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Home My WebLink AboutNOA SINGLE HUNG WINDOWSt. Lucia County MIAMI•DADE 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) www.miamidade.gov/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.L 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., hearing 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 b0 17 Approval Date: November 30, 2017 ((( Page 1 PGT Industries, Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 05101 S. 01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 1 I 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, DuraseO 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) Ma Y_ a a �Q, m 9:;: -, Manuel ere P.E. Product Contro Ex iner 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: 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 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) `k, Manfiel ere P.E. Product Contr l Exa iner 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 5th Edition (2014) and FBC 61h 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 51h Edition (2014) and FBC 61h 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. FTL4957, 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. 07-032Z06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 46481 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. anu r , P.E. Product Co rojEaminer NOA630.08 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 '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 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 TROSIFOC 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 °PVB (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 5116" 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 118" 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 TROSIFO& PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13/16" LAMI IG: (1) LITE OF V8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/B" HEAT STRENGTHENED GLASS WITH A.090" KURARAY TROSIFOL�PVB (BY KURARAY AMERICA, INC.) 011.090' SAFLEX® PVB (NTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAW 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. 13116" 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 3116" HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSI FOE 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 TROSIF01- P� VB (BY KURARAY AMERICA, INC.) OR .090" SAFLEXm PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13116' 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 TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX' (111, 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. CODES I STANDARDS USED: �2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDNG CODE (FBC), STH EDTION •ASTM E1300-04 :ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADM-2015 •AISI 8100-12 •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 DMM. 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 45 ksl 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B 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. I JR' I OAM17 I G IUPDATEDANCHORAGETOFBO2017. I N. VENICE, FL 34275 (941)480.1600 CERT. OF AUTH. 929296 SHM I NTS 1 1 s 11 1 4040.20 PRODUCT REVISED . -Oyi1$ W ith Or~ FLIM& Flewia6Codo IR_-- L/,.1111II LT IVl`r�/ * No. W706 -� x �0.•, S7A OF ((7 �ts S,70NAL 10r1``. A. LYNN MILLER, P.E. FL P.E.