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HomeMy WebLinkAboutNOA - OUTSWING PVS CASEMENT WINDOWMIAM WADE MIAMI-DADE COUNTY a 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.miumidagtgov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 "CA-5540" Outswing PVC Casement Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 05/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 and Small 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# 16-0714.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.17-0614.16 M�AhtHaAne cout�r�r Expiration Date: September17, 2020 j Approval Date: September 14, 2017 �� t 17 Page i PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0420.11) 2. Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 05/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace ,4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTrM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No..16-071431) 2. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 20 1 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA5540/CA5440 vinyl outswing casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8179, dated 03/31/15; signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0420.11) 3. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5540/5440 vinyl fixed -windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E., (Submitted under NOA No.15-0420.11) 4. Reference Awning Window Test Report No. FTL-8183, per TAS 201, 202 & 203-94, with an addendum issued'by Fenestration Testing La oratory, Inc. (Submitted' under NOA No.15-0420.11) Manuel P re P.E. Product Contro Ex finer NOA No. 1-0614.16 Expiration Date:. September17, 2020 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420. 11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTiNLTED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0l/19/17, expiring on 07/08/19. 2. 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. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their `Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior i Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. i F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and with FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0420.11) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No.15-0420.11) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS I. Notice of Acceptance No.16-0714.11, issued to POT Industries, Inc. for their Series "CA-5540" Outswing PVC Casement Window - L.M.I." approved on 25/16 and expiring on 09/17/20. Manuel P.E. Product ContV1,Ex finer NOA N7- 614.16 Expiration Date: September17, 2020 Approval Date: September 14, 2017 E-2 I • I I MAX BUCK WKRH MAX BUCK WDTH PRESSURE SEE TABRATING LES SEETo SEE SHEET4 13SMAX IARGE6SMALLMISSBE VARIESDESIGN ER OPTIONS. SEE rtuX MAX O.C. SEE 11— r"`B• TABLES 4-S _ _ L IMPACT RESISTANT TABLES 4-B.BHEETS B-B FRAME ASSEMBLY TUBE MULL, SEE BIAIOIAAL - SHEETSSBFORANCHORAGE DETAILS (COMBINED VJmTH PROIIFICTREVI&BO pif'-wiq�UpikYJG: MAX JAMB \ I \ BAwI SEE TABLES ES / oad / / � VISIBLE I I i LIGNT d-0 , HEIGHT i VISIBLE MAX. BUCK / VISIBLE MAX.1 MEIGHI'SEE LIGHT HEIGHTSE (. HEIGHTSEE E E. SEE '�/ HEIGHT TABLES 4-8 I HEIGHT TABLES 4-0 FRAME SHEETS / I 05/15117�J 7. UPDATED ASSEMBLY m TO FBC 2077. MOVED I I TUBE ANCHOIS TO CORRECT —T -� —{---- - . c SEE LENGm,Lj NNEL. A ./ HEEf3 i / SMEET4 MAX JAM CSEETA�.ES Y 00 VISIfAE GHT VISIBLE �j'? o1 3 LIGHT i uGHr I m vOi d wmrH yy 4• MAX �� � MAX O.C. SEE_j 2W MAX O.C. � � 4' �' RYP.) O�yg� B TABLES4-0 I TMIN. AODITIONALANCHORSFORFRAME 0MAX 1.2V MAX +7 D ASSEMBLYTUBE,SEE SHEET& �••. 