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HomeMy WebLinkAboutProduct Approval (2) n(0 - 0Ss JLUC ST. iE COn'TY BUIL G DIVISION REVIEWED FOR CO; LIANCE REVIEIh/)�rD JV.Y DATE_ .. ._ PLANS Ai' ' ERMIT MliST BE IaPY ONJ_0B MI®QlADE OR NO INSPECTION WILL BE MADE. MIAMI-DADE COUNTY W 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.soy/economy CGI Windows and Doors,Inc. 10100 NW 251h 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: Series360F' Aluanrnumi�Sie�le,Hung�Winslow�"aL�M*I9- 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 CMIAMI•DADE COUNTY /n�/� f� 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, 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. B. TESTS 1. Test reports on: l)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test-per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer©insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super SpaceiV 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 nuLoIlExjimlner,P.E. Product Cont NOA N -0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 );-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, AAMA O 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NDA No. 08-1208.06) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type"A-A" vertical sliding window, Grade 10, per FBC 24113.2.1,TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC,Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 05-0215.02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-0822.11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Pere / Product Control Ex NOA No. 15-0101.07 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, exp�ing on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014), and of no financial interest,dated July 16,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0822.11) 2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 05-0215.02) 4. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as DuraseatO 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 ,PA. Product Control Emi r NOA No.15-0512.07 Expiration Date: May 05,2020 Approval Date: September 03,2015 E-3 -- Generol Window Sections FRAME ANO VENT DETAILS FOR GLASS TYPES ) 2. V SEE SHEETS 3 k 4 FOR CAPACITIES. 1/2"(typ. Mange) 17 16 t 12 15 _� 0 $ Lltlt��T I r eq-t— ro.�o a S-h vel `a a a�1ol �t��,L.���-� 9 Installation Screws ° a `r 6p9 Re er t "hcet- IL -1 1 VB (ie _ - 5.(6 k 7 (or 09 n Ia sn pang iaf—a.Uon) 0 M O ��- 'N,ndoW W,dth O <Q 8 ALe gr,o DaYHht 30 Dl (ITP) Or.l` H ITO1 Q b J o, Oro) S 9/Iti"_..__ _.OP°9 Doylighl OPng. 3 9/T 6" I_ k s,nns A .rox awls onrons - Window Width -- VAnaow Width (u E - -- = - y a�oii (orpim�,nq r al / INSTRUCTIONS FOR USING CAPACITY .HART ' 11_- STEP I DETERMINE THE REQUIRED DE51CN PRESSURES FOR T 7 TH A GIVEN WINDOW OPENING Q- t STEP DETERMINE E CµACIIY OF THE WINDOW I w p IDF--: 1 SIZE/CONFIGURATION/GLASS TYPE FROM CHARTS ON UI Z SHEETS 3 AND♦. STEP 3 DETERMINE THE ANCHOR CAPACITY MOM SHEET T N % _ FOR SINGLE OPENINGS.APPLICABLE TO ANCHORS TYPE 'o u I W A.B OR C SHOWN ON SHEER 5 AND 6. I O M n v tl STEP 4 IF ALUMINUM BUCNS ARE USED.SHEET 9.THE BUCK __--) �'3 0 4J� IYSTALUTION CAPACITY FROM SHEET 9. L _ ...-..- ^ 9 STEP 5 FOR UNCLIPPED YULLEO NWDONS DETERMINE (Ii� �.• o s MULUON/MUWON ANCHORS CAPACITY FOR 11(4 TUBE �D NULUOM FROM CHAFES ON SHIFT,A. L IF ALUMINUM BUCKSµE USED DETERMINE BUCK U STEP 6 ANCHORING REQUREMENTS FROM CHARTS ON SHEET la. t TILE LOWEST UAL OR VALUE APPLY Q THE INSTALLATION N)N �n AND OUST EQUAL ED EXCEED THE REQUIRED DESIGN T 5 I OIM ' (aptwyl) lNewa ) PRESSURES OBPNED FROM STEP 1. (� 6 WQ Typcal Elevation I SERIES'960'ALUMINU)1 SINGLE ITING WINDOW r µPRWVAL AA9'LIES TO SINGLE UNRS OR S1DE BY SIDE COMBNATN)NS dl OF S.N./S.H.OR SINGLE HUNG YIRH OTHER MIAMI-DQE COUNTY la APPRWJED MN WS USING M'UWI-DARE COUNTY APPROVED MULLIONS IN 8EI1WEEN. JI. LOWER DESIGN PRESSURE MGM'MNDOWB OR MUWON APPROVAL N WILL APPLY TO ENTIRE SYSTEM. o a S S I� T 6 SHUTTERS MES NOTEREGUIRED.R TARGE MISSILE IMPACF. -_---_ ��� T2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH TME E 1 PEOUIREMENR OF THE FLORIDA BUILDING CODE INC11I HIGH VELOCRY ` (Oq.en0 HURRICANE ZONE(HAND). 6lI WODD BUCKS By OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER rRntwCT RBVRLD q I (ap4arol) LOADS TO THE STRUCTURE mun,pt»PB WiIN It.FIM6 D,y: ADµMAO fr 0. I NPaamR OPde cm I ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS T'TrP�«N01T0592 111 EMBEDMENT TO B.CSE MAIERW.SNALL BE BEYOND WALL DRESSING OR STtICCO)'-v-raliPn Dt DS36 I OTHPµT0OCRTH1WTTGAPPCONDITIONS NOT SHOWN IN THESE DETAILS ARE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY'IP,n IdelT,ugiL 5 I Standard 12 Psf Sill Optional 15 PSF Water Dar Adaptors .Il 3 drawing no. __.