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HomeMy WebLinkAboutProduct ApprovalM IAWDADE MIAMI-DADE COUNTY Em 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) w w.miamidade.2ov/economv 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 PER - 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 "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, 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# 16-0714.21 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. q , NOA No. 17-0614.18 €! g Expiration Date: September 24, 2020 {Q Approval Date: December 14, 2017 ! 111 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 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) 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, Durasealo' spacer system, Super Spacer®NXTTM 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. 16-0714.21) 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 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings 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) 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. 15-0430.07) Manuel Pere E. Product Control Ex m' er NOA No. 17-0 14.18 Expiration Date: September 24, 2020 Approval Date: December 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Additional, Reference Test Report No. FTL-7897 per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 04/24/15 and revised on 09/03/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0430.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 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 and White) Glass Interlayers" dated 06/25/15, 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. 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. 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. Maduel PP.E. Product Contr E: finer NOA No. 614.18 Expiration Date: September 24, 2020 Approval Date: December 14, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and 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 June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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. 15-0430.0 7) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.21) G. OTHERS 1. Notice of Acceptance No. 16-0714.21 issued to PGT Industries, Inc. for their Series "AW -5540" PVC Awning Window — LMI, approved on 09/08/16 and expiring on 09/24/20. E-3 Manuel Pe P.E. Product Control xa iner NOA No. 614.18 Expiration Date: September 24, 2020 Approval Date: December 14, 2017 E-3 Glass Type Anchor Description Min. Edge Distance Table # Sheet # 5 7/8" Laminated I.G.: 1/6" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 4,5 7 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 4,5 7 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 4, 5 7 8 718" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 4, 5 7 9 718" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 6 8 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 6 8 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 118" H Glass with .090" SG Interlayer 6 8 12 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 6 8 13 7/8" Laminated I.G.: 118" A Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 6 8 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Lites of 3116" A Glass with .090" SG Interlayer 6 8 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 1 6 8 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 1/4" Air Space + 7116" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 1 6 1 8 unoe in,erni i en ruoni in_u eonnne Group Anchor Substrate Min. Edge Distance Min. Embedment* A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Steel, A36* 3/8" 0.05T Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.050" #12 SMS (steel, 18-8 S.S. or 410 S.S.) 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #12 SMS (stee l, 1SIM S.S. or 1, 1 S.S.) P.T. Southern Pine (SG=0.55) 9116" 1-318" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 318" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 114" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre-Gator Concrete min. 3.275 ksi) 1-1/2" Grouted CMU, (ASTM C-90) 2" 2" *MIN. OF 3 THREADS BEYOND THE METAL SUB61 RA I E. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TAR[ F C- ANCHGRR INRTAI I Fn THRGI IGH INTFGRAI FIN Group Anchor Min. Edge Min. Substrate Distance Embedment' E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" �� � 4 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" FI #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 1/2" 1-3/8" Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) Steel, A36* 3/8" 0.050" #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16" 1-3/8" Aluminum, 6063-T5* 3/8" _ 0.063" Steel Stud, Gr. 33* 3/8" 0.050" Steel, A36* 3/8" 0.050" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SILICONE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT.GLASS 0 00 KODISPACE dSC� TPS 1/4" NOM. INT. GLASS "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOLO 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 & 15 MAY NOT BE USED IN • THE HVHZ ABOVE 30'. HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3/16" NOM. WITH DESICCANT EXT.GLASS SUPER 101 SPACER®NXTTM ALUMINUM REINFORCEMENT POLYISO- BUTYLENE BUTYL &ROLL-FORMEDOM. SEAL _ DESICCANT STAINLESS STEEL FOAM EXT. GLASS EXT. GLASS 02 DURASEAL® OSPAC.PP GLASS GLASS WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: 1O Material OREQUAL�FLANGLEG aED�2 Kommerling 4SG TPS Spacer System 1'r:BOX �� � 4 J -CHANNEL See this Sheet for O INTEGRAL FIN Quanex Duraseal Spacer O� o ❑ Oq �� o E-1 NOTE: SEE DETAILS AND DIMENSIONS UN SHEE 11U Part # Description Material 100 Kommerling 4SG TPS Spacer System 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 102 Quanex Duraseal Spacer Materials 103 Cardinal )(L Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 1/2" NOM.GLASS BITE TYP. DESICCANT FILL AREA �5/16" NOM. LICONE SEAL 03 XL EDGETM RPAf'FR COPYRIGHT ©2017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 EXTERIOR INT.GLASS <�71^ TYP. GLAZING DETAIL VINYL AWNING WINDOW NOA (LM) 0 9/9/14 I"I GLASS/ANCHORS/FRAME OPTIONS H2,61 J ROSOWSKI 1 Id 05/15/17 - JR -ANCHORS RE -GROUPED. I AW -5540 °� NTS �r� 20F 10 IIs! MD -5540A.0 I1zl B as complYervingarri% 4W A'trV . . `Buildkvs c3a& p -0614 yQ AccepMvwo 13�:.piGa?tizrra W By &Y LYN,v ., P��..•' UiCENSF'• No.58705 ,qN ST T ONAL A. LYNN MILLER, P.E. P.E.# 58705 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. 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. 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. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X 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 SEALING/FLASHING 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 F _ MAX. BUCK WIDTH SEE TABLES 4-6 B, SEE i rSHEET 3 i IVISIBLE SI LIGHT WIDTH TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. MAX. O.C. 28" IF WINDOW 7) DESIGN PRESSURES: WIDTH IS 36" OR LESS, 13" IF OVER 36". A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE 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, ASD, 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% 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 & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. VISIBLE LIGHT HEIGHT 4" MAX. MAX. O.C. 17-1/2" IF WINDOW HEIGHT IS 42" OR LESS, 15.2" IF OVER 42". ADDITIONAL ANCHORSFOR FRAME ASSEMBLY TUBE, A, SEE SEE SHEET 5 SHEET 3 MAX. BUCK HEIGHT, SEE TABLES 4-6 1 4" MAX. MAX. O.C. 28" IF WINDOW WIDTH IS 36" OR LESS, 13" IF OVER 36". TYP. EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE 4" MAX. O.C. J 1-1/4" MAX. �-- TYP. INTEGRAL FIN & J -CHANNEL FRAME ANCHORAGE IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLES 4-6, SHEETS 7 & 8 FRAME, GLASS & ANCHOR OPTIONS ................... VISIBLE LIGHT WIDTH � NVISIBLE LIGHT HEIGHT INSTALLATION, FLANGE & EQUAL LEG ................ 3 1-1/4" MAX. �-- TYP. INTEGRAL FIN & J -CHANNEL FRAME ANCHORAGE IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLES 4-6, SHEETS 7 & 8 MAX. BUCK WIDTH SEE TABLES 4-7 I I I VISIBLE Ir:HT WIDTH 4" MAX. I / LIGHT VISIBLE 4"M . 