4 96.4 t9-1/8' TW.O 2104 100.0 210.0 Ex32' 120' 00.20 120.0 100.0 120.0 100.0 3x0.0 ea4 eas 26-1/Y 76, 100.0 z1o.tl IW.o x10.0 IOD.* 210.0 100.0 102.1 B 015 rdrolung o: 36' 100.0 120.0 100.0 120.0 100.tl 1202--BUs 80.6 3T• 100.0 210.0 100,0 194.8 700.0 214.0 IDD.* 14s.1 Mlam "N (��-0.4 az' 140.4 120.0 100.0 114,1 IMA 120.0 70.6 70.6 53-1/e' 100.0 720.0 100.0 I2a.o 10a.o 124.0 flea ees sheet 310 aF1D 1/8"Ann.Glass 1/8"HS Gloss U .090'Nledayer .090'Intedoyer ° Sen fos Byn''KKvrlaray America.Inc.' By'�oray Amer-Inc.' o .075'Interlayer .075'Inte l yer Supplemental Test Results for. 0 Wen CP Y6lh PET Com Soften CP With PET Core Air Infiltration - Water Leakage Resistance - Forced Entry r. hd By Test-Chemical Co.' By'East-Chemical Co.' s Test Type and Method Results Sell Inte Cl-r .100'Nlerloyer yp L G ° Soliv HP Clor Calor Glass -SaOv HP dear or Color Glass -- a By'Emlman Chemical Co.' By'Eastman Chemical Co: Air Infiltration Test(ASTM-E283) ®1.57 psf pressure differential PASSED(.044 C.F./Min/Sq FI) n m 1/8"Ann. class m --1/8"HS claw V p a _ 0 6.24 psf pressure differential PASSED(.076 C.F./Min/Sq Ft) 0,0 � Silicone ° Silicone O a a a I is ;'later Leakage Test(ASTM-E331) No leakage alloered o GE-1200 GE-1200 04 m g GE-2000 c GE-2000 o a without woterbar otloptor PASSED®12.0 PSF a' DOW-995 5 DOW-995 with Naterber adaptor PASSED 0 15.0 PSF 16 23 At 1/4 Points On Utes Al 1/4 Points On tiles .)v To C�l Y6aer Than J6' Yrder Than 36' Forced Entry Resistance test pAq$ID Q i1�F Gloss Type Glass Type "2" (ASTM F5B8�erode 10) ==_7 5/16" NGminol Gloss 5/16"Nominal Glass - --- Anneoled/Annealed HS/HS UNEQUAL LITES WINDOWS (ORIEL.) UNEQUAL LITES WINDOWS (DRIFT.) 3re DESIGN TOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF WINDOW DIMS. TOP YEf GLASS TYPE'I'GLASS TYPE'2' WINDOW DI6IS. OP WN,GLASS TYPE'I'GLASS TYPE'2' R YOM HEIGHT HEIGHT EXL(+)IM.(-)EXT.(+)1NT.(-) WNTH IIUGFR HEIGHT EXT.(+)INE(-)E2T.(+)INT.(-) w'Up K 24• 100.0 161.9 1004 210.0 I9-f/B' 100.0 210.0 100.0 1 210.0 t •6 30' 100.0 118.8 100.0 12DO 26-1/2' 96• e 100.0 1385 100.0 210.0 rn == Jz' 100.0 111.9 100.0 1204 37' (MAIL) 9913 99.3 100.0 120.0 36' 96' /8' 100.0 1015 100.0 720.0 53-1/8' 699 699 100.0 120.0 003h m (MAX-) 83.4 6s.a 100.0 lza.o 19-t/e• IooA zw.o 100.0 210.0 _ 42' a zz� 48• 76.2 752 100.0 120.0 26-1/2 108' 54• 100.0 120.0 100.0 120.0 N 3 O 54' 68.9 68.9 100.0 120.0 37 DIAX.) 83.6 83.6 100.0 120.0 O R 24' 100.0 142.4 100.0 210.0 19-1/8 100.0 210.0 100.0_ 210.0 PRODUCTRDr,f 100.0 102.2 160.0 120.0 26-I/2' 120' 60' 100.0 108.6 100,0 1204 [omPtyiaB.vINOeFimida (yyl 30' onilaia9caae l5•o5t2-o D �-, 32• _ 99.9 94.9 TOO.a 120.0 3Y (M ) 73.7 73.7 100.0 120.0 A6LP � 36' t08 54' 85.9 85.9 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0 (�.) 75.3 7513 100.0 1x0.0 26-1/2' 120' 66' 99.5 IM5 100.0 120.0 DY 42' - Miam ode prodael 48' 68.6 68.6 100.0 120.0 37' (MAX.) CrS.] 65.7 100,0 120.0 0+nn 24' 100.0 120.0 100.0 120.0 19-1/e' 120' 72. 100.0 210.0 100.0 210.0 0 «'n F 30• 90.7 90.7 100.0 120.0 26-1/2' (MALT.) 93.9 939 100.0 120.0 VALUES FOR EXTERIOR LOADS(+)SHOWN ARE W e o N 32 120• fie- 83.6 e3.s ,00.0 12a.o ,9-1/6' f2o' 78. loan MIT 1O2A 120.0 FOR SILL WITH WATERBAR ADAPTER c e 2 136' (MATT.) 75.9 75.9 100.0 120.0 x6-1/2' (MAL) ee.o Be.a 100.0 120.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER a 6 42• 66.4 66.4 1004 120.0 19-1/8' 8a, 120.0 120.0 100.2 120.0 LIMIT EXTERIOR(+) LOADS TO 80.0 PSF 120' � l��I1 � 24' 100.0 120.0 100.0 120.0 26-1/2' (HAL) 799 799 100.0 120.0 1y)1 1 r 30 120' 66' 81.7 BI.7 700.0 120.0 ^2 0 132' (MAX,) 77.7 7713 100.0 120.0 36" 67.4 67.4 100,0 a. 120.0 24' 100.11 113.6 100.0 120.0 NOTE TO Vent 30• 77.1 77.1 100.