- MATCRUT INCLUDING BUT NOT R DIED 70 STEEL/METAL SCREWS,THAT WO CJ_04 Can nol 6e usM with Ipck type n COME INTO CS OF EWIMOTHER DG.CODE MATERIALS SHALL MEET THE �_ ) REOVIPEMENTS OF THE FLORIDAFLBLDG.CODE heel 1 O}1D� FRAME AND VENT DETAILS FOR GLASS TYPES 3.3A. 4 AND 4A. Ly y ;SEE SHEETS 3A&4A FOR CAPACITIES. ��f� OPTIONAL 70P RAIL SWEEP LOCK NOT AVAILABLE WITH THESE— O `✓ IGUSS TYPES. Z $ (� 10 rp\ C r�ii 1n i i2 is _.. rtr 0-..SDsh ndn� Inslollation Screws C 1 1� 51Q I (Rale] to sheets U�JL1LftnJl `I I a 9 I.? l 5. fi & for spacing;formation) V M LL �0. O 0— e L g2 WinJov Yldlh g Q o 8 I ',•"nil 1 �d m z r _ �� "F$ QWpd (rD) (w) 3�6' I _ OPen''n9 _ 3 ifi� =i E ass ss!.x.•rcw c,wss oD]Qks Window tYdlh �� Ince ins Applied J of M- (Oplro ol) JLn_JI--- In 81 U Ul ��na p. c IR II II � 03Mm � _ lq,- ._..— l—_ e, tL' Gla�inq at Insulated Lorninaled F. 1 Typical Clevotion o s�R O 0. 60 I 2 __JAI _� ll �cuoaa I $ (ODlieml) ' l Engr:.J/.W`.skWp REVISED REVIS[ I ' `� �r(1-f L. fU FE ]6592 asumPl uaC.&vi1h We Florida cwn.ls5e n� wen1§•0§t2.0 0 .: E _ r. n], -- , Standord 12 Psf Sill Optionul 15 PSF 'Nater Bar Adaptor p 2015 A4ai 'doE`°�"'�" dra g °. C-not he :ea.ah iock type © W05-04) sheet 1A of 10D 0 — ro ,r NJ z qui 0. It 0 . I vg a oaa�dm� Q h b 6 N Qz3�G LLzm=� j Bm� 46429 11-1 Bill of Materials S ITEM PART 8 QUAN'TIT'Y DESCRIPTION MATEIUAL MANF./SUPPLIER REMARKS a 1 W2320ING AS REOD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL vI�I� 2 CGI-812P AS REDD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK t 0,t3�e R I 3 #146-4 2 WEEP HOLE COVER NYLON GUILDERS PLASTIC COMPANY 4 N/A AS REDD. GLAZING GLASS VARIES 5 N/A 1 COMPLETE SCREEN ALUM/MESH 3 H n ffi CCI-615C COMBINATION EGRESS LOCK AND UFT/PULL 1 0 WOWS. 28'WIDE& SMALLER 0 3 n 6 & 616C 1 OR 2 ATTACHED W/(2) p8 K 5/8"FH SMS ZINC CUSTOM CASTING m Z Z G2^. _ 2 0 WOWS. OVER 28"MOE A30700& OPTIONAL SWEEP LOCK& KEEPER (replaces I 0 WOWS. 28'WIDE& SMALLER 12 7 C30705 1 OR 2 ;Lem 6)ATTACHED W/(4) #6 X 5/8'FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2 M WDWS. OVER 28"WIDE t 'U�. 8 19-tl-xx-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 0 WOWS. 28'WIDE& SMALLER _ _-_ ______ _ __ __ __-_.2 ®_WDWS. OVER 28'WIDE._-..__ _9 CGI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING.____ M c AIS 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 I IS, 12 CGI-618P 2VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS a r 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT1'RUM1l.TµEiVISEU 9 9 3 9 - ___ __ nmplYi°B,riN Yc FIaM4 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING 11'wM'°80a .0512.07_ - Ac�— W( OD 16 CGI-622N 2 BOTTOM GUIDE/CLIP AT OPERABLE VENT NYLON CUSTOM CASTING I:r 17 C2-62N 2 CARRIER SYSTEM _ FNC CUSTOM CASTING OPUONAL-BALANCE ATTACHES TO IT Ily Z 15 N/A 16 VENT ASSEMBLY SCREWS VARIES 010 X 1 1/4'PH SMS(2 PER CORNER)19 N/A 12 FRAME ASSEMBLY SCREWS VARIES 010 X 1 1/4"PHSMS(2 PER CORNER) w400 CGI382V AS REDD. VINYL BULB PROTOTYPE PLASTIC EXTRUSIONS Pc/Yessz.K555e VARIES AS REOD. STUCTURAL SILICONE E 3 SILICONES CE-1200,GE-2000,&DOw ss5 CCI-632 1 OR 2 COMBINATION EGRESS WB LOCK&LIFT/PULL CUSTOM CASTING 1 0 WOWS. 28"WIDE& SMALLER J ATTACHED W/(2)g8 X 5/8"FH SMS (FOR USE WITH WATERBAR) 219 WOWS. OVER 2.8"WIDE {, 0 21115 23 - 2/LITE SETTING BLOCKS EPOM - DUROMETER 8525 SHORE A (W05-041 heel 2 cff01 T _ 3.572 _ IULJLSI —1' z M1 -wr- f—= —l. CL o " LC G00-Frame IIcaJ d01-Frame Sill 602-Frame Jamb O g 6063-T6 6063-T6 __ 063-T6 VENT SHAPES FOR GLASS TYPES 1 dt 2 00 2 r I � Rl —1.520 Ik Z.05- 60d-Harix. Roil 605-Fired Inllck. 06-MOvin Inllck G07-Side (tail 609-Glzg. Dead � � o I GO6J-TO i6 `fig 6 6063-T6 (__— 6063- 6463_�5� w o VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A I�L' 2.507 � 2.507 2.OW IIr-1r1 -- F.256 1.6J2 080 3.134 I.JIB I J ,062 1I �I(Iry�'I IIIII��Iy O I �,� 1 .91° �I II II��960 LS IUI IIIIL` ( � ` 9BI .070 �.950� J -]4A __ _ 629-Clzg. Dcod 6704"ll. Dcud 675-H L. R°il G26-F'Xed Inllck. 627-M°vin Inllck 62tl-Side Roil 6067-T6 6063--T6 3 a 6063r-T6 I_ 5063-78 �� -fi06J-i6 For Glass Types 4 k AA Far Glass Types 3&SA o 4 ._ ... 135-I l IJ i 1.094 ° °� figs .015 En9r.J4vID.W W° PRODUCr REVISED M PE L]059Z '��nunplying witll ub Fladd4 H.0538 ItoiWwg Code _ neeep:ma f7�e15-0512.0 II II E�p1�l�l -Walerbar r l 0 2015 "1" piadi e1- `Ere ng 611 l ss,—w°lem°r— 1W05-04 6063-TS 1 fi06J-f5 (sheet 2A of 10 1/8'Ann Glass 1/8-HS Gloss Dgo,1.1aroover -Ow�t ar, -!'yGI.' ' 9 S.at,rc.7 By K-� By*K-lay Amelia.Inc: z 075'laf.fty., -011* Supplemental lest Results 'or: 0 Saflax CV V(Dh PET Call sollex CP Mth PET ewe Air Infiltration Woler Leakage Resistance Forced Entry X Say*C.'�.ca-io.,Co: SI,-E.It-Ch-k.1 C.- .100'Into 1,.1 SI '7111o"Pa-1 C. -iest Typ--;Td Ahod Results Sol?"HP 0%41 coal Ma" Or Co.--Chemical Co., Ely*E.troo. atnicat Co.* Ail Infiltration Test(ASTM-E2.83) in 1/8"Ann.Class iii 1/8'HS Gins. * 3.57 lost pressure lifferantiod PASSED .044 C.F.I Mi,f Sat I'll JJJ 0 6.24 PIT press-different;.[ PASSED D76 C.F./Mn Sq IT Silicone 't' - a Silicone i GE-1200 GE-1200 Water Leakage lest(ASTM-V33I) No Teckoge allowed I GE-2000 CE-2000 I if DOW-995 DOIV-995 ilhlod..I.rb.'adopt., PASSED- 0 12 PSF a PASSED a I ilh wateroI 10,PSF 23 At 1/4 Pliat,Do,I-Des 23 At I/A Points On Lne. I U;.