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HomeMy WebLinkAboutProduct Approval t"C:EGO> B-,fid rv1sI0N RECEIVED JUN 2 i A,, `-IFIVEDFORICLACE E N5A=W.4ERMFd'MI;S3`P£: Pt ON JQI3 MI®DiADE -NO LNSPECTION WILL BE-NLADE. MIAMI-DADE COUNTY O PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomv CGI Windows and Doors,Inc. 10100 NW 25th Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"k60; ,A1 mi iW Single R Ing Vin0 APPROVAL DOCUMENT: Drawing No.W05-04, titled Series"360"Alum Single Hung Wdw. (L.M.I.), sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0822.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512.07 MIAMFDADE COUNTY Expiration Date: May 05,2020 Approval Date: September 03,2015 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No. W05-04 titled Series"360"Alum Single Hung Wdw. (L.M.I.)",sheets 1, 1A,2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on:_ 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test-per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA--3056 WC, dated 04/16/15, signed and sealed by Ramesh C.Patel,P.E. Manue ere ,P.E. Product Cont oI 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 (CONTINUED) 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 wind3w, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588--04, AAIVA 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. 05-02.15.02) 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 "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"da-ed 06/19/14,expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition(2014), and of no financial interest, dated July 16,2014, issued by Al-Farooq doiporation,signed and sealed by Javad Ahmad,P.E. (Submitted tinder previous NOA No. J4-0822.11) 2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NDA 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 G_e_n_erol Window Sections FRAME AND VENT DETAILS FOR GEASS TYPES 1 2. (� SEE SHEETS J&4 FOR CAPACITIES. 1l��f i It 10 H_._._.__._�—_ i/2"GYP. flonge)I n 76 t2 1 15 w Z A�� ;o V LL 6-T 6 ' Installation Screws 0 � I \ (Refer to Sheets 5. 6 & for V{ spacing inlornmlion)IA OO 0a nti 'u Window Moth - p 4< f a ("Py— z l O r I 6' 6' ___ LL z rd o 20 21 `)� Daylight I o r Daylight I j 0 m DrP) 2P) S_9/16 Opng. Opng. 3 9/16" az.l` Q u s[E zlrt[rz f e e fNW as erlRNs Window Width —_-_ _ V'iind..Widthz CPI:a N 3 o �� 1"d—Apalla /f INSTRUCTIONS FOR USING GAPACitt CHARTS, \V-1ins(opts o DETEPMINE THE REOUIIED DESIGN PRESSURES FOR I^� Cr X j ` Y - STEP 9 A GIVEN WINDOW OPENING C3 W (- STEP 2 DETERMINE THE CAPACITY OF THE WINDOW I I w O. _ SIZE/CONFIGURANON/GLASS TOPE FROM CHARTS ON Nt SHEETS 3 M40 4. STEP 3 DETERMINE ME ANCHOR CAPACITY FROM SHEET) of 11 (Z)N n FOR SINGLE OPENINGS,APPLICABLE TO ANCHORSYPE T3 -'--'— T� L A.B OR C SHOWN ON SHEETS 5 AND 6. I� O 3 h STEP 4 tF ALUMINUM SUCKS ARE USED,VERIFY ME BUCK _ _ I- -- m Z Z LWil INSTALLATION CAPACITY FROM SHEET 9. f — n 30 •R e 9 STEP 5 FOR UNCLIPPED MULLED WINDONS DETERMINE MUIlION/MUIWN ANCHORS CAPACITY FOR 1X4 TUBE MULLION FROM CHARTS ON SHEET 8. `" I li lJ O IF ALUMINUM BUCKS NT USED DETERMINE SN� STEP 6 ANCHORING REOUIREYFNIS FROM CIW(TS ONN SHEET 10. gj �nF t (OWonI)O DIE LOWEST SELECTED VALUE APTLY TO ME INSTALLATION AND MUST EC1AL OR EXCEED ME REQUIRED DESIGN 3 5 I M M LOv1;Nwl) (Revu 0 PRESSURES OBTAINED FROM STEP 1. B AQi typical Flavotion `{ R' °ol o SERIES'�80'AI UMINU1t SINGLB IIIING WINDO_M c G�D 2 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H.OR SINGLE HUNG WRH OTHER BY COUNTY 9 APPROVED WNDOWS USING-UMI-RADE COUNTY APPROVED MULLIONS IN aSKEN. O LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENDRE SYSTEM. ESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. j SHUTTERS ME NOT REQUIRED. 22 IS PRODUCT PAS BEEN DESIGNED AND TESTED TO COMPLY W11H THE _ REOUIREMENIS OF ME FLORIDA BULGING CODE INCLUDING WGH VELDCRY (Oaip1^'I NVRRICWE ZONE(HYRZ). 63K WOOD SUCKS B/OTHERS.MUST BE ANCHORED PROPERLY TO TRWSFER I�NODUC7 RRVSCD �c (OpYvmO LOADS TO ME STRUCNRE fD'ON3+*41 wi0.Iib Flafll. EWy—AD AHMAD 0. JOB('RE. E 3 �J �_—_� _ ANCHORS SHALL BE AS MATERIAL SPACED AS SHOWN ON DETAILS.ANCHORS AvicePkne Nal -0 I4•D {LA PC/Ta592 o I J EMS MEW TO 6f5E MATER41 SHAH BE BEYOND WALL DRESSING OR$IUCCOK mDak G' 753p a 1' ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE R S NOT PMT OF THIS APPROVAL L° ll Mivnti v_tlelY.Nhae( =. Standard12 Psf Sill Optional 15 PSF Water Dor Adaptors A LOAD DUPARON INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD 1d no. _.. ._. MATERIALS INCLUDING BUT NOT LURED TO SIEEL/METU-SCREWS,THAT WOS-04� Cnn not be I,sed rnh lock type (� COME:MO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE l—_ REQUIREMENTS OF ME FLORIDA BLDG.CODE 6heel 1 0170 e FRAME AND VENT DETAIFOR GLASTYPES 3,3A, 4 AND LS S 4A. V SEE SHEETS 3A&4A FOR CAPACITIES. CII J J (OPTIONAL TOP RAIL SWEEP LOCK NO7 AVAILABLE WITH THESE GLASS TYPES. Z m $ la — O Inslallotion Screws l JL1l._(l (Refer to sheets p <' s 9 I l 5, 6& 7 lar C _ -I spacing information) V Wmdow Width a a �i (I la Qdn� o.w ;9 exteriorOU N 21 Dayrgnt Ow) (.m) pening 3 j 6" O =d ass ns.0 a row cuss owlows Vfndow Width tbo _ _..