# 58705 1/2" NOM. GLASS BITE Part# Description Material 71 Kommeding 4SGTPS Spacer System See this Sheet for Materials 72 Quanex SuperSpacernXT-With Hot Melt Butyl 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 7/16" LAMINATED 5/16" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85 71-74 oe7l-74 a EXTERIOR INTERIOR _ ((ALL SECTIONS) PVB"KURARAYTROSIFOL1/2°NOM. 1/2"NOM. PVBINTERLAYER GLASS BITE GLASS BITE oOrSAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER PE1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED 7/16' LAMINATED AIR SPACE AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 118" TEMPERED GLASS 13/16° NOM. 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" LAM[ 89,90 or 91 STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS —V KODISPACE 71 4SG TPS STRUCTURAL SILICONE 1/4° NOM. FOAM WITH DESICCANT EXT. GLASS CHANGES THIS -MELT BUM —3116" NOM. BUTYL & DESICCANT FOAM SUPER SPACERUNXTT"' Farr. GLASS —\, POLYISO- BUTYLENE SEAL ROLL -FORMED _ STAINLESS STEEL EXT. GLASS 1 <,V� ' \.—INT. GLASS DURASEALO 73 SPACER III TECHNOLOGY DRIVE N. VENICE. 5 l� C Lsagasc-1600-loco CERT. OF AUTK 029296 XL EDGE'" 7. SPACER VT FILL AREA 6116" NOM. .ICONE SEAL GLASS ALUM. SINGLE HUNG WINDOW, IMPAC rrw"e ire an.e w.aow srnaD Full 1 2 m 11 4040-20 NOTE: LAMI IG OUTBOARD LRES MAY BE UPGRADED TO 3116' WITH NO CHANGE IN DESIGN PRESSURE. ?RGDUCr N25VISEU ar romplyirg dish the flarkla Sailding Code A--vian- No �111111f f . �qNY...N N ;6NALN�'.``� A. LYW OAIIIL� P.E. FL P.E.# 58705 111 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" 1 68" 70" 1 72" 74" TABLE 1. 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M +B0.0 -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 +78.6 -78.8 +77.3 -77.3 +76.9 -75.9 531/8" A,B,M +80.0 A0.0 r80.0 80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO53118" C,D,E,F,G,H,I,J,K,L +B0.0 -80.0 +80.0 -130.0 +80.0 -80.0 +80.0 -80.0 1 +60.0 -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" 50 618" 63"1 72" 74" TABLE 2. 76" 1w, I 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 UP TO63118" 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. Wl SASH = 76" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 1 17 1/8" 1 2211/16" 1 28 3/16" 1 33 3/4" 1 39 6116" 4413/16" I 50 3/8" I ssivis- 1 D,E,FAK,0 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +80.0 1 -60.0 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" LAM[ - (1/8"A,.090,1/8"A) FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4647, 464B C. 5/16- LAM[ -(1/B"HS,.090,1/8"HS) FTL-4647, 4648 D. 7116" LAMI- (3/16"A-090. 3/16"A) FTL-4645, 4885 E. 7/16" LAM] - (3/16"A,.090, 3/16"HS) FTL-4645 F. 7/16" LAMI - (3/16"HS,.090, 3/1WHS) FTL-4645 G. 13/16" LAMI IG -1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,11WA) FTL-4646, 4723 H. 13116" LAMI IG -1/8" T, AIR SPACE, 5116" LAMI-- (1/8"A,.090,1/8"HS) FTL-4646 I. 13116' LAW IG -1/0' T. AIR SPACE, BMW LAMI - 1/8"HS,.090,1/8"HS FTL- 646 J. 13/16" LAW IG -1/8" T. AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL-4649, 4650 K. 13116" LAMI IG -1/8" T. AIR SPACE, 7/16" LAM] - (3/16"A,.090, 3/16"HS) FTL-4649, 4650, 4958 L. 13/16" LAMI IG - 118" T, AIR SPACE, 7/16- LAMI - (3/16'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 MEETING RAIL HT. � H HT. MEETING RAIL ��TT STH WLT. "0" MINUS