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HomeMy WebLinkAboutPRODAPP 17-0614.06 PGT FW LMI 5540MIAM 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 r l �t o°? � t? Approval Date: October L?, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 154415.01) 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. 164714.19) 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. 154415.01) 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 "TrosifoI 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. Product 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, INCLUDINGTHE 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 IF 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 If 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). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR �_ STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALEATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING MAX. JAMB O.C. STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. - 4-13 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST B � _ LOADS IMPOSED ON THEM BY THE WINDOW. 7}DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAV CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E3300. 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.7HE 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,611 10) REFERENCES: TEST REPORTS FTL-7897, 6128, 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 6-3/4" 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERiCA, INC. 1E, GLASS &ANCHOR ILLATION, FLANGE & EQUAL LEG..".,.. .................. 3 ILLATION, INTEGRAL FIN & J-CHANNEL .......................... 4 9E ASSEMBLY TUBE............ 5-6 '.ING DETAILS. . --- I .... 1.1111,41. 4 7 SN PRESSURES........._......,.8-1: & ASSEMBLY... .....................13 MAX. SUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX. O.C. SEE TABLES 4-13 1 VISIBLE LIGHT WIDTH IMPACT RATING MAX. SUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX. O.C. SEE TABLES 4-13 1 VISIBLE LIGHT WIDTH IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES TABLES PER OPTIONS, SEE 4-13, SHEETS 8-12 -►-I MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) 6" MAX. D, SEE _ _ --�{- I-� MAX. O,C. SEE TABLE SHEET 4 VISIBLE ' LIGHT A, SEE HEIGHT SHEET3 MAX. O.C. SEE TABLES 4-9 J 1.25" MAX. 49 ( L .I I VISIBLE LIGHT WIDTH VISIBLE LIGHT HEIGHT C, SEE SHEET 4mt MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG DR SHORT SIDE) 1 D 1.25" MAX. --•-{ TYP. EQUAL-LEG/BOX & TYP. INTEGRAL FIN & J-CHANNEL FLANGE FRAME (90° CORNERS) FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) L25" MAX. 6" MAX. � MAX. O� SEE TABLES 4 1/ VISIBLE LIGHT FORMULAS WIDTH' BUCK WIDTH / VISIBLE LIGHT HEIGHT VISIBLE LIGHT WIDTH 6" MAX. MAX. JAMB O.C. SEE TABLES 4-9 MAX. BUCK _ HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) - �� T MAX. 6" MAX. HEIGHT: BUCK HEIGHT - 6-3l4" SEE TABLES 4-13 CODES / STANDARDS USED: MAX. BUCK WIDTH SEE TABLES 4.13 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION (SHORT OR LONG SIDE) •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION TYP. EQUAL-LEG/BOX & •ASTM E1300-09 FLANGE FRAME (CURVED •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION OR ANGLED CORNERS) •ALUMINUM DESIGN MANUAL, ADM-2015 - •AISI S10D-12 •AISC 360-10 MAX. O.C. SEE TABLES 4-9 1.25" MAX. VISIBLE LIGHT WIDTH MAX O.G. SEE TABLES 49 VISIBLE ° LIGHT HEIGHT la � --+ MAX. O.C. SEE TABLES 4-9 MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE} -�- � 1.25" MAX. _ MAX. BUCK WIDTH SEE TABLES 49 _ (SHORT OR LONG SIDE) ' TYP. INTEGRAL FIN & J-CHANNE L FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date09/24/2020 Miami- ade Product Control JR - 06/06/17 -UPDATED ANCHORAGE TO FBC 2017. ``�I11111IIIr/r/7i /777/;o�iAL `�0 0�� A. LYNN MILLER, P.E. P.E.# 58705 C, SEE SHEET 4mt MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG DR SHORT SIDE) 1 D 1.25" MAX. --•-{ TYP. EQUAL-LEG/BOX & TYP. INTEGRAL FIN & J-CHANNEL FLANGE FRAME (90° CORNERS) FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) L25" MAX. 6" MAX. � MAX. O� SEE TABLES 4 1/ VISIBLE LIGHT FORMULAS WIDTH' BUCK WIDTH / VISIBLE LIGHT HEIGHT VISIBLE LIGHT WIDTH 6" MAX. MAX. JAMB O.C. SEE TABLES 4-9 MAX. BUCK _ HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) - �� T MAX. 6" MAX. HEIGHT: BUCK HEIGHT - 6-3l4" SEE TABLES 4-13 CODES / STANDARDS USED: MAX. BUCK WIDTH SEE TABLES 4.13 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION (SHORT OR LONG SIDE) •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION TYP. EQUAL-LEG/BOX & •ASTM E1300-09 FLANGE FRAME (CURVED •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION OR ANGLED CORNERS) •ALUMINUM DESIGN MANUAL, ADM-2015 - •AISI S10D-12 •AISC 360-10 MAX. O.C. SEE TABLES 4-9 1.25" MAX. VISIBLE LIGHT WIDTH MAX O.G. SEE TABLES 49 VISIBLE ° LIGHT HEIGHT la � --+ MAX. O.C. SEE TABLES 4-9 MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE} -�- � 1.25" MAX. _ MAX. BUCK WIDTH SEE TABLES 49 _ (SHORT OR LONG SIDE) ' TYP. INTEGRAL FIN & J-CHANNE L FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date09/24/2020 Miami- ade Product Control JR - 06/06/17 -UPDATED ANCHORAGE TO FBC 2017. ``�I11111IIIr/r/7i /777/;o�iAL `�0 0�� A. LYNN MILLER, P.E. P.E.