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Product Approval
RECEII'rD JUN 2 4 ?�;6 sT.I,{J C� B�JII7ILDII�GD"ION REVIEWED FOR COMP CE -MIAMI•Di4DE REVIEWFD RY IAMI RADE COUNTY }DATE ^ MU9L SECTION DEPARTMENT OF REGULATORY AND ECONOMI "'M , N WML BE 1�1i4olaW 26 Street,Room 208 BOARD AND.CODE ADMINISTRATION DIVISION OR T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomy CGI Windows and Doors,Inc. 10100 NW 251h Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rales 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)resetve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series`K463 A.lui4iAISingle7�[uri irtgti< �Q APPROVAL DOCUMENT:Drawing No.W0544,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., 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, modellseries, 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 shallautomatically 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•DADECOUNTY -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:. l)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. Manue 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 (coNnNuFD) 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 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-5"' 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 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 "SentryGIas®(Clear and White)Glass Interlayers"dated 06/25/15,exphing 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-5th Edition(2014), and of no financial interest, dated July 16,2014,issued by At-Farooq Corporation,signed and sealed by Javad Abmad,P.E. (Submitted under previous NOA No. J4-0822.11) 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 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 Per ,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 SectionsFRAME AND VENT DETAILS FOR GLASS TYPES 1 &2. V SEE SHEETS 3&4 FOR CAPACITIES. �� to 1/2"(typ.(longe) n TD 17 i6 1 2 IS Z w 13 p IE G� DPervele sosH Be+ ': ? 1�a o 0 = S iT B io Installation ScreWvs Ge9 4 m (Refer to sheets D n O 19 IB (lYD) 5, 6 &7 for p r 1 Q 14 n spacing information) p o H Window WidthQ _ E0:O I yp 6D2 602 w i m cx lcrior I 6" 6" taj,mdso BB JT max• N.2 e 20 21 Dope Int Daylight J n g pre) (+m) 3 9/16' Opng. Opng. 3 9/16' � H m A= 2 o_ A sLE sxrClz s n roIt—s.—S Window Width Window Width x N iO E :g Surface Applied S i t] Munlin5(OplionaQ 3 INSTRUCTIONS FOR USING CAPACITY CHARTS: S1 DEREUIINE THE REQUIRED DFSRRI PRESSURES MR A GIVEN WINDOW OPENING. m i O STEP 9 DETERMINE THE CAPACITY OF THE WINWW i w O fr rn SIZE/CONFIGURATION/GLASS TYPE FROM CHARTS ON i9 rA m SHEETS 3 AND 4. 3 O N o o O a 2 1 $ STEP 3 DETERMINE THE ANCHOR CAPACITY FROM SHEET 7 11 S rrl N n u°i v N _ FOR SINGLE OPENfHGS.APPLICABLE TO ANCHORS TYPE O 3 n 3 A.B OR C SHAWN ON SHEETS 5 AND 6. e, STEP 4 IF ALUMINUM BLUNT ARE USED,VERIFY THE BUCK 3 Z u!.. B INSTALLATION CAPACITY FROM SHEET B. MUWON FROM CHARTS ON SHEET S. FOR UNCUPPED MULLET)WINDOWS DETERMINE MULUONW1 MULUON/MUON ANCHORS TUBE CAPACITY FOR 1X4 BE 8 V�JE�i STEP STEP FOR 6 IF ALUMINUM BUCKS ARE USED DETERMINE BUCK p ANCHORING RWUIREYENTS FROM CHARTS ON SHEET 10. i0 E (oplaro0 5 THE LDWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EOVAL OR EXCEED THE REQUIRED DESIGN 3 6 q a, (OptlenDl) (gewaed) PRESSURES OBTAINED FROM STEP 1, e. e e0 Typical Elevation `_ ^"w (� o IY SERIES'380'ALUMINUM e )1�+I.E DUNG WINDOW lei.�a APPROVAL APPLIES TO ST 2 UNTS OR SIDE BY SIDE COMBINATIONS v{W, OF SH./S.H.OR SINGLE HUNG WITH OTHER MWAI-DADE COUNTY APPROVED WINDOWS USING MAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. -- LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL [TV O1 WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. H O $8 S 6 NU(iERS ARE NOT RECLINED. e$$ II'''jI 2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LJ _ 6f 1 REOUIRadENIS OF THE FLORIDA BUILDING WOE INCLUDING HIGH VELOCITY "-- (Opao•w) HURRICANE ZONE(HVH2). WOOy PTIOWCrR6VIsm (J+ LOAD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER �vi1 plylOB %Ub Florida F p:.IAVADD ANMAD $ (ODUorMt LOAM TO THE STRUCNRE dmBCLdo CIV1 c ANCHORS SHALL BE AS lbTEO.SPACED AS SHOWN ON DETAILS,ANCHORS Ampt ND l-0 12•D M N 4S3�I I EYMOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCOS 'rvlion Date 6 a. AHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE BY- NC a 2 5 NOT PART OF 7X15 APPROVAL Miami xdelhMuyE Standard 12 Psf Sill Optional 15 PSF Water Dar Adaptors A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 11 3 5 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT W05-04 Can not be used with lock lypa © COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE sheet 1 Ot1D FRAME AND VENT DETAILS FOR GLASS TYPES 3,3A, 4 AND 4A. �v rC3 SEE SHEETS 3A&4A FOR CAPACITIES. ' l/J� OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE n O J GLASS TYPES. Z m 3 1 I1 10 Q kk 1 16 12 15 E oopq. a o 4 e a W L U op...sa:n anon -- Instoll0lion Screws <y 9 (Refer to sheets 4 p 5, 6&7 for p q spacing information) O n p p yt O 10 18 Window Width a&a a H � � 14 $�a�a 6}0 — 3 Oro 603 e x t e r i o r 20 21 Om) 3 16" _ Op ning 3 13•, : —______—-- _. rn c 4 ssE suns}A x+A Pos cuss awmxs Window Width 6 rO'TE� II II J ^r o n I Surlace Applied o �MunIhns(OpG1onol) 3 i Jr l to O� � o C4 N o L III 3� 7 �m s IR --�u� 0 03 n 3 m t�n m ZZ W � 3o_n m LJ GlOzing at Insuloted Lominoted ,I 1 9 L rn•� 4 m E o°o' f0vpeeo4� 3 5 v o� Typical [lavation `o� 6 S m o8 `qo ma O 2 ey � �ooe8£ 6}I $ (apliem) � Engr.AWAXNPD PRODUCT REVISED _ GNU. plyingwiNOx:FImldg PEI]a59I A-pl6Cede fr CAN.31J6 AttePlava No J'4512•o imllvavm4 6 jet Dy Stondord 12 Psf Sill Optionol 15 PSF Water Bar Adoptor 0 2015 mmm adePndW dr0wing o.I Con not be used with I.d,type sheet 1 A of 10 Z m #� 0 OG a vg a 0 .1 Dame LLz�=O abed; Bill of Materials J ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER REMARKS o 1 W2320ING AS READ. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL O g 2 CGI-612P AS READ. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK 0 3 0146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 0� 4 N/A AS READ. GLAZING GLASS VARIES _ °�d€cv o tnn�m 5 N/A 1 COMPLETE SCREEN ALUM/MESH o 6 CGI-615C 1 OR 2 COMBINATION EGRESS LOCK AND UFT/PULL ZINC CUSTOM CASTING I 0 WOWS. 28"WIDE&SMALLER &616C ATTACHED W/(2) 08 X 5/8"FH SMS 2®WOWS. OVER 28"WIDE 3o 7 A30700& 1 OR 2 OPTIONAL SWEEP LOCK & KEEPER(replaces ZINC TRUTH HARDWARE OR EQUIV. 1 0 WDWS.28"WIDE&SMALLER U o C30705 item 6)ATTACHED W/(4) 06 X 5/8'FH SMS 2 0 WDWS. OVER 28"WIDE 8 18-11-XX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 0 WDWS.28"WIDE&SMALLER 2 0 WOWS.OVER 28"WIDE 9 _ 6GI-514C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 10 VARIES 2 BALANCES(B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED `o " r12 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB P N CGI-618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS H CGI-61.3P 2 FIXED VENT SHIM FVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT 1RDDDCrREV'SE0 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING naCode mes ( -0512.0 3;;CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING s iv Dau o $&-620C 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL-BALANCE ATTACHES TO R mi P10QVn 18 N/A 16 VENT ASSEMBLY SCREWS S/S _ VARIES ff10 X 1 1/4"PH SMS(2 PER CORNER) 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES 010 X 1 1/4-PH SMS(2 PER CORNER) Dg,:AW mm 20 CGI-382V AS REDD. VINYL BULB _ PVC PROTOTYPE PLASTIC EXTRUSIONSR S i PE f 10.5 . ° 1 21 VARIES AS READ. STUCNRAL SILICONE SILICONE 3 SILICONES GE-1200,GE-2000,&DOW 995 353892 22 CGI-632 1 OR 2 COMBINATION EGRESS WB LOCK&UFT/PULL ZINC CUSTOM CASTING 1 0 WDWS. 28'WIDE&SMALLER ATTACHED W/(2)08 X 5/8"FH SMS (FOR USE WITH WATERBAR) 2 0 WDWS.OVER 28°WIDE ( 0 2015 drawing no. 23 - 2/UTE ISETTING BLOCKS JEPDM I- OUROMETER a5t5 SHORE A W05-04 sheet 2 oT10 �3.572----1 F3.597--I p 0 n j m F---3.4sa 0� � 600-Frame Heod 607-Frame 5111 602-Frame Jomb 0 0 GO63-T6 6063-T6 6063-T6 Opp Oaao -1.326 f—,.70, VENT SHAPES FOR GLASS TYPES 1 & 2 0 a�o pn T 20 a z h m .080 I nq.o.ilIF��I Q IS S L n 1 I ` o 604-Horiz. Roil 605-Fixed Intick. 606-Moving Intick 607-Side Rail 609-Glzg. Bead � f!) 6063-TG 6063-T6 6063-78 w O z.tzfi- VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A _.1.326 1.326-i .088 h N o I j NNn� � 3 nn TIII� 10. —� .0 3 ,.632 .065 2.040 .to m 2307 II^`.0°886/-7II --yyyt..73.134 1.J26 -I I•256 s BI40 9 .940 I'1 960 �+ V O I—a6z—! �.9s7J� o .070 4---1II I I .950 .701--V � 629-Glzg.Bead 630-Glzg. Bead 625-Horiz.Reil 626-Fixed Intick. 627-Moving Intic 628=5de Rail 6063-76 6063-T6 'X¢^ 6063-T6 6063-7fi 60..To For Glass Types 4 @ 4A Far Glass Types 3&3A o @ F G a�Y .135 225 S R 1.094 �0U 3.155 O ig .075 Fn9r.JAVID RHINO PRODUCT R6416m ' fll- �- p,ying 'm Yn FlmWa i ,0592 puiWwB Oode o u I 1 357E ARmt,,,a�t5-0512.0 —�, k 0 2015 m� a drawing no. 611-Watcrbar 631-Yloterbar W05-04 6063-TS 6063-TS sheel2A of 10 1/8"Ann.Glass 1/8"HS Gloss u .090'Inledayer .090'InledaYer -SenlryGlas -S".'Malas By Kumray America,Inc.' By Kuraroy America•Inc' Z @ g Supplemental Test Results for: bi .075'Inledayer SoNe Interlayer k y a sarleX rR vrtn PLT core sones cr wtn PET core Air Infiltration - Water Leakage Resistance - Forced Entry F Gj g By Eas6nan Chamieal Co.' By'Eastman Chemlcal Co.' __ S O o 0 .100'Ioledoyer 100'mtermyer Test Type and Method Results saver HP Gear or Co.,Gass SoOm HP Clear ar C-r Glass --- -- -- Dy'Eastman enemieal Co.' By'Eastman Chemical Co.' Air Infiltration Test(ASTM-E2.83) o m 1/8"Ann. Glass m I 1/8"HS Glass ®1.57 psf pressure differential PASSED(.044 C.F./Min/Sq Ft) Q G N 1 ®6.24 psf pressure differential PASSED(.076 C.F./V/Sq Ft) t7 0 o Silicone a Silicone 0 M a a it o GE-1200 c GE-1200 Water Leakage Test(ASrM-E331) No leakoge allowed o�q GE-2000 GE-2000 without woterbar adaptor Pp55Ep®12.0 PSF DOW-995 DOW-995 with waterbor adaptor PASSED 0 15.0 PSF LL=H At 1/4 Points On tiles At 1/4 Points On Utes N V 4er Thvn 36' Pride,Tho,36' Forced Entry Resistance test PASSED Q �. Gloss Type "1" Glass Type "2" (ASTM F588&Grode 1D) o 5/16"Nominal Glass 5/16'Nominal Glass Annealed/Annealed HS/HS J EQUAL LITES WINDOWS EQUAL LITES WINDOWS EQUAL LITES WINDOWS o $ DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSR DESIGN LOAD CAPACITY-PSR 11--Widt-h -yI io fA ut 1/1NDOE DIMS. CLASS TYPE'L'GLASS TYPE'2' H@IDOW DIMS. GLASS TYPE'1'CLASS TYPE'2' 1nNDOW DIMS. CUSS TYPE'1'GLASS 7Yl'8'2' I I i WIDTH HEIGHT EXT.(+)INT.(-)EXT.(+)INT.(-) WIDTH HEIGHT EXT.(+)IM.(-)EXT.(+)INT.(-) VAD 1x HEIGHT EXT.(+)INT.(-)EXT.(+)INT.(-) S 0- 24• 1000 210.0 100.0 210.0 24' 100.0 151.9 100.0 2111.0 19-1/8' 100.0 210.0 100.0 210.0 _ w 30' 100.0 210.0_ 100.0 210-0 3D' 100.0 118.8 100.0 120.0 26-1/2' 100.0 210.0 100.0 210.0 O q) X N o 32' 100.0 210-0 100.0 210.0 32' 100.0 111.9 100.0 120.0 SY 26" 100.0 2140 100.0 210.0 ¢ W NN�On 36' 48' 100.0 180-0 100.0 210.0 36' 9B' 100.0 IOtS 1000 120.0 53-1/8' 100.0 1]1.1 100.0 210.0 rn 3 Nn" 42' 1UDD 144.0 100-0 210.0 42' 85.4 85.4 100-0 120.0 19-1/8' 100.0 210.0 WILD 21aA O t � p�h n IGOG 120.0 100.0 200.0 46' 76.2 76.2 100.0 120.0 26-1/2' 100.0 210.0 100.0 210.0 � 98' ]8-J/8' �Q 54' 100-0 102.9 100.0 171.4 54' 68.9 68.9 WILD 120.0 37' 100.0 197.2 100.0 210.0 W y 3 24' 100.0 210.0 100-0 210-0 24' 100.0 142.4 100.0 210L 53-I/8' 100.0 124.1 10D.0 205.9 - ¢ 30' 100.0 199.7 100.0 210-0 30' 100.0 102.2 100.0 1200. 