__. — Suit a APpli d 'Q Munlins� (opti{ono al)_J n a I i o z r m. 1 lL+t Glo�in at Insulated Laminated 9 { 9»„ A Typical Clevolion Ba aTo i._ sIO �I6 _p$ $a 0. rte;,uvea ANwD PROnGGT Nf:VISCa ru vc i�rosvz "r'w!wlyina,•iln wo el4(d. 1 I nc�oocoa<f5-�I2.0 Standard 12 Pst ,;If Optional 15 PSF 'Nater Bur Adaptor 2015 eaoo, `I dre rg o W05-04) Con at M—dwAh bcM type sheet.1A or 10) zI C9 Ow 8 L �i o �I Ut a pga�� 1 0 W3 U QW3ga LLzy-R J u� Bili of Materials i J ITEM PART N QUANTITY DESCRIPTION MATERIAL MANF,/SUPPLIER REMARKS a 1 W23201NG AS REOD. WOOL PILE WITH CENTER SOFT FIN (CRAY) PILE ULTRAFAB/SCHLEGEL a 104: 2 CGI-612P AS REOD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK �� 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REOD. GLAZING CLASS VARIES � �No 5 N/A 1 COMPLETE SCREEN ALUM/MESH _ _ 3�n CGI-615C COMBINATION EGRESS LOCK AND UFT/PULL 1 0 WDWS. 28"WIDE& SMALLER O 3 M n 6 & 616C 1 OR 2 ATTACHED W/(2) ZINC CUSTOM CASTING /() R8 X 5/8"FH SMS 2®WDWS. OVER 25"WIDE A30700& OPTIONAL SWEEP LOCK& KEEPER (replaces I 0 WDWS. 28"WIDE&SMALLER o 7 1 OR 2 ZINC TRUTH HARDWARE OR EOUN. I'U o C30705 item 6)ATTACHED W/(4) N6 X 5/8"FH SMS 2 O WDWS, OVER 28"WIDE l - 8 18-11-%X-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 0 WDWS,28"WIDE& SMALLER r 2 0 WOWS. OVER 28'WIDE _ _9 CGI-614C 2 _TIE DOWN BLOCK ZINC CUSTOM CASTING 'R15 M 10 VARIES 2BALANCES(B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED cti 11 CGI-617P 2 _IBA_ LANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH MB j� :i' ._. JA _ 12 CGI-618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS N r 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT PRU1)U('f RevlSBo °I�? 4 Cdr+"a,.Imu�FluW 15 _CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING EXI�16 CGI-622N 2 BOTTOM GUIDE/CUP AT OPERABLE VENT NYLON CUSTOM CASTING CGI-62CC 17 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPRONAL-BALANCE ATTACHES TO IT us �o 18 N/A 16 VENT ASSEMBLY SCREWS _ S/S VARIES #10%1 1/4'PH SMS(2 PER CORNER) --— - ((r 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES _ #10%1 1/4'PH SMS(2 PER CORNER) ceuc uvio.wu.�o I�I 20 CGI-382V AS REOD. VINYL BULB _ PVC PROTOTYPE PLASTIC EXTRUSIONS Mt_ 21 VARIES AS REDD. STUCTURAL SILICONE __ SILICONE 3 SILICONES GE-1200,GE-2000,&DOW 995 22 CCI-632 1 OR 2 COMBINATION EGRESS WS LOCK&UFT/PULL ZINC CUSTOM CASTING 1 ®WDWS. 28"WIDE& SMALLER `� ;>J_ � ATTACHED W/(2) M8 X 5/8"FH SIAS (FOR USE WITH WATERBAR) 2 D WDWS. OVER 28"WIDE n'niti d 9 23 - 2/LITE SETTING BLOCKS EPOM - DUROMETER 85*5 SHORE A W05-04) 'eheet-2-f 10 3.597-- Z W o - �21uf i -3452� of GOU-Frame Ileod 601-Frame Sill 602-Frame 1om6 6063-T6 6063-T6 6063-T6 a 0 1.326 I.7o1 VENT HAP FOR GLASS TYPES 1 & a m& f- oU.U. 0 .095 .08U .p60 - -l a 4l s •I L n .p9p bl6 t -- 04-Hari Z. Rail 605-fiycd Inllck. 606-IAovin Intick 607-Side Hail 1609-Glzg. Dead 6067_16 6l 6063-T6 —6063_75_7 w oa zees--'y VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A t-n 1.726—i 1--1.328-1 I-T .070 I (--1.777—y N r 1.632 J1(IIII .I00 ---i 1- m. Z_i 2 2507 I 2.607 2.0,0 I(�) � I .256 y.678 L_- 1.672 (�'�0'1 I 3.'3{ 1.718 ..1 .062 r �9I� �1��}j�7�+�60 "R m ---� �`JI 'LII .9I,p �_�-.� 9�°U l',-9L �U-O .0707 7—.Lllll..,950-1 .957--� 1_1.701- _ I.eSe--� 629-Glzg. ©cod- 630-GIz9. Bead _�„ 625-Horiz. Ratl I�fi26-Fixed In11ck. 627-6Mp nq Intick 6217-Side Hafl Gp67-T6 6p6y�s g g 606}-76 L 606}-1fi fip63-T6 For Llasc Types 6$,A rar Olass T 3 @ 3A 4 �` 1351 .325- I a Y i�g 1.094 ° =3$8 1J �c o88 3.155 ��- 075 Erpr.JAVAO MWrttUUUCf REVISED "ithm 1 1 L lrilh do Flalda �I M PE/70692 IIInWia80o'la o 6. 3e Aa'�anm No 1�J'o51 Z.0 �' Na75I 1 F know a I a j l 02015 wu .Sw ma (draw ng 617-walerfior set-viater6ar W05-04 6067-TS 6063-IS (sheet 2A of 10, 1/8'Ann. Glass 1/8-HS Glass 1096'{nieMyer me-tnie u ye, � 0 Dy K..oray Amrica,Inc� By'K -H Oy America.Inc.' Supplemental test Results for: 075•Interlayer .025 In7erlayer y. a� 5nllea rw uA C PET Core sane.CP.c PEt cwe Air Infiltration - Water Leakage Resistance - Forced Entry Z �d tman Chomicoi Co.` Dy'Eastman Chertdeof Ca• .loo•mLerbyer .loo'mte,kye. Test Type and Method Results S"Ge,HP Gear or Cola,Class Sofiea HP Cies,or Calot ce,. 0y'Eaa7ma4 Chemical Co: I 6y'Eastman Chemical Ca` Air Infiltration Test(ASTM-E283) a+D LL in 1/8"Ann.Glass F, 1/8"HS Glass 0 1.57 Psf pressure fifferential PASSED{.044 G.F./Min/Sq Ft) 0 tta F l i2 6.24 psf pressure differential PASSED(.076 C.F./Min/Sq Ft) G W k `_ Silicone ° ��' Sscone ,rTy >^� 2-� + GE-1200 - ` GE-1200 Water Leakage Test(ASTM-E'331) No leakage aIlowea Y a O 11 GE-2.000 CE-2000 x;thoul wolarnor nn I v DOW-995 DOW-995 n Por PASSED 0 120 PST 0e 1.O wdh wnternnt adaptor PASSED 0 15.0 PSF Q •] dl 1/1 Points On Liles 23 Al I/4 Poinfa On 41180 ,rider Hwa 36' Wider Than 36' Forced Entry Resistance test PASSED aj w E G 21.2-ss-Type-"I-" Gloss Typc (ASTM F588&Grade 10) 9/16"Havoinol Glass 5/t6"Nominal Glass Annealed/Annealed - HS/HS J EQUAL LITIrS YTlNUO}YS EQUAL LITF.S }Y[NUONS EQUAL I.ITES WINDOWS � MDNOOWIIMCNT' GLASS TYPE(') EIa.(+)IPCf1Y't(+PINI.(-) MOTH Imus. GLASS,EiCP E%T.(+)Ti Pim-1'SP width DESIGN LOAD CAPACITY TH I ..- ) CLASS 1PE••) WINDOW DIMS. GLASS TYPE(-)EX )TYPE'e WINDOWr_ E'i'GLASB TYPE'2' t'-� In DESIGN LOAD CAPACITY-P6} ( On5I77PN I.OAll CAPACITY I � .(-)EM.(+)IP.(-) O r Oo, 2+ 100.0 _270.0 706.0 2t0.Q 24' 700.0 161.9_ 100.0 210.0 79-1j8' tOgA 2700_ 100.0 210.0 w So, 30' IOOA 210.0 100.0_ 210.0 30' 100,0 116.8 700.0 _120.0 28-1/2' 26, 100.0 214.0 100.0 210.0 j N 32• 100.0 2100 500.0 2lp.a 32' 104.0 111.4 100.0 I27L0 3T' WILD 210.0 100.0 210.01-n 36' .0' Itl0.0 160.0 100.0x7o.o 36' 9E' 100,0 IDIS 100.0 120.0 53-1/8' 100.0 I7I.1 100.0 210.0 �m � 4 N� 42 IQOA 144.0 ICgO 210.0 42' 8J21 5_9 IQOA 120.0 i9-i/8' 100.0_ 2100 14_0.0 210.6 r _ O m dB• 140.0 _120.0 100.0 200.0_ 1B• 6.2 100.0 1_10.0_ 26-1/2.36-3/6' IOO.q 270.0 IOp.O 210.0 i^*,. n�Z;ie 3a' IgO.p 102.9 ICO.O- TT1.4 5. 89 144.0 120.0 37' IOOA 191.2 {Qp.Q 210.0 LL�� '3o_•Sy 2e' 100.0 210.0 100.0 21 so 24' 100_b 142,4 100.0 210.0 53-1/6" 100.0 124.1 100.0 206.9 _ Q y' e (7p ]D' rl 199.7 100.0 210.0 30' Itl0.0 102.2 100.0 120.0 I4-1/8• 100.0. 210.0 122 210.0 N 0.-EF 32" 190.} TC0.0 210.0 31' 106• 94.9 94.9 100.0 124-0 26-t/2'50-6/6' 100.0 210.0 100.0 210.0 - - - ]6- d0• 164.] 