# 58705 ACLC l: Glass Type Description Table # Sheet # 7 718" Laminated LG.: 1/8" A Exterior Cap + 7116" Air Space + 5/ 16" Laminated; (2) Lites of 118" A Glass with .090" PVg Intedayer 4 8 8 7/8" Laminated I.G.: 118" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 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 Intedayer 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 + 3/6" Air Space + 7116" Laminated; (2) Lites of 3116" A Glass with .090" PVB Interlayer 8 10 13 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" PVB Interlayer 9 10 14 1" Laminated I.G.: 3116" 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 I.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 rnicrnl i cn THRnI If:H FFtAMF 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" 113/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8"' 0.04511108 Ga.) Aluminum, 6063-T5* 318" 0.0591 3/16" steel Uitracon P.T. Southern Pine (SG=Q55) 7/16" Concrete (min. 2.85 ksi) 1" 13/8" Ungrouted CMU, (ASTM C-90) 2-1/2" g #12 SMS (steel, 18-8 S.S. or 1, 1 S.S.) P.T. Southern Pine (SG=0.55) 9/161, Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 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" 114" steel Cretefiex P.T. Southern Pine (SG=0.55) 1" 1-3/8" ggre-Gator P.T. Southern Pine (SG=0.55) 1"1-3/8"l UitraconConcrete (min. 2.85 ksi) 1" b3/4" Ungrouted CMU, (ASTM G90) 2-1/2" 1-1l4"l Creteflex Concrete (min. 3.35 ksi) 1"1-3l4"l E Uitracon Concrete (min. 2.85 ksi) 2-1/2"1 3/4"l CreteflexConcrete (min. 3.35 ksi) 2-1/7' 1-3/4"Ungrouted CMU, (ASTM C-90) 2-1/2"ggre-Gator Concrete (min. 3,275 ksi 1-1/2" Grouted CMU, (ASTM C-90) 2" 2" TABLE 3' ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min. Edge Di�ance Min. Embedment* E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" IF 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" F #10 Tmsshead SMS (steel, 18-8 S.S. or 410 S. S. ) P.T. Southern Pine (SG=.55) 112" 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" #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" Stee( 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 r" =TEMPERED "PVB" _ .090" TROSIFOL O PVB BY KURARAY AMERICA, INC_ "SG" _ .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES I4 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL O FIN FRAMES - GLASS TYPES 7, 9, 12, & 14 MAY NOT BE USED IN THE ® HVHZ ABOVE 301 . WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Leo BOX FU LEGREQUAL LANGEU 2 4 pANNEL �INT gE7ZE] F NRALo 1 3 NOTE; SEE DETAILS AND DIMENSIONS ON SHEET 13 ALL ARCHITECTURAL WINDOW SHAPES QUALIFIER COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 413, SHEETS 8-12. LONG LONG LONG - II-- SIDE 2N � � 1 LONG F^ LONG - - LONG -I LONG - - SIDE - �r-- fir- �F Doll o �� oo �� oo _W ' �/N11 1L J LL J * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Material Min. Fy Min. F" Sfee[ Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gatos 67 ksi 96 ksi Elco UltmCon® 155 ksi 177 ksi 4f0 SS Eleo CreteFlex® 127A ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel stud 33 ksi 45 ksi SHORT +{ SIDE � Z 0 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 O COPYRIGHT©2017 POT INDUSTRIES, INC. CERT, OF AUTH.#29296 ALL RIGHTS RESERVED 0. VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9l14 v GLASS/ANCHORS/FRAME OPTIONS o m J ROSOWSKI PW-5540 � ayl NTS 1 A 2 OF 13 10 zl MD-5540.0 IM B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date 09/24/2020 THIS SHEET, y1GEN�F'••(`� ' No. 58705 •'� .• pgq �V E � �f°7rrrrNALtt��� `� 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 INTD CONCRETE/CMU. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT EMBEDMENT EDGE DISTANCE —' SHIM MAX,1/4 MAX. ® J a T 2 4 SHIM -- q U EDGE ���� 5 �� EDGE EMBEDM ENT DISTANCE DISTANCE LJ1"TH ICK I.G.\' TYP. ANCHOR TYPE, TYP. ANCHORTYPE, AX. SHIM EMBEDMENT AND EDGE EMBEDMENTAND DISTANCE PER = a EDGE DISTANCE PER CHOR TYPE, SUBSTRATE,SUBSTRATE, SEE SEE TABLE 2, SHEET2. TABLE 2. SHEET2. r1 EDGE DISTANCE PER �LJI SUBSTRATE, SEE �� 7/8" THICK I.G. a TABLE 2, SHEET 2. m o FLANGE EXTERIOR VISIBLE LIGHT WIDTH — 7 - EQUAL - FRAME EGIBO 5 SHOWN a LFRAME NOTES: BUCK WIDTH FRAME SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS - LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT HORIZONTAL SECTION A -A 7!6" THICK I.G. AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE PRODUCT REVISED WINDOW. as complying with the Florida 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 #10 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 AND ENGINEER R ARCHITECT TECT OF RECORD. OF THE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. FLANGE FRAME �� SHOWN C TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER INSTALLATION SUBSTRATE,SEE OPTION 4 TABLE 2, SHEET 2, ANCHORED THROUGH FRAME INTO METAL 1 /4" MAX. SHIM ' TMBEDMENT .. VERTICAL SECTION B-B