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HomeMy WebLinkAboutPW 5540 Series PVC Fixed Casement Window ImpactM IAM I•DADE MIAMI-DADE COUNTY i 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 .miamidade.eov/ecouomv 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 AHD (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 "PW -5540" PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets 1 through 13 of 13, dated 09/09/14, with revision B dated 06/06/17, 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# 16-0714.19 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0614.06 /' Expiration Date: September 24, 2020 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0415.01) 2. Drawing No. MD -5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets 1 through 13 of 13, dated 09/09/14, with revision B dated 06/06/17, 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" 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. 16-0714.19) 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 5520/5420 PVC fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 09/03/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0415.01) 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 PVC casement picture windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8128, dated 02/10/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0415.01) Jorge M. Plasencia, P.E. P�oduct Control Unit Supervisor NOA No. 17-0614.06 Expiration Date: September 24, 2020 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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. 15-0415. 01) 5. Additional, Reference test report FTL-8183 per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0415.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" Edition (2014) and FBC-6' Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 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 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 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. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.06 Expiration Date: September 24, 2020 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6t1 Edition (2017) dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. 4. 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. 15-0415.01) G. OTHERS 1. Notice of Acceptance No. 16-0714.19, issued to PGT Industries, Inc. for their Series "PW -5540" Vinyl Fixed Windows — LMI, approved on 09/01/16 and expiring on 09/24/20. Jorge M. Plasencia, P.E. ptotlnet Control Unit Supervisor NOA No. 17-0614.06 Expiration Date: September 24, 2020 Approval Date: October 12, 2017 E-3 GENERAL NOTES: SERIES 5540 IMPACT RESISTANT VINYL FIXED CASEMENT 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. B, SEE FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD SHEET 3 LITE (CAP) MUST TEMPERED. F 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X F 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 A LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX. O.C. SEE TABLES 4-13 l --I-- MAX. —I— 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 2 ILLATION, FLANGE & STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. EQUAL LEG .......................... 3 INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING MAX. JAMB O.C. J -CHANNEL .......................... STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES 9E ASSEMBLY TUBE............ AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. - 4-13 7 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 8-1: & ASSEMBLY-.. ................. - A3 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST B — _ LOADS IMPOSED ON THEM BY THE WINDOW 7)DESIGN PRESSURES: A, NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAV CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300. 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 33-113% 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-7897, 8128, 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. 1E, GLASS & ANCHOR OPTIONS ............................. 2 ILLATION, FLANGE & VARIES PER OPTIONS, SEE TABLES 4-13, SHEETS 8-12 EQUAL LEG .......................... 3 ILLATION, INTEGRAL FIN & J -CHANNEL .......................... 4 9E ASSEMBLY TUBE............ 5-6 ETAILS........................ '.ING DETAILS. . .......... ... _ ' 7 3N PRESSURES ...... ............ . 8-1: & ASSEMBLY-.. ................. - A3 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH -6-3/4" HEIGHT: BUCK HEIGHT - 6-3/4" VISIBLE LIGHT WIDTH Ift1PACT RATING DESIGN PRESSURE RATING LARGE &SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLES 4-13, SHEETS 8-12 —►-I MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) 6" MAX. D, SEE --�{- I-� MAX. O. SEE TABLE SHEET 4 VISIBLE ' LIGHT A, SEE HEIGHT SHEET3 MAX. O.C. SEE TABLES C J VISIBLE LIGHT WIDTH VISIBLE 1.25" MAX. 49 ( L -I I 6" MAX. -4 � D 121 " --] 1.25" MAX. --•-{ TYP. EQUAL-LEG/BOX & TYP. INTEGRAL FIN & J -CHANNEL FLANGE FRAME (90° CORNERS) FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) MAX O.G. SEE LIGHT HEIGHT VISIBLE C, SEE SHEET 4 MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG DR SHORT SIDE) 1 1.25" MAX. 6" MAX. MAX. OC SEE TABLES 4 1/ T �VVCJ/JII�IVVH,IVJ VJGU, •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 LIGHTWIDTH / VISIBLE LIGHT HEIGHT 6" MAX. MAX. JAMB O.C. SEE TABLES 4-9 MAX. BUCK _ HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) MAX. O.C, SEE TABLES 4-13 MAX. BUCK WIDTH SEE TABLES 4.13 (SHORT OR LONG SIDE) TYP. EQUAL-LEG/BOX & FLANGE FRAME (CURVED OR ANGLED CORNERS) MAX. O.C. SEE TABLES 4-9 1.25" MAX. VISIBLE LIGHT WIDTH _ MAX O.G. SEE TABLES 49 VISIBLE LIGHT HEIGHT --+ MAX. O.C. SEE TABLES 49 F-- MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) — � 1.25" MAX. _ MAX. BUCK WIDTH SEE TABLES 4-9 _ (SHORT OR LONG SIDE) ' TYP. INTEGRAL FIN & J -CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06By Expiration Date 09/24/2020 Miami -J d Product Control JR - 06/06/17 -UPDATED ANCHORAGE TO FBC 2017. 0 Y m W > w 6) O U` N 'W 707� V M .