100.0 _210.0 36" BS.9 65.9 100.0_ 120.0_ 37' lafl.0 166,] 100.0 zlu.p Equal L7tC Window 42- 128.0 100.0 214.0 {2' T5.3 TS.J 100.0 520.0_ 53-1J8' 100.0 101.2 100.0 I6B.7 de' 1p4.T 100.0 II0.D 48' 66.6 68.6 100.0 120.0 19-1/8" 140.0 210.0 100.0 210.0 54 88.6 'Go.O 120.0 24' loss 1200 100.0_ 720.0 26-1/2- 63• 1CO0 2075 t00.0 210.0 t'��•" 24' 100.0 201.1 t00.0 210.0 30' -90.7 40.7 _70_0.0 1200 37' loon 154.9 IOOO 2111.0 2 ' 30' 700.0 762.1 700.0- 210.0 32• 120• 83_.6 83A ,00.0 120.0 53-1/8' 88,1 68,1 10pA 720.0 g3 H 32' 100.0 167.6 100,0 210.0 36' 75.9 75.9 100.0 120.0 19-1/0' 100.0 210.0 100.0 210.0 36- 72• t00.O 150.7 CODA_ 210.0 42• 66.4 68.4 )009 520.0 26-1/2- 72' If70.0 181.5 706.0 130.0 P1it7D1TCTRFYLSEO ol$ a 'npiyilg viro On Ho" .2 -100.0 130.90 IUUA 120,0 37' 1DOD 146,8 1900.0 210.0 itmWietl CLJe .8' 959 s&6- SOOA T20A S}-tJa• 82.0 829 IDOL 1290.0As<eplanx rtol •0512.0 $-- xp nN.an 14418 Sa' 60.0 80.0 100.0 126.0 19-1/8- _100.0 _210.0 _100.0 210.0 24 100.0 04.1 100.0 210A 26-I/2' X00.0 111'. 104.90 210.0 Gr./-{' - � - %• -- Mi. D4de Fd. 30' 1000 143.4 100.0 210.0 37' 1000 136.6 IWO 210.0 - _ 32' IWO 1353 IOOA _210,0 53-1/e• B 0 80.0 IC00 520.0 36- 84• 100.0 t20.O IOaA 120.0 �Q Fnpr:.y.YM NIAMD 42' 700.0 106.1 IpoA 1200. FkC 1 70592 - 1 4a' 85.5 85.6 19090.0 120.0 All values shown are Design PSF(Pounds per Square Fool) 54' 74,8 ]t.e 100,0 120.0 Note VALUES FOR EXTERIOR tOAUS(+)SHOWN ARE ' FOR SILL WITH WATERfIAR ADAPTER r-'wing Cuss ONCAPACITIES IS THIS SHEET ARE aro RASED ON ASTN LDINO OI(3 SEG.GUSTS) FOR WINDOWS 4YITrtOUT WATERBAR ADAPTER q�c 2015 W05--04 AND FLORIDA fiUIIDING CONN15SIpN LIMIT EXTERIOR(+) LOADS TO 80.0 PSF OECLARATORY STATEMENT DCAOS-OEC-219 Tshaet3.fib) a .090"t.tcriaYer .G40•tnlednyer r,' S 'K.m .ScryGlaa Pf y Yj NOTE: ray 'KararaY Americo.Int fly" Karamyr America. SUSS CAION ASTIES 13 7-i6 SHEET ARE .075•hicrl.yer 075'Inter `Y BASED ON FSTY E1300-09(3 SEC.GUSTS) 3/16- ITS 5ollne CP With PET Core 3 16" ANN., Sgllas CP 00th F'ET Core n Q ,.HO FLORIDA BUILDING CONKOSSION / DECIARAtORY STATEMENT OCA05^OEC-219 RY Fq..ChemiGei Ce BY'Emimon ch.m.Co.' F 100'Inle-a yer Inledoyer VI S 1kF-P clear a talar ew a t s 0e,1P clew,ar Caor CIA. By'Eastman ChemkM Co.' OY'Egstmun Chemical Co.' 4 e F.RUAL LITES WINDOIYS o 8 DESIGN LOAD CAPACITY-PSP t .''�v 3116" ITS Fn 3/16"ANN C.j 1, WINDOW OI61S. GLASS 7YPE'3' LASS TYPE'OA'GLASS TYPE'4' 1.165 TYPE'4A - Silicone $iliC.ne O •814TH HMO Ext(+3 CE-2000 � GE-1200 c H x4• 100.0 210.0 nx, 2100 IW.D 210,0 100.0 710.0 pOW-995 GE-2000 DOY!-995 17¢ Jp' 1009 210.0 tomo 210.0 iW.O 210.0 1.0.0 210.4 23 At 114 Paintf On thea 23 At Ij4 PoiMf Cn LRn 6QC 32' Glass_ Type "3" Wiaer.Tho.36• Glass i 0048.roan Ja' pan_ 100.0 21 v.. 100.00 z1o.o� lcv.o 214.0 100.0_ x00.0 YP YPe "3A" ma 35• ag' 1W.W 2409 MIT 2100 500.0 210.0 100.0 206.2 w a 090'inYedayer 490'inleri.yer .Y ^o Iz• 160.0 210.0 io6.o 710�o TWA 210.0 140.0 1759 t/6" ITS sentncme 1/6"ANN scmlyclaf �`z N 5 e 48' 200.0 204.0 100.0 2009 100.0 _200.0 1.A 158.6 By'K- ,W A-;c.Inc.' ny'K...y Amerifn,Inc.' „(w £ 54' 160.0 171.4 100.4 171.4 loco 171A T1aD IJ9s 3/8' Air Space .075.1-d." 3/E" Air Space. 075'Interlayer q( Sallee CP 1'f1h PET Care S.IV.CP WM PET Core '-- 24" 100.0 710-0 WTIO 710.0 1000 210.0 tW_a 7144 F j8" IIS BY'Eofiman Chenaam co., )/8..AN By'Eaalman Chem w Co.' _ } 30' IOOA 2109 100.0_ 2109 TWA 210.0 t00A 7104 100"Interlayer Aw"wwyer � 32" I W.O 2104 100.0 2100 _140.0 _21gA 100.4 202.2 - ITY 1P Ckar ar Cdar Gtoys / -Sa11ef tP Ciear ar C.w Gbte 36' �+ 100.0__2100 100.0 210.0 100.0 ZIp.4 100.0 171.5 Wy'Laetmvn Chemirnt Cq.' / By'Evalmnn Chemkar Co.' BVI 42' 1009 210.0 _'Goo 210.0 100.0 21 1.0 100.0 %53.8 EL Y' SPACER %L EDGE SPACER _ s!.STEEL of•cARulxu.' 1/8' HS -1/8 "ANN vT 48' IW.o tza.a 140.0 120.0 TWO 129.0 100.0 40.0 1 Sr.sTEE1.BY'cAaquut• ;,,� Silicons r.� WRASEPI.BY'4VANDt' OR GE-1ne I O Cj s4' 100.. 120.0 100.01x6.4 IW.p 124.0 IW.O 106.3 OR CC 1200 oU1tASEAI BY'oUANEx'` - GE-1200 WW Ow 24' 100.0 210.4 100.0 210.4 100.0 IiO.p 100.0 210.0 SAFER SPACER BY•quANEx' ppW�99$ 9R DOW-995 SUPER SPACER BY'COMEX' J0' 140.0 210.0 _100.0 211.0 1009 210.0 100.0 172.2 y 2 Al I/4 Pantf AW Sixes 23 At tfi Pants Ni Sites =N 3- 100.0 210.0 VXl 191.2 100.0 710.0 100.0 48.0 Glass rype a4" Gloss Type "4h" 36' 72" 100.0 210.0 100.0 198.4 100.0 210.0 100.0 160.1 O N h aY 100.0 124.0 "09 1200.0 100.0 120._0 160.0 120a EQUAL LITES WINDOWS Width 0 3 aB" Ino 120.0__100.0 120.0 140.0 120.0 IOOA 109-5 DESIGN LOAD CAPACITY-PSP "'� �Z Z� Se 1 W.. 120-0 100.0 120.4 1000 f 70.0 9bS 94S W1ND0%DLYs. 1.1998 TYPE'S'.LLA9 TYPP.'3A'GLASS TYPE'{'.LASS TYPE o� 21' 100.0 210.0 100.0 214.0 100.0 210.0 100.0 190.2 ''WIDTH HEIGHT EXT.(+)INi.(-)EV,(,)IM.(-)EXT.(+)INT.(-)&r.(a)INT.(-) '4 U q g � 3b' 144.0 214.0 IDO.q 214.0 100.4_ 2109 TWA 152.3 19-!/8• 1009 210.0 IQO.O_ 2109 190.0 $14.0 1000 210.0 O IE..`.. }2' 84• 100.0 210.0 IOWA 210.0 1NO 214-0 _100.0 143.7_ 26-1/2• 28, TWA 2109 100.0 210.6 100.0 210.0 10_0.. _210.0 IQ 36' ulam 1209 TWA 1204 IO4A 1200 iOOA 1204 37' }009 2109 l.Otl JI4.0 100_4 210.4 1000.0 21.9 rn 4Y IW.O 120.0 100.0 120.0 100__0 IRtl.O IW.O 111.7 S]-f/6' 100.0 210.0 100.0 210.0 TWA 21 oA 100.0 210,0 n ae• 14OA 120.0 100.0 120.0 100;0 120.0 @4.9 19-I/8• 100.0 2109 !WA 210.0 _1009_ 214.4 1409 210AN Sa' 100.0 110.0 fO.A 120.0 100.0 120.0 80,8 60.6 2b-I/Z'38-J/B, 100.0 II0,0 100.0 21..0 100.0 210.0 100.0 210.0_ 24' 100.0_ ?111.0_ 1009 _2109 100.0 210.0 100.0 17_2.0 !Y 100.0 210.0 100.0 2109 100.0 210.0 100.0 _210.0 - _ Q>> J0' 401'20 69 100.0120.0 100A 1200 HxT0 1208 53-TIO• 100.0 2.6.9 I.OA 208.9 IbOD 206.9 1000 206.9 c $&12' 0.0 100.0 1".0 IOOA 120.0 IWO t109 $9-1/B' 100.0 2104 109.0 210.0 100.0 210.0 100.0 210.00.. 1-. 120.0 foov 1200 100.0 101.8 z6-I/2• 140.0 210.0 +oda st0.o Irm.v 210. taO.o nap Equal Lite Window 50-5/B'a2' .0 100.0_ 120.0 1400 110.0 90.8 909 J7• 1000 2100 100.0 210.0100.0 110.0 100.0 193,199 500.._ tz0o 1000 120.0 80.9 60.9 53-1/8• IC0.016& 1004 168.7 HIED iER7 100.0 131.7 All v.aUe9 Shown 4tC 0091917 PSF{P.