�M� Wkie,Tbow 3v or,To..36' Forced D&I,JiLo,ill-.test PASSED a I I Glass Type "I" Class (ASTM FW Goals 10) 5/15"Nounirol Glass 5/16"N-i.ol Glass A.Dealed/An...red HS/HS EQUAL LIFFES ITINUOU'S EQUAL LITFS IfINDO11TRI EQUAL LITES WITINDOIVS I 'A DESIGN LOAD CAPACITY PSY DESIGN LOAD CAPACITY PSP DESIGN LOAD CAPACITY PSY MNDOW DIMS. CUM TYPE*I*;LASS TYPE V WINDOW DIMS. GLASS Type'I*CLASS Typs 4i WINDOW DIUS, russ Typa't*rUss TYPE'L, idth La CWT.(.) EXT.(+)jua.(-) �OTH H0041 EX1.(+)jlWt.(-)EXT.(+)INT.(-), MOTH ITE-1 0- WINDO I rMD IN I AS 00 �0 /ff* lOOM 2I40. IWO 2100 30' _100.0 210.0 SO- 710-0.0 118.6 -1 F)O-.-O--12-00 26-1/2' -wo-A Too 21 0.0 32' mma, 210.0 32'3v ioo�.w Ti'T9 '10�z IZDO' 37- 3,ID. -TOo­.O 'vao x 1. U300-0 210D 26' 100D 1015 0 1200 3-./8- -jT,.T 7oan- 210.0 _LM 210 TOO- 1000 '"o-O 2". 1 0 '61S IWO TWO "'o-O 48' 11-OW0+0 too :2 .0 IWO :2* ��4-O 00.0 210.0 42- 15.1 SA COO IMO HIMO 11. 1. 2-D es 1000 17 Z-� 0.0 1000 203+0 48' 70.2 U52 100.0 120.0 26-1/2" 00 00 Iwo N ME 100.0 '02S-]-,.0.;--1-7i-4 1 54' 6T 100,0 120.0-'imol 37' -1 0A 107.2 100.0 2100 24' 0 142.4 100.0 1-41 53-,/B- 1W.W"-12-41 100.0 206.9-20-6-9 u, GAS -Vwk.2oo 210.0 30' OOD 102.2 100+0 20.0 19-VIT, 1000 210.0 100.0_ Inuo 7 'a uiAo- 190.04000.-­Tmo -i-,o-o 32- to$ .9 two '20-0 26-1/2'`A-6/6' 1 NO 2710.0 1.0 210�. 1:' a. 60,3 '00.0 210+0 Uta WNTd. I 700x�- 210.0 36- 85.9 85.9 10.0 120.0 3Y 37' -1�0-0'-O: ------ I Kq�.:.�l 42 _F0010--12WO -2T6;- 42- 75.3 7�- MCI 1204 -,/W NXID 101.2 IDO.G 168.7 100.0 104.7 1-200 48- '-C&S LS IM-0 120.0 19-1/8- IWO 210.0 100.0 2100 54' 88,6 100.0'.�O 120.0 2r .0 -201,o HOOD toqO mv 12.0 26-11r 6r ICO.D jT-IL HaL 210.0 ]0'30' MI _29.7 -!C,2.0 2 20-0 37' -to- I.. IODD 15.9 so 210.0 'o' VTOO HIM HICIA 210.0 32- TIED- 815 834- 100.0 120.0 53-4/e' ft) -WT-�O-om -�2-0� '2- -Ieoo -Z-6-16 -Q---Po-O 36, Ito 9 - /a- 100.0 210.0 100.0 -210.0'. ,2. 1----100 -L- __15 M.-M 11-1 PRODUCTREiVISED ie _L000 l5n Coo. 104 1 4f 1 96.4 66.4 F1 0- 26 /2- 12 -L- -1-oply 42' _L__L_ 09YO-Let-Z- !aviaub*Fk" 140.0 120.0 100D 120D 000 16, Cu 01512 j2O.O 2�-L- 82+0 82.0 -0 960 96.0 imo 20.01 /2* I'a l!"-!,N." 71"a J 2'-', d2 37 "a /TC 1 2-- 1 1 20. 'a. 2 to. I/a_ PDO -fiO-0 W-0 5 5'. 00 0 CR'0-1 100.0 210.0 a NZ 2. 179.1 �MO 210.0 26f2"j 11, JPM !43.4 AN. Do b .0 2MO TOO 136 5 32, IOOD 1353 1 a I.. 164.0 _110.0 210.0 M. e4' W.0 (20.0 MIT -M�6 42. _L030 106.1 loso 120o M. 30' 85.5 S5.6 TWO 120.0 PE I I� A'y K CA;fjJ33W 5A-_ 71.8 ki M-00 All 01,jes shown are Design PSF(Pounds per Square Foot) - i a :Ore 'iALUES FOR EXTERIOR LOADS(+)SHOWN ARE .LASS CAPACITIES ON THIS SHEET ARE FOR SILL WITH)VATERRAR ADAPTER d-irg BASED ON ASTM C13CO-09(3 SEC.COSTS) FOR WINDOWS WITITIOUIT IYATEROAR ADAPTER Alto FLORIDA SUUM 02015 t0AIT EXTERIOR(+)LOADS TO 80.0 PSF L)lItO5-O4 DECLARATORY STATEMENT DCA05-DEC-219 .e^D'tnlcrbYer .v90'Inlalexvr 3 W6ma - lao Ea ��(V NbTE: (dYKwwaY Amcrca.(n0..' Py i3y'K'Kvrorvy Am<rico,ine.' CLASS ON ASIIES 4.2 THIS SHEETARE .075'Inlarinlar .075"Inlay `Y EASED ON AS1N EI_OO-C (3 SEC.GUSTS)tON 3/16" H5 Svllca CP With PET Core 3/16" ANN_ SW-CP WIh Mr Cwa Ga G FLAWCA SIAM'UILOV:T OCAS-D 0EZ(ANATORY SIAM' NT 9CA05-DECFY'Enatznan Chemicai Co.' Sy'Eaalmon Chamicot Co.' x ICO'Interlayer .11,10'Inkrloyar (-s rk.nP clew o'Coro'Cmaa ) son..tw Ckw w Comr Cmaa Q "2r BY Factman chamkm Co.' By'EaaOnnn Chamlca Co., 4(o EQUAL LITHO WINDOWS S nl� DESIGN WAD CAPACITY-PSP 1 3/76" its �[�-3jt6"ANN 0 g L 0.o s1N0oa muN. cuss TYPE'3' lAss TYPE'3A'ruas TYPE'4'Suss rrre'u - Silicone silicon. 0? a -1200 •Want HEIGHT FxL(+)InT!-Y EM.(E)INT.i-1 Exr.(y TNT,(-)EM.Uy U2T(-J n CE 2000 ._W. �"CE-7200 U a a GE-2000 2'- 100.0ROAD too.a n0.ox10. 1000 210.0 0OW-995 DOW-995 C-a30- 10°.0 210.010.° 10°.0 210.0Al t/4 Pait.On Liica7 At 1/4 P i,,k,on Lit-!.riOSS r C `l Wider ihnn 36' r�lvtler Ik36" 8Sz' lo..I 100.0 210.. 110.0 zlo.o l.o.0 216." YP ., „ Gloss Type "3A"' 0." itl e ,6' 0.8' -i-aa. 2N.4 _100.0 2100 IWO 210-0 100-0 203.2 A40'Int d-, i .1130"Inftr6ryer Q y�'�1 sz Don x10.0 1"0.0_ xTO loop x10.0 W..D nsb I/8" HS sml rn, /8" ANN SanlryGloa li z c 4B' 100_0 200.0 10..0 200.9 1_00µ0 200.0 100.0 TSE6 rDY'Kuraray America Inc.' DY'Kaeaeay Americo,Inc: .,1 W rt S 3/8" Air Space .015•InlydaYer 3 8"Air S 54" 100.0 171.4 100.0 171.4 IOO,a 171,{ Ip0.0 139.5 / PgGa A7'i Interlayer *= - CP lvilll PET C.I. -i Salk.CP 1NIh PET zi 100.0 210.0 _loo.. 210. 100.0 2t0.o 1oao x/04 )J8"itsatmvn Ceem:aro Co.' )/8'AN I ( by'F.m-cnamirot C.: ((( 30_ 100.0 210.0 WILD 210.a IGO.o _210.0 100.0 210.0 mwlayar I .100,I W"' it 3Y N00.0 2100 100.0 x10_-0_ x00.0 210.0 190.0 _2112.2 Im Ct- P Cda'W.. i Safks 100 Cl-w Cokr Otv,x 36' 60 100.0_ 210-0 N. 210.0 100.0 210.0 100.0 111.5 lm �� D'/-Eoalmen CTemicN Co:xL FOGE SPACERXL FOIE SPA[Efl zw.o ie0o x101 1000- zwT O I5I4 st.STEEL m'Cu+omAt1 j8" HS "'�-7;6`ANN ST.STEEt a 'ZARO9.D'0.0120.0 100.0 120.0 100. 