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE P JC A' 120' 72' BASED ON ASTM E1300-09(3 SEG GUSTS) L Fny.uAyAp A101+o 32' (MAX•) 70., 70.1 1004 120.0 AND FLORIDA BUILOWG COMMISSION DECLARATORY STATEMENT DCAOS-OEC-219 f1VLL 136' 60.13 tA.] 100.0 120.0 'O M PE ]x592 I 24• 100.0 120.0 IDOL 120.0 0 30' 120' 78' 71.2 712 100.0 120.0 This Ute must be 32' ( ) 613.8 613.8 100.0 120.0 Equal to or smaller--- ""-" --0 than the Top Ute drawing no. 24' 120' B4- 100.0 120.0 100.0 120.0 30' (MAX.) 66.6 66.6 ,00.o ,z2.o UL 3 0 015 W05-04 All values shown arc Design PSF(Pounds per Square Foot) Unequal Life WlndoW sheet 4 of 10 040'letterbyer .090'Intedeyer - Szo�t, kAN les I O By Kumray Amgdco,(no.' mY Amedrn,Ina' 0)5"Intcdaycr Intcrloyu H 3f16" HIS sar7e.CP win vEl core 3jtce yAmPEGZBy'Eostmen Cnemicol Ca' slmor ChemicalCo.'se0esHP Gear or Celor Glass yPClear or Color GlossQ Dy EastmanChemical Co.' lmen Chem7col Co.'3/16" HS3/16"ANN 6GE-1ne SiliconeGE-7200GE-1200 NOTE: D4W�9950 1 995CLASS CAPACIRES ON THIS SHEET ARE 23 At 1/4 Points Dn1/4 Points Dn LLifes OBASED ON AM 01300-09(3 SEC.OUSTS) Glass Type "Y weer thou 36' Gloss Type 3Aar man Js' O AND FLORIDA BUILDING COMMISSION 2: }t' DECLARATORY STATEMENT DCA05-DEC-21909D'Intedoyer 090'Interloyer Q n t f8"HS 'sentgv. 1/8"ANN Saatrycl. f 'Kuraroy America.lac.' By'Kumroy Amedca,Ina' S b pryt y� UNEQUAL L)TES WINDOWS (ORIEL) 3/8"Air Space .075"lnledayer 3J8"Air Spo°e_ 075'Lntodayer lam^S Set.CP WRh PET Core Stites CP With PET Core DESIGN]AAD CAPACITY-PSF 1/8" HS By'Castman Chamirnl Co.' 1/8"ANN By'Eostman Chemical Ce., ••� i47NDOW DIMS. Top CLASS TYPE'e' TYPE'39 OEM TYPE'4' LASS TYPE'410' 100'Interloyer tOD"tntedayar v YA0Il1 HEIGHT NE1CM Ela.(+)1M.(-)EM.(+)7M.(-)EXT.(+)INT.(-)E%T.(+)IM.(-) Sof7ea HP Clear or Color Glass Soflez HP Use,or Calor Glsss By'Eastman Chemical Co.' By'Eoslmon Chemlcoi Co.' '3 2a' 100.0 214.0 500.0 210.4 108.4 270.0 100.0 172.0 �EDGE SPACER %L EDGE SPACER P3 � Jo" 700-0 1200. 1000 120,0 100,0 120,0 100.0 120A ST.STEEL BY'CARDINAL! Alp 1/6" HS ST,STEEL BY'CARDI7W,' lye 1/8"ANN Cs 32• 100.0 120.0 100.0 120.0 100.0 Me 100.0 1185 Oft S)tiCDOe OR Silicone i I 0 ti 96" 48' DURASFAL O7'GUANE%' GE-1200 DURASEAL BY'OUANEX' ]b' 100.0 120.0 100.0 720.0 100.0 120.0 100.0 107.8 GE-i 200 Q w cMA%a - °R GE-2000 OR GE-2000 W ' 42' 104.0 120.0 100.0 120.0 109.0 120.0 90.8 90.8 SUPER SPACER By'OUANE%' OOW-995 SUPER SPACER BY'91tANE%' OOW-995 z N 48' 700.0 120.0 100.0 120.0 MIL 120.0 80.9 80.9 23 AL 1/4 Poinls NI Sizes 2 At i/4 Poinls All Sixes m €N p 54" 100.0 120.0 1000 112.6 100.0 120.0 73.2 732 Glass Type "4" Gloss Type "4A" 4= lr)N^amt 24' K10D.O 210.0 tGO.0 210.0 100.0 210.0 100.0 151.2 Q Nn i 30' 120.0 100.0 120.0 100.0 120.0 100.0 108.6 UNEQUAL LITES TTINDOWS (ORIEL) PRODUCT REVISED c-1�+. 32' INA 100.0 120.0 104.0 120.0 700.0 100.8 DESIGN 7AAB CAPACITY-P5P aswmP7Ytn6 361$ofIMds w Z Zti o 108" 54' 36' { •) 120.0 100.0 121.0 100.4 120.0 9t,2 91,2 WINDOW DIMS. Tit GIASS TYPE'3' IHSS TYPE'310 GLASS TYPE'4' USS TTPE'4A' Acea�mlea No) ^U512.0 42' 720.0 190.0 720.0 1GaA 120.0 80.0 eQA fiR}TN riE0.'H7 MDOHT fXr.(+)SM.(-)IXE(+)SM.{-}EXT.{+}INT.(-)EXt.(+)iM.