19-1/8' 100.0 210.0 100.0 210.0 U O 32' 1040 190_1 WILD 210.0 32' 108' _94.9 949 100.0 12OX 25-1/2'S0-5/e. 100.0 21D.0 100.0 210.0 -- 36' 60• 100.0 164.3 100.0 210.0 36' 85.9 85.9 100.0 120.0 37' 100.0 168.3 100.0 210.0 Equal Lite Window 42' 100.0 128-0 100.0 210.0 42' 75.3 75.3 100.0 120.0 53-1/8' IND 1012 100.0 1647 48' 100.0 104.7 100.0 120.0 48' 68.6 68.6 100.0 120.0 19-1/8' 100.0 210.0 100.0 _210.0 C 54' 88.6 88.6 700.0 120.0 ZC 100.0 120.0 100.0 120.0 26-1/2' 100.0 207.5 100.0 210.0 24' 100.0 201.1 100.0 210.0 ]0' 90.7 90.7 100.0 120.0 3Y �• 100.0 154.9 100.0 210.0 2yy£ 30' 100.0 162.1 100.0 210.0 32' 120' 83.6 83.6 100.0 120.0 SJ-1/8' 88.1 B41 100.0 120.0 L B B 32' _100.0 167.6 100.0 210.0 36' 75.9 75.9 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0_ bb a S 36' 72' 100.0 150.7 100.0 210.0 42' 66.4 66.4 WILD 120.0 26-1/2' 72, 100.0 101.5 100.0 210.0 PRODUCT GRE m F�.Dn�� d q2' 100.0 120.0 100.0 120.0 37' 100.0 1{6.11 100.0 210.0 BviW og G.k 46" 96.0 96.0 100.0 120.0 53-1/8• 62.0 82.0 100.0 120.0 Aaern.ion Nol�J'�st2•� Dam v9- Ir �08 54' 80.0 80.0 100.0 120.0 19-1/8' 100.0 210.0 100.0_ 210,0 - 24' 100.0 179.1 100.0 210,1 26-1/2' 76, 100.0 171.4 WILD 210.0 0 _ - -o 8 Mlsn Dade Product 30' 100-0 14J.4 100.0 210.0 J]' 100.0 138.8 100.0 210.0 _ _ JY 100,0 1353 100-0 210.0 53-1/8' 80.0 80.0 100.0 120.0 J6' 84' 100.0 120.0 100.0 120.0 En9r.d4vA0 NAND 42' WOO 106.1 100.0 120.0 CyAL I FIA. /70592 I 4B' 85.5 85.6 100.0 120.0 All values shown are Design PSF(Pounds per Square Foot) 7538 ' x 54' 74.8 74.8 100.0 120.0 o e e 5 NOTE VALUES FOR EXTERIOR LOADS(+)SHOWN ARE GLASS CAPACITIES ON THIS SHEET ARE FORSILL WITH WATERBAR ADAPTER drawing no. BASED ON ASTM E1300-09(3 SEC.GUSTS) FOR WINDOWS WITFIOUT WATERBAR ADAPTER qJ10 2015 AND FLOFODA BUILDING COMMISSION Mir EXTERIOR(+)LOADS TO 80.0 PSF W05-04 DECLARATORY sTATEMENT DCAM-OEC-219 sheet 3 of 10 'ago* Intedgyer .09 M.'s, r' u Syn Kums Sa s V NOTE: �➢Y Ku.oray luncrrco,ins.' Ry'Kuroroy Amenea,Ina.' GLASS CAPACITIES ON THIS SHEET ARE cY I BASED ON ASTM E1300-09(3 SEC.GUSTS) 0,Z Inlarlayw San Inkdayer AND FLORIDA BUILDING COM USSiON 3/16" NS SaRae r.P vrtn PET cwa 3j16"AN sage.CP with PET Core DECLARATORY STATEMENT OCADS-DEC-219 By'Eostmon Chemical Co: B)''Eastmon Chemieol Co.' Q 700'LnlerSayer .100'tntedayer al n son.HP Clew or Color Glass San.HP Clear or Color Glass BY Eastman Chemical Co.' oY'Eastman chommal Co.' n c EQUAL LITES WINDOTYS 4!M'! DESIGN WAD CAPACITY-PSP3/16" FiS 3/16"ANNt4LNDOW INUS. GLASS TYPE'3` LASS TYPE'3A'GIASS TYPE'4' tASS TYPE'4A SiriCaae S"hooneWIDTH HEIGIff EX(.(+)INT.(-)W.(+)IM.(-)EMj+)1H6(-)EXT.(+)rNi.(-) GE-1200 GE-1200GE-2000 GE-2000 24' 100.0 210.0 IGD.D 210.0 100.0 210.0 100.0 210.0 DOW-995 DOW-99530" 100.0_ 210.0 1004 210.0 100.0 210.0 100.0 210.0 1/4 Paints 0n Otos At 1/4 Points On UtassTYPa er Than 36• Glass T W Eer Then 36' 32' 100.0 250.0 700.0 210.0 790.0 210.0 1000_ 2700 - Type " .� �I. 36' 48• 100.0 270.0 100.0 210.0. 100.tl 210.0 10p.0 206.2 090'Intedoysr 090'Inlarloyer W aa1l N bz' 100,4 210.0 110.0zoo� 100.0 210.0 toxo 175.9 1j8" HS sen7ryGlas if$"ANN 3enlryGfas 7}3ag By Kuroray Americo,Inc' By Koromy Amer—Inc.' OM,$ 48' 100.0 200.0 ,...a 200.0 100.0 200.0 100.0 158.6 001',� b4' iC0.0 177.4 }000 175.d I90.tl 171.4 '100.0 1396 3/8" Air Space .075'lotertoyer 3/8"Air Space .075'leerlay. 24' 100.0 210.0 100.0 210.0 100A 210.0 100.0 210.0 ByTIas CP YAih PEC Cam By'E CP With PET Core - 1/8" FIS By Eostmon Chemieol Co: 1/8"AN BY Eastmon Chemieol Co.' .+ 30' WILD 210.0 WILD 210. _100.0 2101 100.0 210.0 .tOO'Iniert�er 100'Interlayer S m 32 100.0 210.0 100.0 210.0 100.0 210.0 -100.0 2022 Safles IN giCor or Color Glass So as HP clew or Coln,Glass ti 60' By'Eastman Chemical Co.' By'Eastman Chamkal Co.' 36' 1010 210.0 100.0 210.0 }00.0 210.0 100.0 1745 yy EDGE SPACER 42' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 1534 ST.HEEL BY'CARDINAL' 1 8" HS XL FAGS SPACER 1/8"ANN r m 48 IOD.O 120.0 100.0 120-0 100.0 120,0 100.0 120.0 OR / 6T STEEL BY'CARDINAL! 1`yµ / a" OURASEAt.By •gUAMOV Silicone 0.R SiDtone O j 54' LOGO 12OX 100.0 120.0 100A 120.0 100.0 106.3 OR GE-1200 DURASEAL BY'OUAMEX' GE-1200 O w 24' 100.0 210.0 100.0 210.0 100.0210D 100.0 210.0 SUPER SPACER 10''OUANEX' GE-2000 SUPER SPACER BY' OR GE-2000 O N OOYl-995 DOW-995 30' 100.0 250.0 100.0 210.0 100.0 210.4 100.0 1DUAN 72.2 At 1/4 Peals M Sizes 23 AL 1/4 Points All Sires 2 N 32' MOM 210.0 100.0 _191.2 MOD 210.0 100.0 178.0 Gloss Type "4" Glass Type "4A" I rn N Sb' 72• 1008 270.0 140.0 198.4 1001 210.0 100.0 16MI - ODM az' _100.0 120.0 100.6 1204 100.0 12tl.0 100.0i2-- width0.0 METAL LITES WINDOWS 05 48' 100.0 1204 LOGO 1200 1001 MM iW.0 1095 DESIGN IAAD CAPACITY-PSF i�"' -.)1 $ Z Zu- 54' 100.0 120.0 100.0 120.0 100.0 120.0 90.5 90.5 WINDOV DIMS. GLASS TYPE'3'GLASS TYPE'3A'GLASS TYPE'4'GLASS TYPE 4A' �C,= 24' 100.0 210.0 1000 210.0 100.0 210.0 100.0 190.2 wort HIPSu ESI.(+)INT(-)EXL(+}iNT.(-}EXr.(+)1NL(-)cxq()IND.(-) }t; Or e: 30' 100.0 210.0 iCO.0 210.0 100.0 210.0 100.0 152.3 19-t/8' 100.0 210,0 100.0_ 210.0 100.0 210.tl 100,0 210.0 j 000 F 32' 100.0 210.0 Scam 210.9 100.0 210.0 LOGO 143.7 26-f/2' 26' 144.0 Zoo 100.0 210.0 100.0 210.0 100.0 21ao 36' Be IOU 120.0 100.0 120-0 100.0 120.0 100.0 120.0 37' 10OA 210.0 IND 2700 1000 2104 IWO 2100 p. 42' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1127 53-1/8' 100.0 210.0 100.0 250.0 160.0 216.0 100.0 210.0 p L g 48' 100.0 120.0 100.0 120.0 100.0 120.0 90.9 90.9 19-1/8' 106.0 210.0 100.0 210.0 100.0 210.0 IOD.O 210.0 54 IQD.O 120.0 100.0 120.0 100.0 120.0 60.6 80.6 26-1, 38-3jfl' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 tU C 8 N 24' 100.0 210.0 IOD.p 2140 1004 210.0 100.0 172.0 37' 100.0 210.0 100.0 210.0 160.0 210.0 100.0 2100 0 R 12 30' 100.0 120.0 160.0 120.0 1000 120.0 to.0 120.0 53-1/8' 100.0 206.4 1 100.0 206.9 100.0 206.9 lGD.O 208.9 E 32' 100.0 120.0 100.4 120.0 IGGA 120.0 104.0 170.9 19-i/e' 700.0 2101 100.0 210.0 100.0 210.6 100.0 210.0 36' 96' 100.0 1x0.0 100.0 120.0 100.0 120.0 100.0 107.8 26-7/z'60_Sj6' 160,0 210.0 100.0 210.0 too. 210.0 100,0 210.9 Equal Lite Window 42' 100.0 120.0 TOO. 120.0 100.0 120.0 90.8 9b a 37' MIA 210.0 100.0 210.0 IOD.O 210.0 100.0 193.1 48" 100.0 120.0 100.0 120.0 100.0 1204 DOS 809 53-1/8' 100.0 168,7 1O0A 168.7 100.0 168.7 100.0 131.7 All Values shown are Design PSF(Pounds per Square Foot) Se 100.0 120.0 100.0 1126 fOG.O 120.0 73.2 733 i9-1/8' 100.0 210.0 IMO 210.0 100.0 2700 100.0 210.4 VALUES FOR EXTERIOR MADS(+)SHOWN ARE - - 20.' 