2S MAX O.C. ry U� TYP. EQUAL-LEGIBOX & TYP. INTEGRAL FIN & J-CHANNEL 'TYP. X-X EQUAL-LEGIBOX & FLANGE FRAME ANCHORAGE FRAME ANCHORAGE a FLANGE FRAME ANCHORAGE O yno Iz GENERAL NOTES: SERIES 5540IMPACT RESISTANT. VINYL CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDIGTHE IBGHVELOCUT HURRICANEZONE(HVMZ). O LLO VISIBLE LIGHT FORMULAS o w 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALULTIONSABOVE 37 IN THE HVIR,THE OUT60ARDLTTE(CAP) MUSTTGMPEREO. WIDTH: BUCK WIDTH-"Ir Z 1+••r 3)fOR MASONRYAPPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY WJ&DADE COUNTY APPROVED MASONRYANCHORS, MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PIE, KEIGHT. BUCKHEIGMT-644' g 3 ASTM C90 CONCRETE MASONRYUNITS AND CONCRETE WITH MIN. KSI PERANCHOR TYPEFN- 4) ALL WOOD SUCKS LESS THAN I.IR'THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS AREOPTIONAL IF UNITS WSTALLED DREM YTO SUBSTRATE WOOD BUCKS O Z DEPICTEDAS2XARE 1-112-THICK OR GREATER. IX AND 2X SUCKSWHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LCADSTO THESTRUCTURE WOOD BUCK DESIGN GENERAL NOTES._.__�....�...::.�.._.....__./ W = •"5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR) ORARCHITECT OF RECORD.(AOR} ELEVATIONS_,__...____._. -..____I O p FRAME, GLASS &ANCHOR OPTIONS. 2 J 6)ANCMOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SNLLO. USE ANCHORS OFSUFFlCIEM LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD INSTALLATION; FLANGE 6EOl1AL LE0.�.� ..3 T IS SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE SYCTHERS AND IS BEYOND THE SCOPE OFTHESEINSTRUCTIONS.' INSTALLATION, INTEGRAL FIN&J•CHAN:EL__4 5 q FRAME ASSEMBLY TUBE�.__.._�_....�_ 6-0 O B) MAX /M' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTHE SUSSTRATE USE SHIMS CAPABLE OFTRANSFERRINGAPPUED LOADS. WOOD BUCKS, WONODETAIL9...,_....__.._...�._.�.__.7 q15 -xop wu. BY OTHERS. MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. DESIGN PRESSURES._.___.__.............._..� B-0 7)DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAIJCYCLETSTPRESSUNE, FRAMEAWLLYSISAKD GLASS PEA ASTM E1300. BOM&ASSEMBLY.._._..._._____._.10.11 Lfltl II III),,, B. POSITIVE DESIGN LOADS BASEOONWATERTEST PRESSURE.STRUCTURAUCYCLETESTPRSSURE, FRAME ANALYSIS AND GLASS PERASIM E1300. `� SONY{ iYNry� C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD.. e)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SEWREDTO RESISTTHE WINDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE. THEi3-1r3e STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS P PRODUCT. THE LS LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACTWIRI OTHER DISSIM"R MATERIALS SHALL WE ftE0U1REMEM30F TNEFLORIDA BULDNG CODE _ TF: P7Q. �765 *= FOR CORROSION RESISTANCE. CODES ISTANDARDS USED: 7 q 9)METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUMIGCOOE/WDTO BE REVO:WEO BY THE ALJTHOR7T'HAVINOJURISDICTION •2017 FLORMABl16D;NG CODE (FBC), BTH EDITION %�1 l [�'.'(V� •2014 FLORIDA BUILDING CODE ), 6TH EDITION �,C'•, TE 10)REFERENCS:TESTREPORTS FT48t39, 8174; ELCOIATRACON NOA; ELCO CRETEFLIX NOA: ELCO AGGRE-GATOR NOA; ENERGI VWMWAND DOOR PROFILES. LTD WHITE& •ASTM Ef300,09 %�P •'!iORIO!•.:"\ � BRONZFJLIGHTER SHADES OF GIP COATED PVC EXTRUSION NGAS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAF&PANDS&ALUMINUM DESIGN MANUAL •ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM-2015 .S��NAtL 0' 71)PVB AND SG INfT:RLAYERS MANUFACTURED BY KURARAY AMFAICA IC. - •AISI8100.12lit •AISC 360.10 A. LYNN Mn1ER PE 12)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL Pinsams a)e� TYP. Dewdpuw Table 0 Sheet 0 5 7181 LemtrmWd LG.: 1/E A Fxtelar CaP+ 7/16' Alr Spaco+ 6116' Levitated; (2) Lhm of 118' A Gies vAth .090' PVB Weriayer 4 B 6 71,an L22 LG.: 10 T Exterior Cap +71TE A(rSpace+5116' LamhVed; (2) Liles of 11E A Glass with .090' PVB Interiayer 5 a 7 7/W,, LambWed LG.: 311E A Exterior Cap + 31E Air Space+ &IS' Laminated; Q) Liles of 118'.A Glass with .090' PVB IrdedayP B 9 8 7B' Wmbmted LG.: 3117 T ExterwCap+31E Air Space+ 511E Laeunated; (2) Ules of UB' A Glass w1h .090' PVB Intedayer 6 9 9 71W, Laminated