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Home My WebLink About16071406 PGT700alumSHMIAMI-DADE I 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) r vw.miamidade.eov/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 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 "SH -700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets i through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, 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 NOAH 15-0519.08 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. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 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 F dated 05/15/16, 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. 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. 0 7-0322.06) Manuel Per t, PjE. Product Control Examiner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 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. 07-0322.06) 5. 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 Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, 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-4947 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-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) .. Manuel P#cez l'.E. L1` Product Control "x rfiiner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 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), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Sallex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 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. (Submitter) under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, 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. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH -700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. Manuel Perez 1-E. Product Control Eam er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090" KURARAY BUTACITE ® •ALUMINUM DESIGN MANUAL, ADM -2010 PVB (BY KURARAY AMERICA, INC.) eAlsl-sloo-o7/sz-zolo OR .090" SAFLEX®PVB 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 BUTACITE® 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 BUTACITE ® 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 BUTACITE ®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 NOA DRAWING MAP .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX e PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE "PVB (BY KURARAY AMERICA, INC.) SHEET OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES ............. 1 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 GLAZING DETAILS............ 2 .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES....... 3 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 ELEVATIONS ..................... 4 OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) VERT. SECTIONS 5 ............. OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) HORIZ. SECTIONS............ 5 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 PARTS LIST 6 ....................... WITH A.090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS .................... 7 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 CORNER DETAIL 7 .............. .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) ANCHORAGE .................... 8-11 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 BUTACITE® 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 BUTACITE® PVB (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 BUTACITE ® 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, SHEETS 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. 