120.0 100.0 120." Oit Silicon. CReY'oUANEXSilicone-0 120-0 100-0 120-0 100.0 120.0 100-0 106.3 0R „CC-170Q OUTNSFAL f/Y'OUANEX'~ _ ' -GE"120024' 100.0 2100 7"0.0210.0 100.0 2100 10o,0 210.0 SUM SPACER HY'OLANIXGE-2DIM CE-2000 SUPER SPACER BY'OUANEX'100.0 216.. 190.0 2M. M.0 210.0 100.0 1722 - - nnW-995100.0 214-0_ 100.. 591.2 100.0 210.6 100.0 118.0 Cia SS I C ¢ {P.W.Att Sizea 3 AS Ij{Pa:nta bi Sues _ _ type class rype 4A � 36' 12• 100.0 210.0 100.0 198.4 IOO.a -it 00 100.0 160.1 O 0.2' too.. 5206 ISO. 120.0 100,0 120.4 100.6 1200 EQUAL. LITES WINDOWS vidfh �0''+, ad' 100.0 110.E 10..0 120.0 100.0 120.0 won 109.5 DESIGN LOAD CAPACITY"PSP I ,CJI g I?Z J - 1 5;- too.0 129.0 100-0 Me 500.0 120b, 903 99.5 WINDOW 01115. CUSS TYPE'3'.LASS TYPE'0A'CUSS TYPE'{',LASS TYPE I6-OE 21' 1.0.0 216.. 000.0 210-0 100.6 210.0 100.0 190.2 ''LPH hEIGNI E%I.(+)INI.(-)EM,(+)INT.(-) CM.(+)INT.(-)Ear.(*)INT.(-) (7 r>s 1 'A' 100.0 210.0 iGa.tr 2x6-0 190-0 210-0 tgOA 4523 14-if8" 100-0 210-0 560.0 Si0.0 100.0 210-0 t00.tl 210.0 ' 32' as 100.0 210.0 100.0 210.0 100,E 210.° IOp.O 14J.7 26-I/2' 26' 100.0 210,0 100.° 210.0 100.0 210.0 IOOA _210.0 1..G IQ 36' 100.0 I a.9 100.0_ 120-0 100.0 120-0 160.0 120-0 17' 1.0.0 210.0 ip.0 110.0 700.0 210.0 10D.0 219.0 -pr 42' 100.0 120.0 1°0.0 120.0 100.0 120.0 100.0 112.7 53-1/B" IWO 210.0 100.0 21°.0 100.0 210.0 1°0.0 2100 48' 100.0 12x.0 100-0 1204 IDOA 120.0 90.9 90.9 14-1/8" IC0.0 219.0 IOOA Me 100.0_ 210.0 IaOA_ 210.0 100.0 120.0 100.0 120.0 100.0 120.0 80.a 80.6 26-I/2"36-3/6, 100.0 x10.0 100.0210.0 _100.0 210.0 I00.0 210.0 lJ C R A 24' 100.0 210.0 _100.0 210.0 100.0 2100 100.0 112.0 37' 100.. 210.0 1004 210.0 1MO 210.0 100.0 _210.0 ° Li 30' 100.° 12..0-_1.0.0 I20.0 100.0 120.0 IOpA -120-0 Sl-I/a' 190-0 206.4 11-04 206.9 I00A 206.9 1°0.0 208.0 >;n 32" 100.0 120.0 100.0 120.0 100.0 1200. 100.0 tIB-9 19-I/8" 100.0 2100 100:0 _270.0 100.0 210.0 100.0 2100 £T a x 3s- 9e' 'Co,_. 12x.0 'Gob 120.0 ra0.0 no.o 100.0 07.8 26-1/2' ica.0 v0.0 tDaa zt..o 2U.0 100.0 210.0 �Equoi lite WinT3ow� P s' 42" 100.0 120.0 100.0 120.0 ICOR 120.0 90.8 _904 37' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 1.3,1 46' 100.0 12_0.0 100.0 120.0 IOeO 120.0 80.9 MIT S3-t/8' 1000 163.7 200.0 168-7 100.0 168.7 IDD. 131.7 •SIL-1...shown the Design PSF(PA°nas Per Sq..,.FOOD 54' 140.0 120.0 10".0 112.6 100.0 120.0 712 1 73.2 1 19-t/9' 100.0 210A 100.0 210.0 100.0 210.0 100.0 210-0 VAI.UFS FOR EXTERIOR LOADS(.) SHOWN ARE - C o R% x- _009.0 TtoA 101.0 x10.0 iC0.0 n6A 110.0 -L1.2 26-tJ2' 63" s00.0 x10-0 100.0 21..0 100.0 216.6 160-0 216.0 FOR SIZE WITH WATERBAR ADAPTER v o 3., 100.0 120.0 I.O.o 120.0 100.0 +1�32-0-01 loe.fi 3T 1coo210.. 00.0191.9 100_1 210.0 IoOA 177.5 FOR YlINDOWS IYITH0U1 WnIENUAH ADAPTER3z" 100.0 1200 toxoTea° 100.0_ fooa 53-i!a_ 1.a0 1204 lo..o 120-0 WDA Ina 19EI 1.{,s LIMIT FXTERIOR(n) LOADS To 80.0 PSF36' 'Coo00120.0100.0 120.0 100.0 91.2 19-1/8' 100.0 210D 100.0 210.0 100.0 210.0 100.0 210.942' .000120.0Me 12x.0 PIED 800 M-1/2' 140.02190 190-0� 110.0 106.6 2100 Ia00 142.9_ _. _'B" 1000I20A1000 112.2 1000 72.9 17" 100.0 210.0 'cctu 19b.5 _100.0 210.0 1°0.0 156.0 0.P e«npyiee wmlSAFLIE1r C Wm, 6 III�.B 2i -Lee. 121_0 _100-0 1200 "Ob 120-0 10°.0 120a 50-1/8' IGI.O 120-p 19aA 120.0 10x.0 120.0 gab 94.8 ItuibwAElv3a �'�t_! nr<ytmac Not -O$)?.0 §I Y 8 J# 30" 109.0 1204 100.6 120.D 100.0 120.0 46.6 96.4 19-t/e" 100.0 2100 100.0 210.0 100.0 210.0 IOOA 210,9 _""� 32' 120' 100.0 123.0 100.6 120b 100.0 120.0 I8.8 a 26-r/2" I6' l9v.o n0_µ0 io..o _210.0 1004 220.0 IVI.o ta2.( au a 2a� '°row`^9 35" _100.0 tz0.0 1000 iz0.6 _106.0. 120.0 _60.6 00.6 Sr 100.0 210.6 -iO0A 194.8 100.0 2100 IDa.o us.l Baal„ rraaarlcn. (0005-041 42' scoa Izo4 roo.. n4e tcon 0012 X6.6 i0.a S]-1/8' 100.0 120A 100.0 120.0 140.0 1264 3e3aea iitieei 3A of TON , , ' o � ` r.090•Interlayer .ago'ktedorer r- -Semrywe U Ry Ku,w y America,Inc' tty K.-.,Amerie S-!w- 1 075•Inlerloyaf 075"Ink te'.r 3/16- HS sena CP Wlh PLI Care 3/16"W13/16 CP with PEI Core 2 �;3 ey'lvaenan Ch-ket Co.' lmon Chemical Cv., .loo'Imermyer lednye, n�� fP Clear or Color Glvse P Clea,or Coba GlossCo.' tmon Chemicoi Co' U / S/16" HS 33/16ANN.sa Silicone Silicnnn 0GE-1200GE-2000GE-2000DO'W-995DO009095 0°zNOTE: �--� Zl 14 1/4 Points On oleo 1/4 I'vmts On Liles 0 0.CLASS CAPACITIES ON TIPS SHEET ARE GI055 fype "3" H VA*,then!6 GIOSS T e 3Ar Tnon 76• eASED ON ASTM E1300-09(3 SEC.GUSTS) -_ -_- �_Y�- yNr AND FLORIDA BUILDING COMMISSION ¢3a a DECLARATORY ST0.TEYCNT LOADS .090-Interlayer 090'MteMyer Q 1/8'. HS SentryGlae 1/8"ANN -'snalyrwe U.F-N-,C rDr'Kamrry Amedea,ka: Dr'Kararar nmer;ee.ma: G-ago �. 3/A"Air Space 075-lnt.0', .075"Interlayer f f- 32 L LI'PF.S 5Y1ND01YS (ORIEL) 3/8" Air Space_ 9alles CP WU PET Care Sones CP Wlh PET Lore SIGN LOAD CAPACITY-PSP 1/8" HS Dy'Costman Cnamkal Co.' 1/A"AN ey'Eashnan Cncrmcol Co.' (� 1 WINDOW DIMS. TOP TYPE'3' LASS TYPE'0A'OIASS'TYPE'4'IIASS TYPE'4A' •1100-Interlayer too'Interlayer 'MOTH HEIGHI HE )Itlr.