I.G.: 1f9• A Exterior Cap+ 711E Air Space + 511E Laminated: (2) Utm of 11E H Glass with .090' SG klledayer 7 9 10 7/8;Laltltatedl.G.:1/8'TExterior Cap+711E Air Space +5/164 Londnat lt(2)LitesorlAr HC4n3s hh.09ESGWd dayer 7 9 11 TIM Lanlmted I.G.; VIVA Exterior Cap+ 31W AO Space+ 511E Laminated; (2) Liles cf 118' H Glass with .09E SG Werlayer 7 9 12 T/8; Laminated LG.: 3/1E T Exledor Cap+IV Air Space + &16' L w natwl; (2) Ulm of 1/8' H Glass with .09W SG hdedayer 7 9 13 718' Lenlrinalea LG_ TWA ExteriarCap+ 511E Alr Space+ 711E Levitated; (2) LAM of 311E A Gass W tn.. SG InlerlaYer 8 9 14 LAI!LartdtNted LG: 1/8'T Exterior Cap +5110' A8 W Space Lwnired;(2) Utes of 311E A Glass whh.OW SG WeNYer 8 9 15 7/8' Lamireled LG: 311E A Extedot Cap* 1W Air Space + 7119' Laminated; (2) Ulm cf3II A Gies with .090' SG !n(ettayer 8 9 18 7/8' Laminated LC • 311E T Extetim Cap+ 1/4' Air Space+ 711E Lamin"; (2) Utm 01311E A Glass W111.090' SG Welayer 8 9 Gm.P I Amb., Stibdtito On. Edge DWAnw FmI,=., A I !110 SINS (atee1184 S.S. Isr 410SS) P.T. 9omem PM (S ) 77tv 6 Steil, A36• aw 0.050 Stxl StW. AM GI.3T 118' OA4me(1a G.) Aluni -WSXW 3W MOW XIS'.led Lxhxm P.T. SONkem Pore 9G=0b51 7/1W uvw Cetcnde (m11.2B5 k.1 1• IdIC LkVe r2AU.(ASIM COD) 2.17 1-V4' 8 H2 SINS (heel, 1S8 S.S. or4109S.) P.T. S.0- Piro (SG -UM) 316' 1.V8' SIMI. A36• 3V 1 0.05V S SIW. A653 Sr. 33' 31B• 0.0451' 18 Gal Ak b'-. 6063-T5' 3re' aD63' VP.ted uItm. P.T. swU Pi.(SGaw 1' 1-ww 114'.tad Oafelex P.T. Sur3em Pim(SG--OM) 1' 1.V8' iW e W AOgre 00w P.T. S4whem Piro (SG -OM) 1' 1.im' C V4'sred tu.- tMwle Z8 1 1' 1.314- IkOmded GALL ASTM C-M) 2.17 1•I/4' vC.ted Cd ft. Ccrx te(mm.3.35ka1 1' 1514' VB." larcan CD.,de (mhL 2B5 k.9 2.1Ir I've DI V4'.teelC t4Gu LbRMe(min 335 k60 2-17 1.Va U.Vm Ied rMU,(ASTM CJ30) 2-17 t•tl4' ud'0.4d AgyeGalar I CaltC 3.ku WONed(MU, W mA CAO 1-17 2' fY 2 ,;GRWTm CMU'VALUES MAY BE(15EDFOR WoR iEG LMII APPLICATIONS. 'A.':ANNEALED .w FATSTRENGTHMED T=TEMPERED -P VB' a .o9P TROSIFOLO PVB SY KURARAYAMERICA INC ' 4W • MOSENTRYGLAS91NTERLAYER BY KURARAYAMERICA.INC. GLASS TYPES S TNROUGN 18MAY NOT BE U'ED WHH .f•CHANNEL OR INTEGRAL FLY FNLLEB GLASS TYPESS, 7, 9,11. 13 W ais HEAB BE USEDM � THE F{VI2ABOt/E 3P. auw= SIMNE 4 wnvm RDNw rDnncO g stRuoltLa+L e1RUCnaUI. 11C Nell su, 3It4'Nm WIGND4. POLYt5MMt1Et8 Lorry OUIYIa NOTE SEE DETAILS AND DIMENSIONS ON SHEET tI VAfNOF51C^.kHr DfSIfIJJtr DOCCJNr EDAM oT.� °1i.� sxr. raAss Mr.mA-s Mr.01Ass srt. caiss KODISPACE �4SGTPS �SPACERDNM'O SUPER DURASEAL'. O Material Min: Fy Min F. StwA Screw 92 MI I ksf 1"Sm 60 ksl 95 kot 410 Screw 90 kel 110 ksf Eke A®Lo-GatoM 57 I'll 96 W Elco UWaCon® 410 SS Eke Crd.FI..0 165 ksl 127A kel 177 kal 189.7 kol W3_TSAJumIn= 16 ksi 22 kel A38 Sled 38 ksl SB ksi Gr, 33 Steel Stud 33 kei I 45 ksi W . Edo. pia GroupAnther Su&dmto Mstanra Embedment! 2-17 Rin"hw k Rmtrg Mti P.T Smalem Plno (SG=55) LO' 2-7f1E P.T. SoW mRits(SG=.55) lz 131E O(,t.z wdSMS Allxnirmn, 6083-W 3/8' a85P (a1410 . S.S. or4f05.5.) Sted Stud, Or. 37 3ar Own, (18 Ga) Sled; A36' 3/E 0.0.W" F I P.T. Soldtem Pine(SG-.55) 9.11w law 012SMS AIIANraan 6063•T5' 3'8' 0.083 (smd.168S*S Se9 Slug GL 33' 38 0.050 a 410 S.SJ mr I 0.a50' • MM.OF3 THREADS BEYONC THE kfE WINDOW FRALIES MAY BE ANYOF THOSE SHOWN BELOW: FLANGE BOX Oft EOUAL LEG 4 INTEGRAL 3ryfA(1r__0 FM PartO Dewdp0on mal r)al 100 Kommedin04SG'rPS Spacer System 101 Ouana Supers Pwu N(r with Hot MeB BUty( See this 102 Ouanex Dumseal Spacer Sled Ma emis 103 Cardnal) L Ewe Spacer SPACER REFERENCE TEST REPORTS: FTL-8717,898888970 POLYLS. aE56G1MFALARFA avlYlkNE ya.� SEAL' BWCONE SELL r 1/t NOLLGLASS AOLLsawem 1 BITETYP. S1AImF55511Il 100-tm T 72 74 EM.f4.lS9 8 IMODUr_T RE M.CCAss � A!)i4a� XL EDGE'" N4 °SPACER a 15 E*,.tie.Vt By Miav fhde Po " • ' " '• • • .. ... I TYP. GLAZING DETAIL ` Pia N NjY�1/ vDENsp .fit_ i .