{-} 3ralimtDstc D �� u 48' 120.0 load 112.2 100.0 120.0 72.9 72A 19-1/8' 100.0 2100- 100.0 210.0 100.0 210.0 100.0 210.0 Dy 24' 1009 720.0 790.0 120.4 100.0 120.0 IWM 120.0 26-tI2" 9B, �� iffi}A 210.0 100.0 210.0 100.0 2100 tW,O 147.1 Miwuf Can width 30" 100.0 120.0_ 100.0 120.0 100.0 120.0 96.4 96.4 37' (MAX.) 100.0 120.0 100.0 120.0 1°0.0 120.0 100.0 1055 32' 120' 60' 1°0.0 12D.0 700.0 120.0 100.0 120.0 eBA 88.8 53-7J8' tO0.0 120.0 100.0 714.4 100.0 120.0 74.2 74,2 ]6" { ) 100.0 120.0 10D.0 120.0 loon _12GA 804 so$ 19-1/8" 100.0 270.0 .100.0. 210.° 100.0 210.0 100.0 210.0 s 4T 100,0 120.0 700.0 114.1 7000 120.0 70.6 70.6 26-1/2" 708" 64' 100-0 120.0 toad 120.0 100.0 720.0 100.0 120.0 of Top Vent 24• 100,0 120.° 100.0 120.° IGD.G 120.0 100.0 120.0 37• (M�') IOC.O 1204 100.0 120.0 100.0 72°4 884 887 - Q 39' 104.0 1204 100.0 1200 100.0 12MG 86.8 854 19-1/8" 100.0 210.0 100.0 2042 iW.9 210.0 100.0 210.0 00"+4 9a K 8 120' Sr my 32' (AW1L) I0o.0 120.0 10p.0 120.° 100.0 120.0 824 82.6 26-1/2' 120' bo' 100.0 120.0 100.0 7200 100.0 720.0 10°,0 115.4 p li 35' 100.0 120.0 100.0 120.0 100.0 720.0 71.6 75.8 37' (MAX.) 700.0 120.0 109.4 120.° 100.0 120.9 78.5 783 � 24' 100.0 120A 1007 120.0 100.0 120.0 100.0 720.0 19-1/8" 10011 210.0 MID 210.0 100.0 210.0 100,0 21010 This Lite must be Q _ Rub)to ors Tier ' 30' IOOA 120.0 100.0 120.0 100.0 720.0 81.9 81.9 26-1/2` 124' 66' 100.0 120.0 WILD INN 100.0 120.0 )GOA tM7 than the Top Lite a`?^'-^ 720' 72' 32' ( %) 100.0 120.0 100.0 120.0 100.0 120.0 Tay M5 JY 0100L) 100.0 720.0 100.0 720.0 700.0 120.0 69.8 ssA o o 6 0 J6' 100.0 120.0 1000 120.0 100.0 115.2 64.064.9 19-1/8" }20• 100.0 210.0 100.0 210.0 100.0 210.0 IWO 2100 24' 1°0.0 120.0 IOQO 120.0 10D.0 128.0 700,0 720. 26-t/Y (MAX) 7Y 500.0 120.0 1°0.0 120.0 100.0 120.0 994 SEE Unequal Life Window 30' 120' 78' IOOA 120,0 100.0 120.0 100.0 120.0 75.6 75.6 19-1/8" i20• 100.0 210.0 100.0 210.0 100.0 210.0 LOGO 2033 '¢ 32' (M •) iGOA 1204 100.0 120.0 100.0 12D.0 67y 67.8 26-1/2` {MA1C) 700.0 120.0 700.0 120.0 100.0 128.0 93.5 93.5 Des.:dY•N bNWp 'g( 24' 120` 84" 100.0 INN 100.0 120.0 100.0 120.0 100,0 120.0 19-1/8' 120' 84. 100.° 270.0 10.aA 210.0 1°0.0 210.0 100.0 153.5 FTA PE 70592 O 1 1 39" (MAK 19.00 120.0 100.0 12me 1o0A 121.4 70.7 70.7 26-1/2" {MAX.) )COLO 129,0 700.0 120.0 WILD 120.0 ace 84.8a All Values shown are Design PSF(Pounds per Square Foot) 8 $ VALUES FOR EXTERIOR LOADS(+)SHOWN ARE drawing o. FOR SILL WITH WATERBAR ADAPTER JUL 0 2015 W05-Q4 FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+)LOADS TO 80.0 PSF sheet 410 otip Z P 3 Installation Type "A" IMPORTANT NOTE: 0F Wood Bucks must sustain w/ 1 x 4 Beveled P.T.Woad Buck loads imposed by glazing tY 3 system and transfer 0 •° them to the building 4' Buck bed in °• •k`: structure. TYPICAL ANCHORS: sEE EIEv.roR spA=G 0:o V sealant(lyp) • 1/4"DIA ULTRACON BY'ELCO'(Fu=17y K91,Fy-155 KS8 V c N Jf4"DIA HILTI KWIK-CON II(nm163 KSL ry-15y K51) (y o�lg"� ° INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 0.3 F 1/4" Die. _ __;� 1-1/2"MIN.PENETRATION INTO WOOD Oy' °to Flat Head SeolGnl Ultrocon Or (tyP) E THRU 1BY BUCKS INTO CONIC.OR MASONRY LL z" C Kwik-con 1-I/4"MIN.EMBED INTO CONIC.OR MASONRY j (or equal) �-� . 6 11 DIRECTLY INTO CONCRETE OR FILLED BLOCKS Q V E r 1-3/4"MIN.EMBED INTO CONCRETE OR FILLED BLOCK 1/4"DIA TEKS OR SELF DRILLING SCREWS(GRADE 5 CIRS) INTO MIAMI-OAOE COUNTY APPROVED MULLIONS(MIN.THK.= 1/e") e INTO METAL STRUCTURES STEEL: 12 GA.MIN.(Fy-36 KSI MIN.) " r • ALUMINUM : 1/8"THK.MIN.(6063-T5 MIN.) i;p Ci v i 31/2" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) z'0 a I Min. 7YPI@eL EDGE DISrANGE us N INTO CONCRETE AND MASONRY=2-1/2"MIN. INTO WOOD STRUCTURE- 1"MIN. O M a M ___; INTO METAL STRUCTURE=3/4"MIN. _Zz4 2 3/4" WOOD AT HEAD,SILL OR JAMBS SG=OSS MIN. u� o CONCRETE AT HEAD,SILL OR JAMBS re=300D PSI MIN, a og C-90 FILLED BLOCK AT JAMBS V.