(-)M.(+)INT.(-)E%T.(+)+NT.(-)E%T.(+)TNT.(-) "!E. let Clear ar Color Co.' '-So11-a NP Clear o,.1C.C.. _210.0 100.0 21 0 100.0 2100 100.0 172-0 / 6Y'Eastman Chemical .' / 0y'Cmlmen Lnemicel Co.' 2i %L EDGE SPACER I:I I %L BY' SPACER - 1 8"ANN (/7 30 1200 100.0 110.0 100.0 1211.0 IWO 120.0 ST.STEEL BY'CARDINAL' I`L 1/A� IIS ST.STEEL BY'UROINAL' / y- o 12' 1 1200 lo0.o 120.0 100.0 12Idea I1B.9 OR Silicone OR Silicone i O(,T96• 4 I-mo 1we 1200 100.0 130.0 100.0 1079 DURASEAL BY'OUANE%' - GE-1200 OUR/SEAL BY'OUANEII' Of-12.00 11036- (u0.Y.) OR GE-2000 OR --If 1J -GF.-700042- 1200 1000 110.0 100.0 110.0 90.8 90.8 SUPER SPACER BY'QUANEW DOW-995 SUPERSPACERey'OUANEY' UOW-995 A? an 130.0 100.0 120.0 100.0 130.0 80.9 00.9 ` TJ Al 1/4 Ibfnla NI Sixes 2!Al 1/4 Yn:nla M Sixes :'n54- O 120.0 IW.0 112.5 100.0 120.0 73.2 23.1 Class Type 4' Glass lype 4A' 3 N m 24' T12 100.0 _310-0 IW.O IIV.o (coal 151.1 �'O J0• IW.O110.0 100.0 110.0 100.0 loss UNEQUAL LITES YYINDOTYS (ORIEL) ziiij 32• 100.0 120.0 100.0 110.0 100-0 lief! DESIGN LOAD CAPACITY-PSPUuWywa6" IOB' 54• 100.0 120.0 100.0 120.0 91.2 91.1 HIND04 DIMS. TOP GLASS TYPE.J'VASS TYPE'3A'OL459 TYPE'4'.USS TYPE'4A' Arre 1'7' Mol -0512.0Om2• (�%) 100.0 120.0 100.0 120.0 80.0 80.0 N10TH HE1GHr HEIGHT EKT.(+)INT.(-)Exr.(+)INT.(-)ENT.(+)TNT.(-)EYT.(1)INr.(-) E lnlwn 0410 �_ L)100.0 112.2 100.0 110.0 72.9 72.9 19-1/8' 100-0 210.0 10_00 _110.0 100.0 210.0 100.0 210.0 Dy 1N' iv_ aOe PmUs4Caa 24• 100.0 _120.0 100.0 120.0 100.0 120.0 _100.0 110.0 28-1/2• 96• 48, 100.0 210.0 100.12 210.0 100.0 210.0 100.0 147.1 Wil dth !o' _000.6 120.0 IW.O 120.0 IW.o 110.0 9s.4 96.E 37' (MAx.) 100.0 120.0 100.0 120.0 100.0 ixo.0 ioo.o loss Ij�I 32' 120• 60' 100.0 1200 100.0 120.0 100.0 120.0 88.8 66.9 53-1/8• 100.0 120.0 +G0.0 114.4 100.0 120.0 74.2 74.2 ]6- ( ') +o0.0 120.0 100.0 12,10 100.0 120.0 80.6 60.6 T9-I/8' 100.0 110.0 WILD 2100 100.0 210.0 IW.O 210.0_ C o'. 42' 100.0 130.0 100.0 114.1 100.0 121].0 70.6 70.6 26-1/2' 1108' S4' IC0.0 120.0 100.0 110.0 100.0 120.0_ 100.0 120.0 < Top Vent 24' ��,Z-Noo 00.o 120.0_ 1W.0 +20.0 100.0 120.0 TOGA_ 120.0 37• (NAI'') 100.0 120.0 100.0 120.0 IOOD 120.0 QBE ]0' !ZO' 66' 120.0_ TW.O 110.0 100.0 120.0 86.8 86.8 19-1/8' TWO 210.0 IW.O 204.2 IC0.0210.0 100.0 210.0 J2' (L1AK) 11&0 100.0- '20.0 100.0 120.0 82.6 82.6 26-I/2' 120' Go' 100_.0 !30.0 100.0 120.0 100.0 120.0 100.0 115.436' . 120.0 100.0 130.0 100.0 120.0 71.6 71.6 37' (NAJI') 100.0 110.0 100.0 120.0 100.6 120.0 78.3 782 14• TW.O 110.0 100.0 130.0 100.0 110.0 100.0 110.0 19-1/8' 100-0 210.0 100.0 110.0 100.0 310.0 IG0.0 110.0 This lite must Ee Eguel to ar smaller-- ]0' IID• )1' 100.0 IZOA 100.0 120.0 100.0 120.0 81.9 81.9 26-1/2' 120• fib' 100.0 120.0 100.0 120.0 100.0 IIOA I00.0 105.7 than he TaP Lit. 32' (1122) m.a 120.0 100.0 izu.o IWO _110.0 743 74.5 !T (`A,C) IOLO 1x0.0 TCGO 120.0 100.0 120D 69.a fise ]6' 100.0 110.0 100.0 120.0 100.0 115.1 64.0 64.0 I9-1/8' 120• 72' 100.0 110.0 100.0 210.0 100.0 210.0 100.0 210.0 - c 24" 100-0 120.0 1000 120.0 100.0 120.0 IW.O 120-0 26-1/2- DNA.) IW.O T20.a IoOA Izo.o 100.0 i:a.a -is.a 99.8 Unequal Life Window , V----=; ]o' loo' 7a' 100.0 Izo.o IW.O IzOo _Tco.o 120.0 75.6 756 19-1/8' 120• 75• 100.0_ 210.0 1WO, 210.0 100.0 210.0 1WA 203.] ' 3z' (NA%.> 100.0 Izo.O 100.0 Ixo.O IW.O IN sza 67.e 26-1/2' (NAY.) 100.0 +20.0 100.0 Izo.a +oo.0 120.0 93.5 F.A.rE 170591 I I I 24• 120• S4. 100.0 120.0 IW.O 130.0 111.0 120.0 100.0 120.0 19-1/8' 120' 84• 1100.0 310.0 100.0 210.0 100.0 210.0 100.0 16].5 E 357E 1 }. 30' (12-011.) ioaa lino IW.o 120.0 150.0 �z0.o 70.7 70.i zfi-1/z' (wz.) 100.0 Izo.O 100.0 110.0 100.0 Iz0.0 e4.a .4.e All values shown are Design PSF(Pounds per Square Fool) J Y l VALUES FOR EXTERIOR LOADS(+) SHOWN ARE Browing o 1 FOR SILL WIIH WAfERHAR ADAPTER �()� 0�G)S LM 04 FOR WINDOPIS WITHOUT VIAIERHAR ADAPTER LIMIT E)(TCRIOR(+)LOADS TO 80.0 PSF Tsheet ,A4 (o IAM 20 pJ IMP(7RIANf NOTE: C Vlli lrt to_Ilotion Typo 'A" F8 yl,a Wood Bucks must sustain Q i w/ 1 .4 Beveled P.l.Wood Buck loads imposed by glo7ing �• system and transfer 1 VIII •° them to the building Buck bed in �*� - structure. TYPICAL ANCHORS: SEE ELEV.FOR SPACING C o sealant (typ) 1/4"DIA.ULTRACON BY'ELCO'(F-177 KSL Fy=155 KSI) •� _ ]f9"DLA HILTI KWIK-CON II(N, 163 Ksr,Fy-157 Kv) prS�,� z INTO 2BY'HOOD BUCKS OR WOOD STRUCTURES Q 1 4" Did. _ - m g n Fol Head f-1/2•MIN.PENETRATION INTO WOOD C Ultracon Or S((Yn)1 E THRU 1BY BUCKS INTO CONC.OR MASONRY LL iui'Q. Kwik-con I`� - ll - 1-1/4'MIN.EMBED INTO GONG.OR MASONRY j u (or equal) _ Q b E11 n"I DIRECTLY INTO CONCRETE OR FILLED BLOCKS I-3/4'MIN.EMBED INTO CONCRETE OR-FILLED BLOCK =I 'V 1/4"CIA T KS OR SELF DRILLING SCREWS(GWE 5 CRS) 'rl '- INTO MIAMI-CADE COUNTY APPROVED MULLIONS(MIN.THK. = 1/8-) INTO METAL STRUCTURES sl STEEL: 12 CA.MIN. (Fy=36 KSI MIN.) K nl • ALUMINUM : 1/8'THK.MIN. (6063-T5 MIN.) 