106.0 210.0 106.0 210.0 foa.o 210.0 1000 151.2 zs-r/z• 6T 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 FOR SILL WITH WATERBAR ADAPTER 30' 100.0 12MO 100.0 120.0 100.0 120.0 100__0 108.6 37" 700.0 210.0 100.0 193.9 f44A 2100 100.0 177.0 FOR WINDOWS WITHOUT WATERF3AR ADAPTER 1 327 108, 100.0 120.0 100.0 120,0 1009 120.0 500.0 100.8 53-1/e' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 104.5LIMIT EXTERIOR(+) LOADS TO 80.0 PSF yt 36' 100.0 120.0 100.0 1200 100.0 1 120.4 1 912 912 1 19-t/D' ICMO 210.0 100. 210.0 LOGO 24QO 100.0 210.0 1Ensn tAYAa AN9AA 7 42' 100.0 126.0 100.0- 120.0 100.0 1200. 80.0 80.0 26-1/2' 100.0 210.0 100.0 210.0 100.0 219.0 100.0 1925 PROIWCTREALSM fl.L '70.592 48' 100.0 120.0 IOU 112.2 100.0 120.0 729 721 37' 300.0 210,0 IOU 1965 100.0 21CO 100.0 156.0 mxmPyiag00th Ble ETwiCA 3536 'A" a 24' 100.0 _120.0 100.0 120.0 100,0 120.0 100.0 120.0 53-1/8' 100.0 120.0 too 120.0 IOD,0 120.0 94.6 94.6 Agapiame tto( )�.f3 a $ 30 1000 120.0 100.0 120.0 IOOA 720.0 96.4 -96.4 19-f/8' 7coo 210.0 100.0 210.0 100.0 210.0 100.0 210.0 Es Iratian Dara _ 3Y 120• 100.0 120.0 100.0 120.0 IaO.a 120.0 864 08.8 2fi-1/2' 76, 700,0 210.0 100.0 210.0 100.0 210.0 100.0 1021 ➢y JU 0 2015 rdrowirg o. 36' 100.4 12x0 100.0 120.0 fOp.O 7200 80.6 80.6 3T' 140.0 210.0 100.0 19M1.8 100.0 270.0 100.0 115.7 Miam' daPradoH 0005-04 42' 100.0 12a.0 700.0 114.1 100.0 120.0 76.6 70.6 53-1/e' 100.0 126.0 100.0 120.0 100.0 120.0 BfiS MA 1/8"Ann Gloss 1/8"HS GI... a .090*Wed. MD"W.0,- W'X...y America.I-* By ray A-fcr.Inc.' z .075* Supplemental Test Results for: 0 Se 1.CP With prr C- sone,CP With PET Com Air Infiltration -Water Leakage Resistance Forced Err" By*E.sW..Ch..k.1 CO.' BY'E.I..Ch.rf,..l C.: "00-1 A , Com. Ia.eye, Test Type and Method Results 0 -S ft.z ,ar C.,cke� S.fle.HP Clear r Color Gloss. By'E..b-cl,..Uc.I Co: BY*E.It-Churri.w Co: IL Air Infiftrotion Test(ASTM-E293) a 11/6"Ann.GI... 1/8-HS GIG.. 0 I87 psf pressure differential PASSED Z44 C.F. Min Sq F1 iv �,I 0 6.24 psf pressure differential PASSED .076 C.F. NE. Sq Ft Silicone .2 Silicone li (y 0 CE-1200 GE-1200 Water Leakage Test(ASTM-F331) No leakage allowed 0.1 0 tat`- E-2000 at CE-2000 GE-2000 Without..te,b.,Wept- PASSED 0 12,0 PSF DO - DOW-995 with-Ixft,adopt., PASSED 0 15.0 PSF d At 1/4 F-1-1.On Utes At 1/4 Points On Citesq 31 M, Vrid.,Than 36* Yfider Than 36' Fureed Entry R.gito..test -S- w p4 01 ss Type 'T' Glass Type "2" (ASlw'588 Ar Orade 10) 5/16"Non4nol Glass 5/16"Norninuf Gloss Anneoled/Annealed HS/HS UNEQUAL LITIRS WINDOWS (ORIEL) UNEQUAL Ll-f.ES IfUNDOWS (ORIFI) DESIGN LOAD CAPACl1Y-PSF DESIGN LOAD CAPACITY-PSF MN00WD�MS. TopV : T"PS'I'GLA S TYPE NDGW DIMS. TOP VECIASS TYPE-I-CUSS TYPE-2- 0;Zi;THOW40GJ7JT(4)r1Nr.-) XT.(.)IW.(-) HEIGHT W.(+)ftUr.(-)W.(+)INT.(-) 0 1, 24" 161,9 100.0 2110.0 104.4 111,0 111,1 211*1 0 A. 100-0 120-0 26-1/2- 96. IOMG 138.5 100.0 210.0 IT .6 30' 0-5- 48* '-i9-Z -TOO-0 T20-0 k.1 1.11.1 *1..0 120.1 37' (MAY.) R O`o _i _L_ 20.0 53-f/v go' 4v . L. Op (MM'.) 'Goo 69Z IC0.0 t2zo 42" r.5.4 85-4 10-0.0 120.0 100.0 210.0 100.0 210.0 Z 54. 48* 7e2 762 tOOZ 120M 26-1 10" 17.0.0 IOD.0 120.0 G,- 6 9 -T- 00-0 -5-00 -8-3-.G-T 10-0.0 120.0 §. a 8.. 8.0 T 37, 0- 24' 00.0 1474 100.0 210-0 t 100.0 210.0 Z56�0 1 9-118' 100.0 10-0 F1 -L- 30, 100.0 102.2 100.0 120.0 26-1/2" V20" 60" 100.0 108.6 To-0c-126T c 3 v.U.6 js.C,�Jlj.0 27 94.9 949 100.0 12010 37, (MAY) 737 M7 100.0 1200 NI 36, 108' _L_ o..0- (MAX.) 85.9 05.9 100.0 12.0.0 100.0 210.0 100.0 210.0 7.5.3 753 100.0 120.0 26-1/2' 120* 66* 995 99.5 100.0 120.0 BY 40' 68,6 68.6 100.0 -i-20L-0- 3r (MAX-)1 65.7 65.7 100.0 120.0 K 24' 100.0 1209 Imo 120.0700.0 210.0 100.0 210.0 72- S. 01 90.7 90.7 1 100.0 1 170.0 26-1/2- (MAX) 9119 93.9 104.0 1x0.0 VALUES FOR EXTERIOR LOADS(+) SHOWN ARE R 32' 120, 60' M.6 '1' 110.0 1210 IOU 120.0 FOR SILL WITH WATERBAR ADAPTER c 100.0 99.4 10010 010 3 (MAX) 75,9 F!5 4,�.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER 2 N-0 42' 614 66A 100.0 120.0 19-1/8 L0.0.1 L2�O..O 100'0 120.0 LIMIT EXTERIOR(+) LOADS TO 80.0 PSF ON (MAX) 00.0 20.0 24 100,0 120D 100.0 124.0 16-t j2' width 1. 120, Cs. 11 7 817 1000 1200 v v . _ _ 32 (MAX.) 77J 77.7 100.4 120.0 36 67.4 61A 100.0 120.0 o 2e 1 00.0 3 100.0 12MO I 0. iTi 100.0 120-0 GLASS CAPACITIES ON THIS SHEET ARE Top Vent 3 120* 72' BASED ON ASW E1300-09(3 SM GUSTS) 32* (Mo.) 70.1 70.7 Too-o -i2o.o- AND rLCR:DA BU;LDZNG COMMISSION L E ev, MNu 60.3 BOJ 100.0 120.0 11C41ftATO"SIAIUMINT ICAOI-111C-111 CML 100.0 120.0 1 12010 92 I L12 n- �1,2�7 120.0 This Lite must be a- _2 12 ION 53e 6 Equal to Or-.N., 3.8 100.0 120.0 Iq 100.0 120.0 FA-00-0 L20.0 tmn the TOP bl, droving no. 1 20- 84" 5�6�666 1 M�q 120.0' U L43 0 0,5 W05-04 All values shown are Design PSF(Pounds per Square Foot) tlrtequal Lite V, d 70w CE.-h-�-et4-tj0 .090'Interlayer 090'Intedtlyer g Dy Y;usenzy Ameheo.Inc.' 01POInt, Y As,.K..Ine' �/T9 T� o 1175'Intesi yer tuit /���YY 3/16" HS sae CP Mth TV Coe 3/1CP Wtit PET Core Z 3 By'Eastman Chemical Co.' tmon Chemical Co.' 100'IMedeYer terlvyaf �tt1 SoBea lip pear 0.r Ctlior Gipep P pepf w Color Class p 1 Cl- ay Chemical Co.' tman Chemical Co: 00 c o v 3/16"HS3/16"ANN d pa c ZtSilicone Silicone dtGE-1200GE-1200 0❑ moi E-2000GE-2000DDW-995DOW-995GLASS CAPACITIES ON TMS SHEET ARE 2 Al 1/4 Points On Ulep /4 Point,On Lees 0 BASED ON ASTM E1300-09(3 SEC.GUSTS) Glass Type "3" Most Then 36' Gloss Type "3A" waw Then 36' o w AND FLORIDA BUILDING COLIM15SION DECLARATORY STATEUENT OCAOS-OEC-219 .090'Intenayer 090•Intdoyer Q �`fe 1/8"HS sentryGIs 1/8"ANN szobyalna li ice= By'Eamroy Amedea.I-' BY'Rummy America.Ino' J u UNEQUAL LITES WINDOTYS (ORIEL) 3/8"Air Space .075'lntdoyer 3/8"Air Space_ o7S'lots oyer Q w SoRea CP Mth PET care Salter CP MIh PC Can, DESICN LOAD CAPACITY-PSP 1/8" HS 6y Tostman Chemieol Co.' 1/8" ANN BY•Eastman Chemical Co.' - TDp .700'lsdeuayw 100'intedoyer RINDOIP DIETS. CLA33 TYPE'3'MASS TYPE'311'GUSS TYPE'4'G(ASS TYPE'411' L SaRex HP pear w Colw Gfass "0.i MUTH HEIGHT HEIC IT Enc(+)INe(-7 EXT.