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HomeMy WebLinkAboutProduct Approval - fixed PVC windowM IAM I ADE 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 w.miamidade.eov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -5520 Vinyl" PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD -5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, 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 Iiterature. 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 NOAtt 16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.09 Expiration Date: Apri130, 2020 6, 2017 Approval Date: October 2 it�f 1'7/17 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0930.25) 2. Drawing No. MD -5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, 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. 16-0629.12) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NDA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P rez, E. Product Control xa Diner NOA No. 1 - 614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 6" Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW -5520 Vinyl" PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel etez, P.E. Product Contra taminer NOA No. 7-0614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-2 GENERAL NOTES: SERIES 5520 IMPACT RESISTANT, VINYL FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD B, SEE LITE (CAP) MUST TEMPERED. SHEET 3 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) ' SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR A ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX. O.C. SCOPE OF THESE INSTRUCTIONS. SEE TABLES 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 LOADS IMPOSED ON THEM BY THE WINDOW. B -00 - 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7897; 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 NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) "PVB" =.090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLASO INTERLAYER BY KURARAYAMERICA, INC. GENERAL NOTES.........................1 DESIGN PRESSURE RATING ELEVATIONS.................................1 VARIES PER GLASS TYPE, SEE TABLES 4-13, SHEETS 6-10 FRAME, GLASS & ANCHOR m OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEG..........................3 INSTALLATION, INTEGRAL FIN & J -C H A N N E L .......................... 4 GLAZING DETAILS... ..................... 5 DESIGN PRESSURES ...................6-10 >> BOM & ASSEMBLY ....................... 11 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH .4-3/16" HEIGHT: BUCK HEIGHT - 4-3/16" CODES/ STANDARDS USED: MAX. BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX. O.C. SEE TABLES 4-13 1 VISIBLE LIGHT WIDTH VISIBLE LIGHT HEIGHT 6" MAX. 6" MAX. D, SEE T� SHEET4 MAX. BUCK HEIGHT, SEE -- -�TABLES 4-13 (LONG OR ' SHORT SIDE) ' A, SEE C SHEET 3 TYP. EQUAL-LEG/BOX & FLANGE FRAME (90° CORNERS) MAX. O.C. SEE TABLES 04 1:3/// 6" MAX. —►I VISIBLE LIGHT WIDTH 6" MAX. •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 1 MAX. O.C. SEE TABLES - 4-9 IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER GLASS TYPE, SEE TABLES 4-13, SHEETS 6-10 MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) 1.25" MAX. —�- � MAX. O.C. SEE TABLES 4-9 VISIBLE LIGHT WIDTH MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) �— D --IN---] 1.25" MAX. -►— TYP. INTEGRAL FIN & J -CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) II � 1.25" MAX. 6" MAX. SEE TABLES VISIBLE4-13 LIGHT HEIGHT MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT1 SIDE) J_ MAX. O.C. —� 6" MAX. 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) 1.25" MAX. ° T MAX. MAX. O.C. SEE O.C. TABLES 4-9 - SEE TABLES 1 4-9 / VISIBLE ° LIGHT HEIGHT MAX.BUCK / HEIGHT, SEE TABLES 4-9 (LONG OR VISIBLE SHORT SIDE) LIGHT WIDTH jI --►I �- MAX. O.C. SEE TABLES 4-9 �{ (� 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) FR0,DUCT F.P`u iS a� toznprtying rovskiut¢� `�« , ze<<'rpiatc �uae ( B JR - 06/06/17 - UPDATED ANCHORAGE TO FBC 2017. 0 W li r Y W0nj m VISIBLE LIGHT C, SEE HEIGHT 0 rn SHEET 4 MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) �— D --IN---] 1.25" MAX. -►— TYP. INTEGRAL FIN & J -CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN) II � 1.25" MAX. 6" MAX. SEE TABLES VISIBLE4-13 LIGHT HEIGHT MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT1 SIDE) J_ MAX. O.C. —� 6" MAX. 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) 1.25" MAX. ° T MAX. MAX. O.C. SEE O.C. TABLES 4-9 - SEE TABLES 1 4-9 / VISIBLE ° LIGHT HEIGHT MAX.BUCK / HEIGHT, SEE TABLES 4-9 (LONG OR VISIBLE SHORT SIDE) LIGHT WIDTH jI --►I �- MAX. O.C. SEE TABLES 4-9 �{ (� 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) FR0,DUCT F.P`u iS a� toznprtying rovskiut¢� `�« , ze<<'rpiatc �uae ( B JR - 06/06/17 - UPDATED ANCHORAGE TO FBC 2017. 0 W li r Y W0nj m w h w 0 rn O N } [ >> O O N To 0 N zw O a , w in 0 rl OJ O a ua C1 '(g z LL r i umo�Q U W U o o� oN smo W —°o = < 06 LU oa O Z a> O O > O Z W W N OQ 08 �"s ® u Z W 0 F Z Q W Z aloes o LL O X J LL of N w } W v? cJ Z W > O a allfl asaQ sai�as * No. 58705 FAQ i T R ZORIDP,.