63" MAX. FRAME ASSFMBLYUBE LENGT' /Z)� FRAME ASSEMBLYTUBE MULL, SEE SHEET 5FOR ANCHORAGE DETAILS 127-1/4" MAX. COMBINED HEIGHT I 4" MAX. TYP. X/X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE USING FRAME ASSEMBLY TUBE/MULL 1-1/4" MAX. MAX.BUCK HEIGHT, SEE TABLES 4-6 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&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" 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 GLAZING DETAILS / DP TABLE 4 & 5 ..................... 7 GLAZING DETAILS / DP TABLE 6 ............................ 8 BOM & ASSEMBLY... ........ ....................................... 9,10 ``11111111//// %CENSE * No. 58705 �A��'•.• SAT OF (V -Z i •.jZORIDP.•'• 10NAL E�G`�• ///1111111111 A. LYNN MILLER, P.E. P.E.# 58705 Y m ILL > ()nay O m m > O Q �Zow L0 It co O Qo 51ua U N pww w v Lo O M of m 9 = JJ O rD O umo�O U- O p = Z D } U' Z UUo 0 N �Z� da oma W Z O �>� Q O O O Z v Z Q ILL LUL O O J N Z W 'o iaa4S ® LU U) ~ H z O Z Q Z Z - 7177s 0 Q K J W Lo L? o Z W Q > C7 5111 '7780 sauaS ``11111111//// %CENSE * No. 58705 �A��'•.• SAT OF (V -Z i •.jZORIDP.•'• 10NAL E�G`�• ///1111111111 A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. INSTALLATION SEE NOTE 2, THIS SHEET. OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD 1/4" MAX. SHIM EDGE DISTANCE EMBEDMENT — ► SEE SHEET 9 FOR ALL 1/4" MAX. SHIM-- HARDWARE DESCRIPTIONS EMBEDMENT FRAME OR BUCKSTRIP. 1 80 l `' a ° SEE NOTE 2, THIS SHEET.T 86 i EDGE FLANGE m EDGE EJB ENT DISTANCE o o Ll DISTANCE FRAME 8 SHOWN 6 — o TYP. ANCHOR TYPE, ___�1/4" ❑ EMBEDMENT AND EDGE° a o o TYP. ANCHOR TYPE, MAX. SHIM DISTANCE PER SUBSTRATE, ❑ ❑ 15 TYP. ANCHOR TYPE, SEE TABLE 2, SHEET 2. a G EMBEDMENT AND EDGE DISTANCE PER 62 a�� EMBEDMENTAND (SHOWN IN LOCATION USED SUBSTRATE, SEE EDGE DISTANCE PER WHEN ANCHOR IS IN-LINE TABLE 2, SHEET 2. 63 SUBSTRATE, SEE WITH THE HINGE (SHOWN IN LOCATION TABLE 2, SHEET 2. ASSEMBLY). o USED WHEN ANCHOR 11 2 LOCATION USED WHEN ANCHOR FLANGE 15 11 VISIBLE LIGHT WIDTH EXTERIOR IS IN-LINE WITH THE HD REINF. 0 IS BELOW THE HINGE ASSEMBLY. FRAME HD REINF. - EQUALX HINGE ASSEMBLY). O D 85 NOTES: SHOWN LEG/BO FRAME LOCATION USED BUCK WIDTH SHOWN WHEN ANCHOR IS 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON BELOW THE HINGE TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE HORIZONTAL SECTION A -A ASSEMBLY. LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. , 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO DADE 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. BUCK VISIBLE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4" MAX. HEIGHT LIGHT HEIGHT WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SHIM 1/4" MAX. SHIM SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. - WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. FLANGE FRAMED EQUAL LEG/BOX SHOWN FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. art'.���,.;;Y� i TYP. ANCHOR TYPE, X EMBEDMENT AND EDGE 87 LOCATION USED75� DISTANCE PER LOCATION USED SEE SHEET 9 FOR ALL WHEN ANCHOR IS ❑ SUBSTRATE, SEE TABLE WHEN ANCHOR IS O HARDWARE DESCRIPTIONS IN-LINE WITH THE 2, SHEET 2. (SHOWN IN IN-LINE WITH THE LOCATION USED WHEN PR0DU't'2-R€'%lS u'1%;b*'`It O HINGE ASSEMBLY. HINGE ASSEMBLY.aasinL ::mssn0r 72 EXTERIOR ANCHOR IS BELOW THE HINGE ASSEMBLY Aesey�taa=- JamO FRAME, F 2?EsI n�� e P EXTERIOR EQUAL -LEG 6 FIN AND/OR FLANGE MAY BE REMOVED fav _ ��iiar;;.3�JF,'d"FJ'ttst i,o'a TYP. ANCHOR TYPE, EMBEDMENT INSTALLATION INSTALLATION IN -FIELD EQUAL- AND EDGE DISTANCE PER OPTION 4 OPTION 4 LEG/BOX SUBSTRATE, SEE TABLE 2, SHEET 2. ANCHORED THROUGH ANCHORED THROUGH EXTERIOR FRAME SHOWN 1/4" MAX. SHIM FRAME INTO METAL FRAME INTO METAL �i � �� �Q ,........ '✓// ��� o �'� ,. LIGENSF'•. � VINYL AWNING WINDOW NOA (LM) 0 9/9/14 = * : Na. 58705 m a ° EMBEDMENT VISIBLE LIGHT FORMULAS o FLANGE & EQUAL-LEG/BOX FRAMES Qm] J ROSOWSKI _ ::� I. Z. WIDTH: BUCK WIDTH -6-3/4" 44/ INSTALLATION ° ° a a HEIGHT: BUCK HEIGHT -6-3/4" ® a Oma'.. TA OF ((7` OPTION 2 EDGE DISTANCE CERT. OF AUTH. #29296 s'••F<ORtD?.