'x O - 5 1/2• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) V OR ' I� Nin' 1 TYPICAL EDGE DISTANCE =N o I INTO CONCRETE AND MASONRY-2-1/2"MIN. qq�3 Nn INTO WOOD STRUCTURE- 1'MIN. 8'O n n '9 NTO METAL STRUCTURE=3/4•MIN. I o 0-. ZZa 2 T/4• WOOD AT HEAD,SLL OR JAMBS SO-0.55 WN. CONCRETE AT HEAD,SILL OR JAMBS I'S 3D00 PSI MIN, o C-90 FILLED BLOCK AT JAMBS/'m-2000 PSI MR U f . 1 x 4 Reveled P.T• r==� Wood Huck (lyp.) I JB & JT tyru�� Efin. Values for Installation Type "A" apply to the following installation types, withr ''^'Y rTIOximum shim space 1/4": 'Guy r� 1- Using lby P.T. wood bucks, min. 3/4" thick, Ilv d E .._�--�JJlfflll' _ __ L(d l 2- Directly into masonry, without the use of wood bucks. Sealanteveled qq uck •- r ) 3- Directly 'nto a steel or9 lumi m slrurture p "88, Min. 1/e thick and using 'by Toksoche or Sell drilling screws.Slrudure must ba desi ned b others to sustain Ute loads musedbythe window. P 11IOI)UCF RIiVISED P 'n�NPne l.im Nv FlRdd4 aA C/)0593 al nrnW-Bl:oJv I{IIL' nrro�l�.,.�15-D5I2.0 s i 21 nr.l� J 2015 er, n nc.I nr,.�N.hv.rnlKlEmual Oplldndl Pre-Cast Sill l W05-04 j 'sheet 5 of 16j l 4- �0 �a Insiallation Type B" r nstallation Type 1 ��z 4 Beveled P.T.a/ood Book o:ee o a..d pnnMgsing I x 4 or 2 a 4 wood bucks C n Duck bed in rr - e Buck bed in .extant(typ) • . 1.at (Iyp) /. 0 o ---- _ 1/4" Dia. Flat Head Ultracon/Kwik-Cori _ i 1/4" Dia. Flat Head (Iyp) (or Egout) Seolanl— Teks Or J - - „ = 1-1/2" !din. Wood Embed (typ) Fast i -. E Dip. llllrocon/Kwik-Can Fasteners O �OH�ry) I: --1 x 4 & 2 x 4 P.f. Wood Buck(lyp) "• 3 1/T \ t See Installation w 0O G i ---- I Min. rr--=' Types "A.' k ..B. " for 1 x 4 & 2 x 4 N b_ .\ P.f. Wood Buck Styles a �Nn a 3 Cl,rl•'a IMPORTANT NOTE: I o Z= Wood Bucks must sustain lands imposed by glazing o SV.11 I 2 3/4• : system and transfer O F them to the building 2 x 4 P.eveled P.1. structure. Wood Buck (typ.) I JQ 8 JT tramucrksvkaeu =INIR xll rin"ewimue Flmrd I ! in.iuma cw. .r•;7*N*"J�0!111-0 7 1 1/2"Min. r. tlae _ p d � � JI Optional -Total Ylood m, c 1 9 L e L-Se. e g 4 gY/ood BuckS (dotted) Optionol - / Sealanl� Non-heveled^ wood Buck (\S� (dotted) g b V roar. K 17'0393 (n .. d t,a ,. �.0 Li a Irdro•ing- OptionaCost Sill V W05_ 04 l i'rc- --- �sheel 6orl0 iNCIIOitS ANCHORS nF_SIGN LOAD CAPACITY PSF DESIGN LOAD CAPACITY-I'SF 916.MOLE PAI7CRN STA NaiE PA9Tgi,Y -- .R61E PAYf£RN .ti6j2 FATIYRN o WINDOW DIMS. ANCNaNs 1/0 AOOL ACHOR IRS ADD ANCHOR WINDOW DIMS. /NCNORS 1/0 ADOL ANCHOR WRR ADN.ANCHOR �. r g: W.T. PEIONT Ar JAtlB[AT.ta)A Brt{-)02{+)m MT.(-) w:DrN NEKW A7.uu9[xT1E)A HO.(-)oa.(+) Q I1 2a• _ 210.0 210.0 19-1/8' 210.0_ 210.0 d -84� 30• 2t0.0 _ 210A 26-1/2' 26v 4 210.0 32• 250.0 - 210.0 _ 37' 210.0 210.0 1rN .2 V J6` 48' 4 210.0 210.0 53-1/6' 219.0 210.0 42' 2018 2100 19-I/8' _210._ 210M Ej n I 48' 114.7 210.0 28-1(2' -210.0_ 21Q0 p fi ]8-3/a" 4 r��yyy C1 Ss` I•T2 206.6 ]7' 210.0 2100 �G} S 24• 210.0 210.0 5}t/8' 176.9 210.0 Oar„${ 30' 147.7 _ 2104 59-1/8' _210.0 210.0 O a ]2' • 105 �- _-210.0 26-1/2'sa-S(6 + 210.0 _ 210.0 N 36' 170.9 210.0 37' 208.1 210.0 u to a2' 152.9 1912 5}I,/8' 145.8 196.7 .g' lid&4F_ IJSD 19-i/8' 2104 270.0 - - 54' 128.3 157.9 26-1/2 63' 4 _ f9d4 _210.0 24' 2104 256.0 _ 37' 157.. 196.7 N 30" 210.0 210.0 53-1/8' 120.5 150.7 32• 214.0_ 210.0 19-tJg• 210.0 2IQ.0 39" 72• 0 201.6 - 210.0 26-1(2' 72' a 210.0 210.0 ''rI In ~ 42 181.6 210.0 37' S4&1 2180 _ O a6• 145.3 1928 53-1/8' 1120.8 175.70. 54' 1 1 1 117.2 1753 19-1/8' 210.0 2100 247 "0' 2100 26-1/r 76" 6 210.0 21OA _ N n ,to" 21 f69s 06 37' 1114.4 210.0 LOADS APPLY TO INSTALLATION TYPES 32' IaB3 210.0 53-1/8' 1611.2 160.9 A. B & C AND INTO ALUMINUM BUCKS o H 1I J6. 64' 6 - 1651 1026 FOR ALUMINUM BUCK INSTALLATION SEE Ill .z zti r. 42 _-118.2_ 173.0 1 i ;4 LSHEETS 9 AND 10. -J o ae' 175.0 p ... 5.• 111.2 1a63 24• 194.6 210.0 %dth � 30• 16t 32• 1533 168Es'!1- 24-. 1 a 36. 46" 6 130.7-- 583.0 y t 1nsloHot�en rd r8 42' 124.5 145.3 .g' 1 t3.5 132.4 / r 54' -_104.6 1222I�N AJdI,Anchor 'l4 24' 210.0 3104 E /�`At AfCh t F Cn ' .5 / Scc Chart for Ca 30 187 210.0 pocityi 32• 108' a 177.7 199.9 u 36' 161.1 161.6 12" Iq.l_._ _ ..181.0 46• 129.7 145.9 2•'D• 291.6 21 o.0 vw I. "18 8 3t66A � to--� - 32' 120' a 157.2 - _196.6 36' 74x.4 1602 (CCI Slondord ftln(tcrn 1•,c �Nu'T'w Etor494 0 1 •r ..125.6 141.5 _P _. uA.k B 592 ,i.rq t}-051Q.8`f (_ if S k M InInnlStte 20 I�J..�I-'�� By r`, t----�- �O'�,Q S[inm Pmbxt tlrewing no. Refer to sheets 5 h 6 of 10 for description of instoBOtion types A - B-C �W05-04 �sncet of 10 7 J Vertical Mullion Performance_ Horizontol Mullion Performance �399Wy.V (g� 5V1 + W2 For Window Perlormonce, refer to sheets 3 or 4 54' (4y Tributary Width = I -•,�,e I Z ^I8I For window Performance, refer to sheets .5 or 4 0 k n Z� :7I 'N2 W7 _ W2 Im1011aDon Scm»s #14 x "FH 1L =J 6"max J" /ScDlanl� 0 ---�--�(tyo) ��3. � � Icks Or Self Drilling Screws til- a� �I u ` 14V .