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Home My WebLink AboutNOA SH700M IAM 4DADE I MIAMI-DADE COUNTY 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.Qov/economy 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 MiamiDadeCounty 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. PER 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: one. DESCRIPTION: Series "SH -700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G 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# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.08 Expiration Date: March 26, 2021 E Approval Date: November 30, 2017 ((( Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.06) 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel erez P.E. Product Contro Ex niner NOA No. -0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: I) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. 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) Small 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) '�_Wj Maniftel,Fere P.E. Product Control Exafniner NOA No. 7- 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014) and FBC 61" Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"" Edition (2014) and FBC 6' Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH -700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. _ ahu r z, P.E. Product Co rol E aminer NOA -0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090" KURARAY TROSIFOL® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX 1PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOL AVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOL® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOL ® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLE>e PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL _PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOI PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOLP BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TR061FOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS ... ......... 2 DESIGN PRESSURES. ...... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi I45 ksi 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G -L) ARE ALLOWED. GENERAL NOTES ALUM. SINGLE HUNG WINDOW. IMPACT SH700 I NTS 1 1 a 11 1 4040-20 1 G p1A1'.jCtREVISED P'Ld iz` gCode. /:X(�} gip -17 zm,,� 'uG NCS/'62 ..L By 11111111] < * ; No. 58705 FAQ •• STA OF � (� •., f,ORID \ �� y�11111111 A. LYNN MILLER, P.E. FL P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OF AUTH. #29296 POATED ANCHORAGE TO FBC 2017. COPYRIGHT®2017 PGT INDUSTRIES, INC. liiIW: Z2N07 ALL RIGHTS RESERVED GENERAL NOTES ALUM. SINGLE HUNG WINDOW. IMPACT SH700 I NTS 1 1 a 11 1 4040-20 1 G p1A1'.jCtREVISED P'Ld iz` gCode. /:X(�} gip -17 zm,,� 'uG NCS/'62 ..L By 11111111] < * ; No. 58705 FAQ •• STA OF � (� •., f,ORID \ �� y�11111111 A. LYNN MILLER, P.E. FL P.E.# 58705 I 41 37 1 M 74N 5/1 1/2" NOM. GLASS BITE 70 Part # Description Material 71 Kommeding 4SG TPS Spacer System See this Sheet for Materials 72 Quanex Super Spacer nXT with Hot Met Butyl 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer Ktl'tKENUI= I t51 KLI'VK I J: r I L-01 I f, OMO N OV ID 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 6" LAMINATED GLASS 80,81 or 82 71-74 �� a EXTERIOR INTERIOR (ALL SECTIONS) .