••C;:; `S10NAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 1 GlassTable Type Anchor Description Min. Edge Distance Min. Embedment* 7 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated, (2) Lites of 1/8" A Glass with .090" PVB Interlayer 4 8 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 5 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 10 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 11 1" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 7 12 1" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 7/16" Laminated, (2) Lites of 3/16" A Glass with .090" PVB Interlayer 8 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 14 1" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 10 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 16 1" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 12 17 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 13 TABLE 2: AnIC HORS! MISTALI FD THR(11 Ir:H FRAMF Group Anchor Substrate Min. Edge Distance Min. Embedment* A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (S(3=0.55) 7/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.050" #12 SMS (steel, 18-8 S.S. or 410 S. S.) 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 3/B" 0.050" Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" 2 OF 11 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 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" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre-Gator Concrete min. 3.275 ksi 1-1/2" 1-3/8" 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" DQ 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S. S.) P.T. Southern Pine (SG=.55) 1/2" 1-3/8" Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33' 3/8" 0.0451" (18 Ga.) Steel, A36' 3/8" 0.050" o� #12 SMS (steel, 18-8 S.S. or 410 S. S.) P.T. Southern Pine (SG=.55) 9/16" 1-3/8" Aluminum, 6063-T5* 3/8" 0.063" Steel Stud, Gr. 33* 3/8" 0.050" Steel, A36' 318" 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" SENTRYGLAS O INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Mia F, Min. F. o 92 ksi 120 ksi DQ BOX OR EQUAL DQ FLANGE 90 ksi LEG D oDL�J IIID o� 155 ksi o� 410 SS Elco CreteFlex(D as 189.7 ksi J -CHANNEL 16 ksi INTEGRAL FIN F 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PW -5520 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 6-10. LONG LONG LONG SHORT SIDE SIDE SIDE y{ SIDE ON�� Ozo i l 1 0 W / LONG LONG LONG LONG LONG (7 SIDE SIDE SIDE y{ SIDE SIDE yi Z TTI ioW WW ooo o°o o °�- * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE Mateoal Mia F, Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco AggreGator@ 57 ksi 96 ksi Elco UltraConS 155 ksi 177 ksi 410 SS Elco CreteFlex(D 127.4 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 PROIDIIUCA FtrvisEi3 zs complying, w4b th- Fmvift Bufldirg Code A: cgptwca Nrs ! -(01 F<nira.ion DaW �`i _ �\ CrotVLYN/VM1I * GEN No. 58705 �F° 4 P4 ORION G ///'ONAL EN lllllllltll\ A. LYNN MILLER, P.E. P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ® COPYRIGHT © 2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA (LM&SM) 0 9/9/14 o GLASS/ANCHORS/FRAME OPTIONS oma J ROSOWSKI PW -5520 NTS 2 OF 11 o z MD -5520.0 B PROIDIIUCA FtrvisEi3 zs complying, w4b th- Fmvift Bufldirg Code A: cgptwca Nrs ! -(01 F<nira.ion DaW �`i _ �\ CrotVLYN/VM1I * GEN No. 58705 �F° 4 P4 ORION G ///'ONAL EN lllllllltll\ A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. OPTION 1 EMBEDMENT EMBEDMENT ANCHORED THROUGH FRAME INTO 2X WOOD EDGE DISTANCE 1/4" MAX. 1/4" MAX SHIM ° 4 FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. / EDGE m EDGE DISTANCE EMBEDMENT DISTANCE5 FLANGE FRAME R e SHOWN 0 Li TYP. ANCHOR TYPE, �1/4"MAX. 1"' THICK I.G. gL TYP. ANCHOR TYPE, EMBEDMENTAND 2 EMBEDMENT AND EDGE SHIM DISTANCE PERTYP. ANCHOR TYPE, 74, EDGE DISTANCE PER SUBSTRATE,SEE SUBSTRATE, g EMBEDMENTAND SEE TABLE 2, SHEET 2. EDGE DISTANCE PER TABLE 2, SHEET 2. SUBSTRATE, SEE 5 TABLE 2, SHEET 2. o 7/8" THICK I.G. FLANGE EXTERIOVISIBLE LIGHT WIDTH ►- 7 FRAME EQUAL - NOTES: SHOWN LEG/BOX FRAME 7/8" THICK I.G. BUCK WIDTH SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT HORIZONTAL SECTION A -A AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2. PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN BUCK VISIBLE 1-1/2" THICK ARE TO BE CONSIDERED 1X 1/4" MAX. LIGHT HEIGHT INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR #12 STEEL �{ 1/4" MAX. SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SEE BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR TABLE 2, SHEET 2. GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE :311�yDe7c"P` kW1ti4;".ai DESIGNED TO PROPERLY TRANSFER LOADS TO THE z� cura.gaiyissg ar%ais i:tt:sTe: STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE BuiMguR C': & fscrsCiassrx-4?4y/T�% / ENGINEER OR ARCHITECT OF RECORD.By 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED �Q JFLANGE,EQUAL Nli '"'``"'s P`"u' TO AS DAYLIGHT OPENING) IS MEASURED FROM 1" THICK I.G. BEADING TO BEADING. anc LEG/BOX FRAME NO CHANGES THIS SHEET. TYP. ANCHOR TYPE,SHOWNp O EMBEDMENTAND- EDGE DISTANCE PER EXTERIOREXTERIOR 4 SUBSTRATE, SEE INSTALLATION INSTALLATION EQUAL- TABLE 2, SHEET 2. OPTION 4 OPTION 4 LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL FRAME srlowN �1/4" MAX. SHIM TECHNOLOGY DRIVE �``���NYI�yNH777'% `���,.