� My ( -/ . J l� - r'- 17 Sealant �h l] tel_ Q W I;A e E -f--i! (trp) Uulliple Opening '.lullipfe Opening P E I"x 4"x I/(3"Ihk.Aluminum (z or more winaow6) (2 or more»ineo»}) fld s Tube Mullion (unclipped al ends) E screw on each side al mulfian w/ 2 or J:crews on each side of mullion ) -] _Standard Inslolln lion Hioh Load Installation ((Hull length WJw Vfidth - 1" (• - OdditionDl holes to be drilled by instollar) 1" x 4"x 1/8" lhk.Aluminum 1UW.N D.I.N LO.2'-CH -1.57' MUIJJON D"IGN I-D CAPAUTY-PSP A A[I - s s�OO� Tube Mullion (unclipped 01 Onds)�7 UN ANC lw0-HORS IuM ANCHORS ON.ANll10R 1095 TIIRYE [ RS ONE ANCHOR T60 A.NCHOR9 TI9ki A, ll9 V N (Mull length = Wdw Height - I I WINDOW DIMS. -II C,H SHC- CACn s101 PACU Sloe WINDOW DIMS. EACH SME UCH SIDE EACH SID% r1WEIDDIF DIMS. EACH SIDE /ICH SIOP. EA[H SIDE/JINEIGH M.(.)a wr.(-)M.(+)a art.(-)M.(-)r wr.(-1 vrmN Hn6Hr En{4)a W.(-)W.14)a wr.(-)m.(y aim.(-) I¢we m4y&un.(-)M.(+)&art{-)m{r)a wc(-)24• IW.0 2100 2w.0 24- ou Ixae 140.7 16• 210.0 21.4 210.0yJ14 3/4"FH30• 1309 ]IOo 106.) 114.1 x100 210.0 210.0 .O2104 310.0 3z• w.e toll IW.6 191.6 90.0 210.0rHks Or Self Driling Screws 41r - 9e• -- ]D •1]0.0 noo zto.0 ]e• w.] 9-i 96.5 ne.1 ZHID x10.0Q• n..5 310.0 x10.0 4• 41.1 -'�-62A 643 AQD 210.0 2100❑3.3 2100 2 0.0 4a• ]).5 ]5.0 l61 16s.0 2100 2'.o54• I1S3 2100 SI00 S4• 343 69.6 69.6 50-5/6. IJ0.9 2100 310.024• 112.3 2100 x10.0 21 5a! 963 963]0• 96.0 19}.0 x10.0 30• 46! ]93 )9! SYI/a101.1 x01.] 210.0 31, 93.0 ItH.I -x100 l2' 1�• 44.0_ 14.9-_ --]4.9 19-1/a• 1166 x100 ]l0A U u G ]S' �• 61) 1)IA 2104 ]6• _404 67.2 6)1 25-I/3• 63• 55] 196a 710.0 n r 41' 79.1 1565 3100 _ 42• ]65 US 553 37• ]0.7_ 157.4 210.0 _yy 45• 75.0 150.0 210.0 4e• 32.1 52.2 5- 53-1/a" 6)4 133.9 zoo9 54• 121 145.5 210.0 1e 500 1I.4 _ 71.4 19-1/a' 108.3 21" 3100 S4' '90.0 1a0A }104 ]3' 41.1 37.6 57.6 211-1/2• i1• 632 It6! 21- 7 10.0 - !0• 13.5 E12&2 310.0 ]3• 1}0' 39.9 54.2 541 3)• 553 196432• _ 210.0 36• ]S.] 163 46.] 31-1/B• 51.) 14 191.1eulont 36• 12• -- 200.0 4]• J1.2 4L2 43.5 19-1/6• Ino ]04.0 3104 1MV4Y 603 151.5 26-1/3• )6• n.9 1- 1100(YP) 4D• S6! 165.0 ])• M.9 1213 162.) o 1600 5]-1/5•]5.0 210.0 61.6 1)1359.6 IIIIS64 117.1- Cn9r.JAYARAMWD I'R(HIUCTRHVISE:U IIII( 42• 49.0 96.0 1i9.1 aA / 0593 of 9e61P1}ulgwilA dio Flodd6 of I I ' ��, ISJS nnil6ioB l'ak 49• 50.0Acr4Pl.19e No 15.0812.07 I k se 42.1 64.2 m66.4 2x ;W-11- (11.0 wi-moo h11a0 ab Praf1411:m rdrB g U' D 1n15 W05-)4 6ne61 a or}o, zsw tit , . ,�w. . . . . . . . . . . .x 4x . . " 3 _ blu : ."+b blo mLo" u Pro b' tp-Ebl-s �'INi a onpo o p P ? obbbb ob blo b '. IIIIDII 11 ola" c v b L o r o o C.i"wj..,i+T mlob lm�l9 g p m b�r�..ib1.oie 6z w'w wmmNINN P ly =; - = Bib b b b b p b b P P N P blb b b N b.bbb u'b b b b r+e p o b'b b b$C b b b b .4 v o w o o -I'I_w .+e w wj.+�o�y wlw w w c m bbit!b b b P b p b b P P P.P.,�b lP P -P.PIP'b PO P --m P b b b m b b bib�b b b alb b o p oPs - -<'a lz�gym- —r—T � a ulb P,m L"ii iv alio b b�"oit! blb bb.ot �n _ - - - •-- a s 'x _� \ .orI_ ..iw�N wiw m m w _ _wiN olo 1 b�o:boPooiogaoP'bgbaoaP s a - -T n I -— _@_ _ _ m z=zn• =�'^Yio S m zvi A m 6.Inti mlb b in'mo �nCc �S � Iw wIw m s8 asfA t N to to v it m o o r e P~wlw to w L mio mltn boo Lin b w b b i'b�o . �o�o m q� b b b b b b p b b b b bb P b b b () � -SMIaS 10. i ~ o I� L_ I c! RU 5A o K _ s..s AT tp•unx. GI hip �� �mrs�� ' g• j �1 I . swus �'• 01_�_y� rensions: SERIES'360'ALU SINGLE NUNC WDW.{L6,.LJ pL-FAROOQ CORPORATION n —+�no ae -."P.an `-- ��I AL-FER5�GIN6PRODDCf DEVEIDPMFNT ",;N�' c u.x9a wuwc[nssar CGI WINDOWS & DOORS I 3a3ssw.a7AVE O10D N.W. 25TH STREET �i MUMI,FLORIDA 33374 I N.6y VWRJ:C a91.[ac I 172 r I�OM(4M1, FL. 33E1.194.1 aas.n>.Do FAk t3oq]42G9Te 10�� ,( TEL.(305)593-6590 W.(305)591-6591 JJ`_ COMP—lWL\w005-04CCI I'ENFORUANCE VALUES PERFORMANCE VALUES 4 OF ALUMINUM BUCK OF ALUMINUM BUCK 1� INSTALLATION ANCHORS 1NSTALS.ATION ANCHORS 90:001 DIMS ANOITdm I..R.M.BURM 4NCNOm INTO I= Y1CH016 IMO 000 91NBOa OIY9. m-IS Ino NOMQI BIAC[ 1pc"-IMO CONL wcg.Rs INTO 3000 z n 3 CLUSTeP.CWSTlR CW9TEp CtU"Ct""'CW""'IC1.1RTe.R CWSI7q ttUSTF.R CLU9TEP CWS RUM{F CIOFTEN CLU91LT tt.UMi.R CLUSTEp CLUSTIP[1118001 CLVSttR CLUMP.P.RUS7tHICWSIEM CLUSTF4 CW.RBP L24' OF 4 Or a OF 8 OF 2 OF I OF 6 OF a OF 2 OF 1 OI 01 fl .0M HEILXT AF 2OY4OFBOP 6 OP2IOI 4 OF 8 01 B01 2 1 01 1 OE 0 nI q 89.] 1)6] 210.0 210.0 "Go 2100 210.0 210.0 120.0 210.0_ 210.0210._0 19-I/8' 2100 210.0 210.0 21¢0210.0 1 2100 710.0 310.0 x100 2100 2140 Z10AIs59210.0 210.0 122.2 210.0 21¢0 210.1] 1w.7 309.3110.0 210.0 16-1/Z" 210.0 ZIQO 210.0 210.0 210.0 1210.0 210.0 x10.0 Z10A 210.0 110.0 210.0210.0 2140 118.1 2140210.0 21¢0101.3 wz1s 21x0 210.0 37' 210-0 31¢0 1140 2140 210.0 210.0 2IOA 2140 2140 1 210.0 210.0 2140 (L 210.0 210.0 1124 21QO 210.0 210.0 96.0 HMO 2100 210.0 SJ-1/8• x10.0 210.0 ]10.0 210.0 210o 210.0 21¢0 310.0 x10.0 210.0 2140 110.11 Qi 0zw.2 210.0 105.7 2100 x10.0 210.0 91.4 102.9 210.o x10.0 19-1/B' 1241 H0.0 110.0 210.0 2100 210.0 2+0.0 2144 1662 210A 210.0 2100 012 P a].0 131.0 201.0 210.0 141A 310.0 310.0 210.0 WD IB00 210.0 2100 36-1/2• ,a_]/a• _�L5.9n¢0-I noU _ZIOA _1ELT 110.0 _210.0 1120 153.] 