(g 0 Il Q uMo�p O U U o ©� Z W Z r �` � DMa W � �Z � r O U � ; O ~ W r Z J W W ® N W � ]aa4S Q Cl) H Z Q W Q 71075 O U- K Lo Cr Y W U) `0Iulillilr/1777 No. 58705 � TSTTE OF (U\ /777/;o�iAL /11111111000 O Z W � a>1 osap saueg A. LYNN MILLER, P.E. P.E.# 58705 I ACLC l Glass Type Anchor Description Min. Edge Distance Table # Sheet # 7 718" Laminated LG.: 1/8" A Exterior Cap + 7/16" Air Space + 5/ 16" Laminated; (2) Lites of 118" A Glass with .090" PVB Infedayer 4 8 8 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with .090" PVB Interlayer 5 8 9 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 6 9 10 7/8" Laminated I.G.: 3115" T Exterior Cap + 3/8" Air Space + 5/16" Laminated, (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 9 11 1" Laminated I.G.: 118" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Intedayer 7 9 12 V Laminated LG.: 3/16" A Exterior Cap + 3/8" Air Space + 7116" Laminated; (2) Lites of 3116" A Glass with .090" PVB Interlayer 8 10 13 1" Laminated LG.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 9 10 14 1" Laminated I.G.: 3/10' A Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 10 11 15 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated, (2) Lites of 3/16" A Glass with _090" SG Interlayer 11 11 16 1" Laminated I.G-: 1/8" T Exterior Cap + 7/16" Air Space + 7116" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 12 12 17 1" Laminated l.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7116" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 13 12 'Ell E o. ANCHORS INS7nl i cn TH- nl Ir1H PRAMP Group Anchor Substrate Min. Edge Distance Min. Embedment' P.T. Southern Pine (SG=.55) 3/8" 2-7/16" #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" F Steel, A36* 3/8" 0.050" Steel Stud, A653 3/8" 0.0451" (18 Ga.) " 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" 1-114" B #12 SMS (steel, 18-8 S.S. or 410 S. . S. P.T. Southern Pine (SG=0.55) 9/16" 1-3/81' Steel, A36* 3/8" 0.050" _(1 Steel Stud, A653 Gr. 33* 3/8" 0.0451" 8 Ga .) Aluminum, 6063-T5* 3!8" 0.063" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 114" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" 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" 1-114" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-314" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" D 1I4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" -1 1/4" steel Aggre-Gator . .275 ksi Concrete (min3 -1 Grouted CMU, (ASTM C-90) 2" 2" TABLE 3' ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min. Edge Min. Distance Embedment* E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" UZ 2-1/2" Ring -shank Roofing Nail P.T. Southem Pine (SG -3/8" 2-7/16" F #10 Tmsshead 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* 318" 0.050" 1 #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* 316, 0.063" Steel Stud, Gr. 33* 3/8" 0.050" Steel, A36* 3/8" 0,050" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. "A"= ANNEALED "H" = HEAT STRENGTHENED "T" =TEMPERED "PVB" = .090" TROSIFOL O PVB BY KURARAY AMERICA, INC_ "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL O FIN FRAMES GLASSTYPES 7, 9, 12, 1, 14 MAY NOT BE USED IN THE ® HVHZ ABOVE 30'. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW; Leo o�I �o FLANGE EQUAL BOX LEG R 120 ksi UZ 2 4 pJ-CHANNEL 90 ksi �INT F NRALo gEIE 57 ksi 96 ksi 1 3 NOTE; SEE DETAILS AND DIMENSIONS ON SHEET 13 ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13, SHEETS 8-12. LONG LONG LONG i"- SIDE -I 'r-+ SIDE _� I-- SIDE _� +{ SSIDET --- --- -- --/ j r- - 0o if 2N LONG LONG LONG LONG LONG O SIDE SIDE "'- F'- SIDE -.- F"� SIDE -�{ �- SIDE -�-{ z Tr-- fir- �F o j 0 o 09 j �� o �� o w°- 0N' �/ �N 4 0m MW 1L J LL J * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gatore 57 ksi 96 ksi Elco UltmCono 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel 6md 33 ksi 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 THIS SHEET, \j11 , ,,,,,, rr`// OXY LYNN, No. 58705 S X181: i � �'•F,t OiiibP.•'• �� // ®r rNAL tE "��`� A_ LYNN MILLER, P.E. P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1800 COPYRIGHT©2017 PGT INDUSTRIES, INC. CERT, OF AUTH.#29296 ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9/14 o GLASS/ANCHORS/FRAME OPTIONS m 2J ROSOWSKI PW -5540 NTS 2 OF 13 oz MD -5540.0 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 THIS SHEET, \j11 , ,,,,,, rr`// OXY LYNN, No. 58705 S X181: i � �'•F,t OiiibP.•'• �� // ®r rNAL tE "��`� A_ LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a EQUAL- LEG/BOX FRAME SHOWN INSTALLATION OPTION 2 ANCHOREDTHROUGH FRAME DIRECTLY INTO CONCRETE/CMU. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRF INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT EMBEDMENT EDGE DISTANCE —' SHIM MAX,114 MAX. ® J a , _ T 2 4 SHIM -- q U EDGE m ��O' �� EDGE 5 EMBEDLMENT DISTANCE DISTANCE a1 8 1"THICK I.G. n \ a V TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, Q O �11 'MAX. SHIM EMBEDMENT AND EDGE ° EMBEDMENTAND DISTANCE PER a a = a ,. a� �a EDGE DISTANCE PER TYP. ANCHOR TYPE, SUBSTRATE, a SUBSTRATE, SEE EMBEDMENTAND SEE TABLE 2, SHEET 2. I TABLE 2, SHEET 2. r1 EDGE DISTANCE PER �LJI SUBSTRATE, SEE7/8" THICK I.G. ,Q TABLE 2, SHEET 2. o VISIBLE LIGHT WIDT7 FLANGE EXTERIOR FEQUAL- RAME S SHOWN a FRAME L NOTES: BUCK WIDTH FRAME SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS - LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT HORIZONTAL SECTION A -A 7/8" THICK I.G. AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE PRODUCT REVISED as complying with the Florida WINDOW. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. Building Code 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2. NOA-No. 17-0614.06 PER TABLE 2, SHEET 2, ALL WOOD BUCKS LESS THAN 1/4" MAX. Expiration Date 09/24/2020 1-1/2" THICK ARE TO BE CONSIDERED 1X SHIM INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF �#l(OR 412 STEEL 1/4" MAX. SHIM By �/J------. UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SMS (G5), SEE Miami -D a Product Control BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR TABLE 2, SHEET 2 �O 1"THICK I.G. GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE 0 DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN ENGINEER R AIRCH TECT OF RECORIDILITY OF THE VERTICAL SECTION B -B 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED EQUAL TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. FLANGE FRAME SHOWN C J, TYP. ANCHOR TYPE, EMBEDMENTAND FRAME EDGE DISTANCE PER INSTALLATION SUBSTRATE, SEE OPTION 4 TABLE 2, SHEET 2. ANCHORED THROUGH FRAME INTO METAL 1/4" MAX. SHIM e EMBEDMENT EDGE DISTANCE VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT- 6-3W' VINYL FIXED CASEMENT WINDOW NOA (LM)o 9/9/14 FLANGE & EQUAL-LEG/BOX FRAMES 161 J ROSOWSKI PW -5540 1,21 NTS 3 OF 13 MD -5540.0 B \\\0, 4y LYNN No.58705 �'. j -O STT F''CV` i S -� ®NAL EN A. LYNN MILLER, P.E. P.E.# 58705 EQUAL LEG/BOX FRAME SHOWN EXTERIOR a INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF ® RUTH. #29296 COPYRIGHT©2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM)o 9/9/14 FLANGE & EQUAL-LEG/BOX FRAMES 161 J ROSOWSKI PW -5540 1,21 NTS 3 OF 13 MD -5540.0 B \\\0, 4y LYNN No.58705 �'. j -O STT F''CV` i S -� ®NAL EN A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J -CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. �— J-CHANNEL FRAME SHOWN BUCK VISIBLE LIGHT HEIGHT HEIGHT EXTERIOR a INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) NOTES 1/4" MAX. SHIM EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 7/8" THICK I.G. 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 BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-1/2" THICK 1" THICK I.G. 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 OPENING) IS MEASURED FROM BEADING TO BEADING. --I EMBEDMENT VERTICAL SECTION D -D J -CHANNEL FRAME SHOWN 1" THICK I.G. INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN -s.�I 1/4" MAX. SHIM INTO 2X WOOD FRAME OR BUCKSTRIP. ice- EDGE DISTANCE SEE NOTE 2, THIS SHEET. I 7/8" THICK LG. EXTERIOR VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C -C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. .AAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2 1/4" MAX. SHIM #10 OR #12 STEEL _ SMS (G5), SEE _ TABLES 2 & 3, SHEET 2. INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL, SEE TABLE 3, SHEET 2. 1/4" MAX- INSTALLATION �SHIM OPTION 6 ANCHORED THROUGH EDGE DISTANCE FRAME INTO 2X WOOD (941)-480-1600 FRAME OR BUCKSTRIP. SEE O NOTE 2, THIS SHEET. 1" THICK I.G. INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN -s.�I 1/4" MAX. SHIM INTO 2X WOOD FRAME OR BUCKSTRIP. ice- EDGE DISTANCE SEE NOTE 2, THIS SHEET. I 7/8" THICK LG. EXTERIOR VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C -C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. .AAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2 1/4" MAX. SHIM #10 OR #12 STEEL _ SMS (G5), SEE _ TABLES 2 & 3, SHEET 2. INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL, SEE TABLE 3, SHEET 2. 1/4" MAX- �SHIM N. VENICE, FL 34275 EDGE DISTANCE VISIBLE LIGHT FORMULAS (941)-480-1600 WIDTH: BUCK WIDTH - 6-3/4" O HEIGHT: BUCK HEIGHT -6-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) 1/4" MAX. SHIM 7 I� U� FIN AND/OR - FLANGE MAY BE REMOVED IN -FIELD EXTERIOR INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET 2. IEMBEDMENT re INTEGRAL TYP. ANCHOR TYPE, FIN EMBEDMENT AND EDGE FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 3, SHEET 2. (NAIL SHOWN) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 CHANGES `\11111111/// / �O V LYN!d�yj�''% No.58705 ' '/,S! 1 ONAL 0N \\. A. LYNN MILLER, P.E. P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 O COPYRIGHT©2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9/14 o J -CHANNEL & INTEGRAL FIN FRAMES am' J ROSOWSKI N PW -5540 NTS 4 OF 13 � z MD -5540.0 B h Expiration Date 09/24/2020 CHANGES `\11111111/// / �O V LYN!d�yj�''% No.58705 ' '/,S! 1 ONAL 0N \\. A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF FIXED CASEMENT - TO -FIXED CASEMENT (00) EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDMDUAL COMPONENTS: 0 SERIES FIXED CASEMENT FRAME ASSEMBLY TUBE/MULL ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/0) LFLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED B) COMBINED COMPONENTS: 8" MAX., SEE NOTE 3, THIS SHEET 4" MAX _ ADDITIONAL MULLION ANCHOR 4" MAX. —®-� SEE NOTE 3, THIS SHEET 63" MAXH/,E COMPONENTS: 5540 SERIES SECTION F -F AWNING WINDOW"/ THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OFWINDOW E /Z 17" MAX Q.C. THROUGH j INSTALLATION HOLES, - SEE WINDOWS "�4r(" APPROVALFOR ANCHOR INFO. �«- 127-1/4"MAX. ^{ C) HORIZONTAL SECTION E -E: 5540 SERIES FIXED CASEMENT WINDOW FRAME ASSEMBLY TUBE/MULL - DEEP, FLUSH CAP - SEE SHEET 6 FOR FRAME ASSEMBLY TUBE/MULLION DETAILS WINDOW ANCHOR SHALLOW, FLUSH CAP A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT A I) HON"D"A- A= 60" MAX. FOR AWNING 5540 SERIES CASEMENT WINDOW" FRAME I"'SII ASSEMBLY TUBE/MULL 5540 SERIES/ , FIXED CASEMENT / WINDOW / I 84" MAX 'UNDER SEPARATE APPROVAL FRAME ASSEMBLY TUBE/MULL NOTES, ALSO SEE NEXT SHEET: 127-1/4" MAX. B) COMBINED COMPONENTS: - A ---� r /\/ \ 1 / 8" MAX., SEE NOTE 3, THIS SHEET 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITYAND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2) ANY 5540 -SERIES CASEMENT (UNDER SEPARATE APPROVAL), AWNING (UNDER SEPARATE APPROVAL) OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE/MULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN, FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOW'S INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY . COMPONENTS: 5540 SERIES SECTION F -F AWNING WINDOW"/ THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OFWINDOW // IM FRAME 17" MAX Q.C. THROUGH ASSEMBLY INSTALLATION HOLES, - SEE WINDOWS "�4r(" APPROVALFOR 5540 SERIES CASEMENT WINDOW" FRAME I"'SII ASSEMBLY TUBE/MULL 5540 SERIES/ , FIXED CASEMENT / WINDOW / I 84" MAX 'UNDER SEPARATE APPROVAL FRAME ASSEMBLY TUBE/MULL NOTES, ALSO SEE NEXT SHEET: 127-1/4" MAX. B) COMBINED COMPONENTS: - A ---� r /\/ \ 1 / 8" MAX., SEE NOTE 3, THIS SHEET 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITYAND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2) ANY 5540 -SERIES CASEMENT (UNDER SEPARATE APPROVAL), AWNING (UNDER SEPARATE APPROVAL) OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE/MULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN, FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOW'S INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY . 127-1/4" MAX. ADDITIONAL MULLION ANCHOR SEE NOTE 3, I THISSHEET EXTERIOR a VERTICAL SECTION G -G FRAME ASSEMBLY TUBE/MULL MIM #10X314"SIMS @17"MAX O.C. THROUGH INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR ANCHOR INFO. 5540 SERIES FIXED CASEMENT WINDOW (HEAD) 5540 SERIES AWNING (SILL) W, FLUSH CAP ASSEMBLY 5540 SERIES CASEMENT WINDOW (HEAD) SHALLOW, FLUSH CAP 5540 SERIES CASEMENT WINDOW (SILL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 THIS SHEET. 5540 SERIES VERTICAL SECTION F -F WINDOW 4'MX.ANCHOR r AX. 4" THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OFWINDOW MIN. # 10 X 3/4"SMS @ Il � 17" MAX Q.C. THROUGH „MAX INSTALLATION HOLES, - SEE WINDOWS "�4r(" APPROVALFOR ANCHOR INFO. 127-1/4" MAX. ADDITIONAL MULLION ANCHOR SEE NOTE 3, I THISSHEET EXTERIOR a VERTICAL SECTION G -G FRAME ASSEMBLY TUBE/MULL MIM #10X314"SIMS @17"MAX O.C. THROUGH INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR ANCHOR INFO. 5540 SERIES FIXED CASEMENT WINDOW (HEAD) 5540 SERIES AWNING (SILL) W, FLUSH CAP ASSEMBLY 5540 SERIES CASEMENT WINDOW (HEAD) SHALLOW, FLUSH CAP 5540 SERIES CASEMENT WINDOW (SILL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 THIS SHEET. 5540 SERIES 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE FIXED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OFWINDOW CASEMENTINSTALLED THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J -CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWNON PMIN.#10X3/4" SHEET 6. 1\QNY LYiVA(4) FOR FLANGE OR EQUAL-LEGBOX FRAMES, THE FRAME ASSEMBLYTUBE TO BE FASTENED 1070 TECHNOLOGY DRIVE `�1,ICENg "•TOWINDOW, AS SHOWN IN DETAILS,WITH MIN. #10X 314" SHEET METAL SCREWS. USE THE N. VENICE, FL 34275 NZZSMS �PRODUCT'S SAME SPACING AND QUANTITYAS THE WINDOW INSTALLATION ANCHORS GIVEN INTHAT ynT r No. 58705.C. @ 17" APPROVAL, UP TO 17"MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE (941)-480-1600 _' THROUGH FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR•; G EXTERIOR INSTALLATION HOLES, SEE �I WINDOWS APPROVAL FOR JOINTS TO BE SEALED BY INSTALLER. ® CERT. OF AUTH. #29296 COPYRIGHT RIG 7 S RESERVED INDUSTRIES, INC. ALL RIGHTS RESERVED _ - +^�f l y'- dT °. y ANCHOR INFO. v 5) THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63" IN LENGTH OR BE USED IN TEE OR •.'��` STATE F •'•'P<OR1DP..-" CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED ATOTAL OF 127-1/4" °' '' VINYL FIXED CASEMENT WINDOW NOA(LM) 9/9/14 �S moi/ ' °' IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME S ASSEMBLY TUBE/MULL WIDTH. o FRAME ASSEMBLY TUBE DETAILS A am J ROSOWSKI �oAL v PW -5540 NTS r 5 O 13 oz MD -5540.0 B A. LYNN MILLER, P.E. P.E.#58705 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR 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. END CAP TO SPAN BOTH WINDOWS, SEAL WITH INSTALL 11 ADDITIONAL GROUP E ANCHORS THROUGH THE END CAP —�. 127-114" MAX. OR —+•-� 127-114" MAX. WINDOW ANCHOR — SIL€CONE. 7 ADDITIONAL GROUP F ANCHORS, 63" MAX. -�- SEE NOTE 2, SHEET 5 63" � 1-114" o MAX. FIXED � 127-1/4"I- FIXED FIXED J MAX. L o❑ a FIXED FIXED W TH _ 2 OR MORE WINDOWS VERTICAL F� D 127-1/4" \ I FRAME ASSEMBLY TUBE/MULL. (4 WINDOWS MAX.) MAX. 255-3/4" o 1-1/4" 127-X. ®— 127-1 /4" MAX. EXTERIOR MAX. I /� FIXED MAX. L / \ F/ED � % � �� MAX . 2 0R MORT MAX.) /AwN.'\ /AWIJ.\ HORIZ NTALWINDOWS WITH HORIZONTAL FRAME AME cASIEMENT + ASSEMBLY TUBE/MULL. �— tj 127-1/4" MAX. -�— 255-3/4" MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME PRODUCT REVISED SIDE VIEW ASSEMBLY TUBE/MULL, VARIOUS WINDOW as co ng lCodewith the Florida TYPES AND SIZES (4 WINDOWS MAX.) NOA-No. 17-0614.06 A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT Expiration Date 09/24/2020 FRAME ASSEMBLY NOTES FOR FRAME ASSEMBLY TUBE END CAP: TUBE/MULL A= 60" MAX. FOR AWNING D -''- FRONT VIEW A Mia i -D ' Product Control 1) APPLIES TO FIN OR J -CHANNEL FRAMES. FRAME ASSEMBLY TUBE NOTE: _ 'UNDER 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. REFER 70 SHEET 5 FOR THROUGH -FRAME , 1_1/4^ FIXED SEPARATE ANCHORAGE AND THIS SHEET CASE. APPROVAL FOR NAIL FIN ANCHORAGE DETAILS �r 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. IN TRIMMING, STANDARD LENGTH IS 14". L TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL 127-1/4' f 255-3/4" 4) END CAP MAY REQUIRE -FIELD \ MAX. MAX. 127-1/4" / MAX. NO CHANGES THIS SHEET. - / CASE.' -, 1.250" J a AWN.' I . 1.874" _ IJ_ 1.874" --�� 221" REMOVE FOR � FIN APPLICATIONS 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBERNULL. VARIOUS WINDOW TYPES AND SIZES. III 1 t 11111 /f/` '100 .a75 .627" � � \.1`oV LYIVv \�`` 3.250" os0° J 060" SHALLOW, FLUSH 92 DEEP,FLUSH O 1.aff ao" .oss" J 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 NO. 58705 '. s1 CAP, PVC CAP, PVC�- ® EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. 93 FRAME ASSEMBLYTUBE O END CAP, PVC COPYRIGHT© 2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED STAT OF (v\ O FRAMEAssEMBLv 90 TUBE, ALUM 6005-T5 VINYL FIXED CASEMENT WINDOW NOA (LM) 919/14 o ,• % �S; ,FcoRIDa.. i . o FRAME ASSEMBLY TUBE DETAILS B o m J ROSOWSKI PW -5540 NTS 6 OF 13 o z° MD -5540.0 1�1B A. LYNN MILLER, P.E. P.E.#58705 N � y 7/8" NOM. 5/16" A/A PVB 7/16" AI R SPACE — 1/8" A GLASS - aEXTERIOR 7/16" A/A PVI 7/16" AIR SP 1/8" TT G < E: GLASS TYPE 7 1" NOM. —' 7/16" A/A SG — 3/8" AIR SPACE 3/16" T GLASS EXTERIOR GLASS TYPE 11 1" NOM. —�-- GLASS TYPE 15 GLAZING NOTES: -- "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090"TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG" =,090" SENTRYGLASO INTERLAYER BY KIJRARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 5/16" A/A PVB 7/16" AIR SPACE 1/8" T GLASS - G] EXTERIOR 7/16" A/A P 3/8" AIR S 3/16" A C Ek 7/8" NOM. A GLASS TYPE 8 1" NOM. 7/16" H/H SG — 7/16" AIRSPACE - 1/88' T GLASS - aEXTERIOR GLASS TYPE 12 1" NOM- —�^{ GLASS TYPE 16 fW14THROUGH WITH GRAL –01 7/8" NOM. 5/16" A/A PVB 3/8" AIR SPACE - 3/16" A GLASS- EXTERIOR 7/16" A/A PVB — 3/8" AIR SPACE - 3/16" T GLASS - a EXTERIOR 7/16" H/H SG 3/8" AIRSPACE - 3l16" T GLASS - aEXTERIOR GLASS TYPES 7, 9, 12, & 14 MAY NOT BE USED IN THE ® HVHZABOVE 30'. GLASS TYPE 9 1" NOM. -► GLASS TYPE 13 1"NOM. GLASS TYPE 17 —1 7/8" NOM. 5/16" A/A PVB 3/8" AIR SPACE - 3/16" T GLASS - G] EXTERIOR 7/16" A/A SG -- 3/8" AIR SPACE 3/16" A GLASS - aEXTERIOR EXTERIOR a GLASS TYPE 10 1"NOM. GLASS TYPE 14 1/2" NOM.GLASS BITE TYP. TYP. GLAZING DETAIL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 NO CHANGES THIS SHEET. 