SASH HT. HT. MEETING RAIL j "X" !IH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWERAS 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 6.8 FOR ADDITIONAL DP 1070TECHNOLOGY GRNE °ivhA a LIMITATIONS. N. VENICE, FL34275 DESIGN PRESSURES [941)460-1600 1a� r+..,4e,: �: �• CERT. OF AUTH. 429298 ALUM. SINGLE HUNG WINDOW, IMPACT JR 0&06/17 G NO CHANGES THIS SHEET. On,mF.K-FA'pW�9/1/OS fl�mJJ. ee Oslo 2lt3/O7 COvttiIGXT ol°ft s„fuNcbG saY fRat�p Na 0THD5TU�PG ® SH700 NTS 3 e 11 4040-20 . u�r+icHrs nesewm PRODUCEREW9D as cmviYinB wiu ft Flaw 0°iidicg Cale Acc4ptv,4a No l O� b3D.0� E<pimtiyu M.!A-j�, Ivan=i �\•�ONr L7NIV * No.58705 �o�};��` A L ENG��• A. LYNN U ILLER,`P.E. FL P.E.# 58705 531/8" MAX. FLANGED WIDTH 52 1I8" MAX. I.F. WIDTH 49 5/8" MAX. FIXED C DLO (ALL) D-7 75" MAX. 75" MAX. I 75" MAX. SEE DLO I.F. A A I.F. C� I.F. TABLE O / p _J HEIGHT SEE DLO / HEI HT SEE DLO Q HEIGHT TABLE Q / _ 76" MAX. 176 MAX. 76" MAX. FLANGED FLANGED FLANGED HEIGHT LHEIGHT HEIGHT SEE DLO 38 X TABLE x j SASH SEE DLO X �E SEE DLO X S E (� HEI HT TABLE / NO E 4 TABLE 481/4" MAX. VENT DLO (ALL) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 • B E `I 75" MAX. 75" MAX. I I.F. I.F. EE DLO HEI HT E-J HEI HT STABLE O I STABLEEE D O / 76' MAX. / 76" MAX. FLANGED FLANGED HEIGHT HEI HT 20. SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT FRODUCTREVISED :u complying wtjb 6m Flo,, Building Cox Acoepinrw No I -0(p_ B Fcpinnion L A. DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) By Dad. Fr�a NOTES: C1 . OCEN; 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. _= * ;' No. 587 3. SEE SHEETS 8 THROUGH 11 FORANCHORAGE INFORMATION. _ 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON ATHREE OVER TWO FORMAT. — D io ��T'• STATE O Imo TECHNOLOGY DRIVE °"'Dn" ' �51•'•�........., ORID N. VENICE.FL3M5 ELEVATIONS '�, s n"„,ar. o.d CERT OFAUTH.II2M6 ALUM. SINGLE HUNG WINDOW, IMPACT 1�NAi LI JR O6/O6/17 G NO CHANGES THIS SHEET, mPrww+rmm� e. a...r• c.." o...sw ." A. LYNN MILLE m.F.tc.. o.k +n o.� P6TNO°s�n�°� [�T- SHI'. NTS 4 d 11 4040-20 "G FL P.E.#58 F.K. 9/1/O5 J.J. 2/231D7 - w.n�crosnEsmnvm F:-- MAX. FIXED LITE DAYLIGHT OPENING IF-2.784"—1 i II INSIDE SECTION B-B (LOW SILL SHOWN) CHANGES 2M7 QL J (LOW SILL) SEE NOTE ABOVE nULTRALIFT 12 ONLY NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6° FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING I I I V I HIGH SILL a�j j HIGH SILL OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 02.330SILL HEAD 68 z.71o° 7 I.F. FRAME tl 53 1I OUTSIDE (HIGH SILL) J e ULTRALIFT 12 ONLY ALTERNATE HIGH SILL 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 S'ECTIO, (941) 480.1600 ip�1eI CERT. OF AUTH. fR9298 cnP7RIGeR®2U11 PG r WDUST s,u ALL WGHTSR65wv[D SH700 SECTION C-C 7LC nulvu vvlfvuuvv, 11V0'7iL .w sore n..no�m Half 1 5 d 11 4040-20 NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16 2.710° FRODUCT REVISED ns c.unplying'Wth tl a Firtma DnildioS Cone A=pla No l -0 b.0 �� .•'��LICENSF •. �(( * No.58705 0,�' 6ATE D O N A. LYNN MILLER, P.E. FL P.E.# 58705 ITEM DWG.# DESCRIPTION PGf# 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 SASH STOP (EGRESS) 1.125LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 #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 1 1080-1 IBALANCE COVER.11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" I.G. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64064C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170X.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 BLOCK3/32"X25154"X1" 71622K 36 1052 LAM( IG SETTING BLOCK 1"X3/4" X 1/16" 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. 64039E 42 4044B GLAZING BEAD, 5/16 LAM] 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" LAN9 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) (LOW SILL) 164009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR.B VER.) 61014 AS 1 19'40 I.RrRFFN CORNER KEY WIRINGS 71630 aff II 59 1 1624 SSCREEN SPLINE-.135 DIA FOAM I 61624K CHANGES THIS SHEET; 23�07 I 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)460.1600 CERT. OF AUTH. 029296 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 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE,1116 X112 -7116 LAM( 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A IFLANGE FRAME SILL (HIGH SILL) 64050 70 ISILICONE, DOW 791, 899, 995 OR GE 7700 80 A GLASS, 6116" LAM(, (1/8"A,.090 PVB,118"A) 81 B. GLASS, 5/16" LAMI, 1/8"A.090 PVB,118"HS) 82 C. GLASS, 5/16" LAM[, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAMI, (3/16"A.090 PV8,3/16"A) 84 E. GLASS, 7/16" LAM(, (3/16"A.090 PVB,3/16"HS) LASS, 7/16" LAM], (3/16"HS,.090 PVB,3/16"HS) LASS,13116" LAM( IG;118'T, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8"A) LASS,13/16" LAMI IG;1/8'T, AIR SPACE, 5/16"LAMI, (1/8"A.090 PVB,1/8"HS) U ASS,13/16" LAMI IG;1/e"T, AIR SPACE, 5/16" LAMI, (118"HS,.090 PVB,1/8"HS) LASS,13/16" LAM( IG;1/8T, AIR SPACE, 7/16"LAMI, (3/16"A,.090 PVB,3/16"A) LASS,13116" LAM] IG;118'T, AIR SPACE, 7/16"LAMI, (3/16"A.090 PVB,3/16"HS) LASS, 13/16" LAM] IG;1/8" f, AIR SPACE, 7/16" LAMI, (3/16"HS,.090 PVB,3/16"HS) LASS, 13116" LAM( IG;1/8"A AIR SPACE, 5116" LAMI, (1/8"A.090 PVB,1 /8" 2.784 1130 .062 47 FRAME, I.F. HEAD #4071A, 6063•T6 48 FRAME, I.F. LOW SILL #4072A,6063-T6 2.908 2.374 PRODUCT R£VISFD us mmplying with the Florida .062NOM pmldmyCude 1 Ofo3D.D acptrrim tdo a THICKNESS 4.(71 2rarinaDate 7�1 1 . 1 BY .062 NOM iv0am Uade Product Co THICKNESS NY LYNNI' 0'�.. ,I ......... O FRAME, I.F. JAMB ; 50 #4074B, 6063-T6 = * ; No, 58705 49 FRAME, I.F. HIGH SILL ': 7t #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) - PART LIST ALUM. SSINGLE HUNG WINDOW, IMPACT "'" TONAL E�G�?�` �-- a- - D-04. - A IftNNiNdtLE'f�, P.E. SH700 NTS 6 a 11 4040-20 G FL P.E.# 58705 I.F. FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 i�I.F. FRAME 2 F----2.764--{ 062 I II II FI 2.830 2.330 1.36 062 It 6or50 O FLANG�FRAME HEAD # 1 749 O FLANGE FRAME SILL (LOW) #4003C,6063-T6 2.710 1 1.513+{ 736 062 A90 .040 062 �-1.451 r{ T O SASH STOP O SASH STOP COVER O FLANGE FRAME JAMB 7 #4025, 6063-T5 17 #4053, 6063-T5 #4004,6063-TS (USED AS RADIUS TOP HEAD) —�{ 1.342 I 2.326---11.J 1 � 979 .062 P 2.155 Z62 7 0F 21 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A,6063HD-T6® #4006C,6063HS-T6 r-2.784 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 THIS SHEET. —2.326---J 2.638 .062— Ll 68 SASH BOTTOM RAIL (HIGH) #4051A,6063-T5 6 or 50 SEALANT OR GASKETS " "" I\ — I AT HEAD AND SILL U I VIEW D-D VIEW E-E (1/1 & VIEW HEAD &SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION -- -- .050 IFL -- --- --j 1.1ss .678 1.096-1. - —T .062 1.34s GLAZING BEAD, 5/16" 1 41 #40398,6063T5 28 SASH BOTTOM ML(LOW) #4007, 6063-T5 �r 05� 678 1.096 4455 11�-7�� T O GLAZING BEAD 7/16" 94222,6063-TS 31 SASH SIDE RAIL 94008, 6063-T5 N. VENICE, FL 34Z75 (941) 480-1600 CERT. OF AUT11.