EDGE DISTANCE VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT- 6-3WI EQUAL ��� LEG/BOX �� � FRAME � SHOWN EXTERIOR INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ® COPYRIGHT©2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM)o 9/9/14 FLANGE & EQUAL-LEG/BOX FRAMES �mT J ROSOWSKI PW-5540 E °1 NTS 3 OF 13 �oz� MD-5540.0 B No.58705 %O ST T FCV�` F 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 HEIGHT LIGHT HEIGHT EXTERIOR a INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN IMO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. a EDGE DISTANCE MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) 114" MAX. SHIM EMBEDMENT EDGEDISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. NOTES: 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. 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. -�- EMBEDMENT VERTICAL SECTION D-D J=CHANNEL FRAME SHOWN INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1" THICK LG. INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN -s.�I 114" 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 a BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM(STEEL FRAMING OR STEEL STUD. dAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2 1/4" MAX. SHIM #10 OR #12 STEEL TABLES 2 & 3, SHEET 2. INTEGRAL FIN �/ J'� FRAME SHOWN �/ INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL, SEE TABLE 3, SHEET 2. SHIM �E DISTANCE VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT - 6-3/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) SHIM `� asFIN ANDIOR R- FLANGE MIRY BE !:: REMOVED IN -FIELD EXTERIOR 7��-Zfl INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET 2. a0 CERT. OF AUTH.#29296 I I EMBEDMENT I� \ are 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 1070 TECHNOLOGY DRIVE N. VENIGE, FL 34275 {941) 480-1600 COPYRIGHT©2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM)I �l 9/9l14 J-CHANNEL &INTEGRAL FIN FRAMESam'J ROSOWSKI PW-5540 NTS s 4 OF 13 z MD-5540.0 B CHANGES No.58705 ' u ®� ST E OF = (��� F •.F<oRtOP.• ' > cis ' ,S!®NAL �N\`\ 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) INDIVIDUAL COMPONENTS —5540 SERIES FIXED CASEMENT FRAME ASSEMBLY TUBE/MULL SERIES 7 CASEMENT ILLUSTRATION OF AWN INGTO-CASEMENT-TO-FIXED CASEMENT (X/X/0) LFLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED MAXIMUM DESIGN PRESSURE WHEN USING THE FRAME ASSEMBLY TUBE/MULL, SEE NOTE 2: +/- 70.0 PSF B) COMBINED COMPONENTS: 8" MAX., SEE NOTE 3, THIS SHEET 4„ MAX _ ADDITIONAL MULLION ANCHOR 4" MAX. —®-� SEE NOTE 3, THIS SHEET WINDOW ANCHOR E E 63" MAX j Lt �«— 127-1/4"MAX. ^{ C) HORIZONTAL SECTION E-E: 5540 SERIES FIXED CASEMENT WINDOW SHALLOW, FLUSH CAP 5540 SERIES FIXED A�(il CASEMENT III � WINDOW 5540 SERIES AWNING — WINDOW" FRAME ASSEMBLY TUBE/MULL A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX. FOR CASEMENT B) COMBINED A I) NDIVIDUAL A= 60" MAX. FOR AWNING COMPONENTS: ! COMPONENTS: 5540 SERIES \ CASEMENT \ WINDOW" I / / ' FRAME ASSEMBLY TUBE/MULL 5540 SEREES / , FIXED CASEMEM / WINDOW I 1 127-1 (4" MAX. 84" MAX 'UNDER SEPARATE APPROVAL VERTICAL SECTION F-F MIN. # 10 \ I — 11 17" MAX Q.C. THROUGH INSTALLATION HOLES, 4 MAX. SEE WINDOWS Td A NCHOAL FOR \ ANCHOR INFO. \ 127-114" MAX. \ - ADDITIONAL MULLION ANCHOR SEE NOTE 31 / THIS SHEET / EXTERIOR a VERTICAL SECTION G-G 8" MAX., SEE NOTE 3, THIS SHEET FRAME ASSEMBLY TUBE/MULL FRAME ASSEMBLY 7U8E/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, 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 FORANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS, THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY . 3} FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEGIBOX FRAMES. FOR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 4) FOR FLANGE OR EQUAL-LEG/SOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. 410 X 3/4" SHEET METAL SCREWS. USE THE FRAME ASSEMBLY TUBE/MULL MIN. # 10 X 3!4"SMS @ 17" SAME SPACING AND OUANTI 1 AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT MAX Q.C. THROUGH PRODUCT'S APPROVAL, UP TO 17" MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE DEEP, FLUSH CAP INSTALLATION HOLES, SEE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR EXTERIOR WINDOWS APPROVAL FOR JOINTS TO BE SEALED BY INSTALLER. SEE SHEET 6 FOR FRAME �1 ANCHOR INFO. ASSEMBLY TUBE/MULLION v 5) THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63" IN LENGTH OR BE USED IN TEE OR DETAILS CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY 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. MIN. # 10 X 3!4"SMS @ 17" MAX O.C. THROUGH INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR ANCHOR INFO. 5540 SERIES FIXED CASEMENT WINDOW (HEAD) 5540 SERIES AWNING (SILL) IW, FLUSH CAP ASSEMBLY ^540 SERIES .,ASEMENT WINDOW (HEAD) SHALLO4V, FLUSH CAP 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 KL=® COPYRIGHT @ 2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM) 9/9/14 o FRAME ASSEMBLY TUBE DETAILS A a 4 J ROSOWSKI PW-5540 NTS r 50F13 oz MD-5540.0 B 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. P�•• 3F �i`{R '� NO. 587o5 _� •l'� Cyr-- � �; d� °°• STATE F %`S7oNAL 77j//III II 111` A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF END CAP USE WITH FIN AND J—CHANNEL FRAMES END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E WINDOW ANCHOR — WINDOWS, SEAL WITH /� ANCHORS THROUGH THE END CAP OR SEE NOTE 2, SHEET 5 \ SIL€CONE. / 7 ADDITIONAL GROUP F ANCHORS, NOTES FOR FRAME ASSEMBLY TUBE END CAP: 1) APPLIES TO FIN OR J-CHANNEL FRAMES. FRONT VIEW FRAME ASSEMBLYTUBE/MULL 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLYTUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. 