• ���� o1070 ` L10EN�4 VENICE, FL 34275 Q . • �� (941)-480-1600 (9 No. 58705 - ° EMBEDMENT ® COPYRIGHT ©2077 PGT INDUSTRIES, INC. VISIBLE LIGHT FORMULAS CERT. OF AUTH.#29296 ALL RIGHTS RESERVED /,6 * — -0 � �7 — io '• 6 (( ` INSTALLATION WIDTH: BU HEIGHT: BUCK HEIGHT v VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 �O%N sra Q 4� a tis '•. IORIDP• ; OPTION 2 -4-3/16" EDGE DISTANCE ` /7 ANCHORED THROUGH o m'' J ROSOWSKI o FLANGE & EQUAL-LEG/BOX FRAMES o �Sj/QNAL ENG`\` FRAME DIRECTLY INTO VERTICAL SECTION B -B / / I 11,11 CONCRETE/CMU. °' c� - PW -5520 NTS 30F11 oz MD -5520.0 B A. LYNN MILLER, P.E. P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J -CHANNEL FRAMES INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE J -CHANNEL FRAME r SHOWN BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) 1/4" MAX. SHIM EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) 7/8" THICK I.G. 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. 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 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. J -CHANNEL FRAME SHOWN EXTERIOR INSTALLATION OPTION 5 1/4" MAX. SHIM ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. f EDGE DISTANCE SEE NOTE 2, THIS SHEET. 1" THICK I.G. INTEGRAL FIN 7/8" THICK I.G. dnFRAME VISIBLE LIGHT WIDTH SHOWN BUCK WIDTH HORIZONTAL SECTION C -C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. AAY RF VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. 1/4" MAX. SHIM 0 OR #12 STEEL_ SMS (G5), SEE TABLES 2 & 3, SHEET 2. 1/4" MAX. SHIM INSTALLATION 1070 TECHNOLOGY DRIVE OPTION 6 1"THICK I.G. ANCHOREDTHROUGH FRAME INTO 2X WOOD (941)-480-1600 FRAME OR BUCKSTRIP. SEE ® NOTE 2, THIS SHEET. EXTERIOR INSTALLATION OPTION 5 1/4" MAX. SHIM ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. f EDGE DISTANCE SEE NOTE 2, THIS SHEET. 1" THICK I.G. INTEGRAL FIN 7/8" THICK I.G. dnFRAME VISIBLE LIGHT WIDTH SHOWN BUCK WIDTH HORIZONTAL SECTION C -C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. AAY RF VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. 1/4" MAX. SHIM 0 OR #12 STEEL_ SMS (G5), SEE TABLES 2 & 3, SHEET 2. 1/4" MAX. SHIM 1/4" MAX. SHIM EDGE DISTANCE T VISIBLE LIGHT FORMULAS EMBEDMENT WIDTH: BUCK WIDTH - 4-3/16" HEIGHT: BUCK HEIGHT - 4-3/16" VERTICAL SECTION D -D 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS 1070 TECHNOLOGY DRIVE 1"THICK I.G. MEASURED FROM BEADING TO BEADING.FIN AND/ORFLANGE (941)-480-1600 ® MAYBE CERT. OF AUTH. #29296 105—in REMOVED IN -FIELD VINYL FIXED WINDOW NOA (LM&SM) g INTEGRAL FINEXTERIOR TYP. ANCHOR TYPE, EMBEDMENT FRAME SHOWN -1 O 111 AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN, �J INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 3, SHEET 2. INTO METAL, SEE TABLE 2, SHEET 2. 1/4" MAX. SHIM EDGE DISTANCE T VISIBLE LIGHT FORMULAS EMBEDMENT WIDTH: BUCK WIDTH - 4-3/16" HEIGHT: BUCK HEIGHT - 4-3/16" VERTICAL SECTION D -D EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) PRODlier REVISED as c )rap, yi g wWl €1 ,Fid ..x>•ixae Min Cz¢a. _ Pe -i. 1111111111/// `.1�1 p1Y LYWN P��•'' LICENSEi<<� No. 58705 �•., S7�TE FP " ,..4(/�11, �'�/�ASO E � I lilt INAL 1011. A. LYNN MILLER, P.E. P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ® COPYRIGHT ©2017 PGT INDUSTRIES, INC. CERT. OF AUTH. #29296 ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA (LM&SM) g 9/9/14 o J -CHANNEL & INTEGRAL FIN FRAMESom J ROS OWSKI PW -5520 NTS 40F11 oz MD -5520.0 B xn EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) PRODlier REVISED as c )rap, yi g wWl €1 ,Fid ..x>•ixae Min Cz¢a. _ Pe -i. 1111111111/// `.1�1 p1Y LYWN P��•'' LICENSEi<<� No. 58705 �•., S7�TE FP " ,..4(/�11, �'�/�ASO E � I lilt INAL 1011. A. LYNN MILLER, P.E. P.E.