=296 i .050- 678 I' 1.115-yam - I 45 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) o..am.c 678 1.096 — --� j T 42 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) 60' :LL050 —Ii 1.097 46 GLAZING BEAD, 13/16" IG #4067,6063-T5 CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPAC HS Tao Half 7 d 11 � 4040-20 WELD ALONG BOSS (2) PRODUCT REVISED as ...plying with the Rodda Rnildiag Cade A —pa I4a / • OG3D a�NY �Y"NM N0.58705 o 0 lij /a.�Cf�N�µ FL P.E.# 58705 ANCHOR QUANTITIES FOR Ili FLANGED WINDOWS TABLE S. WINDOW HEIGHT 34.603 40.603 46.603 52.603 58.603 64.603 76.000 SUBSTRATE: 26.603[1]12 ANCHOR TYPE: o 04ONZ U U ZN0 O ZmONZ o U C) zmoNz p U U zmONz o U U ZtnONZ o U U rztnONzzco�NZ p U U o U U z WINDOW GLASS (V O VU V V N O U^ VNOV U N O VVCtVU N UU N VVWIDTH TYPE ?i �C,D,E,F,G,H,I,J,K,L 1 2 1 1 111 111 112 2j2 1;2 2T2 2j2 212 2,2 212 2.':2 2 2 212 212 2s2 2 2 2:23j3 19.125 1ABM 111 11 1;1 1i2 2;2 1i2 2�2 22 2�22l2 2i2 22 2•,2 2}2 2j2 2j2 212 2;2 22 23 2;2 33 C,D,E,F,G,..1._..,......r_-__H,I,J,K,L 1;2 1i1 1 2 1;2 1;2 2,2 12 22 2�2 2`2 212 2 2 212 2;2 2;3 2j2 2;2 2;3 212 2 3 3;3 22 1i.._r! 3j24.000 2 112 112 212 112 2,2 212 2!2 2 2 2;2 2 2 2�2 2!3 2'2 2 2 2!3 2f2 2!3 313 2(2 313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 Id. 1 1 1 1 2 1 1 2 1 1 2 1 1 1'2 112 2;2 213 112 212 2i3 1!2 2i3 2 3 2;2:3 2: *3 2 2 213 313 212 3,3 3;4 3 2 3i3 3'4 3,3 414 32.000 A,BM 1`2 1:2 2i2 213 1;2 2i2 2:3 1i2 2 3 2i3 2`2 2 3 2!3 2!2 213 3 3 2'2 3j3 34 312 313 3,4 33 4 4 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 212 1 2 2I2 2ir.3 1;2 2 3 2�3 2 2 2!3 2 3 212 P 3 213 2 3 2�3 3;4 213 3T3 3 4 3r3 3;4 315 3!3 4j4 37.000 1 2;2 1 1j2 1 2i2 1 213 1 112 1 213 2 213 1 212 1 2j3 2 2!3 1 2;2 2 2j3 2 2j3 1 2}3 2 2!3 211 3i4 2'3 2 313 2 314 1 313 2 314 2 3 5 1 3j3 2 414 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 _........ '1*': *2' _......,...._ 2}2 213 _..._... 2 2 2j3 2i3 212 _. 2 3 2(3 2�3 2T3 f 2(4 r........2 2'3 1 . 3 3 - 3r4 _ . 2 3 . 3i4 3 5 3`3 3`4 4 5 3 3 4 4 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 2 2 1:2 2AB12 2!3 22 2j3 213 2�2 2}3 2'.3 2 3 213 24 213 3!3 3r4 213 3}4 3;5 313 3;4 415 313 414 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 44.Oo0 H,I,J,K,L 2 2 212 2i2 2?3 212 213 2!3 2j2 313 2'4 2 3 3i3 3�4 2}3 313 3' 4 2�3 34 315 3;3 314 415 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 A g M 2 2 212 2;2 213 2;2 2j3 2;3 2i2 3!3 214 2`3 3 3 314 213 3j3 3�4 213 3j4 3}5 3j3 3j4 4'5 3.4 4 5 PSF 79 79 CID 2 2 2 2 2 2. 2 2 2 2 2 2 21. 2 2 2 2 2 3 2 2 3 2 2 48.000 ,E,F,G, H,I,J,W 2 2 212 2 2 2�3 2?2 213 3j4 213 3i3 3,4 2 3 3- 1.3:4 2!3 3 4 315 313 3;4 3'5 3}3 415 416 314 5 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 �2 2 2 22 2 2 2 2 2�3 2F- 213 3j4 2�3 3;3 3�4 213 314 314 2i3 3;4 3�5 3 f 3' 324 3j5 313 4!5 416 3}4 5!5 PSF 72 1 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,K,L 2 2 22 2 2 2 3 22 2i3 3i4 2;3 314 3=4 2'3 314 34 3i3 3`4 3!5 33 414 4i6 3'4 4,5 4'6 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 qBM 2 2 2 2 2 2 2 3 2:2 2;3 3i4 2;3 3,4 34 23 3i4 34 3;3 3(4 35 313 44 45 313 4':5 4i6 3j4 4,5 1070 TECHNOLOGY DRNE N. VENICE. FL34275 (941)4BO-1600 