4) END CAP MAY REQUIRE IN -FIELD TRIMMING, STANDARD LENGTH IS 1411 . 1.250" 100" 3.250" k I 90 FRAMEASSEMBLY TUBE, ALUM 6005-T5 .375" .oso OSHALLOW, FLUSH 91 CAP, PVC 627" oso" C 92 DEEP, FLUSH AP. PVC EITHER CAP MAYBE USED TO THE INTERIOR OR EXTERIOR. FIN APPLICATIONS I � � .oss" L� .664" J OFRAME ASSEMBLY TUBE 93 END CAP, PVC EXTERIO a SIDE VfEW FRAME ASSEMBLY TUBE NOTE: REFER 70 SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL. -�— 1-1/4" 127-114" MAX. 127-1/4" MAX. �-�-- ]FIXED 6)MAJFIXED FIXED —�{ 127-114" MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. (4 WINDOWS MAX.) ®— 127-1/4" MAX. ]AWN MNFIXED lCASEMENT 1 -^+— 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.) 63" MAX. 7 1-114" 127-1/4" T FIXED MAX. L FIxED 127-1/4" MAX. 255-3/4" 127-U4" FIXED MAX. MAX. L FIXED 20R MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. A= 63" MAX. FOR FIXED CASEMENT r A= 40" MAX. FOR CASEMENT A= 60" MAX. FOR AWNING By A --°- UNDER FIXED 1-3 /4 SEPARATE � CASE. APPROVAL L 255-314" / MAX. 127-1/4" MAX. � CASE.' J AWN:\ 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBERNULL. VARIOUS WINDOW TYPES AND SIZES. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ® COPYRIGHT©2017 PGT INDUSTRIES, INC. CERT. OF AUTH.#29296 ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9/14 FRAME ASSEMBLY TUBE DETAILS B ? m J ROSOWSKI PW-5540 11 NTS �� ° I 60F13 Rz°I MD-5540.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 Expiration Date a AN \11111111 tlf /7 �� ..• 'L10ENVj •.1�� No. 58705 cuSTAT OF 7i7 10NAL I� 1�0 A. LYNN MILLER, P.E. P.E.# 58705 7/8" NOM. 718" NOM. 7/8" NOM. 7/8" NOM. 5/16" A/A PVB I 5/16" A/A PVB 5/16" A/A PVB 5/16" A/A PVB 7/16" AIR SPACE 7/16" AIR SPACE— 3/8" AIR SPACE 3/8" AIR SPACE- 1 /8" A GLASS 1/8" T GLASS 3/16" A GLASS 3116" T GLASS — aEXTERIOR a EXTERIOR � EXTERIOR a EXTERIOR 80-83 80--8 80-83 B 8 _ GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 1" NOM. —' 1" NOM. —�{ 1" NOM. —►{ �-•+ 1"NOM. 7/16" A/A PVB 7/16" A/A PVB 7/16" A/A PVB 7/16" A/A SG -- 7/16" AIRSPACE—: 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIRSPACE 1/8" T GLASS 3/16" A GLASS 3116" T GLASS 3/16" A GLASS aEXTERIOR EXTERIOR a EXTERIOR a EXTERIOR g0_g3 80-63 &0-83 80-83 uj GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 V NOM. -a-- I" NOM_ -� � 1„NOM. �{ 1/2" NOM.GLASS 80-83 BITE TYP, 7/16" A/A SG 7/16" H/H SG 7/16" H/H SG 318" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 6 7 74 3/16" T GLASS 1/8" T GLASS 3116" T GLASS aEXTERIOR a EXTERIOR a EXTERIOR 78 r BO-83 — 80-83 80-83 u EXTERIOR GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 < GLAZING NOTES: "A" = ANNEALED o "H" = HEAT STRENGTHENED "T" = TEMPERED " e " , "PVB" = .090" TROSIFOLO PVB GLASS TYPES 14 THROUGH GLASS TYPES 7, 9, 12, & 14 - a BY KURARAY AMERICA, INC. 17 MAY NOT BE USED WITH MAY NOT BE USED IN THE "SG"=.090" SENTRYGLASO INTERLAYER BY KIJRARAY J-CHANNEL ORINTEGRAL HVHZABOVE 30'. TYP. GLAZING DETAIL AMERICA, INC, ® FIN FRAMES 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. PRODUCT REVISED as complying with the Florida Building Code Noa-No. 17-0614,06 Expiration Date 09/24/2020 NO CHANGES THIS SHEET. U Y m W z r � nay W w NQ rn O� o p o C7 N ° Z LL i ¢ °IG 2ly o� U z Z ON W --� o 01AQ O } Z o Z_ � U ILL O z z n w O" s O W (j) 4 J cn = U ¢ F z Z WWp alo'S o = CD LL z Ln ~ J N U z J d > CO apil ��saG sauag 1AY LYNN �, :• No. 58705 STATE OF S 70NAL kk\Nkk�G``• A. LYNN MILLER, P.E. P.E.# 58705 TABLE 4: Window Design Pressure, (+I. psi Use this table for Glass 1 t8" A Cap -Airspace - 511 B" A/A with PV B Type. Window Long Side (in} TABLE DIMENSIONS MAY BE Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR 18 +/50 +/-50 +/-50 +/-50 +/-50 t1-50 +/-5Q +1-50 +/-50 +/-50 +/-50 +/-50 HORIZONTALLY AS SHOWN. 20 +/-50 +/-50 +/-50 +1.50 +/-50 +/-50 +1-50 +1-50 +1-50 +/-50 +/-50 +/-50 LONG i SIDE 22 +/-50 +1-50 +/-50 +1-50 +1-50 +/-50 +/50 +!-5Q +/50 +1-50 +1-50 I +/-So f-+— LONG SIDE 24 +1-50 +/-50 +1-50 +/-50 +/-5Q +/-60 +1.50 +1-50 +,-50 +1-50 +/-50 +1-50 26 +l-50 +/-50 +/-5Q +l-50 +f-50 +t-50 +/-54 +/-50 +/-50 +1-50 +l-50 +l-50 SHORT 28 +/-50 +/-50 +/-50 +1-50 +/50 +t-50 +/-50 +/-50 +I-50 +l-50 +/-50 +I.50 SIDE 30 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +1-50 +l-50 +/-50 +/-50 yy SHORT a J� SIDE m 32 +!