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HomeMy WebLinkAboutNOAuna�; MIAMI-DADE pp�� 0 �IVI DEPARTMENT OF REGULATORY AND ECOP BOARD AND CODE ADMINISTRATION, DIVL NOTICE OF ACCEPTANCE {S PGT Industries, Inc.. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the app] materials. The documentation submitted h Product Control Section to be used in Mai Having Jurisdiction (AHJ). This NOA shall not be .valid after the expira Section (in Miami Dade County) and/or the to have this product or material tested for perform in the accepted manner, the manu# immediately revoke, modify, or suspend the reserves the right to revoke this acceptant Section that this product or material fails, to This product is approved as described here Code, including the High Velocity Hurrican;14 RECEIVED �- MAR 0 8 2010 Permitting Department MIAMI-DADE COUNTY St. Lucie County PRODUCT CONTROL SECTION C RESOURCES (RER) 11905 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy able rules and regulations governing the use of construction been reviewed and accepted, by Miami -Dade County RER - Dade County and other areas where allowed by the Authority ion date stated below. The Miami -Dade County Product Control AHJ (in areas other than Miami Dade County) reserve the right quality assurance purposes. If this product or material fads to icturer will incur the expense of such testing and the AHJ may use of such product or material within their jurisdiction. RER if it is determined by Miami -Dade County Product Control aeet the requirements of the applicable building code. n, and has been designed to comply with the Florida Building Zone. DESCRIPTION: Series `°AW-5540" PVC Awning Window — L.M.I. APPROVAL DOCUMENT: Drawing No[ MD-5540A.0 titled `Vinyl Awning Window NOA (LM)", sheets 1 through 10 of 10, dated 09/09/14, v ith revision B dated 05/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bI aring 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 LABELING: Each unit shall bear a pi model/series, and following statement: noted herein. RENEWAL of this NOA shall be consi no change in the applicable building code TERMINATION of this NOA will occi in the materials, use, and/or manufacture of any product, for sales, advertising or to comply with any section of this NOA s ADVERTISEMENT: The NOA num] followed by the expiration date may be displayed, then it shall be done in its entir, INSPECTION: A copy of this entire distributors and shall be available for insp This NOA revises NOA# 16-0714.21 and well as approval document mentioned abo The submitted documentation was reviews Small Missile Impact Resistant label with the manufacturer's name or logo, city, state, ,de County Product Control Approved", unless otherwise ,red after a renewal application has been filed and there has been egatively affecting the performance of this product. after the expiration date or if there has been a revision or change f the product or process. Misuse of this NOA as an endorsement y other purposes shall automatically terminate this NOA. Failure ill be cause for termination and removal of NOA. r preceded by the words Miami -Dade County, Florida, and splayed in advertising literature. If any portion of the NOA is shall be provided to the user by the manufacturer or its at the job site at the request of the Building Official. its of this page 1 and evidence pages E-1, E-2 and E-3, as by Manuel Perez, P.E. MlAMWADE COUNTY 71 NOA No. 17-0614.18 • • rf Expiration Date: September 24, 2020 /a10 �1E 1 Approval Date: December 14, 2017 Page 1 I r I -- I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBARTTED A. DRAWINGS 1. Manufacturer's die drawin s and sections. (Submitted under NOA. N�� 15-0430. 07) 2. Drawing No. MD-5540A.0 titled "Vinyl Awning Window NOA (LM)", sheets 1 through 10 of 10, 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) Uniforn,Static Air Pressure Test, Loading per FBC, TAS 262-94 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® pacer system, Super Spacer' NXTrm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. �EM_8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 resp� ectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. I6-0714.21) 2. Test reports on: 1) Ail Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Desistance Test, per FBC, TAS 202-94 4) Forced intry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large *ssile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up