CHANGES THIS SHEET. CERT. OF AUTH. tYlB236 wrmK,nTomtr ^ � am wow rtes.aa ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 - 1/4" ELCO SS4 CRETE-FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" 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. PSF LDP LIMPED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD _ 2 JAMB ABOVE 2T3 MTG. RAIL MB JABELOW MTG. RAIL SEE TABLE 1 FOR FULL DP Ry.ANCHORAGE SPACING, V1 WINDOWS mw ALUM. SINGLE HUNG WINDOW, IMPAC SUM 1 NTS 1 8 d 11 4040-20 PEtODUCT REWSFA ....Flyit*6 vrith 166 phib mdidlns code M-ptm- IJo * : No. 58705 z2 a; A. LIV�s/OM�4r E. YNN Rk 1P�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 1 52.155 1 59.655 67.155 74.655 1 76.000 ANCHOR TYPE. oT00 cn0cn0 NONONO 0 U Z—Z1n0 O ONNO o U Z—ZrLO U ONONO^ONO"'O o U Zg4o U o U Z—Zr�O U ONONO o U Z—Zc�O U ONNO�Oc'F o � U Z U Zr>OZZ O U 0{0 U WINDOW GLASS WIDTH TYPE CI 3 cU O � O U � 0 0 � c1 U � 0 v a U � U U 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 HJAK,L 1�1 0 1;1 2i2 2,1 2!2 2 2 2!1 2;2 2:2 2 2 212 212 2;2 2j2.2,2 2 2 2;2 3 2 2 2 3;2 3 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ABMM ___- 111 ..__ 1!1 _ _ 1i1 ......_ 2i2 -' 2E1 -� - 2;2 ._... _. 22 _T_.. 2{1 �_.. 2!2 _... - 212 --- 2i2 -- ..._.�_.._r. 2j2 2 2 2 2 �_ 2!2 _. _ 212 .-r 2;2 ---r- 2i2 3i2 ._..r.. 2,2 ..... 3i2 32 _ 212 3,2 PSF 79 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 24.000 H,I,J,K,L 1 1 11 111 212 111 2;2 2 2 2j2 212 212 2�2 2 2 2,2 2;2 3j2 312 212 312 3,2 2 2 3j2 3;2 212 3;2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ABM TT 111 1;1 _1 212 1t1 212 212 2i2 212 212212 212 212 212 .-3Ii2 3j2 2;2 3"2 3T2 2 2 312 32 22 32 PSF 68 1 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 1 7 1!1 1 1 2i2 2;2 22 2;3 2T2 2j2 3:3 22 3 3 3'3 32 3 3 3;3 2'2 3i3 4j3 3 2 4i3 413 3`2 43 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1;1 1 1 212 2i2 2i2 2j3 2;2 2i2 313 2 2 3i3 3 3 3;2 313 3T3 2j2 3 3 413 13 413 312 413 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 2114 1 2 2 1 2 37.000 H,I,J,K,L 1 1 1i1 1 1 2 2 212 22 2{3 2;2 2l3 33 2!2 3;3 33 33 4r3 313 32 313 2 4!3 44 32 413 1 1 1 2 1 2 1 2 2 1 2. 2 1 2 2 1 21 2 2 1 2 1 1 1I- 1 1 2 2 2!2 J.1 2j2 2{3 2;2 - 3 3f3 212 313 3i3 3(3 4(3 3 3 3'2 3133 4!43r2 41PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2240.000 H,I,J,KL 1 1 1 7 1 1 2 2 2i2 2;2 2j3 2;2 3i3 3i3 212 3j3 4;3 3i3 4i3 313343.3 4;3 4;4 3j3 53 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 A,B,M 1111 11 2j22'22;22(32•:23E33':32(23!34E33:343333i343 34±344 335,3 PSF 49 79 56 79 79C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2__.. H,I,J,K,L 1 1 11 1 1 222i2223r32k23(33142!33(34143134.;34!43!34'3134;34;4 r._...44.000 3i3 5{4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 - 4 4 3i3 73 4 4 3�3 _2 4;3 _2 4;4 3;3 5:4 A.B,NI 1 1 1 1 1 1 212 _2 �- 212 2 2 3!3 2;2 3 3 314 2i3 _2 3;3 -r- 4!4 - 3 3 4!3 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 1.2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 2 2 3 3 212 33 3 4 3j3 3;3 4;4 3i3 4:4 4;4 313 4j4 4i4 4 3 5.4 4;4 4;3 5 4 2 2 2 2 2 2 2 2 2 2 2 2 3 '2 2 2 2 2 3 2 2 3 2 2 4 1 1 1 1 1 2 2 2 2 2 2 3 3 2+2 3`3 3 4 3�3 3!3 414 3 3 4'4 414 3'3 4 4 4 413 5..4 4,4 4!3 574 PSF 41 67 46 67 76 79 C•D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 2 3 3 2 3 3 2 53.125 H,I,J,K,L 1 1 1 1 7 1 2 2 2'2 2 2 3 3 3r3 3r3 4`4 3i3 4(4 _3 4!4 3r3 4'4 4'4 Ti 4'4 5-5 4:3 514 5!5 4'3 5.4 2 2 2 2 2 2 3 2 2 3. 