•''�\�� i� ANCHOREDTHROUGH is�QNAL ����\ FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. ii�� / I t ��� CONCRETE/CMu. VERTICAL SECTION B -B COPYRIGHT©2017 N. VENICE, FL 34275 I I I PGT INDUSTRIES, INC. ALL RIGHTS RESERVED (941)-480-1600 'o v `; o o AW -5540 �, NTS l 3 OF 10 o z MD -5540A.0 z B A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J -CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN 1/4" MAX. SHIM INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4" MAX. SHIM INSTALLATION OPTION 5 EDGE DISTANCE SEE NOTE 2, THIS SHEET. f EDGE DISTANCE ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD 4� EMBEDMENT TYP. ANCHOR SEE SHEET 9 FOR ALL HARDWARE DESCRIPTIONS FRAME OR BUCKSTRIP. SEE TYPE, EMBEDMENT NOTE 2, THIS SHEET. AND EDGE 80 3 EDGE DISTANCE DISTANCE PER 86 SUBSTRATE, SEE O O J-CHANNELT '' TABLE 3, SHEET 2. ❑ o o ❑ FRAME SHOWN f 0 6 1/4" MAX. SHIM � EMBEDMENT o Q � ❑ EMBEDMENT t o o TYP. ANCHOR TYPE, y — ❑� 15 0❑ EMBEDMENT AND EDGE JJ Q00 62 DISTANCE PER SUBSTRATE, SEE INTEGRAL TYP. ANCHOR TYPE, 63 TABLE 3, SHEET 2.EDGE (NAIL SHOWN) o FIN FRAME DISTANCE PER SD BSTRATE, 11 J -CHANNEL 11EXTERIOR VISIBLE LIGHT WIDTH SHOWN SEE TABLE 3, SHEET 2. HD REINF. O 1 15 FRAME HD REINF. O D 85 SHOWN — BUCK WIDTH — 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 ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. HORIZONTAL. SEE SUBSTRATE VISIBLE ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X PROPERTIES, TABLES 2 & 3, SHEET 2. BUCK LIGHT INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED HEIGHT HEIGHT DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK 1/4" MAX. SHIM OR GREATER. 1X 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 OR �� ARCHITECT OF RECORD. ❑� 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT O TYP. ANCHOR OPENING) IS MEASURED FROM BEADING TO BEADING. ENT ❑ TYPE,AND 87 EDGE SEE SHEET 9 FOR ALL DISTANCE PER HARDWARE DESCRIPTIONS SUBSTRATE, SEE DISE'_,,, nf3 �%,.-- REVISED O O TABLES 2 & 3, O�� o co o ,2 with 6�r Fluddi, 72 EXTERIOR SHEET 2. �l aiapi4gr�, +y Acz,pW5 � d X"� INTEGRAL FIN v F zg� tea" Marc _ �1 OOO FRAME SHOWN EXTERIOR INSTALLATION -� aoa OPTION 7 INTEGRAL FINANCHORED THROUGH \ \ \ \ I I III//// FRAME o SHOWN O❑ 1/4 MAX' SHIM FRAME INTO METAL ` / \ / LYNN \,,��cj0 /11/ L\GENgF MC�� INSTALLATION FVFS17BLE LIGHT FORMULAS VINYL AWNING WINDOW NOA (LM) 1219/9/14 = * ? Na. 58705 OPTION 5 ANCHOREDTHROUGH DISEDGE TANCE WIDTH: BUCK WIDTH -6-3/4" HEIGHT: BUCK HEIGHT -6-3/4" d ` J -CHANNEL & INTEGRAL FIN FRAMES .mT J ROSOWSKI IT - — 7- INTEGRAL FIN INTO 2X ¢ 41i �0'�.TA,OF 4 WOOD FRAME OR �, : T •, a BUCKSTRIP. SEE NOTE 2, EMBEDMENT CERT. OF AUTH. TYP. ANCHOR TYPE, EMBEDMENT #29296 m SDRIDP i S , �% THIS SHEET. AND EDGE DISTANCE PER 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. O \ �/ NAL COPYRIGHT ©2017 VERTICAL SECTION D -D SUBSTRATE, SEE TABLE 3, SHEET 2. N. VENICE, FL 34275 / \ \ (SCREW SHOWN) PGT INDUSTRIES, INC. ALL RIGHTS RESERVED (941)-480-1600 a �' o o AW -5540 y NTS 4 OF 10 o z MD -5540A.0 z B A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF AWNING -TO -AWNING (XX) ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) 5540 SERIES A= 63" MAX. FOR FIXED CASEMENT O p o AWNING WINDOW A) INDIVIDUAL A= 40" MAX. FOR CASEMENT AL B) COMBINED ) INDIVIDUA (SILL) COMPONENTS: 5540 SERIES AWNING WINDOW A= 60" MAX. FOR AWNING COMPONENTS: COMPONENTS: aoo FRAME ASSEMBLY TUBE/MULL 5540 SERIES VERTICAL SHALLOW, FLUSH CAP 540 SERIES AWNING SECTION F -F WINDOW A —� ANCHOR L ANCHOR o FRAME ASSEMBLY oWIN� MBLY � TUBE/MULL WNING WINDOW 4" MAX.FRAME 63" MAX. 63" MAX. Ll MIN. # 10 X 3/4" SMS @ ASSEMBLY TUBE/MULL F t_ 1IN MAX O.C. THROUGH 4„ MAX INSTALLATION EE WINOLWS 5540 SERIES aooCASEMENT WINDOW \ \ APPROVALFOR F t ANCHOR INFO. (HEAD) Q p MAXIMUM DESIGN 5540 SERIES 127-1/4" MAX. A 127-1/4" MAX. I ILL— PRESSURE WHEN CASEMENT 60" MAX. �— 60" MAX. USING THE FRAME WINDOW* /� 84 MAX /� ADDITIONAL MULLION ASSEMBLY TUBE/MULL, / / ANCHOR SEE NOTE 3, SEE NOTE 2: THIS SHEET SERIES +/- 70.0 PSF z G---- � FRAME VERTICAL CAS � � u CASEMENT WINDOW ASSEMBLY SECTION G -G (SILL) B) COMBINED TUBE/MULL- o00 COMPONENTS: 8" MAX., SEE NOTE 3, THIS SHEET EXTERIOR SHALLOW, FLUSH CAP �� FRAME ASSEMBLY 4 MAX. ADDITIONAL MULLION ANCHOR 5540 SERIES L TUBE/MULL 