-rd9 per Sia-.n,F..() m%Sa• 4.. loo.o nz.6 Ia..O 129.0 73.7 n.z IB-1/B• 100.0 210.0 100.0 214_0 100.0 214.0 100.0 210.0 VALUES FOR EXTERIOR LOPDS(+) SHOWN ARE - ❑ R z4• 100.0 2too 100.. 210.0 100.0 210. 1009 1512 25-1/2' 63' 100.. 210.0 100_0 2%0.4 10.. 210-0 to" Vote FOR SILL WITH WATERSAR ADAPTER 30" 100.0 _120.0 Hlo.0 120.0 100.0 120.0 100.0 108.6 37' 100.0 210.0 100.0 191.9 100.0 2100.0 1aA _177,6 FOR WINDOWS WITHOUT WAIEReAR ADAPTER �.-a o 32' low 10-ow_szav Me 120.0 coo 120.0 IW,o 100.6 53-116' 100.0 MIT 100.0 1209 100.0 LMA 1000 iw.5 LIMIT EXTERIOR(+)LOADS TO 80.0 PSF 36• 100.0 120.0 100.0 1209 100A 120.0 91.7 91.2 19-I a 100-0 210.0 100.0 210.0 1we 210.0 140.0 210.0 Enyr.Ava4 AHW. 42' 100.0 120.0 1000+1200 10OA 120.0 BoA WA 26-i/2' IW.O 210.0 1O0A� MIT 100.0 210.4 100.0 192.9 PROOULTRBY15ECO M Uj 30592 4B' 100.0 1209 1eA 112,1 100,0 120D 72.9 72.9 37' TWA 2109 1009 1965 TWA 210.0 100.0 156.0 menmPlYie8 0110 4Ml Phi C ]538 24' TWA 12.90 100.0 1200 1000 120.4 10.0 120.0 53-1 Ruildra8ej. o J' II S _ /B' 0000 14004 I W.v 1x0.0 I W.o 12DO 9406 949 Ar«P 4 .05129 3 x 30' 100.0 120.0 100.0 120.0 100,0 120.0 96.4 96.4 19-i/e" 1 W.a 210,6 100.0 210.0 104.0 210.0 100.0 210,0 Ea'rause Jz" lm• 144.4 u6.tl i66.o 12a,o 100.0 _120.0 BeA 4808 26-1/Z' ,7b, 100.0 210_0 100.0 210.0 100.0 210.0 100.4 1401 4y 'y JU 42045 �drowirig- o.1 36• 100.0 Iz0.0 100.0 176.0 1000 1200. 806 eOG 37- 1614 21.0 100,0 I@4.8 100.1 il210q 10..0 145.1 17x417; aaaPmdallc WOS6041 az' 106.0 Izo.o 1000 174.1 'Coo 1200 70.6 74.6 v-1/9' Iaa.. 14..0 100.6 120.0 100.0 126D 98.3 88.3 (stieei}q.TfO 1/8'Ann Glass 1/8'HIS Glass aw !'Yoknt BY"Xuwoy Am,r;C,.Ine.- ll BY ..'­y Aeno'k,..I-' .075' Fs Supplernentol Test Resultnayers tor: z S,I lo. Core S21".CP:vim PET Cone Air Infiltration - Water Leakage Resistance Famed Entry 0 Try To-tent"Chonw-I Co: BY Cn,,�.C.: C'e. 12 hbekoes Test Type and Method Results 5.0e,t"Pr I i By To'he"cf-W-1 Co.* sell-HP Cie..1 We,Gres, 0 A A of E--.ch.nnw Co.' IL Air Infiltration rest(ASTM-E293) 1/8.A-Class 1/8"Is Glass, C, 1.57 P.f P--,e diff-ru.1 PASSED 044 C.F. We S,F1 >q Silicon. 0 6.24 PSI Pressure VlononG.1 PASSED .075 C.F. Min Sq Ft Sili...I, - ­ 1 GE-1200 GF-1200 Water Leakage Test(ASTM-F331) tic leakage s. 9 GE-2000 GE-2000 age allowed 0 0 a DOW-995 DOW-995 itb..t entered,adopt., PASSED 0 12.0 PSF -a 2 23 At 1/4 Ports On Liars At 1/4 Point,On I it,. with-1-0-adopt., PASSED 0 15.0 PSF �;Tdol Tnon Jfi' were,Then 36' Far.od Entry flob.tnco test PASSED Glal OR. 5/16"Fl-A-1 Glass s_t� 2� (A%IM F588&Grade 10) 5/16"N6atin'.1 Glass Anneals./Annealed HS/HS UNEQUAL LITES WINDOWS (ORIFT.) UNEQUAL LITES WINDOWS (ORIFT.) DESIGN LOAD CU -PSY DESIGN LOAD CAPACITY-psF W!IN NEM.NT OA DINS. LASS R'I•GLASS TYPE V WINDOW DIMS, E'I-GLASS TYPE�21 T WHI 2IOP HDGHT EXT(O]INITII-) ---EXL(+)jINt.(-) IVGLT E:� EXT.(+)TNT.(-) 0 tzi ML ` ' 02 KID K 21' 161.9 100.0 210+0 Zl0 '0 -0 9-1 11; --2-T _�O-,G ler) 2. r1000 13115 3 II�8 16�0 200 26-1/1 _�0_9.;1-1 -120-0 S6' 46. - 37, (N [o I_99+3 000 120,0 43 96' 37, (MAX-) _9.3 3. 53_1/8. : Ivor.) loop ico.;7 2O.G 53-1/87 42 as _wi_mo-0- imo - 100.0 210.0 10.0 210,0 1 0 48* 762 71.2 100.0 1200 20-1Ice 54- r.COO 20.0 00 �1�2�00 '_j -i2-001 _�3_6 Mae. 2'v loo'd 1 142.4 100.0 210.0 19-1/8- .100.0 10.0 0.0 '?Iod t`ItODUC7 N4 120-0 26-1/2' 120- 60' tome ITRIA 100+0 120.0 C GG . _� _L_ ". j 54' 68.9 37 �o W tr-3.I -i _120-A 7__ M ­--------- _7T7 3.7 .0 .01 37" 149 s1l 9 coo. 11.0 toe, --- 37' 0 36' .9 20.0 10011� e.rr+tim Dae MAX.) -i- TS__'78__ 210+0 2' ultib 200 26-1/2' 120. 65, 99.5--99.5-1 10.G 1291.0 I1r .yYJJ/} X15 _TQ0.0 12G. _65.7 65.7 10dO 120.0 'al 37' 24loca 12 A 100.0 120.0 X 120. 1010 210.0 1 100.0 1 210.0 11/2' (VAX+) 7'" 90.7 0.7 ITOG' 120.0 93A -393-9-ri-mo 120.0 tt j. 000 VALUES FOR EXTERIOR LOADS(+) %10%-JN ARE r9-I/6^ 'a. _j_ _Imc, FOR SILL'NITH INATERSAR ADAPTER M. 60- 75S 1000 n. FOR IT WINDOW�%WITHOUT WATERBAR .9 26-1/2- 85.0 IcGD 120.0 ADAPTER ;I g -42' 66.4 4 )00 vZoG a 100.0 12.0 ToGa 120.0 LIMIT EXTERIOR(+)LOADS TO BELO PSF i__79 a--cm_0 -F2-0.6 24• Io2G 0 100.0 120.0 700-0-T 1-2-0-0 ri 120' 66' BLI, '2. 77,7 77.7 71LI Tli2l)01 ,t I V.. 6z'' iddo ic. e. 24. 100.0 -LI-36- 100.0 1 120.0 NOTE ,,o' f2o* Ir 77.11 _77A. 10001 1200 CLASS CAPACITIES ON THIS SHEET ARE Top Vent 32 (MAX.) _10.1 TO.1 _i60 0 t 170 0 BASED ON ASTM IEIJOO-09(3 SEC.GUSTS) 4 -'i I.--I-,mm AND FLORIDA BUILDING COMMISSION 60-3 m G DECLARATORY STATEMENT OCAGS-DEC-219 ML 24 100.0 i20.0 In"PC NIWZ _204 CAN, 120, _1200 2 It 12 100G t2ox Aa 32' ('Al.) _!L _�2_ This Lite mW be 53.8 63.8 ICGO 0+0 Eq..l to or _Lada ,an I 120* 100.0 2aO 1000 120.0 he Top Ute drawing o.} (MAX-) 666 666 106T'IM.6 UL03 L15 I W05-041 All-1a..sh..n.,a upsig.PSF(Poardo per Sq....Fact) .090'Inlerloyer .ago'Inkdvye, r�, f� Ry'K,Glos -11,'K Glue Ey y rat Ry Kurvray Americo,Inc.' OY Kuraray Amerirn.:ne. �7� .075•Inlcrlayer .0]5'Inlerloyer _ 3/16' HS*- 23 P WJh PEI cwe 3/16"ANN, sea!,cP with PEI cwe Z iso men Chemical Co.• Oy'F.aztmon Chcmiwl Co.' s 08-', .100"Inle0'., !V� IP Of-or Color Gloss -SaII<w HP Clea,W Cela,Gloss Q I man Chemical Co.' By'Eastman Chemical Co� 'K oa3/16" HS 3/16"ANNSilicone Silicone06GE-1200 GL-1200GE-2000 GE-2000NOTE: DOW-995 DOW-CLASS CAPACITIES ON LNIS SHEEP ARE /4 Paints On lit,, Al 1/4 Points an Liles OBASED ON ASTM E1300-09(3 SEC.GUSTS) Gloss Lype 3r man 36• Glass Type "3A" 23 Md.,Than 36• O AND FLORIDA BUILDING COMMISSION 11 DECLARATORY STATEMENT OCA05-DEC-21g .090'Inlerloyer .090'Inlerinyer Q N>e 1/8" HS Senl,yGlm 1/8" ANN -s<nlyLks li?In e rDY'Kumroy Nnoica,Inc.' 8y'%araray America,Inc.' .I i n 3/8"Air Space ms•wledarer .ms'mlmlarer Q m UNEQUAL U'TRS WINDOWS (ORIEL) 3/8' Air Spa Ce_ Salle.CP W.m PET Core Sallow CP With PET Core (----) DESIGN LOAD CAPACITY-PSP Rl''Coslman Chemlrnl Co.' M'Eeshnan Chemical Cv.' 1/8" HS 1/8"ANN ry WINDOW DIMS. T01•VEM GIAss 7YP8']' AS3 TYPE'3A'f.IAS9 TYPE'4'.l see TYPE'IA' 100'Inlenoye, .100'Inlerinyer w101H HEIGHI HEIGHT "I.