{+)INT,(-)Enr.(+)1Nr.(-)Ent.(+)INT.(-) sane.HP Guar 0.r cwor pons 24' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 By'Eastman Chemet Co.' By'Eastman Ch-1.1 Co: - XL EDGE SPACER EL 'e SPAR i° 30' loa.o 1204 10.6.0 120.,0 100..0 120.0 sw4 Izo.0 5T.STEEL 1T/'GROINAL' r'2a 1Je" HS sr.STEEL sn'rAR03+aL' ;�, /8-ANN r,,� 32' 100.0 120.8 IOOA 120.0 100.0 120.0 100.0 118.9 OR Silicons DR Silicone z O W 96" 48' OURASEAL BY'OitANEr -_ GE-1200 DURASEni.BY'OUA" _ GE-1200 o- 36' ( } 700.0 120.0 108.0 120.0 100.0 120.0 100.0 107.8 OR GE-2000 OR GE-2000 42' 700.0 120.0 100.0 120.0 100.0 120.0 90.8 00.a SUPER SPACER BY'OUANEX' 01}00_995 SUPER SPACER BY'OVANEn' DOVi-995 49' ICOR 120D 100.0 120.0 took 120`0 Bag 80.9 At 1/4 Pofnls NI Sizes 23 Al 1/4 Paints Ail Si2ea �N 54' iDO.0 120.0 100.0 T126 100.0 120.0 73.2 733 Gloss Type "4" Glass Type "4A" O7w^ 24' 1002 2iDO 100.0 2120 700.0 21011 700k 151.2 Q tV UNEQUAL LITES {Y NDOWS ORIEL ❑3 J0• I .0 120.0 100.0 120.0 100.0 120.0 100.0 108.6 (ORIEL) PRODUCT 327 100.0 120.0 100.0 120.0 tOOk /209 _100.0 100.8 DESIGN 1AAD CAPACITY-PSP ssaomplpingwlthlMP2m(d4 Z Z�.. lee" 54" BmT4a8 Coda p= ]6' 100.0 120.0 100,0 120.0 100.0 MOD 91.2 91.2 11INODW DIMS. cuss TYPE'a' USS TYPE'3A'CLASS TYPE'4' USS TYPE W Aeza lamv Nol 512.0 es a (DAn,) TOP C Iounucetc Q U o< 42' taa9 120.0 lapo 720.0. 100.0 1zTl.o 170.0 Soo MDIH HEu31r HOGHT -n +}iHTd-7 OTT.{+)iNL(-}Ocr.{+}tart-}Enc(+)iNLt-7 48" 100.0 120. 1ODO 112.2 100.0 120.0 729 72.9 19-1/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 DY �- Micn1 260 Pm6uncen - -- 24` IOOA 1204 100.0 120.0 TOMO 120.0 7004 120.0 26-1/2" 98" 48' 100.0 210.0 1ODA 2109 100.0 210.0 100.0 147.1 Width dth } ]p' 100.0 120.0 100.0 120.0 100.0 120.0 96.4 96.4 37" (yAn.) 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.5 32' 120" 60" 100.0 120.0 100.0 120.0 7020 120.0 888 888 53-1/8" 100.0 12DO 100.0 114.4 100.0 120.0 743 74.2 g e 36" (Mo.) 100.0 120.0 7C80 120.0_ 100.00 120.0 80.6 60.6 19-1/0' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 C 42' 100-0 120.0 1GOD 114.1 CODA 120.0 70.5 70.6 26-1/2' t08' Se IODA 120.0 1004 120.0 100.9 120.0 100.0 120.0 TO Vent 20. 100.0 120.0 500.0 120.0 100.0 120.0 100.0 t20A 3Y (MAX) 100.0 120.0 100.0 120A 1ODO 120.0 88.8 88.6 - P c R 30' Me 120.0 100.0 120.0 100.0 120.0 86.8 868 19-1/8' 100.0 T10.O 100.0 204.2 100.0 210.0 100.0 210.0 � u n LR�IS 120" 66' jr (I,tAy,) 100.0 120.0 100.0 120.0 700.0 120-0 fi28 82.8 26-1/2` 129' 49" 100.0 120.0 700.0 120.0 100.0 120.0 Joe. I1S.4 p A 36" 100.0 120-0 100.0 120.0 100.0 120.0 71.8 71.6 37' ( '') 1000 120.0 100.0 120A 100.0 120.0 78.3 78.3 24' 100.0 720.0 100.0 120.0 100.0 120.0 706.0 120.0 i9-4/8' 700.0 21D.0 500.0 210.0 100.0 210.0 tCOA Zi0.9 �LIo;10 or Dllof x 70 120• 72' 100.0 120.8 100.0 120.0 100.0 120.0 81.9 81.8 28-1/2" t2q' 66" 100.0 7220 100.0 120.0 100.0 120.0 100.0 105.7 Ihon the Tops Lilo 0. ,g 12 (MAX-) )ODA 120.0 100.0 120.0 100.0 120.0 745 74.5 3T' ( •) 1000 I2a0 100.0 120.0 took 120.0 me 69.8 J6' 100.0 120.0 100.0 120.0 100.0 1152 84.0 64.0 18-1/8' 124+ 72" 100.0 2104 100.0 270.0 100.0 210.0 100.0 210.0 IDDA 12ao 100.0 120.0 to" s20 100.0 sza4_ z6-it2• 4.012.) 100.0 120.0 100.0 120.0 1020 12MO 99.6 99.8 Unequal Lite Window - 10' 120' 78' 100.0 120,0 100.0 120.0 100.0 120.0 75.6 75.6 19-1/6' 120• 78• 100.0 210.0 100,0 210-0 IOD-O 210.0 100.0 203.3 32^ tHAY•} 100.0 120.0 )ODA 120.0 100.0 1220 678 67.8 26-, {kAX.) 100.0 120.0 100.0 120.0 IOOO 1200 935 93.3 Eov,IAY�ARv.+D 24" 120+ 100.0 120.0 100.0 UNLO 100-D 120.0 100.0 120.0 19-1/8' 120" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 163.5 AULP 2IGOD 120.0 160.0 120.0 taa0120.010.7 72T 28-if2' 4dAX.j 64 100.4 t?00 1900All values shown are Design PSF(Pounds per Square Foot) S VALUES FOR EXTERIOR LOADS(+)SHOWN ARE drawing o. FOR SILL WITH WATERBAR ADAPTER Olx W05-04 FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+)LOADS TO 80.0 PSF (e-_-14A 0110 -- �4" Z 0 IMPORTANT NOTE: Installation Type "A" 1=8 Wood Bucks must sustain Q t� a, w/1 x 4 Beveled P.I.Woad Buek loads imposed by glazing (Ya :s, system and transfer Q them to the building "• Buck bed in structure. TYPICAL ANCHORS: SEE EM.FOR spwuG C'a seolanl (lYP) ,.-- 1/4"DLA ULTRACON BY'ELCO'(Fu-177 KSI,Fy-155 KSi) 0 G .I r- ' 1/4'DIA.HILTI KWIK-CON II(N=163 KSI,Fy-157 IG) ° INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 0 a>¢o7 1/4' Dio. 0 m a _ 1-1/2'MIN.PENETRATION INTO WOOD Q,' o,y Ulltrocon Or at Head S��YP)l E THRU 18Y BUCKS INTO CONC.OR MASONRY (y Z m 1 a Kwik-con 1-1/4°MIN.EMBED INTO GONG.OR MASONRY j v (or equal) x a f O �-� DIRECTLY INTO CONCRETE OR FILLED BLOCKS f H) E r 1-3/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK \J 1/4"DIA TEKS OR SELF DRILLING SCREWS(GRADE 5 CRS) '- INTO MIAMI-OADE COUNTY APPROVED MUWONS(MIN.TUK. 1/8") c INTO METAL STRUCTURES 3cn STEEL: 12 GA_MIN.(Fy=36 KSI MIN.) 6� ALUMINUM : 1/8'THK.MIN.(6063-T5 MIN.) ---i 3M1/2- in.1/2° (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w v z 4 I Min. TYPICAL EDGE DISTANCE \� INTO CONCRETE AND MASONRY=2-1/2"MIN. INTO WOOD STRUCTURE= 1"MIN. O INTO METAL STRUCTURE 3/4"MIN. e Z z 2 3/4" WOOD AT HEAD,SILL OR JAMBS SG=0.55 MIN. 3 0 CONCRETE AT HEAD,SILL OR JAMBS V.-3000 PSI MIN. R p Ups C-90 FILLED BLOCK AT JAMBS V.