# 58705 --►{ 7/8" NOM. 7/8" NO _ 7/8" NOM. —► 7/8" NOM. r 5/16" A/A PVB 5/16" A/A PVB -- 5/16" A/A PVB 5/16" A/A PVB ?R0EKA-f PEVISSD 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 3/16" T GLASS as cnnipiying N ;tis tht' Bail d:axg Cade aEXTERIOR a EXTERIOR EXTERIOR a EXTERIOR Aresptavu -0 t4.. Expiration Date By 80-83 80-83 80-83 80-83 =hrni Lada proftet L`olft NO CHANGES THIS SHEET. GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 7 0 1" NOM. 1" NOM. 1" NOM. -' 1"N M. �{ U j Y U) naa �- 7/16" A/A PVB - 7/16" A/A PVB — 7/16" A/A PVB 7/16" A/A SG w Ro rn 0 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE p } p 0 o ad04 1/8" T GLASS 3/16" A GLASS 3/16" T GLASS 3/16" _A GLASS ---\ i� N zw M -, N LL? umo�Q aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR z U SO a i U W o o J � 80-83 80-83 80-83 80-83U W — 00 ~ J H z 7 =V' 4 W 05SMO ON GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z ° g a 0 LL 0 z 0 aa4S I� 1,. NOM. -► ►- 1" NOM. y � 1" NOM. �j N i Z � J a U) Z BY Miami Dado Product C lro;. D ¢ 0 W W p 7107, 7/16" A/A SG 7/16" H/H SG 7/16" H/H SG EXTERIOR ° Ll Z 3/8" AIRSPACE 7/16" AIR SPACE 3/8" AIR SPACE a w N Q 1/2" NOM.GLASS U z 3/16" T GLASS _ 1/8" T GLASS 3/16" T GLASS BITE TVP. 80-83 j o a111osep EXTERIOR a EXTERIOR a EXTERIOR 74 sai�aS 6 7 80-83 1 80-83 80-83 \\\t1\1111111//// . LYNAy4 . �10ENSF •. �(�� ���•. /= GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 * , No. 58705 om a t. a� • - S7 TE F "A" = ANNEALED "H"= HEAT STRENGTHENED GLASS TYPES 14 THROUGH " ,A0 �44; �'•, : %� •'•F� ORIDP.. •'• �� '//'S;S�0NAL ' NOT BE USED OR INTEGRAL TYP. GLAZING DETAIL ENG`��` "PVBTE 090T ROSIFOLO J PVB BY KURARAY AMERICA, INC. _ FIN FRAMES 1 11 1 1 111 t "SG" = .090" SENTRYGLAS ® A. LYNN MILLER, P.E. INTERLAYER BY KURARAY AMERICA, INC. P.E.# 58705 TABLE 1: Window B Eo - TABLE 5 ? V Window Design Pressure, (+I- psf) Window Design Pressure, (+/- psf) - =.8 > Use this table fa Glass TY pe: 7 1/8" A Cap - Airspace - 5/16" AIA with PVB 8 Window O y w m m Window Long Side (in) N alo4 Long Side (n) Dimensions 51.05 54 56 58 62 64 68 72 76 80 1 84 87 U W 18 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 34 20 +/-50 +/-50 +1-50 +1-50 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/50 22 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 24 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 26 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +150 +/-50 +/-50 +/-50 +/-50 28 +/-50 +/-50 +1-50 +150 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +150 30 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +150 +/-50 32 +1-50 +/-50 +/-50 +/50 +/50 +/-50 +/50 +/-50 +1-50 +/50 +/50 +/-50 +/-50 34 +/-50 +150 +/-50 +/-50 +/-50 +/-50 +1-50 +/50 +1-50 +150 +/-50 36 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/50 APPLIES TO A, B, C OR D ANCHORS (SEE TABLE 2) APPLIES TO E OR F ANCHORS (SEE TABLE 3) +/50 +/-50 +/-50 U) 38 +/-50 +/-50 +/50 +1-50 +/-50 +/-50 +/-50 40 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 42 +/-50 +150 +/-50 +/50 +1-50 44 +/-50 +/50 +/-50 +/-50 APPLIES TO A, B, COR DANCHORS APPLIES TOEORFANCHORS (SEE TABLE 2) (SEE TABLE 3) 46 +/-50 +/50 +/50 48 51.05 +/-50 TABLE 5 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE SHORT SIDE �� _ SHORT - - SIDE I— �— LONG SIDE SHORT LONG SIDE �� SIDE J— 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 FIT WITHIN. PRODUCT REVISED ,,9 Building Code Acc�ptamx Me _. NO CHANGES THIS SHEET. 0 W a ? V L (p Window Design Pressure, (+/- psf) - =.8 > (6 Use this table for Glass Type: 8 1/8" T Cap -Airspace - 5/16" A/A with PVB O y w m m Window N alo4 Long Side (n) Z W Dimensions 60.926 64 66 68 70 -1 77 80 84 87 92 97 99 U W 32 +150 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/50 +/-50 Z 7 J (� a 34 +150 +1-50 +/50 +150 +/50 +/-50 +1-50 +/50 +/-50 +/-50 +/-50 +/-07.3 +/-46.7 O 36 +/50 +/-50 +/-50 +/-50 +/50 +1-50 +/-50 +/50 +/-50 +/-50 +/-47.5 +/-45.4 +/-44.6 F- 38 +/50 +/-50 +/-50 +1-50 +150 +/-50 +/50 +150 +1-50 +/-49.1 +/-46.1 +/-03.9 40 +150 +/-50 +/-50 +1-50 +/50 +/-50 +/-50 +150 +/-50 +/-48.2 +/-45.1 42 +150 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/50 +/-09.8 +/-47.4 O c m 44 +150 +/-50 +1-50 +/-50 +150 +/-50 +/-50 +150 +/48.9 v Z N 46 +/50 +/-50 +/-50 +/-50 +150 +/-50 +1-50 +149.9 �sa4 0 48 +/50 +/-50 +/-50 +/50 +/50 +/-50 +/-50 1n 50 +/50 +/-50 +/-50 +/-50 +150 +/-50 MAX. O.C. SPACI NG IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 MAX. O. C. SPA Cl NG I F ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 52 +150 +/-50 +/-50 +/-50 +/50 54 +150 +/-50 +/-50 +/-50 APPLIES TO A, B, C OR D ANCHORS (SEE TABLE 2) APPLIES TO E OR F ANCHORS (SEE TABLE 3) +/50 +/-50 +/-50 2581 +/50 +/-50 15' 3.S' FOR E ANCHORS, 4" FOR F ANCHORS +/50 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE SHORT SIDE �� _ SHORT - - SIDE I— �— LONG SIDE SHORT LONG SIDE �� SIDE J— 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 FIT WITHIN. PRODUCT REVISED ,,9 Building Code Acc�ptamx Me _. NO CHANGES THIS SHEET. 0 W a ? V L (p m - =.8 > (6 O O y w m m 0 N alo4 U N Z W (/MOIQ Oco J c:) a Z U- CD I C U W o N� J 0N Z 7 J (� a �JMt) > Q O 0)a O Q O Z J Q LC O O F- O 0 W /aa4S 2 Z Z QW W al°'S O u O X d ~ LL J Z CD N [j v Z � W �Wa- �sa4 \\11111 ..• • �\CENgF'•.�� * ; No.58705 ' fl �lTF =� • 3TAE ;0'. (v i� �S'•. aCORION..•'' /// 'ONAL EN.