4" MAX. —►-� SEE NOTE 3, THIS SHEET FIXED CASEMENT WINDOW* / 8" MAX., MIN. # 10 X 3/4" SIMS @ 17" n SERIES WINDOW SEE NOTE 3, MAX O.C. THROUGH FIXE FIXED CASEMENT (LJ \ \ ANCHOR THIS SHEET INSTALLATION HOLES, SEE WINDOW (HEAD) FOR WINDOWS AANCOVALOR \ E E \ *UNDER SEPARATE APPROVAL I O. 63" MAX. A ( \ Q \ \ FRAME ASSEMBLY TUBE/MULL NOTES, ALSO SEE NEXT SHEET: \ \ 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 �— 121-1/4" MAX. TO THE FRAME ASSEMBLY TUBE/MULL, 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 PRODUCTREVSED FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY c'mp�7iag with the Fscrmla C) HORIZONTAL SECTION E 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON s:ceidm C -,de Accepiancw iUes 1 -E: SHALLOW, FLUSH CAP THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J -CHANNEL FRAMES Etas. ics<.-kw, DT e ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 5540 SERIES 5540 SERIES By AWNING AWNING 4) FOR FLANGE OR EQUAL-LEG/BOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 3/4" Pradurt c'm WINDOW WINDOW SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCT'S APPROVAL, UP TO o a 17" MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR o 1:1 E e JOINTS TO BE SEALED BY INSTALLER. LY ///// Y N N 5) THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63" IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY ��` ��N"""' •. NOT EXCEED A TOTAL OF 127-1/4" IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBE/MULL WIDTH. ��..• VICENgF 'co FRAME ASSEMBLY TUBE/MULL MIN. # 10 X 3/4" SMS @ 17" MAX O.C. THROUGH 6) SHEET 5 & 6 REFER TO UNCLIPPED MULLION MULLION ASSEMBLIES SEE VINYL AWNING WINDOW NOA (LM) Q'' '•� % T No. 58705 9/9/14 DEEP, FLUSH CAP INSTALLATION HOLES, SEE EXTERIOR WINDOWS APPROVAL FOR ASSEMBLIES. FOR CLIPPED ;� 0 TUBE MULLION UNDER SEPARATE APPROVAL, TO BE c REVIEWED BY BUILDING OFFICIAL � m'` J ROSOWSKI •, FRAME ASSEMBLY TUBE DETAILS A SEE SHEET 6 FOR FRAME ANCHOR INFO. o° o •:��`_ TAT O ASSEMBLY TUBE/MULLION DETAILS® �, . � `•.'40RIDP. •' \�� �� 0, 0 CERT. OF AUTH. #29296 ` 1070 TECHNOLOGY DRIVE m 05/15/17 - JR - NO CHANGES THIS SHEET. /OS/ONAL 111 EN 7 N, VENICE, FL 34275 p COPYRIGRIES IN PGT INDUSTRIES, INC. � a � � o � o A. LYNN MILLER, P.E. ALL RIGHTS RESERVED (941)-480-1600 AW -5540 NTS r 5 OF 10 o z MD -5540A.0 z B p.E.# 58705 ,� ILLUSTRATION OF END CAP USE WITH FIN AND J -CHANNEL FRAMES WINDOW ANCHOR SEE NOTE 2, SHEET 5 END CAP TO SPAN BOTH WINDOWS, SEAL WITH SILICONE. NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRONT VIEW 1) APPLIES TO FIN OR J -CHANNEL FRAMES. INSTALL 11 ADDITIONAL GROUP E ANCHORS THROUGH THE END CAP OR 7 ADDITIONAL GROUP F ANCHORS. 1 -11 1 ® f ®l_ FRAME ASSEMBLY TUBE/MULL 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 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". 1.250" EXTERIC a SIDE VIEW 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. _H__1_1' __ 1-1/4" 121-1/4" MAX. 1211/4.1 MAX. 121-1/4" MAX. ►- 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. (4 WINDOWS MAX.) �— 127-1/4" MAX. r� Il�� AWN. �� FIXED CASEMENT" ���� AWN. MA) 127-1/4" MAX. 255-3/4" MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) FRAME ASSEMBLY TUBE NOTE: REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET F FOR NAIL FIN ANCHORAGE DETAILS L TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL 127-1/4" MAX. A —moi i FIXED CASEMENT* 1-1/4" 255- MA MF / 127-1/4" CASEMENT" � J / AWNING 3/4" X. a j 63„ MAX J 127-1/4" F MAX. L a 127-1a MAX. J 60" MAX. - / \ / AWNING \ 1-1/4" AWNINU \ 127-1/4" MAX. / /�� A \ 255-3/4" A4 MAX' 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT A= 60" MAX. FOR AWNING '.ODUCL RE'_f iSE.iD compi7.ilg wilt dw moana aHdi g Co& —0 .1 ;Yrirrfwc® a}aie OR MORE WINDOWS (4 2MAX.) WITH HORIZONTAL WINDOWS FRAME '•.a'i:a e. Frc�sucE t.: 1.874" —� + 221" --� If REMOVE FOR ASSEMBLY TUBE/MULL. VARIOUS ' 1.874" � O FIN APPLICATIONS WINDOW TYPES AND SIZES. \�3111I11/jj .100" .375" .627" f 7 LYNN 3.250" .060,. 