Loading...
HomeMy WebLinkAboutProduct Approval ST.LUCiEE COUNTY BUILDING DIVISION REVIEWED FOR COfP CE REVIEWED R.Y DATE_ -- — PLANS ANIP PERMIT MU&T BE ia—P ON TOB MIAMI-��E OR NO INSPECTION WILL BE MADE. MIAMI-DADE COUNTY Tom 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.gov/economl CGI Windows and Doors,Inc. 10100 NW 25rh 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 X360"..Aluminum Sia g a He H 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 DATING: Large Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA##12-0822.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512.07 MIAMI•DADECOUNTY Expiration Date: May 05,2020 pj)24� Approval Date: September 03,2015 j Page 1 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-0215.02) 2. Drawing No. W05-04 titled Series"360"Alum Single Hung Wdw. (L.M.I.)",sheets 1, 1A,2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer©insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C.Patel,P.E. M nue ere ,P.E. Product Cont oI Ex miner NOA N . -0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 l;-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 window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AA-MA 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-1208.06) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type"A-A" vertical sliding window, Grade 10, per FBC 24113.2.1,TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared,by Hurricane Test Laboratory,LLC,Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4;5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted underprevious NOA No. 14-0822.11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Pere Product Control Ex min NOA No. 15-0 .07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-2 CGI Windows and Doors,'Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916-11 issued to Kuraray America,Inc.for their, "SentryGlas@(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14,expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5'h Edition(2014),and of no financial interest, dated July 16,2014,issued by At-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previorts NOA No. 14-0822.11) 2. Laboratory compliance letters for Test Report No. HTI,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. HTI,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 Duraseaffl 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. M uei Per ip. anu Control Product�Coiitrol B mi r Man e ,P. NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 G_e_n_e_r_al_Window Sections FRAME AND VENT DETAILS FOR GLASS &TYPES 1 2. 1 SEE SHEETS 3&4 FOR CAPACITIES. 1/2'(typ.11-ge) t7 IB t 12 IB Leer°ae s°.n n �C'rtn}uT - ' .a I� $O .v boIT { �,,�_. InslDllalion Screws d�_ I 0») --. (Re1er to shecL^ a,o n I IO IB I °i 5. a & / Tor acinQ Y spg inl.rrnali-) V w vrnnow vraln c i 8 c x I C r i o r I 6' o' LLz�IA.3 0 41 ')R Daylight Daylight --- a PrP) Dm) 3 9/I6'__.-_ Opng. Opng. 3 9/16- H Ima Q b r a srr slrtars a N r¢x ass amens - Winda W Width -- - -- Yfndaw Width 'OE (Aunt n9(Oplieonul)I JI s / INSTRUCTIONS FOR USING CAPACITY GHARTS \ 3 Un r i STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW OPENING, R i .6 STEP 2 DETERMINE WE DIPKRY OF THE FROMWINDOW y I IIT- ,uflpy O �• _ SRE CO3 AND IgA G1A55 TYPE FROM CHARTS ON _ I • SHEETS 9 AND{. 05�� FOR SNGE ME ANCHOR PPLIC IBL TROY SHEEP]FORON C OPENINGS.APPLICABLE TO ANCHORS TYPE0.B OR C SIIOtIN ON SHEETS 5 AND& _ .$TEP 4 IF ALUMINON BUCKS ARE USED.VERIFY THE BUCKINSIAUAUON GPACIIY FROM SHEEP 9. ...--.' ......-.POR UNCLIPPED MOVED WLNDOWS DETERMINE'� A,LUON/MUUAN ANCHORS CAPACITY FOR 1K4 TUBE MUlUON FROM CHARTS' SYEEI B. STEP 6 AµORING BVO(5 ARE USED CHAT I SH L— o ()`/ ANCHORING REOUREYENiS FROM CHARTS ON SHEEP 10. �n F t (aW.o°aq 5 , THE LOWEST SELECTED VALUE APPLY TO LIVE INSTALLATION cccc .0 \ AND MUST EQUAL OR EXCEED WE REQUIRED DESIGN J 5 M I laDtlDDn) (xewseD) PRESSURES OBTAINED FROM STEP 1. o dl Typical Flcvotion oj6 A-yy SERIFS'980'ALUMINU31 SINGLE.HUNG WINDOW D g' � APPROVAL MPLMS TO SINGLE UNRS OR SIOE fir SIDE[OYSN.ATgN$ x"- 3 5 _ OF S.H./S.N.OR SINGLE HUNG WITH OTHER MUUU-DADE COUNTY S a APPRO.'ED WINDOWS USING MUNI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. OLOWER DESIGN PRESSURE FROM WINDOWS OR YUWON APPROVAL S (SHUTTERS ARE NOT REQUIRED__ WILL APPLY TO ENTIRE SYSTEM. (MON ESE WINOS AAE RATED POR URGE 1 5¢L[IMPACT. OZ M5 PRODUCT PAS BEEN OESICNED AND TESTED TO COUPL)`WITH THE \ fill REQUIREMENTS OF WE FLORIDA BUILDING CODE INLTADING h.VELOCITY HURRICANE ZONE(NVNZ). L-- r SlI WOOD BUCKS BY OTHERS,YIAT BE ANCHORED PROPERLY TO TRANSFER I���F�IN. I(�c 0. $ �I CDYa N) LOADS TO THE STRUCTURE I.Di1J�w C�OAeMa IN°P.M. Enry:-WCm r/ ` {-r ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS LaePI—. -0 eNRT I4•D n0.K —W 92 _� II L - I� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCoK� ra wn Dale i S f lS l A.CHORING CR LCADU4:CONDITIONS NOT SHOWN IN THESE DETAILS ARE R�/ 3Y NOT PART OF THIS APPROVAL y.p Al A LOAD DURATION INCREASE 5 USED IN DESIGN OF ANR . S drawin o. Slondard 12 Ps( Sill Optional 15 PSF Water Dar Adaptors CHOS INTO WOOD ONLY .fit 9 MATER VLS IHCWDING BUT NOT LIMITED TO SIEEL/METAL SCREWS.THAT WOS O4' Can nal be user..Ih IO¢M type (8J COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL NEEP THE __ REOUINEMENTS OF THE FLORIDA BL00 CODE (Sh¢Cl I OI l O� FRAFIE AND VEM DETNLS FOR CLASS TYPES 3,3A,4 AND SEE SHEETS 3A&4A FOR CAPACITIES. 11 OPTIONAL TOP RNL O SWEEP LOCK NOT X AILAHLE 1WTH THESE G1A55 TYPES. 0 ii Is I 19 Is l 10 r� c-..S—s.w. Instouation Screws a z1 "^i�I$ — (Reler la sheets )J _I a 9 L 5, & 7 lar w I _J -�= spacing information) V o w ✓, O I9 IB 1 L-A.i (3 YlnJow Width "( GGG dm¢y ,jF ert a r ; TGr n502Jf__ a .