• /11111111111 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 7 r Y tonay Window Design Pressure, (+f-psf) > Use this table class Types 9&10 3/16" A Ca -Airspace - 5/16" A/A with PVBf« 77 1 Window w 3/16" T Ca -Airspace - 5/16" A/A with PVB a/oQ Long Side (in) z Dimensions Window 60.926 64 66 68 Long Side (in) 74 77 80 Dimensions 60.926g64 92 97 66 68 70 74 77 80 84 87 92 97 99 +/-70 32 +/SO +/-50 +/-50 +/-50 +/-50 +/50 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-70 34 +/-50 +1-50 +/-50 +/-50 +l-50 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +(�36 c:) Z 36 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/50 +1-70 38 +150 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-60 +/-50 +l-50 +/-50 +/-70 40 +/50 +/-50 +/-50 +/-50 +/-50 +/50 +1-50 +/-60 +/-50 +/-50 +/-70 42 +150 +/-50 +/-50 +/-50 +/-50 +/-50 +150 +/-50 +/-50 +/-50 42+/-70 d 44 +/SO +1-50 +/-50 +/-50 +/-50 +/-50 +150 +/-50 +/-50 +1-70 Z a 0 46 +ISO +l-50 +/-50 +/-50 +1-50 +/-50 +150 +/-50 +1a0 +lao +lao 1 +1-70 48 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 +/-70 +/-70 +1-70 +1-70 U) 50 +150 +/-50 +/-50 +1-50 +/-50 +/-50 48 +/-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 SHEET 52 +/50 +/-50 +(-50 +/-50 +(-50 54 +ISO 1 +/-50 +1-50 +/-50 APPLIES TO A, B,COR DANCHORS (SEE TABLE 2) APPLIES TO EOR FANCHORS (SEE TABLE 3) 56 +/SO +/-50 +/-50 50 58 +/S0 +/-50 +/-70 +/-70 +/-70 15" 3.5" FOR E ANCHORS, 4" FOR F ANCHORS 60.926 +/SO 52 +/-70 +/-70 +/-70 +/-70 +/-70 54 +/-70 +1-70 +1-70 +1-70 APPUESTOB,CORDANCHORS (SEE TABLE 2) APPLIESTOFANCHORS (SEE TABLE 3) 56h+1-70 TABLE 7 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE (� LONG SIDE SHORT SIDE �/ SHORT _ SIDE f �~ LONG SIDE j ST LONG SIDE�� SIDE 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 FIT WITHIN. 3o,Hdir-,cod, ( pig p ppy� E.=cpira&'.rosa flau-1440= U20 NO CHANGES THIS SHEET. 0 LU r Y tonay Window Design Pressure, (+I- psf) > Use this table for Glass Type: 11 1/8" T Cap -Airspace - 7/16" A/A with PVB 1 Window w N a/oQ Long Side (in) z Dimensions OJ 60.926 64 66 68 70 74 77 80 84 87 92 97 99 W U 32 +l-70 +/-70 +l-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 34 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 c:) Z 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +1-70 +1-70 +1-70 38 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 pfDj O 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 c 42+/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 Z 44 +/a0 +/-70 +/-70 +1-70 +la0 +1a0 +lao +lao 1 +1-70 ~ LL J Z (� co 46 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 W d 48 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 rn 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 MAX. O.C. SPACING IF ANCHORING THROUGHTHE FRAME PERSHEETS 3&4 MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET 52 +/-70 +/-70 +/-70 +/-70 +/-70 54 +/-70 +1-70 +1-70 +1-70 APPUESTOB,CORDANCHORS (SEE TABLE 2) APPLIESTOFANCHORS (SEE TABLE 3) 56h+1-70 +/-70 +/-70 5870 +1-70 15.5" 4" 60.92670 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE (� LONG SIDE SHORT SIDE �/ SHORT _ SIDE f �~ LONG SIDE j ST LONG SIDE�� SIDE 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 FIT WITHIN. 3o,Hdir-,cod, ( pig p ppy� E.=cpira&'.rosa flau-1440= U20 NO CHANGES THIS SHEET. 0 LU r Y tonay m > O Q w 0 ww 1 0 w N a/oQ O N O M—, z u0 OJ O a Z IL ccn I !moil C W U U o o� ON W 00 � r7 < H ZC) LLI 06 `JMO > a m c:) Z o O J O Z Q H- pfDj O W 7aa4S ® Df # Z _ U) Z Q0 W LU 0 100-s O O 0 x ~ LL J Z (� N Lr) C) Z W d allll xap sa'as NO l '' O\A( LYiv. LICENSE'• /���% *: No. 58705 •� 10NAL/01111110 cN\` A. LYNN MILLER, P.E. P.E.# 58705 TABLE 8 TABLE 9 ? ' Window Design Pressure, (+/-pst) CO - -778 > Use this table for Glass Types 12 3116" ACap -Airspace - 7/16" A/A with PVB Window m 0O Lang Side (in) N Ur 04 z w Dimensions 69.649 69.649 71 73 75 78 80 85 86 89 92 96 99 32 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +l-70 34 34 +1-70 +l-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 36 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 38 38 +/-70 +1-70 +l-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 40 40 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 42 42 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-69.5 +/-66.7 44 44 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +l-70 +/-69.9 +/-66.4 +/-63.7 46 46 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-69.9 +/-67.4 +/-63.9 +/-61.7 48 48 +1-70 +1-70 +1-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-67.8 +/-65.3 +/{1.9 +/-59.7 v 50 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-69.5 +/-68.5 +/-65.9 +/-63.4 +/-59.9 U) rn 52 +1-70 +1-70 +1-70 +l-70 +/-70 +/-70 +/-67.8 +/-66.9 +l-64.2 +l-61.6 N54 y 54 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-66.2 +/-65.3 +/-62.5 56 +/-70 +1-70 +/-70 +/-70 +/-70 +/-69.2 +/-64.7 +/-63.8 57 +/-70 +/-70 +/-70 +/-70 +/-69.8 +/-68.1 +1-64 60 +/-70 +1-70 +/-70 +/-69.7 +/-67 +/-65.3 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 &4 THROUGHTHE INTEGRAL FIN PERSHEET4 MAX, O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 62 +1-70 +/-70 +/-69.9 +/-67.9 +l-65.2 64 +1-70 +1-70 +/-68.3 +/-66.3 APPLIES TO B,COft DANCHORS APPLIES TOFANCHORS (SEE TABLE 2) (SEE TABLE 3) 66 +/-69.9 +/-68.9 +1-66.7 68 +/-68.4 +l-67.4 15.5" 4" 69.649 +1-67.1 TABLE 9 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE T - SHORT SIDE J_ �- LONG SIDE -� SHORT SIDE J- _ SHORT SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. LONG SIDE j SIDE SHORT _ SIDE 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. P" r'Drj y PE E3FA) A.ccFricesc,. I'i" E,x�OiraTioea rim IVL- r1Ajaba¢e Froa3Oct C¢;� W ? ' Window Design Pressure, (+/- psf) CO - -778 > Use table for Glass Type_ 13 3/16" T Cap -Airspace - 7/16" A/A with PVB Window m 0O Long Side (in) N Ur 04 z w Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 W 32 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +l-70 +/-70 06 34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z 36 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 Z 40 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 z 42 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 J 44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 d 46 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-68.6 c 48 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-68.8 +/-66.3 a 50 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.6 U) 52 +/-70 +670 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-68.5 N54 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-69.5 +/-70 +/-70 +l-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 &4 THROUGHTHE INTEGRAL FIN PERSHEET4 +/-70 +/-70 +/-70 +/-70 F56+/-70 0 +1-70 +1-70 +1-70 APPLIES TO B, C OR D ANCHORS APPLIES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) 0 +/-70 +/-70 0 +/-70 15.S" 3.9" 0 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE T - SHORT SIDE J_ �- LONG SIDE -� SHORT SIDE J- _ SHORT SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. LONG SIDE j SIDE SHORT _ SIDE 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. P" r'Drj y PE E3FA) A.ccFricesc,. I'i" E,x�OiraTioea rim IVL- r1Ajaba¢e Froa3Oct C¢;� W ? ' L CO - -778 > w 0 N W0 m 0O N Ur 04 z w O M ; w -, RS umujo OJ CD a ul Z LL II c0 C W EE U o oEE J JMO ~ Z 't 0 ¢ 06 U.] o > e o a o0 U Z Q O Z to � ED LL O H00 rn O W Oa4S Z U) z Q W ly 0. x d- -O F J Z 0 N v Z Lo W d > O allll 'osa4 sauag 0AY LY/V/v * r'/ No. 58705 ��•. l ��\ ;O,n •.• ST TE OF •'. FCORIDP,.•' � �lS S'ONAL fcNG``. A. LYNN MILLER, P.E. P.E.# 58705 TGRI F 1n TABLE 11' TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �- LONG SIDE SS HORDET Imo- LONG SIDE SHORT SIDE GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES. Z Nt Window Design Pressure, (+1- pst) Window Design Pressure, (+f- psf) naa > use fors false for Glass Type: 1¢ 3/16" A Cap - Airspace - 7/16" A/A with SG 15 Window w ❑ o Window } n Long Side (in) 0 O Lang Side (n) U 04 Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 99 32 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 34 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-109.4 +80/-108.3 +801-107.6 +80/-107.5 36 +801-110 +80/-110 +801-110 +80/-110 +80/-109.5 +80/-108.6 +80/-106.8 +80/-106.5 +80/-105.5 +80/-104.7 +80/-103.6 +801-102.9 +80/-104.8 38 +80/-109.7 +801-108.9 +801-107.8 +801-106.8 +80/-105.5 +80/-104.6 +80/-102.7 +801-102.4 +801-101.4 +80/-100.5 +80/-99.4 +801-98.7 +801-103 40 +801-106.3 +80/-105.5 +801-104.4 +80/-103.3 +80/-101.9 +80/-101 +801-99.1 +80/-98.7 +80/-97.7 +801-96.8 +801-95.7 +80/-95 +80197.3 42 +80/-103.3 +80/-102.5 +801-101.3 +801-100.2 +801-98.8 +80/-97.9 +80/-95.8 +801-95.5 +80/-94.5 +80/-93.5 +801-92.4 +80/-90.7 +801-96.9 44 +801-100.7 +80/-99.8 +801-98.6 +80/-97.5 +801-96 +80/-95 +80/-92.9 +80/-92.6 +80/-91.5 +80/-90.4 +801-87.1 +80/-84.7 +80/-96.9 46 +80/-98.4 +80/-97.5 +80/-96.2 +80J-95 +80/-93.4 +801-92.5 +80/-90.3 +80/-89.9 +801-88.1 +80/-85.5 +80/-83.1 +80/-81.6 +80195.3 48 +801-96.3 +80/-95.4 +801-94.1 +80/-92.9 +80/-91.2 +80/-90.2 +80/-88 +801-87.6 +80/-84.6 +801-82.6 +801-80.2 +/-78.6 a_ 50 +801-94.6 +80/-93.6 +80/-92.2 +80/-90.9 +801-89.2 +80/-88.2 +80/-85.4 +80/-84.5 +801-82.4 +801-80.2 +1-77.6 v N 0 52 +80/-93 +80/-92 +80/-90.5 +801-89.2 +80/-87.4 +801-86.4 +801-83.3 +80/-82.5 +80/-80.2 +/-78 'co 54 +80/-91.7 +801-90.6 +80/-89.1 +80/-87.7 +80J-85.8 +801-84.7 +80/-81.3 +80/-80.4 t/-78.1 +/-70.4 56 +80/-90.5 +80/-89.4 +80/-87.8 +80/-86.4 +801.84.4 +80/-83.2 +1-79.3 +/-78.5 +/-72.3 +/-70.6 57 +801-90 +80/-88.8 +801-87.2 +80/-85.8 +80/-83.4 +801-82 +/-78.4 +/-76.6 +/-73.5 +/-71.2 60 +80/-87.2 +80/-86 +801-84 +80/-82.5 +80/-80.1 +1-78.6 +/-77.6 +/-75 +/-74.2 +1-71 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGHTHE FRAME PERSHEEFS 3&4 THROUGHTHE INTEGRALFIN PER SHEET4 62 +801-84.6 +80/$3.8 +80/-82.1 +80/-80.4 +/-78 64 +80/-82.9 +80/-82 +801-80.1 +/-78.4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOTAPPDCABLE 13.2" +/-80 66 +80/-81.1 +80/-80.1 +/-78.3 68 +1-79.3 +1-78.4 +/-71.9 69.649 +/-77.7 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 70 +/-78 +/-77.1 +/-75 +/-73.2 +l-70.5 72 +/-76 +1-75 +/-73 +/-71.1 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOTAPPLICABLE 13.2' 74 +/-74.1 +/-73 +/-71 TABLE 11' TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �- LONG SIDE SS HORDET Imo- LONG SIDE SHORT SIDE GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES. NOTES: 1) BUCK DIMENSIONS SHOWN. j LONG SIDE SHORT SIDE - j ONG DE SHORT SIDE 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. pl'CbLKICT ""iS WS C4n12Fying ^'Ah shA pkeiu x,e,isacxA ai.cse £ epumrx Noll 015014.1 NO CHANGES THIS SHEET. 