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 83,84 or 85 71-74 1/2" NOM. GLASS BITE 70 1 0 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/16" NOM. "PVB" = KURARAY TROSIFOL® 1/2" NOM. PVB INTERLAYER or GLASS BITE SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/1611 LAMI STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS✓/ JT. GLASS -MELT BUTYL 3/16" NOM. BUTYL 8: DESICCANT FOAM EXT. GLASS JT.GLASS KODISPACE 72 SUPER 7, 4SG TPS SPACERONXT TM JR 06/08/17 G NO CHANGES THIS SHEET. _. J.J. ALUMINUM RCIIVrVRtiCIVICIVI POLYISO- BUTYLENE 5/16" NOME SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS DURASEALO 73 SPACER D70 TECHNOLOGY DRIVE N. VENICE, FL34275 (941)480-1600 CERT. OF AUTH.#29296 COPYRIGHT02017 PGT INDUSTRIES, INC. DESICCANT FILL AREA /— 5/16" NOM. i> � SILICONE SEAL EXT.GLASS INT. GLASS XL EDGE TM (4)SPACER SPACER � GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT FUII 2 m 11 4040-20 NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. as C.C'a?45f+:j �g'avFs(± CdaCl",IN Exoif§✓I ;nDate ONY....!.!N,y�� *: No. 58705 -0 9TSTA r17� 7. E OF �\ ••.'t ORIDP•. •'• �� A.SAL YON 1W L IR, P.E. G FL P.E.# 58705 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" TABLE 1. 76" 48" A,B,M +60.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UPTO531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +g0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 50 6/8" 63" 72" 74" TABLE 2. 76" 4g" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 53118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UPT0531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 1 171/8" 1 22 11/16" 1 283/16" 1 333/4" 1 39 5/16" 4413/16" 1 50318" 1 5515116" 531/8" D,E,F,J,K,L401 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +70.0 1 -70.0 1 +70.0 1 -70.0 1 +70.0 1 -70.0 1 +70.0 1 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) FTLA647, 4648 C. 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL-4647, 4648 D. 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL-4645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4645 F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL-4645 G. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTLA646, 4723 H. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4646 I. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) _ FTL-4646 J. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL-4649, 4650 K. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4649, 4650, 4958 L. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL-1649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A) FTL-5063 W MEETING RAIL HT. � H HT. MEETING RAIL t -i "X" SASH WHT. MINUS W SASH HT. HT. MEETING RAIL j SASH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DIE 1070 TECHNOLOGY DRIVE OeA ^"' LIMITATIONS. N. VENICE, FL 34275 �� DESIGN PRESSURES JR 06/06/17 1 G NO CHANGES THIS SHEET. rewR er Dam: cna�kae e3. Dere: F.K. :11/05 J.J. 2/23107 (941)480-1600 CERT. OF AUTH.#29296 COPYRIGHT02017 PGT INDUSTRIES. INC. ALUM. SINGLE HUNG SH700 I NTS 1 3 m 11 1 4040-20 1 G 1'P2i saUM" REVIS as c�'431yiteg with MR NzAb LIUN�dimg code Acceptsinco;s l -t)6 D.ppdpp'(q ® :`;.tiKir5Fi3odk S�3iC ®LA/�l /111111111 a,ONY.LYNN * : No. 58705 - 0 :CY *- %0.(\ ••. TE O�� //N"ENG��• A. LYNN M�LLER, P.E. FL P.E.