—� -- �m LLpz rN�ES Zl y1 H QuZi i(F C (bol Pm) 3 iGao Onylnhcl 3 _ asst s'2ess 3.•.a rw cuss aPrnxz in Window\Ydth .___ Smince APPGed J e I 4lunlins(Optional) 3i C, -m Q— ui3`v11gI o I c, C3 �_� 3a g J( otx �.1 Gla�inq at Insulated Lorninoled rO,l v a 9 -- 01 1- aF T I, 9� r Typical Clevationtz o y=a S99 O 69 J22oi8 8 531 ~ u r1 ("1\ PROnUCT REVISED ' l.. M PE 110592 —Plyi�wiNlEe FkTIM a 1 aAH. a UviWive CoEe ,«Pier°Ne)5 0512.0 r.�7aim Nz I g a ny I ---� Standard 12 Psf Sin Optiorlul 15 PSF Water Our Adoplor 1 p 2015 "'' '"`P'°mxl dra g ., con net he dem with IocM IyPe © W05-04 sheet 1_A of 10j ZI C o 0 �I O ggG pKa�g9 nn Qom_R Bill of Materials - J ITEM PART 9 QUANTITY DESCRIPTION MATEIUAL SIANF./SUPPLIER REMARKS 1 W2320ING AS REQD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL 2 CGI-612P AS REQD. PLASTIC BUMPER GUIDE _ PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK 'x t5 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REQD. GLAZING GLASS VARIES �av e 5 N/A 1 COMPLETE SCREEN ALUM/MESH 6 CGI-615C 1 OR 2 COMBINATION EGRESS LOCK AND UFT/PULL ZINC CUSTOM CASTING 1 M WDWS. 28 WIDE&SMALLER �'Z itL-' & 616C ATTACHED W/(2) ABX 5/8"FH SMS 2®WDWS. OVER 28"WIDE '" A30700& OPTIONAL SWEEP LOCK& KEEPER (replaces 1 ®WOWS. 28'VIDE& SMALLER 7 C30705 1 OR Z item 6)ATTACHED W/(4) A6 X 5/8'FH SMS ZINC TRUTH HARDWARE OR EOUN. 2®WOWS, OVER 28"WIDE LK 8 16-11—XX-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 ®WOWS. 28'WIDE&SMALLER 2_®_WOWS.OVER 28'WIDE rte 9_ CGI-614C 2 TIE DOWN BLOCK _— ZINC CUSTOM CASTING 10 _VARIES 2 BALANCES(B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED € 11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB -N o_o 0 i 4 12 CGI-618P 2 VENT STOP _ PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS gg 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT PRUDI10E RfiViluiHorM� 0.9 v_9' 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING a'dM'oa Cod` .0512 - - -- - - — -- — --- _-_ No 7ZWD "v 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLEAll— VENT NYLON CUSTOM CASTING G�f04A ap1pl 4 0_?$24 d` CGI-620C "o N fi 17 & 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL BALANCE ATTACHES TO IT By Zoo..... 18 N/A 16 VENT ASSEMBLY SCREWS S/S _ VARIES #10 X 1 1/4"PH SMS(2 PER CORNER) —— - 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES #10 X 1 1/4'PH SMS(2 PER CORNER) Enyr:uvM AMwD 20 CCI-382V AML S REQD. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS N,x 7ay4z. e I 21 VARIES AS REQD. STUCTURAL SILICONE SILICONE 3 SILICONES 0E-1200,GE-2000,&DOW 995 COMBINATION EGRESS WB LOCK&UFT CUSTOM CASTING 1 4 WDWS. 28'WIDE& SMALLER PULL l8 Nib_'61_j 22 CGI-632 1 OR 2 / ZINC — ATTACHED W/(2)18 X 5/8"FH SMS (FOR USE WITH WATERBAR) 2 0'NEWS. OVER 28"WIDE d cwinq l 1 n znls I( 1 23 — 2/UTE SETTING BLOCKS EPDM — OUROMEFER 6535 SHORE A I w05—�41 sheet 0 3.5]2—---I m }.59]— C' o r - - --m �'I�Jt'II a I r a Ix 5. 51 r9 �p � ul 600-Frame Ilcad 601-Frame Sill 602-Frame JomO p tCY M GO63-i6 6063-T6 6063-T6 _ 0. --- ----- a¢a 1.a1s1.701- VENT SHAPES FOR GLASS TYPES 1 & 2 m e a -811-I p�_IJB_I ti 604-Hariz. Rail 605-Fi>,ed Intick. 606-Movin Intick 607-Side Hoil 1609-Glzq Oeod 3 .. G067-7G 606]-Tfi I GO6}B 6067-T6 l__-6061-_i5_-I u C, w O VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & r 0 3 n 2507 L 080 2.507 2.010 .100 7 —_ r-.258 y.eJB r n 3 i N 1.632 17 3.13{ 112. I-y .062 'l_ll .9 1 10 0711 �-.902 1 7-� .950-I (--.95 �I.]01 629-Glzg. Ocod 630-Glzg. Bcod p 625-Horiz. Rall 1626-Fixetl Intick. 1627-Movin Intick 62B-Side Hoil 6067-1fi 6063-t6 _ Y = 60G3-16 _ - L 6067-78 1-6➢67�-I -G063-T6 For Glass Typn 1 8 9A For G3ass Types M..1351 1 I N�M S j IJ 1.094 7. qa$9 3.155 i _sss .075 I� Enar..uv10 IHN/0 I11t0UVLT REVISED GMe 1 {L L •rnnplyiv6viFTald� I M K I)0591 II�nNiap fnAe - 1 I II N. 7e .\ae�sinmlJolS-0514.O7 k �_ 2 IL 02015 Nl"u emmNl `(dr-ing 611-Waterbar ssl-woterbur- W05-04 606}_TS 6063-IS sheet 2A of 10' 1/8-Ann. Glass 1/8'HS Gloss U T Die'Interlayer 090' -0, K.las Sen...... M'%umrq America,Inc.' fly'Kar9ray America,Inc.' O S Supplemental lest Results for: O .075'imenarer .o]Y mtenayer ''�;. Salle.CP Wim PET C« -saae.CP With PET core Air Infiltration - Water Leakage Resistance - Forced Entry Q w 8y'Eastman Chemical Co.' By'Eastman Chamical Co.' .100'mlerlay<r .100'mierloy., Test Type and Method Results sane.HP Clea,ar Col.,Class salla.NP Clear m Com,Glass - Dy'Eastman CBemicd Co: By'Eastman Chemical Co.' Air Infiltration Test(ASTM-E283) Ili O ® 1.57 / differential PASSED .046 C.F. Yin Fl O m 1/8`Ann. Gloss m� 1/8'HS Class psi pressure ( / /SIT ) O 8 .moi j 1. r -- 0 6.24 psi pressura differential PASSED(.076 C.F./Mn/Sq Fl) a¢WC�i o .t' `_ Silicone ° Silicon. 2-I GF-1200 i GE-1200 'W.ter Leakage Test(ASTM-E331) No leakage allowed O°Q n GE-2000 GE_7000 O d r� DOW-995 DOW-995 withaut wnt.,h.,ndnptu, PASSED IOD 12.0 PSF m .11h wnlrrhnr ad.pt., PASSED!7 15.0 PSF 23 At 1/4 Pe is On Lite. 23 At 1/4 point.On Ules u'M to LTi Wer Than 36• Wiser than 36' Forced Entry Resist...lest PASSED Gloss Type 71" Gloss Type "2" (ASTM r588 x Grade 10) 5/16"14-in.1 Glass 5/16"Nominal Glass Anneoad/Annealed HS/HSIs Is EQUAL LITES WINDOWS EQUAL LITES 1TINDOWS EQUAL LITES WINDOWS DEMON LOAD CAPACITY-PSP DESIGN IDAD CAPACITY-1'SP DESIGN LOAD CAPACITY-PSP width '.N WINDOW DIMS. GLASS TYPE'1'CLASS TYPE'2' WINDOW DIMS. GLAS'S TYPE'I'61A is TYPE'2' WINDOW DIPS. GUSS TYPE'1'PUSS TYPE"8' MOTH I HEIGHT EXT.(+)IM.(-)JULM INT.(-) MOTH HEGiR E%T.(+)IML(-)E%r.(f)INT.(-) MOTH HDCHT E-.(+)INT.(-)E%T.(+)INT.(-) x 0- 2'. w2a` 10°.0 210.