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. PRODUCT [ZEV15clR asewithtf� kl e� as yiag5. SHUTTERS ARE NOT REQUIRED. Buil(Cod ' )du Cl ) Aecephwwith ptu ce 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 6; x4vnt' a D to 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. li'�; ede proJssct Cants -- ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. r, 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. RmdBy: JR Dale: 05105116 ReWsf.ne: F ADDED SPACERS TO SHEET 2. �o°tee0e GENERAL NOTES .l 107N QD DRIVE ,. Revadity: Dere: ReAV..: VENIC-HNOLOL ALUM. SINGLE HUNG WINDOW, IMPACT ,., R.rsdBy: D.l.: R.Nsiww: P.O. BOX 1529 NOKOMIS, FL 34274 A. LYNN ER, P.E. FL P.E.# 58705 risibly Better 8ekn9&C.L'' SH700 NTS Sleet 1 �� 11 W.MrpN.. 4040 20 Rer. F Drew• By: Del.: ehecFede. Det.: F.K. 911105 J.J. 2123107 F 41 37 1 m 1/2" NOM. GLASS BITE 70 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 80,81 or 82 (71-74)II 1/2" NOM. GLASS BITE 70 F T 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. Part # Description Material 71 Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for Materials 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer KCYCKCNUL I CD I KCY V K I O: r I L -OI 11, 0000 00 1O 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED /16" LAMINATED GLASS 83,84 or 85 71-74 R EXTERIOR INTERIOR (ALL SECTIONS) "PVB" _ KURARAY BUTACITE® 1/2" NOM. PVB INTERLAYER GLASS BITE or SAFLEX PVB INTERLAYER BY I EASTMAN CHEMICAL COMPANY 7�0 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/ 7/16" LAMI STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT.GLASS SILICONE STRUCTURAL SILICONE <— 1/4" NOM. FOAM WITH i DESICCANT JEXT. GLASC✓/ "—INT. GLASS KODISPACE 77 4SG TPS JR 1 05105116 SPACERS. -MELT BUTYLAA — 3/16" NOM. BUT DESICC F EXT. GLAS JT. GLASS SUPER 72 SPACERONXTTM 73 DURASEAL® SPACER '0 TECHNOLOGY DRIVE N. VENICE, FL 34275 POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL GLASS EXT. 89,90 or 91 DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL INT. GLASS XL EDGETM 74 SPACER GLAZING DETAILS ink: P.O. BOX 1529 ALUM. SINGLE HUNG WINDOW, NOKO. BO FL 29 I Visibly Better aeneenu7 7 srl 2 a wnquo sR�oo Full 2 17 4040-20 NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. PRODUCT REVISED ns complying with thew od & Building Code 7f Acccpttluce No t�t �,`• ?vr Expilaticgi Date ,Y" - 1 7111 By Y yr991 d. l Miami 6fnde Product Cov ratl L{ 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" 1 70" 72" 74" TABLE 1. 76" 48" A,B,M +80.0 -80.0 1 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M +80.080.0 +80.0 -80.0 +80..0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79,0 -79.0 800+b2" +80.0 800 -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+800-80.0 +79,6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 ,,, 00 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0UPTOb31 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" 60 5/8" 63" 72" 74" TABLE 2. 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 +80.0 1 -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 -67.6 531/8" 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 UPTO631/8" 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 17 1/8" 22 11/16" 283116" 33 3/4" 1 396/16" 4413/16" 603/8" 55 15/16" 531/8" 1 D,E,F,J,K,L4/9\+80.0 -80.0 1 +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 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 - (118"A,.090,1/8"HS) FTL-4647, 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) FTL-4646, 4723 H. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4646 1. 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"&.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 - (3116"HS,.090, 3/16"HS) FTL-4649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A) FTL-5063 „p„ MEETING RAIL HT. "X" SASH „p„ HT. MEETING RAIL "X.. SASH W1 T. MINUS 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 ,..M. I I I 0.