dra;ings and installation diagram of a series AW5540/5440 PVC awning windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8183, dated 04/02/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0430.07) 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) Forcedl 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 whabe mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-817,4, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0430.07) i I Manuel'Pereyl.E. Product Control Ex(m)her NOA No. 17-0 14.18 Expiration Date: September 24, 2020 Approval Date: December 14, 2017 I E-1 PGT Industries, Inc. B. TESTS (coNTmxD) 4. Additional, Reference Tes Report No. FTL-7897 per TAS 201, 202 & 203-94, issued by Fenestration Testing La oratory, Inc. -(Submitted under NOA N6.15-0430. 07) C. CALCULATIONS 1. Anchor verification calc Edition (2014), dated 0, signed and sealed by At (Submitted under NOA 2. Glazing complies with) .ons and structural analysis, complying with FBC 5th '15 and revised on 09/03/15, prepared by manufacturer, Ly Lynn Miller, P.E. I5-0430.07) VI E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTINuED) 1. Notice of Acceptance No. 116-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear an White) Glass Interlayers" dated 06125/15, expiring on 07/04/18. 3. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for. Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No.l 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 1 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Ma uel P'Pi4 P.E. Product Co=.614.18 iner NOA Expiration Date: September 24, 2020 Approval Date: December 14, 2017 E - 2 • 0 PGT Industries, Inc. F. STATEMENTS 1. Statement letter of confor 61h Edition (2017), dated . by Anthony Lynn Miller, l 2. Statement letter of no- final signed and sealed by Anth 3. Proposal issued by the Pro 10/15/14, signed by Jaime (Submitted under NOA N 4. Proposal No.16-0125 issu signed by Ishaq Chanda, P (Submitted under previou G. OTHERS 1. Notice of Acceptance No. "AW-5540" PVC Awning 09/24/20. complying with FBC 5" Edition (2014) and FBC 29, 2017, issued by manufacturer, signed and sealed ial interest, dated June 9, 2017, issued by manufacturer, y Lynn Miller, P.E. act Control Section, dated 09/29/14 and revised on . Gascon, P.E. 15-0430.07) . by the Product Control Section, dated March 09, 2016, NOA No.16-0714.21) 6-0714.21 issued to PGT Industries, Inc. for their Series Window — LMI, approved on 09/08/16 and expiring on E-3 Manuel Pe P.E. Product Controb6*14.18 finer NOA No. Expiration Date: September 24, 2020 Approval Date: December 14, 2017 TABLE 1: Glass Type Description Table # Sheet 111 5 7/8' Laminated I.O.: 1/8' A Ededor Cap+ 7116" Air Space + 5116" Laminated; (2) Utes of 1/8' A Glass with .090• PVB Intedayer 4,5 7 6 7/8' Laminated I.G.: 1/8' T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Was of 1/8' A Glass with .090' PVB Intedayer 4,5 7 7 718' Laminated I.O.: 3116' A Exterior Cap + 3/8' Air Space + 5116' Laminated; (2) Utes of 118" A Glass with -09T PVB Intedayer 4,5 7 8 718" Laminated I.G_: 3/16' T Exterior Cap+ 318" Air Space + 5118" Laminated; (2) Utes of 118' A Glass with .090' PVB Intedayer 4,5 7 9 718' Lam noted I.G.: 1/8' A Exterior Cap+ 7/16' AirSpace + 5116" Laminated; (2) Utes of 118' H Glass with .09D" SG Intedayer 6 8 10 7/8' Laminated LG.: 1JS' T Exterior Cap + 7116" Air Space + 5/16" Laminated; (2) Liles of 1/8' H Glass wtih .090• BG Intedayer 6 8 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5111V Laminated: (2) Utes of 118" H Glass with .090' SG Intedayer 6 8 12 T/W Laminated I.G.: 3116' T Extedor Cap+ 3W Air Space + 5116" Laminated; (2) Utes of 1/8' H Glass with .090' SG Intedayer 6 8 13 71W Laminated I.O.: 1/B• A Exterior Cap + 511S" Air Space + 7/16' Laminated; (2) Utes of 3118" A Glass with .090" SG Intedayer 6 8 14 7181 Laminated I.G.: 1/6' T Exterior Cap + &16' Air Space + 7118" Laminated; (2) Utes of 3116" A Glass with .OW SG Intedayer 6 8 15 7/8• Laminated I.G.: 3/16' A Exterior Cap + 1/4' Air Space + 7/16' Laminated; (2) Utes of NIS" A Glass with .Off SG Intedayer 8 8 18 718" Laminated I.G.: 3/1S• T Exterior Cep+ 114" Air Space +7/1B" Laminated; (2) Utes of 3118" A Glass with .09V SG Intedayer 6 8 I cI--.e Group Anchor Substrate Min. Edge Dldance Min. Embedment' A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/1B' 1- 8" Steel, A36' 3/8' 0.050' Steel Stud, A653 Gr. 33• 318' 0.0451" (18 Ga.) Aluminum, 