=2060 PSI MIN. 7"a •3 1 z 4 Reveled P.T. o_ Wood Huck (typ.) JB & JT ei 1 1/4" Values for Installation Type "A" apply to the following installation types, with o maximum shim space 1/4": R� 1- Using 1by P.T. wood bucks, min. 3/4" thick, 9 Optionol 2- Directly into masonry, without the use of wood bucks. Sealant Non-b...led d8 _e Wood Buck 4 0= (dotted) 3- Directly into o steel or aluminum structure •s� O --� Min. 1/8" thick and using x(14 Toks or Self drilling screws. Structure must be designed by others to sustain the foods imposed ` by the window. j Fny.JAc AflWp PRODUCr Rb'YISED c • - V plying With ft Florid. M PE Y JOS92 vex. • • �11)'SrjttA-o N. 9nne�• y2015drove gOptional Pre-Cast Sill [I.. W05-04 sheet 5 of 10 x z— �3 I nstallotion Type "B" Installation Type "C" 2 x 4 Beveled P.7.Wood Buck based on wood penetration only using 1 x 4 or 2 x 4 wootl bucks °a . Duck bed in _ .rr°: Buck bed in d°a sealant(lya) sealant(typ) ' �� Vo / 0 1/4" Dia. Flat HeadI Sealant Ultracon/Kwik-Con 1/4" Dio. Flat Head (typ) E LLimC (or Equal) Sealant Teks Or 1-1/2" Min. Wood Embed (typ) E 1/4" Dia. Ultracon/Kwik-Con -� - Fasteners O E v, v 0" Er o v 1 x 4 & 2 x 4 P.T. Wood Buck(typ) a zl0b R 3 1/7- " See Installation 0. ---) I`Min. Types A. & "B" o va °• ' � fort x 4 & 2 x 4 P.T. Wood Buck Styles ? cn IMPORTANT NOTE: z_z -1 0 Wood Bucks must sustain 3 0 I foods imposed by glazing 2 3/4" s system and transfer g U '3 them to the building o • 2 x 4 Beveled P.T. structure. Wood Buck (typ.) JB & JT JB & JT 7laaucr Ra , pltdngwiMb» dFlodCa N tlaikGog Code t'"PI r,tmarc(5.0512.0 °o M F f iim o 1 1/2"Min. Op4onol Total Wood nr nh c iaeoa 12211 Sealant Non-beveled Penetration Wood Buck Optional O aid Non-beveled c Sealant Wood Buck (dotted) I ff l +J i Engr.JAcm MiNAO d •I ° ' PE �0 592 o I ° .00e aLru c�vrr a Y � 5 3 ata draw ng � W05-04 Optional Pre-Cost Sill sheel6 af10 ANCHORS ANCHORS DESIGN IDAD CAPACITY-PSP DESIGN LOAD CAPACITY-PRE H2Z 570.NOTE PATTERN S1D.BOLE PATTERN STD.HOLE PATTERN BID.HD18 PATH AN 113NDOW DSJIS. A7�}tORS W/O ADEL ANCHOR lam ADSL Ane WINDOW DIMS. W/O ADDL ANCHOR 9NH ADDL ANCHOR WIDTH HEIGHT AT.OW9 ENL(+)A,INr.(-)W.(+)@INT.(-) WIDRI HEIGHT AT JAMA ENT.(+)&IW.(-)EM.(+)8,WL(-)24' 210.0 RICO 19-1/8 210.0 210.0210.0 210.0 26-1/2' 26' a 210.0 210.032" 210.0 210.0 37' 210.0 210.0p J6' 46• 4210.0 210.0 53-1/6• 210.0 210.0 4Y _ Rid 210.0 19-1fa" 210.0 2too 0 kj v 48' 175.7210.0 26-1/2'x_3/8' 4 210.0 210.0 v p M Be 1473 208.4 37" 210.0 210.0 0 G j qy Re 210.0 210.0 53-7/8' 116.9 210.0 0 0 Q¢o) 30' -- 193.7 210A) 19-1/a' 210.0 210.0 N p er 32• 60' 4 185.5 _ 210.0 26-1/2'S0-5/8' 4 210.0 210.0 t4L ii GGg 36' 170.9 210.0 37' 20&1 210.0 42• 1529 1912 53-1/8' 145.6 106.3 48• 1J8.4 173.0 19-1/6' _210.0 210.0 Be 126.3~ 157.9 26-1/2' 63' 4 1984. _210.0 24` 210.0 210.0 37" 157.4 195.7 _ zi 0' 3 210.0 210.0 53-1,w 120.5 150.7 32• 210.0 210.0 19-1/8• 210.0 210.0 's 36` 72" 6 201,8 210.0 26-1/2' 72 6 210.o 210.0 1D 42" 181.8 210.0 37 19&1 210.0 z Q tj 48• 1463 1926 53-158" 120.6 178.7 Z 0- 54" - v 54' 117.2 175.7 19-1/8' 210.0 210.0 CD Re RICH 210.0 25-1/2' T5" 6 230.01 210.0 30• 189.5 210.0 37" 184.4 z1o.D LOADS APPLY TO INSTALLATION TYPES An 0� 32• 11103 210.0 53-1f8' 11&2 16&9 A, B & C AND INTO ALUMINUM BUCKS o-n 36' Be 6 _ 165.1 1928 1 In 3 42• 148.2 173.0 FOR ALUMINUM BUCK INSTALLATION SEE e z z� 49" 135.4 15.72 SHEETS 9 AND 10. 