* c No. 5870.5 - •, 0 '��SS�� �\.jG` Aq1 NAL1111`1 A PE CERT. OF AIITH. C2B7S6 e VINYL CASEMENT WINDOW NDA (LM) g 919/14 a GLASS/ANCHORSIFRAME OPTIONS Rj JROSOWSKI � 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480.160D :05115117-JR-ANCHORS RE -GROUPED. CA-5640 y NITS 2OF 11 $ MD-SWC.0 r? B INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INT02X WOOD FRAME OR SUCKSTRIP. SEE NOTE Z, THIS SHEET. FLANGE FRAME SHOWN 13 SEE SHEETS 10&11 FOR HARDWARE 11 HO REU BUCK VISIBLE LIGHT HEIGHT HEIGHT D FRAME OR BUCKSTRIP, SEE INSTALLATION OPTION 2 THIS SHEET. ` ANCHORED THROUGH FRAME —�I— EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. Va: MA7L 6H0d Ir— SEE SHEETS FOR HARDWARE EMBEDMENT • EMBEDMENT 'T-- I c �11a•MAX EDGE 6 SWM DISTANCE Q In TYP. ANCHOR TYPE. o c EMBEDMENT AND EDGE DISTANCE PER EE TABLE 2. SHEET 2. TABLESHEET SEE SHEETS 10 & 11 FOR HARDWARE TYP.ANCHORTYPE. EMBEDMENTAND EDGE •:, o e 83 DISTANCE PER SUBSTRATE. FLANGE i6 11 VISIBLE LIGHTWIDTH SEE TABLE 2. SHEETZ (LOCKJAMS) FRAME NCRE- SHOWN 1 NOTES BUCK WIDTH 1)USE ONLY HORIZONTAL SECTION A -A QC✓ SUBSTRATE -APPROPRIATE SHOWN WITH HEAVY-DUTY SASH, ANCHORS LISTED ON TABLE 2. HINGE & REINFORCEMENT SHEET 2. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY DADS APPROVED MULLION, FBC COMPUAN11 INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL SEES SEUSEDONANYSIDEOFTHE 1/4•MAX. WINDOW. SHIM 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SHEET , �^ STANDARD NFORCE E 1.1/YTHICK ARETO BE CONSIDERED 2. ALL WOOD DUCKS LESS THAN jj KINGS & REINFORCEMENT, o (ALL SIDES) . 1XEOPIONAL IF.IXWOOD BUCKS PARE DIRECTLY TO SUBSTRATE. UNIT IS WOALLED <X OD PARE DIRECTLY TO SUBSTRATE. WOOD V INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND I% SUCKSTRIP INTO CONCRETEILMU. SEE NOTE 2. THIS SHEET. 114•MAX SNUB �O CII EXTERIOR lFGIBO FRAME SHOWN 114-MAKSHIM BUCKS DEPICTED AS 2XARE 1-tf1' TYR ANCHORBUM (WHEN USED) WALL BE PRO ERLY AND SECURED RANSFER TO TO NG ❑ SAND EDGEENT-� LE EOOB ❑ I70EwOR mace DISTANCE PER THE SiftUCNRE WOOD &lIX SHOWN SUBSTRATE. BEE FRAAW �0 n Bta1G DESIGN AND INSTALLATION IS THE TA(HING IAMB ' C7 ]HORTYPF RESPONSIBILITY OF THE ENGINEER o (HINGE >E DISTANCE PER SHOWN) OR ARCHTIECTOF RECORD. BY_ \TIE, SEE TABLE 2, SHEET?, EXTERIOR MIm1 INSTALLATION INSTALLATION SEE EQUAL-CEG/BOX - - � I �114• MAX SHIM 3) VISIBLE LIGHT WIDTH OR HEIGHT L' FRAME SHOWN m U (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION ` OPENING) IS MEASURED FROM ANCHOREDTHROUGH ANCHOREOTHROUGH ` N?! LYfyN BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL O • I EMBEDMENT ` • ••C: '- . N .69 VINYL CASEMENT WINDOW NOA (LM) g 919114 _ -• * _ • EDGEDISTANCE VISIBLE LIGHT FORMULAS o FLANGE &EQUAL-LEGIBOX FRAMES J ROSOWSKI ;��'•. �' ��;•tV�; INSTALLATION VADrH:suIXrnoTH-Bala• ® F'••.-Ay F611 OPTION 2 VERTICAL SECTION B-B HEIGHT; SUCKHEIort-Bare• ANCHORED THROUGH SHOWN WITH HEAVY-DUTY SASH, CERT, OF AVM. B2B2BB m ''•� IyAL �; FRAMEDIRECTLYHINGE & REINFORCEMENT 1070TECHNOLOGY DRIVE �05115117-JR•NOCHANGESTHISSHEET. i1!InI`1 CONCRLTE/CMII. POT�IFIDU IstR 5• I�Nc N. VENICE, FL 34275 AILRIGHTSRESERVED (9411480-1000 - CA-5540 8 NTS 3OF 11 Ez MDS540C.0 i B ALYNLft E PE INSTALLATION OPTION 6 INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHOREDTHROUGH NTEGRALFIN ANCHORED THROUGH 1w. MAX. SHIM 2X WOOD FRAME OR BUCKSMP. INTO 2X WOOD FRAME OR BUCKSTRIP. •-.-� �, 1IP MAX SHIM INTEGRAL FIN INTO 2X WOOD EDGE DISTANCE —� SEE NOTE2,7HSEE NOTE ZTHISSHEET. I I--SSHEET. — EDGE DISTANCE FRAME ORSUCKSTRIP.SEE L,� I EMBEDMENT r± SEE SHEETS 10811 NOTEZTHIS SHEET. 