6083-W 3/8' 0.050" - - -3/1B"-steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 13l8' -Concrete-(min.. 2.65-ksi) Ungrouled CMU ASTM C�90) 2-11T 1-1/4° B #12 SMS (steel, 16-8 S.S. or410 S.S.) P.T. Southern Pine (SG=0.55) 9116' 13/8" Steel, A36" 318" 0.050• Steel Stud, A653 Gr. 33' 3/8' 0.0451' (18 Ga.) Aluminum, 6063-T5' 3/8' 0.083" 1/4" steel Utimcon P.T. Southern Pine (SG=0.55) 1" 13/8" 1/4' steel CreteAex P.T. Southern Pine (SG-0.55) 1' 13/8" Ile steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1° 1-3/B" C 1W steel Ultracon Concrete (min. 2.85 kal) 1" 1-w Urgrouted CMU, (ASTM 690) 2-1/7 1-1/4' 1/4" steel Cretelex Concrete (min- 3.35 ksl) 1' 13l4• 1/4' steel Ultracon Concrete (min. 2 85 kel) 2-1/7 13/4' D 1/4' steel Creteflex Concrete (min. 3.35 kel) 2-1/2' 13/4" Urlgrouted CMU, (ASTM C-9D) 2-1/7 1-1/4' 1W steel Aggre-Oator Concrete min. 3.275 kill1.1l7 1 Grouted CMU STM C•90 2" 2" -min. urs �nnrNua otrurvu ins mn�auwrK„rt. 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TABLE 3� ANCHORS INSTAI r FO THRO11(:H INTFORAI FIIJ Group Anchor Substrate Min. Edge Distance Min. EmbedmanV E 2-1W x .131' Common Nail P.T. Southern Pine (SG=.55) 3/8' 2-7116" 2-117 Rin"hank Roofing Nail P.T. Southern Pine (SG=.55) 3l8' 2-7/16" F #10 Trusshead SMS (steal, B.S. or410 S. S.S.) P.T. Southern Pine (SG=.55) 1/7 13B' Aluminum, 6063-75• 3/6' 0.050" Steel Stud. Gr. 33' 3/6- 0.0451' (18 Ga,) Steel, A36• 3/6' 0.050' #12 SMS (steel, 18.8 S.S. or410 S.S.) P.T. Southern Pine (SG=.55) 9118' 13/8' Aluminum, 6063-T5• 3J8' 0.063" Steel Stud, Gr. 33• 3/8" 0.05w Steel, A38• 3/B' 0.050° mm. ur a . nnenua et runs I na mt.- ouna I w1 t. A"=ANNEALED 'H'= HEAT STRENGTHENED 'f' = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA. INC. "SG" _ .090' SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL • FIN FRAMES. GLASS TYPES 5, 7, 9, 11, 13 815 MAY NOT BE USED IN THE HVHZ ABOVE 30'. SILICONE HOT -MELT BUM STRUCTURAL STRUCTURAL SILICONE STRUCTURAL W16" NOM. XYISOBUTYLENE 1/4" NOM. WITH WITH DESICCANT DESICCANT 10 EXT.GLASS EXT.GLASS 4,4�� 'L-INT. GLASS vU/ -INT. GLASS KODISPACE SUPER too 4SGTPS SPACERUNXTT"" Kh1NFVKOtMtNI POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. 5/16' NOM. SEAL BUTYL g SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL :XT. GLASS EXT. GLASS--\ <• /U -INT. GLASS WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: FLANGE � BOX OR Q EQUAL LEG q o \ 4 CIE e J-CHANNEL Q INTEGRAL Q FIN rvv m: acc uu naa i+rvu v�mtrvawna un sntci iu Part# Description . Material 100 Kommeding 4SG TPS Spacer System .-See this- - Sheet for Materials 101 Quanex Super Spacer nXTwith Hot Melt Butyl 102 Quanek Duraseal Spacer 103 Cardinal X, Edge Spacer EXTE GLASS C oars IIII 1/2' NOM.GLASS SITE TYP. Building Codo ,,{{ 1C Acceprapee Ina � biY. ICJ_ __ L-xpiretloa Dke /�'� ,os DURASEAL@ ,03 XL EDGE'"" I ; • I %��1Y LYNN'.,�. SPACER SPACER TYP. GLAZING DETAIL : ��: 'uceNSF•.%�� No.587D5 VINYL AWNING WINDOW NOA (LM) 0 9/9/14 o GLASS/ANCHORS/FRAME OPTIONS om J ROSOWSKI �p �� �f7�•.• ST -50_ a 1070 TECHNOLOGY DRIVE m 06/15/17 - JR - ANCHORS RE -GROUPED. ,CERT. OF AUTH. #29296 ,��S/01 111111�`,G``` COPYRIGHT 02017 N. VENICE, FL 34275 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED (941)-480-1600 AW-5540 ,� NTS 2 OF 10 2 z MD-5540A.0 e z B A. LYPNNN MILLER. P.E. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30- IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. I — MAX. O.C. 17-1/2' IF WINDOW HEIGHT IS 42' OR LESS, 15.2' IF OVER 42% 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/7 THICK OR GREATER IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED: OVERALL-SEALINGIFLASHING STRATEGY- -- -- FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1 /4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RES AD O N IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE VARIES PER OPTIONS, SEE IMPACT RESISTANT TABLES 4-6, SHEETS 7 & 8 MAX. BUCK WIDTH �J SEE TABLES 4-6 I MAX. BUCK WIDTH SEE TABLES 47 B, SEE SHEET 3 �— MAX. O.C. 17-112' IF WINDOW 42* OR LESS HE;62"IFO FRAME ASSEMBLY TUBE MULL, SEE SHEET 6 FOR ANCHORAGE DETAILS 4' MAX 4' MAX VISIBLE / LIGHT WIDTH \GH� HEIGHT VISIBLE =LIGHT WIDTH 4' MAX. ADDITIONAL i ANCHORSFOR —y/ / FRAME ASSEMBLY TUBE, 127-1/4'MAX / A. SHEET SEE SHEET 5 COMBINED HEIGHT 63' MAX, FRAME ASSEMBL BE LENGix IST LO S IMP SED O THEM BY THE WINDOW. MAX O.C. 26" IF WINDDW WIDTH IS 36- OR LESS, 7) DESIGN PRESSURES: 13' IF OVER W. A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION . 10) REFERENCES: TEST REPORTS FTL-8183, 8174; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL 11) PV13 AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. TYP. EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE i 4' MAX. O.C.- T 1-1/4' MAX. wmpIyinnwithftpPodb Biding Code �q( ceFtatc. -si - PintioDate 05/15117 - JR - UPDATED TO FBC 2017. MOVED ANCHORS TO CORRECT FRAME CHANNEL. HEIGHT,SEE / / \ p v a TABLES 4.6 / O LL c a c=icWjd q• MAX MAX. O.C. 28" IF WINDOW .� 4° MAX O Z WIDTH IS 36 OR LESS, 13" IF OVER 36'. TYP. X/X EQUAL-LEGBOX & FLANGE FRAMEANCHORAGE USING FRAME ASSEMBLYTUBE/MULL CODES/STANDARDS USED; MAX BUCK WIDTH SEE TABLES 4-6 �+4' MAX. O.C. D, SEE 1 I SHEET4 r 1-1/4" T1i C, SEE SHEET4 MAX./ gi HEIGHT TABLE: VISIBLE LIGHTWIDTH_—i---- / VISIBLE / LIGHT ^ HEIGHT - TYP. INTEGRAL FIN & J-CHANNEL FRAME ANCHORAGE •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION a •2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION a MAX •ASTM E1300-M O •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-12 •AISC 360-10 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH-6-3/4" HEIGHT: BUCK HEIGHT -6.3/4" JCK SEE i 4.6 GENERAL NOTES ................. _._... __.._. 1 .................. ELEVATIONS......._..........._.............................._..._. 1 FRAME, GLASS & ANCHOR OPTIONS ................... 2 INSTALLATION. FLANGE & EQUAL LEG ................ 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL..... 4 FRAME ASSEMBLY TUBE ......................_............. 5,6 GLAZNG DETAILS / DP TABLE 4 & 5....................... 7 GLAZING DETAILS I DP TABLE 6.... _......... _.......... 8 SOM & ASSEMBLY..._._ ..................._...................... 9,10 AaN o s o O e d �aa � g •oN J. JM0 O z j O WW Zieav5 W F z O z z z •w's Q 4 Z LU . 5 01 YIN //����� LY * NO.58705 61 �co '7,, ZONAl.1EN.�. A. LYNN MILLER P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGE EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHOREDTHROUGH EDGE DISTANCE FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE! THIS SHEET. FLANGE EMBEDMENT FRAME n SHOWN II INSTALLATION OPTION 2 1 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4' MrSHIM SEESHEET9FORALL EMBEDMENT HARDWARE DESCRIPTIONS 90 EDGE DISTANCE nn c TYP. ANCHOR TYPE, -i14' MAX. SHIM EMBEDMENTANDEDGE '••" DISTANCE PER SUBSTRATE, TYP. ANCHOR TYPE, SEE TABLE 2, SHEET 2. ' _ _•' EMBEDMENTAND (SHOWN IN LOCATION USED EDGE DISTANCE PER WHEN ANCHOR IS IN -LINE SUBSTRATE, SEE WITH THE HINGE TABLE 2. SHEET 2. "y C ASSEMBLY). •" INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE(CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM a EMBEDMENT EDGE DISTANCE T3 HD IER NF.� r Qu �`J IS BELOW THE HILOCATION USED NGE ANCHOR 15 11 I-�- VISIBLE LIGHT WIDTH y{ EXTERIOR I�J HD REINF. 0 D 85 NOTES: SHOWN - - - - --- --- -- --- - - 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON BUCK WIDTH TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON HORIZONTAL SECTION A -A EQUAL- LEGBOX FRAME SHOWN TYP, ANCHOR TYPE, I EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SHOWN IN LOCATION USED WHEN ANCHOR IS IN -LINE WITH THE HINGEASSEMBLY). LOCATION USED WHEN ANCHOR IS BELOW THE HINGE ASSEMBLY. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN IAA THICK ARE TO DARE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. VISIBLE BUCK LIGHT OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE 1/4• MAX. HEIGHT WOOD BUCKS DEPICTED AS 2X ARE 1-11r THICK OR GREATER. SHIM HEIGHT 1XAND 2XBUCKS (WHEN USED) SHALL BEDESIGNED AND — 1/4•MAX.SHIM SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY FLANGE OF THE ENGINEER OR ARCHITECT OF RECORD. FRAME �� EQUAL LEGBOX rElUTA SHOWN FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO ASDAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.TYP. ANCHOR TYPE, 41�.EMBEDMENT AND EDGE 87 LOCATION USED DISTANCE PER SEE SHEET 9 FOR ALL WHEN ANCHOR IS SUBSTRATE, SEE TABLE SED HARDWARE DESCRIPTIONS IN -LINE WITH THE 2, SHEET 2. (SHOWN IN OR ISHINGE ASSEMBLY. LOCATION USED WHEN THEPRODUCTRBYfSBD 72 MBLY.ANCHOR ISBELOW THEEXTERIORHINGE ASSEMBLY Acmptw+coNe )EXTERIOR O oC.-1 EATE TO FRAME, D� •1 27 ! EATE B FIN AND/OR FLANGE M Die P. ANCHOR TYPE, EMBEDMENT INSTALLATION INSTALLATION MAY BE REMOVED EQUAL- d0� EDGE DISTANCE PER OPTION 4 OPTION 4 IN -FIELD LF G� �7ZD BSTE, SEE TABLE 2, SHEET 2. ANCHOREDTHROUGH ANCHOREDTHROUGH EXTERIORSHOWN1/4'MAX.SHIM FRAME INTO METAL FRAME INTO METAL 1�1 `�.