54' 111.2 145.3 C9 p^� 2$ 194.6 210.0 Width { m 30' 161.4 1883 32• 1532 178.8 6`}--24•-y 6 36' 116" 6 119.7 18JA = 42' 1245 145.3 InsWll¢Gon Screws 48' 113.5 1324 0 n fA Be 104.8 1222 Addl.Anchor - F 24• 210.0 210.0it At Mtg. F Ends u �F 10' __ iBT.S 2t210J) 0 0 �S¢o Chart It For CopocitY z� $ 32• 1oB' a 177.7 199.9 nL - 36' 181.4 _ 181.6 42• 143.1 161.0 48• 129.7 1 145.9 o$K 24" 201.9 210.0 30• 166.0 186.8 -- 32' 120' 8 157.2 17&8 36' 142.4 1602 1hr,4WAD AIMS PRODUCTREY1SED 42' 1256 1415 CGI Standord Hole Pottern rna as samptyinBwiNdeoFTO1tN MG.A"/70392 pylldiug Cbda o I �uJ6 Air px¢.N.(5.0577.07 s k fl15 °y l fl Z Ptoduc! drawing 00. Refer to sheets 5&6 0( 70 for description of tnstollotion types A- B-C Sheet 7 of 10 W0et 7 Vertical Mullion Performance Horizontal Mullion Performonce Iwy12,� I� i Tributory Width = W7 +W22 For Window Performance, refer to sheets 3 or 4 54' ty '� I 2I am 2 w 3 For Window PerformancE, refer to sheets 3 or 4 w O W1 W2 W1 W2 Di t? Vmax insiotta6on Sams 3' �14 x i"}•H 1� �' o NO -11` Sealonl teles Or Self Drilling Strews"-'"-"" N 0d1.� 0 Ol u Ii t? 4 i�'•� E 'Lt ''� Seat- a 3� (typ) m MH J z r�S Multiple Opening Multiple Opening --- (2 or more window0) (2 or mare wHMOws 1"x 4"x 1/8'thk.Aluminum w/ 1 screw on each side of mullion w/2 or a screws on each side of mullion Tube Mullion(unclipped at ends) b E V m 5(gndord Installation Hfah Coad Installation (Mull length- Wdw Width -L-1 3 (• - additional bolas to be drilled by installer) 3 N , 0 W 1`x 4`X I/$`lhk.Aluminum MuJJuoN DESIGN IAAD YAC Y- $F MUWGN DESIGN LOAR CAPACITY-PSP MULUC6N DIMGN WAD CA AG2Y"PST , 0 Tube Mullion(Unclipped of ends) 0)98 A,CBon TEO ANC OAS 511M ANCHORS ONE MOTOR 0 At+CS(RS 7DRFE AVeit6 O%E ANCU08 TRO ANCUO&R YNk}�- NOt6 (Mull length =Wdw Height 1 HINDak DIMS. DCII SN£ Elm SIDE EACH SNE WINDOW DIMS. RACH SIDE EACH WE EACH SIDE MC]DOH DIMS. RAM SIDE EACH SNE PAM SIDE N 4 VMH NEIGH[ call+)h will-)eXrt+)h Mit-)am(+)RPT.(-) wA Hasffr w.(+)&Mat-)6ar40&wTt-)E#t+}&_(-) '01H mart oat.)&wet-)EMR)&W,(-)ear.(+)h mr(-} 24• ISO.o 2100 210.0 24 baa 126.0 _ 140.7 SJ-YJ8' 26' 21010 2104 21D.0 $14 x 3/4"FH 30' Nn 30' 1305 21 _ 0 21 .0 0.0 $" 100.7 114.1 19-1/8• 2100 2160 210.0 "1 �Z, 3T 1268 210.0 2IOA 3r 2 91013 107.8 2837JY 171.6 210.0 2100 � Z Z Teles Or Self Drilling Screws 41' qs• 3H-3/a' 36' 1200 210.0 210.0 35' .11 _ inEi B64 J]' 1702 2100 2100 4r 1145 210.0 2100 {Z' 41.1 ~H?a 844 53-YJB• 178.0 310.0 2fOp �O�v 46' 1125 210.0 2100 48' 37.5 75.0 76.1 19-1/8' 16$.0 210.0 210.0 rn S.7 O ll Sl" 111$ 210.0 2160 St' 345 69.6 64.6 26-1/2'59.5/e• 139.9 210.0 2100 2!' 1125 210.0 210.0 24' 5613 986 98.3 _ J7• Logo 210.0 Z1MO 9 IllsJO' 96.0 IS20 210.0 JO' 4b3 79b 785 SJ-1/8' 101.1 1 2a2J 210.0 32' _ 92A 154.1 210-0 3r 44.0 745_ 74.9 19-t/8- 126.8 2t6A 210.0 r' r xse-,-M 36• 65.7 171.4 2190 36• toe' 67.2 26-1/2• • .3 196.6 21oA42• 78.1 156.2 2100 4r 353 W.5 $85 3Y 70.T 157A 210046• 750 I= 210.0 16• 32i 52.2 522 55-f/8' 6710 133.9 200954' 72.7 145.5 210.0 2!• me 71.4 71.4 19-f/e' toss 2104 31092e 90.0 1800 210.0 30• 41.1 57.6 57.0 Z8-i/2 63.2 166.5 210-030' 75.8 1514 210.0 32• 12D' 3&9 51.T 542 J]' 71• 655 130.9 IgG132' _ J23 1".. Go3" 463 4&5 53-1/8' 53.7 107A ISM t `' 38" 72 46.] 1J33 20rlD_ A2' 31.2 42.2 423 19-1/8' _laze 204.0 210. (typ) MV 4r Gee 1214 lei. 5-1/2' 76. rig )559_ 4B• sea 112.5 168.8 3r 60.9 1214 182.7 0 54' SJa ,047 160.0 W-1/8• 496 1 58.7 I1!810 2 0 0$ 24' __750 150.0 210.0 C 1. 