0 W Z Nt L in Window Design Pressure, (+f- psf) naa > Use this table for Glass Type: 15 3116" T Cap - Airspace - 7116" A/A with SG w ❑ o Window } n > > 0 O Lang Side (n) U 04 Cq Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 111 i 00 W 36 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +8D/-110 +60/-110 +80/-110 (D 40 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-109.9 +80/-108.5 +80/-107.5 +801-106.9 +80/-106.1 +801-104.8 +801-104.1 +801-103.3 42 +80/-110 +801-109.8 +80/-108.8 +801-107.9 +80/-106.7 +80/-106.3 +80/-104.8 +801-103.8 +801-103.2 +801-100.8 +801-97.7 +80J-96.4 +80194.8 44 +80/-107.3 +801-106.7 +801-105.7 +801-104.7 +80/-103.4 +801-103 +80/-101.4 +80/-98.6 +80196.7 +801-941 +80/-91.4 +80/-90.3 +80/-89.2 W 48 +801-102 +801-101.3 +80/-100.3 +801-99.2 +80197.3 +80/-96.2 +801-92.5 +80/-90.4 +80/-89.2 +80/-87.3 +801-84.4 +80/-82.7 +80/-80.5 50 +801-99.8 +80/99.1 +801-98 +801-96.9 +80/93.9 +80/-93.1 +801-89.9 +801-87.7 +80/-86.2 +80/-84.3 +801-81.1 +/-79.3 +/-77 LU 0_ 51 +80/-98.8 +80/-98 +80/-96.9 +801-95.8 +80/92.8 +80/-92 +801-88.7 +80/-86.4 +801.85 +80/-828 +/-79.6 +/-77.7 +1-75.3 Z 54 +80/-96.1 +80195.3 +801-94 +80/-92.1 +80/-89.4 +801-88.5 +80/-85.1 +80/-82.7 +80/-81.1 +/-78.9 +1-75.3 +/-73.2 +/-70.6 56 +80!94 +80193.2 +80/-91.6 +80/-90.1 +80/-87.2 +801-86.3 +80(-82.8 +801-80.2 +1-78.6 +1-76.3 +1-72.5 +/-70.5 v 58 +801-91.4 +80/90.6 +80'-89 +801-87.5 +801-85.1 +801-84.2 +80/-80.6 +1-78 +/-76.3 +1-73.8 +1-70.2 C0 c 61 +801-87.8 +801-87 +80/-85.3 +801-83.6 +80/-81.2 +80/-80.5 +/-77.3 +/-74.6 +1-72.8 +/-70.4 = U) 63 +80/-85.5 +801.84.6 +801-82.8 +801-81.1 +/-78.8 +/-78 +/-74.8 +/-72.3 +/-70.6 64 +801-84.4 +80/-83.5 +801-81.7 +/-80 +/-77.5 +/-76.6 +/-73.5 +/-71.2 66 +80/-82.2 +80/-81.2 +1-79.4 +/-77.6 +/-75 +/-74.2 +1-71 68 +/-80 +/-79.1 +/-77.2 +/-75.4 +/-72.7 +/-71.9 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 70 +/-78 +/-77.1 +/-75 +/-73.2 +l-70.5 72 +/-76 +1-75 +/-73 +/-71.1 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOTAPPLICABLE 13.2' 74 +/-74.1 +/-73 +/-71 76 +/-72.2 +/-71.1 77.76 +1-70.5 NOTES: 1) BUCK DIMENSIONS SHOWN. j LONG SIDE SHORT SIDE - j ONG DE SHORT SIDE 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. pl'CbLKICT ""iS WS C4n12Fying ^'Ah shA pkeiu x,e,isacxA ai.cse £ epumrx Noll 015014.1 NO CHANGES THIS SHEET. 0 W Z Nt L in m naa > O w ❑ o Q) } n > > 0 O 7lD0 U 04 Cq OM L? g umvio 0JO Z LL am r S ❑ i 00 W U o oX 2 ~ Z 00 < (D ad `9MG >� U O W LL Z m Hrn m 0 W 7aa4S ❑ Z_ _ Z U) Q0 W LU 0_ aIDOS O LL ON X 0- LL Z CO � jr U Z W j ❑ a apil 7.o saua5 \\`ON t I I I I IAS Y LYNIV * No. 58705 oSTA ( �. STATE F1 44/ //,/S'ONAL t�N ` A. LYNN MILLER, P.E. P.E.# 58705 TA 01 E 12 c,o TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE Imo- LONG SIDE SHORT SIDE yy _ SHORT - J— SIDE I� - LONG SIDE —+• I SHORT LONG SIDESIDE 'GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH SHORT J -CHANNEL OR INTEGRAL SIDE • FIN FRAMES. Y U>)7—aa Window Design Pressure, (+/- psf) Window Design Pressure, (+/-psf) Use this table for Glass Type 16 1/8" T Cap - Airspace - 7116" H/H with SG p Nw Window Use this table for Glass Type: 17 3/16" TCap -Airspace -7/16" H/H with SG z W Window Long Side (n) O M W J U rtj in Dimensions O J O aN z ll i 60.926 64 66 68 70 74 77 80 84 87 92 97 99 81 32 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 - +80/-110 + - +80/-110 80! 110 +80/-110 144 34 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 36 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80+-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 38 +801-110 +801-110 +801-110 +80/-110 +80/-110 +861-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 40 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 c 42 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 44 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 a rn 46 +80/-110 +801-110 +801.110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 50 0 48 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 to 50 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/410 +80/-110 +80/-110 +801-110 +80/-110 52 +801-110 +80/-110 +801-110 +801-110 +80/-110 MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 54 +80/-110 +80/-110 +801-110 +801-110 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOT APPLICABLE 11.8" 56 +80/-110 +801-110 +80/-110 58 +801-110 +80/-110 60.926 +80/-110 +80/-110 c,o TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE Imo- LONG SIDE SHORT SIDE yy _ SHORT - J— SIDE I� - LONG SIDE —+• I SHORT LONG SIDESIDE 'GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH SHORT J -CHANNEL OR INTEGRAL SIDE • FIN FRAMES. 