-5D +/-50 +1-50 +/-50 +1-50 +/-50 +i-50 +1-50 +1-50 +/-50 iz B 34 t/-50 +)50 +1-50 +/-50 +1-50 +/50 +1-50 +150 +/-SD s 36 +1-50 +i-5Q +154 +1-50 +/-50 +/-50 +1-50 +150 �-•�— LONG SIDE —� to 38 +/-50 +1-50 +/-50 +1-50 +/-50 +l-50 +/50 40 +1-50 +1-50 +i-50 +/-50 +/-50 +/-50 SHORT LONG 42 +/50 +1-50 +/-50 +1-50 +/-50 SIDE SIDE 44 +l-50 +1-50 +/-50 +1-50 46 +/-50 +/50 +/-50 48 +/50 +1-50 51.05 +/-50 SHORT SIDE TABLE 5' 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. 1- Window W64X.O.C. SPAGtNGIFANCHORING MAX. O.0 SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS3&4 ThiROi1GHTHEINTEGRAL FIN PER SHEET4 APPLIES TO A, R,COR DANCHORS APPUES TC FOR FANCHORS (SEETABLE 2) (SfETABIE 3} �,. 4„ Design Pressure, (+f- psfJ Use this �me far Gtass $ 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 +/50 +/50 +/-50 +J50 +/-50 +/50 +/-60 32 +l50 WC +/-50 +/-50 +/-50 +J54 34 +150 +1-54 +1-50 +/S0 +150 +/-50 +/-50 +l50 tl-50 +/-SQ +/-50 +/-47.3 +1-46.7 36 +(50 +)-50 +t-50 +l-50 +l50 +/-50 t1-50 +l50 +/-50 +/-50 +1-47.5 +1+45.4 +l-44.6 38 +/50 +1-50 +/-50 +f50 +/5Q +/-50 +150 +/5Q +l-50 +/-49.1 +1-46.1 +/43.9 44 +/50 +;-50 +/-50 +1-50 +/50 +/-50 +/-50 +!5Q - +/-50 +1-48.2 +/-45.1 42 +l50 +/-50 +/-50 +/-50 +l50 +/-50 +1-50 +l50 +!•49,8 +l-47.4 44 +t50 +/-50 +/-50 +f-50 +/50 +1-50 +/-50 +l50 +148.9 9 � 46 +150 +1-50 +1-50 +h50 +/50 +/-50 +1-50 0 48 +/SO +i-54 +/-50 +/5Q +/-50 +(-50 z � 50 +/5Q +/-50 +/-50 +tSQ +/-50 ..- MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 MAX. O.G SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 52 +/50 +/-50 +/-50 +f50 +!-5Q 54 +/50 +1-50 +r-50 +/-50 APPLIES TO A, B, COR D ANCHORS (SEE TABLE 2) APPUES TO €OR FANCHORS (SEETABLE 3) 56 +/50 +(-50 +/-50 58 1S" 3.5" FOR E ANCHORS, 4" FOR F ANCHORS 60.926 +l50 PRODUCT REVISED as complying with the Florida Building Code Noa-No. 17-0614.06 expiration Date 09/24/2020 By �-- NO CHANGES THIS SHEET, m W z co si � as � w _ o ti o al°a O i3 N Zw _ J O OZ D �o ^ i ¢ u,aa =u r o O OO o o� Z W — ON Z (=7 ¢ O `JMo w o Z m a z `C U LU LL H- � O Z ¢ co w ® N W LU :aa45 Q U UU Z WUU aL a X d o 0 C) Z W % C) Z a;ll1 ��sap s ua5 ottY LYAf1v `.. �'• ttGENS+�'`'(`� i No. 58705 �0STATE F .' 7�` 411 S ���NAL tEN `. A. LYNN MILLER, P.E. RE # 58705 PRODUCT REVISED TABLE 6 as complying with the Florida Window Design Pressure, (+(- psfj Use this tans t Building Code HOC. -No. 17-0614.06 3116"A Ca - Airs ace-5/16"A/AwithPVB for Gass 9&10 Type. T Expiration Date 09/24/2020 3/16" T Ca -Airs ace - 5116" AIA with PVB TABLE DIMENSIONS MAY BE 1 Window Long Side ('in) ORIENTED VERTICALLY OR ey .._ Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. Miami-D a Product Control 32 +150 +/-50 +/-50 +/-50 +/--50 +/-50 +/50 +/-50 +/•50 750 750 +/•50 +ISO LONG 34 +/SO +1.50 +/-50 +1-50 +l--50 +/-50 +J-50 +/-50 +/•50 +/-50 +/-60 +1-50 +tSO SIDE �-+— LONG SIDE —►{ �/ 36 +ISO +/-50 +/•50 +t_[p +l-50 +1_50 +/v0 +i-50 +/-50 +1-W +1•50 +1-50 +150 38 +lSO +/-60 +/-50 +1-50 +/-50 +/-50 +/ P^0 +/-50 +1-50 +/-50 +/-50 +,1-50 SNORT 40 +150 +1-50 +/-50 +/-60 +i-50 +/-50 +150 +/-50 +l-50 +1-50 +/-50 SIDE 42 +150 +/-50 +/-50 +1-50 +1-50 +/-50 +ISO +/-50 +l-60 +r.50 SHORT 44 +l-60 +l-50 +/-50 +)-50 +/-50 +/•50 +ISO +1-50 +l-50 �— SIDE NO CHANGES THIS SHEET, v m 46 +/SQ +1-60 +1-50 +/-50 +t-60 +1-50 LONG SIDE L 48 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +ISO i �� —.-j 60 +/•50 +/-54 +I-50 +f-60 +1-50 t/-50 1 T 52 +ISO +1-50 +l-50 +J-50 +l-50 54 +ISO +1-50 +/-50 +/-50 SHORT LONG SIDE �� SfDE 03 56 +ISO +1-60 +;-50 LU z v Y In •naa 06 58 +./-50 +ISO E w Q O 60.926 +/SO >- LO N > aaoo u0 � (� N Z w V SIDE f'T 0 1 o o- in XFJ ❑ TABLE 7: z U- W i Q uM>.a Window Design Pressure, (+1- psf) Use this Ohl` = w s EC o for Glass U U W O� z 118" TCap -Airspace - 7/16" A/A with PVB Type: z ` 0 �Ma > O r Long Side {in} > � i ❑ m r o 0- 60,926 64 66 68 70 74 77 80 84 87 92 97 99 Z O1 0 (!) LL g+I-70 +1-70 +;-7Q +r-7Q +/70 +,-70 +{-7Q +/-70 +1.70 +1-70 +1-70 +1-70 +1-70 Co O +/-70 +/-70 +/-70 +1-70 +/-70 +l-70 +)-70 +1-70 +/•70 +/-70 +l-70 +1-70-W +1.70 +/-70 +/-70 +/-70 +1-70 +1-70 +)-70 +/-70 +l-70 +/-70 +/-70 +I-70 O LU ;saws +/-70 +1-70 +1-70 +l-70 +/-70 +1-70 +/•70 +/-70 +1-70 +1-70 +!-7D Q +/-70 +/70 +/-70 +1-70 +1-70 +1-70 +1-70 +{70 +1.70 +l-70 i UZ +J-70 +/-70 +1-70 +/-70 +1-70 +1-70 +1-70 +1' 70 +1.70 Q Ld L a1u>5 44 +l-70 +1-70 +1.7p +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 " X a' CD a O z N 46 +/-70 +1-70 +1-70 +1-70 +/ 70 +/-70 +/-70 +1-70 w } CD in Co c 46 +/-70 +l-70 +/-70 +1-70 +/-70 +/-70 +1-70 O z LU 50 +/•70 +/-70 +/-70 +J-70 +1-70 +1-70 ❑ aIl?1>sa4 s ua5 52 +1-70 +i-70 +/-70 +1-70 +/•70 84 +1-70 +/-70 +/-70 +1-70 56 +1-70 +1-70 +1-70 .�� pNY.LYNN NOTES: ��..•`10E11'11��i � 58 +l-70 +J-70 1) BUCK DIMENSIONS SHOWN. QC�.•' P '•..�� �� 60.926 +l-70 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 FIND THE SMALLEST SQUARE WINDOW SIZE IN ; 0 STATE (V�\ THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL FI pRfOR ,A WINDOW WILL COMPLETELY FIT WITHIN. S A. LYNN MILLER, P.E. P.E.