*o : 911105 070 TECHNOLOGY DRIVE DESIGN PRESSURES N. VENICE, FL 34275 m P.O. BOX 1529_jcmT ALUM. SINGLE HUNG WI NOKOMIS, FL 34274 Visibly Better � 1: 73'sH�oo NTS 3 0f 11 IMPACT 4040-20 ( F PRODUCT R.EVISrD as c€nnRIN'j"g with the Pinr/cia: ArccjmuccN 14gt'0144 t'�Ipu'at$un Dale `�i'.c 6 53 1/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH I� 49 5/8" MAX. FIXED DLO (ALL) DD C — AX — 75 MAX. 7 75" MAX. SEE TABLED� LF. HEIGHT DBLE MAX. A SEE DLO O A I.F. HEIGHT SEE DLO 76"TABLE MAX. C OL I.F. HEIGHT MAX. FLANGED J� LA FLANGED HEIGHT J� L FLANGED HEIGHT N48114"MAX. HEIGHT SEE DLOTABLESMAX SEE DLO X SEE NOTE 4TABLE SEE DLO XSEE — NO E 4 (MAlX.)HEIGHTTABLE J� DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 B E 75" MAX. 75" MAX. I.F. I.F. HEIGHT E HEIGHT SEE DLO TABLELBI SEE DLO TABLE O j 76" MAX. FLANGED 76" MAX. FLANGED HEIGHT HEIGHT PRODUCT' REVISED SEE DLO TABLE 20" SASH SEE DLO TABLE X 20" SASH tis complying with dw :_ Buil hn HEIGHT HEIGHT t :y �4iami ade Pmdrmtr' DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES:`' 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. Revel BY Oafe: Revisions: �eaintlon' ELEVATIONS Ravatl ey: Dere: Revlslons: 7070 N. TECHNOLOGY DRIVE VENICE, FL 34275' ALUM. SINGLE HUNG WINDOW, IMPACT Ravee ey: vela: Rai„on,: NOKOMIS, P.O. eox tszs FL 34274 A. LYNN MILLER, P.E. Visibly Better Se°a`"'fvtle1 JB1 sna4 o�n�"^eu^. RaF drawn ey: F.K. Dile: 911105 Cheateee. J.J. vele: 2/23/07 SH700 NT$ I 4 a 11 4040-20 FL P.E.# 58705 I® --2.764"--1 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 LITE — DAYLIGHT 25 OPENING _ OUTSIDE 25 MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH 6 SECTION A—A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE OUTSIDE 23 47 50 MAX. HEIGHT 21 2.946 I HIGH OUTSIDE SILL 2.330 I LOW SILL MAX. DA ENT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 2853 68 2.710" I.F. FRAME (j I I PRODUCT REVISED with the Fimilk as cD,,,plying OUTSIDE I ouioptan N IG-oyl40 AttrpGmce ida - _ b 1 t' n Date 5 6 I3r 4. 53 Vii' / daPrRWI C ) 2.946" 63 2.330" (HIGH SILL) 52 (LOW SILL) SEE NOTE ABOVE 54 64 yULT67 3 30 12 ONLY 69 12 ULTRALIFT SECTION C—C 12 ONLY SECTION B— RADIUS TOP ALTERNATE HIGH SILL (HEAD DETAIL -FLANGED VERSION) (LOW SILL SHOWN) ) Revad BY Data: SECTIONS Rend By. Date: Revisions: RIVE FL:5 =34274Visibly ALUM. SINGLE HUNG WINDOW, IMPACT Ravad By: Data: Ravlelana: A. LYNN MILLER, P.E. s&��a,, snaac Dn,.waarva. Rar 4 Visibly Better SH700 if 5 at 11 4040-20 F FL P.E.# 58705 Drawn ey: Date: chedceae. vete: F.K. 9/1/05 J.J. 2/23/07 ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #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 ISASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 318", 518", OR 11116" 1. 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 L. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"HS,.090 PVB,3/16"HS) #8 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080-1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C I FIXED MEETING RAIL 64054C 23 1 4006C ISASH TOP RAIL 64006 25 1 1235 JWSTP ... 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 LAMI SETTING BLOCK 3/32"X25/64"X1" 71622K 36 1052 ILAMIIGSETTING BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 64039B 42 40448 GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 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 4009 SILL LATCH (EGRESS) (LOWSILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 ISILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 ISCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEYWIRINGS 71630 57 1631 SCREEN CORNERKEYW/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 61624K 0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 2/23/07 ITEM DWG.