# 58705 53 1/8" MAX. FLANGED WIDTH 52 1/8" MAX. I. F. WIDTH 49 5/8" MAX. FIXED DLO (ALL) DD O — —AX 75" MAX. 75" MAX. SEE DLO TABLE O D HEIGHT — 76" MAX.L SEE DL OA / TABLE O / A HEIGHT 76" MAX. SEE BL O � O C — j HEIGHT 76" MAX. FLANGED FLANGED HEIGHT FLANGED HEIGHT SEE DLO HEIGHT 38 7/16" TABLE X / SASH / SEE DLO TABLE X j SEE NOTE 4 SEE DLO TABLE X / SEE NOTE 4 (MAX.) HEIGHT 48 1/4" MAX. VENT DLO (ALL) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 B E 75" MAX. ( 75" MAX. I.F. I.F. HEIGHTE HEIGHT SEE DLO TABLE O j SEE DLO TABLE on 76" MAX. FLANGED 76" MAX. FLANGED HEIGHT HEIGHT SEE DLO TABLE 20"20" x j I SASH SEE DLO TABLE x j SASH — HEIGHT HEIGHT PRODUCT REVISED asCsmoyingvvj&'7i,g gn BuildMgi`i}& ;ceeptaCs CN, 17-0 & .D B DETAIL D DETAIL E E'.t;1,iFz34Km Date-) yyqq ® 4[ VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) 1�T. n gar? Dad,\�. NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. _= * ;' No. 58705 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. -AOS'. 67 27/T LOGY DRIVE owWcaw,. \ STATE OF �s •'•F<ORIOP •' , FL 34275 ELEVATIONS 0-1600 �. S -. �� NAI =,0 R® ALUM. SINGLE HUNG WINDOW, IMPACT IEN RevaEBy: ��: JR 06/06/17 �,• G NO CHANGES THIS SHEET.s UTH.#29296 .emmnec see:sheeeDmNpNo. .r..T®2019 ING $H7DD NTS4F.K IpaleN 9/1/05 JJ2/23/07 SS, RESERVED I�-2'784 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 MAX. 2.710" FIXED 7 g OR 17 LITE DAYLIGHT 25 OPENING OUTSIDE 25 MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 23 47 50 MAX. HEIGHT 21 2.946 HIGH OUTSIDE SILL 2.330 LOW SILL MAX. VENT DAYLIGHT 4g HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 68 2.710„ I.F. FRAME q 28 II 7 53 OUTSIDE kr - co-oymg with dw Fkwi& 53 2.330" 2.946° 63 7=xprraE?ar:n Laaze P. , i 52 (HIGH SILL) (LOW SILL) Y _ ' 64 v7=aa. Urdu ih1a�3}z`I:9 7 /'� SEE NOTE ABOVE 54 ++ 67 P�•.' �ICENgF •.• (� 330 ULTRALIFT 12 ULTRALIFT _ * No. 58705 ONLY 12 ONLY SECTION C-C •' – = SECTION B-B (LOW SILL SHOWN) RADIUS TOP ALTERNATE HIGH SILL (HEAD DETAIL -FLANGED VERSION) – =� ' to 1070 TECHNOLOGY DRIVE 0eatlip641i N. VENICE, FL 34275 SECTIONS S ATE Ili %�C� '• ;°<ORIDP,.•'' �� ,j lrsl ......• (941)480-1600 Revel By Dem: ReWelwe.' CERT.OFAUTH.#29296 ALUM. SINGLE HUNG WINDOW, IMPACT JR 06/06/17 G NO CHANGES THIS SHEET. �l: ': sneee O .k, No. R., A. LYNN MILLER, P.E. Drewn ey F.K. Oem: CheaYeCB. Dem: 9/1/05 J.J. 2/23/07 PGTGPNDUSTR ESOINC. ® e/ nuRicRTSReseRveD SH700 Half 5 11 4040-20 G FL P.E.#58705 ITEM DWG.# DESCRIPTION PGT# 1 1 4002A I FLANGE FRAME HEAD 612225 2 1 1155 1#8 X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11/16" I. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 1 1#8 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080-1 BALANCE COVER, 11/16" 6BA-CVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP... 170 X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM] SETTING BLOCK 3/32"X25/64"X1" 71622K 36 1052 LAMI IG SETTING BLOCK 1" X3/4"X 1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247WK 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 64039B 42 1 40446 IGLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAM[ 64222 45 985C GLAZING BEAD, 7/16" LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 1 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1 1088 ISPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 ISILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY W/RINGS 71630 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 61624K JR 1 06/06/17 1 G I NO CHANGES THIS SHEET. 