1.440" .060" .055" *UNDER SEPARATE APPROVAL e1�?O LICENSE M/lC� SHALLOW, FLUSH DEEP, FLUSH a Q'; ••,� 91 CAP, PVC *CAP, PVC ---{.664" VINYL AWNING WINDOW NOA (LM) 0 9/9/14 _ •f N0.58705 EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLY TUBE 6 END CAP, PVC 3 s3 2 FRAME ASSEMBLY TUBE DETAILS B Qm J ROSOWSKI o 90 FRAME ASSEMBLY ® a % O •' . AT p (V \ TUBE, ALUM 6005-T5 i T CERT. OF AUTH. #29296<ORID?.•'G\?� COPYRIGHT ©2017 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. ///,�ONAL EN 1111110 PGT INDUSTRIES, INC. N. VENICE, FL 34275 v ALL RIGHTS RESERVED (941)-480-1600 AW -5540 �, NTS v 6 OF 10 o z MD -5540A.0 z B A LYNN E.# 58705 P E TART F A - TABLE 5: Window Dimensions 43.776 45.6 52.114 m 54.72 FD 57.6 Y � 60.8 m 64.376 78.171 84 IF USING C Window Design Pressure (+/-, psf) 1/8" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 1/8" T CAP, AIRSPACE, 1/8" A_090- PVB, 1/8" A 3/16" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 3/16" T CAP, AIRSPACE, 1/8" A, .D90" PVB, 1/8" A 28 I 30 1 32 1 34 1 36 1 38 15/-70 +651-70 +65/40 1 +65/-70 1 +65/-70 1 +65/-70 +65/-70 +651-70 1 +65/-70 +65/-70 +65/-70 Window Design Pressure (+/-, psi +65/-70 +651-70 +65/-70+65/-70 Glass Types: 5, 6, 7&8 1/8" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 1/8" T CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A +65/-70 +651-70 +65/-70 3/16" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 3/16" T CAP, AIRSPACE, 1/8" A_090-- PVB, 1/8" A +65/-70 +65/-70 +651-70 +651-70 +651-70 Window +65/-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 Buck Width (in) +65/-70 +65/-70 Dimensions 28 30 32 34 36 38 40 42 1 44 48 50 52.125 54 60 42 -5O +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 O 43.776 Z +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 ~ 45.6 +/-50 +150 +/-50 +/-50 +/-50 +150 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 47.583 N+/ +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/50 +/-50 +/-50 +/-50 OW 49.745 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/50 +/-50 +/-50 +/-50 114+/-50 Q +/-50 +/-50 +1-50 +/-50 +/50 +/-50 +/50 +/-50 m d 54.72 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 = 57.6 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 s m 60.8 +/50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 64.376 +/50 +/-50 +/50 +/-50 +/-50 +/-50 68.4 +/-50 +/-50 +/-50 +/50 +/-50 APPLIES TOAANLE 2) ONLY APPLIES TOEABLE 3) ONLY (SEE TABLE 2) (SEE TABLE 3) 72.96 +/-50 +/-50 +/-50 +/50 78.171 +/-50 +/-50 +/-50 SEE ELEVATION ON SHEET 1 4" FOR E ANCHORS 84 +/-50 +/-50 TABLE 5: Window Dimensions 43.776 45.6 52.114 m 54.72 FD 57.6 Y � 60.8 m 64.376 78.171 84 IF USING C Window Design Pressure (+/-, psf) 1/8" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 1/8" T CAP, AIRSPACE, 1/8" A_090- PVB, 1/8" A 3/16" A CAP, AIRSPACE, 1/8" A, .090" PVB, 1/8" A & 3/16" T CAP, AIRSPACE, 1/8" A, .D90" PVB, 1/8" A 28 I 30 1 32 1 34 1 36 1 38 15/-70 +651-70 +65/40 1 +65/-70 1 +65/-70 1 +65/-70 +65/-70 +651-70 1 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70+65/-70 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +651-70 +64/-68.9 +651-70 +651-70 +65/-70 +65/-70 +64.3/69.3 +/-50 +65/-70 +65/-70 +65/-70 +65/-7' +65/-70 +65/-70 +65/-70 +/-50 +65/-70 1 +65/-70 1 +/50 1 +/-50 +65/-70 1 +/-63.1' c Tvoroa onoe 7/8" NOM. 1 1 +65/-70 MAY BE USED. 40 1 42 1 44 1 46 +651-70 +65/-70+651-70 (SEE TABLE 2) +65/-70 +651-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 +651-70 17!$i. +65/-70 1 +/-50 1 +/50 Glass Types:I 5, 6, 7&8 50 1 52.125 1 54 1 60 +/-50 1 +1-50 1 +/-50 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IFANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIESTO B, C ORD ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) SEE ELEVATION ON SHEET 1 4" FOR F ANCHORS 7/8" NOM. 7/8" NOM NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN • THE HVHZ ABOVE 30'. GLAZING NOTES: "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS ® INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. —+� 7/8" NOM 5/16" A/A PVB 7/16" AIR SPACE 1/8" A_ GLASS aEXTERIOR 100-103 GLASS m 0511 5/1 7 - JR - NO 5/16" A/A PVB 7/16" AIR SPACE 1/8" T_ GLASS a EXTERIOR 100-103 5 GLASS 5/16" A/A PVB 3/8" AIR SPACE 3/16" A_ GLASS a EXTERIOR 100-103 6 GLASS m LU i 5/16" A/A PVB — 3/8" AIR SPACE - 3/16" T GLASS - EXTERIOR 100-103 7 10a � o Z K O ¢O a00 TYPE � TYPE /a TYPE OU O =O 2 umo�0 Z (0 rZ o -- C) CD GLASS TYPE 8 Is CUikth fFhA&i 23 Budding t;s;& yF f CC1}iaAlLw 2';4} . Y LY N / ''� SON....... ��.. LIGENSF'•, 1<(1� No.58705 SOT •., STT OF !v\ SS10NAL ENG �• /'/1/111100 A. LYNN MILLER, P.E. P.E.