# 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, 1116 X 1/2 - 7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 ISILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAMI, (1/8"&.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAMI, (1/8"HSA90 PVB,1/8"HS) 83 D. GLASS, 7/16" LAMI, WVA.090 PVB,1/8"A) 84 E. GLASS, 7116" LAMI, (1/8"A.090 PVB,1/8"HS) 85 F. GLASS, 7/16" LAMI, (1/8"HS,.090 PVB,1/8"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; 1/8"T, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS) 88 1. 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" LAM] IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"&•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 IM. GLASS, 13116" LAMI IG; 1/8"A AIR SPACE, 5/16" LAMI, (1/8"&.090 PVB,1/8"A) I-2. 1 47 FRAME, I.F. HEAD #4071A,6063 -T6 2.908— .062 NOM THICKNESS n_-- 48 FRAME, I.F. LOW SILL #4072A, 6063-T6 2. -.062 NOM THICKNESS FRAME, I.F. JAMB 5Q 49 FRAME, I.F. HIGH SILL #40748, 6063-T6 #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) �PC . _ PARTS LIST ®ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better SH700 ,gt9; Sh t D m'NO. RBY. NTS 1 6 a 11 1 4040-20 F PRODUCT Rf MSEC as emplying with tial EIMI& Building Code I +o 1 q .0 Amtptnnme No 4. Efph,it "Date _ t 13y f�,qui Miam�3�+de P(odumi CbWr(A p , - 2.784 62 062- I. FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F. FRAME I � 2 �% }TI 1.363 30 30 2.330 .062 6 or 50 O FLANGE FRAME HEAD #4002A, 6063-T6 I®-2.784 1.749 OFLANGE FRAME SILL 3 #4003C, 6063-T6 (LOW) 6 or 50 LALONGWELD ELD CREWOSS 2.710 .062 .062 .490 E►-�{ 1.451 1.513-►j .738 .040 (2) SEALANT OR GASKET AT HEAD AND SILL I VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) -� 1.342 O SASH STOP O SASH STOP COVER 7 #4025, 6063-T5 17 #4053, 6063-T5050 �- 2.326 �I �--2.279---1 T FRAME CORNER CONSTRUCTION ' 1.165 RL .678 1.096 -f ��I 7 062 1.349 41 GLAZING BEAD, 5/16" ff #40398, 6063-T5 .062 2.155 FIXED MEETING RAIL 2g 21 #4054A, 6063HD-T6Q O .062 2.946 3.446 ►-2.784 -�1 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 1.979 �7 .o6z SASH SIDE RAIL .062 31 #4008,6063-T5 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) 678 #4006C, 6063HS-T6 O #4007, 6063-T5 .050 05j 1.096 O GLAZING BEAD, 5/16" .678 42 #40448, 6063-T5 2.326 1.096��--�I� (USEDW/GRILL KIT) O GLAZING BEAD 7/16" 44 #4222,6063-T5 2.638 � .683 .050 .062-►-►� 1.097 .050.678 I 46 GLAZING BEAD, 13/16" IG 1.115 y® -®�� #4067,6063-T5 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7/16" #4051 A6063-T5 #985C,6063-T5 , (USED W/ GRILL KIT) F'Ii.OiJUCT RIiVISE:I) a comPlyiDg with Ih. aimir2s fiuildulm Code i g Accnpfaucel to Q�.1u16 lnryirainDate_ ,ie® I } "" rnia„�; >�,�e eraducl con ,�,, � I Re�.eer Dere: R°whoa: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275' P.O. BOX 1529 NOKOMIS, FL 34274 ® °eBO'°"°": EXTRUSIONS & FRAME CORNER DETAIL A. LYNN MILLER, P.E. FL P.E.# 58705 Rewefly. Date: Rewbrrs: ALUM. SINGLE HUNG WINDOW IMPACT Rewe By: Dale: ReNNons: Visibly Better S.eevMatleC SH700 S[al.: Half 8h.et 7 a 11 D,ex4q No. 4040-20 R.I. F D. y: F.K. Dare: 911105 Dnedceee. J.J. Del.: 2/23/07 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR TYPE: U zm �OcvONOPOciONOPO�P�NO�OcfOCiONO�Oci0NO�O o U z v zm a U z U zm n U z U zm o1102 m ® U z U zm o U z v z WINDOW GLASS W3416033 U 0 U U WIDTH TYPE v � U C) � L) C) 3 U U � � 3 C,D,E,F,G,1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1112 1''1 1111 9112 111 112 21,2 1j2 212 22 212 212 22 212 2112 2 2 212 2112 212 213 2 2 3 3 19.125 1 1 1 1 1 1 A B,M 1 2 1!1 1;1 112 111 112 212111,21212 212 212 212 212 2j21212121212,12 212 212 212 212 213 2 2 