911105 1 J.J. 770 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OF AUTH.#29296 COPYRIGHT02017 ITEM DWG.# I DESCRIPTION PGT# 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X1/2-7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 ISILICONE, DOW 791, 899, 995 OR GE 7700 80 A GLASS, 5/16" DWI, (1/8"A,.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAMI, (1/8"A,.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAMI, (3/16"A,.090 PVB,3/16"A) 84 E. GLASS, 7/16" LAMI, (3/16"X,.090 PVB,3/16"HS) 85 F. GLASS, 7/16" LAMI, (3/16"HS,.090 PVB,3/16"HS) 86 G. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 5/16" LAMI, (1/8'A,.090 PVB,1/8"A) 87 H. GLASS, 13/16" LAMI IG; 1/87, AIR SPACE, 5/16" LAMI, (1/8"X,.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3/16"A) 90 K. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16'A,.090 PVB,3/16"HS) 91 L. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"HS,.090 PVB,3/16"HS) 92 M. GLASS, 13/16" LAMI IG; 1/8"A, AIR SPACE, 5/16" LAMI, (1/8"A,.090 PVB,1 /8"A) -2. 1 47 FRAME, I.F. HEAD #4071 A, 6063-T6 49 FRAME, I.F. HIGH SILL #4073A,6063 -T6 0--o n: PARTS LIST 48 FRAME, I.F. LOW SILL #4072A,6063 -T6 2. -.062 NOM THICKNESS 50 FRAME, I.F. JAMB #4074B,6063 -T6 (USED AS RADIUS TOP HEAD) ALUM. SINGLE HUNG W) seMs�NmeL sem: sre t. SH700 NTS 6 11 IMPACT 4040-20 1 G pjtcC,DLIC-i ECEVISED 's C 1moylrz; WW'. Ow Florida ,As-c:`��assw h10 I �• O� iaumDaft ®Pei No.58705 ;�0�. STPEO'��; S�ONAL A. L*NNiMILLE!A, P.E. FL P.E.# 58705 -I.F. FRAME SEALANT ALONG ENTIRE JOINT Imo-- 2.784-1 062 1 or 47 I n 2 I I I.F. FRAME I� rT I I 1.363 2.830 2.330 J .Ljj�062 6 or 50 O FLANGE FRAME HEADfi #4002A, 6063-T6 Imo --2.784-►{ 1.749 O FLANGE FRAME SILL (LOW) 3 #4003C, 6063-T6 6 or 50 WELD ALONG SCREW BOSS (2) SEALANT OR GASKET 121.710 o6z 1.513-►{ . 738 06J2.1 .040 1.451 ��{ AT HEAD AND SILL VIEW D -D (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS VIEW E -E TOP HEAD ONLY) O SASH STOP O SASH STOP COVER 7 17 _ FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB #4025, 6063-T5 #4053, 6063-T5 .050 #4004, 6063-T5 1.165 I� (USED AS RADIUS TOP HEAD) 1.342 2.326 I- - 2.z7s--- T 678 1.096 0162T1.349 GLAZING BEAD, 5/16" j 41 #40398, 6063-T5 O .062 2.1551.979 1.707 E:0672 -SASH 062 SIDE RAIL 31 #4008,6063-T5 21 FIXED MEETING RAILSASH #4054A, 6063HD-T6Q 23 TOP RAIL SASH BOTTOM RAIL(LOW) #4006C, 6063HS-T6 Z8 #4007, 6063-T5 678 .050 .050 1.096 -1 .678 GLAZING BEAD, 5/16" 42 E11L�� .062 2.326 #40448,6063-T5 1.096 ��--�I (USED W/ GRILL KIT) M)DUCT cEVIS' as ="plymg em'idh the F'orii in, COcr& 3.446 2.946 44 GLAZING BEAD 7/16" #4222, 6063-T5 2.638 .683 .050llu `at 062 678 ``apN..LYNN4f .050-- O GLAZING BEAD, 13/16" IG 46 1.115 #4067, 6063-T5 •' SF �� % If -2.784 FLANGE FRAME SILL (HIGH) 68 O69 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7/16" #985C,6063 -T5 ��. No.58705 #4050A, 6063-T6 #4051 A, 6063-T5 (USED W/ GRILL KIT) o�rom : O tm 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 EXTRUSIONS & FRAME CORNER DETAIL � '. OF i; ��•., F(ORIDP,.•' ��46 He sy: Dam: RaWelons: SHEET. 