0 z W U c Y U) m . ay > w tY p �Q � rn O o 0 cN 0 a3"0 0� �w M 0 Z LL CO:) = ly U Uo ©� 0 z N LLJ _ O w a Z � o z Z U j ?� LL 0 z W ® W aa45 QJ = U F Z z Q LU 0 alo'S o Ln o X (D z U J Z N � > J 0 d apil '�sa4 sauag 0` tAY LYNN No. 58705 _ 0'�, s I-E�OF gv441; i SS....... 0 ' 10NAL 0 `\� A. LYNN MILLER, P.E. P.E.# 58705 TABLE 4: Window Design Pressure, (+I- psi Use lois fable for Glass 118" A Cap -Airspace -5/16" A/Awith PVB Type- Window Long Side (in) TABLE DIMENSIONS MAYBE Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR 18 +15Q +/-50 +/-50 +/-50 +/-50 t1-50 +!-5Q +1-54 +/-50 +/-50 +/-50 +/-50 HORIZONTALLY AS SHOWN. 20 +/-50 +1-50 +/-50 +1.50 +/-50 +/-50 +1-50 +1-50 +J-50 +/-50 +/-50 +/-50 LONG i SIDE 22 +/-50 +1-50 +/-50 +1-50 +1-50 +/-50 +1-5 +l-50 +/50 +1-50 +1-50 I +/-54 f-+— LONG SIDE 24 +/-50 +1-50 +1-50 +l-50 +/-50 +1-50 +1.50 +1-50 +1-50 +1-50 +/-50 +1-50 26 +1-50 +/-50 +/-50 +f-50 +1-50 +1-50 +/-50 +/-50 +1-50 +1-50 +1-50 +J-50 SHORT 28 +/-50 +/-50 +/-50 +1-50 +150 +t-50 +/-50 +/-50 +1-50 +l-50 +/-50 +1.50 SIDE /J1 30 +/-50 +/-50 +/-50 +/-50 +/•50 +/-50 +/-50 +1-50 +l-50 +/-50 +l-50 yy SHORT � J� SIDE r� m 32 +l-50 +/-50 +1-50 +/-50 +1-50 +/-50 ti -50 +1-50 1 +1-50 +/-50 B 34 t/-50 +)50 +1-50 +/-50 +1-50 +/50 +1-50 +150 +/-SD on s 36 +1-50 +/-50 +/-50 +1-50 +1-50 +1-50 +/-50 +150 LONG SIDE —� to 38 +/-50 +1-50 +/-50 +1-54 +/-50 +1-50 +150 40 +1-50 +1-50 +i-50 +/-50 +/-50 +/-50 SHORT LONG 42 +l50 +1-50 +/-50 +1 SIDE +/-50 SIDE �/ SIDE 44 +1-50 +1-50 +/-50 +/-50 46 +/-50 +/50 +1-50 48 +150 +1-50 51.05 +/-50 SHORT SIDE TABLE 5'11 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. MAX.O.C. SPAGtNGiFANCHORING MAX. O.0 SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS3&4 ThiROi1GHTHEINTEGRAL FIN PER SHEET4 APPLIES TO A, R,COR DANCHORS APPUES TC EOR FANCHORS (SEETABLE 2) (SfETABIE 3} �,. 4„ PRODUCT REVISED as complying with the Florida Building Code MOA -No. 17-0614.06 Expiration Date 09/24/2020 By NO CHANGES THIS SHEET. 0 0 0] Ld1 Z co 'nay >—d• w s o if) G N Z O M 0-1 LL. c�0 ^ s Q unap 0 7 = LLT T O u O o o Z W — c0 i- 'ON F z V a¢ O `JMo > P z 0 z ^ r U LU LL H -j O Z ¢ 'o W ® N W LU ;aa45 OfQ U UU Z Q W aL fE a X d o v Z W > C) O a;1l1 asap saua5 r o�tY LYrY,� ` ...... & If j/ is 61 No. 58705 0 . STATE F tS NAL EN ` 11110 A. LYNN MILLER, P.E. RE # 58705 Window Design Pressure, (+f- psf) Use this Mme for Glass $ 1/8"T Cap -Airspace - 5/16" A/A with PVB Tyne: Window Long Side (n) Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 32 +l50 +7-50 +1-50 +1-50 +J50 +/-50 +/50 +150 +/-50 +J50 +/-50 +150 +/-60 34 +150 +1-54 +/-5D +/SO +150 +/-50 +/-50 +l50 t1-50 +/-50 +/-50 +/-47.3 +1-46.7 36 +/50 +1-50 +t-50 +l-50 +l50 +/-50 t1-50 +l50 +/-50 +/-50 +1-47.5 +1+15.4 +l-44.6 38 +/50 +/-50 +f50 +/50 +/-50 +1-50 +/5Q +l-50 +/-49.1 +1-46.1 +/43.9 44 +/50 +f-50 +/-50 +1-54 +/50 +/-50 +/-50 +150 - +/-50 +1-48.2 +/-45.1 42 +l50 +/-50 +/-50 +/-50 +l50 +/-50 +1-50 +l50 +1•49,8 +l-47.4 .e 44 +150 +/-50 +/-50 +f-50 +/50 +1-50 +/-50 +l50 +148.9 9 � 46 +150 +1-50 +1-50 +h50 +150 +/-50 +1-50 +1-49.9 0 48 +/SO +i-54 t/-50 +1-50 +/5Q +/-50 +1-50 z � 50 +/5Q +/-50 +/-50 +;-50 +tSQ +/-50 . .- MAX. O.C. SPACINGIF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 52 +/SO +/-50 +/-50 +f50 +!-5Q 54 +/50 +1-50 +r'-50 +/-50 APPLIES TO A, B,CORDANCHORS APPLESTO EOR FANCHORS (SEETABLE3)926 6 +/50 +/-50 +/-50 P60 +!-5Q +;-50(SEETABLE2) 1S" 3.5" FOR E ANCHORS, 4" FOR F ANCHORS +l50 PRODUCT REVISED as complying with the Florida Building Code MOA -No. 17-0614.06 Expiration Date 09/24/2020 By NO CHANGES THIS SHEET. 0 0 0] Ld1 Z co 'nay >—d• w s o if) G N Z O M 0-1 LL. c�0 ^ s Q unap 0 7 = LLT T O u O o o Z W — c0 i- 'ON F z V a¢ O `JMo > P z 0 z ^ r U LU LL H -j O Z ¢ 'o W ® N W LU ;aa45 OfQ U UU Z Q W aL fE a X d o v Z W > C) O a;1l1 asap saua5 r o�tY LYrY,� ` ...... & If j/ is 61 No. 58705 0 . STATE F tS NAL EN ` 11110 A. LYNN MILLER, P.E. RE # 58705 MAX. O,C. SPACING IFANCHbR1NG MAX. O.C. SPACIN6IF ANCHDRlNG THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO A, B,COR DANCHORS APPLIES TO EOR FANCHORS (SEE TABLE 2) ISEE TABLE 3) 75" 3.S" FOR E ANCHORS, 4" FOR F ANCHORS PRODUCT REVISED TABLE 6 as complying with the Florida Window Design Pressure, (+1- psfj Use th's abs Building Code NOL.-No. 17-0614.06 3/16"A Ca -Airspace-5/16"AIA with PVB fo 0ass 9&10 Expiration Date 09/24/2020 Type: T 3/16" T Ca -Airs ace - 5/16" AIA with PVB TABLE DIMENSIONS MAYBE 1 - Window Long Side (in) ORIENTED VERTICALLYOR By Miami-D a Product Control Dimensions 60.925 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. 32 r-+-1--50--F+/-5o +1.50 +l-50 +/--50 +/-50 +150 +/-50 +1.50 +1-50 +/-50 +1.50 +JSO LONG SIDE 34 +/SO +/-50 +/-50 +1-50 +l-50 +/-50 +150 +/-50 +/-50 +/-50 +1-60 +!-50 +150 �-+— LONG SIDE —►{ �/ 36 +lSO +/-50 +/•56 +t_r_,p +l-50 +1_��ry +150 +i-50 +/-50 +1-50 +1•50 +1-50 +150 -1- � 38 38 +l50 +/-60 +i-50 +/-50 +/-50 +/-50 +ISO +/-50 +1-50 +/-50 +/-50 +,'-50 5a +,�aa +/aa +laa +rao APPLIES TO B,COR DANCHORS APPLIES 70 FANCHORS {SEE TABLE?) (SEETABCE 3) 56 +l-70 +/-70 +/-70 58 +l-70 +J -7a 15.5" 4" 60.926 +l-76 SNORT 40 +150' +/-50 +/-50 +/-50 +i-50 +/-50 +ISO +/-50 +1.50 +1-50 +/-50 SIDE �� 42 +/So +/-50 +/-50 +1-50 +1-50 +/-50 +/50 +/-50 +1-50 +i-50 SHORT �— NO CHANGES THIS SHEET, SIDE 44 +! 50 +/-5C +1-50 +1-� +1-50 +/- 0 +/50 +1-50 +l-50 v m 46 +lSO +1-50 +r'-50 +f50 +t-50 +/-50 +150 +1-50 a 48 +150 +/-50 +/-50 +/-50 +/-50 +/-50 +ISO LONG SIDE —.