616 123.2 _ 1723 32' 59.6 114.1 1625 °¢ 36' Be 345 109.1 147.1 Ener.J9.YMANMV PRDDUCT ilhdi7FJc4id4 r 42' 490 960 129.T f)A j T0592 5538 Dd2din8 t3>dc 1367 4sa gala 1170 t ncr{Pimsse t4al5.O$t2.0 � �, � 54' 421 84.2 I06! Expilall7n Dale iT e $ 4NLy'w Pr9dua drawing 110. a .o 21115 W05-o4 sheet$of 0 PERFORMANCE VALUE PERFORMANCE VALUES _-� OF AIUMINUAf RUCK OF ALUMINON RULE AT UMINUM HULK TRAMIN DFTAIT 5 U INSTALLATION ANCHORS INSTALLATION ANCHORS RUER TO SXEEIS J TNRU E FOR W1x00A'CAPACit{6 �� i EM.(+)h INr.(-) SM.(+)dt MC(-) O5R ttMo APP..11 VALUES. „y ANCHOR SPACING ANCHOR SPACING ANCHOR SPACHNC �y AKCROR SPACWa ANC}1pR 9PACRO ANCHOR SPACING nial WINDAW DifiS. INTO eoKa TATO NbDAW R INTO WOOD nmovr DIMS. INTO Cone. U10,B INTO WOOD 'WIDTH XF]6Hf 10"O.C. B'0.C, le'p.C.B'O.C. IO'0.0. 0'0.C. WIDTX XE1C1N IS"0.0. a'O.Q le'DC8"OCle"O.C. O'0.024' 210,0 210.0 178.7 210M 210.0 2HXO 19-1/8' 210.0 210.0 210.0 {210.0 210.0 250430' 210.0 210.0 155.9 2100210.0 210.0 26-t/2' 210.0 210.0 210.0 270.0 210.0 210.0 3Y 210.0 210.0 150.8 210.0 210.0 210.0 17' 26" 2100 788.5 210.0 270.0 210.0 v4 a-� �•. }��U 36' 48" 210.0 210.0 1429 210.0 210.0 2100 53-1/8• 210.0 210.0 148.0 210.0 198.0 21p.p O V 42' 205.7 210.0 131.3 204,2 1783 210.0 19-i/e• 270.0 21aO 210.0 2104 210.0 210.0 v Cq n 48' 205.] 210.0 1373 241.0 180.0 210.0 26-1/2- 38-3/S. 210.0 210.0 1739 210.0 210.0 210D _ L� 54' 168.0 2100 1072 H87.6 144.0 210.0 3Y 220.4 210.p 157.4 214.0 210.0 210.0 y Q 6 24' 510.0 210.0 134,0 21).0 210.0 210,0 53-7/11' 1858 210.0 5185 207.4 1592 210.0 30' 7792 270.0 114,3 200-i 210-0 270.0 18-if8' 210.0 210.0 746.6 2140 210.0 270.0 Q 32' 177.8 210.0 109.0 IBi.9 220.0 210.0 26-1/2' So-6/8- 210.0 210,0 155.9 210.0 210.0 210.0 (y Z VI y 36' 60' 160.0 210.0 102.1 178.7 210.0 210.0 37' 2035 210.0 128.9 194,8 21DA 210.0 42' 147.7 210.0 942 184.9 1753 210.0 53-1j8' 17" 210.0 1p9,6 760.7 147.3 214.0 Q W N 4 OB' 140.0 210.0 093 IBB.3 160.0 210.0 19-1/11' 270.0 210.0 HISS 210.0 210.0 210.0 5C 135.8 210.0 85.6 157.6 1422 21MO 26-i/2' 113' 210.0 21040 1454 210.0 21O.A 210.0 24' 21010 210.0 134A 210.0 21040 21MO 37' 183.7 210.0 117.2 1675 210.0 210,0 Vi m 30" 178.8 270.0 tt2- 203.1 210,0 21QG 53-1/e 1552 210.0 99.7 154.5 1462 210.0 pib SNS ; n 32' 168.8 210.0 107.7 193.8 210.0 270,0 19-1/8- 270-0 210.0 161.6 210.0 210A 210.0 {14 SHS ^, AT O"FROM ENDS AT a FROM ENDS JB' lY 5546 2}tl-d *79.4142.9 270.0 210.0 2S-tf2' 72„ 194.2 2latl 123,9_ 250.0 21013 2100 AND 24'01,MAIC, AND 24'O.C.MJ.X. a 42' 741.2 210.0 17aJ 210,0 37" 7528 210.0 97.5 1755 210.0 210.0 = O r 48' 1343 210.0 t8d,0 210.0 53-I/e' 7253 210.0 79.4 N3.9 145.0 2lOA 54' 124.4 210.0 1422 210.0 19-7/8' 210.0 2100 151.9 210.0 2100 2104 24' 270.0 210.0 210.0 210.0 26-1/2' 711' 116.0 206.8 214.0 210.0 30' 175.3 270.0 210.0 210,0 3Y 1421 210.4 90.7_i 163.3 210,0 210.0 t�t� m UI n n J2' 166.0 210.0 106.4 177.4 210.0 2!0.0 53-1/8' 115.1 207.3 734 IJ22 }46.9 2100 2'�y � 36' 84' 182.7 210.0 97.5 152.4 210.0 210.0 A 2 .. 42' 137.1 210.0 875 145.9 1753 210.0 48' o 728.0 2100 BO.s 130.0 186.0 210,0 3i p-, �� 54' 1179 2960 75.2 1254 1422 210.0 r� ' ,.2 ,� ur 0 2a' 2/04 2700 134.0 210.0 270.0 270.0 G1 30' 1742 210.0 1112 140.6 _210.0 210.0 30 165.4270.0 i6SST18O.9 270.0 210.0 '- 36" se 1505 210.0 96,2 IO49 210__0 270,0 CONCRETE c 3000 Psi MACK 1924 PSI "' I WOOD BUCK 42' _134A 2100 85.0 147,0 178.3 210.0 a'�It ^114'DN,ULTRACON OR W000 STRUCf0RE5 SILLS CAN ALSO RE USED W 1/4r-WA IOf7K-CON D } 0 ry 40' 1225 210.0 782 1"4.0 780.0 210.0 WITfI OPTIONAL WAT618AR / 54' 115.6 194.11 725 124. 