=2000 PSI MDL Gi U •0 1 x 4 Beveled P.T. o Wood Buck (typ.) JB & JT ���F 1 i/4' Values for Installation Type "A" apply to the following installation types, with o maximum shim space 1/4": N 1- Using 1by P.T. wood bucks, min. 3/4" thick, d vj2RN Optional 2- Directly into masonry, without the use of wood bucks. Non-beveled L-2 Wood Buck (dotted) 3- Directly into a steel or aluminum structureMin. 1/8" thick and using X14 Teks or Self drilling screws. Structure must be designed by others to sustain the loads imposed _ by the window. EN.uwo ARuw PRODUCT R nSED n7. 7ossz 2 , d>7"e Rh Z.nndm = ' 1—1e • nn'0 15 0512.0I §s Il 15 ¢".� W.M1 � . .•� Ry � 2015 drawingo no. OMu,"D ftPmaea�ovl W05-04 Optional Pre-Cast Sill sheet 5 of 10 Z a# Installation Type "B" Installation Type "C" F r w/2 x 4 Beveled P.7.Wood Buck bosed on wood pe netrotion only o. using 1 x 4 or x 4 woad bucks 1,8 Duck bed in _ .rr•. Buck bed in �°a sealant(IyP) sealant(lyp) /.� / • • <,a.. .• i I �`�mrc� 1/4° Dia. Flat Head i Sealant —=- < m LL�' I Ultracon/Kwik-Can ; 1/4" Dio. Flat Head (tvP) (or Equal) .Sealant - Teks Or C w` e�{U 7 V 1-1/2" Min. Wood Embed (typ) E 1/4" Dio. Ultracon/Kwik-Con r ' --I - Fasteners O E _ O E —1 x 4 & 2 x 4 P.T. Wood Buck(typ) oOR i 0 I-D in. ° See Installation o - -i Types A" & "B, d I for 1 x 4 & 2 x 4 `a P.T. Wood Buck Styles N 12 00 3 M n IMPORTANT NOTE: Wood Bucks must sustain 3 loads imposed by glazing 5 m,. 2 3/4° system and transfer U�s `b them to the building o 2 x 4 Beveled P.T. structure. Wood Buck (typ.) JB & JT PRODUcrREVMM JB & JT llCod�,;mweFtmte. c n�ra�OPt Codrm 15.0512.0 r g R is 1 1/2"Min. i lion Dote -w w B a„ 0 tonal Total Wood Pro". -beveled cu a P Penetration °'3 4 S 4 Sealant Non-beveled O Wood Buck Optional - S (dotted) Non-beveled Sealant Wood Buck - o S (dotted) a e $ I f t I Err.J Aa AK1 CML iPE ]x592 u t e 2 3, V.n. .v 3 015 ora 1 g o. Optional Pre-Cast Sill sheet 6 of 10 DESIGN LOAD 645401711 D ANoNCHORS gf66 100 M. M.ADDL ARCBIOR 81ND08 DIMS. ANCHORS LOAD C.HOLE y..-...P ANCI317ItS _ ANCHORS IRTH PS Sm.DDIE PA77ERD S1D.DOSE PATTERN M.HOLE p 11ERH BTD.DOLE PA77ERN i/0 ADOL A41C89R 9R N ADDL ANCHOR 0 r A7D1H HEIOHT AT JAMB EXT.(+)&INE.(-)EXE.(+)&IAT.(-) tY111111 HEIGHT AT JAW MrL(+)&IM.(-)EX1.(+)&WC(-) 24• 2509 210.8 19-1/8' 2100 2/69 g 30' 210.0 270.0 26-1/2' 26, 4 210.0 270.0 Q'o 'er 32' 210.0 2/09 _ 37' 210.6 210.0 36' 48' 4 210.0 210.0 53-1/e' 210.0 210.0 p 42" 201.8 210.6 19-1/8' 27410 210.0 Q I•j h 48' 175.7 210.0 26-1/2'38 ' 4 210'0 210.0 0 O `yI Sr 1472 206.4 37' 210.0 210.0 4 a g 2L' 210.0 210.0 53-1/8 1769 210.0 30' 193.7 210.0 19-1/8' 2100 210.0 2 W O 32" 1859 210.0 26-1/2"50-5/B" 4 210.0 _ 210.0 36" 60' 4 170.9 210.0 37" 208.1 210.0 4 0 42" 1529 1912 53-1/e' 145.8 1963 4 48" 138._ 1739 19-1/8" _ 21010 210.0 - 54" 1263 157.9 26-1/2' e_ 4 19&4 Z10A 24" 210.0 210.0 37" 157.4 196.7 _ 30" 210.0 210.0 57-1/8" 1205 150.7 i 32" 210.0 210.0 19-1/8" 210.0 210.0 3 36" 727 6 2D1.8 _21" 26-i/2' 21x0 _ 21" 42' 181.6 210.0 37' 8 188.1 210.0 _ 48' 1453 1926 53-1/8' 12D.6 178.7 0 M 54" 117.2 175.7 19-1/8' 210.0 210.0 C111 24" 21010 210.4 6-1/Z` 2110 2/09 43 30" 189.5 210.0 37" 75 6 184.4 1 216.0 LOADS APPLY TO INSTALLATION TYPES 3Y 180.3 210.653-1/0- 17x2 tfie.s A, B & C AND INTO ALUMINUM BUCKS � O 36' 84' 6 165.1 1928 i g 3 42" 149.2 1739 FOR ALUMINUM BUCK INSTALLATION SEE' a a 49' 135.4 167.9 SHEETS 9 AND 10. 54' 111.2 1453 '$!p 5 24' _ 194.6 210.0 Width v 30" 161.4 1883 32" 153.2 1 6' 2--4 6 36" 9B' 6 139.7 18396" I r -..I. lnslollotlon �' M4 42" 1245 1453 Screws 4B' 113.5 1324 R 54' 104.8 1222Addl.Anchor z 24' 2109 2109 ❑ rAL MCh 5tRe Entls J4" 1875 210.4 Chort For CopoNty g 32" 108" a __177.7 1989 L / z § x° 36" 761.4 161_e . 42" 147.1 781.0 "1 c - 48' 129.7 145.9 E �` 24" 201.8 210.0 C c 30" 168.0 1869 32' 120 8 157.2 17&B J6' 142.4 1602 Ory.Am AIQA1p PRODUCTRLYIsm FIE 42' 125.6 141.5 JCGI Stondord H4lc PDtt4rn� ala m Piyi��vrm1>"p7mw i rMm9z n«�lao�nmlrj"D5(Z.O'] g' s k Oy s 4'1,415 po>.9x1 drawing no. Refer to sheets 5&6 0! 10 for description of instollotfon types A-B-C �W05-04 sheet 7 of 10 Vertical Mullion Performance Horizontal Mullion Performance ed' ro4�V�io + W2 For Window Performance, refer to sheets 3 or 4 W7 Tributary Width = 2 1 m•+1 1A Z 8 For Window Performance, refer to sheets 3 or 4 W1 W2 W1 W2 Q InslolfaDOn Screws g' #14 x 1"FH ;!L.--.-1ij C u 6�p (typ) -'y 7-�3„ I Sealant Teks Or Self Drilling Screws:, a Q c M b ii MV 7 m:lem6ee 0� (C2 sur a c -li E t fi 4 Q it 2Ci Seolont 4 LL ZMG o -Ci' Ij * j� NO of MM p .Jams Multiple Openi1" ng Multiple Opening E x 4"x 1/8"thk.Aluminum (2 or mora windows) (2 or more w;nd-S) O s' m w/ 1 screw on each side of mullion /2 r 3 screws on each side of mullion Tube Mullion(unclipped al ends) E Standard Inslallolion Hiah Load Installation (Mull length =Wdw Width - 1") 3 (• - additional holes to be drilled by installer) 'z i UO� 1"x 4"x 1/8"lhk.Aluminum ON DESIGN IAAI1 CAPACITY-PSF WDN DESIGN WAD CAPACITY-PSy U Y DESIGN WAD CAPACITY- SF w p F Tub Mullion (unclipped a1 ends ONB A,CIIOR TWO ANCHORS T11RU ANODES ... N ANCHOR TWO A IORS TRUE ANCHORS ONE.V:CHOR T90 ANCHORS THREE ANCNORB Cj Vl (Mull length =Wdw Height 1 WINDOW DIALS. EACH SNE EACH SIDE EACH SIDE WINDOW DIMS. PACK SIDE EACH SIDE EACH ME r20-1/27 N DWS. EACH SIDE EACH SNE EACH 610E N o MaN HEICNr IXr.(+)k OR.(-)rYI.(+)h G i m.(,)&R1r.(-) Mum he= WJ{.)a Nr.(-)EM.(+)k Da.(-)OR.(+)Q OIL.(-) NeaM I]R.(+)h ON.(-)W.(+)A W-(-)M.(+)a dr.(-) 2e 150.0 2100 210.0 24' 843 12-06 1/0.7 26' 210.0 210.0 210.0 3NMm 30' 1309 210-0 210.0 30' 5.13 108.7 114.1 Moo 21" 210A �' 814.03/4"171 J2' 1268 210.0 210.0 32' 60.6 101.2 107.6 181.6 210.0 210-0 e I Z 2�o Teks r Self Drilling Screws 49' 96' JS-J/e' 3fi' 120.0 21 D.0 210.0 ]6' 48.2 913 963 1762 210.0 �21Q0 42' 114.8 210.0 210.0 42' 41.1 873 114-0 178.0 210.0 210.0 tn; O2` 40- 1125 210-0 210.0 48' 373 75.0 76.1 1650 210-0 210A UO�� 5{• 1125 210-0 210.0 51' ]43 69.6 69.6 . 