313 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 112 111 11211121112 112 212 112 212 212 212 212 212 212 212 213 212 2112 213 212 2113 313 2;2 3'3 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 A,B,M 112 111 112 112 112 1112 2121;2 212 2'2 2112 212 212 212 212 213 212 2 2 213 212 213 313 212 31.3 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 12 2 2 213 112 212 213 112 2113 213.212,213 213 212.213,313 2 2 313 3;4 3 2 313 314 313 414 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 A B,M 112 1112 212 2l3 112 212 213 112 213 213 212 213 213 2112 213 3 3 212 313 314 3;2 31313114 313 414 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,J,K,L 2112 112 2121213111212'3 2 3 2 2 2 3 213 212 213 2 3 2',3 213 314 2 3 3113 314 3 3 3 4 315 313,414. 37.000 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 212 112 2112 2j3 1111 2 2,3 2113 2,22J3 213 212 2113 213 213 213 314,213 313 314 313 3i4 315 3113 414 PSF 79 C,D,E,F,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 40.000 H,I,J,K,L 2 2 1 1 2 2 2 21 3 2 2 21 3 211 3 2; 2 2113 2; 3 2113 21 3 2114 21 3 3 3 314 2 3 3 4 3 5 31 3 314 4; 5 3113 414 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 ? fi B,M 2 2 1? 12 2112 2=3 2 2 213 213 2l2,213 213 213 2 3 2:4 2i3 _ 3,3 314 2 2 3 ? ?4 3' 325 3123 324 4? 15 313 414 PSF 79 C,D,E,F,G, 2 2 2 2 2ffl 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 2 2j2 2j2 213 2 2214 223 33 34 2113 3 3 314213 314 315 313 3;4 4115 314 415 2 2 2 2 22 2 22 212 2113 2 22222124 223 323 324 223 323 324 223 324 335 31,3 34 4;5 314,415 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 3 2 2 48.000 H,I,J,K,L 2 2 212 2 2 213 2 2 213 324 213 313 314 21313 1i43�42;33`4315313 343115313454,63,4515 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB'M 22 212 2 2 213 2l21213 314 213 3113 3'42',33143114233114315313 314 315 313 4'5 4#63114515 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,KL 2 2 2112 2 2 2 3 2,2 2 3 3;4 213 314 314 213 314 3;4 3 3 314 3 5 3 3 414 4 6 314 4 5 46 3j4 516 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 2 2 2112 2 2 2 3 212 213 3 4 2 3 314 314 2 3 3�4 3114 313 3j4 3;6 3;3 4114 4 6 3 3 4 5 4 6 314 4�5 '0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 2123/07 ANCHORAGE SPACIN me: ALUM. SINGLE HUNG Visibly Better sH700 NTS 8 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 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. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 2. 3 MTG. RAIL JAMB BELOW MTG. RAIL 1/1 WINDOWS INDOW, IMPACT DraW,rp No. Rer. 4040-20 F PRODUCT RF VISED ns cannplying with the Rmida Bu 14mg Code pp Acceptance No€ ��%lF m79 1Due BY a� � Miami 9dC P[Qniiet Controi 0 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 7.4.655 76.000 SUBSTRATE: 3 - #12 SCREWS ❑ n0 NONO{ONONOIONONO 3: U Z U U zmo U ❑ U z U U zmo U ❑ �y U z U U zmo ONONO�ONONO�ONONO�ONONOTONONO�O U ❑ U z U U zmo U ❑ � U Z U U ZQO U ❑ 3 U z U U zmo U ❑ � U Z U U zmo U ❑ U z U U z U ANCHOR TYPE. 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 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H I J K L 1 1 1 1 1 1 11 1 1 1 1 21 2 1 2 1 1 212 1 21 2 1 2 1 1 21 2 1 21 2 1 2 2 1 2 2 1 212 1 212 1 21 2 1 2; 2 1 2; 2 1 2 2 1 3 2 1 2 2 1 31 2 1 312 1 2 2 1 31 2 ABM 1 1 ; 1 1 1 1 1 1 1 1 1 2112. 1 211. 