- IOOD 210.0 24' 100.0 161.9 IMO 210.0 19-1/8 100.0 210.0_ 100.0_ 210.0 _ w U 30' 109.0 210.0 100.0_ 210.0 30• 100-0 IMA 100.0 120.0 26-1/2' 26' 100.° 210.0 100.0 _210.0 a N od_ ]2' 1°0.0 210.0 100.0 _210.0 32' 100.0 111.9. 1°0.0 120.0 3r 1Me 210.° 100.0 21°.0 "1E-. lJ �T•lo s Vlm�°n 36' �• 100.0 IBOA 100.° 210.0 36' 96' 1°0.0 IDIS 100.0 120.0 53-1/8' 100.0 171.1 100.0 210.0 s rn __ O N n 42' 100.0 144.0 1001 210.0 42' 85.4 BSE 100.0 120.0 19-1/0- 10°.0 _210.0 100.0 21MO O t C O 3 n 48• 100.° 120.0 100° 200.0 48- 76.2 76.2 100.0 120.0 26-1/2' ' 100.0 210.° 100.0 2101 __120.0 100? ---__ - ._._ ___._ ._... n r 54' 10°.0 102.9 1000 171.4 54• 68.9 68.9 100.0 120.0 37' 100.0 197.2 100.0 210.0 Vi 300=R 24' 100.0 210.0 100.0 210.0 24' 100.0 142.4 100.0 210.° 53-1/8- 100.0 124.1 100.0 206.9 _ CE (:1 Q` ]a' 1°0.0 199.7 100.0 210.0 30' TWA 102.2 100.0 120.0 t9 Imp_100.° 210.0 100.0 210.0 '- 32" tCG.O 190.3 IGO.O 21°.0 32' _94.9 _91.9 100.0 120A 26-1/2 IOa.0 210.0 100.0 210,0 60• -- -_ I°° _-- - --- so-s/e• - �Equol Litc YlindowLitc Ylindow i 36• 1001 160,3 1°0.0_ 210.0 is, 85.9 85.9 IOGO 120.0_ 31 ' 100.0 168.] 100.° 210. 42' %CO.O 128.0 ICO.0 210.0 42' 75.3 75.3 100.0 120.° SJ-1/e' 100.0 101.2 100.0 168.7 _ 4B' 100.0 104.7 100.0 120.0 4B' 68.6 68.6 100.0 120-0 19-1/8' 10°.0 210.0 100.0 _210.0 54' 68.6 88.6 100.0 120.0 24• _100.0 12°_1 100.0 120.0 26-1/2' �• 100.0 2075 100.0 210.0 u,= I4' _100.0 201.1 100.0 210.° !0' 90.] 90.7 _100.0 120.0 J]' 100.0 154.9 100.° 210.0 >? C€ ]0• 100.° 162,1 100.0_ 210.0 ]2' 120• 81.6 87.6 100.0 120.0 SJ-1/8' BB.1 88.1 100.0 120.0 S ]2• _ 4100.61M.0 7.6 100.0 210.0 ]6' 75.9 ]5.9 1°0.0 120.0 19-I/8' 1°0.0 210.0 100.0 210.0 N O��S 36' 12 0.7 100.0 210.0 42' 66.4 66.4 100.0 120.0 26-1/2' I°0.0_ 181.5_ 10°.0_ 2100 rRODULT e6VLSF.0 71' amplyilg.dNlheFhlds 42' 100-0 120.0 Jr 100.0 146.8 _100.0 210.0 11n�Idi.e Cub 4B' 6.0 100.0 f120,..O 5}1/8- 82.0 82.0 100.0 120.00.0 100.0 19-1/8' 100.0 _210.0 100.0 210.0 a 24' 100.° 1]9.1 1Me26-1/2' 100.0 171.4 100.0 210.0Mian Uade Rohxf]0' 1001 143.4 100.0 37• 100.0 116.8]2' 100.0 I.T" 100.0 53-1/8• 80.0 800236• 1°0012°0 100.042' 100.0 1061 1001PE 1705924B' 95.8 85.61Go.o All-1-s shnwn are Design PSF(Pounds per Square Foal) cA !sx 5 k 5" 1-71.1 74.a10G.0 q0.0 6 a• VALUES FOR EXTERIOR LOADS(+)SHOWN ARENOTE ---- J CLAS FOR SILL WITH WATERBAR ADAPTER rarawin GLASS ON ASTM 13 THIS SHEET ARE 9 3ASED ON ASTM EI300-09(J SEC.GUSTS) FOR 171NGOW5 WITHOUT WATERRAR ADAPTER J 0 POIS W05-041410 FLORIDA BUILDING COMMISSION LIMIT EXTERIOR(+) LOADS TO 80.0 PSF 0ECLMIATORY STATEMENT DCA05-DEC-219 s�3 of 10) e O9q•In%mbye .G9p'ma�nwn. sewrrcba -s0.Iryu l u NOTE: By Kmaray Amarxp,foe.' CUSS CWA APES ON TMS SHEET ARE BY Kwmy'Ana4ce.tpe' !a BASED ON ASM E1300-09(3 SEC.CUSIS) .075'Mlerlpynr 075'Mtarl !o Alm FLORIDA 8)LDING COUWSSION 3/16" HS sane,CP YE1h PET con .$/16" AN Spon CP l'.PEr con DECIAtiATOtW STATEMENT 001005-OEC-219 Pr'Postman Chendca%Co.' Br''Easpntm Cl+emicd C¢' w A. .100"Inlertoym .800•Inlerlwar a Im Sofkk NP Clem m Cptm Cksa L 5 net IIP Ckm m Cabr Gbaa !' BY'famtman Chem7cni Co,` Dy'Ewlmnn Chamicai Cd: a 1 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY-PSIF .� 3/16"IIS 3/16"ANN Q WINDOW DINS. MASS TYPR']' IA59 TYPE'OA'GLLSS TYPE'{',USS TYPE'410 Silicone ' Silip,ne a star" R moa Exr.(t)IML(-)Da.t+)7Nr.{-)Esr.(+)'NE(-)Ex7.(1} ML(-) GE-1200 __ GEic.re CE- -1200 Ot 2000 21' ",,O 11010 1Do. ,210.0 ID0.0 1100 IOp.O ;IDA OOW-995 DOW-9 0 0 DOW-995 C/a r�g 19' 10010 210.0 ICDA 2tOM 100.0 2%0,0 Taaa 2/010 "'--" z'.AT iJ4 Points On Eitaa At 1/4 Patata On Vtea C ti 12• joa.p x10.0 100.0 z1oA 100.0 no.a ioo.o 2io.c Gloss Typc "3'" wmer rnon 36• 21 10,0.0.lean J6' p d ° 46' -- - .,.,, CIOs, Type "310" m lb' 100.0 250.0 100.0 2TOA tGGG�� 210»0 SppA 208.2 42• IW.O_ 110.0 �loo.o sto.o 100.0 IIO.p 100.0 t75s- I 8" H$ 'Q�O,t"bK°I`Qr 090"mlennyar / Senlrycla, 1/ ANN snnlyWa, _ }5' ,FO 20,.0 200.0 IWO 290.0 10010 159.0 rDY'Kurorw Ammiep,Inc: Dy'Kwvrw Amerka,Inc.' p P�j C. 3 8"Air S ace arc, /8 Sp .075•Mlarlwer 4 w E K� 54• 100.0 171.4 Ig0.0 I]I./ IQ0.9 171.4 IpOA IJ9.5 / P I 0.75•Mlerl 3 "Air 24' 100.0 210.0 IOO.D 210.0 1000 210.0 100.0 210.0 Sana,CP 1ttu,PET Cmn *X'� Al� s U W4,PET Can - t /$"(($ By'Eastman Ch,nk l Co.' J 'F-t-ch-al co,' 10" 100..0 21tl.o Ipo.o 21o.a toQ,p zw.b 100.0 zto.o 1 8"AN 0100•Mla l JZ• 100.0 21 Q.0 100.0 210.0 100.0 210.0 100.0 202.2 „Tles NP C nr m Cobr Gfofa 'Inlerl�• _. ___ _ _ _ s IIP Claor.r Cobr Glama100.0 219.0 100.0 210.0 IQOA 210,0 100.0 171.5 Oy'Epalrwr Chemtcot Co.' Coalman CEemicat Co.' 2• 100.0 2111.0 100.0 ;laa 100100 100.0 1$38 %L COGE SPALCR ST.SIEEl flY'CAAait4L' XL EDGE SPAC48" 100.0 176.0 t00A 7x_0.0 100..0 120.0 100.0 120.0 OR e7w 1/8 H$ Sr.STEEE Of'CAROttU - -1/8"ANNWRASEAL BY'OUAN% _ Silicone 54• 10010 120.0 100.0 120.0 IWOIz0.0Ip0.0106.3OR (1E-12CO OURASEAL BY'OUNEGIEC 1200 x pW2i' 10010 210.0 100.0 210.0 700,0210010010 210.0 SUPER SPACER Or'OUANWIr GE-2000 I)0'W-995 SUPER SPACER BY'CWWEGE-2090JO' 100.0 210.0 I,OA 210,0 IOOA 2100 100.0 1722 DOW-995x At 1/4 Pobla An Sires3Y 10010 191.1 196.0 x10.0 10610 }7gp G)OSS (ype "4," if4 Potnta AN Sfrrn GtOss ype4Arn v J6" ]Y IOONo x10.0 m0.0 Iced _wa.p IIa.O 1[910 I60e V) 0.2' TCp.O 120.0 10010 tZtjA TGOA 1200 '00.0 12a0 EQUAL LITES WINDOTYS Width ``... 48" Ipp.O 12_0.0 100.0 1200. 100,0 1;0.0 IC0.0 _109.5 DESIGN LOAD CAPACITY-PSP �..-_� el Z Z J�I 54' 100.0 i;0.0 IODA 120.0 500.0 1200 9o.5 90.5 HtN3NilT Ri3LS. GiA53 TYPE'9'.11019 TYPR 910'GU53 TYPE'{•.USN TYPE'4A N,3 O __ O- 24' 1000 270.0 100.0 210.0 IoOA 210.9 100.0 190.1 'NprN HEIGNr EXI.(4)INT EXr.(1)IwI-)EM,(4)INT.