1W9 210.0 210.024' 1123 210.0 210.0 2e SB] 98.3 90.] 1D9D 210.0 210.0JO' 980 IB2A 210.0 30' 163 790 793 ' 101.1 20ZJ 210,0 32' 92.0 184.1 210-0 12' 44.0 740 74.9 19-1/S' 128.0 210.0 210.0 36' GO' 65.7 171.{ 210.0 36' LOB' 400 67.2 672 26-1/2' 61' L787 1966 210a 4r 79.1 1583 210D t2' ]53 511.5 555 JY 1574 210.048' 75.0 1500 210.. 48' 32.1 52.2 522 SJ-1/8' IJ3.9 2009 54' 72.1 145.5 210.0 ]t' 50.0 71.4 71.4 19-1/8' 210.0 210A h�+ +24' 90.0 ISDO 21QO JO' 41.1 57.6 57.6 25-1/2' �. 1663 2101D]9' 75.8 Im.6 210M J2' 12D' 360 54.2 5{3 ]]' 1]0.9 196.13Y _ 72J 144.8 210.0 ]6' 353 46S 483 53-1/8' 101-0 161.1 Sealant a I\r Ser 7 66.7 I= 20OA 42' Ol.z 42 4u 19-I/8' 1020 204.0 210.0 N (YP) IVIV {2' 603 121.0 181.3 29-1/2' ]6. 779 1550 60=2 t 48' 583 1125 168.8 37' W9 121.8 182.7 h a o 8 ti 54' 533 1067 iW.O 5J-1/e' 49.] B6] 148.0 2. - 24' _ 75.0 IW.O 210.0 W' 626 1252 1723 vv�� 32' 59.8 M.1 162.8 T 4' E,".AM ANNAD ,88 :6' 8 94S 109.1 117.1 C19R P�RDDUCfRRVISED 1 2- 190 DIM 129.7 -4112 70.592 Plying wimth9 F7mide u 1 1 OvilSivg Code 4e' 45.0 Me 117.4 ss3e ,y 54' 02.1 84.2 1084 ExPlr+ltonDate (20 $ a 5 Dy Miwo' Product Can drawing 170. 440 2015 W05-04 sheet 8 of70 PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK=IN(' TYPTAII G f.. OF ALUMINUM LUNI N RULE OF ALUMINUM HULK REFER TO SHEETS 3 THRUNDOW CMACIRES INSTALLATION ANCHORS INSTALLATION ANCHORS INL.(-) IXL(t)@ IM.(-) USE LOWER APPLICABLE VALUES. aNC. ZINOOB OIM4. " C 210.0 �787�2 OA 270.0 WOOD 1 muni 0 •, Z 3 ANCHOR SPACING :0"OR SPACING ARCH SPACIND ANCHOR SPACING ANCHOR SPACA'C ARCHOR SPACING 0 THOMfl D7MR INIII CONC. INTO HOLT M RIA IN"1100D 1DDiH HEICNf 10"D.C.O.a B"0.0. 3B'0.a B'0.C.I0`O.C. O'D.C. fHpIN NIICNi 18"O.C, an O,a t8'O.C. 8"at. IO'D.C. B"R.C. 210.0 210.0 210.0 12(OA 210.0 NOD 30' 210.0 210.0 155.9 210.0 210.0 210.0 28-1/2' 2fi„ 2700 210.0 210.0 210.0 210.0 210A q.� p" 0 O 3Y 214.0 210.0 750.8 2104 210.0 210.0 37' 210.0 210.0 1855 210.0 210.0 210.0 36' 48' 210.0 210.0 1{29 21tl.0 210.0 210.0 53-1/8' 2100210.p 148.0 210.0 1988 21pA 0 p 4Y 205.7 210A 134.3 204.2 1783 210.0 i9-I/e' 210,0 210.0 210.0 210.0 21OA 210.0 48' 205.7 210.0 131,3 201.0 180.0 210.0 26-1/Y 210.0 210.0 173.9 210.0 210M 270.0 _ a&IM t4 Je-3/e a 4i 6 Sd' 568.4 210.0 107.2 187.6 144.0 270.0 3Y 210.4 210.0 757.4 218.0 214.0 214.0 24' 210.0 210.0 134.0 210.0 210.0 210.0 53-1/S' 186.8 210.0 1185 207.4 159.2 210.0 N p 1 30' 1792 2IOA 114,3 200.1 2t0A 220.4 19-1f8' 210.0 2f0A 7986 274.0 270.0 27¢,0 a 3•H! j 327 171.8 210.0 108.6 191.9 210.0 210.0 26-1/2' 50-5/8' 210.0 210.0 165.9 210.0 210.0 210.0 LL 2_1N0-p tl�t J6' 6D' I%0. 210.0 102.1 t7S.7 210D 210.0 37' 20.13 210.0 129.8 184.8 21010 2104 J DZ M Q 0.2' Iq.l ZTOA 942 164.9 1783 270.0 53-1/8' 171.8 210.0 108fi IB0.7 147.3 210.0 a W 48' 140.0 210.D 89.3 150.3 1SOA 210.0 19-1/8' 210.0 2104 VISA 210.0 210M 210.0 _ -- se 135.5 210.0 86.6 151.6 1422 21CO 26-1/2' 2f0A 270.0 146.4 210.0 ZOO 21MO 24' 210.0 2100 134,0 210.0 210.0 210.0 37' 183.7 210.0 177.2 1875 210.0 210,0 36' 176.0 210.0 772.6 203.1 270.0 210.0 53-1/8" 156.2 210.0 99.7 159.5 1468 240.0 1 144 SNS FROM SNS 3q " 32' 168.8 210.0 107.7 143.0 210.0 210.0 /9-1/8' 210.0 210.0 161.6 210.0 2100 210,0 AT 8'FROM ENDS AT 6'FROM ENDS 3 � 35' 7Y 155.6 210.4 993 778.7 210M 210.0 26-1/2` 7Y 144.2 2100 12J.9 210.0 21010 210.0 AND 24'O.C.MAX. AND 24'O.C.1dAX. v 42' I4t.2 210.0 9D.1 1822 176.3 21MO 37' 1526 210.0 975 1755 210.0 210.0 48' 131.3 210.0 834 130-8 1800 21MO 53-2/8• 125.3 210.0 198 1{3.9 1468 270.0 w� Q 54' 124.4 210.0 79.4 142.9 1422 210.0 19-1/6' 210.0 210.0 151.9 210.0 210.0 270.0 z 24' 2104 270.0 734,0 210.0 210.0 21MO 26-ifY 76" 18/5 210.0 176.0 208.9 21D4 270.0 w €N a 30' 1753 210.0 111.9 _788.4 210.0 210.0 3Y 1421 '210.0 90.7 I 1833 _210.0 210.0 N N r^ 32' 1664 210.0 106.4 177.2 270.0 210.0 S3-if8' 115.7 2013 730 1322 146.8 210.0 03M rl 36' 84" 152.7 2104 97.5 182.4 210.0 210 0 w3 42' 137.1 210.0 875 145.9 1763 210.0 ty� I2 2 ,.., 48' 128.0 210.0 60.4 134.0 54' 117A 1965 75.2 123.4 1422 210.0 ./•'� �I \ �j U O L� 24' 2142 210.0 134.0 210.0 210.0 270.0 T E-.•� JO' 7742 210.0 1112 190.6 210.0 210.0 -- 32" 165.4 2100 1055 180.9 210.0 2104 _ 36' 96" 160.0 210.0 96.2 164.9 210.0 210.0 CONCRETE=3000 P$7 !, .. WOOD SUCK fRDCK a 1924 PSI ^ I STRUCTURES 42' 1344 2140 854 1{7,0 1783 210.0 0.I ^i/4'Rik ULTRACON OR SILLS CAN ALSO 8E USED 4/4'070 KWTK-GON p 1 48' 1x25 270.0 78.2 IJ4.0 160.0 210.0 WITH OPTIONAL WATERBAR c 1 6 IAN. i-]/4'M97.EMBED IMO 54' 113.6 19CO 725 1243 1422 210-0 CONS.OR f1CLED BCOCK 1/4'GTA.ULTRA=OR �G 24' 183.8 210.0 1173 210.0 _210.0 210.0 EpOE p�T• AT 8'FROM ENDS AND 7' 7/4'WA KWIK-CON 11 �'y' 4"3 IB'OR R'O.C.MAX. 1/4'D MW.EMBED as z 0000 30' 151.7 210.0 96.8 175.17 _210.0 210.0 SEE CHAR!FOR CAPACRY AT 6'FROM ENDS AND @$u $ 32• 108' 1438 210'0 _974 170.2 210.0 210.0 is'OR 8'O.C.MAX. W. 130.7 210.0 83.4 134.8 210.0 210.0 ')YPICAL INSTALL nTlON nETA1! SEE CHART FOR CAPACITY 4V 1150. 210.4 73.9 137.3 176.3 210.0 6N ALL FOUR SIDES/ISIN A UMINUA�,_@UCK SYSTEM `o_o 2 $ 48' 105.0 195.0 67.0 124.4 180.0 210.0 _S 24' 1887 21x0 778.1 210.0 2i4A 210.0 845 c w o 30' 1556 210.0 980 183.8 210.0 210.0 ['} 32• 120' MSA 2109 828 1?3.8 210.0 210.0 -1.Z70 625 908 .085 $ 36' 131.8 210.0 54.1 157.6 2HiD 210.9 -�{I 8 9N aVAD AKNAD PRODUCTRLVISED 4Y 1784 210.0 74.3 7392 1763 270.0 `'0851 ! u 1 acomptyingrai071la 6tmidc 1.125 Doildiny Cnde .500 ,5g2 I � Accep4wm No)cY0.�12. 6 $ �. �` .125 I^-` Expilatioat74le �2b v g 5 .903-I ubt§oi9u7 drawing no. ALUMINUM BUCK 9ETIONAL COVE SOL p Zp�g W05-04 6067 7B 60&7-T6 �aheet 9 of TO PERFORMANCE VALUES PERFORMANCE VALUES OF ALUMINUM BUCK o OF ALUMINUM BUCK 9E�9�1LE�2 f� INSTALLATION ANCHORS 7NSFALLLTION ANCHORS Ly I 1XL(4)G W4-) EXT4t)&Wf.