2 3 3 A,B,M 1 1 1 1 1 1 2 2 2!2 2 2 3 3 3j3 33 4Y4 3i3 4 4 414 3;3 4;4 4;4 3i3 4;4 5'4 413 5;4 5i4 4'3 514 CHANGES THIS SHEET. U70 ItlA1NVLV(S� UttIVC N. VENICE, FL 34275 (941)480-1600 CERT. OF AUTK 4Z296 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO'ULTRACONS_OR#12 SCREWS INTO METAL 2-1W ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 U2" MAX. FROM TOP CORNERS JAMBS -17 12" 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. P JAMB ABOVEL MTG. RAIL JAMB BELOW MTG. RAIL JAMB ABOVE] MTG. RAIL JAMB BELOW, MTG. RAIL SEE TABLE 2 FOR FULL DP WCHORAGE SPACING, STANDARD VIEM ILUM. SINGLE HUNG WINDOW, IMPACT rvac sas s•,wr means sIi7A0 NTs 1 9 d 11 4040-20 f•RODUCI' REViSED = comolyim w@hlhn FkA59 LY/U,y,''',,i P��;.•'• LICENSE'•%� * : No. 58705� =�0 sTo �.41� i�C�s' •. �40RIDP. • ••G\� S70 A. &N�;1 kLEA1 P E. 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 1 28.211 33.754 39.296 44.839 1 60.382 65.925 ANCHOR TYPE: ❑ N 0 U N 0` U C.)❑ O U N O U O U C.)❑ O U Cf O U N 0 U U O U ❑ 04 O U `� O U U O U ❑ N O 3: U N O^ U U O U ❑ N O �: U N O O U z O U in CION N O R: U O' U U O U ❑ N O 3 U N O U V r 0 U WINDOW WIDTH GLASS 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 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, KL _; ......1.........�......_2 ...... 2_.. _..2.......Z ... _Z 2....._2....... 2...... _3.._ _. ....... 3 Z.... 3 .. _ 3...._ ..................... .2 .... .. 3 3 ........ 3 ._.._...___......... .._. 3 .... 3 ...... 3 4 32.000 D,E,F,J, KL 1 ._.1 ...1... 1 1 ..,. 1 .2......2_. 1 1 ..2....3.._ 2 1 .2...._3.....3.....3.....3.- 1 2 1 1 1 3 1 2 1 -3..._4_._3.. 1 1 1 ..4....4.._ 1 1 ..3....4. 1 1 5 1 3. 1 5. PSF 79 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 I 3 2 3 ....2 _...._......' 4 1 3 2 - 4 2. 2.. 4 1 _.._._.... 4 2 5 2 - ._...._... 5 1 4 2 5 PSF 79 79 79 79 40.000 D,E,F,J, K.L 2 .....�.. 2 ..1 Z 1 2 2 2 ".2.. 2 2 2 3.._..3.. 2 2 3 2 4..3...4. 2 2 2 4.. 21 ..3. 2 .4....4_...__3...._5....4.....4...__5.....5.....4. 2 2 2 2-F 2 2 2 2 2 ..S_. PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 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 1 1 i 2 2 2 3 3 3 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, K.L 2 1 2 1 2. 1 2 2 2 2 2 2 3 4 2 4 2 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 5 2 6 2 2 2 3 3 3 4 PSFJ 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2 3 2 .4.. 3 4 3 ...5._ 2 ....4._ 3 .__5.... 3 s-- 2 5.. 3 6 3 ..s......5_.....7._....5..._.5 2 3 3 2 ... 3 7... 1 1 1 2 2 2 3 3 3 4 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. 0 InONZ VQQ 5 ❑ O�ON U o ZMONZ�Z�'?ONZ U ❑ o ❑ U o ONg U ❑ 5 o O�ON U U Z U 0 m ON U Z".. 8 o Z�? ONg U ❑ ON 5 o Z� 8 U Z-ONZ ON U ❑ o 8 o Z�ONZ ONQ U ❑ $ o O' U U Zc'10NZ-Z 9 ❑ Ngg 5 U O U U O U WINDOW WIDTH 19.125 1 1 1 1 2 1 2 2 1 2 2 2 2 2 1 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 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 1 3 4 2 3 78 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 68 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 169 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 3 3 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 4 1 5 1 3 1 5 1 5 13 5 THIS SHEET. 