19411480-1600 CERT. OF AUTH. #29296 b,: ALUM. SINGLE HUNG WINDOW, IMPACT °""°mRer .......• G �,(��ON L EN�``�\ A. �'(''NQJ �iR)�.E. JR D." By. 06106117 G NO CHANGES THIS o,m: cn�xaae. ire: COPYRIGHT02017 PGTINDUSTRIES,INC sa rtmar: sme: 5^B0E ® SH7oo Half 7 11 4040-20 G FL P.E.#58705 F.K. 911105 J.J. 2/23107 ALL RIGHTS RESERVED ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 46.603 1 52.603 58.603 64.603 76.000 ANCHOR TYPE: L) Z MO Z cli Z M p U Z Z p v Z �U Z p 0 cL) Z c Z '1 U Z O Z p co v Z �U Z p U Z O—O v ZZ WINDOW GLASS O� 0 OC400 0C'fo OOc♦00cj 00 c♦O O c� U( UUOOUOUUOUU UUOUU OU WIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 121 1 11 1!21 1 1 2221 22122222222'2222!22:2222!2222'2222'3223;3 19.125 1 1 1 11111121212 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A B'M 1 2 1 1 1 1 112 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 212 12 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 8 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 2 1 1 1 2 1', 2 1 2 1 2 2 2 1 2 2! 2 2 2 2 212 2 2' 2 2 2 2! 2 2! 3 2 2 2 2 2 3 2' 2 2 3 313 2 213 3 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 1 2 111 1 2 1,2 1 2 1 2 2 2 1 2 2 2 2 2 212 2 2 2 2 2:212,212'3 2 2 2 2 2 3 2 2 2:3 3 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1 2 1',2 2 2 2 3 1 2 2 2 2 3 1 2 2.3 273 2 2 2 3,2 3 2 2 213 3,3,2 2 3 3 3 4 3 2 3 3 314 3 3 4,4 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB'M 1 21,222231,222231 223232,2232322213332.23334323334334,4 C,D,E,F,G, 1 1 1 1 11 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,J,K,L 2 2 12 2;22 3 1 22 3 2113 2 2 2;3 2'312:2 2i3 23 2 3 213 3 4 2 3 3 3 3 4 3 3 3 4 3 5 33 4;4 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A'B'M 2 21112 2,2 2,3 1 21213 2 3 2 2 2 3 2 3 2 2 2 312 3 2 3 2!3 3 4 2 3 3,3 3 4 3 3 3 4 35 3 3 4'4 PSF 79 C,D,E,F G, 2 1 2 2 2 2 2 2 1 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2`2 1! 212: 2 213 2 2 2 3 2 3 2 2 2 3 23 2 3 2,3 2 412;3 3' 3 3 4 2,3 3 4 3 5 2 3 3 4 4i5 3 3 414. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A'B'M 2;21222232223232223232323242333342334353334453344 PSF 79 C D,E,F,G, 2 1 2 1 2 2 2 2 2 1 2 2 2 2 2 1 2 112 2 2 2 2 2 2 1 2 2 2 2 44.000 H,I,J,K,L 2 2 2'2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 415 3 4 4 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB'M 222!22:2232223213223,324213333'4233,33423343533344534415 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2K13 2 3 2 2 3 2 2 48.000 H,I,J,K,L 212212212232223342333334353345463455 2 2 2 2 2 2 2 2 2 2 2 2A B, 22 212 212 2322 2 33 42 3333 3 4 3 5 3 3 4 5 4 6 3 4 5 5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 53.125 H,I,J,K,L 21 2 2 2 21 2 21312 2 2 3 3 4 2 3 3 4 3 4 2', 3 3 4134M33343533444634454:63456 ' 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 AB'M 2122'2222322233423343423343143,334353344453345463445 JR- ' I 06/06117 1 G I NO CHANGES THIS SHEET. J.J. 1 2123/07 D70 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OF AUTH.#29296 COPYRIGHT02017 PGT INDUSTRIES. INC. D..W. ANCHORAGE SPACIN Tflb: ALUM. SINGLE HUNG SH700 I NTS 1 8 all ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: EEP11 118 HEADI 2 JAMB ABOVE L2 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL SEE TABLE 1 FOR FULL DP 1/1 WINDOWS NDOW, IMPACT 02v'No. iF 4040-20 G :sL dm ,aide t x"m oiml Dal _ ♦♦.