(-)EXr,(a)IML(-) ¢ V. 10• Io0,0 210.0 100.0 21010 100.0 _21010 IoO.D 152.3 19-1/8' IWO 210.0 ICOR 210,0 100.0 210.0 IM.O 210.0 J2' 100.0 21 as 100.0 210.0 100.0 110.0 _1_00.0 11].] 26-1/2' 20• IOOA 210.0 100.0 2100 1W.0 210.0 100.0 210,0 X 100i 2100 r.G 36' 84 IOOA 120.0 IOQ.O 1_20_0 IOO.q 120.0 IOpA 120.0 37' 100-0 2100 100.0 710.0 I11Q0 210.0 100.0 2!0_0 42" 100-0 110.0 I00A 1211.0 100.0 120.0 100.0 112.7 53-1/6- 1000 210.0 IWO 210.0 1000 210.0 100.0 2100 0.9- 100.0 120,0 100.0 120.0 1000 120,0 90.9 90.9 19-I/B• 100.0 21010 IWO 210.0 _100.0_ 210.0 100.0_ 210.0 54" 100.0 1x0.0 10010 120.0 100.0 120,0 tl6.e E0.6 26-IJ2• 100.0 II0.0 I00A 210.0 _100.0 210.0 100.0. 210,0 4 U 24' IooD 210.0 100.0 210.0 1000 270,0 100.0 172.0 J7' I_G0.0 210.0 IWO 2100 100.0 210.0 ICO.0 210.0 30• 100.0 }20.0_ 10010 720.0 100.0 520.0 700.0 11410 53-i/8• 1400 206.9 1000 206.9 ttALO 206.9 IMC 206.9 R 8 32' IOO.O 120..0 100.0 120.0 100.0 120.0 ICp.O 1169 19-1/0• 100.0 210.9 IWO 210.0 100.0 210,0 100.0 2100 16• 96' 100.0 /2010 1000 110.0 140.0 1200 500.0 107.8 26-t/2- 100.4 1/0.0 MIT 2100 100.0 _2100 10010 210.0 E:quOi Life Window P X�'S 50 -- 42' f00.o 1;0_0 100.0 110.0 100.0 120.0 90.8 909 37' 700.0 210.0 100.0 210,0 100.0 210.0 100.0 193,1 46- 10010 110.0 10010 'zoo 180.0 '20,0 80.4 80.9 53-1/8" 100.0 x69.1 1000 168.] soap '667 »0010" jyi,7' All values shown ore Design P$F(Paunrk per Squvr6 Foot) `o - 54' 100.0 120.0 100.0 112.6 100.0 120.0 73.2 73.2 19-1/8' 100.0 210.0 100.0 210_0 100.0 210.0 1011.0 210.00 20.• lDpa 21010 toga 210-0 IWO 110.0 TODD 151.2 26-f/2' %aa'o zfD.o 10.0.0 110.0. 10.0.0. 210.0. 100.0 x1010 VALUES FOR EXTERIOR LOAOS(t)SHOWN ARE -a c p 8 S 63• - -__ _ FOR SILL WITH tVATERBAR ADAPTER v a W 30• 1gp.0 120.0 ID0.0 120.0 100.0 120.0_ 100.0 190.8 37` 1rA.0 210.0 100.0 191.9 100.0 210.0 100.0 171.6 FOR WINDOWS vnTH0U1 WAIEREAR ADAPTER 12" 148' IW.O 120,0 IOQO 110.0 10.0.0 110.0. 1000 IORB 53-i/e' IGGO 120-0 100.0 110.0 tOQ.O t2G.0 taco 100..5 1.1#1011 EX1ERlOR(+) LOADS i0 80.0 PSF 36' 1000 I;0.O 100.0 120.0 m0A 120,0 91.2 91.2 19-1/a• 10_0.0_ II0.0_ IOPyO 21 p.0 100.0 210.0 100.0 210,0 cors,:AM.- 1Z' 100.0 120.0 IDp.O 1200 100.0 120.0 890 80.0 16-t/2• 72• IAD.D 210_0 IBO.A _210.0 100,_ 21010 IQO.Q 192.9 NNOTN1t.7RKYLSEp fll uj 10592 46• 100.0 120.0 100.0 112.1 700.8 120.0 72.9 729 37• 100.0 210,0 100A 196,5 100.0 210.0 100.0 1560 +"Iyinmw1hgw FTOdb c 3536 I0.' 100.0 120.0_ 100.0 12010 100,0 170.0 100,0 120.0 33-1 a• -- _"" '- ItWkw6 Cab / ID0.0 IZG.o 100.0 Ixo.o IGp.o 1zo.o 94.6 949 nneP�,aae No! -05!2.0 a 30• 100,0 120.0 100.0 11610 500.0 120.0 46.4 96.4 19-t/9• 100.0 210.0 100.0 270.0 100.0 110.0 700.0 210.0 Ex'ran awe 7 _ nW .�32• 120• 100.0 12D.O 1000 1200 IWO 120.0 88A 88.a 26-1/2' I6• IOaO 21010 100,0 x10-0 TOAD 210.0 100.0 191.111 �U O Z�}S i 9J6' tDo-_0 . 1000 ,20.0 1040 121110 808_ E0.6 }Y 100.0 210_0 IOp,O 149.8 100.0 2700 1000 115.1 Ai7iam }•rudMC [ $-ry¢42• IOpO 110.0 1000 114, IOD,O 120.070.8 70.8 51-1/6• IC00 1100 IWO120.0 IC0.0 120.0 88.3 88.1 V CsOOet 310 OT 10 1/6"Ann. Glass 1/8'HIS GI... .090'Inlerla er .090'Inledvyer `- nlryGm, -semryum -- a, %uraray -neo,Inc: BY ......y America,Inc.' II( Supplemental Test Results for: � i. I ,.075'In- a .0%5•Interlayer SuueX CP w.n PET Core -setles cr wen PEI core Air Infiltration - Water Leakage Resistance - Forced Entry F - fW'Eastman chantieal Co: By'Ea,lman Chertwcd Co.' f Test Type and Method Results 0° o g .loo- HP Pier .1D6'slip Der YP Q�+ y I-soup Fp'clear or talar Lbsa �-sone.HP Gem or Color alms By'Ea-1 Cucmicel Co.' By'Emlmon Chemicd Co: Air IntillraliOn Fest(ASTM-E283) m 1/6'Ann. GIas9 in -1/R'HS Class O 1.57 ps1 pressure differential PASSED(.044 C.F./Min/Sq Ft) 0 t M y ®6.24 psl pressure ddlercntiol PASSED(.076 C.F./Erin/Sq Ft) G e; o Silicon. ° Silicone Q a¢Q O GE-1200 GF.-1200 Water Leakage Test(ASTM-F331) No leakage allowed Q d�¢ E GE-2000 4 -GE 2000 o DOW-995 - DOW-995 without wolerbar adaPler PASSED O 12.0 PSF p. 3 a F with w,te,b,r adaptor PASSED O 15.0 PSF J 2 N 23 AI 1/4 P,W,On Lila -/ At 1/4 Point,On Tiles ------ 0[o Aider Tnan]6' ` w.te.Inon ab' Forced Entry Resistance lest PASSED Q w 9 2 Gloss Type "1" Gloss Type �.2" (ASIM F'588 h Grade 10) 5/16"Norninol Glass 5/16"Nnm(nal Glass Annealed/Annealed HS/HS J UNEQUAL LITES WINDOWS (OR)F.I.) UNEQUAL Ll'TES TTINDOWS (ORIFL) uII w DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSIF ��IO WINDOW OIMS. GLASS TYPO'1'GLASS TYPE'2' WINDOW DMS. GIASS TYPE'1'GLASS TYPE'2' 6' R i0P WN IOP VEN O MOTH HEIGHT HEIGIG EXr.(4)INT.(-)EXT.(+)INT.(-) WIDTH IIDOIT PocUrT EXT.(+)INT.(-)EYI.(+)INT.(-) N 0 a{' 14' 100_0 161.9 100.0 210.0 19-1/B' 100.0 210.0 100.0 210.0 u JO' 100.0 118.8 100.0 110.0 26-1/2' 96' 48' 100.0 138.5 100.0 21 a.D �F^w 32' 100.0 111.9 100.0 120.0 37- (MA1L) 99.3 99.3 100.0 120.0_ N s6• a6• �• 100.0 1015 100.0 120.0 53-1/8' 692 692 100.0 120.0 O M n ( ) BS.a B14 1011.0 120.0 19-I/9' 100.0 210.0 100.0 210.0 42' m Z_>LLN 4a" 16_2 )6.2 100.0 1200 26-1/2' IaB' 54' 100.0 170.0 100.0 120.0 ?�O 54 68.9 68.9 100.0 1x0.0 37' (wAx') 616 93.5 100.0 120.0 0- 24• 100.0 142.4 100.0 210.0 19-1/B' 100.0 210.0 100.0 210.0 1S[ODUL.'TRDVLSED [mrHT,rewi016o Fiadb l U 30' 100.0 1022 ID0.0 1-20.0 26-1/2' 120' 60' 100.0 106.6 100.0 120.0 linikHcat tfj.ogl¢.0 lr= 33' 94.9 94.9 100.0 120.0 J1' (M'"') ]3.7 ]3.7 100.0 120.0 Hspuu[iea Ovw 36' 108' 54' 115.9 a5.9 100.0 120.0 19-/a 100.0 210.0 100.0 210.0 ( ) 73.] 75J 100.0 120.0 26-1/2' 120' fib' 99S 99.5 100.0 120.0 IIYQ>�((yy,�f' G. 42' - Sl;,ar1yi)ode Rodoc4 „ 4a• 666 69.6 100.0 120.0 37' (MAX-) 65.7 65.7 100.0 120.0 GGGGGG 24' 100.0 1x0.0 100.0 12,.1] 19-1/8' 120• 72• IOOA 210.0 100.0 210.0 o F n^I 30• 90J 90J 100.0 120.0 26-1/2' (VAX) 909 91.9 laaD 120.. VALUES FOR EXTERIOR LOADS(+)5110WN ARE 3Y 1zo' s0- 63.6 616 _too.. tza.o 19-I/9' 120• 78• -200.0 120.0 100.0 120.. FOR SILL Y11IH tYATERBAR ADAPTER 13 # 36' (MAX.) 75.9 769_ 1611.6 120.0 zs-1/2' (IUYJ 88.0 88.0 too., 120.