# 58705 m 0511 5/1 7 - JR - NO CHANGES THIS SHEET. Y m LU i � o Z K O ¢O a00 % ILO CSNpRW � 7 /a OU O =O 2 umo�0 Z (0 rZ o -- C) CD IN SMO WV W Z V ¢ O^ � Q V O O Z v Z m LL O O ~ r � 0 o_ Iaa45 ® _Z — /n O a— 1 H Z Q Z LU a/oag O � OW Q(� J Z N � U Z J Q a121 rosa0 savas Y LY N / ''� SON....... ��.. LIGENSF'•, 1<(1� No.58705 SOT •., STT OF !v\ SS10NAL ENG �• /'/1/111100 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6: 5/16" H/H SG 7/16" AIR SPACE 1/8" A GLASS aEXTERIOR 100-103 7/8" NOM. GLASS TYPE 9 7/16" A/A SG 5/16" AIR SPACE - 1/8" A GLASS aEXTERIOR 1 7/8" NOM. GLASS TYPE 13 5/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS aEXTERIOR 00-1 7/16" A/A SG 5/16" AIR SPACE - 1/8" T_ GLASS — aEXTERIOR 7/8" NOM. GLASS TYPE 10 7/8" NOM. GLASS TYPE 14 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 APPLIESTO B, COR DANCHORS (SEE TABLE 2) SEE ELEVATION ON SHEET 1 GLAZING NOTES: "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS ® INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. 7/8" NOM. 5/16" H/H SG 3/8" AIR S PACE - 3/16" A GLASS - aEXTERIOR GLASS TYPE 11 —�{ 7/8" NOM. 7/16" A/A SG 1/4" AIR SPACE - 3/16" A_ GLASS - aEXTERIOR GLASS TYPE 15 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZABOVE 30'. 5/16" H/H SG 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR 7/16" A/A SG 1/4" AIR SPACE 3/16" T GLASS aEXTERIOR 00-1 7/8" NOM. GLASS TYPE 12 7/8" NOM. GLASS TYPE 16 m 05/15/17 - JR - NO CHANGES THIS SHEET. Window Design Pressure (+/-, psQ In LU > �_ C/>7 V8" A CAP, AIRSPACE, 118" HS, .090" SG, 118" HS & 118" T CAP, AIRSPACE, 1/8" HS, -090" SG, V8" HS Glass 9, 10, 11, 12, O 316" A CAP, AIRSPACE, 118" HS, _090" SG, 1/8" HS & 3/16" T CAP, AIRSPACE, 118" HS, 090" SG, 1/8" HS Types_ 13, 14, 118" A CAP, AIRSPACE, 3116" A, .090" SG, 3/16'A & 118" T CAP, AIRSPACE, 3116" A, _090" SG; 3116" A 16 & 16 0 S16" A CAP, AIRSPACE, 3'16" A, .090" SG, 3116" A & 3116" T CAP, AIRSPACE, 3116" A; .090" SG, 3/16" A Z CO >°z2 Window UU O U U' Buck Width (in) 'o0/ CMO Z a ¢ Dimensions 28 30 32 34 36 38 40 42 44 47 60 n w 42 +701-110 +70f-110 +70/-110 +7(Y-110 +701-110 +701-110 +70/-110 +70/-110 +701-110 +701-110 +70f-110 c 6434 +701-110 +701-110 +701-110 +701-110 +701-110 +70/-110 +70/-110 +70/-110 +70Y-110 +701-110 LL D 68727 +70/-110 +701-110 +70,'-110 +701-110 +701-110 +701-110 +70-110 +70/-110 +701-110 Widths over T 72 +70/-110 +701-110 +701-110 +70/-110 +70t-110 +701-110 +701-110 +701-110 LCU 47" require x 75.6 +701-110 +701-110 +701-110 +7&-110 +701-110 +70/-110 +70/-110 Z fJ L0 L9 arwnd-the- m 74578 +70t-110 +701-110 +70f-110 +701-110 +701-110 +70f-110 Comer 84 +701-110 +701-110 +701-110 +7&-110 +701-110 hardware 5/16" H/H SG 7/16" AIR SPACE 1/8" A GLASS aEXTERIOR 100-103 7/8" NOM. GLASS TYPE 9 7/16" A/A SG 5/16" AIR SPACE - 1/8" A GLASS aEXTERIOR 1 7/8" NOM. GLASS TYPE 13 5/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS aEXTERIOR 00-1 7/16" A/A SG 5/16" AIR SPACE - 1/8" T_ GLASS — aEXTERIOR 7/8" NOM. GLASS TYPE 10 7/8" NOM. GLASS TYPE 14 MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 APPLIESTO B, COR DANCHORS (SEE TABLE 2) SEE ELEVATION ON SHEET 1 GLAZING NOTES: "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS ® INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. 7/8" NOM. 5/16" H/H SG 3/8" AIR S PACE - 3/16" A GLASS - aEXTERIOR GLASS TYPE 11 —�{ 7/8" NOM. 7/16" A/A SG 1/4" AIR SPACE - 3/16" A_ GLASS - aEXTERIOR GLASS TYPE 15 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZABOVE 30'. 5/16" H/H SG 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR 7/16" A/A SG 1/4" AIR SPACE 3/16" T GLASS aEXTERIOR 00-1 7/8" NOM. GLASS TYPE 12 7/8" NOM. GLASS TYPE 16 m 05/15/17 - JR - NO CHANGES THIS SHEET. \�CIIIII a 111// 0tV LYNN , _ * No.58705 MSIEF (U\ s 70NAL ENG I1/1111111\ A. LYNN MILLER, P.E. P.E.