1 TYP.ANCHOR FORHARDWARE EDGE DISTANCE TYPE, EMBEDMENTr EDGE BD 3 DISTANCE PERJZHANNEL B SEE O E TABLE3SHE c l�� O 1, MAX. SHIM a � � O EIABEOMENf 15 GO TYP. ANCHOR TYPE, EMBmLENT EMBEDMENT ` AND EDGE DISTANCE PER I SUBSTRATE. SEETABLE 3, SHEET 2 L o - o ❑� +8 (NAIL SHOWN) �� INTEGRALEMBEOMENTAND TYP. ANCHORTYPE. SEE SHEETS 70811 FOR o B3 FFIN RAME EDGE DISTANCEPER SUBSTRATE. HARDWARE 11 1 11 62 SHOWN SEE TABLE 3, SHEET2. ND Raw, O O O BS JLMANNEL - FRAME 16 HD RENT. VISIBLELIGHTWIDTH EXTERIOR . i O NOTES: SHOWN autat wrong sBB57FA`TE UBAPPROPRIATE HORIZONTAL SECTION C-C ISTED 28 SHOWN WITH HEAW-0UTY SASH, ❑ GAO OLLOIN MBEDMTABLES 3. HEETIZHORS 3, SHEET 2. FOLLOW EMBEDMENT AHY AND EDGEDISTANCESHOWN .- HINGE 8 REINFORCEMENT " INSTALLATION OPTION SHOWN 'OAOEAPPROVED MULLION, FBC COMPLIANTALIIMINUM9TEEL FRAMING OR STEEL STUD. VISIBLE SEE SHEETS MAY BE USED ON ANY SIDE OF MAY BE VERTICAL OR HORIZOI BUCK 110HT 70811 FOR THEWINDOW. HEIGHT HEIGHT HARDWARE 5 / Y)MASONRYMICHORSMAYBE Lj d USED INTO WOOD AS PER TABLEZ 10 D SHEET 2. ALL WOOD BUCKS LESS 1M'MAXSHIM STO. F. THAN 1.72 THICKARETO BE CONSIDERED 1X INSTALLATIONS. STANDARD SASH RAIL 1X WOOD BUCKS ARE OPTIONAL IF _L HINGE B REINFORCEMENT. UNIT 15 INSTALLED DRECTLYTO 72 BT (ALL SIDES) SUBSTRATE WOOD BUCKS T'I SEE SHEETS 1U 811 DEPICTED AS 2X ARE 1.12'THICK OR GREATER IX AND 2XSUCKS I`II �11 1 O FOR HARDWARE (WHEN USED) SHALL BE DESIGNEDAND Q HDIRENF. f D AD ro EXTEROR TTRANSFEq THER`Y STRUCTURE WOOD BUCK DESIGN - (T(7 a' ANDWSTALLATIONSTHE RESPONSISILITYOFTHE 10E811S311FFOOR ENGINEER ORARCHITECTOF NTEGRALFN HARDWARE - OOL? - RECORD. FRAME SHOWN I(ALSO INSTALLATION INTEGRAL FIN ! ❑ RFFDTHoa HOOKTO AS 1r1'MI SHIM HEIGIG DAYLIGHT OPENING) MEASURED OPTION 7 FRAME HOWN FROM EADPENNG) ADNMURED FROM BEADIND TD BEAONQ REDTH ANCHORE37HROUGN FRAME INTO METAL INSTALLATION EDGE DISTANCE VISIBLE LIGHT FORMULAS OPTION vADhl'BUC FUT moni ANCHORED,THROUGH i HEIGHT HEIGHT: BUCK HEIGHT-6af4' INTEGRAL FIN INTO 2X WOOD Ff{AL¢OR �I EMBEDMENT TYP• ANCHOR TYPE, EMBEDMENT SUCKSTRIP. BEE NOTE THISSHEET. ANO EDGE DISTANCE PER VERTICAL SECTION D-D S RMBTE,SEE TABLE 3, SHEET2 1070 CERf. OF AUTH. r1B2B6 TECHNOLOGY DRIVE' SHOPMWITH HEAVY-0UTY (SCREW SHOWN) COPYRIGHT®2017 - HNGEBREINFORCEMENf PGT INDUSRiIEs,NC. N. VENICE, FL 34275 • ALL RIGHTS RESERVED (84*480-1600 1A1' MWL SHIM TE 6yj )U TYPE, EMBEDMENT ENT F ODUCT'REVISTA AND EDGE DEDGEE ❑ UBSTRDISTANCEPER SUBSTRATE. SEE FIN EMAR TABLES283. FLANGE MAY BB p13v�� wiIGOOFIwiM B.rldb *Cad: rye{ -Dt1_4 - SHEETZ REMOVED INAELD =P� EXTERIOR � T� V INSTALLATION ``�777Y LY tAAAA,�i, N NN ' OPTION 8 ANCHORED THROUGH FRAME INTO METAL ' * r No. ba7Db VINYL CASEMENT WINDOW NOA d 9014 (LAP) 'S. i J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI 05115/17-JR- NO CHANGES THIS SHEET. ALPNEtljwmP.E. CA-5540 s NTS < 4OF11 ; MD-5540C.0 a$ B ILLUSTRATION OF CASEMENT -TO -CASEMENT (X-X) ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O) (EQUAL LEGIBOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) WOSERIES ING A= 63' MAX AX FOR FIXED CASEMENT WINDOW A)INDIVIDUAL AIINDA4WAL A=40•MAXFORCABEMENT BICOMBINED (SILL) COMPONENTS: g54OSERIESCASEMENTWINDOW COMPONENTS: A=WMAXFORAWNING OOMPONENTS: FRAME ASSEMBLY TUBEIMULL 854O SERIES I VERTICAL SHALLOW. FLUSH CAP AWNING _ _ I�� WINDOW SEONON F-F FRAME ASSEMBLY WINSS40SERIES �� //\ I A ~I ANCHOR TUBEIMUU. CASEMENT \ 4' N1NL // \\ WINDOW FRAME / MIN.010%3N'SMS® 5540,SERIES ASSEMBLY //\\' rMAXO.C.THROUGH CASEMENT TUSEIMULL�• F` INSTALLATION HOLES, WINDOW - 4�' SEE WINDOWS (HEAD) APNCHORI INFO. \ / \ Fes- \ ANCNORINFO. \\ // MAXIMUM DESIGN 5540SERIES \ 127-IM MAX, \ 127-114'MA)L PRESSURE WHEN CASEMENT \ \ USINDTHE FRAME WINDOW THIS MUWON ASSEMBLYTUBEIMULL, �` ANCHOR SEE NOTES. . SEE NOTE2 �/ �/ THIS SHEET 55405.ES 70.0 PSF / o+-- / CASEMENT ASSEAIBNLYY 1 $G(SILL BI COMBINED TUSEIMUUL OW, FLUSH CAP COMPONENTS: B'MAX. SEE NOTE 3,THIS SHEEP EXTEM// 4. _`-I iI I ADDITIONAL THIS MULLION ANCHOR CASEMENT /. OR — FRAME ASSEMBIV (rJ TUg�Ef 4'MA%. SEE NOTE7.THIB SNEEi FO®CASEA�Nf—\ WINDW / B•MAX., MIN.tl10%3/4'SMS®1T' FIXED CASEMENT WINDOW SEE NOTE 3. MA%O.C.THROUGH WINDOW (HEAD) THIS SHEET INSTALLATION HOLES, SEE ANCHOR WINDOWS APPROVAL FOR / 'UNDER SEPARATE APPROVAL ANCHOR INFO. sr MAX y FRAME ASSEMBLYTUBEMULL NOTES ALSO SEE NEXT SHEET. \\ // 1) DRAWINGS SHOWN ON THIS SHEETARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL COWGURATIONS BASED ONWINDOW SIZE TYPE.SHAPE. QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWIN07HE GUIDELINES OFTHIS SHEET. 