210.0 3140 2120 67.11 131.0 x01.0 210.0 10.1.0 310.0 x10.1] 210.0 900 160.0 210.0 ZI0.0 J]' 1070 1 2C9A 1 210.0 2100 16U Z OA 210.0 210.0 141.0 Z+OA _21GO 21QG O i 21" 6).O 934.0 201.0 1 210.0 105.0: 210.0 210A 210-0 90,0 180.0 21MO 210.0 53-1/6" +w.8 1 ZC9.6 210.0 210.0 1w.3 210.0 210.0 21¢0 110.0 210. 2140 210.0 20" 3)2 19.03 171.3 210.0 Be.. , 119.2 ZIOA 310.0 76.B 1516 210.0 z10.0 19-1/6• 9a: 196.6 210.0 2100 M4.0 _310.0 210.0 ZHLO 132.0 _110.0 x10.0 3100 J2' S1.tl 109.6 1646 x10.0 819 OLe 210.11 210.0 118 147.3 4100 210.0 28-+/Z' -5/B• )].9 1539 110.0 210.0 122.1 210.0 1110.0 1210.0 101.7 209.1_ 210.0 x10.0_ 2, u SCI 51.0 1021 153.1 204.2 80.0 IWO 210.0 210.0 _60.6 1]7.1 205.] 210.0 JT _64.9 129.8_ 1948 PMIT _101.0 ZAJS _210.0 210.0 872174.5 210.0 2140 ZgyF 42' 47.1 91.2 _141_4 IBES 7J B_ la).T_ 210.0 210.0 633 128.6: 189.9 210.0 5]-1/a• 60.2 1203 180.7 21¢0 94.1 180.8 210.0 2140 609 181.0 2I0.0 110.0 J OO ry S-1 b' 14.7 + 693 IJ4o 1]0.7 TOA +404 210.0 210.0 %o 120.0 180.0 2100 19-1/B' 75.3 1514 210.0 2104 _1144 2100 210.0 210.0 101.4 2029 2102 7100 a W =C 34' 43 .3 88.6 129.9 t]3.] 67.9 IMA 303.5 1 210M 5" 1164 1113 210.0 25-1/2' �� 58.5 111.1 1 115.6 210,0 91.] 1835 210.0 210.0__ )B4 137.3 210.0 210.0 a l 24' 53.8 10).2 160.8 210.0 84.0 1680 210.0 310.0 MD 144.0 210.0 210.0 3T 46.9 93.8 140.8 1874 73.5 116.9 210.0 210.0 6331 125.9 188.9 210.0 II( NI" --13.1 903 133.1 190.5 70.) WwS 210.0 210.0 E0. 121.3 1B1. 210.0 53-1/a" JA9 )p.1 119.8 1593 623 123.0 IB7.S 110.0 536 101.1 160.] 1140 1 i J2• 41.1 18.1 119.7 1723 _6]3 135.0 2035 3140 529 113.]T 1)3.6 210.0 19-1/B' 61.6 1293 193.9 210A 101.] 202.6 210.0 2140 068 t)1] _210.0 _210.0 1 J9.) 19.1 119.1 +568 62.2 1244 tab.) 310.0 5J.3 IOfi.r 100.0 210.0 i6-1/2• 49.5 99.2 148.7 198.3 77.7 1511 2+O.D 1 21MO 66A 1]3.2 159A 1104 P i43' ]5.0 ]Z.1 IOB.1 141.1 583 1129 169.4 210.0 -484 1 98.8 143.2 19].6 3Y ]x 19.0 _710__117.0_ 1560 61.1 ITx-2 183.31210.0 _514 104.8 157.1 2073 I In o1 ID" 33.5 81.0 IOOA 134.0 52.5 IOSD 157.5 210.0 450 900 IMSA 180.0 53-1/8' 32.0 64.0 95.9 12].9 541 1 100.2 150.3 200.4 434 959 128.9 1 1715 =i 00 51' ]18 0.15 953 117.1 49A 994 149.3 199.1 IL7 813 139.0 170.7 19-1/0' 60.7 1213 182.2 210.0 _9_12 190.0 _210.0 _210.0 _01.6 1812 21&0 21&0 w 0I .4' 4{.] 993 134.0 1]67 70.0 110.0 2104 210.0 6UD 120.0 16011 210.0 i6-1/Y ]6• 464 920 1]93 161.) 12.7 1153 210.0 2100 623 +24.) 18).0 110.0 30' ]]: W-O111.9 119.1 361110.9 171] 210.0 -0.1 100.2 I50J 200.] ])' 31.3 Me0681411V,355108.1 Ia+.9 SS6 111,2 1668 210.0 4).6_ 95.3 14L9 19¢6 5]-I/8' 28.4 me 98.2 111.8 46.1 92.1 IJ82 164.2 393 1 79.0 1164 137.9 :rnJB' w' ]2J9].5 129.8 50.8 101.0 ISL] 241.6 43.6 BlJ 1]0.8 1)1.3 C,29_2 6).S 115.7 117 91.4 I]].1 1- 393_ )aA_ 117.5 _156.7 _ IB' tae 10].2 120_ 84.0 139.0 1660 JOG 1 77.0 108.0 144.0 / e ZZcn 51' 23.1 50.2 TS2 104] ]1) 766 117.9 15).2 SL] e7.4 101.1 IN:] +2•-y PRE PUNCHED IHCHOR HOLES 21• 383 76.6 114.9 153.1 60.0 1 2x0.0 180.0 210.1) 51.4 102.8 154J 20.1.7 ]'TYP. I ALL OTHER HOLES O g R SPACWC I- DPI'.M RELD 815 95.3 11).1 49.8 99.8 1193 99.01 43.) 853 128.0 1)47 i JY >D.1 60.1 90.1 1209 +89.0- 40.9 61.0 1214 142.0 --- `� _--- -_ [ )6' 96" 11.5 55.0 025 IO9.B 111 Baa 12.2 1)23 360 )SB 110.6 14].) a2' 21.3 aa0 ]15 90.0 JB.4 ]84 LI59 _1136_ 32.9 648_ 96_]_ +]I.)_ - IB• 223 24.7 b).0 E9.J .U.O ]0.O 10.1.0 Ib.O SOA 60.0 90.0 • 120.0Gv �,cyl -� 10.7 11.4 41.1 e].9 JL5 61.9 9).4 1299 2r.a 55.7 61.3 1113 SCRLTIS IN CLUSTER y£A 24' 33.3 6'!.0 _100.3 1]1.0 323 105.0 IS].3 ZI0.0 13.0 90.0 1]3.0 180.0 SEE SMUG OF I I O"Y ]0' 27.7 S5J B].0 110.7 IJd- -fl8.] 1]0.1 173.4 31.2 743- 711.5 H8.6 i I 3 rc 32' IOM 20.3 524 79.7 104.8 41.1 82.2 121] 164: 352 70.4 105.7 140.9 36" 23.8 ! I).B 71.3 91] J)J ]1.) 113.0 1493 J2-0 w.0 980 11160 a2" 21.1 42.2 63.4 84.5 33.1 662 99.3 132.4 28.4 56.7 _85.1 113.5 I fNL. 0 48" 19.1 I ]B: 57.1 )66 ]40 No 90.0 120.0 25.7 51.4 )).f 101.9 21' 29.8 I 59.8 89.3 IIB.1 46) 933 1140.0 186] 40.0 60.0 120.0 1640 ]64 782 115.2 _15].6 _J2A 660 ]2" 110' Z33 61 , fi9.6 9I.B ]6: ]Z.7 109.0 1114 ]13- -6z: 9]S 1x46 8 J. x1.0 12.0 _-63.1 81.1 33.0 63.9 918 1]14 162 s1.5 [�- 4z' 18.6 1 37.1 1 55.7 7{J 29.1 sax1 67.3 1 115.4 249 1 49.8 ]4.e 99.) -- ANCHORS MIN. EDGE DIST. - 2-1/2 IN. 1r i ANCHORS AT I 1 Zngr.-ID]JIWD PRODULTRMVISED ,V III A 1.0 MT NI)ltiFaUQK FRAMING M��Y1 ru Ie�)cs9z mmmp2�'9�i+61ee Elwtl. S I 1 I CAN 8 lBuWinp cock (AT MUI.IAON RNI)S) CLUSTER RT L 4, )OR B ANCHORS A�<Plw¢a /(SEE ClWt1S ABOJO.ALL OTHER BUCK 7! Dan ZO - ANCHORS AS AER SHEET 9. 1�y, _ FOR WINDOW ANCHORING TO (CLUSTER OF 6 BEING SHOMM) N!�1�P I(dr ny 110.1 ALUMINUM BUCKS USE #14 SCREWS NATE:ALUUOIUM BUCKS ARE SUPPLIED NTTH L 1!115 1 W05-04 I SPACED AS PER SHEETS 7 & B. CLUSTER OF 2(1 SCREW HOLE PER SIDE)STANDARD. _ EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. Sheet IO 0110