# 58705 Y In LU > �_ C/>7 naa O > u o Z� O Q 74 0 } r w N w d' (0 NJww LO p a oC J ce)J 0 .fg O (7 N F U LL Ko= I-0 Z CO >°z2 UU O U U' 'o0/ CMO Z a ¢ -j o j E ATTAC FRAIv AT T SI FRAME Frame Haight Qty. Lock Pants 24.999" 12" 26 509'-36.499" 2 36.500"-73.999" 3 74.00x'-84.000" 4 NOTES: 1) NOT ALL OPTIONS ARE SHOWN. ATTACHEDI FRAMEJAME ATTACHEDI VENT SIDE RAIL ATTACHED - FRAME JAMI Frame Hinge Height Length 24.999" 12" )00"-33.999" 16" 100"-63.999" 20" l00"-84.000" 28" 2AME SILL VERTICAL HARDWARE Frame Qty. Width Snubbers < 30.000" 2 30.001"18.000" 3 48.001"-60.000" 4 2.615" I�1 2.583" ��075" —►j r►— .340" OHD VENT RAIL VENT BOTTOM RAIL 11 HD VENT REINFORCEMENT �--- ------------------------- I!f'81ArlAl\YrA\l —So CERT. OF AUTH. #29296 COPYRIGHT © 2017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 VINYL AWNING WINDOW NOA (LM) 316" —�{ .864" .175" 01 AD DE RAIL FRAMEJAMB 72 LAMI IG GLAZING BE VENT SI 9/9/14 I �I BOM & ASSEMBLY A Ism'') J ROSOWSKI I 05/15/17 - JR - NO CHANGES THIS SHEET AW -5540 ISI NTS 111 90F10 lozl MD -5540A.0 (�2) B 754" .035" yl�� 80 EXTRUDED SCREEN FRAME as c�mPlyirE3 mv:tdz iii P^$csE.� Building CL$ 3�Si7 \\NY/I''�i * No.58705 is NAI jOlilt A. LYNN MILLER, P.E. P.E.# 58705 TABLE 7 # Part# Description Material 1 620125 J -channel Frame PVC 2 620126 Flange Frame PVC 3 620127 Integral Fin Frame PVC 4 620128 Equal Leg/Box Frame PVC 6 620173 HD Vent Rail PVC 11 620164 HD Vent Reinforcement (Full Length) Alum. 6005-T5 15 6TP247 Weatherstrip, 65 +/-1 duro. Flex PVC 20 7024 Multi -Point Lock C Steel 21 7011 Multi -Point Lock Flat Support Plate C Steel 22 varies with size Tie Bar C Steel 23 20222 Tie Bar Guide C Steel 24 7014 Multi -Lock Keeper C Steel 25 71024>0562PPFX #10-24 x 9/16" Ph1. PH Machine Screw SS 26 78X34PPTX410 #8 x 3/4" Phi. PH Tek SS 27 78X112PSAX #8 x 1-1/2" PhL 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 White Neoprene 36 7031 Operator Backing Plate C Steel 37 20253 Operator Coeer 39 Standard Handle C Steel 40 7018 Folding Handle C Steel 41 7019 T -Handle (Thumbtum) C Steel 42 78X12PPMSX #832 x 1/2" Phi. PH Machine Screw SS 4378S34PFAX #8 x 3/4" Phi. FH SS 44 78XIPSDX #8 x 1" Phi. FH Tek SS 50 7032HD/16/20/28 Awning 4 -Bar Hinge C Steel 57 71OX12PPMSX #10 x 1/2" Phi. PH Machine Screw SS 62 720256 HD Snubber Die-cast Zinc 63 78X12PPSMSX #8 x 1/2" Phi. PH SS 64 20187 Anchor Hole Plug PVC 65 720309 Around the Comer Hardware Package Steel 72 720135 Lami IG Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 71646N Setting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. EPDM 8067006 Extruded Screen Frame 84 47040 Screen Comer Key 85 7CASPM Tension Spring 86 61816C34 Screen Cloth 87 61635/24 .140" Screen Spline Machine/Hand Rolled 90 620160A I Frame Assembly Tube Alum. 6005-T5 91 620177 IShallow, Flush Cap PVC 92 620178 IDeep, Flush Cap PVC 93 620132 1 Frame Assembly Tube End Cap PVC 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, 38,45-49, 51-56, 58-61, 66-71, 73,75-77, 79, 81-83, 88, 89 & 94-99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. EXTERIOR C:'�> MITERED FRAME & VENT CORNERS WITH INTERIOR AND EXTERIOR WELDS VENT ASSEMBLY DETAIL COPYRIGHT © 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED I I 84 80 87 SCREEN ASSEMBLY DETAIL X -v CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 3.500" CO -EXTRUDED WEATHERSTRIP .078' a 1 2.880" 11.375"II .219" J IMI{ O J -CHANNEL FRAME 3.500" CO -EXTRUDED WEATHERSTRIP L 2.880" .075" ---11 .219" J 375" J_ O INTEGRAL FIN FRAME FRAME ASSEMBLY DETAIL .625" 3.500" CO -EXTRUDED WEATHERSTRIP 2.880" .075" J .219" J OFLANGE FRAME 3.500" CO -EXTRUDED WEATHERSTRIP 2.880" FRAME OPTIONS VINYL AWNING WINDOW NOA (LM) KI(�Oil .075" ❑O❑ 0 0 219" J OEQUAL LEG/BOX FRAME 9/9/14 I �I BOM & ASSEMBLY B J ROSOWSKI I 05/15/17 - JR - NO CHANGES THIS SHEET. AW -5540 NTS 10 OF 10 F 61 MD -5540A.0 B �TMSmt*al.`$r31gY, W!% (M E.. 3vi14img 1'ax� �r�.ira:ion�E:ate f �j LYNN��'��� GENgF M * No.58705 O�'. STATE F •' (v� '4 0 R 11) P. - •' ' rS/ONAL ENG `�• 11111 11111 A. LYNN MILLER, P.E. P.E.# 58705