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER 42' 66.0 66.4 100.0 120.a 19-1/8' 120• 84• 100.0 120.0 100.0 120.0 LIMIT EXTERIOR(+)LOADS TO 60.0 PSF 24" 700.0 120.0 100.0 120.0 28-1/2' 799 19.8 100.0 120.0 width l 30 120' 68' _BI.] 81.1 100.0- 120.0 ]z' (wixJ 7).7 ]]J 160.0 1x0.0 - ]6' 6).4 6).a IOD.. 120.0 `0 24' 100.0 113.6 1 100.0 1 120.0 NOTE 30• ]].1 TOP Vent 77.1 100.0 120.0 GLASS CAPAOPES ON THIS SHEET ARE pr q 120' 72' -- --- -- BASED ON AS EIJOO-09(3 SEC.GUSTS) •' r y,;;4vAp AHwo J2' (Max.) 70.1 ]0.1 100.0 120.0 AND FLORIDA BUILDING COMMISSION 0J1000IOECLARATORY STATEMENT OCAO - -2 J6• 0.1 O - l y; S, 24' 100.0 120.0 100.0 110.0 L I ]D' 120' )8' ]1.2 71.2 100.0 120.0 This Lila must be ^f 8 `� 8 32' (M -) 6J.B 63.8 IC0.0 120.0 Equal to or smaller. --1 Than lac Top Lite -- 1 0.0 drawing 34' 120' 84' 100.0 120.0 10 120.0 !0' (WAX-) 6fi.6 66.6 100.0 120.0 UL 0 015 WO5-04 All values shown ora Design PSF(Pounds Per Square Foot) Unequal Lite WindOWl sheeta-(1O) .090'Inhdayer -090�1edayer r���l» K Gl -, 1 ba Ry' III\ JI Kamray Amoco.me.' ny Kararar Amer;<a, n. .075'Intenoyer Safi Inl<rby<r 3/16" HS -sen«CP wan PEI eo,e 3/16" AN Sanea eP vmn PEI core 0 S By'Eoalman LA<mi[W Lo.' [A''F.aalman CNcmicat Co.' p 3 .100'Inla,ioyer .100'1,lea1ayer t N �-Sallee IN Clear ar Color Glaaa Sallee HP Clear or Cobr Gbaa Q �r oa. Uy'Lastal Cnemeol Co.' By'Emlman Chemical 1 r•'va 3/16" HS - 3/16' ANN Cu c y Silicone M Silica -GE-1200 GE-1200 0 N GE-7000 GE-2COD e� MOTE: OW-995 U0 4i.95 (7 CLASS CAPACITIES ON TMS SHEET ARE AlN 1/4 Pointe On plea At 1/A Points On uea O 0.<p 2�YAde,Than 38' B45E0 ON ASTM E1300-09(3 SEC.GUSTS) GIOSS type "3" GIodS_jype "3A" ]weer man]6' Ia9 AND F.ORIDA BUILDING COMMISSION a^. OECLARATORY STATEMENT DCA05-DEC-219 .090'Interlayer .090'kterinYer Q N:4 I/6" HS Sest'YGlaa 1/8"ANN -semyGba (!•i m C r OY'Kararry America,ba: 0y'K.-Y Amer',ca. i]m 2 t QUAL LI'PES TTINDOl9S ORIEL 3/8' Air Space 075-Interlayer .075.Inlenayer Q H F L (ORIEL) 3/6' Air Space Sa/ke CP W�lh PET Core - Sallee CP With PCT Care DESIGN[DAD CAPACLTY-PSP Ry'Coalman Chemic l Co.' By Eoalman Chemical Co.' 1 1/8" HS 1 1/8"ANN _ PI WINDCUSS TYPE'3' AS4 TYPE'OA'Gum TYPE'{' I.LSS TYPE'4A' 100-INMayer 100•Interlayer .amat.(+)1NT.(-)El(i.(+)INT.(-)EYT.(4)IRI.(-)ExL(+)11.(-) `Salka-W-Ca=or Color Glaaa SaOva XP Clear w Calor Glass 24' NO 210.0 100.0 210.0 100.0 21.0 Ioa.D 172.0 � Br'Eoalman ch<mi<91 co.' / oy 2oslmon a<meal ca.' xl EDGE SPACER XL EDGE SPACER 30• 100.0 120A 1000 120.0 100.0 120.0 INA 120.0 ST.STEEL BY'CARDINAL' .M_-1/8" IIS ST.sTEEL BY'GROIHAL' � �-1/8"ANN m � ]3' ICO.a 120.0 100.0 120.0 100.0 110.0 100.0 110.9 OR Silicon. OR Silicone 01.1 _ __.- _- --- DURASEAL Or ALONE GE-1200 DURYSEAL BY'OWNEX' - GF-17.00 T O W 36' 100.0 110.0 INA 120.0 100.0 1700 100.0F'7 0R OR --l(1)- -GF.-7000 � 0 rr - - - ----.- GE-2000 42• 100.0 170.0 100.0 110.0 100.0 110.0 90.8 SUPER SPACER By'DIJANEX' UOW-99S SUPER SPACER dY'OIIANEYDOW-99S 10A 120.0 100.0 170.0 100.0 120.0 B0.9 2J Al 1/4 Panla NI Sizes 2J Al 1/4 Prrvnts AO Cea N =NINO 120.0 INA 112.6 100.0 120.0 73.2 GIOSe Type "4" Glass Type "4A" $ 3un p 24" Isom 210.0 100.0 2100 GOA 210.0 1010 ��0 n:, ya• loa.o 17o.a 100.0 12ao _100.0 tia._0 100.0_ UNEQUAL LITES TYINDOTYS (ORIEL) PRODUCT ROYLSP3) - 103 .„ emdyi 1dm 6A FTaide e'ZZLL N 32• 100.0 120.0 100.0 120.0 100.0 120.0 100A DESIGN LOAD CAPACITY-PSP IfuitivB 108' 51' 100.0 1211 100.0 120.0 .am 120.0 91.2 MINOON OIN9. f.1A59 TYPY.'3' LASS TYPE'0A'Cu59 TYPE'4'.USS TYPE'IA' Acrcplance No) -0514.0 w _o •- 36' -__--- _-_ TOP YEN D100.0120.0100.0 120.0_ 100.0 120.0 BOM WIDTH HEIGMi HEIGHT EKT.(+)INT.(-)E)n.(+)INT.(-)E%T.(+)INT.(-)E3T.(a)INT.(-) ;w U 46' 100.0 120.0 INA 112.2 100.0 lista 72.9 72.9 19-I/B' 100.0 _210.0 1000 219 100.0 210.0 100.0 210.0 Ity � 21" 10.0 120.0 100.0 120.0 100.0 1200. 100.0 120.0 26-I/2' 98' 48• 100.0 210.0 100.0 210.0 100.0 710.0 100.0_ 147.1 Mwli P 1Cua width l Jp. 100.0 120.0 100.0 120.0 100.0 IND 96.4 98_.1_ ]]' (�.) 'NO 120.0 100.0 120.0 100.0 120.0 100.0 105.5 ]7" 120• 60' 100.0 1200. 100.0 '20.0 100.0 120.0 889 88.8 5]-1/B' 100.0 120.0 1C0.0 114.4 100.0 120.0 74.2 74.2 ]6' ( •) 100.0 120.0 100.0 12a0 100.0 120.0 80.6 10.6 19-1/8' 100.0 210.0 100.0 2100 100.0 110.0 IOOA 210.0 I2" loam 120.0 100.0 114.1 100.0 120.0 70.6 70.6 26-1/2' 109' 54' 100.0 120.0 10.0 _120.0 IOOA 120.0 100.0 120.0 O' Top Vent 24' 10.0 120.0 loo. 120.0 100.0 120.0 loom 120.0 37" ( ') 100.0 120.0 100.0 IIO.o 100.0 120.0 BBA BB.8 .G -_ R e 6 JO' 120' 66' 100.0 II0.0 100.0 120.0 _100.0 120.0 86.8 86.8 19-1/8' 100.0 210.0 100.0 204.2 100.0 210.0 100.0 x10.0res a Y JT (t7AY) 100.0 170.0 100.0 1]0.0 i00.0 120.0 82.8 82.6 76-1/2' 120' 611" _100.0 120.0 100.0 120.0 100.0 120.0 100.0 115.4 36" 110.0 120.0 INA 120.0 100.0 120.0 71.8 71.6 3T (MAIC) IOO.o 120.0 100.1 120.0 100.0 110.0 7B.] 78.] 24' 100.0 120_0 100.0 120.0 100.0 120.0 team 120.0 19-1/8'1120' 1M.0 IOOA 210.0 100.0 110.0 100.0_ 210.0 100.0 _210.0 This lite must he Equal 10 0,smaller 30" 120• 71' 100.0 120.0 100.0 120.0 _100.0 120.0 81.9 BI.9 26-1/2' 100.0 110.0 100.0 130.0 100.0 120.0 100.0 105.7 than the Tap Lite 32' (MA%) 100.0 120.0 10.0 120.0 two 120.0 745 74.5 J7" 100.0 120.0 100.0 120.0 100.0 170.0 69.6 69.8 - 'o n 36' IOOA 1200. INA 120.0 100.0 115.2 64.0 64.0 I9-1/B' 100.0 210.0 10DA 210.0 loom 210.0 Isom 210.0 - 2. 