1 212 1 212 1 21 1 1 212 1 212 1 212121!212[2 1 1 1 21212112 1 1 2 212 1 2 1 212 1 312 1 212 1 312 1 312 1 212, 1 3'12. PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 24.000 NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 j 9 1 1 1 1 2 1 2 1 1 1 1 1 21 2 1 21 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 21 2 1 2 2 1 3; 2 1 3 2 1 21 2 1 31 2 1 3 2 1 212 1 31 2 1 31 2 1 2 2 1 31 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE1"LESS. A,B,M 1 111 1 111 1 111 1 212 1 111 1 212 1 212 1 2�2 1 212 1 212 1 212 1 212 1 212 1 212 1 312 1 312 1 212 1 312 1 312 1 212 1 3 2 1 32 1 212,312 9 PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: 32.000 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. C,D,E,F,G, H,.E,F,L 111 1 1 1 111 212 1 212 1 2 j 2 1 21 3 1 2 2 1 2: 2 2 3'' 3 1 2 2 1 3 3 2 1 3 3 3 2 1 31 3 1 31 3 1 21 2 1 313 1 4 3 1 3 2 1 4 3 1 41 3 1 3 2 1 4! 3 A,B,M 1 1 1 1 111 1 1 1 1 212 1 212 1 212 1 213 1 212 1 212 2 313 1 212 1 3 3 2 1 313 312 1 313 1 313 1 2;2 1 313 1 413 1 312 1 413 1 _ 4113 1 31 2 1 413 37.000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2 2 2 1 2 2 1 2 j 2 2 21 3 1 2 2 2 2 3 2 3 3 1 21 2 2 3 3 2 3 3 1 3 3 2 41 3 2 3, 3 1 3 2 2 3 3 2 41 3 1 3 2 2 4 j 3 2 4 4 1 3; 2 2 41 3 ABM 1 1 1 1 111 1 1 1 2 2j2 1 212 1 2;2 2 213 1 212 2 213 2 313 1 212 2 313 2 3;3 1 313 2 413 2 313 1 312,313 2 2 413 1 312 2 413 2 414 1 312 2 413 PSF 54 79 62 79 40.000 C,D,E,F,G, H,I,J,K,L 2 111111222122,221322313332;23134133134j3333j3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 43,4 2 4 2 313 2 413 2 4143'3513 2 2 TABLE KEY: 2 111111 2 2 2 222,2222'32123.33132123134133,34�333334i34�4313434143353 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 PSF 49 79 56 79 79 PSF (DP LIMITED) 117 Paomici,uvlsm HEAD 3 `� 'nlvt°� ° "tt dw l JAMB ABOVE 3 3 Bmidin code 1. Acc:e.Evtnnce hF1 I Gi 1. Ex at Date t X 21 MTG. RAIL t JAMB BELOW Mtanu i3ei"'w';' i(rn � MTG. RAIL ( I C,D,E,F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 3 1 3 2 2 2 2 31 3 2 3 4 2 21 3 2 31 3 2 4 1 4 2 31 3 2 41 3 2 4 4 2 3 3 2 4) 3 2 4 4 2 31 3 2 41 3 2 414 2 3 3 2 514 A,B,M 2 1 1 2 2 ILL, 2 1 1 2 _.. 2 2 2 212 2 __. 2 2 2 3131212 2 2 3 3 2 314 2 2 3 2 313 2 4 4 L 2 3 3 2 4 3 2 4 14 2 31 3 2 41 3 2 4 14 2 31 3 2 41 3 2 414 2 313 2 514 48.000 PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,K,L 2 g 2 2 1 1 2 2 2 2 212 _. 2 2 2 .._-2 3 3 2 212 2 313 2 314 ' 3 3 2 3 3 4 4 i 3 3 2 4;4 2 414 2 313 2 414 3 414 2 4 3 2 51,4 3 4 4 2 413 2 514 ABM 2 111 2_ 1 2 11 2 222223 2 2 2 3 2 2 3 2 42 2 2 3 3 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) " HEAD 2 JAMB ABOVE 2' Z MTG. RAIL JAMB BELOW MTG. RAIL 53.125 PSF 41 67 46 67 76 79 C,D,E,F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2 _- 2 2 2 _ 3 3131313 2 2 31 3 3 4 4 2 3, 3 3 4 4 3 44 2 3 3 3 414 3 4 4 2 3, 3 3 4 4 3 5 5 2 4i3 3 5 4 3 5 5 2 4 3 3 5 4 2 1111111 2 2 2 222222333�333443341441433414414313 2 2 1 3 2 2 3 2 1 _ 3 3 2 3 3 2 2 4;45144±35145;4413514 3 2 3 3 2 3 R.v Sy. Dere: ReN Ws: 1070 TECHNOLOGYDRIVE N. VENICE, FL 3, P.O. BOX 1529 NOKOMIS, FL 34274 �� ANCHORAGE SPACING, STANDARD VIEW � - A. LYNN MILLER, P.E. FL P.E.# 58705 vel ReBy Date: Rewem ALUM. SINGLE HUNG WINDOW, IMPACT RevsdBy Dete: Revislone: Visibly Better SH700 NTS ansae 9e a 11 Dre»mB 4040-20 Rev. F D. By F.K. Dere: 7129105 DnearedB. J.J. Dere: 2/23/07 0 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 M O U N Z U r Z o CO O U N Z U Z o U M O N Z U � Z o M O 0 N Z� U Z o M O U N Z U r, Z o M O U N Z U Z o M O IN U Z O U P Z ONO o U M O N Z O U Z O WINDOW GLASSnfO O ONO O ONO O ONO O ON O U ONO U O U ONO U U U U U U U � U v c U 2 O U WIDTH TYPE D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 K,L 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 D,E,F,J, 1 1 1 1 1t22 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 K L __.1 1 _. __.1 2_ _ ... 2z 2 z 2332332333 3 3 3 432.000 D,E,F,J, 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 K,L 1112 2 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 35 PSF 37.000 D,E,F,J, 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 3 3 43 3 34 3 44 4 5PSF 79 79 7940.000 D,EFJ, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K L ..1 1 .1 —22 3 3 4 4 4 4 3 5_ 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 1 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 1 4 1 6 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D, -E, 2 2 2 2 22 3 2 2 3 2 _. 