♦0ONY LYN�yM P�.•. �''L1GENgF'•%�'� No.58705 O� •. S41 TATE Op .' - '•F<ORIDP•.•'GN is ♦ N /OM 4 �N A. LYNN R?P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE. o r10 U z U zmo o U z U ZcnO f U Z U Zc�O o U Z U zro0 o U Z U Zr10 o U Z U Zc10 o U Z U Zr�O o O Z U Z WINDOW GLASS NONO�ONONO�ONONO�ONONOTONONO�ONONO�ONONOTONONOrO U O U U U U U U U U WIDTH TYPE U U U U U U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 1 1 1 2 2 2 1 2i2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 212 212 2 2 2 2 3 2 2'2 3 2 3,2 2 2 312 19.125 1 1 111ABM [79 1 1 1 1 2 2 2.1 222 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 23 2 3 2 2 232PSFC,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 1 1 1 1A 212 1 1 2i2 2 2 2 2 2 2 2 2 22 2 212 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3.2 2 213 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ABM 1,1 1 1 1 1 2i2 1,1 22 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 312 3 2 2 2 3 2 3:212,213 2 3 2 2 2 32 PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 11 1 1111 222,222232222332,2333332 3'333223343324343324,3 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 ABM 111 1.1 1 1 2,2 2,22 2 2 3 2 2 2 2 3 3 2'2 3 3 3,3 3 2 313 3 32 2 3 3 4 3 3,2 4 3 43 3 2 43 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 1 1 7;1 2122222232223332.233333343333233433243443243 11 1 1 1 2 1 1 211 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABM 1i1 1.1 111 -� 2�2 2,2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3:3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4!3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2"22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 21212 23 3 2 2 3 3 4 313 314 3 3 313 3 4 3 4 4 3113 4 3 4 4 3 3 51 3 1 1 1 1 1 (1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M 2 22 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 314 4 3 3 4 314 4 3 315 3 1 1 1;1 111 2112 F 49 79 56 79 79 G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000L 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4'4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4, 4 3 3 54 1 1 1; 1 111 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 32 2 33 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 314, 3 4 4 3 3 4 3 4 4 3 3 5'4 111 __171 1 1 2;2 21:22[i F 45 74 51 74 79 79 G, rHK 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000L 1� q 1 7T1 2' 2 2 P 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4,4 3 5! 4 2 j 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1111!1 7T1 _ 212222'2332233343333443344443 -- 34,444435444435114SF 41 67 46 67 76 79G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125,L 111111;1 2,22'22123r333334433444143344443344554,354554354 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 213 3 2 3 A,B,M -- - 111 1,1 11 22 2 2 _ w 2 2 _,_.. 313 3 3 3 3 4 4 3 3 4 4 414 3 3 4 4 4 43 3 4 4 5 414 3 5 4 5'4 4 3 5'4 JR I 06/06/17 I G INC CHANGES THIS SHEET... I 2123107 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 COPYRIGHT02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED ALUM. SINGLE HUNG SH700 I NTS 1 9 w 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCOULTRACONS OR #12 SCREWS INTO METAL 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3, INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX. PSI )P LIMITED) F 117 JAMB ABOVE 13131 MTG. RAIL JAMB BELOW ros ,S Ds c�dr.