-j 60 +J•50 +/-5o +/-50 +/-50 +/-50 +/-EO +1-50 +J-50 +/-50 52 +150 +1-50 SHORT LONG 54 +/SO +l-50 +/-50 +1-50 SIDE �/ �� SIDE 00 56 +f-50 +l-50 z v Y •nay +1-50 > 58 +.r-50 +1-50 w Cn O 60.826 +l50 >- ti N > O aaoo (� N Z W V SHORT I- O C0 -00 -� � XF, SIDE I'T 0 J o a �n ❑ TABLE 7' z LL `Z Q uMa;O Window Design Pressure, {+i- psf� Use a,ls table U U d oa for Glass -U co Iz Z =U' a IN 718" TCap -Airspace - 7l16" AIA with PVB Type, I-' o W a O �JMa Window Long Sloe {n} > M Z M Dimensions 60.826 64 66 68 70 74 77 80 84 87 92 97 99 r Z o _ w r 32 +loo +/7e +loo +;-aa +/7D +l70 +r-ao +l-70 +r-ao +1-ao +loo +laD +!-aD F CO o 34 +i-7D +/-7D tf-7D +1-70 +1-70 +!-7tr +i-70 +l-7D +!-aa +1-7a +1-70 +1-70 Z W CO 3s +r-7o +rao +!-7e +loo +/ao +loo +f-7o +loo +/ao +!-aa +/-ao +/ao +l70 N W LO }aa4S 3$ +la0 +!-70 +/-70 +!-7D +l-70 +r-70 +/-70 +1.70 +/-7a +/-70 +;-70 +!-7D O U) 40 +/-7D +1-70 +/70 +/-70 +/-70 +l-70 +r-70 +/-70 +l7a t1.70 tl-70 z U 0 z 42 +1-70 +1-70 +/-70 +I-70 +/-70 +1-70 +1-70 t!-7D +,'-70 +/-70 Q ❑ LU LU 2 fv-S CD 44 +l-70 +/-70 +!•7p +/-70 +/-70 +/-70 t/-70 +/-70 +1-70 LL o X u 1L 0 N 46 +/-70 +i-70 +l-a0 +/-76 +170 tl-70 +!-7D +t-70 z C7 LO z t a$ +r-7o +raD +loo +rao +l7o t/ao +r-7o w so +/aD +/-70 +l70 +(ao +rao +r-ao > ❑ all?1 'osa4 saua5 MAX. O.C. SPACING I€ANCHORING MAX. O. C. SPACING I€ANCHOR€NG 52 +1-70 +r-70 +;-70 +l-70 THROUGH THE FRAME PER SHEETS3&4 THROUGH THE INTEGRAL FIN `�111111f1//� LYIVIv ' NOTES:�o"Y L1GENy+F'•,%� 1) BUCK DIMENSIONS SHOWN. i P�;•' 2) FOR SIZES NOT SHOWN, ROUND- UP TO THE �• No. 58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. � 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), -p :�' (j'='� (-7 ie - FIND THE SMALLEST SQUARE WINDOW SIZE IN -0 STATE 00 THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL �is •, F(OR{pR •'�y��� WINDOW WILL COMPLETELY FIT WITHIN. i..... A. LYNN MILLER, P.E. P.E.# 58705 MAX. O,C. SPACING IFANCHbR1NG MAX. O.C. SPACIN6IF ANCHDRlNG THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO A, B,COR DANCHORS APPLIES TO EOR FANCHORS (SEE TABLE 2) ISEE TABLE 3) 75" 3.S" FOR E ANCHORS, 4" FOR F ANCHORS PER SHEET4 5a +,�aa +/aa +laa +rao APPLIES TO B,COR DANCHORS APPLIES 70 FANCHORS {SEE TABLE?) (SEETABCE 3) 56 +l-70 +/-70 +/-70 58 +l-70 +J -7a 15.5" 4" 60.926 +l-76 nn" �. r Y U) Window Design Pressure, (+I- psi nab > > W a O) use finis faole fa Gass jg 3116" T Cap -Airspace - 7116" A/A with PVB 0 Window (D r 3/16" A Cap - Airspace - 7116" A/A with PVB Long Side (in) Types: Jo a w Z U- fOO r = -1 Q 0 Window 69.649 71 73 75 78 Long Side (in) 85 86 89 92 96 Dimensions --6q 649 71 73 75 78 80 85 86 89 92 96 99 +1-70 32 +/a0 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +l-70 +l-70 - +fa0 +/-70 +/-70 +1-70 34 +l-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +i-70 +1•70 +I-70 +l-70 +!•74 +l-70 36 +/-70 +1-70 +/-70 +/aD +?-70 +,'a0 +l-70 +?-70 +l-70 +/-70 +/-70 +/a0 +l-70 38 +/-70 +!-7D +/-70 --;1.70 +/-70 +?-70 +1-70 +/-7Q +/-70 +1-70 +1-70 +,+-70 +/-70 40 +1-70 +1-70 +1-70 +/-70 +!-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 42 +/-70 +/-70 +1-70 +1.70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-69.5 +1-66.7 +1-70 44 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 1 +1-70 +1-70 +/-70 +/-69.9 +/-66.4 +/-63.7 +/-68.6 46 +,-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-69.9 +/-67.4 +/-63.9 +1-61,7 +/-66.3 48 +/-70 +1-70 +t -7Q +(-70 +1-70 +J-70 +/-70 +/-70 +;-67.8 +J-65.3 +1-61.9 +h59,7 a_ 50 +1-70 +?-70 +1-70 +/-70 +/-70 +1-70 +/-69.5 +/-68.5 +/-65.9 +1.63.4 +1-59,9 52 +J-70 +1-70 +1-70 +/-70 +1-70 +/-70 +1-67,8 +1-66.9 +1-64.2 +/-61.6 0 L 54 +/-70 +l-70 +/-70 +/-70 +!-70 +/-70 +/-662 +f-65.3 +l-62.5 56 +/-70 +(-70 +/-70 +1-70 +/-70 +1.69.2 +1-64.7 +/-63.8 57 +/-70 +1-70 +1-70 +1-70 +!-69.8 +/-68.1 +1-64 MAX, O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET4 62 +/-70 +/-70 +/-70 +/-70 +1-70 64 +J-70 +l-70 +I-70 +/-70 60 +/-70 +/-70 +/-70 +/-69.7 +1-67 +/-65.3 MAX, O.C. SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS 3&4 MAX. O.0 SPACING IFANCHORING THROUGH THE INTEGRAL FIN PER SH€ET4 62 +/-7Q +/-70 +( 69.9 +! 67.9 +i-65.2 64 +/-70 +/-7Q +f-68.3 +/-66.3 APPLIES TO B, C OR DANCHORS APPLIES TO FANCHORS (SEE TABLE 2) (SEE TABLE 3) 66 +/-69.9 +1.68,9 +/-66.7 68 +l-68.4 +/-67.4 u•5° 4" 69.649 +1.67.1 nn" �. r Y U) Window Design Pressure, (+t- psP nab > > W a O) use for Glass or -this lass Type: 1$ 3116" T Cap -Airspace - 7116" A/A with PVB 0 Window (D r O aloe Long Side (in) LO L?0 Jo a w Z U- fOO r = -1 Q 0 Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 32 +/-70 +/-70 +/-70 +/-70 +r-70 +!-7Q +?-70 +1-70 +1-70 +1a0 +1-70 +1-70 3a +?-70 +/-70 +1-70 +1-70 -71-70 +/-70 +1-70 +/-70 +1-70 +/•70 +/-70 +1-70 €aa4S 36 +1-70 +/-70 +l -70+l-70 F- x U +l-70 +l-70 G +1-7Q +1-70 +l-70 al°JS 38 +/-7Q +?-70 +rao +/-70 +/-70 +1-70 +?-7D +rao +rao +rao +l-70 +l-70 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +J-70 +1-70 +/-70 +/-70 42 +tap +l-70 +)-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-7Q +1-70 +/-70 44 +rao +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 46 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1.70 +/-70 +/-70 +/-68.6 U 48 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +?-70 +1-68.8 +/-66.3 0 50 +J-70 +1-70 +/-70 +/-70 +J-70 +/-70 +/-70 +/-70 +/-70 +/-70 +J-66.6 52 +/a0 +1-70 +J-70 +/a0 +1-70 +/-70 +/-70 +1-70 +1-70 +/-68.5 0 N 54 +/-70 +/-70 +/-70 +1-70 +(•70 +l-70 tl-70 +/-70 +?-69.5 56 - +1.70 +1-70 +/-70 +1-70 +/-70 +/a0 +/-70 +/-70 57 +/-70 +l-70 +/-70 +/-70 +/-70 +1-70 +/-70 60 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 MAX, O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET4 62 +/-70 +/-70 +/-70 +/-70 +1-70 64 +J-70 +l-70 +I-70 +/-70 66 +/-70 +1-70 +/-70 APPLIES TO B,COR DANCHORS APPLI ES TO FANCHORS (SEE TABLE 2) (SEE TABLE 3) gg +!_70 +/-70 15.5" 3.9" 69.649 +!-7D TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE SHORT / - SIDE 7% SHORT - SIDE �- LONG SIDE -JI SHORT SIDE SIDE LJ _ SHORT SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FR WITHIN. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 By j/'•/ NO CHANGES THIS SHEET. 0 Q� CENSFvfi?�(P� No. 58705 STATE dF FLORIOP..•'r.\��� / S IOIVIA L E" A. LYNN MILLER, P.E. P.E.