100.0 120.0 Icao 120.0 INA 120.0 100.0 130.0 26-1/2' 100.0 1x0.0 100.0 @0.0 100.0 120.0 99.8 999 Unequal Lite Window 30" 120- 78' 100.0 120.0 100.0 110.0 1000 12D.0 75.5 75.6 19-1/8' 100.0 110.0 100.0 210.0 INA 2100 1000 20].3 �nq:32' (MAx) 100.0 120.0 100.0 120.0 t00A 120.0 67.9 67.8 26-I/2' 100.0 120.0 INA 120.0 100.0 120.0 93.5 91.5 (h1 824' 120" . 100.0 130.0 100.0 120.0 100.0 120.0 100.0 120.0 19-178' 100.0 310.0 100.0 210.0 100.0 210.0 100.0 163.5 Al"I ! 2JO" (MA%) 100.0 120.0 100.0 120.0 100.0 120.0 70.7 70.7 26-1/3' 100.0 120.0 100.0 110.0 1CO.0 120.0 84.9 94.8 All values shown are Design PSF(Pounds per Square Fool) �2 J VALUES FOR EXTERIOR LOADS(+)SHOWN ARE rdrowing o FOR SILL WITH WAIERSAR ADAPTER 1015 W05-04 FOR WINDOWS WITHOUT WAIERBAR ADAPTER LIMIT EXTERIOR(+)LOADS TO 80.0 PSF sheet 4A of 10 I IMPONIANT NOTE: Q k v Installation Type "A'� - Wood Bucks must sustain w/ 1 :4 Beveled P.1.wood Puck foods imposed by glazing system and transfer Q�ssuu Cl them to the building 0.6 Buck bed in v� structure. TYPICAL ANCHORS: SEE EV.Eoa svAnNc y a sealant (tyP) ,.- 1/4•D0. ULTRACON BY'ELCO'(Fu-177 KSI,Fy-155 taq V t 1%4'DIA MLTI KWIK-CON II(N-ttiT KSI,ry-IST K9) C' ,� ! /4' -i INTO 213Y WOOD BUCKS OR WOOD STRUCTURES Flat Head Q 1 d r 4 Dia. 1-1/2•MIN.PENETRATION INTO WOOD m J a _ � - - - tillracon Or S(typ)1 E THRU 1DY BUCKS INTO CONC.OR MASONRY Kwikecon r DIRECTLY MIN.EMBED INTO R C.FII OR MASONRBLOCKS j ,I (or equal � x DIRECTLY INTO CONCRETE OR FILLED BLOCNS (H� E 1-3/4'LAIN.EMBED INTO CONCRETE OR FILLED BLOCK 1/4n D!A.TEKS_OR SELF DRILLING SCREWS(GRADE 5 CRS) j INTO MIAMI-OAOE COUNTY APPROVED MULLIONS(LAIN.THK.= 1/81 INTO METAL STRUCTURES s N • STEEL: 12 CA MIN, (Fy a 36 KSI MIN.) z • ALUMINUM : 1/8•THK.MIN.(6063-T5 MIN.) i O w 3 1/2- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) In y • !-� in. 1 TYPICAL EDGE DISTANCE ✓��r �xN o _ S Vl nh o !NTD CONCRETE AND MASONRY=2-1/2-MIN. nI ! INTO WOOD STRUCTURE- I"MIN. O %+ •o - 1 INTO METAL STRUCTURE=3/4-MIN. a Z_Z 2 3/4• WOOD AT HEAD,SALL OR JAMBS SG-0.55 WN. CONCRETE AT HEAD,SILL OR JAMBS Ye-3000 PSI MIN. T� R C-90 FILLED BLOCK AT JAMBS I'm-2000 PSI MIN. ! U.22 •S 1 x 4 Reveled P.T. r--_—_ Wood Huck (typ.) rem. Values for Installation Type "A- apply to the following installation types, with =^f rnoximum shim space 1/4": C 1- Using lby P.T. wood bucks, min. 3/4' thick, 9 a d vyo _ Optional 2-- Directly into masonry, without the use of wood bucks. Sealant Nan-bevelad (� O U (dotted)od 3-3- Directly into c Steel or aluminum structure _ 5+_-�; gMin. 1/8" (hick and using ✓J14 Teks or Self drilling Screws. Im Structure must be designed by others to sustain 111e foods imposed ` by the .v'ndow y.��1 l PII I(al)UCT RHVISBD i ""Z rerori,g no.1 MC,n D.ar vrw4l E'an0a1 Optional Pre-Cast sill 1W05-04j (sheaf 5 of 107 4 _ z Installation Type B" Installotion Type "C" �! /2 4 Reveled p.T.tYood Auck bo^.ed o pene wood lrotion only using I v o of 7 x 4 Wood Ducks Q £u Duck bed in M' > Buck bed in Cr O —blot (typ) - k —1-1. (IYp) a •r•°°t°,• C oma 1/4" Dia. Flat Head i Sealant - a�h� j Ultracon/Kwik-Cort ; 1/4" Dia. Flat Head (typ) F t}z (ar Equul) Se trial— - - Teks Or .I 1-1/2" Min. Wood Embed (lyp) E 1/4- Dia. Ultracon/Kwik-Con Fasteners O ccc���JJJ �� -1 x 4 & 2 x 4 P.T. Wood Buck(typ) o 3 /I -1 __ Sac Inslollotion o Min. 1 i Types .A" k "B" e .'. for I x 4 & 2 x 4 N P.T. Wood Buck Styles 3 H� 11 I IMPORTANT NOTE: z z Wood Bucks must sustain �+o loods imposed by glazing IH C7ogv 2 3/4- . system and transfer l U21 0 •S _ them to the building c=----, 2 x 4 Beveled P.T. slrucl IM I Wood Buck (lyp.) JL3 & JT JB do JT yn c7nbvlste N y Nana wlm the Flatd. ,","1 lbJe .l (` cmr,x°No 15-05120 cp i;a F (� 1 1/2'Min. rc.irnim Ueee _ n 5 Optional Total Wood M �r u 3 a Sealant Non-beveled f'enelralion Wood Buck IIS O (dotted) J Opti not ^ -- / Sealant Non-heveletl J// O Wood Duck V a e g S (dotted) _ t �� Ergr..JY/D INYID �i� 1 x 1 zassx a :t. a Il fix, 5 JFF z ai.. '+ v • 015 j;�-_ Optional Pre-Cast Sill �� ( r is ANCIIORS ANCIIORS I li V1,is BttiICN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSF 1� DT0.BWE PATTERN 570.Hot%PATTERN M BOLE PATTERN SID.8013 PATRRN WINDOW M1JS, ANCHORS Y/0 AOOL Ah'g10R 11711 AODL ANOIOR WINDOW DIMS. ANOHONS W/D AODI AYCIIOR 1RII AOOL ANCHOR 0 F V r4S' HEIGHT AT 3 a IYT.(1•)At 1M.(-)M.(1)h INT.(-) WIDTH HEICNr AT J B Clff.(1)D IM.(-)E%T.(4)k INT4-) F W 3 _ 210.0 _ 210.0 I9-1/8• 210.0_ 210.0 Q 1 0.02101 26-1/2• 264210.(1 210.0O �210.0 210.0 37" 210.0 210.0 a� 4 210.0 210.0 53-1/6 x10.0 x10.0 X O 201.6 210.0 19-1/6" 210.0 210.0 0 175.7 210.0 26-1/Y J6-J/B• 12IOA 310.0 0 117.2 206.1--- 37" 210.0 210.0 2e 210.0 210.0 53-1/6I I 176.9 210.0 0 d 3a 30' 193.7_ 210.0 19-1/6• +0.o 210.0 32' less _ _ 210.0 _ 25-1/2' 5/8- a x10.0 210.0 36• GO' 4 170.9 210.0 _ 37' 208.1 210.0 42• 152._9_ 1911 53-1/8' 145.6 196.3 Q�j 48' _136.1 173.0 19-1/8• _210.0 210.0 _ C.- J !d' 128.3 157.9 26-1/2' 63• 4 198.4 _ ____210.0 �^ 24• 210.0 210.0 37, 157.4 196.7 30• 210.0 210.0 53-1/8' 120.5 150.7 V 32' 210.0 210.0 19-1/8" 210.0 210.0 0 36" 72' 6 201.6 210.0 26-1/2 21 ' 72• 5 ---210.0 21_0.0 ^ 42' 181.6 0.0 37' 198.1 - _---210.0 = no w IB" 145.3 1929 SS-1/6' 120.0 1 178.7 Q 1 54" 117.2 175.7 19-1/B' 210.0 210.0 L 24" 210.0 _210.0 26-1/2' 76' 6 210-0- 210.0 30• 159.5 no.o 37• 164.1 1 210.0 LOADS APPLY TO INSTALLATION TYPES 32' 960.3 210.0 53-1/6 1162 166.9 A. B & C AND INTO ALUMINUM BUCKS 36" Bes 6 116&1 19216 FOR ALUMINUM BUCK INSTALLATION SEE a z z 42' 148.2 1731 A6" 135.4 -157.9 SHEETS 9 AND 10. MI I o Be 111.2 145.3 Ig (8j��J 24• 194.6 210.0 widen X. 161.4 168.3 32• _153.2 1769 G.