(,)1M.(-)E%T.(i)INT.(-)E%T.(+)INT.(-)EXT.(+)IW.(-) �Salla HP C1evr or Color Glow Sanew IW Clear a Color Gloss - 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 r By', t..Chemical Cv.' / By'Easlmen Chemkal Co.' 3 24' XL EDGE SPACERXL EDGE SPACER 1 --1/8" J0• 100.0 120.0 100.0 120.0 100.0 110.0 100.0 120.0 ST.STEEL BY'CARDINAL' --1/8" IIS ST.STEEL BY'CARONAL' ANN J2' two 120.0 100.0 120.0 100.0 120.0 100.0 nes OR _ Silicone OR Silicone o O�- 3 96' 48' ----- --- -- - DURASEAL BY'OUMEX'- _- GE-1200 DURASFAL BY •OUANEx- O 36• 100.0 120.0 100.0 120.0 100.0 12D.0 100-0 107.8 0R CE-2000 OR -_w- -GF.-7000 "�1 � __ __ 41 42• (M) 100.0 120.0 100.0 120.0 100.0 120.0 90.a 90.8 SUPER SPACER BY'DUANEX' DOW-99$ SUPER SPACER BY'gLWE%' DOW-995 -' 0-e• 100.0 120.0 100.0 120.0 100.0 120.0 80.9 e0.9 23 Al 1/0-Pdnls NI Si... - 23 At 1/4 Pninln M Sires N o 54• 100.0 t1D.o IOD.D 11x.6 loo.0 1zo.D i3.z n.1 Gloss Type •'4" Glass type "AA" is Gln^ 30: n ° 24• 100.0 210.0 100.0 210.0 100.0 210.0 100-0 151.2 n J0• Iao.o 120.0 100.01 120.0_ 100.0 12oA 100.0 108.6 UNEQUAL I.ITES WINDOWS (ORIEL) 1'REDUCTRIWISBD - I 3,S 100.0 120.0 100.0 120.0 100.0 _120.11 100.0 laa8 DESIGN LOAD CAPACITY-PSP Idi�D- D ,Cyw1011b Daid� Z,, N 32' iiv;wicd lag• sit• 1000 120.0 100.0 120.0 100.0 120.0 31.2 91.2 WINDOW DIMS. O,1A5.9 TYPE'3''USS TYPE'3A'GLASS TYPE'f,Ass TYPE'IA' Acrl]6' ( - TopN 0-2• IOQO 120.0 100.0 120.0 100.0 120.0 60.0 80.0 MDTH HEIGHT HEILM EXT.(+)INT.(-)EXT.(+)IM.(-)Ea.(+)INT.(-)EM.(,)1NL(-) ()_48' 100.0 120.0 100.0 112.2 100.0 1211.0 72.9 72.9 19-1/11• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 BY24' 100.0 1211.0 100.0 120.0 100.0 120.0 100.0 120.0 26-1/2' 96' 0-B' 100.0 210,0 100.0 210.0 100.0 21_0.0 100.0 147.1Wi' dtll100.0 120.0 100.0 120.0 100.0 120.0 96.4 96.4 37' ( ) 100.0 120.0 100.0 1x0.0 100.0 120.0 100.0 1055 32• 120' 60" 100.0 120.0 100.0 120.0 100.0 120.0 89.8 88.8 53-1/8• 100.0 120-0 100.0 114.4 100.0 120.0 74.2 74.2 38• (MA%.) IOQU 120.0 100.0 120-0 100.0 120.0 80.6 80.6 19-1/8• 100.0 ]10.0 100.0 210.0 100.0 210.0 100.0 210.0 42" 100.0 120.0 1110.0 114.1 100.0 120.0 70.5 70.5 26-1/7' 108' 54' 1C0.0 120.0 100.0 120.0 100.0 120.0 ma _120.0 0, Top Vent x `a q.2 24• 100.0 110.0 Ia0.0 120.0 100.0 120.0 100-0 120.0 37• FMA%.) lona 120,0 1009 110.0 100.0 120.0 Bill 88.13 2 _ JO 120' 66 IOal7 120.0 -100.0 120.0 100.0 120.0 86.8 869 19-1/8" 100.0 210.0 100.0 204.2 100.0 210.0 IMA 210.0 3 Y 32" (IdA)t) IODA 1240- 100.0 _R0_0 100.0 120.0 8x9 112.8 26-1/2 120• 60' 100.0 120.0 100.0 1_20.0 100.0 1209 100.0 It" O uZ iN ]6' 100.0 120.0 1110.0 120.0 100.0 120.0 71.6 71.6 37' (MAX.) IODD 120.0 100.0 120.0 100.0 120.0 783 783 N 24- 100.0 _120.0 100.0 120.0 100.0 120.0 ICOO 110.0 L26-112' 120W IODO 21x0 100.0 210.0 100.0 210.0 100.0 210.0 Thio Lite must he Q _ Equal to or smaller 30' 120, 72' IWO 1200. _100.0 120.0 100.0 120.0 81.9 81.9 120• 66• 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.7 than the Tap MileY;J2' Nm) 1000 120.0 100.0 _120.0 _100.0120.0 74.5 743 ( ') 100.0 120.0 100.0 120.0 100.0 120.0 69.869.8 -1000 120.0 100.0 120.0 lOp.O 115.2 64.0 60.0 120• ]]• 100.0 ]10.0 _100.0 ]10.0 100.0 210.0 100.0 210.0 00.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 (NAX-) 100.0 120.0 100.0 120.0 100.0 110.0 999 99.8Unequal Lif�78' 100.0 120.0 100.0 120.0 1c0.0 120.0 759 75.6 120• 100.0 210.0 100.0 210.0 100.0 2106 100-0 20].3100.0 120.0 100.0 120.0 100.0 120.0 6T.8 6].B (NA%.) 8 1C0.o 120.0 100.0 120.0 100.0 120.0 9J.593.584. 1200 120.0 100.0 120.0 I O.D 120.0 1000 120.0 120' B4. 100.0 210.0 1009_ 2106 100.0 210.0 100.0 16].5nA. R.70 2100.01200Ia0.0 uma IcOA x-. T0.] 70.7 (uAxJ two 120.0 100.0 12DO 100.0 120.0 134.9 13..E 61 E All values shown nre Design PSF (Pounds per Square root) L- X VALUES FOR LXTERIOR LOADS(-E) SHOWN ARE drawing FOR SILL WIIH WAFENBAN ADAPTER JUL 0 7015 WOCJ 04 T. WINDOWS WITHOUT WATERBAR ADAPTER r=nit LIMIT EXTERIOR(+)LOADS TO 80.0 PSF met 4A of 10 I O 14 IMPORIANT NOTE: G t E Installation Type "A' F Gt a Wood Bucks must sustain w/ I x 4 Beveled P.1.Weed Ruck loads imposed by glazing M1 - system and transfer Q ° them to the building 6 Buck bed in structure. TYPICAL ANCHORS: SEE ELL¢FOR SPACMG C o eealnnl (lyp)'" • 1/4"Dt1 ULTRACON BY'FLCO'(F.-In KSL"55 KSQ V b d. 1/4'DIA-HILTI KWIK-CON II(F-163 KSL ry-IST Ksl) d I� J I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES / 1 l4" Did. __ _ f1-1/2'0.11N.PENETRATION INTO WOODma n Ultrocat on Or S(lyV)t' E THRU 1BY BUCKS INTO CONC.OR MASONRY m Kwik-con '—ll - 1-I/4'MIN. EMBED INTO CONC.OR MASONRY j u (or equal) C Q 6 DIRECTLY INTO CONCRETE OR FILLED BLOCKS CH) E 1-3/4"MIN.EMBED INTO CONCRETE OR FILLED BLOCK SCR� OR SELF DRILLING EWS(GRADE 5 CRS)t/ J INTO IAIAMI-OAOE COUNTY APPROVED MULLIONS(MIN.THK. 1/8') INTO METAL STRUCTURES 'n $'N STEEL: 12 GA.MIN.(Fy-36 KSI MIN.) z O • ALUMINUM : 1/8'THK.MIN. (6083-T5 MIN.) 'x O 1 3 1/2- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o i, JJJ� Mt, 1 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY-2-1/2"MIN. 3Nn'3 STI INTO WOOD STRUCTURE- I'MIN. �I O MPI .a- �1 INTO METAL STRUCTURE=3/4"MIN. "goo Z_Z�'n 2. 