# 58705 r Y U) m nab > > W a O) 0 O (D r O aloe U N z� OM LO L?0 Jo a w Z U- fOO r = -1 Q 0 Fa uo10 ,x LL�oa LU Co H Z v X a O UINa CO oLLI_ > I flz rn o 0 U Lu LL O o Z Q ID I. ® w LULU €aa4S Q F- x U cA 05Z G UU Of al°JS o X D- o LC Z V z w allll asaQ sauaS Q� CENSFvfi?�(P� No. 58705 STATE dF FLORIOP..•'r.\��� / S IOIVIA L E" A. LYNN MILLER, P.E. P.E.# 58705 TABLE 10 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR By ` HORIZONTALLY AS SHOWN. Mia l -Da f r Control LONG SIDE �-� LONG SIDE �-{ �' SHORT SHORT - SIDE - - NO CHANGES THIS SHEET. -a- LONG SIDE -� SHORT LONG SIDE SIDE m uJ z `1 U) -nab K w �o rn O O _ n » a7o0 O O U' N 2- 66 - GLASS TYPES 14 THROUGH SHORT - O m w� 17 MAY NOT BE USED WITH SIDE I-- � LL a 0 um a J -CHANNEL OR INTEGRAL Z s Q C ® FIN FRAMES. U O O O TABLE 11: U Window Design Pressure,(+/-psti) u5etn�fa5e ` o snG for Glass 3/16" T Cap -Airspace -7/16" A/A with SG TVP o z rn o z LL Window Long Side (in) U � O Dimensions 77,76 79 81 83 86 87 91 94 96 99 104 107 111 F- ca 36 +80/-110 +80/-110 +8W-110 +80-110 +80/-110 +80r-110 +80/-110 +801.110 +801-110 +8W-110 +80 -110 +8W-119 +80/-110 ALLOWABLE MAX. O.C. SPACING IF w 0 ANCHORGROUPS ANCHORING THROUGH rn LU LL Jaa45 40 +801-110 +801-110 +801-110 +8W-110 +801-110 +801-109.9 +80/-108.5 +801-107.5 +801-106.9 +801-106.1 +801-104.8 +801-104.1 +8W-103,3 ® in uJ PER SHEET2 THE FRAME PER SHEET3 42 +80/-119 +8W-109.8 +8W-198,8 +80/-107.9 +80/-105.7 +801-106.3 +801-104.8 +801-103,8 +80/-103.2 +801-100.8 +801-97.7 +801.96.4 +80/-94,8 i U m F- B,CORD 13.2" ns 44 -;80J-1 OT +SW -106,7 +8W-105,7 +80l-104.7 +80l-103.4 +80/-103 +801-101.4 +SO! -98.6 +SQ/ 96.7 +801-94.1 +801-91.4 +80/-90.3 +801-89.2 48 +80/-102 +8W-101.3 +80/-100.3 +801-99.2 +80/-97,3 +801-96.2 +8W-92.5 +801-90.4 +801.89,2 +80/-87.3 +801-84.4 +80;-82,7 +80/�0.5 a o (L al CD U- X a o 50 +801-99.6 +80/-99.1 +8W-98 +8W-96.9 +801.43.9 +80/-93.1 +8W-89.9 +801-87.7 +80/-86.2 +801-84.3 +801-81.1 +/-79,3 +/-77 z LO 51 +SW -98.8 +801-95 +80l-96.9 +50-95.8 +80/-92.8 +801-92 +8W-88.7 +SO/ -86.4 +801-85 +BW -828 +1-79.6 +l-77.7 +l-75,3 >- 54 +80)-96.1 +801-95.3 +8W-94 +80/-92.1 +80/-89.4 +801-88,5 +8W-85.1 +801-82.7 +801-81.1 +1-78.9 +/-75.3 +)-73.2 +!_70,6 w a > D 56 +801.94 +80/93,2 +801-91.6 +SW -90.1 +80187.2 +801-86.3 +8W-82.8 +80/-80.2 +/-78.6 +1-76.3 +1-72.5 +)-70.5 aR1 'saQ sa"aS +801-91.4 z 618 +80/--87.880/ 876 +80/-85,3 +80/-83.6 +80Y-81.2 +801-80.5 +BW77 36 +1-174.6 +1.72.8 +1-70,4 +/-70,2 �o�Y LY�N o 0 63 +801-85.5 +80184.6 +801.828 +80%81.1 +/-78.8 +/-78 +1-74.8 +1-72.3 +/-70.6 NOTES: `1 • CIGENSF to 1) BUCK DIMENSIONS SHOWN. 64 +80/-844 +80/83.5 +801.81.7 +/-80 +/-77.5 +/-76.6 +/-73.5 +1-71.2 2 FOR SIZES NOT SHOWN, ROUND UP TO THE Na. 58705 _ 66 +801-82.2 +80/-81.2 +1-79.4 +/-77,6 +l-75 +1-74.2 +/-71 } 68 +/$0 +/-79.1 +/-7Z2 +/-75.4 +/-72.7 +l-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ --0 .-d-- 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), ' _ 70 +1-77.1 +/-75 +/-73.2 +/-70.5 = O STATE P 72 +(-76 +/-75 +/-73 +1-71.1 FIND THE SMALLEST SQUARE WINDOW SIZE IN T F etl THE TABLE(S) ABOVE WH ICH THE ARCH ITE CTU RAL ii�s •.LORIOP•.•'G\�� F74 +/ 74 1 ,+! 73 +/-71 WINDOW WILL COMPLETELY FIT WITHIN. ��i� S'ONAL 76 +/-72.2 +/-71,1 77.76 +/-70,5 A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure, (+I- psi Hie rhes table for Glass 94 3116" ACap -Airspace - 7/16" A/A with SG Type- Window Long Side (in) Dimensions 69,649 71 73 75 76 8D 85 - $6 89 92 96 99 32 +60/-110 +601-110 +$01-110 +BQ/-110 +80/-110 +801-110 +8Dl-110 +BO1-110 +BO/ -110 +8M-110 +801-110 +801-110 34 +80l-110 +801-110 +801.1 TO +80!-110 +BO/ -110 +801-110 +SDI -170 +80/-110 +$0/-110 +801-109.4 +801-108.3 +80!-1 Q7.6 36 +BQ/-110 +BOt-NO +80/•110 +80/-110 +801-109.5 +80/-108.6 +801-106.8 +80f-106.5 +801-105.5 +$Q/-104.7 +80f-103.6 +801-102.9 38 +801-109.7 +80l--108.9 +SOh1 W.8 +$0/-106.8 +BOl-105.5 +801-104.6 +801-102.7 +80/-702.4 +801-101.4 +80/-100.5 +80/-99,4 +80/-98.7 40 +80f-106.3 +80f-105.5 +80/-104.4 +801-103.3 +801-101.9 +801-101 +B0/-99,1 +B0/-98,7 +801-97.P +8C1.96.8 +801-95.7 +801-95 42 +80/-103.3 +$0/-102,5 +801-101.3 +80l-100.2 +�/-98.8 +801-97.9 +801-95.8 +80/-95.5 +80/-94.5 +80l-93.5 +80l-92.4 +80/-90.7 44 +801-100.7 +801-99.8 +80/-98.6 +BQi-97.5 +801-96 +801-95 +$0.+-92.9 +80/-92.6 +80l-91.5 +801-90.4 +801-87.1 +801-84.7 46 +80l -9S.4 +80l-97.5 +601-96.2 +BO/ -95 +80/-93.4 +$0/-92.5 +801-90.3 +801-89,9 +80l-88.1 +80f-85,5 +BDJ-$3.1 +80F81.6 �46 +8Q1-96.3 +60/•95.4 +H(J/-94.1 +801-92.9 +80/-91.2 +80/-90.2 +80l-88 +60/-$7.6 +801-64.6 +$0!•82.6 +BO( -80.2 +l-78.6 50 +80/-94.6 +BO! -93.6 +SDI -92.2 +801-90.9 +�(-89.2 +601-88.2 +801-85.4 +80/-84.5 +80/-82.4 +e0t-80.2 +/-77.6 � 52 +$01.93 +80l-92 +80l-90.5 +$0/-89.2 +86l-$7.4 +80l-86.4 +80f-83.3 +8Q/-82.5 +801-80,2 +/-78 a � 54 +801-90,6 +BD/ -89.1 +$0!-$7.7 +$D/-85.8 +801-847 +BO! -81.3 +8C3/-80.4 +/-76.1 56 +BOf-90.5 +80/-89,4 +80/-$Z6 +$Oi-$6.4 +SO! -64.4 �+80/-63,2 57 +801-9D +80/-87.2 +80l-85.8 +80/-83.4 +80/-82 60 +80/-87.2 +801-86 +80/-84 +BO/ -82.5 +80/-80.1 +/-78.6 62 +80/-$4.5 +80/-83.8 +60/-82.1 +80l-80,4 +/-78 MAX. O.L. SPACING 1F ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHEINTEGRAL FIN PER SHEET4 64 +80/-829 +80f-82 +80/-80.1 +/-78.4 66 +80/-81.1 +80/-60.1 +/-78.3 APPLIES TO H, C OR D ANCHORS 68 +/-79,3 +!-78.4 (SEETABLE MAX. O.C. SPACING IFANCHORING MAX. C.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B, C ORD ANCHORS (SEE TABLE 2) NOT APPLICABLE 13.2° 2) NOTAPPEICABLE 13.z' 69.649 MAX. O.C. SPACING IFANCHORING MAX. C.