1 2) ANY 554MFRIES CASEMENT, FIXED CASEMENT (UNDER SEPARATE APPROVAL) ORAWNING W WDOW (UNDER SEPARATE APPROVAL) MAYBE ATTACHED �--- 81414'MAX r{ TO THE FRAME ASSEMBLYTUBEIMULL. IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USEEACH WINDOWS INDMOUAL APPROVAL FOR ANCHORAGE. SQ!EANO DESIGN PRESSURE LIMITATIONS THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR ��1�� FRAME ASSEMBLYTUBE4ULL APPLIESTOTHE ENTIRE ASSEMBLY - PRODUCTRE44iD C)HORIZONTAL Uc Plandu 3 FORALL COMBINATION UNITS,ADDMONAL INSTALLATION ANCHORS ARE REWWMIES IRED TO BE INSTALLEDTHRGH THE WINDOW FR.AS SHOWN ON B 15QM SECTION Ef: SHALLOW, FLUSH CAP THIS SHEET. ON EACH SIDE OF THE FRAME ASSEARLYTUBEMULLWHEN USING FLANGE OR EQUAL-LEGVBOXFRAMES. FOR FIN OR J-CHANNEL. FRAMES Amcp4 Fb %CYoTQ.I? ADDITIONAL ANCHORS AND END CAPS ARE REWIRED AS SHOWN ON SHEET &' - 1 5540 SERIES CWADAS SERIES gT CASEMENT CASEMENT 4)FORRMGE OR EQUAL-EGIBG%FRAMES. THE FRAME ASSEMBLY TUBE TO BE FASTENEDTOWWDOW.AS SHOWN IN DETARS•WfiH MIN .010 %714• �q+ pRp�y WINDOW • WINDOW SHEET METAL SCREWS. USE THE SAME SPACINGAND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN INTHATPRODUCTS APPROVAL, UP TO 1TMAXO.O.ADDADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT RECUIRED TO BE CUPPED TO THE SUBSIRATEALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER 111111 I rrrr rr Qt,Y LYJyp B)TNE FRAME ASSEMBLYTUBEIMULL MAY NOTIXCFFD 83'IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY `� ���; • Cam NOT EXCEED ATOTAL OF I2T•1IP IN WIDTH OR HEIGHT. FROM WINDOW BUCKTOWINDOWBUCK, INCLUDINOTHE FRAME ASSEMBLY TUBEWULLVADTH. J `Sf '- FRAME ASSEMBLY TUBVMUU. MM.01OX3f4'SMSG1T • J MAXO.C.THROUGH Bj SHEET88BREFER TO UNOIPPED MULLION #.: N 587G5 DEEP. FLUSH CAP INSTALLATION HOLES, SE:. ASSEMBLIES. FOR CUPPED MULLION ASSEMBLIES SEE VINYL CASEMENT WINDOW NOA(LM) 8 0l0/14 = *_ EXTERIOR WINDOWS APPROVAL FOR TUBE MUWON UNDER SEPARATE APPROVAL - SEESHEETBFORFRAME ANCHORWFO, - o FRAME ASSEMBLY TUBE DE TAILSA �w JROSOWSKI ASSEJdBlYTUBEAMLION N ;O,G,•• STA O DETARS i FS•+ORIOA:'G,\�; 1070 TECHNOLOGY DRIVE a 05115/17- JR _ NO CHANGES THIS SHEET. '%S/0NAI COPYRIGHT02017 - € ' jlnjla PGTINDUSTRIES,INC: N. VENICE, FL 34275 Y _ ALYNN y01P �.p P.E ALL RIGHTS RESERVED (941)480.1800 - ; CA-5540 TITS 50F 11 g MD5540C.0 xz° B P.EXS5705 EXAMPLE CONFIGURATIONS WHEN USING THEFRP&MASSEMBLYTUBEIMULL. FOR I ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL 1-1/4• END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F 81.IW MAX N7PIDO PANCNOR WINDOWS. sluco TH ANC HORS THROUGH THE END TJIP. -� 81•N4•MAX SEE NOTF3, SHEETS SILICONE ' •o • of • w o •------------ — �?• f\ �\ �>--14VMAX -�{ 81-IWMAX ,2T-1AP r 2 OR MORE WINDOWS WITH VERTICAL MAX LIA �[ FRAME ASSEMBLY TUBEIULL. �' f (4 WNDOWS MAX) ruE 127.1/4' • 1-1M' MAK , EXTERIOR I+— IA-1APMAX. t ` J 2553A4' i MAX MAX BY /// MAX 20R MORE WINDOWS(4 �j•�- 127-7/4•RWL �{ WINDOWS MAX)WITH y5sy4•Mp71• '�11 ASSEMBLY ASSEMBLY TUBEAAULL 2 OR MORE WINDOWS WIM VERTICAL FMLU: - SIDE VIEW ASSEMBLYTUBHMUU- VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX) M 1W MAX FOR FIl(ED GSEL1ENf FRAME ASSEMBLY A- 4W MAX FOR CASEMENT NOTES FOR FRAME ASSEMBLY TUBE END CAP: r- A -� A-60•MAXFORAWNING FRONT VIEW FRAME ASSEMBLY TUBE NOTE 1JAPPLJES TO FW OR JLTININELFRAMES. REFER TO SHEETSFORTHROUGI,•FRAME `� 1•V4•, ANCHORAGE AND THIS SHEET 1 2) REQUIRED AT HEADERISILLOR JAMBS TO SEAL THE END OF THE FRAMEASSEMSLYTUBE FOR NM FIN ANCHORAGE DETAILS I TYP. AT ALL FRAME ASS EMBLYTUBEENDS 3)ALL WINOOWTYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE. SEE SHEET5. BOTH HORIZONTALAND VERTICAL 127.1/4-E 255JI4 4) ENO CAP AIAY REOU67E INFIELD TWMMIN(i STANDARD LENGTH IS 1C. MAX 1274W h— PRODUCTREVISID ptriyTwlciue FlofiJa tiwumecoae �^ 1 D� Gv[!