1422 2t0.0 2 1/2'MIN. i-3/4'MDI,EMBED IN70 CONC.r OR FALED RLOCK „�I i/4'DTA ULTRACON OR 24' 183.8 210.0 1173 210.0 270- 210.6 EDOE AS G FROM ENDS AND t'uN- i/4'QA.KWBC-CON 11 'J# 18'OR B'O.C,MAN. 30' 151.7 270.0 90.8 178.8 270,0 210.0 SEE ClWO FOR CAPACITY AN MIN'EMBED a AT b'FROM IT4D5 AND 3Y 108' 147.0 -210.0 _91.8 170.4 210.0 210.0 IS,OR !Y O.C.MAN. 3s• 130.7 27o.tl ez4 1s4b 210.0 210.0 TVPICAL INSTALLATION DETAll SEE CHART FOR CAPACITY 42' 105.9 ISOM 73.0 1373 1763 210.0 IB' 105.0 195.0 ON ALL FOUR SiDESSAISING ALUMINUM BUCK MW e],p 124.4 100.0 210.0 24' 1007 2140 179.1 210.0 276.0 210.0 g 0 30' 153.6 210.0 9810 783.8 210.0 210.0 --4.253----- 845 32' 120' 1454 2104 9M 173.2 210.0 210.0 1.270-- .625�- goo- 3v .d 131.8 210.0 B4,I 157.6 210M_ 2la0 � � � �-F E v JAW ANY/D 4Y 5154 210.0 743 7392 1763 210.0 065 f PRODUCT REVISED gg T- 1.1125 FI! 70592 ld,PiYithNaFlmida 'f 'L .582 I CAN Ac«p mNal�sOS)2.O?2D -725 _L •--( Hxpi ltan Dme - bY` o .SD3- Dr e ALUMINUM BUCK weNam� drawing no. 6063-76 QEDORA1 COVER ,JU 0 2015 W05-04 6053-T6 sheet 9 of 4 PERFORMANCE VALUES PERFORMANCE VALUE OF ALUMINUM RUIX OF ALUMINUM RUCK u INSTAUATION ANCHORS INSTALLATION ANCHORS i EXT.(+)R DR{-) EXT.(+)k UEC(-) o V.00 DWS. ARMORS MID NOHOW elOa I ANCHORS INTO CONC. ANCHORS INID WOOD WINDUB OWN. "MONS INTO HOIJDW BLOCK AIiCHONS INTO WRC, ANCEORS INTO 4000 Z n 3 CIASS¢R C1.D37ER CLUSTER CLUSIBR CI.USCF.R CLUST7tR CLUSTER CLNSIPA MUSTER CLUSTER CLUSTER MVSSEN C TER CLUSTER CLUSTER COMER CLUSTER CLUSIBR MUSTER CLUSTER CLUSLtA CLUSTER CLUSTER CIDSTER 2 010TH HUGHT OF 2 1 OF 4 OF B OP B OP 2 OP 4 OF 6 OF 0 OF 2 OF 4 OF 0 OF B WIDTH HEIGHT OF 2 OF 4 OF B OF B OF 2 OF 4 OP 8 OF B OF 2 OF 4 OF O OP a FQ r a 21V &9J 17&7 210.0 210.0 140.0 210.0 210.0 210.0 120.0 210.0 210.0 210.0 19-1/8' 210-0 210.0 210.0 210.0 210.0 2tDO 210.9 210-0 210.0 2100 210.0 210D C 6 5 30' 7&0 1559 210-0 210.° 122.2 210-0 210.0 210.0 104.7 2095 210.0 210.0 26-1/2' MOD 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210-0 210.0 210.0 0 .OMy,u 3Y 75.4 150,8 MOD 210.0 11&1 210.0 210.0 MGM 1012 2025 ZIOD 210-0 J]' 210-0 210.0 210.0 210.0 210.0 210.0 210-0 21MO 210.0 21.D 210.0 210D L 6 35' 48' 71.5 142.9 210.0 210.0 112.0 210.0 210.0 210.0 96A 1920 210.0 210.0 53-f/8' 210.0 210.0 210D 210.0 210.0 210.0 210-0 21MO MOD 210.0 210.0 210-0 %0. 42' 641 736.1 204.2 210.0 106.7 210.0 210.0 210.0 91.4 1829 210.0 210.0 /9-1/8' 140.1 210.0 i 210-0 210.0 2100 210.0 21MO 210.0 18&2 210.0 210.0 210D 0- 48' 67.0 134.0 201.0 210.0 10.50 MOD 210.0 21MO 904 180.0 MILD 210.0 26-1/2' 1159 NOD 210.0 210.0 181.7 2100 210.0_ 21MO 155.7 210.0 210.0 210-0 � 38-]/6' Q&Q 6 54' 6].0 134.0 201.0 210.0 70.5.0 210.0 210.0 210.0 904 180.0 210.0 210.0 37' 105-0 2099 210.0 210-0 1645 210.0 210.0 210.0 141.0 210.0 T10.0 210.0 24' 67.0 134.0 MID 210.0 105.0 1 2104 2104 210.0 90.0 180.0 210.0 210.0 5]-1/8' 104.8 209.6 21010 210.0 164.3 210.0 210.0 21MO 110.8 210.0 210.0 210-0 C r4 30" 572 114.3 171.5 210.0 B&6 1792 210.0 2100_ 76.8 153_0_ 210.0- 210.0 19-IIW 98.J 195.6 210.0 2104 154_0 210.0_ 210.0 210.0 1320 210.0 210.0 2100 �O 3Y 540 109.8 164.5 210.0 85.9 171.8 210.0 210.0 736 147.3 210.0 210.0 26-1/2' -5 fY 779 1559 210.0 210.0 122.1 210.0 210.0 210D 1043 209A 210.0 210.0SO 36' 60' 514 102.1 1531 2042 MO 160.0 IOD 210.0 68.6 137.1 205.7 210.0 37' / 64.9 129.9 1914 210.9 101.1 2075 210.9 2100 172 1745 210.° 210.0 f2' 47.1 94.2 141-0 188.5 736 1473 210.0 210.0 633 126.6 IB9.9 2104 53-1/8' 602 1205 180.7 210.0 94.4 18&8 210.0 2100 809 161A 210.0 21OD Q��f 48' 44.7 893 13410 178.7 70.0 1404 210D 210.0 604 t2A.0 180.0 210.0 19-1/8' 755 151.0 210.0 210,0 11&4 210-0 210M 210.0 101.4 2^29 210.