�`Oe1YLYN!(//'�•,, GEN Q :• VINYL AWNING WINDOW NOA (LM) 9/9114 ` * : NO 58705 EMBEDMENT VISIBLE LIGHT FORMULAS $ - ' WIDTH: BUCK WIDTH -eara^ o FLANGE $EQUAL-LEG/BOX FRAMES J ROSOWSKI INSTALLATION HEIGHT:BUCKHEIGHT-"4" ® a �p�. A �\ OPTION 2 .EDGE DISTANCE . , (C '•.;°�ORID)!,.'' \_� ANCHORED THROUGH CERT. OF AUTH.1i29296 , s .0 � FRAME DIRECTLY INTO VERTICAL SECTION B 1070 TECHNOLOGY DRIVE 05/16/17 - JR - NO CHANGES THIS SHEET. T,,'0NAL -B coPYRlcHrazol7 1�N``�� CONCRETE/CMU. PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)480-1600 AW-5540 �, NTS 3 OF 10 o z MD-5540A.0 z B A- LPN M�, P.E. INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES 1/4' MAX. SHIM INSTALLATION OPTION 5 EDGE DISTANCE —� ANCHOREDTHROUGH _ INTEGRAL FIN INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. SEE TYP. ANCHOR TYPE, EMBEDMENT NOTE 2, THIS SHEET. AND EDGE ftWEDGETANCE DISTANCEPERSUBSTRATESEEJ-CHANNEL TABLE 3, SHEET 2. FRAME (HSHOWNIIII SHIM HD BUCK VISIBLE HEIGHT LIGHT HEIGHT 72 EXTERIOR a B INTEGRAL FIN FRAME SHOWN I EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. SHEET 9 FORALL )WARE DESCRIPTIONS J-CHANNEL 15 11 �— VISIBLE LIGHT WIDTH --� EXTERIOR FRAME HD REINF. V SHOWN BUCK WIDTH 1/4' MAX. SHIM LI+— EDGE DISTANCE INTEGRAL FIN FRAME SHOWN NOTES: HORIZONTAL SECTION C-C 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, -- -- -- -- -- - SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY -- DADE APPROVED MULLION, FBC INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. COMPLIANT ALUMINUMISTEEL FRAMING 2) MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 2, 9HEET 2. OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X PROPERTIES, TABLES 2 & 3, SHEET 2. INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/YTHICK 1W MAX. SHIM OR GREATER IX 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ❑ o 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Q TYP. ANCHOR 87 © TYPE, EMBEDMENT AND EDGE SEE SHEET 9 FOR ALL DISTANCE PER HARDWARE DESCRIPTIONS SUBSTRATE, SEE TABLES 2 & 3, SHEET 2. EXTERIOR INTEGRAL FIN 1� FRAME SHOWN INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X %�= WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, EMBEDMENT THIS SHEET. VERTICAL SECTION D-D INSTALLATION OPTION 7 1W MAX. ANCHOREDTHROUGH SHIM FRAME INTO METAL EDGE DISTANCE VISIBLE LIGHT FORMULAS VINYL AWNING WINDOW NOA (LM) c 9/9/14 WIDTH: BUCK WIDTH -6.3/4' HEIGHT:SUCKHEIGHT- 6.3/4' a J-CHANNEL & INTEGRAL FIN FRAMESm J ROSOWSKI TYP. ANCHOR TYPE, EMBEDMENT i129296 OF AUTH. CERT. m AND EDGE DISTANCE PER COPYRIGHT 02017 1070 TECHNOLOGY DRIVE ' 05/16/17 - JR - NO CHANGES THIS SHEET. SUBSTRATE, SEE TABLE 3,SHEET 2. (SCREWSHOWN) PGT INDUSTRIES, INC. ALL RIGHTS RESERVED N. VENICE, FL 34275 _^ `c o . . (941)-480-1600 v AW-5540 „ NTS t 4 OF 10 o z MD-5540A.0 z° B EMBEDMENT TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, , SEE TABLE 3, SHEET 2. REVISED a with the FImMs ``111111111 ff/// LYNAI le,��' �? • 10EN5 N0.58705 O TA OF 'i � '•. �<OAIDP..•' .0 S G �'�/s�ONAL A. LYNN MILLER P.E. P.FJ168M ILLUSTRATION OF AWNING -TO -AWNING (XX) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: 5540 SERIES AWNING WINDOW FRAME ASSEMBLY TU8EMLL 0 SERIES \WINING WINDOW / \ / h \ 63' MAX / \ / \ 63- MAX MAXIMUM DESIGN I II I PRESSURE WHEN USING 60-MAX f 0-MAX• ASSEMBLYiEFRAME TUBEIMULL, SEE NOTE 2: i +/- 70.0 PSF B) COMBINED COMPONENTS: 8' MAX., SEE NOTE 3, THIS SHEET q. - ADDITIONAL MUWON-ANCHOR-- 4' MAX SEE NOTE 3, THIS SHEET WINDOW ANCHOR / \ E I, / \ �•+ 121AM" MAX. C)HORIZONTAL SECTION E-E: SHALLOW, FLUSH CAP 5540 SERIES 5540 SERIES 4WINDOW AWNING° AWNING WINDOW ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT ()MO) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A= 63" MAX. FOR FIXED CASEMENT A--40' MAX. FOR CASEMENT A) INDIVIDUAL A= 60' MAX AWNING B) COMBINED IFOR COMPONENTS: 5540 SERIES COMPONENTS: AWNING WINDOW r— A —�-I / \ / FRAME ASSEMBLY \ TUBEIMULL Ft 5540 SERIES \ 127-1/4' MAX. \ CASEMENT WINDOW' % 84' MAX % FRAME ASSEMBLY TUBE/MULL--,,- i FIXED CASEMENT WINDOW `UNDER SEPARATE APPROVAL FRAME ASSEMBLY TUBE/MULL NOTES. ALSO SEE NEXT SHEET: VERTICAL WINDOW SECTION F-F ANCHOR - r 4" 1L MAX. MIN .#tOX3/4"SMS@ 17' MAX O.C. THROUGH 4' MAX INSTALLATION HOLES. - SEE WINDOWS APPROVALFOR ANCHOR INFO. 127-1/4' MAX. ADDITIONAL MU WON ANCHOR SEE NOTE 3, THIS SHEET VERTICAL SECTION G-G 8"MAX•1 J MIN. 910X 3(4"SMS@17' SEE NOTE 3, MAXO.C.THROUGH THIS SHEET INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR ANCHOR INFO. 