�2�6 1 36' 96' 8 139.7 IDJA Inslollation p. 1� 42" 136.5 145.3 AB' 113.5 132.4 54' +o..a 1222 AddT.Anchor 24' 3101 210.0 „�� ❑ Al Mtg.Stile Ends rVl 3�k3 30• 107.5 210.0 �Scc Chart For Copaoity 32• 106' 6 177.7 1991 ` S 36• _ 16f.4 181.5 _ •.a w $ 420 143.1 --- 161.0 ^'E ❑a�a 48' 129.7 115.9 21' 201.8 210.0 _'869_ 32' 120' 8 157.2 176.8 s 36" 142.4 1602 Dqr.,M91D-0 PRODUCTREVISm C01 Slandord Hole Pnitern -__1x5.6 141.5 °NL uwWa ll,l nOr Flora. 1 Ix' -_. niAri is'.Te 92 ncrrv�rm r+o lr7.0514.0� �'S k Y, iro an l)rh ZQ �� b 01n�5 urs Penn (drar15 I W05-04 Refer to sheets 5 k 6 01 10 for description of instollOtiOn types A- A - C -- isheat 7 of 1 O- Vertical Mullion Performance_ Horizontal Mullion_ Performonce W) + W2 For Window Performance• refer to sheets 3 or 4 Tributary Width For Window Performonce• refer to sheets:5 or 4 O Wt W2 W1 W2 G"max _ Immmuon Saes 3" -+ - S I t M14 x FH lYV_I (ISD) I'-�3" .en an leks Or Self Drilling Screws _ O 9 �-i ..-_--... I, r-- l: f• Ute. .it •I n�u II M t:•: MV i �- 1 ��' � 'd c N sc- ( L_ Multiple Opening Multiple Opening '" Ix 4 x l/8"lhk.Numinum „1 (z or mo9.in6os) (z or more wiaa°ws) o d w/ 1 screw on each side of mullion w/ 2 or J screws on each side of mullion lube Mulllan (unclipped of ends 1: v _Standard Installation Hinh Load Installation (:Ault length Wdw Width - 1" 1 (• - ndd�linnal holes to be drilled by installer) 3 In at: n W 3 1"x 4 x 1/8" lhk.Alumina... 1 CN CAPA'T - S 0 c •1 -PS9 1 • APAC -PS O I Tube Mullion (unclipped at ends) a E•� 0 Teo•NCHO TWEE ANCHORS ANCIION 09S T3171L' ORS V.Ye•A'CHOR 3110 WCIIOa9 THItEC A 0.- In (Mull lenglh - Wdw Haight - l') DINDOe D11t9. FAVI SIDE C•cH"or R•UI SIDE eIND09 DINS. lacH SID R FACR SIOe eAUI SIDE IILYDaII GINS. FACH SIOC FACN 510E R•nl EIDe N .y w4M ,vOR aa.(.)&00..(-)MI.)&90.(-)LM.(.)&-(-I - I He" 32f.(.)&IM.(-)W(+I&Sa.(-)I3a.(.)&NT.(-) 21' 150.0 2100 210.0 24' 643 12&6 _ 1<0_] W-r/a• TV 2104 2104 210.0 3Nhc #14 x 3/4"FH 30• 1]0.9 -_ - 1104 -_910.0 30' S}J 1Nv7 t4A 19-1/e' 2104 310.0 210.0 �'03mm ]r 1266_ 910.0- -- La.O 32' l0.6 +012 1W.8 20-1/r Ja-0/6' 194.6 210.0 m0.a feks Or Sell Drilling Screws - --- 3 ri 36' `r 120.0 210.. -a J6' 9E• 4&2 BL] 966 Jr 170.2 21oa 210.0 gl 12' 1146 210.0 210.D tl• 41.1 624 Eta 53-,/a' 1744 3104 210.0 (3 - ------- --- 1e• nxs 3tao zlo.o .e• ns >s.a >s.t to-1/6• las.D lino :10o r I . W 1125 - --210.0 x+0.0 51• -313- -694 --49.0 2637' -100.9 2+170 310.0 W 112.5 tlnv_ zt0.o xt' 503 9e.] 9aJ J>• � 1094 2+ao 210.0. 30' 90.0 1980 310.0 30• 163 793 MS 53-1/6• 101.1 2024 210.0 33' 92.0 1641 2104 32' Imo. 4..0 74.9 -9 19-I/e' 1266 21..0 210.0 n n- 34' 6S] 171.4 21.4 38• 104 61.2 6)2 26-1/3' 963 1966 21.0 �+ i� 12' Is.1 1662--- -- 210D 13' ]JS :AS b3 _ Jr �• 16.1_ IS]A 210.0 c R w 43- 75.0 150.0 2104 16' ]21 32.2 52.2 3.1-1/a' 674 IJJ.B 2002 U. 12.] 145.5 210.0 11' •A.0 >I.t ]IA 19-1/0' 106! 210-0 2tOD NVQ 13 2t' 90.0 IPAA _ 210.0 _ 30' tl.l ll.a -_- 57A 26-1/2• i2• 612 164.5 310.0 N a 10' _ ]6.9 111.6 210.0 32' li0' 36.9 !42 542 31 6!3-- -_-140.9 19ew r--- JY 72J __ _ 144.6 210.0 36' ]5.3 _ 465 t6-0 53-1/e' S3.] 10.4 161.1 - Sealanf 64.1 IJ1J_ 2-0 42' ]I.2 42.2-- ---122 19-I/e' IOZD _101.0 210A MV 4r 60.6 1214 161.! 20-I/1• )6• ]1.0 15x9 _ 2104 a R= ((YP) 16' 1723 1666 31• WA 121.3 1621 - sr 534 106] - 2.' 16.0_ m. 210.0. _ l0• 616 130.2 _ 17u 3r 59.6 119.1 163.8 '¢ II �. 44' 543 109.1 It].I- - G]°G�vl•Wln[1 ItaaUC RFMSPL t2' 19.0 _96.0 1M.1 N. 110592 xl t.nlNnng wilham Flwidx n 1 I 1a• .s.o 90.0-- - 1].t� c ss3e �«I�B�1°�OaOIS-OS12D7 �, k 4x1 042 -loe.i e3pirell6n lrA< tl20 I � I, lGi l��J 2 611.&.. &b 9roM41 ton .drawing l u . n m5 �W05-o4 f (sheet_8 or 10; 4 �e -�. i v B uJ b b o o o b P u.•u miu ♦ia!-y O b a _ m L b i 1. m m b m ol'.�i e`8ely 1p O V '•mj �= y�A o c u --ol. Io iD c ci'oo m _0 0 0 o b olb blolb o P o b.b- --o ec?- g> b b b m v b b b b o 0 - R inn oP m w e mu m�ti ww,timTb�jm�I�'�Im ao•i N S $r;o N i.�w�ml�m = �^c= b L o w p'o o.N^oiY 'IJ iib n bli+l�� b 'I°0 0 0 .mmj�4: - ^sz of - oI_Ib u gP P P•o P N •. b b o b b b o t�b oib a�u b o 0 N o1u b b b o u b b,b b'm olb•b _ w w wl„ __ w www.• wl,�wlw Iw w w P b b O o P o o b P P b blb b b•b o,b b�ao 0 0 o b o 0 0 o P ba lb o olo o po p,o L�•ib lrl�bio b L b o w w��,w�w m a� — / Z I yl I L o 0 o bIo IP IP orb 010 o a o P P o b o o'a lbjb o ni •SEC —I m I ~L P o n in'oo o to in o b J b b i�b lb ib b o b n �� L _� p'-Ilo les ro ww w uw m 'z NJ � m btb�b a b m b b -- wb b to-b olo •3i ' 1 b e.b b b b b b b b b b bb0 o m� I .• h1 N e I I/4'UAX.s • w r 5H1u5 •-j _ r IN oma=•sg � Ile c $ SHINS "a � 9HW5 V � a3 .�c cr� �a�5-i -"•I rr � �ii I 5< r 3 m sHNs • (..• �-6z / revrsians: ___ ISERIES•360 ALUM_SINGLE HUNG WOW.(LM.J� AL-FAROOQ CORPORATION a CGI WINDOWS & DOORS - it 3235�F>ses W.87 AVE DEv6tnPmFt,lr r I.: Il.lz.oa w�ouscz nus sw<e ]_ •a - ..-_1� o m.W.l7 a r xzv, 10100 N.W. 25TH STREET 'MIAMI•FLORID^MI74 s.er. - z ce.oLw •awm tt zol. O o' f4C MIAMI, FL.33172 Ta_lsn,l2w nzoo FARj—)24 7D C F m.os.lz w cw..:c nas z+D7 _ l0) � '^t 4'/'• )� TEL(303)593-6590 fNf.(305)593-6592 ,J�-. LO:nP-ANL W005-04x1 PERFORMANCE VALUES _- 1- PERFORMANCE � I V S ALUMINUM BUCK OF ALUMINUM BUCK � M INSTALLATION ANCHORS INSTAIIAiION ANCHOCIIOR9 H.M.OM& "mom Ono Rows BI" ANCKOB9 MIO conC MCHOM IMO 3060 e1N90R 61N& AH HS RNID IIOMAR w" AKCHOM INTO CONC. 4YCN6R9 INTO 60OD Z r 3 CLUSTER m-CLUSTEflL21O.0 LTDSTin CLAW CIARICR CLUSTER ttUNRN CLUSTER CWSCCR CLUSTER CLUn.CLUSTER CLUBTT USIER CLUSTER C1.USI01 IIIX."R COOSTI.P.QU9TIS21CLUStUR CLtISTIn CLUSTER O V YY 100M ,,mm, OI 2 OF 1 OY 6 OI 2 OF 1 OF 0 OF 6 OI 2 OF 1 OF 5 O9 B WOM EIGHT. OP 2 I OF f OF 6 OF B OF 2 or I or B OF B OF 2 I OP 4 OI 6 01 R Q 24' B9a I)&] 210.0 140.0 210.0 210.0 210.0 Ii0.0 _210.0 _210.0_ 210.0 19-1/0' _710-0 210.0 210.0 210-0 210.0_ 210.0 210.0__210-0 110.0 210.0 I1Q0 210. 