# 58705 MAX. O,C. SPACING IFANCHbR1NG MAX. O.C. SPACIN6IF ANCHDRING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO A, B,COR DANCHORS APPLIE5T0 FOR FANCHORS (SEE TABLE 2) ISEE TABLE 3) 75" 3.S" FORE ANCHORS, 4" FOR F ANCHORS MAX. O.C. SPACING I€ANCHORING MAX. O. C. SPACING I€ANCHOR€NG THROUGH THE FRAME PER SHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B,COR DANCHORS APPLIES 70 FANCHORS {SEE TABLE ?) (SEETABCE 3) 15.5" 4" PRODUCT REVISED TABLE 8: WIRdOW Design Pressure, {+/-psi Use this fable B complying with the Florida Building Code for Gass 12NOA-No. 17-0614.06 3116" A Cap - Airspace - 7116" A/A with PVB Types: Long Side (in) Expiration Date 09/24/2020 Window TABLE DIMENSIONS MAY BE Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR By -"" 32 +/m70 +/-70 +1-70 +/-70 +l-70 +/-70 +/-70 +/-70 +1.70 - +1-70 +1-70 +/-70 HORIZONTALLY AS SHOWN. Miami-D a Product Control 34 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +7-70 +1.70 +1-70 +/-70 +!•70 LONG 36 +1-70 +1-70 +1-70 +/-7D +/-70 +,'-70 +/-7D +/-70 +/-70 +1-70 +1-70 +/-70 SIDE LONG SIDE 38 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 40 +/-70 +1-70 +1-70 +/-70 +?-7Q +/-70 +t-70 +/-70 +/-70 +1-70 +/-70 +/-70 SHORT 42 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-69.5 +/-66.7 Ile, 44 +/-70 +1-70 +140 +/-70 +/-70 +1-70 +140 +1-70 +1-70 +/-69.9 +/-66.4 +1•63.7 SHORT 46 +1-70 +/-70 +!•7D +/-70 +/-70 +/-70 +/-70 +/-70 +1-69.9 +/-674 +/-63.9 +/-61,7 SIDE I - NO CHANGES THIS SHEET. 48 +1-70 +1-70 +1-70 +/-70 +1-70 +i-70 +1-70 +/-70 +;-67.8 +1-65.3 +1-61.9 +1-59,7 a 50 +140 +?-70 t1-70 +/-70 +/-70 +/-70 +/-69.5 +/-68.5 +/-65.9 +/-63.4 +/-59,9 CO 52 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-67,8 +1-66.9 +1-64.2 +/-61.6 h-"- LONG SIDE o 54 +/-70 +/-70 +/-70 +/-70 +!-7fl +/-7Q +/-G62 +f-65.3 +l-62.5 56 +/-70 +(-70 +/-70 +1-70 +/-70 +/-69.2 +!-^04.7 +/-63.8 SHORT LONG SIDE SIDE 57 +1-70 +1-70 +1-70 +/-70 +/-69.8 +1-68.1 +1-64 CO Aaa 60 +/-70 +/-70 +/-70 +/-69.7 +1-67 +/-65.3 w C) 3: 62 +/-7Q +/-70 +( 69.9 +/ 67.9 +i-65.2 MAX, O.C. SPACING IFANCHORING MAX. O.C. SPACING IFANCHORING x E THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SH€ET4 } �� a�G W o 64 +1•70 +/-7Q +/-68, 3 +/-66.3 o w 7 66 +/-69.9 +1-68.9 +/-66.7 APPLIES TO B, COR DANCHORS APPLIES TO FANCHORS 0 NT SHORT j co I- tt J 7 j (SEE TABLE 2) (SEE TABLE 3) SIDE J o a m 40 � 68 +/-68A +/-67.4 1s.s^ 4,. Z LL 0 � = 69.649 +f•67.1 U LLP b ©J O TA13LE 9: H Z a 3 9ON Window Design Pressure, (+t- psf} use this table o j o CO far Gass 13 0 Z U 3116" T Cap Airspace - 7116" A/A with PVB Type: Z ° ?� U) WO Window Long Side (in) F- Dimensions �.649 71 73 75 78 80 85 86 89 92 96 99 Z Q o W H- 32 +/-7Q +/-70 +/-70 +/-7Q +/-70 +/-70 +/-70 +1-76 +1-70 +1-70 +l-7Q +1-70 cO W Iaa45 34 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/•70 +(-70 +l-70 ® °�' W u Q 36 +1-70 +1-70 +1.70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 x U N z 38 +/-70 +/-70 +/-70 +/•70 +/-70 +1-70 +1-70 +1-70 +1-70 +l-70 +/-70 +/-70 a d of aloas 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +140 +1-70 +1-70 +1-70 0 = 0.. o LL Z 42 +/-70 +l-70 +1.7D +/-70 +l-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 w } C9 U) 44 +/-70 +1-70 +i-70 +l-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 Z W a 46 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1.70 +1-70 +1-70 +/-68.6 allllasaQ s ua5 48 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-68.8 +/-66.3 0 50 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.6 `HLY/1J 52 +/-70 +/-70 +1-70 +140 +1-70 +/-70 +/-70 +1-70 +1-70 +/-68.5 NOTES: �\ � P� f�/f 54 +/-70 +/-70 +/-76 +/-70 +/•70 +/-70 +/-70 +/-70 +?-69.5 CE S N 1) BUCK DIMENSIONS SHOWN. 56 - +1.70 +1-70 +140 +1-70 +/-70 +/-70 +/-70 +/-70 = - No. 53705 57 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 - 2) FOR SIZES NOT SHOWN, ROUND UP TO THE e NEXT AVAILABLE SHORT OR LONG DIMENSION. .� a p° (�c"j' ` 60 +l-70 +1-70 +/-70 +/-70 +/-70 +/-70 3) FOR ARCHITECTURAL WINDOWS SEE SHEET " ( [ // �?���\ 62 +/-70 +/-70 +1-70 +/-70 +/-70 MAX, O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING ( )' STATE OF FIND THE SMALLEST SQUARE WINDOW SIZE IN i T THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 THE TABLES ABOVE WHICH THE ARCHITECTURAL ' c`w`S ''. F<OR I.''.I' \�\� 64 +l-70 +1-70 +I-70 +1-70 WINDOW WILL COMPLETELY FIT WITHIN. �i 66 +l-70 +l-70 +/-70 APPLIES TO B, C OR DANCHORS APPLIESTO FANCHORS /�i��OJ`/AL'a' 66 +/-70 +l-70 (SEE TABLE 2) (SEE TABLE 3) 'f//111111 �55\ 69 8J +/-7D 15.5" 3.9" A. LYNN MILLER, P.E. P.E.# 58705 Window Dimensions 32 34 36 36 40 42 44 46 48 50 65 52 a 54 56 57 6o 62 64 66 68 69.a Window Dimensions 36 40 42 44 48 50 51 54 2 v 56 a 58 c 61 63 64 66 68 70 72 74 76 77.76 Window Design Pressure, (+I- psf) 3/16" A Cap - Airspace - 7116" A/A with SG ro Gassl 14 69.649 71 73 75 78 80 85 - 86 89 92 96 99 +801-110 +801-110 +801-110 7537110 +BO1-110 +80/-110 +8M-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80l-110 +60/-110 +801.110 +801-110 +801-110 +301-110 +801-110 +601.110 +80/-110 +80/-109.4 +801-108,3 +80/-107.6 +80f-110 +801-110 +80/-110 +80/-110 +801-109.5 +80/-108.6 +801-106.8 +80f-106.5 +80/-105.5 +80/-104.7 +80f-103.6 +80/-102.9 +801-109.7 +80/-108.9 +SOh1 W.8 +80/-106.8 +80l-105.5 +80/-104.6 +801-102.7 +80f-102.4 +80/-101A +80/-100.5 +80/-99A +80/-98,7 +801-106.3 +80/-105.5 +801-104A +80/-103.3 +80/-101,9 +80f-101 +801-99,1 +80/-98,7 +80/-97.7 +80/-96.8 +801-95.7 +801-95 +80/-103.3 +80/-102,5 +80/-101.3 +80/-100.2 +80/-96.8 +801-97.9 +80/-95.8 +801-95,5 +80/-94,5 +801-93.5 +80/-92.4 +80/-90.7 +80/-100.7 +801-99E 8 +80/-98,6 +80/-9Z5 +801-96 +801-95 +80.