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. 1'32(.3L)i.l!- 1�..Eh!'f�b"Y .i 2 a:rx-:gs aging whiz the Pion& ";usldmg Code NO CHANGES THIS SHEET. 0 N Y U>)7—aa M Window Design Pressure, (+/-psf) O p Nw rn Use this table for Glass Type: 17 3/16" TCap -Airspace -7/16" H/H with SG z W Window efOG O M W J U rtj in 49 umoia O J O aN z ll i Long Side (in) U W O Dimensions o 77,76 79 81 83 86 87 1 91 94 96 99 104 107 111 118 120 125 136 144 36 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 1 +80/-110 +80/-110 +80%110 +801-110 +B01-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 40 +80/-110 +801-110 +801-110 +BO/ -110 +80/-110 +80/-110 +80/-110 +80/-110 +80%110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 42 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/410 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 44 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 48 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 50 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 51 +801-110 +80/-110 +80/-110 +801-110 +80/410 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 54 +801-110 +80%11=0+801-1 10 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 c 56 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 v 58 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 N = 61 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 g rn 63 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 64 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 66 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 68 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 ANCHORING MAX. HO.C. SPACING PERIF SHEETS NG MAX.H TH INTEGRAL THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET4 70 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 72 +80/-110 +80/-110 +801-110 +8(/-110 APPLIES TO B,C (SEE TABBLELE22) )HORS NOT APPLICABLE 9,. 74 +601-110 +80/-110 +80/-110 76 +80/-110 +80/-110 77.76 +80/-110 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. 1'32(.3L)i.l!- 1�..Eh!'f�b"Y .i 2 a:rx-:gs aging whiz the Pion& ";usldmg Code NO CHANGES THIS SHEET. 0 N IIYILYN ''. .. L\GENSF • •, ��� yF No.58705 �c �-� ' �; O. STA E F (V ` S /,/'/`,S,/ONAL IENG \ A. LYNN MILLER, P.E. P.E.# 58705 Y U>)7—aa M O p Nw rn O (D N z W Of efOG O M W J U rtj in 49 umoia O J O aN z ll i U W O o o0 ON 9MG W Z W F Z Lij[=7 < 06 O > ° W Z O U (q O -.1 O Z Q O H rn ® M O p LLl � 79943 Z_ Z) V) Z _ (p Q W IY 91003 O LL O x a- LL Z N L0 W O } z > W I a a1)ll �saG sauag IIYILYN ''. .. L\GENSF • •, ��� yF No.58705 �c �-� ' �; O. STA E F (V ` S /,/'/`,S,/ONAL IENG \ A. LYNN MILLER, P.E. P.E.# 58705 FRAME ASSEMBLY DETAILS —►{ 1.376" �„ .060„ U � OANCHOR COVER .864" O7/8" BEAD OJ -CHANNEL FRAME 1.483" 625" f - 1.483" OFLANGE FRAME 1.375" f- 1.483" OINTEGRAL FIN FRAME 3.500" 062" 1.483„ o OEQUAL LEG/BOX FRAME EXTERIOR C� Part # Description Material ALUMINUM Kommerling 4SG TPS Spacer System 620117 SILICONE HOT -MELT BUTYL REINFORCEMENT POLYISO DESICCANT FILL AREA Quanex Duraseal Spacer .864" .175" STRUCTURAL Integral Fin Frame BUTYLENE 4 5/16" NOM, Equal Leg/Box Frame PVC 5 STRUCTURAL Anchor Corer SILICONE 6 3/16" NOM. 5116" NOM. SEAL PVC 7 720135 1" Glazing Bead PVC 74 1 Backbedding, GE 7700 or Dow 791 Silicone 1/4" NOM. FOAM 1 71646N ISetting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. BUTYL & SILICONE SEAL POLYISOBUTYLEN WITH ROLL -FORMED WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL O7 1" BEAD FOAM INT. GLASS EXT.GLASS EXT.GLASS EXT.GLASS _ EXT. GLASS —� EXTERIOR C� Part # Description Material 80 Kommerling 4SG TPS Spacer System 620117 81 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 82 Quanex Duraseal Spacer Materials 83 Cardinal XL Edge Spacer Integral Fin Frame KtrtKtNl:t ICJI KCYUR I J:rIL-011/, ouuoO oufu KODISPACE ao ner_' Tic GLASS SUPER s1 SPACER®NXTTM vaar�e� a2 DURASEAL® SPACER GLASS # Part# I Description Material 1 620117 J -channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Corer PVC 6 720136 7/8" Glazing Bead PVC 7 720135 1" Glazing Bead PVC 74 1 Backbedding, GE 7700 or Dow 791 Silicone 78 1 71646N ISetting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. I EPDM NOTES: 1) SOME PARTS NOT SHOWN FOR CLARITY. 2) J -CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES APPLY. 3) ITEMS # 8-73, 75-77 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. CERT. OF AUTH. #29296 XL EDGETM ea SPACFR 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 COPYRIGHT ©2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Ifl VINYL FIXED WINDOW NOA (LM&SM) 9/9/14 Ivl BOM &ASSEMBLY (em�l J ROSOWSKI I PW -5520 1.81 NTS Itl 11 OF 11 u r � r f.�■E r ODUC--T REV£SC CoMpayang th fla Fkrift /�•. Building OY30 D iJ4PJl4. V ! itfk>05JYRfluC_if __�..e.. ONY LYIyN VIC * : No. 58705 _-D'�(!t AOS'. ST TEYJp/ (V�: P4 N AL IIIIII A. LYNN MILLER, P.E. P.E.# 58705