•� . 2ORMOREWN]OWS(4 nr L� • .22,—�•1 )•�- WINDOWS MAX) WITH Mir 874• 1- 1.874' -y� REMOVEFOR s HORIZONTAL FRAME 1 � FW APPLICATIONS ASSEMBLYIA° 1 vARroOsvnNDOWNDowTrPEs .1oB• 3350• .82T t.ao• r ANOSIZES, . .055' •UNDER SEPARATE APPROVAL ���•• VCENaF••.0 �� SHALLOW, FLUSH DEEP,FLUSH L J .� B1 GP. PVC CAP. PVC .�.� VINYL CASEMENT WINDOW NOA (LM) g Bl9/14 ' T4 ? N0' 587p5 .. EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR FRAME ASSEMBLYTUBE p O END CAP, PVr FRAME ASSEMBLY FRAME ASSEMBLY TUBE DETAILS S JROSOWSKI A'. ,{' ( ��. •;�` lE 90 TUBE.Awu6oas-T5 � :,�R`•'' �comD7•:� t��;: ' CERT.OFAU,H.629258 � S ''•. •....... N�j\� COPYRIGHTG201T 1070 TECHNOLOGY DRIVE E05116117-JR'-NOCHANGES THIS SHEET. O..... PGT INDUSTRIES, INC. N. VENICE, FL 34275 a 1 ALL RIGHTS RESERVED (041 }450-1600 CA•5540 ° NTS � 6OF 11 92° MD•5540C.0 ¢2° B ALYP���PE 71B'NOId. 5/tE A/A PVB 7/16'AIRSPACE 1/8' A GLASS a EXTERIOR 100.103 GLASS TYPE 5 7fir NOM 511E H/H SG 7/16" AIR SPACE 1/6' A GLASS '� 17LTEwoR 100.103 • GLASS TYPE 9 -►{ 71B"NOAL 7116'A/A SG 5/16' AIR SPACE 1/8' A GLASS aEXTEwO 100.103 GLAZING NOTES GLASS TYPE 13 'A'=ANNEALED YP = HEAT STRENGTHENED T e TEMPERED ' 'PVB-a,0WTROSIFOL0PV I BY KURARAYAMERICA INC. 'SO' �.OW SENTRYGLASO INTERI AYER BY KURARAY AMERICA. INC. LAMINATED GLAZING COMPONENTS. SEETABLE 1, SHEET2, TYPICAL GLAZING DETAIL ON SHEET 2. -�{ TV NOAL 5116'A/APVB — 711 E AIR SPACE 1/8' T GLASS aEXTERIOR 100.703 GLASS TYPE 6 -�{ 7APNOM. 511E H/H SG 7/16" AIR SPACE 1/E T GLASS aEXTERIOR 100.103 , GLASS TYPE 10 -1 7X' N01, 7/1E A/A SG 5116' AIR SPACE 11E T GLASS G]EXTERIOR ` 100.f03 GLASS TYPE 14 7B NONL 511E AlA PVB 318' AIR SPACE 3/16'A GLASS a E7RERIOR 100.103 GLASS TYPE 7' 7te'NOK 511EHIHSG 3/8° AIR SPACE 311EAGLASS aE1LTEwGR 100.103 GLASS TYPE 11 7116"AIA SG I I 1/4' AIR SPACE 3116' A GLASS a E rwoa 100.103 GLASS TYPE 15 ll=rT:.g.—.O,U=] 'GLAS6TYPEWIN76=11 816 NAYNO • FIN FRAMES OR INTEGRAL • THE HVHZA IN 5116"AIA PVB 318° AIR SPACE 3116' T GLASS a DaERIOR' f00.f03 GLASS TYPE 8 TB NOM 511E WH SG 318' AIR SPACE 3/1E T GLASS aEXTERIOR 100.103 GLASS TYPE 12 7/16"A/ASG 1/4' AIR SPACE 3116' T GLASS aWERIOR 100.703 GLASS TYPE 16 �rol-o614.t6 ns r. m LRom+u I i 05/15/17 'JR-NO CHANG S�THIS SHEET. Y O] W 0 d oIM O qq o q of 0 1D11JL1f 12 �UUm 12 roN Zp O '3aG n >W Jy Z � Z ' 3 LL 0 0 ZA ® $ sS 733. z $ O 2 O q�z 5 s Buck �9 a?+ �o n Q 0m. m=� oho' �O N Serrer �R RerA Oefe. iN. 0 < 0 D N Z u � S J Z fi 9 �1 Za p W N Nzm p C 22 sn..r S m z g o 0 0 T U) N 2 D O owr. N D No. �n w z5 YT' Re✓. � . Ne. � x A 2 ``rrn nir��q m am�fl A� S� qo '' miur�r waem f ) &8�sS�o��H:t���oSSS�s ra'C' ♦ Ay�", N �" 1 � t t I I � I a � 1 N �Qg r yS �^, Oil-l'i �a x � O �C �r $' qp� qq ,t O tr yy 6 ercw rt�ga (in'Jill ) oS�e a�e�eSo j xx 6 m � _d. G G m •H' C A 'y1m Y m ♦ G b ♦ G gmma.���s: 3m p m y mhh m tr AVM� AA AA rruu T� s og 3 M ®r Wmdow Design Plessum,(+7-pep " ltem Ib0o4 u.seter IQaff1 f7K 788 ' 116'ACAP,AWSPACE, 116'A,.09P PYB. Ve•A 6 116•TGP,AIRSPACE,tMA,.09VPVB.tWA Wbd- Bu WldIn (tn) OFrembm I mm 31.052 1 31A31 31.618 32.217 32.625 33,043 33A72 31812 34.387 3"29 35.300 357e7 1 36 71.593 +651.70 +69•70 +WTI +65M +651-70 •651.70 •651-TO +65-70 •6Y•70 •56170 •6a•70 +69.70 +W70 .W-ro 72 465f-70 +65F.70 +69.70 +,V-70 .W-70 +W-70 •69.70 .89-70 +551-70 +W-ro +89-70 +897D .65140 .651-70 73 .W70 +0 6Y7 +651-70 +65170 •M-TO +6X70 +65f70 +65f-M -6W40 •6970 .65170 KY70 +6517o KY-ro 74 .6L-70 +817o +-m W +esi70 +w7o +m.7o .ewo aSF-70 .Bwo +e9-70 .65170 +6970 .69.70 +0W.70 _ 75 •BY70 +6570 •69-ro 4W?D .69-TO *BY 70 +6970 +65170 KLao 169-70 469.70 •WT0 .M-M .6s1-ro Is +6970 +69.70 .65f70 +650-70 .99-70 +69.70 +69-70 +65t-70 +89-70 .69-70 +69.70 •m70 +69-70 •ff51-70 77 +e TO +W-70 •69-70 +W70 .6Y•70 .617D +E81-TO +85170 +BY.70 •69-7D •6Y70 .6&70 .69-70 +a9.70 78 +651-70 .95f-70 .69.70 + 51-70 +651-70 +B9•70 + -70 +69.70 +69-70 -65,40 .65170 .65170 +69-70 a� 9 76 +6Y70 .W-70 .651-70 •61-70 +85170 +8970 I +GY-70 +65FTO +W-70 •Wm -+W70 .69-70 '+BL-7O +6970 80 .651-70 •W-70 +6970 "No .W70 Z70 +W70 +WTI +651.70 +6Y•7D +69.70 .W-70 •W70 •8'170 +eY-ro 61 +W70 .eV.To +6S'-70 +8970 .69-ro +851-70 +W7D +W70 .W-70 +W-m +6Y•TO +BY70 .85h10 82 +W-70 .W-70 +W-70 370 +BV.70 INV .&Y-TO +6970 +W70 +W-70 +W70 .W70 +W-70 .W70 61 •W70 +W-TD .Bvro +B9•ro +85/•70 •W-ro •W-70 +09-m +W70 +WaD +W-70 +W71 +851.70 +B9-ro ed .W70 +Wro +&V.70 +651.70 +65f-70 •6970 +Wro +69-ro +W-m ... .6Y•ro +6Y•70 +65170 +6170 - Window Design Pmsuum,(H-psf) �pM, -fat[Ain+u T7GH 8, 10, T7 6 73 VSACAP,AISPACE,1/6H..0WSG,1/8H 6 1TTGP.ARSPACE,t/8H..09aSG,ifr Me 110• A CAP, AIRSPACE, IV IE .09P 50, It • H IS3116' T CAP, AIRSPACE, VT H, .w $G. IIW H WIMnr B Wbm(in) . DYnefnimn 24 39.121e 48 0a'Jt +701.110 aD +7a-1 +.mTa•7n10D •q70a'•-07111100 +.Tiav-1ift00 +0-110 10 ' W84 •.70/-I11m0 •..7770218-i a-7 •a-110D +a-0f0 •7a-110 72 +701-1/0 +.77aa2--t1 +.r7aa3-•7/11f000 •..T +7a-11D Na-110 +7mumfo +T 0 +70%1D +7a•t0 .rao .7v .7a To7 '7aa0•1i .70¢t 1 -n0r8 t0o m10 70a312.--17f11f00o .r1-110 .%110 .7111-1 MAXIAMBO.0 SPACING IF MA)LO.0 SDACINGIFANCHORING ANCHORINGTHROUGHTHE FRAME PER THROOGHTNEIN7E(vWLFINPERSHEET4 APPUBTOB.CORDANMORS APPUESTO FANCHORS (SEE TABLE 2) (SEETA51E3) I26T 4. MA)f.IAMBO.0 SPACING IF ANCHORINGTHROUGHTHE FRAME PER SHEETS384 - APPUEITOB,CORDANCHORS (SEETABLE2)' 1D13+ �1--"THROUILq MAY NOT BE USED WI GLASS 7YPES67, 6, 11.1316 IS 15 MAY NOT BE USED IN JCHAMNEL THE HVHZ ABOVE M r. FIN FRAMESRWMGRA a Window Design Pmssum.j+)-psf) - 1 fl,14, VB-A CAP, AIRSPACE, 17B'A,.090• SO.176'A 6 VS-T CAP. AIRSPACE, 116'A•09a K NIG., ssaltNee4 I4fl°1+ farlAast T7R 15816 11(• A CAP, AIRSPACE. 11V A,.090 SO, 176'A a 116-TCAP,AINSPACE,30Ir A,.09a SG, 17S'A wud. BwI wean in) D11pw.. 34m-5 34.414 34AM 352B4 35705 31157 36e21 37.T66 37.U4 38.085 36.6 39An 39.672 40 71.41 .701-110 +7a-110 Na-110 .7a•110 .7a-t10 .11MIG •7D.110 •7a-110 •7a-110 .7a-110 •M.110 •7a-110 •AV-7f0 +70F.Im 72 +7a-110 +70f•110 40MID +70f-110. •7a-710 -+701-11D +7a-110 .7a-110 .701-110 .7a-110 +7a710 +ro1.110 +Ja-110 73 +7a•1T0 . 410 .70'-110 +71V.110 +7a-110 •1a-110 •7omio •7a-110 +7a.110 .7a-110 +M.110 .70'-110 74 .711/-170 +7a•110 +70F710 ""to +7a-110 .701•110 +7a•110 +701-110 +701•110 •70f.110 +7W110 75 •70'-170 +70010 •701-110 .70f-110 .7a-110 •7W410 •70f-110 •7a-110 +701-ttO +Ta-t10 Al .7of-1 to .7a-/10 .7a71O •M.110 .7a•1/0 .7a•170 •7a.110 •701410 +7014W 77 •70f-110 .70/710 +701-110 •7a-110 •Ta-110 +70r•710 +TaatO .701.110 7B .7a-110 .7a•110 +79-110 +7a-i10 •71VAID •T11•110 +70.110 MA%.IAMB O.0 SPACINGIF ANCHORINGIIRROWHTHEFRAME PFA SHFEIS384 79 +7a-110 '.701-110 +Ta-110 •7a-110 +ia-110 .701-110 BO •7a-1t0 .7a-t10 .m-n0 +7a•7f0 •701-110 8I •7a-11D .7a710 .7a-110 +7aa10 APPUESTO ETABLE ANOi0R5 (SEETABREI) 82 •7a-110 .79.110 •70-710 !u •7a-110 .7a-tip IOBB" 84 .Ta-710 NOTES: 1) BUCK OIMENSIONS SHOWN. 2) FOR SUES NOTSHOWN. ROUNDUP TITHE NEXT AVANIBLE VA OTN OR HEIGHT DIMENSION. ;ICHANGES THIS SHEET. ��tt11 Y fq m -n•a y .1N O NOa v n UI N 91 ,A a'. u' Z If •'e �. w- U F- Z of Q �I 0 m -0 o>WJ. z� 3 O w O ® Z Q § >3 F W w F W K fno: 1+ws Z + o Z 1y�i Z S N C3 4 EXTERIORl I ATTACHED TO FRAMEJAMB ATTACHED TO VENT SIDE RAIL Tnem wleti Op� � r re �eno'iA16 ieEPN � 8 OOR@- POSHOWN ATTACHEDTO FRAME JAMB ATTACHED TO FRIWE JAMB 1 ATTACHED TO I VENT SIDE RAIL JI I� 26 EXTERIOR ATTACHEDTO FRAMEJAMB ATTACHED TO I FRAME JAMB L PneY Oy. `w ammeen maolas oov a asml•�oac � BB801+8108P 5 @USED ON STD. 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