+-92.9 +801.92,6 +801-91.5 +801-90.4 +80/-87,1 +80/-84.7 +801-98.4 +80/-SIE2 +801-95 +801-93.4 +80/-92.5 +801-90.3 +80/-89,9 +80l-88.1 +80/-B5.5 +80/-83.1 +80/ -6 +801-96.3 +80/-94.1 +801-92.9 +801-91.2 +80/-90.2 +80/-88 +801-87.6 +80/-84.6 +60/-82.6 +801-80.2 +l-78.6 +80l-94.6 +80f-92.2 +801-90.9 +80/-89.2 +801-88.2 +80/-854 +80/-84.5 +80/-82.4 +801-80.2 +1-77.6 +801.93+80/-90.5 +80/-89.2 +801-87.4 +80/-86,4 +80/-83,3 +80/-82.5 +801-80.2 +1-78 +80/-91.7 +80/-89.1 +80/-87.7 +80/-85$ +80/-84.7 +801-81.3 +80/-80.4 +/-78,1 +801-90,5 +80/-89,4 +801-878 +80i-86.4 +80/-84.4 +801-83,2 +1-79.3 +/-78,5 +80/-90 +80/-88.8 +801-87.2 +80l-85.8 +801-83.4 +80/-82 +I-78.4 +80/-87.2 +80/-86 +80/-84 +80/-82.5 +80/-801 +/48.6 +80/-846 +80/-83.8 +80/-82A +80/-80,4 +/-78 +80/-82.9 +801-82 +801-80A +/-78.4 +80f-81.1 +80/-80.1 +1-78.3 +/-79,3 +/-78.4 TIFF MAX. O.C. SPACING 1F ANCHORING MAX. O.C. SPACING IF ANCHORING Window Design Pressure, (+/-psi 3/16" T Cap -Airspace -7/16" A/A with SG TABLE DIMENSIONS MAY BE ORIENTED VERTICALLYOR HORIZONTALLY AS SHOWN. 'LONG SIDE �-� LONG SIDE SSIDET � II _ SHORT - -'-I SIDE I - LONG SSIDET �/ GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL ® FIN FRAMES. Usethis Fable for Glens 15 Type 77 76 79 81 B3 � 86 � 87 � 91 � 94 � 96 i 99 � 104 � 107 � 111 +8G/-110 +80%110 +80 -110 +80 -1 i0 +80/-110 +80!-i 10 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80r-110 +80/-11G +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-109.9 +80A108.5 +80/-107.5 +801-106.9 +801-106.1 +801-104.8 +801-104A +80/-103,3 +80/-110 +8W-109.8 +80/-108,8 +80/-107.9 +80/-106.7 +801-106.3 +80/-104,8 +80/-103.8 +80/-103.2 +801-100.8 +80/-97.7 +801.96.4 +801-94,8 +80!-107.3 +80f-10647 +801-105.7 +80/-104.7 +80/-103.4 +801403 +80/-101.4 +80/-98.6 +80/-96.7 +80/-94.1 +801-91.4 +801-90.3 +801-89.2 +80/.102 +80/-101.3 +80/-100.3 +801-99.2 +601-97,3 +801-96.2 +801-92.5 +801-90.4 +601.89.2 +80/-87.3 +801-84.4 +801-82.7 +801-80.5 +80/-99.6 +80/-99.1 +8u-98 +80/-96.9 +801-919 +80/-93A +801-899 +801-877 +80/-86.2 +80/-84.3 +801-81.1 +/-7943 +/-77 +80/-95 +80/-96.9 +80/-95.8 +80/-92.8 +801-92 +B01-88.7 +80/-86.4 +801-85 +BO/-828 +1-79.6 +1-77,7 +1-75,3 1 +80/95.3 +80/-94 +80/-92.1 +80189.4 +801-88,5 +80-$5.1 +80/�2.7 +80l�1.1 +/-78.9 +/-75.3 +/-73.2 +!-70.6 +80/_93,2 +80 -91.6 +80 -90.1 +80187.2 +80/ 86.3 +80.82.8 +80/-80.2 +/-78.6 +/-76.3 +1-72.5 +1-705 t801-90.6 +8(Y•89 +80l-87.5 +80/ 85.1 +801 84.2 +80 -80.6 +1-78 +/-76.3 +/-73.8 +/-70,2 11�9 +80/-87 +80/-85.3 +80/-83.6 +80!$1.2 +80/-80.5 +!-7Z3 +/-74.6 +1.72.8 +1-70.4 5 +801.84.6 +8Wa82,8 +80/-81.1 +/-78.8 +/-78 +1-74.8 +1-72.3 +/-70.6 4 +80/83.5 +801.81.7 +/-80 +/-77.5 +/-76.6 +/-73.5 +1-71.2 2 +80/-81.2 +/-79.4 +/-77.6 +/-75 +1-74.2 +1-71 +/-80 +/-79.1 +/-7Z2 +/-75.4 +/-72.7 +/-71.9 +;-78 +/-77.1 +/-732 +/-70.5 +1-76 +/-75 +/-73 +/-71.1 +/-74.1 +/-73 +/-71 +/42.2 +/-71,1 MAX. O.C. SPACING IF ANCHORING MAX. O.C, SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOT APPLICABLE 13.2" LONG SIDE _ SHORT _ SIDE ALLOWABLE MAX. O.C. SPACING IF ANCHOR GROUPS ANCHORING THROUGH PER SHEET2 THE FRAME PER SHEET3 B, C OR D NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES N07 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 TABLES) ABOVE WHIGH 7HE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.06 F�cpiration Date 09/24/2020 NO CHANGES THIS SHEET. `1 m W 3 rn - naa �o rn U) o i9 N z w aI°G C 47 Om OW JO J o a o T8 z LC n i QUMOJG U U o� z r� '°N o ¢ 0O UM(j ' C) co o z $ z O W LL_ �j O z CO LU r o 2 tIJ laays ® W u Q m z Q oW of el u X a o o LLL z .J t7 G z w 0 D- a1711 saG s uaS �,okAY LYNA/�f. / ��.•. 0 ENSF''•����� No.58705 �O�•. STATE FONAL C� A. LYNN MILLER, P.E. P.E.# 58705 PRODUCT REVISED as complying with the Florida TABLE 12: TABLE DIMENSIONS MAYBE Building Code =for e Window Design Pressure, (+!_ psiNOA-No. 17-0614.06 s �� ORIENTED VERTICALLY OR1/8" T Cap -Airspace - 7116" FV i with SG e: HORIZONTALLY AS SHOWN. / Expiration Date 09/24/2020 Window Long Side (in) LONG t SIDE By Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 93 �-+-- LONG SIDE �- Miami- a Product Control a2 +801-110 +86F11Q +801-110 +80f-110 +a01-t16 +SD/-1i0 +80/-1 iD +801-110 +801-110 +80/-110 +801-110 +SOI-tiQ +80f-11D _ 34 +801-110 +801-110 +80/-110 +a0/-11D +80/0110 +80/-tio +801-110 +80?