3/4" WOOD AT HEAD,SLL OR JAMBS SG-0.55 WN. CONCRETE AT HFAO,SILL OR JAMBS 1'e-3000 PSI MIN. o C-90 FILLED BLOCK AT JAMBS fm-2000 PSI MIN. U b I x 4 Reveled P.T. Woad Huck (typ.) -1 n Values Values for Installation Type "A" apply to the following installation types, with o ^t maximum shim space 1/4": J-1 � 1- Using iby P.T. Wood bucks, min. 3/4" thick, v b d uuu111111111`y 442 Optional 2- Directly into mosonry, without the use of wood bucks. Non-beveled Sealant Wood Buck c a S (dotted) 3- Directly into a steel or aluminum structure _o{IR Min. 1/8" thick and using #14 Teks or Self drilling screws.Structure must be designed by others to sustuin (tie loads imposed by the window. r ^'RODUCFRBYISED CM1'R' miFlrme nrth ae FfmWo M P[ )¢593 w SsSe I g R. R'< n J 2015 'are ne.l M1lwn Dab:P (bnai ewing OP_tionol Pre-Cost Sill 1W05-04j (sheet 5 of10 Z n $ Installotion Type "B" Installolion Type "C" 0 J w/2 x 4 Reveled P.T.wood Rucx bored on wood penelroeon only S o using 1 x 4 or 2 x 4 wood books Uuck bed in a•• Uuck bed in C a _ealanl (typ) - seolonl (typ) a .f...r v.. 0 0&Qo8 \ , I Ccam02 1/4" Dia Flat Hcad /� Q3,� I Ultracon/Kwik-Con _ ) 1/4" Dia flat Head (lyp) E LL z a'EE . (or Equal) Sealant— - Teks Or 4 II 1-1/2" Min. Wood Embed (lyp) ...... E 1/4" Din. Ultracon/Kwik-Con O Q CW F�jd (� Fasteners - O5 E — 3 n� --1 x 4 & 2 x 4 P.T. Wood Buck(typ) See Installation 8 e i I Min. 1 i — Types "A" & "B" for I % 4 & 2 % 4 °y FNo P.T. Wood Buck Styles Nin^°' N •Ti Ne7"'d IMPORTANT NOTE: I� z_ZIi, 111 ff.. Wood Bucks must sustain - lands imposed by glazing I� g v .. 2 3/4• , system end transfer 1�00 them to the building 2 x 4 Beveled P.T. structure. I Woad Buck (lyp.) IrnoucruoV010 CI3 & JB & JT pyln8wlmdstl" N E x rn:ums ltde 15.05120 �j 1 I/2•Min, r'.ir.riw Une o12 Total Ylood a. j od Oplianol ��aa Afi a un a renelralion seolonl Non-heveletl u i, Wood Buck _- S (dolled) Optional ^ olanl Non-hevelk Wood Buck o 1 Eipn.AVaD INWD � CML M�)0595 -7 3 015 erowing Oplionolfnrre-cast sill ° `W05-04 --- -- [sheet 6 o RNCIIORS -pSP DESICN LOAD CAPACM PSP ��a ANCHORS Dkti1CN LOAD CApACIIY -� _-. SID.HOtS PA7779N STD.N0I$pATrW S7A NOtp PATRpRR STD.D6EA TATMAN �'-_..^-J c WINDOW DIA15. ANCHORS Y/0 A90L AKCIIOA JIiN 4004 ANGIOR WINDOW DIh15. ANCHORS 7/e AOOL ANCpOP 1179 A06L INCIIOp T. 1n01N hE1CNT AT, p 170.{y A/Nt.{-)EAT.(+)A:OYT.(-) W:OYN KICM At 3 fl El'E(4}$HO'.(-}EXT(k)h W4-) 2 3 z le 2104__ x+0.0 19-1/8 _ _210.0 x10.0 1.q aK 2140 _ 2%OA 28-!/2' 26• a v 250.0 210.0 o 'u 32• 110.0- 2f0A 37' 210.0 210.0_ 63CI 36' 48' 4 _2t0.e 210. 53-+j8' 210.0 2104 a a 42' 201.6_ 210.0 79-I/e' 210.0 210.0 y 4e' TS.7 _ 210.0_ 26-I/2' -Jje• 4 2108_ - 210.0 fl pMp 5a' 117.2 20$.1 v- 37' V.zi0.0 Zi0.0 C e7 g x4` _ 2t 00. 210.0 176.9 2104 a / 4 yj 30' - 193.7 1104 59-ij8' 210.0 _ 210,0 d Q n ]2^ -Hess^ 210.0 2e-1/x• 210.0 __ 2+0.0 (qC F 36' S0' 4 170.9 - 2700 _ 37' 518' 4 208.1 210.0 42^ 152.9 1912 53-1/8' 145.8 196.3 O 49` 13&4-- 1734 i9-ij8' 2104 210.0 54' 126} 197.9 26-1/2• 63_ 199.4 210.0 2i' 2144 2504 37* t57.4 -� -- 796,7 30" 2104 210.0 53-1/8' 120.5 150.7 "l 32` 2104_ 1104 19-1/8' 2104 210.0 J8' 7Y 6 201.8 _ 210.0 26-t/2' 7Y 8 210.0 210.0 Yn 4Z' 18+.6 �250A 37' 148.5 - 2104 6 a 48' _ f45.3 101.8 53-1/8' 120.8 178.7 • O w 54' I 1 1 117.2 175.7 21 19-1/8• _210.0_ 2104 O on 24' 0.0 _210.0 28-1/2' 76 6 2t0.0 210.0 11 30' 189.5 x10.0 JT 18M zio.o LOADS APPLY TO INSTALLATION TYPES ^ 32' iffO.J z1Aa 53-t/a- nae lea.9 A, B & C AND INTO ALUMINUM BUCKS 10 J6^ Be 6 165.1 192.8 FOR ALUMINUM BUCK INSTALLATION SEE 42' 1492 _ 1734 O 4e` us.9' _�s7.a SHEETS 9 AND 10. fl I _ 54` 111.2 145.3 " O 24' 1946 210.0 vedth V O 30' tfft.4 5993 3z• ISJZ 1794 6'Y-m3--16 36' 98' ff 134.7--- IBSA 31 1 InstolloFan 3; 42' 124$ 145.3 gcrexs 4e• 113.5_ 132.4 '1-' 54' '04.8 1222 't M1dl.Anchor 24' 2104 210.0 ,.-Al Mlg.SWe Enda » g 9 70' 18'T.5 210.0 - ,� / Soo Chart Far Capacity 32' 108• e _ 177.7 199.9 36' 161.4 18t.e 42• -�143.1 161.0 FIF 48' 124,7 145.9 as 2a• lOLB _ 2140 o;�e ]a' t16A 18" �-- - - 32' 120 6 157.2 178.9 38• _ i<2.4 _ 7602 - ENn,tNAO AH,- riYLV)UC70F.YISFD sx' 125.6 u1.5 CGI Standard Nolc Pattern rnn a,e pries Hens!Elaw0. 1 -- rU,fT 70592 0uild^RY.'e4 CAN 3578 oar<N,IKj•o514.07 ° y p i Ilene � � p S J rn f" l 1t115 prad- dreWng-no. !W05-04 Refer to sheets S X 5 of tti fm descriptiaO 6t inslo0ation types R- B-C �sheel 7 of 101 Vortical Mullion Performance- Horizontal Mullion Performance 4.WIV CTributary Width = W1 + W2 For Window Performance, refer to sheets 3 or 4 2 2 n 19 ' For Window Performance, refer to sheets 3 or 4 Wt 'N2 W1 W2 r;l In510Da1i0n Screws } _ g14 x 1"FH ��-_� --:1; Ie g u. " I1.� SII �u gyp l l (l1n) I -�-1 t'-�3_ I Se4lanl Ieks Or Self Drilling Screws ji=•=�F_% - ;i'- My i i )nv Uua,ln, �J 1 E a Sealant r_ L MH Multiple Opening Multiple Opening I"x 4"x 1/B'lhk.Aluminum mw9 (z 6r »iado»s) (z 9r more»ina4»s) w/ 1 screw on each side of mullian w/ 2 or} screws on each side of mullion Tube Mullion (unclipped of ends ! Stondard Installation High Load Installation (Mull length Wdw Width - 13 3 (• - odditinnal holes to be drilled by installer) o I"x 4 [ 1/8" thk.Aluminum KUW.N DILSIGN ('AEA' -PBS 0! G AI'ACITY-PSY 1 -D CAPACITY-P3' OO Tube Mullion (unclipped at ends)- 0 A.CIIO 190 ANCHOeS TIIItEC ANCHORS ON AN('HOR IOAS TINtE6 AN 1 RS ONE A6'CtlOR 190 ANCNOBS 111Rl1•ANCN (Mull length = Wdw Height - 1MINNE DIMS. EACH SIDE EACH 510E EACH SIDE IriNDo9 DIMS. EACH SIDE HAIR SIDE EACH ME WINDOW DIMS. EACH SIDE RICH SIDE r+2 19E vU3i 1� IMM HOW 0(f.(+)&NI(-)M.(+)R N.(-)ExT4+)&IHT.(-) wINH HOW -4+)A IM.(-)1-(+)A IN!(-)E aj+I h,m.(-) -- HOW RL(+)d INr.(-)M.(+)A en.(-) 90.(-) Y i U) 211 15D.0 210.0 210.0 21' BIJ in. 110_1 5h1/9• 26' 210.0 210-0 � 3 ]0' 1YJ.9 --�--210. 210.0 ]0' 53.3 109.1 -_ --- 111.1 19-1/6- 2104 21MG O (�14 x 3/4"FH !2' 128.9 210.0-- --110.0 321 50.6 101.2 101.9 29-1/27 19{.5 210.0 Z Z .. Teks Or Sell Drilling Screws 1e• - 991 -- ' -- 21D.0 210.0 J61 18.2 92] 994 ]I- 116.2 210.0 0 121111.0 210.0 210.0 12' 11.1 92J U5_ S]-1/81 1764 210.001125 210.0 210.0 Ae- 34A 15.0 661 19-1/e' 165.0 210.0 0 w O1123 210.0 2100 SI• JIS 69.6 69. 28-1/Y 130.0 210.0050 5/821- 112.5 210.D 210.0 2i 56.1 96.] 98J Ji' 210.00 ]01 96.0 192.0_ _210.0_ JO' 16. 19b 69.3 51-1/9' 101.1 202J 210.0 !11 02.0 180 _210-0 3r 109' H.0__ 1{.9 - _149 19-1/6- 126.9 210.0 210.0 ly G G 6G.)