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2)ANY 5540-SERIES CASEMENT (UNDER SEPARATE APPROVAL), FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBEIMULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY . 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET. ON EACH SIDE OF THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES, FOR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 4) FOR FLANGE OR EQUAL-LEGBOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 3/4' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL, UP TO 17' MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 5) THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63- IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127-1/4' IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDINGTHE FRAME ASSEMBLY TUBEIMULL WIDTH. FRAME ASSEMBLY TUBE/MULL `_MIN. # 10 X 3/4' SMS @ 17' MAXO.C,THROUGH 6) SHEET 5 8 6 REFER TO UNCLIPPED MULLION DEEP, FLUSH CAP INSTALLATION HOLES, SEE EXTERIOR ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES SEE WINDOWS APPROVAL FOR TUBE MULLION UNDER SEPARATE APPROVAL, TO BE SEE SHEET 6 FOR FRAME � ANCHOR INFO. REVIEWED BY BUILDING OFFICIAL.. ASSEMBLY TUBE/MULLION DETAILS COPYRIGHT ®2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CERT. OF AUTH. r j�n- 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 VINYL AWNING WINDOW NOA(LM) -, 9/9114 FRAME ASSEMBLY TUBE DETAILS f� J ROSOWSKI 05/15117 - JR - NO CHANGES THIS SHEET. AW-5540 NTS z 5 OF 10 i MD-5540A 0 6640 SERIES AWNING WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY TUBEIMULL 5540 SERIES CASEMENT WINDOW (HEAD) 5540 SERIES CASEMENT WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY TUBEIMULL 5640 SERIES FIXED CASEMENT WINDOW (HEAD) PRODUCTREVISED as <omplyi`gwith the F)arida I3.9ft Code ,— —. _. * : rN0.58705 '17,,101VAL A. LYNN MILLER P.E. P.E.#68705 ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E WINDOW ANCHOR WINDOWS, SEAL WITH ANCHORS THROUGH THE END CAP OR SEE NOTE 2, SHEET 5 SILICONE. 7 ADDITIONAL GROUP F ANCHORS. 41-) • on, u----- EXTERIOR 01// / `�' NOTES FOR FRAME ASSEMBLY TUBE END CAP: " `FRAME ASSEMBLY TUBEIMULL FRONT VIEW 1) APPLIES TO FIN OR J•CHANNEL FRAMES. 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAMEASSEMBLYTUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14'. 1260' 100' 3260" OFRAME ASSEMBLY TUBE, ALUM 600S75 1.874' --�A � .080° 37s 91 SHALLOW, FLUSH CAP, PVC 1.874' .627" .060' ODEEP, FLUSH CAP. PVC EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR SIDE MEW FRAME ASSEMBLY TUBE NOTE: REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL •221- —� �- REMOVE FOR FIN APPLICATIONS t44o• � J .oss° FRAME ASSEMBLY TUBE END CAP, PVC CERT. OF AUTH. #29298 COPYRIGHT ® 2017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL. 1-114" 121.1/4' MAX. —+� 1211lr-ST MAX. 60" MAX, -�•i MAX I I 14M" -�{ 121-1/4"MAX. I-+— 127-ANM�NG ji MAX, L 20RMORE WINDOWS WITH VERTICAL /� \ FRAME ASSEMBLY TUBEIMULL (4 WINDOWS MAX.) / armiNG \ 127-1/4" 1-1/4" MAX. �-+--- 127.1/4'MAX. / \ 255314' ' 127-1/4' / ZING \ ` MAX MAX /AWfl` cASEaIENr" ,AWL\ 2 OR MORE WINDOWS (4 WINDOWS {t— 127-1/4' MAX —►{ MAX) WITH HORIZONTAL FRAME --- —I II — 2653/4, MAX. —rll ASSEMBLY TUBEIMULL 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBEIMULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX) A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX FOR CASEMENT A A= 60" MAX FOR AWNING �CASE� ENT• 127-114• MAX � 265.314' / MAX 127-1/4' MAX. PRODUCT REV4 CASEMENT' a9 —plyNg with. J adding Cott- mpwiwNo i / E 'ra I D2te� 2 OR MORE WINDOWS (4 WINDOWS y MAX) WITH HORIZONTAL FRAME iami Ptadan ASSEMBLY TUBEIMULL VARIOUS WINDOW TYPES AND SIZES. *UNDER SEPARATE APPROVAL VINYL AWNING WINDOW NOA (LM) Igl 9/9114 FRAME ASSEMBLY TUBE DETAILS B om J ROSOWSKI 05/15/17 - JR - NO CHANGES THIS SHEET. AW-5540 NTS 6 OF 10 0? MD-5540A.0 LYNN ENSF���� N0.58705 *� %p0, 701VAL A LYNN MILLER, P.E. P.E.058705 TABLE 4: Window Design Pressure (+!-, psf) NOTES: VS' A CAP. AIRSPACE, 1/8- A, .OSO' PVB, 118" A & 1/8• T CAP. AIRSPACE. 1/8" A. .09V PVB, 11S' A Glass Types: 5, B, 1) BUCK DIMENSIONS 7 & B SHOWN. 3116" A CAP, AIRSPACE, VS' A, .090" PVB, 118' A & 3/18' T CAP, AIRSPACE, 11V A. .090" PVB, 1/8' A WIMow Buck Width On) 2) FOR SIZES NOT SHOWN, Dimensions 28 1 30 1 32 1. 