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480.16DO CERT.OF AUTH. #29296 ALUM: SINGLE HUNG WI . r;oo NTS 1 10 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 - 114" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD - 18 V2" 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 SEE TABLE 3 FOR (13PLIMTED)F-112-1 FULL DP HEAD 1 2 JAMB ABOVE 2 MTG. RAIL Ff ULL DP) HEAD 2 .4 JAMB ABOVE MTG. RAIL PRODUCT* REVISED TABLE 8. KEY: � �mldrims with il. Florida MAX. PSF B"lding Code Acccpt w W '-1- (DP LIMITED) 112 Eip- o"' JAMB BELOW 2 By MTG. RAIL Mian Dade Pmr4�t `� P��:. •' 110ENSF :�t'�� p ;I (FULL DP) JAMB BELOW 2 MTG. RAIL _= * ;' No. 58705 -I SEE TABLE 3 FOR - FULL DP SATE O I' •(UiC/�� ' t�`s '.,.<oRIDI ..•= �' A. LYNN STOM VIEW )OW, IMPACT 4040-20 G FL P.E.# 58705 a EXTERIOR INTERIOR NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY 1-3/4" MIN. EDGE WOOD ANCHOR (ULTRACON ANCHOR) DETAILS (ALL HEAD AND SILL) (SEE NOTE 2 8 3) APPROVED 1/4" ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-1/2' MIN. EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR ULTRACONS INTO CONC., 2-112" E.D. FOR ( CRETEFLEX ANCHOR) -(SEE NOTE 1 & 3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. (SEE NOTE 3) 1" MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5), 3.35 KSI MIN. 1/4" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 x 2-1/2" COMMON NAILS (F1667 NL CM CONCRETE " ..e ; . S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE 1, STYLE 10-FIN MOUNTED t 1 3/4" MIN. ONLY (SEE DETAILS E, F AND G THIS SHEET) 1 3/8" 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE OPTIONAL 1x o MIN' TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK o0 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 ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MAXJ 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL E A MINIMUM STRENGTH OF SHIM AAX.j SI 6063-T5 AND A MINIMUM OF 1/8" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, 1-1/4" MIN. EDGE (CMU)- 1-314" MIN. EDGE (CONC.)- 1/4" MAX. SHIM �- 110) DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .D45 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 1-3/4- MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL r2-1/2" MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED 1 3/8" MIN. 1/4' MAX. SHIM { rMb CONCRETE ANCHOR, I O FH BELOW MEETING RAIL (SEE NOTE 2) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU �fn L1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" - - { �-5/8" MIN. EDGE 2-1/2' EMBEDMENT SHIM FRAME I I z 1n 131"DIA. MIN. x 2 112" NAIL, AT CORNERS AND 5" O.C. 11111WHII 1l4" MAX. SHIM DETAIL F, (HEAD) r.RFVISEUT06f4TCHNEW2017FBCANCHORAGE. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE =nrc FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR 1/4" FRAME MAX. _[SHIM 131" DIA. MIN. x 2 l/2" NAIL, AT CORNERS AND 5' O.C. IIN. EDGE IllsI .131' DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5' O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1070 TECHNOLOGY DRIVE (941) 4B0-0fi00 CERT. OF AU1H. N29296 co"mianso�m� EDGE FRAME i +---{-2-1/2" EMBEDMENT DETAIL G, (SILL) ANCHORAGE DETAILS Eft ALUM. SINGLE HUNG WINDOW, IMPAC otism+,e F__ avx os"mv SH700 NTS 11 11 4040-20 PRODUCT RFVISED , s complying with the Florida 0cilding Code lJ 1f 11tlllll� LYIvIV ��:.•'• LICENSE • .�(( �� * ; No.o.�58705 %0, �SAE'O S701VAL LNG``• A. LYNPIIv�ILL R, P.E. FL P.E.# 58705