�rv.i€o MTG. RAIL P.eCV(iiGI?D6 FULL DP HEAD 2I'll an;�a. JAMB ABOVE 2 2 Er MTG. RAIL ``kOp1Y LY.. � if JAMB BELOW ; �1A.•'' \,1GENSF M�� MTG. RAIL SEE TABLE 2 FOR _ * : No. 58705 FULL DIP - * - --0 ANDARD VIEW O `. ST T S )OW, IMPACTSOON q...• •ANG amwreR�. R� A. LY'N<WII lyl4dEY2, P.E. 4040-20 G FL P.E.# 58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.125 22.668 28.211 1 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: o O 3: NU zO� U mz U O U 0 OzzMOz�z N U N 0 L) v O 0 o N 0 NC4WINDOW 0 0 U O 0 0 ONz�zmO0 NO � U 0 0 01! O 0 N O � Nz�Uz 0 0 0 0 MOo 04 0 NzU 0 U zU O U �Oo ?� 1 0U U U 0 0 WIDTH GA"N SS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1... 1 2.. 1 2.. 1 2 1 2 1 2 1 2.. 1 Z 1 2. 1 2 1 2.. 1 2.. 1 2... 1 3. 1 2. 1 3.. 1 3 1 2..._..3 1 1 3.......3 1 1 3... 24.000 D,E,F,J, K,L 1 __.1 1 1 1 1 1 2 _... 1 2 1 2.._ 1 2 1 -2- 1 2---2 1 1 2- 1 3 1 3--- 1 2 1 3 1 3 1 _2_ 1 3 1 _.3. 1 3 -_ 1 3 1 3 1 1 32.000 D,E,F,J, K,L 1 1 •�...... 1 1 1 2.... 1 2 1 2... 2 3 1 2. 1 3 2 3 1 3......3 1 1 3.. 1 2 11 3.... 4 1 3.... 1 4 1 4. 1 3 1 4 1 5.. 1 3 1 5._. 3 PSF 2 3 79 2 3 4 2 3 37.000 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 1 PSF 2 79 79 3 79 3 79 2 3 3 3 3 40.000 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6 PSF 79 76 79 77 79 -2-1-2 79 2 79 2 2 3 2 44.000 D,E,F,J, KL 2 1` 22 1_ -1 2 2 2 2--2 2 2 2 3 2 3 2 4 2 4 2 4- 2 4 2 3 2 5 2 4 2 3_ 2 5 2 5 2 4 2 5 2 5_ 2 4 2 6 3 PSF 78 79 70 79 79 71 79 73 76 44.00068 2 2 2 48.000 D,E,F,J, K,L 2 --1 2 - 1_ 2 __-1 2 2 2 2 2 2 2 3 2 3... 2 3-- 3 4 2 4 2 4 2 5..._.. 2 4 2 b... 3 5 2 4... 2 6 3 5. 2 4 2 -.6 3 6... 2 5 2 6... PSF 71 79 63 71 79 64 7466 7 69 69 53.125 D,E,F,J, K,L 2 1 2 1 2 1 2 2---2 2 2 2-- 3 3 2 -.3...._.3 2 -7----732 3 4- 2 4_.._4 3 3 5___..4 2 3 5_. 3 6 2 _5.. 3 3 _.6 2_ 5 3 _.7 3 6_. 2 5 3 7_. 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. p V Z O CO p N U N Z O L) U ZMO O U 0 gNZ U O 0 C) Z ON 0 0 O U Z O 0 C) Z O 0 0 C! OZ V O U Z O 0 0 f O c\l L) N ZZO O 0 C) O 0 0 N U Z Ncli O L) Z O O m O NV ZZ O L) O v WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.0002 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.00074 -2-1-2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 78 44.00068 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 73 58 66 72 53.125 2 2 2 2 -2--2-r-3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 JR - 1 06106117 1 G IND CHANGES THIS SHEET. I )70 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OF AUTH.#29296 COPYRIGHT02017 PGT INDUSTRIES. INC. Dw�pnom; ANCHORAGE ALUM. SINGLE HUNG s� .j s ; Is t ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACONS OR #12 SCREWSINTO METAL 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15 MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS. TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FU( LL DP) . 4 HEAD 2 JAMB ABOVE MTG. RAIL TABLE 8. KEY: MAX. PSF (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL (FULL JAMB BELOW 2 MTG. RAIL SEE TABLE 3 FOR FULL DP CUSTOM VIEW IMPACT SH700 I NTS 1 10 a 11 1 4040-20 1 G SEE TABLE 3 FOR FULL DP PRODUCT REV ISE? N d"ORI EYIS9 wid, L�w Figs s_rtl•Asrm Cade A� 31 Fxvirat6m :cce atf n \ Y\()10 LYNN, 7' i ��..