3 3 2 1 3 3 2 3 Tr 2 73 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 1 5 1 7 6 5 7 0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 7129105 �P�. ALUM. SINGLE HUNG ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 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 V 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. TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE .2 . MTG. RAIL FULL DP HEAD 2 JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: MAX. PSF (DP LIMITED)112 JAMB BELOW 2 MTG. RAIL FULL DP JAMB BELOW 2 MTG. RAIL CUSTOM VIEW Visibly Better sH70o NTS 1 10 of 11 IMPACT 4040-20 1 F PRODUUP REVISED as coniptying with lite Florida Building Cade Aueepfnace hb �_ `��I tlb Expiration LVaerttte Miami C/:xle Prodr�l Conffo3x^" ��ttt NOTES: EXTERIOR INTERIOR E 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY (ALL HEAD AND SILL DETAIL) WOOD ANCHOR APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-3/4" MIN. EDGE (SEE NOTE 2 & 3) ANCHOR TO CONCRETE EDGE IS 1 3/4". CONCRETE ANCHOR 2x WOOD BUCK 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 412 STEEL SCREWS (G5) OR OTE 1 3) (SEE NOTE 4) 1" MIN. EDGE SSE CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. FL 3.35 KSI MIN. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE 1 3/8" MIN., 1/4" TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1.3/4" MIN., 1/4" CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x o 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE AMAX. MIN. BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. WOOD BUCK —.ENGINEERED (SEE NOTE 4) 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF /4" 1/4„ 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT OF A SIZE MAX' SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET SHIM SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE DETAIL A DETAIL B MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4" 1 3/8° MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. MIN. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4" MAX. SHIM 1/4" MAX. SHIM{ II►►-- 7, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT O WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 1-3/4" MIN EDGE 1" MIN.EDGE EDITION. € CONCRETE ANCHOR, t WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) { p RAIL. (SEE NOTE 2 & 3) 3.35 KSI MIN. CONCRETE INTERIOR OR 1.5 KSI MIN. CMU (ALL JAMB DETAILS) EXTERIOR L CONCRETE L 2x WOOD BUCK 1x BUCK OPTIONAL WITH SOLID (SEE NOTE 4) OR CMU SUBSTRATE (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" —► 5/8" MIN. EDGE 2-1/2" EMBEDMENT MAX' 1/4" SHIM WOOD FRAME MAX. Pttt71Jt7(,"i itl:Vt90D —WOOD FRAME SHIMI as 1plying with the k'laaidze O � Buildinglig cCode Ac ptauccNo*0714. (o 5/8" MIN. EDGE L-atflm Date ) .131" DIA. MIN. x 2 1/2" NAIL, By 2-112" EMBEDMENT AT CORNERS Miami )ude Product c.ou { .131" DIA. MIN. AND 5" O.C. x 2 1/2" NAIL, WOOD FRAME ✓' AT CORNERS y AND 5" O.C. 5/8" MIN.EDGE 131" DIA. MIN. 1/4" x 2 1/2" NAIL, O MAX. AT CORNERS SHIM AND 5" O.C. 2-1/2" EMBEDMENT DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGEf`( Reved By Dafa: Ravin . rr ANCHORAGE DETAILS R.-dBy. Dere: ReNsfms: 1070 TECHNOLOGY DRIVE3k N. VENICE, FL34275 ® ALUM. SINGLE HUNG WINDOW IMPACT r f �vIILLER, Rend By: Dele: ReNslons: P.O7529 NOKOMId,MIS, FL 34274 A. LYNN P.E. FL P.E.# 58705 Visibly Better f. may. Rer. SH700 NTS 11 ar 11 4040-20 F Drewn By: Dare: cnadtadB . Date: F.K. 911105 J.J. 2/23107