-110 +80t-110 +80/-110 +801-110 +BD/-110 +80J-110 36 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +8(y-110 +80f-t 10 +80/-110 +80/-110 +80/-110 +807-t10 SHORT SIDE 3S +801-110 +801-110 +80/-110 +80/•410 +801-110 +80/-110 +80t-116 +BDJ-itD +801-tiQ +84t-NO +8D/-110 +fl61-110 SHORT 40 +801-110 +801-110 +80/-110 +801A10 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-i 10 IL SIDE 42 +801.110 +80/-110 +80/-110 +801-110 +80f-110 +801-110 +$Ol-110 +841-11 0 +801-110 +80/-t10 y 44 +80f-110 +80/-110 +80l-110 +SQJ-i10 +801A 1p +80/-110 +80/-110 +801-110 +801-110 .o 'I�— LONG SIDE —� NO CHANGES THIS SHEET. m 46 +80/-110 +80t-110 +807-t10 +801-110 +801-110 +861-110 +801-110 +BQf-it0 t 48 +801.110 +801-110 +80/-110 +80/-110 +80/Alo +801-110 +801410 N W 50 +80/-110 +80i-110 +80/-1 i0 +80iA 10 +801-110 +801-110 SHORT SIDE LONG 52 +80!-11p +8D/-110 +801-110 +80/-110 +80/a 10 SIDE 64 +80I-110 +801-110 +80/-110 +801-110 56 +80:-110 +80!•NO +801-110 58 +80/-110 +80/-110 w z 7 Cl) CO GLASS TYPES 14 THROUGH > N 60,926 +801-110 17 MAY NOT BE USED WITH SHORT D_ J-CHANNEL OR INTEGRAL SIDE ❑ rn O o i FIN FRAMES. }O N z w aaoa p o� LO TABLE 73: Use this table d ce) c9 it to Window Design Pressure(+1-psf) -1 o a" d ,r8 0 for Glass 17 OZ LL w b Q uMo�a 3116" T Cap -Airspace - 7116" HIH with SG = w c O Window Long Side (in) U U 00 o Z Dimensions 77.76 79 81 83 86 87 Si 94 96 99 104 107 111 118 120 125 136 144 H W ¢aN o O 9M0 36 +$0/-110 +80Ft10 +801-110 +80/-110 +8D1-1t0 +80l-110 +801-110 +80/-110 +80/-110 +80J-110 +80J-110 +80i-110 +801AIC +801-110 +80/-110 +80/-110 +801-110 +80/-110 I^ a 0 w CO 40 +Som 1D +80/-110 +80/-110 +80/-110 +801.110 +80/-110 +801-i1D +601-110 +80f-110 +801.110 +801-110 +801-110 +801-110 +8D/-110 +80/-110 +a0/-110 +80/-170 +80/-110 Z Oe o z Cl) 42 +801-110 +80f-110 +80/-110 +801•t10 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +8o/-110 +801A 10 +80/-110 +80/-110 +801-110 O 44 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 W r 48 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/•110 +80/-110 +80/410 +a0/-1io +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 m w Pegs 50 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-ti0 +801-110 +80/-110 +80f-110 +801-110 +80/-110 +801-110 +801-110 +80/-116 +80/-110 O Q5 CID 51 +80/A10 +501-110 +80/-110 +80/-110 +80f-110 +801-110 +801.110 +80/4110 +80/A 10 +80l-110 +80/-110 +801-110 +80/-110 +80/-110 U Z 64 +eo/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +8W-110 +80/-110 +80/•110 ¢ aloas �- 56 +801-110 +601-110 +80/-t 10 +801-110 +801-110 +80/-110 +801-11C +801A 10 +80/-110 +80/-110 +80/-110 +80/-110 `L �= O- o p � z �. 0 58 +80t-110 +80l-110 +801-110 +80f-110 +80/-110 +80/-110 +801-110 +80/•l 10 +80l-110 +80/-110 +80/-110 N 61 +80/-110 +801-1 i 0 +80/-110 +601-110 +90/0110 +80/-t 10 +80/-110 +80/A 10 +80/-110 +801-110 U Z W d m 63 +80/•110 +80/-1t0 +801-110 +801-110 +801110 +60/-110 +801-110 +801-110 +80/-110 ❑ 64 +80/-110 +801-110 +801.110 4801-110 +801.110 +80/-110 +80/-t10 +80/-110 agil osaC sauag 66 +80/-110 +801-110 +801-110 +80/0110 +80/-110 +801-110 +801-110 68 +80/-110 +80/-110 +80/-110 +80f-110 +801-110 +801-110 �G�Y'LYNM 70 +80f-110 +801-110 +801A 10 +eo/-Ito +bo1-110 _'�, '' LICENSE Q,•' 72 +80/-110 +801-110 +801110 +801-110 -� _= �- ;� Na. 58705 _ 74 +SOJ-110 +80/-110 +801-110 76 +80l-1 t0 +80l-110 — t -.-s —s 77,76 +801-110 %®A S7A7E iOp ORIDP,. NOTES: s/®NAL "01111I�NG 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. A LYP.E.# 587 5 P E MAX, G.C. SPACING IF ANCHORING MAX O.C. SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THEINTEGRALFPN PER SHEET4 APPLIES TO B. CORD ANCHORS (SEE TABLE Zj NOT APPLICA 8LE 116" 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 FRAMI ASSEMBLYC —�-{c— 1.3�761P �L•�t . OANCHOR COVER .301" O718" BEAD MITERED CORNERS WITH EXTERIOR WELDS EXTERIOR 3,500" 075" 2.166" T 1.375" O J-CHANNEL FRAME .625" 1 STRUCTURAL POLYISOBUTYLEN WITH DES iCCANT EXT. GLASS Part # Description Material 80 Kommeding 4SG TPS Spacer System 81 Quanex Super Spacer nXi' with Hot Melt Butyl See this Sheet for 82 Quanex Duraseal Spacer Materials 83 Cardinal )C Edge Spacer KthtKt=lVVt Ital KtYUKI J:f Il-O(1I, O�DO (%OJ/V KODISPACE 80 4SG TPS STRUCTURAL SILICONE 1!4" NOM. FOAM WITH DESICCANT EXT. GLASS fNT. GLASS 3.500" 075" OFLANGE FRAME HOT -MELT BUTYL NOM INT. GLASS SUP/E+R �9 y 87 SPACER�IVXi TM 2.166" BUTYL & DESICCANT FOAM EXT. GLASS �, 3.500" 1.375"Ij � INTEGRAL FIN FRAME ALUMINUM REINFORCEMENT 5/16" NOM POLYISO- BUTYLENE- SEAL ROLL -FORME STAINLESS STEE �/ -INT.GLAss D JR�A+SEAL® 8Z 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 Corer 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 Shaflow 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, 75-77 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, 4) ENERG[ PVC TO BE LABELED FOR AAMA EXTRUDER E. CERT. OF AUTH. #29296 OEQUAL LEGlBOX FRAME DESICCANT FILL AREA 5/16" NOM. \ CONE SEAL Oas XL EDGETM SPAf':FR 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT©2°77 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED VINYL FIXED CASEMENT WINDOW NOA (LM) 0 9/9/'14 BOM &ASSEMBLY amp J ROSOWSKI PW-5540 1°1 NTS {s� 130E 13 1oz1 MD-5540.0 I'{ B INT. GLASS PRODUCT REVISED as complying with the Florida Building Code r1oA-No. 17-0614.06 Expiration Date 9/24/2020 NO CHANGES THIS SHEET. L\GENsg'1��`� Q: • No. 58705 -A i �; `7 S�a1VAL EN 11111111111 A. LYNN MILLER, P.E. P.E.# 58705