•' �1GENgF P' O- _ No.58705 ADT. SATED s ////'/ONAL EN�•�• A. LYNNI&LkR`P.E. FL P.E.# 58705 NOTES: EXTERIOR INTERIOR , 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ��/// 1-3/4" MIN. EDGE WOOD ANCHOR NOTE 2 & 3) APPROVED 1/4" ELCO ULTRACONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) (SEE v ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR ULTRACONS INTO CONC., 2-1/2" E.D. FOR 2-1/2" MIN. EDGE CONCRETE ANCHOR 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. (CRETEFLEX ANCHOR) SEE NOTE 1 & 3) (SEE NOTE 3) 1" MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5), 1/4" SS4 CRETE -FLEX FOR DETAILS B & D OR 0.131"0 x 2-1/2" COMMON NAILS (F1667 NL CM tT 3.35 KSI MIN. S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10 ---FIN MOUNTED CONCRETE > : 1 3/4" MIN. ONLY (SEE DETAILS E, F AND G THIS SHEET) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 13/81, OPTIONAL 1x o TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK�af MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1/4 1/4„ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. A MINIMUM STRENGTH OF MAX. 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE MAX SHIM 6063-T5 AND A MINIMUM OF 1/8" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, SHIM DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045" THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL INTOFLEX CONIC.) 1-3/4" MIN. EDGE (ULTRACON INTO CONC.) 1-1/4" MIN. EDGE (CMU) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN 2-1/2" MIN. EDGE (ULTRACO NTO CMU &CRETEFLEX INTO CONC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1-3/4" MIN. EDGE (CONC.) ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4" MAX. SHIM 1 3/8"5. MIN. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 1/4" MAX. SHIM 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO —� CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE O CONCRETE ANCHOR, 1" MIN.EDGE FLORIDA BUILDING CODE. " FH BELOW MEETING RAIL. (SEE NOTE 2) WOOD ANCHOR, FH BELOW MEETING o RAIL. (SEE NOTE 2) 3.35 KSI MIN. CONCRETE llx OR 1.5 KSI MIN. CMU INTERIOR (ALL JAMB DETAILS) BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE (SEE NOTE 3) R DETAIL C DETAIL D v TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8" MIN. EDGE 2-1/2" EMBEDMENT 1/4" SHIM (WOOD FRAME MAX. O WOOD FRAME _SHIM 0 5/8" MIN. EDGE 'RODUCT P'EVIS€D .131" DIA. MIN. is compiymg withEhm Flcmida x 2 1/2" NAIL, I ®0��0.0 2-1/2" EMBEDMENT AT CORNERS `x-:Rnw11cr1aa 'm1 .131" DIA. MIN. AND 5" O.C. x 2 1/2" NAIL, WOOD FRAMEBy AT CORNERS :>tia i )ndr€ra3u tCrirme 5/8" MIN. EDGE AND 5" uiiil 131" DIA. MIN. .` �Y O 1 /4" x 2 1/2" NAIL, \ \Q MAX AT CORNERS e1 , IGEN ' SF SHIM AND 5" O.C. 2-1/2" EMBEDMENT = it No. 58705 DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) f TYPICAL INTEGRAL FIN ANCHORAGE � ;<% % STA E OF .. ` 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 ANCHORAGE DETAILS ;�s •'• ��R1�P••' \��\ G\ (941)460-1600 TW S AL ALUM. SINGLE HUNG WINDOW, IMPACT � CERT. OF AUTH.#29296 R JR By: Wre: Revieiona'`L JR 06/06/17 G REVISED TO MATCH NEW 2017 FBC ANCHORAGE. s"neertnome s®:e: sn�e Drewxmrm. Re-l—A. LYNt✓iv�ItLtR, P.E. coPrRicHT®son D, .B'. Dere: Che wBy. Dare: PST INDUSTRIES, INC. ° SH700 NT$ 11 "T 11 4040-20 G FL P.E.# 58705 F.K. 971/05 J.J. 2/23/07 ALL RIGHTS RESERVED