-_- ---111.1 _ 210.0 ]6- 10A 66.2 _ 67.2 26-i/2' �• 99J 199.0 2140 n N 42' 78.1 159.2 2101 Iz' SSJI 56. SBJ JY le.t_ 156.{ Moo 191 75.0 'WA 210. -- 101 32.1 32.2 52.2 5]-1/91 61. 133.9 31' 12.7 115.5 210.0 21• 50.0 11.1 71.1 19-1/e' 109.5 210-0 M. y3} H 21' 90.0 190.0 210.0_ 301 11.1 57.6 56.6 2e-1/21 12• 912 1685 210.0 HO,3 a -210.0 32' 120' J6.0 51.2 N3 31- 630_-- - !JM.9 196.1 - O g' a 72J 111.6 210.0 ]61 S3J 163 19.3 3]-1/6• 53.7 101.{ 181.1 ' Saalont �" 7 21 ---1J]J 200.0 12• ]1.2 12.2--"- _-122 19-1/91 1020 101.0 210.0 t MV 12' fi0.5 121. 161.5 29-t/2- 16' 77.9 155.9 210.0 0 =•- (YP) 1e• sea nzJ leas ]r 90.9 izla 182.7 e 8 E 511 S3.J- - 1161 Iwo s]-1/e- 19.3 061 118.0 �0 21' _ _is.o !No _ 21o.o - c c ]0' 626 1212 1623 JY - 39.6 119.1 IG2.0 I i ]6' 61- S{.S 109.1 11).1 Gar.JAVrD NIWO l%wUCr RRvlsED 121 19.0 _160- 1M) M f 70592 mA•nglYYig»i1N Nw FloridA 1 w.o---_-_1_n.i cA. 3s]a R,dlaro9»u915•tJ312.07 a k 13.1 81.2 1061 CApirali9n Dae O � +�{ -- hlmli Ida Pr06ur(('an (dowing . 2M W05-04 (sheet 8 0(10; PERFORMANCE VALUES PERFORMANCE VALUES hilNUi�S��K FRAMING DBTAtL5 }} OF ALUM/NUM RUCK OF ALUMINUM MUCK A1.tl INSTALLIT'ION ANCHORS INSTALLATION ANCIIORS REFER TO SHEETS 3 TNRU 9 FOR WiN00i CAPACITIES fl EC T.(. )h INT•(-) EXLt4)k O1J{-) USE WHER APPUCABLE VALUES, _ ANCHOR SPACING ANCHOR SPACING ANCHOR SPACINC OMIT SPACLW2 ANCNDR NPACiNC ANCHOR SPACING F ],;a, 3 BINDOW THUS. INTO co", INTO tIOLLOW PID INTO WOOD FINDO71 IN" to A CIVIC. 1.1"HOIJDF R INTO FOOD WIm NL10M 10'O.C. e'0.G 16,O.C..H'O.C. 10-O.C. 6'tl,. WIDTH HEKHT 10'0 0'o.0 IB'O.C. 0'O.C. t0'O.C. 0'0,0 24' 2TOM 210.0 118.7__210A 2100 2100 19-1/8` 2100 2100 2100 :210D 210.0 2100 .. b' 270.0 216.0 __155,9 210.0 210.0 2140 28-ij2' ZB„ 2100 2100 21 p.0 210.0 ;10.0 210.0 f �• u' !, 32' 210.0 210.0 ISOA__111.0 210,0 2100 3Y 210.0 2100 105b_ 210.0 2100 210.0 •a C .'�_ ' I) a 3fi 0.8" _210.0 2700 142.9 210.0 210,0 210.0 53-1/8' 210.0 21MO 1380 214.0 198.8 210,0 12' 265.] 210.0 111.]_ 204.2 178.7 210,0 I9-I/e' 210.0 210.0 210.0 210.0 310.0 210.0 U (� n se" 205.7 270.0 1313 201.0 1800 - 270,0 26-1/2' ]B-J/6" 2104 270.0 773.9 250.0_ 250.0_ 210.0 _ 1 _ a� 8 5/" 168.0 210.0 107.2 187.6 111.0 210.0 37" 210.0 q 210.0 157,4_ Z10A__210.0 210.0 t I 0. C.t 24' 2IOA Z104 1344 210.0 270. _210.6 53-1/8' 185.8 2100 5585 207.4 1593 210,0 L_•.� .3�¢ 30' 179.2 210.0 114,7 200,1 211.0__210.0 I9-1/e' 210.0 2160 198.6 210.0 210.0 210,0 S2' 1719 210_0 109,6 191.9 2104__210.0 25-ij2' Slg 2100 2100 155.9 210.9 2100 210.0 315' fC' _160.0 210.0 102.1 178.7 210.0 310.0 JY 20]3 210.0 129.9 1910 210.0 210.0 J tL1 42' 147.7 210.0 94.2 164.9 9783 1 210.0 53-1/8'1 171.4 210.0 509.8 IS6.7 147.3 210.0 W^F IB' 5f0.0 _2100 89.3 150.3 150.0 2100 19-1/B' 210.0 1 210.0 1811,112104 210.0 210.0 54' 135 210.0 86.6 151.6 1421 1 210.0 28-1/2• Sr 210.0 210. 118A 210A 2100 210.0 i 2i' 279.0 210.0 f31A 210.0 210.0 210.0 3Y 787.]_ 210.0 1171 187.5 ZfoD 2100 v' 30' 1768 310.0 _112_0 207.1 2100 210.0 5J-IIB" 155.2 210.0" 99.7 1594 146.9 210.0 j14 SUS 114 SNS '�1 32' 168.8 2740 _707.7 5438 2114 27Q0 t9-1 f8' 210.0 770.0 161.6 210.0 210.0 3110 AT 8'FR OY ENDS Al 6'FRON EN65"� 3 35' 72' 155.5 210.0 99.3 178y_7 210, 210.0 26-1/2' )Y 194.2 2100 7239 210.0 2100 2100 AND 24'O.C.YAY AND 24'D.C.NA11.1 0. t- 12' 141.2 2/00 _90.7 1$21 SJ6.3 2140 3Y 1528 250.0 9I'S 5755_ 210.0 210.0 Z_O W a 46' 131.] 3101 83.8 ID09 180.0 I 2100 53-1/e' 123.] 210.0 ]9.9 14].9 146.9 5{' 124.4 210.0 79,4 142.8 1422 1 210.0 19-t/e' 2700_ 2190 157.9_-z- 2100 2100 24' 2100 210.0 134A 210.0 210.0 210.0 26-1/2' 76, 181.9 2117.0 1180 2089210.0 2100 ��N 30' 1757 2146 111.8 _ 4 210.0 ;100 3]' 142.1 2700 907_! 7613 2100 210.0 _ N 32' +1372MO 106.4 171.. 2100 210, 33-Ij8' 115.1 2073 735 IJ22 116.9 2114 36' B4' 97.5 162.4 2100 3itl.q it Z 3 d 0.1` 574 145.9 X1]63 270.00.5' 60.4 Ii�,o 160.0 3+0.0 " ._ 051' 742 125.1 5122 24' 210.0 210.0 134A ZIO.0 2100_ 210.0 I 3tY _174.2 210.0 171.2 190.6 270.0_ 2700 = -- 1----�� 32' 155.4 210.0 10.55 180.9 ;10.0 210,0 CONCRETE®3001 PSI WOpD SAX 1 36' 96` 1509 2100 942 1649 2100 2700 _ js BLOC 1924 Psi 42' IJ1.4 li0.tl 85,0 117.0 1]B.] 210.0 SILL$CAN ALSO BE USFA/ - I�( 1/4'DU.ULTRACON OR `OR 51RUCNRES N 48' 122.5 210.0 _782 U4.4 7860 ;10.0 WITH OPTIONAL WATERk1AR//J LS! ^1/9 DIA,KWIC-CON It , 2 12'NRL 1-3/4' NW.CUBED INTO Sa' 113.6 194.8 72.5 1243 It22 210.1 I -GONG.OR FILLEb BLOLIC 1/{'OU.UlTRACON OR 20.' _187.8 210.0 _117.3 210.0 210, 310.0 EDGE°�T' AT 6'IRON ENDS AND 1�NN.� 1/4'DLA KWIC-CCN 11 "�,__�"" t8"CRT 8'O.C.WAX. ,_i-ill'NTN.ENBED u g +0 210.0 98.8 779.8 210.0 210.0 SEE CKWT FOR CAPAG" AT 6'FROM ENDS AND 32' IDS' 1439 ;10.0 91.6 110.4 210.0 2101 36' t3i2.72t0A_ 83.4 154.0 2100 3100 SEE OCIVRT FOR CAPACOY 42' 116.9 210.0 _73.4 IS7.] 1743 210.0 'IVPICB��S'TALLATION OETAL c -3 ON ALL FOUR SMS/USINGALUMINUM BUCK TWEt 38' 105.0 195.0 6T.p 124,1 20." 106.1 170.0 119.7 210.0 _210.0 210.0 4.253..-. 945 3p• 1530 270.0 460 183.8 _2700 2100 tC^-- ` ]2' 121' 1450 210.0 92.8 177.9 210.0 310.0 I Z70 ,628 38' _731.8 210.0 81.1 IST.6 3100 210,0 C �111 ��JAVAO tHAt+D !�7I 42' 1161 210.0 74,3 1391 1]83 2100 I ra. �KOW4'fR • 562 =-J� N.1�Jiw i9-1a512.at� 1 O i g 7 .72s --A at'9 G J s; 40 Al Pead1K1 Cdr npwl q np. ALUMINUM RUCK OPDONAI COVER 8083-TB LWQ5-4 6067-T64 (sheet 9pf_1�0� PERFORMANCE VALUES PERFORMANCE VALUES �4 oI OF ALUMINUM BUCK OF ALUMINUM BUCK 1� INSTALLATION ANCHORS INSTALLATION ANCHORS 1 M.(.)A w(-) M.(.)s INT.