34 30 38 1 40 1 42 44 48 60 52.125 54 60 ROUND UP TO THE NEXT 42 +/30 1 +650 1 +1-60 I +/-50 I +/-50 I +I-W 1 +/-50 1 +/-50 1 +/-50 1 +/S0 1 460 1 +/-50 1 +/.w 1 +/b0 AVAILABLE WIDTH OR HEIGHT DIMENSION. Pannnrc Rr.V1SF.D MAX D.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGHTHEFRAMEPERSHELT53&4 THROUGH THE INTEGRAL RN PERSHEET4 APPLIESTO A ANCHORS ONLY APPUESTO E ANCHORS ONLY (SEETABLE 2) (SEETABLE 3) SEE ELEVATION ON SHEET L 4" FORE ANCHORS %Mndow Design Pressure (+/-, psf) 1/8' A CAP, AIRSPACE, 1/S" A, .090' PVB, l/8' A & 11W TCAP, AIRSPACE, 1/8" A..09V PVB, 1/B' A -3/16'"ACAP; AIRSPACE, ilir A, .00' PVB, VB' A & V18' TCAP, AIRSPACE, 118' A, .090• PVB, 1/S' A Wkdow p Buck Width (En) Dimenslons 28 1 30 1 32 1 34 1 38 1 38 1 40 1 42 1 44 6,7 OR 8, A DESIGN PRESSURE —1 716 .NOM. 5/16" A/A PVB 7/16" AIR SPACE- 1/8" A GLASS— V-J EXTERIOR GLASS TYPE 6 Glass Tvses: 1 5, 5, MAX O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS 3 & 4 THROUGHTHE INTEGRAL FIN PER SHEET4 APPLIESTO B, COR DAN[HORS APPLIES TO F ANCHORS (SEETABIE 2) (SEETABLE 3) SEE ELEVATION ON SHEET I 4" FOR F ANCHORS 5116' A!A PVB 7/16" AIR SPACE — 1/8" T GLASS— EXTERIOR GLASS TYPE 6 Vsr' NOM. [ — 5/16" A(A PVB 3/8" AIR SPACE 3/16" A GLASS aEXTERIOR 100-103 GLASS TYPE 7 I m 05/15/17 - A - NO CHANGES THIS SHEET. � Y fA m n38 � � D7 C• V all, -'Co 0 of ®w gj ' Q� 'GLASS TYPES 5, 7, 9, 11, N & 15 MAY NOT BE USED IN Z "o a J eA1O I- � Q THE HVHZ ABOVE 30•. 2 U1 a $ � eQ I-- I CD C—i Z Z LL GLAZING NOTES: m "A' = ANNEALED 3: IQ-• 'H'= HEAT STRENGTHENED IT" 0 lL = TEMPERED 'PVB•=.080"TROSIFOL®PVB w ® Z Q 1"45 BY KURARAY AMERICA, INC. "SG'=.090"SENTRYGLAS®INTERLAYERBY F Z KURARAY AMERICA. INC. ¢ Z Z W eioP6 1) FOR LAMINATED GLAZING COMPONENTS, ?y j3 Vr SEE TABLE 1, SHEET 2. Q Z 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. ' K -Z Z .dl - C9 '. —� 7/8" NOM. r-- Sep _ ' 31 —3Q 5/16" A/A PVB — 3/8" AIR SPACE- 3/16" T GLASS - aEXTERIOR GLASS TYPE 8 `111111111 /r/ 3kp N( LYArA( � •,,� * No.58705 *� 1 '01VAL / /rnn+111 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6_ Window Design Pressure (+1., ps1) Glass 11, 12, 1/8' A CAP, AIRSPACE, 118" HS, .090" SG, 1/8' HS & 118-T CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 3116" A CAP, AIRSPACE, 118" HS, :OW SG, US` HS & 3116" T CAP, AIRSPACE, 118" HS, .090" SG, VB" HS Types: 13, 14, 15 & 16 118- A CAP, AIRSPACE, 3116' A, .D90' M 3116" A & 11W T CAP, AIRSPACE, 3/16" A, .090' SG, 3118' A 3116' A CAP, AIRSPACE, 3118' A, .09T SG, 3116' A & 3/16" T CAP, AIRSPACE, 3116" A, .090" SG, 3118' A Window Dinensions Buck Width (in) 28 30 32 34 38 38 40 42 44 47 60 42 +70/-110 +701.110 +701-110 -TY-110 +701-110 -701-110 +701.110 +701-110 +701-110 +701-110 .701.110 64.34 +70/.110 +701.110 +701-110 +7Od-110 +701.110 +70010 +79-110 +701.110 +71[11-110 +701-110 g M727 +701-110 +701.110 +701-110 +7a410 +701-110 +701410 +7a-110 +701-110 +701-110 Widths over T2 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +70'-110 +701-110 4T require sq 75.6 +701.110 +701-110 +701.110 +701.110 +701-110 +701410 +70'•110 araund4be- Ei 79.578 +70/-110 +701-110 +70/-110 +711I-110 -701-110 +701-110 COS. 84 +70/-110 +701.110 1 +701.110 +701.110 +701-110 hardware —1 718" NOM. r --1 7/8" NOM. MAX O.C.SPAONG IF ANCHORING NOTES: THROUGH THE FRAME PERSHEETS 3 B, 4 APPUESTO B, COR DANCHORS 1) BUCK DIMENSIONS ` (SEETABLE 2) SHOWN. SHOWN: SEE ELEVATION ON SHEET 2 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR GLAZNG NOTES: HEIGHT DIMENSION. "A" = ANNEALED 'H' - HEAT STRENGTHENED '" = TEMPERED TYPES 9 THROUGH 'PVB' _ .090' TROSIFOL®PVB NOT EIE USED WffH rIFINFRAMES BY KURARAYAMERICA, INC. NEL OR INTEGRAL "SG" _ .090" SENTRYGLAS ® INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, GLASS TYPES 5.7. SEE TABLE 1, SHEET 2. q1t1i3 & 15 MAY NOT BE U2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. THE HVHZ ABOVE 3 •--� 71W NOM. 718• NOM. �+-- 5116" H/H SG 5/16" H/H SG 5/16" H/H SG 5/16' H/H SG- 716"AIR SPACE _ ___ 7/16"_AIRSPACE - - 3!8"-AIR SPADE - - 3/8" AIR SPACE' 1/8" A GLASS 1/8" T GLASS 3/16" A GLASS 3/16" T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR GLASS TYPE 9 -1 718 ANOM. I- 7/16" A/A SG 5/16" AIR SPACE- 1/8" A GLASS — aEXTERIOR GLASS TYPE 13 7/16" A/A SG — 5/16" AIR SPACE- 1/8" T_ GLASS — aEXTERIOR GLASS TYPE 10 7/8' NOM. [ --• I V V II I GLASS TYPE 14 GLASS TYPE 11 —+{ 7/8' MOM. �+-- 7/16" A/A SG I I 1/4" AIR SPACE 3/16" A_ GLASS aEXTERIOR 100-103 GLASS TYPE 15 7/16" A/A SG — 1/4" AIR SPACE- 3/18" T GLASS- GJ EXTERIOR I V N II 1 GLASS TYPE 12 Wr NOM. GLASS TYPE 16 m 05/15/17 - JR - NO I CHANGES THIS SHEET. Y m µl � O7 •na}1 O � O J rn O o - N ®wvr v S UMCIp C) ii cD f7p G ZC9 s ui' o-a o vd U oN oma Z 7 _j o n�J�• O v a w Z Z O ~ IL U- o Go �i Z 7�4S ® J N I•-• z QZ a a1oaS z U Z 5 c� awl 'asop sauaS `��♦�a�p1Y I ...... �:. v�ISF •.l� No.58705 rAT �i C� '•��ORIDP.