(-) 0 110:808 DIMS ARMORS INTO ROBOT BIACN I "am WTO 00N0. amol'6 I'm VON BINDS Ul.. ANCUNt6 IS7A N61LAX BLOCK ANCtISM t TO FANG ANC80R5 INM VNI) Z ^J CW57ER CLUSTER CLUSTER CWSIER CLIISI'P3t CLUSTER CI.VS7Ht CLllSIFD CLUSTER CW51RR CLUSTER CLUSTDt CWSTCA CWSTER CLUSTER CLUSITR CLNITR CLUSTER RUS•IER OUSSTRR RUSIER CLOSTFA CWSTH!CWMR 0 IAo PAOM HEIGHT OF 2 OP 4 OFA OF 8 OF 2 m•4 OF O OF 0 OF 2 OF 4 OF B OF 8 MOTH HOGHT OF 2 OF 4 OF B OF 8 OF 2 OF 4 OF 6 OF B OF 2 OF 4 M 0 O/B Q ILI 24' 893 178.7 210A 210.0 140.D 210.0 210.0 210.0 120.0 210.0 210.0 210.0 t9-7/6' 210A 2t0A 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 21MO 210M 30' 780 1559 210.0 210.0 122.2 210.0 210.0 210.0 104.7 2095 210.0 270.0 26-I/2' 26, MOD 210.0 210.0 270.0 270.0 210.0 210.0 210.0 210.0 210.0 2140 210.0 Q 3Y ]5.4 1509 210.0 2140 118.1 210.0 210.0 210.0 1013 2025 2140 210.0 ]]' 21aA 210.0 210.0 21MO 2104 210.0 210.0 2140 2100 210M 210.0 21DA 0.fCY 36' 48' 71S .1429 210.0 210.0 1120 210.0 210A 210.0 964 1920 210.0 210.0 53-1/8' 210.0 2140 210.0 2104 210.0 210.0 210.0 210.0 21MO 210.0 210.0 21010 (:a 42' 641 136.1 2.04.2 210.0 106.7 210.0 210.0 210.0 91.4 162A 210.0 210.0 19-1/8' 140.1 210.0 MOM 2104 210.0 210.0 210.0 21MO 1882 210D 210.0 210A 48' 67.0 134.0 2.01.0 21MO IOM 21U 210.0 210.0 904 180.0 210.0 210.0 26-1/2' 1159 210M 210.0 210.0 181.7 210.0 210.0 21MO 155.7 210.0 21MO 210.0 JB-}/0' 5t' 87.0 131.0 201.0 210.0 145.0 210.0 210.0 210.0 904 180.0 210.0 210.0 37' 1050 2099 110.0 210.0 1645 210.0 210.0 2104 141.0 210.0 210.0 210.0 2t 61.0 134.0 201.0 210.0 105.0 i 210.0 2104 210.0 80.0 180.0 210.0 210.0 53-1/8' 1048 209.8 210.0 210.0 16.03 210.0 210.0 210.0 140.8 210.0 2140 2100 Q NAp 30' 372 114.3 171.5 210.0 NA 179.2 210M 210.0 _769 ISl.6 210.0 210.0 19-1/B' 98J IUSX 210.0 210-0 1540 210.0 21MO 21M 132A 210.0 210.0 210D ry J2' S4. 109.6 1645 210.0 85.9 171.6 4709 210.0 73.6 147.3 210.0 210.0 26-1/2' -s/B, 779 1559 210.0 210.0 1221 2tOA 110.0 21" 101.] 209-4 210.0 210M 36' 60' 574 102.1 163.1 204.2 60.0 IND 210.0 210.0 USA 137.1 105.7 210.0 JY "A 12U 1949 210.0 1019 203.5 210.0 210.0 872 1745 210.0 210.0 ZN f @ 42' 47.1 942 '141.4 INS 739 147.7 210.0 210.0 633 126.6 189.9 210.0 53-1/0' 802 1205 18D.7 210.0 94A INS 2140 210.0 NA 161A 210.0 210.0 Q W 48' N.7 893 134. t7fl7 704 140.0 2100 210.0 604 t20.D 7840 210.0 19-1/8' 753 131.0 210.0 210.0 LIRA 210.0 210.0 210.0 101.4 2OL9 2140 2100 1 St' 613 88.6 128.9 173.3 679 1759 203.6 1210.0 581 118.1 176.3 210.0 25--/2' O, 58.5 1121 1]3.6 210.0 91.7 1833 2100 2102 784 143 810.0 2140 _ 24' 14.3.6 1002 160.8 210.0 84.0 188.0 210.0 210.0 720 IH.O 210.0 210.0 3Y 489 93.8 Idp.B 1873 TJS 1449 210.0 270.0 634 125.9 188.8 210.0 ' 44 30' 4S.1 807 .14 NOS 70.7 1413 210.0 210.0 60.6 121.3 181.9 210.0 W-1/8' 795 ]9.] 1111.8 159.6 625 125.0 1873 210.0 41.6 10].1 160.7 210.0 �- JZ' t].1 86.1 129.2 1723 67.5 IJSA 2025 210.0 51.9 175.7 1716 210.0 19-1/8' AIX 129.3 193.9 210.0 101.3 202.8 210.0 210.0 069 173.7 210.0 210.0 �' y 35' 72' ]9.7 794 119.1 1588 622 124.4 186.7 2104 AJ 105.7 IN. 210.0 26-1/Y 49.8 99.2 140.7 198.3 77.7 iWA 210.0 210.0 USA 1332 199. 210.0 3 42' ]80 72.1 1081 144.1 _SITS 1129 169.4 210.0 _48.4 969_ 145.2 1918 ST 72 39.0 ]810 117.0 1580 _61.1 1222 Ina 210.0 52.5 104.8 157.1 20.5 ig 487 JSS B].0 1005 134.0 52.5 1MID 1575 21MG 480 90.0 135.0 1NO W-1/0� 32.0 640 95.9 1274 50.1 1 1002 150.3 200.4 434 BSA 1289 1719 5;O W 3 54' 719 815 93.3 127.1 499 99.6 149.3 799.1 127 85.3 128.0 170.7 19-1/B' 60.7 1213 1822 210.0 95.2 190.4 210.0 210.0 81.6 10.2 210.0 210.0 j 0 1� 24' 44.7 W.3 1340 1787 704 140.0 210D 210.0 604 120.0 180.0 210.0 16-1/Y 76, 484 9L8 1}92 103.7 7T.7 1453 210.0 210.0 623 124.7 18].0 210.0 z U1 30' 377 746 111.9 149.1 384 1109 173.3 210.0 S0,1 100.2 1503 100.] 728 1011.8 145.1 569 11].] 170.6 210.0 18.7 17S 1482 1949 �N o SY 354 709 10B. 141.9 _55.6 1112 1688 210.0_ 47.6 93.3 142. 180.6 W-1/8' 29.4 588 882 11].8 46.1 112.1 1]82 1642 394 179.0 fifl4 13].9 ]6' LC JL5 65A 97.5 118.8 509 ! 1019 I62] 2W.6 47.6 077 INA 1715 4Y 29.2 583 87.3 116.7 45.7 91.4 13711 1829 792 78.4 117.6 155.7 48' 2" 53.6_ BU.4 107.2 420 84.0 126.0 168.0 36.0 724 103.0 "CO Z 54' 23.1 s02 782 100.3 393 786 117.9 157.2 33.7 57.4 101.1 IJ47 12 PRE PUNCHED ANCHOR HOLES I w0 �+O_ 2P 383 1 76.6 1149 153.1 60.0 120.0 780.0 210.0 51.4 1029 154-3 205.7 3"TYP. ALL OTHER HOLM (O.r SPAn - �DRILLED W FIELD V O{ 61 ]0' 719 63.5 957 127.1 49.8 99.8 149.3 I 1981 48.7 BSJ '1280 1]0.] r c 32' 70.1 60.7 80.4 12_0.8_ d7.2 _94.5 1413 169.0 404 B1.0 1215 162.0 O 36' 96' T7S 35.0 824 109.9 43.1 882 129.2 172J 389 73.8 110.6 11].7 42' MS a9.0 735 USA MA ]69 1152 133.6 329 63.5 98.7 131.7 r} 18' 223 dt.7 67.0 697 35.0 70.0 1080 110-0 JOA 60.0 90.0 120.0 SI I 54' 10.7 41.4 621 no 315 64.9 97.4 129.9 WX 55.7 R0.5.714M9 SCREWS IN CLUSTER 2P 333 67.0 INS_ 134.0 525 _105.0 157.5 210.0 410 904 1X4 MUWON -09 nIF 30' 22.7 553 00.0 110.7 43.4 88.7 120.1 173.4 372 74.3 -- SEE SHF B OF 11 - 6 o J2' 108' 26.2 524 78.7 104.9 41.1 522 123.3 164.3 YS1 70.4 n1�E u 717 957 373 743 it2U 1493 32A 64.0 964 IVID i dY 21.1 42.2 00.4 BLS 33.1 682 99.3 INA 29.4 56.7 65.1 1135 Olm 48' 111.1 383 57.0 788 30.0 1 60.0 940 120.0 25.7 51.4 77.1 7029 24' 2(1.8 39.6 09.3 119.1 48.] 9JJ 140.0 iB6.] 40.0 BOA -240 760.0 - JC 21.5 49,0 77.5 96.0 384 IBB 1152 153.5 JM WA NJ 131.7 0 0 8 8 32' 120' _233 484 69.6 SLB ]6.3 7L7 109.0 143.4 312 621 8]5 124.0 0 0 36' 214 120 67.1 841 729 65.9 L. 131A z82 56.5 04.7 1119 C� {z' 189 77.1 55.7 743 28.1 Sflx 8].3 LILA 24.9 499 74.6 99.7 ANCHORS MIN. EDGE 01ST. 2-1/2 IN. ANCFIORS AT FOBr.JAV�AlLWA PRODUCTNBVISFD 1 ALUMINUM AUCIC FRAMING L-N V/ 111 e+ .MrBe`v ^(AT MVLISON RNDS) iLUSTER OF 2.4.6 OR 8 ANCHORS (.(SEE C1WOS ABOVE).ALL OTHER BUCKC ilmm Delo 69 ' ANCHORS AS PER SHEEFFOR WINDOW ANCHORING TO (CLUSTER OF B BEING SHOWN) Dr d - drawing no.ALUMINUM BUCKS USE #14 SCREWS NOTE:ALUMINUM BUCKS ARE SUPPLIED W11H D. W05-04 SPACED AS PER SHEETS 7 & B. AR EGDDRSA x0�MUST BEFIFIELDLORI 1E)Rm�I ED. sheet TD of 10