(-) NIN W6 DINS WCN093 L9I0 BDM06 B1ACI WC1109S LNi9 CONC. 3NCHORS INTO HOOD nINW6 mug. WCNORS mIO R-.R10CE Wc...In.CONC. WC.O0.5 INTO nWp Z m 3 CLUSTER CLUSTER CLUSTER CLUSI'CR CLUSTM Cl MR C .'Ti.R CLUMA CLUSTER CLUMH CLUS7CR CLUSTER CIO TTRICLUMS CW .1CLUM.CLUMR CLUSTA OUMR CLUSTBP,CLUMRICLUSTERICLUSITA CLUSTER O Z n tnOM HEIGHT OP 2 OF 4 O7 a OP 8 OR 2 t OF 8 OF fl OR R OF 4 IIP 6 OC q MOM HEIGHT OP 2 OF 1 OF 0 OF . OF 2 OF 1 OF 0 DI q Oi 2 I OI t OF 0 OF 24' 89.3 178.7 210.0 210.0 110.0 2100 210.0 210.0 INTO 2100 210.0 210.0 19-1 8' Q f H _-_ _ __,_ / IIOA 21_0.0 210.0 210.0__21_0.0 2100 210.0 _210.0 210.0_ 210-0 _2100 110-0 G S ]9' )60__155.9 210-0 210.0 1223 210.0 210.0 210.0 104.7 209.5 210.0 2100 2p-1/2• 2B• 210-0 2100 210.0 210.0 210.0 1 210.0 210.0 210.0 210.0 310.0 IMI 210.0 Q u >Y 75.4 150.6 210.0 210.0 118.1 x160 210.0 210.0 IOIJ 1 2025 21210 210.0 37' 210.0 210.0 2104 210.0 210.0 210.0 210.0 210.0 x10.0 210.0 2100 2100 a J6• 18' 71.5 142.9 21OO 210.0 112.0 210.0_ 2w.0 _2%0 96.0_ 192.0 2100 210.o SJ-1/8' 210.0 21MO 210.0 zio.o 2100 210.0 210.0 210.0 x100 210.0 2100 210.0 0i yyy0 42' 68.1 1]0.1 204_2 210.0 106.7 210.0 21M0 210,0 91.4 191.9 210.0 210.0 19-1/6' 110.1 210D 210.0 210.0 210.0 210.0 210.0 21MG 1862 2104 ZI0.0 210-0 0� d u 48' 2).0 13{.0 20.0 210.0 1054 2Tn0 210.0 2100 904 111- 210-0 2+0.0 26-1/2' I1i9 2wa 1.210.0 _210.0 161.7__ x10.0 21MO 210.0 153.7 --ii-04 21 MO �1MO a q S 3/e 9 54• 67.0 1]4.0 201.0 210.0 105.0 210.0 210,0 210.0 904 180.0 210.0 210.0 37• 105.0'-2C9.9 1 210.0 210-0 16N' 210-0 210.0 210.0 1410 _21_0.0__210.0 _210-0 21" 6).0 IJ{.0 201.0 1210.0 105.0: 210.0 2100 210.0 80.0 iW.O 210.0 210.0 1)-1/8' 101.0�:2C9.8 210.0 210.0 161.3 210.0 210.0 210.0 14CA 210-0 210.0 210D 30' 57.2 114,3 171.3 210.0 69.8 1793 210.0 210.0 76.8_ 153.6 210-0 210.0 19-+/B' 9&J_ _196.6 2100 210:0 MIT 210.0 210.0 110.0 _1320 _210.0 210.0 210D Oda 32' 54A 109.6 164.5 210.0 65.9 171.1 1 210.0 210.0 FS IT 4>.3 210.0 210.0 26-1/2' ]T9 155.9 210.0 210.0 122.1 210.0 210.0 210.0 104.7 2611 210.0 210.0 Q } G 50 yf LL a 36' 60' S1-0 102.1 153.1 204.2 90.0 160.0 210.0 210.0kS3JlO6.l 37.1_ 205.7__210.0 JY _61.9 119.9 194.8__210.0 IOLB 203.5 _210.0__2100_ 872__171,5 _210.0 21MO LL=II9O F 42• 17.1 913 i 141.4 1865 736 _14).7_ -10-0 210.020.8 ii 1189.0 210.0 53-1/e' 60.2 I20S 210.0 94.4 196.9 210.0 2160 00.9 i61A 210.0 210.0 Q Z N S� 893 13 o 178.7 ]0.0 140-0 210.0 210.020.0 160.0 210.0 19-1/8' _75.5 131.0 x10.0 210.0 116.4 210.0 210.0 210A 101.1 1028 210.0 ItOA W�i 66.6 129.9 1133 67.9 1352 20].8 210.016.4 174.5 2+0.0 M-1/2" 5815 11].1 1)5.8 210.0 91.] 1635 210.0 210.0 ]6.0 115]13 2100 210-0 N' 53.8 101.2 160.0 210.0 61.0 IC80 210.0 210.04l.0 210.0 210.0 Jr 18.9 9].B 140.0 18].5 )].5 1460 210.0 210.0 6JD 1210 166.9 3100 Jp' 43.1 90.5 Us., 1803 70.7 1119 210.0 210.021.3 _181.9__210.0 53-1 8• 5 _ / . 119.6 1593 023 125.0 187.5 210.0 SJ.B 107.1 11.1 210.0J2" 1].1 C6.1 IN.2 1] 67.5 135-0 2025 210_015.7 1)16 210.0 19-I/8' 61.6 129.3 193.0 210.0 101.] 202.8 210.0 210.0 BBA 1)J.) 2160 210-0_I- - _ 19.8 99.2 118.] 198] ]).7 159.4 1 210.0 1210.0 66.fi 13].2159.8 210.0Ri ]6" 72' J9.) >9.1 119.1 158-0 62.2 121-0 1067 210.006.7 16�21 Z6-1/2" -_]60 ]2.1 109.1 IH.I 565 1129 169.4 _210.0980 _14 ]T 72" ]90 380 If].0 156.0 61.1 I 122.2 IBJ.3 2100 I114 JD 114.1 151.1 1 1269 1�-046' 33.5 6).0 100.5 134.0 52.5 JOSO575 110.090.0 13 >J-1/e' 320 644 95.9 1279 50.1 100.2 1563 200-0 54' 31A 615 913 121.1 19.6 99.6 119.3 199.1 42.] eil 128.0 I 1]0.] 19-1/0' 00.] 1219 162.2 210.0 __912 190_1 _210.0 _2100 _8_1_8_ 167.2 _210.0 2100 Q 21' 11.] 993 133.0 116] 10.0 140.0 210M 210.0 60.0 1Za.0 IMO 210.0 26-1/2' 46.1 928 139.2 � IBS.7 72.7 IISS 210.0 210.0 623 124.3 103.0 210.0 ]0' 37.3 71.8 It1.9 -119.1 564 1163 175.3 210.0 50.1 IW.2 ISOJ 200] 37' 76• _36.3 72_6___1088 143_1 SBA__II].] ITO._p 210.0 16] 9).9 1482 191.8 in �N o 32" 333 70.9 106.4 111.9 55,6_ 111.2_ _166.6 _210.0 17,8_ 953 112.9 190.6 29.1 566 86.2 117.8 46.1 82.1 IJ0.2 181.2 39.5 39.0 I Ie.f 157.9 (n IC91'h ]6' 84' JL5 65.0 97.5 128.9 30.9 ! IOTA 152] 2618 4J-0 !7J IJ0.9 1]1.5 � O N�m 42• 29.2 363 61.3 116] 43.7 91.4 137_1 _1629 393 78.4 117.6 156.7 0 3 M7 m 48' 266_ 5].6_' 80.4 '•107.2 120_ 81.0 I1B.0 1680 30.0 )20 105.0 114.0 n Z Z4 54' 25.1 SD.2 75.2 1W,J J3J >B.6 117.9 15).2 317 674 101.1 1 47 +2' PRE RUNCHEO ANCHOR HOLES 7+p -ALL OMER HOLES 21' .ui 1 76b 111.9 15]11 W.0 120-0 100.0 210.0 51.4 102.9 154.] 205.] SPACWG DRILLED w HELD l0' 31,6 615 95.3 127,1 49.6 98.0 119.] I 1911 42.] 8517 128.0 170.) _-- 1 ]2' "A_ 60.] 90.4 120.6 47.2 94.3 141.7 189.0_ 409 81M IRIS 102.0 ]6• 86" 21.3 35.0 BLS 109.9 411 863 129.2 1]1.3 36.9 7].6 110.6 147.7 � 12' 21.5 010 ]J.5 _98.0_ 38.4_ _]B.B__115.2_ 133.0_ 32.9_ _65.6_ 96]_ IJI.T - t8' 22J 41,7_ 67.0 69.3 35.0 70.0 105.0 140-0 30,0 60.0 90.0 120-0 CJ M,G� 51 10.) 11.4 62.1 B2.B ]25 61.9 97.4 1299 2110 55.] B]3 1113 SCREWS IN CLUSTER u. 1 24" 335 67.1 1WS _1]40 SLS IWS 157.1 210.0 45.0 9oA 133.0 180.0_ [SNE ] 17.7 553 MR 110.] 434 86.7 1301 1)34 37.2 ]4.] 111.5 146fi SHT 6 OF 11 26.2 _52.4 _7B.)_ _104.9 41.1 22_2 1213 I W_J 352 704 105.7 . 110.9 `6• -23.6 17.6 )LS 9i3 J)J 71.) 112-0 1493 12.0 4Y 21.1 423 6JA 643 J1.1 f62 993 132.4 28.4 56_7_ Bii 1115 I L�'E IB' 19.1 ]BJ 57.1 76.0 30.0 1 660 90.0 120.0 2i7 31.4 - 24• 29.6 59.6 8913 119,1 .483 913 I.D 186) 40.0 000 120.0 1660 iA o 194 735 96_0 364 )66 _113.2__131.0 _32.9_ _65-0 _9_8_7 _1311] - ��f 1 1' INNEMEE tl 0 J2" 120' 2!3 16.{ fi9.fi az.e ]e. _>2.7_ 1610 Ia5./ ]t.2 623 933 124.6 L ]6" 21.0 12.0 fiJ.l 04.1 32.9 65.9 96.8 - az" tas 37.1 55.7 74.3 x9.1 562 I 9>.3 210.4 24.9 49.8 )46 99.7 - -- ANCHORS MIN. EDGE 01ST. = 2-1/2 IN. 1 ANCI[0125 AT I `• ..� Eng,..DAVID AR WO Ctf2. PIlDDI1lTNEVISED �I1 ALUMINUM_-RU, FRAMING W- W 1u IE 70592 n+i6mTdPIRR1•Im sn FIa9L S 1 1 1 (AT MULLION ENDS) cAH a and o6p�o3e CLUSTER OF 2.4.6 OR B ANCHORS Airs I No(y05�• O 9 �` ,V /(SEE CIW21S ABOVE).PLL OTHER BOCK 1! iraHon De4e $ $ i 15 ANCHORS AS PER SHEET 9. .-_^J FOR WINDOW ANCHORING TO (CLUSTER Of 8 BEING SHOWN) rd owlnq Ho.l ALUMINUM BUCKS USE X14 SCREWS NOTE:ALUMINUM BUCKS ARE SUPPLED W]IH L 2015 dry .0.I SPACED AS PER SHEETS 7 & E. CLUSTER OF 2(1 SCREW HOLE PER SIDE)STANDARD. _ EXTRACHOLES UV5T BE FIELD DRILLED IF REWIRED. �`sheel70 0110