••'G\�: .s S�ONAl1gN�`�♦ A. LYNN MILLER P.E. P.E# 58705 EXTERIOR a ATTACHED TO r FRAMEJAMB L ATTACHED TO VENT SIDE RAIL NOTES: 1) NOT ALL OPTIONS ARE SHOWN. Fiume Height dn6 28.500'�fl499" 2 38.500°-73999' ' 3 74.000"-84OD(r 1 4 VENTTOP ATTACHEDTO FRAMEJAMB 0 ATTACHED TO VENT SIDE O RAIL 50 0 44 ATTACHEDTO — --FRAM.A -- — FRAME JAMB Cl Frame Hinge Height Length c 24.888' IT 25.000.19.89V 16' 34.OD0'-63.9W 20' 64.000'-84.000' 2V EXTERIOR a SILL VERTICAL HARDWARE Frame Qty. 2.616' —Width 6nub6en c 90.000' 2 0 30.001'-08.000" 3 46.001`-0.000" 4 2.583' .o7s OFRAME HEAD .340' OHD VENT RAIL VENT BOTTOM RAIL l S F� HORIZONTAL HARDWARE 1.168' 318' 04° .175° 1.522 .075' .7T54' ri .035°LAM HDVENT RUDEO REINFORCEMENT O GLAZIING BEAD O IG SCREEN (FRAME ----------------------- ----------- s--- II[j 6 VENT SIDE RAIL EXTEnRIOR - -- V r uv L nrY1v11YV yr llYuvYY Ivvn tLIYI) � JlJ/19 � * � NO. .7DlllD •*, � , o BOM & ASSEMBLY A J ROSOWSKI ® i CERT.OF AUTH. #29298 i�(C�s' :FCORIDP,•' G,\?� COPYRIGHT 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. "17iSIONgI PGTINDUSTRIES,INC. N. VENICE, FL 34275 w v - ��!)I+IIII11� ALL RIGHTS RESERVED (941)-480-1600 N AW5540 ,� NTS 9 OF 10 R i MD-5540A.0 �-; z- B A. L v EM ILLEORS P.E. ' I # PertY Dewription rial 1 620125 T hanne Frannie C 2 620126 Flange Frame C 3 620127 Integral Fin Frame C jAlum. 4 620128 Equal Leg/Box Frame C 6 620173 HD Vent Rail C 11 620164 HD Vent Reinforcement (Full Length) OOS-T5 15 GTP247 Weatherstrip, 65 +/-1 dum. Flex PVC 7024 MultWolnt Lock C Steel 7011 Multi -Point Lack Flat Support Plate C Steel xedes with size Tie Bar C Steel r 20222 Tie Bar Guide C Steel 7014 MulO-Lock Keeper - C Steel 71024m562PPFX #10-24 x 9/16' Phi. PH Machine Screw SS TOX34PPTX410 #8 x 31C Phi. PH Tak SS 78XI12PSAX #8 x 1-1/Z' Phi. FH Tek SS 30 20239 Awning Scissor Operator C Steel 31 20240 Awning Narrow operator C Steel 32 7MC7034 Awning Scissor Operator Track SS 33 20257 Awning Narrow Operator Bracket C Steel 35 7030 Operator Gasket While Neoprene 36 7031 Operator Backing Plate C Steel 37 20253 OperatorCooer —39— — -- -- -- - Standard Handle— _ G Steel_ 40 7018 Folding Handle C Steel 41 7019 T-Handle (Thumbtum) C Steel 42 7SX12PPMSX #832 x 1/Z' Phl. PH Machine Screw SS 43 7OS34PFAX #8 x 3/4' Phl. FH SS 44 78XIPSDX 98 x 1' Phl. FH Tek SS 50 7032HDH8/20/28 Awning 4-Bar Hinge CSteel 57 71OX12PPMSX 910 x 1/2' Phl. PH Machine Screw Be 62 720256 HD Snubber Die-cast Zinc 63 7BX12PPSMSX #8 x 1/2' Phl. PH SS 64 20187 Anchor Hole Plug PVC 65 720309 Around the Comer Hardware Package Steel 72 720135 Lem] IG Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 71646N Setting Block /6' x V x 11W), 85+/-5dwo. EPDM 80 67006 Extruded Screen Frame 84 47040 Screen Comer Key 85 7CASPM Tension Spring Be 61816C34 Screen Cloth 87 61835/24 .W Screen Spline achkWHand Rolled g0 62016GA Frame Assembly Tube Alum. W05 T5 91 620177 Shallow, Flush Cap PVC 92 620178 Deep, Flush Cap PVC 93 620132 Frame Assembly Tube End Cap r7EM771 NOTES: 1) SOME PARTS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES, PARTS #2 - 4, APPLY. 3) ITEMS # 5, 7-10, 12-14, 16.19. 28, 29, 34, 38. 45A9, 5150, 58-61, 66-71, 73. 76-77, 79. 81.83, 88, 89 8 94-99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. EXTERIOR L� MITERED FRAME 8 VENT CORNERS MTH INTERIOR AND EXTERIOR WELDS VENT ASSEMBLY DETAIL 3.500' CO -EXTRUDED 2.880' .075" .375'1I 219' J JO J-OHANNELFRAME 3.600" 0 CO -EXTRUDED 3.500' CO -EXTRUDED JEATHERST P 2.880" .076' 219" J OFLANGE FRAME 3.500' 0 CO -EXTRUDED S U 2.880' U 2.880' 075" 075' C=== 0 0 � 0 0 21 B' .219' 376' OINTEGRAL flN FRAME O EQUAL LEG/BOX FRAME FRAME OPTIONS GREEN Ut I AIL 41�-4 N 6 �j,�FRAME 1 ASSEMBLY DETAIL rl//rr� L IV �` '� •• �1cENSF •.l��� -7.VINYL AWNING WINDOW NOA (LM) 0 9!9/14 No, 58705 *_ o BOM & ASSEMBLY B e J ROSOWSKI �O o CERT. OFAUTH.#29296 �,tS G �� COPYRIGHT® 2017 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. �'� 1/1, t111110��`` PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 N AW-5540 - NTS h 10 OF 10 X z2 MD-5540A.0 � z B A L F �# 15LSLE0R, P.E.