21-- z 3o' 78.0 155.9 zla0 I2L: x100 7+oA x10.0 wl] x09! 210.0 x1.30 ze-1/z' t8, 7100 x10.0 210.0 x10.0 110.0 210.0 210.0 x1.30 x10-0 x10.0 21.30 21.30 Q ]Y 75.4 150.8 21.30 116.1 210.0 210.0 21ao 101.3 W" 21xO 210.0 37' x10-0 310.0 210.0 210.0 210.0 210.0 21MO 210.0 11x0 210.0 11MO 210.0 ItJS' 4e 71.5 1 1429 21MO11x0 x10.0 210.0 _210_0 96.0 19x.0 x10.0 x10.0 W-1/e' 310.0 IID.O 210.0 21x0 x10.00 210.0 210.0 2+0.0 210.o 210.0 210.0 21MG F 42' 061 1]al IDLz105.1 210.0 210-01 210.0 91.1 181.9 :210.0 210.0 19-I/6' 140.1 210D i 210.0 21x0 2100 210.0 210.0 21m Iee2 210A IIU4 21Md48" 6).0 IN.O 201.0 1WD 210.0 ZtO.o VOID WA 180.0 210.0 210.0 20-1/2' lts.9_ 210.0�2100 2104 181.]__ 210.0 110.0 31.30 IJaT 310-0 210.0 3100a/e54' 8].0 1]4.0 201.0 10].0 2100 210.0 210.0 900 180.0 210.0 210.0 J7' ICl.0 709.9•210.0 210A le 210.0 210.0 210.0 t41A 210.0 210.0 210.0 Q ____-_.___ -_ G 24' 67.0 IJ4.0 201.0 210.0 105.0 210A 2104 210.0 90.0 IE0.0 21" 210.0 53-1/5' 1C45 1 20.5 210.0 210-0 161.7 210.0 210.0 21MO 'Ia6 210D 210.0 210-0 30' X7.2 114.3 171.5 21MO BAB 1]9.7 210.0 210.0 76.8 1516 _210.0 210.0 t9-1/B' 9&J 19&6 210_0 210.0 _151.0 _210.0 210.0 210.0 IJ2A _110.0 110.0 2100 z a a� 54A 109.8 164.5 2100 65.9 171.5 1 210.0 210.0 716 14]3 21MO 210.0 M-1/2' -5/B• 7].9- -1559 210.0 100 INA 210.0 210.0 210.0 101.7 209.4 2160 210.0 Q��W�q�QOO JC 60' 51.0 107.1 15-0.1 201.2 00.0 1600 210.0 2100 6&6 _137.1_2017 _210.0 3Y 64.9 129.8_ 1913. 2100 101_8 20.75 210.0 210.0 873 1]4.5 710.0 21aO IY 47.1 94.2 1 1_41.4 11085 _733 _1/7.]_ 21_0.0 2100 UA 12&B _189.9 210.0 53-1/e' 60.2 1203 180.7 2100 91.4 10&8 710.0 210.0 00.9 HHA 210.0 2104 48• 1 7696 1]44' f]8.] TOD 1+0.0 2100 210.0 WA I 120.0 Ipso 21n0 01-1/8' _15.5 151.0 210,0 210.0 11&4 210D 210.0 210.0 101.4 20L9 21MO 210D W w 'e433 68.6 129.9 171] 673 133-0 1 3015 1210.0 56.2 11&1 17a.S 210.0 28-1/2' �• 555 117.1 119.6 210.0 91.7 1039 110.0 210.(1 78.8 157,] 210._0 210.0 --i 21' SJ.6 107.2 160.8 210.0 64.0 188.0 210.0 St0.0 TLO 141.0 210.0 210.0 37' a&9 916 140.6 IB73 734 14a9 210.0 210.0 &1A 125.9 188.9 210-0 c JO' 4&1 902 IJl.1 1603 J0.] 141-0 210. 210.0 WA 121.3 _1519 210D 53-I/6• JRA 19.7 119.6 1593 825 12x0 16]9 210.0 !].5 107.1 160.7 210.0 JY 4].1 60.1 129.3_ 112-0 6].5 135. 2023 210.0 51.9 1t5.7»1]15-310.0 19-1/6' 04.1 1NJ 193.9 210.0 101.3 202.6 1 210. 210.0 E" 17-0.7 2100_ 210.0 J6' 7Y J9.) ]9.4 119.1 1583 612 124-0 I6&]i 110.0 SJ.] 108.] 160.0 210.0 SB-+/Y 7Z, 49-0 99.2 118.7 19&7 ]7.7 159.4 1 210.D 121MO 66.6 1]].2 1983 710.0 S 12' ]B.0 ]7.1 1011 IN.1 585 112.9 169.1 _210.0 48.4 _983 145.2 19].8 J)' 39_0 7&0__117.0_ _156.0 _6_1.1 121.2 183.3 110.0 _!LI 104.8 157.1 2033 EE-- 4e' ]3.5 81.0 LOOS IJI.O 525 105-0 157.5 210.0 15.0 90.0 IJSO 1e0.0 53-1/8' 12.0 613 95.9 12].9 50.1 1 100.2 +50.3 200.1 I]A 85.9 12&9 1711 O W 51' Jtl 815 95.3 127.1 193 99.6 149.3 199.1 12.7 BaJ 1280 1 1]0.] 19-I/0' 80.1 171.9 1812 110.0 9&2 190_1 _210_0 2104 _813_ _163.2_ _210.0 2160 s 1 24' 41.7 596 1-04.0_ 1717 703 1.36,0 310-0 210.0 660 120.0 1BOL 1 210.0 IB-I/2' 464 92.6 139.1 I&9.) 71.7 1115 110.0 210.0 026 121.7 18).0 110.0 373--_7&6 111.9 149.1 S&f 110.9 17&] 210.0 50.1 +00.2 150-0 200.] J)' 78• SpJ 1x6_ 100&B 1411 36.8 II].1 IT0.e 210.0 10.7 97.3 14&2 1943 NI� ]3' 70.9 IOBA _141.6 SSS 111.2_ 16&B _210.0 47.6_ 91..3 1129 190.6 SJ-1/B' 29.6 S&B ee.1 I I].e 48.1 92.1 1-062 IU-2 394 No 11&4 157. Z V)jr- 3" ]0' 61' 321 663 97'.5 119.6 �-50.9 ! 101-0 192.7 mo 110 07J 130.9 174.3 � O 42' 202 Spa 67.5 11&1 467 91.4 IJ7.1 1629 392 TSA - 117.6 __1567 0 3 m _ _..__ _. _ .n +e' 2"_ SJ.B_'_60.1_I 1072__ILO_ _61.0_ 20.0 OMO Je.o ]z0 10.30 144.0 64' 2l.I 502 712 160.-0 393 7&6 117.9 1573 ]17 01.4 101.1 IJ4.7 12'-y PRE PUNCHED ANCHOR HOLES ALL OMER HOLES LAi O N' 383_ 7&6 114.9 153.1 800.0 1208 1804 210.0 11.1 102.9 15/3 105.7 3•iTP. _ I g I SPACWG I- /DRILLED IN FIERI p 3 30' 311 B]5 1 9&3 127.1 49.8 99.6 1 1493 1 1981 42.7 BU IVLD 170.7 L----{-_/ l� u 2 i ]3' _30.1 60.]_ _90.1 1_20.6 41.2 91.5 _1.3_1.7 _169.0 10.5 BI.O 121.3 182.0 J6' IHF 27.5- -15.0 825 109.9 411 eB2 1291 1723 J&9L,-- j4 .5 110.6 147,7 12' 24.5 180 715 96_0_ M1 761 +153 1516__32.9_ 16 _9&7_ 1_]l.] _---4- --_ 46' 23.3 11.7 87.0 89.3 33.0 )0.0 105.0 140.0 30.060 90.0 I 120.0 !1' 10.1 11.4 62.1 62.6 37 64.9 97.4 IN I i].81) 533 11121 SCREWS.N CLUSTER N r 2{' ]15 57.0 100.5 _174.0 A 1W.0 151.5 _210-0 _45.0 900_ 1-03.0 16.30_ 1%4 YULLN)N n� ,^•g ]0' 17.7 SSJ 67.0 110.] A 88.7 1-00.1 1]]A ]]2 71.3 111-03 1.38.6 1 Ei3i 1oB' _?6.2 __526 ]&]__104-0 I _622 1217 164]36' 216 1 47.9- -11.5 913 a 7 4.7 112. 149-0 ]20 64.0 16. 1 12a0 N ---- '2 11.1 113 6JA 66.5 33.1 6&2 99.3 132.4 28.4 5&7 861 tt]5 10' 19.1 38.3 57.1 76.8 30.0 I 60.0 90.0 120.0 2&] 91.4 �77.1 101.9 2 293 39.6 69.3 119.1 4&] 913 110.0r111760-0 �9]O' as 19.0 ]215 9e.o 3&4 T&e nai 32.9 &5A 98_1 _uu7 ` r 5 f 3° 8$SJY 110' 712 _16-1 69.6 91.6 ]&J I ]3.] 109.0 ]1.2 636Ila.p 36' 11.0 12.0 6J.1B1.1 32.9 W.9 9&B 7&3 S6S p4.] 112.9 - - _ --- 12' IBb 37.1 55.7 Toa x9.1 5&2 B]3 NQ1 x43 49.9 713 99.7L ANCHORS MIN. EDGE DIST. = 2-1/2 IN. ANCI10I2S AT J) � I Eny,JI,vAO ANWO PNODISE ILCFKRVO �l A1,UMINUM_FdUCUK FRAMING W / W Tu PµTvs9z PIyftwIAa^PIOd" 1. CAN IhnWinp Code I X (AT MULLIONN:NDS) CLUSTER OF 2,1, 009 B ANCHORSpcceplmee;DVE 51:gD I k' l(SEE CHARTS AS ER.ALL OTHER BUCK 1! ion Dae ANCHON5 AS PER SHEET 9. / FOR WINDOW ANCHORING TO (CLUSTER OF B BEING SHOWN) Mia° ProaRt (�drawing no. ALUMINUM BUCKS USE #14 SCREWS NOTE:ALUMINUM BUCKS ARE SUPPLIED WITH L '1015 ID I,W05-041 SPACED AS PER SHEETS 7 & 8. CLUSTER OF 2(1 SCREW HALE PER ROE)STANDARD. EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. shoal l0 N 1 O