° 2109 Se 433 864 128.9 1773 679 1355 1 203.6�210A 58.2 /1&4 176.5 210.0 26-1/Y 58.5 117.1 1]5.6 210.0 91.7 1835 210.0 270-0 70.6 1573 210.0 210.0 �_ � 24' 53.6 107.2 160.6 210.0 84.0 168.0 1 210.0 210.0 720 144.0 21°4 210.0 J7' 46.9 935 140.6 1675 77.5 14&0 210.0 210.0 BJ.O 125.9 188.9 210-0 JO' 45.1 903 135.4 160.5 70.7 1415 210.0 210.0 60.6 121.3 1819 210-0 SS-1/6' 799 "1 119.6 1593 625 125.0 1875 210.0 53.6 107.1 M%7 210.0 3Y 47.1 86.1 129.2 1723 67.5 IWD 2025 210.0 57.9 115.7 1738 210.0 19-t/8' 64S 129.3 193.9 210.0 1013 202.8 210.0 2TOD 864 173.7 210.D 219. M 3 36' 72' 393 794 119.1 150-0 622 124.4 186.] 210.0 533 106.7 160.0 210.0 26-i/2' 49.6 89.2 198.7 198.3 77.7 159.4 i 210.0 210.0 66b 177.2 1999 210.0 4Y 36.0 72.1 10&1 144.1 _565 1129 169.4 210.0 _4&4 964 1452 793.fi 3T 73 79.0 70.0 117.0 156.0 61.1 1222 183-3 210.0 324 104.8 157.1 2095 In 48' 335 VD 10°.5 134.0 524 1054 1575 210-0 454 DD 13&O 180.° 53-1/B' 72.0 64.0 95.9 1279 60.7 1002 1507 200.4 174 859 12&9 1713 54 31A 615 953 127.1 494 99.6 149.3 199.1 423 85.3 12&0 170.7 19-1/8' B0.] 1215 1822 210.0 95.2 190.4 210D 2104 81.6 163.2 210.0 210.0 ,= 0- I F 24' 44.7 893 134.0 17&] 70.0 140.0 210D 210.0 60.0 IND 180.0 NOD 26-1/2' 46.4 924 139.2 185.] 72.7 1455 210.0 210.0 623 124.7 18>.0 JO' 373 74.6 111.9 149.1 5&4 1109 175.3 M&O 50.1 100.2 1503 200.] J>' 76' ]83 728 108.8 145.1 SU 113.7 170. 210.0 48.7 975 146.2 1949 y 2 12' 355 70.9 108.4 141.9 546 1112 _166.8 210.0_ 47.6 9_5.7 142-0 180.6 5J-1/8' 29.4 5&8 882 117.8 46.1 92.1 IJ&2 184.2 395 � 794 11[1.{ 157.9 V1 36' 8{' 3L5 654 97.5 129.8 50.9 I IO19 7527 2WD M.6 87.7 130.9 174S 1Y 282 583 17.3 716.7 45.7 91.4 137.1 1829 392 18.4 _117.6 5547 / 10 3, 48' 264 Sib_ e&4 107.2 420 844 126.0 Iwo 36.0 724 TO&O 144.0 Z Z li h 54' 25.1 502 75.2 100.3 392 7&6 117.4 i572 73.7 67.4 101.1 134.7 PRE PUNCHED ANCHOR HOLES �' 024' ]82 ' 76.6 114.9 153.1 60.0 120.0 IND 210.0 51.4 102.9 154J 205.7 J"TTP. ALL OTHER HOLES �31. 5149.8 996 149.3 199.1 42.7 BSJ 128.0 170.] SPACINGfiz, GRILLED IN FlEID32' b.l 60.3 90.4 120.6 67.2 94.5 141.1 189.0 405 01.0 121,5 1fi2.0 - O 36' 9, 275 65.0 825 109.9 63.1 862 129.2 172.3 36.9 ]3.1 110.8 1x7.7 42' 24.5 49.0 735 98.0 38.4 76.8 1152 1536 32.9 6&8 98,7 131.7LE 227 443 67.0 89.3 35.0 70.0 1050 mm JOA 60.0 80.0 12^.0 54' 20.7 41.4 62.1 829 325 649 WA 129.9 27.8 55.7 WS 1113 SCREVIS IN CLUSTER24" 335 U.0 100.4t 525 105.0 157.5 210.0 45.0 994 135.0 180.03D' 71.] 557 W.0 710.] M.4 86.7 13(. 711.5 14&632" , 262 524 76.7 104.9 41.1 82.2 123.3 1643 352 70.4 105.7 140.98' 23447.6 ]7S 853 J]J 74.7 1120 149J J2A 64.0 98.0 128A i42' 21.1 42.2 63.4 845 33.1 1 662 99.3 IRA 28.4 55.7 85.1 113548' 19.1 38.7 57.6 76.6 30.0 I 60.0 90.0 120.0 25.7 51.4 77.1 1020 21' 2&8 59A R9.3 119.1 48.7 97.3 140.0 188.7 40.0 MI 120.0 16OD JO' 24.5 49.0 77.5 98.0 3&4 7&8 115.2 157.6 729 655 91.7 731.7 3Y 120' _272 4&4 1 69.6 928 _]62 ]27 1 W,D 145.4 71.2 627 835 124.6 O"o u. 36' 21.0 424 63.1 84.1 32.9 65.9 9&B 131A 2&2 565 BC7 112.9 4Y 16.6 37.1 55.7 743 29.1 5&2 87.3 116.6 24.9 499 74.8 99.7 I I ANCHORS MIN, EDGE 01ST. = 2-1/2 IN. ANCFIORS AT I I E"a"'uVCmL PRODUCFIBVISED ALUMTNtJM RUCK FRAMING w w---II a7111152,(AT MULLION ENDS) LUSTER OF 2.4,6 OR a ANCHORSA6cepImlmNO l5-0912 ABOVE).ALL OTHER BUCKeFOR WINDOW ANCHORING TO (CLUSTER OF 1 BEING SHOWN) Dy dPI9Wn ALUMINUM BUCKS USE #14 SCREWS NOTE:R OF 2M BUCKS ARE SUPPLIED W) W05-04 SPACED AS PER SHEETS 7 & 8. EEXTTMCLUAHOLES2MUST BE FIELLDD DRILLED IF�REn REQUIRED.°' 6n66ltoorto