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B, C ORD ANCHORS (SEE TABLE 2) NOT APPLICABLE 13.2° TABLE 12' TABLE DIMENSIONS MAYBE 16 ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. / LONG t SIDE �-+-- LONG SIDE SHORT SIDE SHORT I _ —I SIDE LONG SIDE —� T SHORT LONG SIDE GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH SHORT J -CHANNEL OR INTEGRAL SIDE I� i FIN FRAMES. TABLE 73: Window Design Pressure, (+1-psf) Use this fable for Glass 17 3116" T Cap -Alf -space - 7116" HIH with SG Type' Window Long Side (in) Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 111 118 120 126 136 144 36 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-170 +80J-110 +801-110 +801-110 +80/-110 +801-114 +80l-110 +801-110 +80f-110 +80/-110 40 +801-110 +80/-110 +801110 +80/-110 +8Q/•110 +801-116 +SOF11D +601-110 +80%110 +801.110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801.110 42 +801-110 +801-110 +801-110 +801-i10 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 44 +80%110 +80/•110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80%110 +801-110 +801-110 +801-110 +SOf-110 +801-110 48 +801-110 +801.110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/•110 +801-110 +80/-110 +B0/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 50 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-1f0 +801-110 +801-110 +80/-110 +801-110 +801-110 +80f-110 +801-110 +801-110 +80/-110 51 +80l-110 +801-110 +80/-110 +80/-110 +80f-110 +801-110 +801.110 +801.110 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +801-110 64 +801-110 +80/-110 +80/-110 +80/-110 +801.110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +8fl/-114 +80/-116 +801.110 �- 56 +801-110 +801-110 +BG/ -110 +80f-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80%110 0 58 +801.110 +80l-110 +801-110 +80f-110 +80/-110 +80f-110 +801-110 +80/-110 +801-110 +801-110 +801.110 - N 0 61 +80/-110 +801-lio +80/-110 +601-110 +80l-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 N 63 +801.110 +801-110 +801-110 +801-110 +801-110 +60l-110 +801-110 +801-110 +801-110 64 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 +80/-110 66 +80/-110 +801-110 +801-11G +80/•110 +80/-110 +801-110 +801-110 68 +801-110 +801-110 +80/-110 +80/-110 +80J-110 +801-110 70 +80/-110 +801-110 +801.110 +801-110 +80/-110 72 +80/-110 +801-110 +801-110 +801-110 74 +80/-110 +801-110 +801-110 76 +80/-110 +801-110 77.76 +801-110 NOTES: T) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. MAX. O.C. SPACINGIFANCHOft1NG MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO 8, C OR D ANCHORS Window Design Pressure, (+/- psf) (SEE TABLE 2) NOT APPLICABLE g,. uN ❑ m� Use this tante for Glass O as°Q C'3 N z 1/8'" T Cap -Airspace - 7116" FUH with SG LO O � r Tree Lo QJ O a m Window ,fg CJ z S Q umo�0 Long Side (in) ULLo o� OZ LU Z dam' s ¢ Dimensions IN 60.926 64 68 68 70 74 77 8Q 84 87 92 97 99 Lu Q 32 +80F-110 +86F110 +861-11Q +86f-110 +801-110 +SD/ -110 +801-110 +801-110 +801-110 +80/-110 +801-116 +SOt-tiQ +80f -11C 34 +601-110 +86f-t1Q +807-110 +$DJ -110 +80/-tiC +807-110 +801-1 fG +801-110 +8Qi-110 +$QI-110 +801 -?10 +BDf-110 +80J-110 O 36 +801-110 +801-110 +80/-110 +801-110 +SOI -110 +Sfl/-110 +801-110 +8(y-1 10 +80i-110 +80l-110 +801-110 +fl0f-1 t0 +BO( -110 ❑ 38 +80l-110 +86/A10 +8Q1-tf0 +80r•it0 1801-110 +BD/ --110 +801-1 f0 +BCJ-itD +801-110 +841 -NO +801-110 +fl61-110 4D +80/-11G +B01 -t i0 +8Q/-if0 +80/-110 +801-11C +801-116 +80f -t 10 +801-110 +8Q='-1tQ +801-110 +80i -i10 42 +801.110 +801-1110 +801-110 +801-110 +801-710 +S6t-110 +80J -1f0 +841-110 +801-110 +SO/ -t 10 y 44 +80l-110 +801-110 +80l-110 +SQJ-110-ifp +80/-110 +8C/-110 +80f-110 +80/ -ISD a m 46 +80/-110 +801-110 +867-ti0 +861-110 +801-110 +861-110 +801-110 +BQf-1i0 t 4s +sai-110 +aD/-11a +sor-tio +sol -Ito +aG/-1?o +aor-110 +scr-110 w 50 +801-1?0 +8Qi-116 +8Q1-110 +BDi-110 +801-110 +80/-350 MAX. G.C. SPAONGIF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 MAX O.C. SPACING IF ANCHORING THROUGH THEINTEGRALFPN PER SHEET4 52 7801.110 +8Gl-116 +BG/ -110 +80/-1tO +801.110 54 +ao/-110 +sor-?to +sQ!-11Q +a6r-Ito 56 +80: -?1Q +80/•f 16 +801-t 10 APPLIES TO B,CORQANCHORS (SEETABLE Zj NOT APPLICA BLE iz8 58 #SQI-110 +801-11Q 66.926 +dor-110 MAX. O.C. SPACINGIFANCHOft1NG MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO 8, C OR D ANCHORS (SEE TABLE 2) NOT APPLICABLE g,. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration By NO CHANGES THIS SHEET. 0 v W z � Y co o] as o uN ❑ m� rn O as°Q C'3 N z CC LO O � r Lo QJ O a m ,fg CJ z S Q umo�0 ULLo o� OZ LU Z dam' s ¢ IN LU CO CO o a r ❑ z LU z o U) u z Lu Q O N W N LLI 7aa45 O = r U U? Z QW � al°JS O X O- O u. Z zt U z W ❑ G- ann rosap sauag \.a°"'Y•LYAt/v eC1.,.• LICENSE No.58705-� �� STATE fOF.= �4✓�: '//ONALI�\ ` A. LYNN MILLER, P.E, P.E.# 58705 V T V 9' .060" OANCHOR COVER O7/8" BEAD --►{ .864" _rte MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS FRAME ASSEMBLY DETAILS STRUCTURAL POLYISOBUTYLEN WITH DES iCCANT Part # Description Material 80 Kommeding 4SG TPS Spacer System 620139 81 Quanex Super Spacer nXi' with Hot Melt Butyl See this Sheet for 82 Quanex Duraseal Spacer Materials 83 Cardinal X_ Edge Spacer Integral Fin Frame KEhtN1=1NVt Ital KtYUKI J:f I1.0111, O�Do( OJfv OJ -CHANNEL FRAME KODISPACE 80 4SG TPS 2.166" L .625" STRUCTURAL SILICONE 1. FOAM WITH DESICCANT EXT. GLASS, 3.500" .075" 2.166" OFLANGE FRAME HOT -MELT BUTYL NOM. BUTYL & DESICCANT FOAM INT. GLASS SUPER �9 87 SPACERR)NXT TM TART P 7d EXT. GLASS 2.166" 1.375"Ij O INTEGRAL FIN FRAME II IS _ALUMINUM _ REINFORCEMENT POLYISO- BUTYLENE- 5/16" NOM— SEAL ROLL -FORMED STAINLESS STEEL �,� —INT.GLASS 8Z DUR�A+SEAL® SPARER EXT.GLASS # Part# Description Material 1 620139 J -channel Frame PVC 2 620140 Flange Frame PVC 3 620141 Integral Fin Frame PVC 4 620142 Equal Leg/Box Frame PVC 5 620133 Anchor Cover PVC 6 720136 718" IG Glazing Bead PVC 7 -720135 V IG Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 71646N Setting Block (718" x 1" x 118"), 85 +/- 5 duro. PVC 90 20160A Frame Assembly Tube Alum. 6005-T5 91 20177 Shallow Flush Cap PVC 92 20178 Deep Fush Cap PVC 93 20132 Frame Assembly Tube End Cap PVC NOTES: 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J -CHANNEL FRAME SHOWN, PART#1. OTHER FRAME TYPES, PARTS #2 - 4, APPLY. 3) ITEMS # 8-73,75-T7 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. OEQUAL LEG/BOX FRAME DESICCANT FILL AREA -5/16" NOM. SILICONE SEAL XL EDGETM @)CDA 0I=D 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 O COPYRIGHT ©2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9/14 BOM & ASSEMBLY ami J ROSOWSKI h 130E 13 lozl MD -5540.0 !�� B PW -5540 INI NTS INT.GLASS IN PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 9/24/2020 By ���.._...__.. NO CHANGES THIS SHEET. J11rTun/ii Y LYNN ` 0�1,. No. 58705 ?17 44/ ®�'., STA'I-E OF 4 1 `,S,/ANAL 0 A. LYNN MILLER, P.E. P.E.# 58705