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Home My WebLink AboutNOA Single Hung WindowM IAM 1•DADE MMI-DADS COUNTY a 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) mvw.miamidade.goyleconomy 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 -1 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 fled 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# 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 M1AMIDUNTY,f�f �p Expiration Date: March26,2021 Approyte: ast 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 07-032Z 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 05115116, 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, Duraseale 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 E. �. Product Control E ' er NOA No.16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 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 08111/05, 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 08110105, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 051018.01) Manuel P ez, .E. Product Control x iner 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-5rh 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 "Saflex 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-51b 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. (Submitted under NOA No. 07-0322.06) J 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. 7k"WX&1 Manuel Pe ez, $E. Product Control E am' 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 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090" KURARAY BUTACITE"PVB (BY KURARAY AMERICA, INC,) OR .090" SAFLEX"PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5116" LAMI CONSISTING OF (1) LITE OF 118" 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. 5/18" 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 3116" ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116"HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE "PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED 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) 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 118" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE" PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 1. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACIT PE�VB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J.13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 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) K. 13/16" LAMI IG: (1) LITE OF 118" 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 .09D" KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L.13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A .090° KURARAY BUTACIT PE 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. STANDARDS USED: :2014 FLORIDA BUILDING CODE (FBC), M EDITION ASTM E1300-09 .ANSUAFBPA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM.2010 -AISIS100-07/S2-2010 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, FTL4649, FTL4650, FTL-4651, FTL-4723, FTL4957, FTL-4958 AND FTL-5063. ANSI/AFBPA NOS 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. '0 TECHNOLOGY ORNE """'-' '" '� ' -" • -" N. VENICE, F134Z/5 raft P.O. BOX 152D ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 34274 Vrlbfy Better ' - a " $tr7do NTS 1 �+ 11 4040-20 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 PRODUCT REVISED as «mIllyins with On FIt'4idR Building Code 16,o t ;2�2J AcceFWnco No i;x7,irnt nDate BY j)r A•tiwni ede Pmducl Cootr ,r 6 yl/6 r,... A. LYI�INr(SIILLER, P.E. FL P.E.# 58705 1/2" NOM. GLASS BITE Part# Description Material 71 Kommerling 4SG TPS Spacer System See this Sheet for Materials 72 Quenex Super SpacernXrwith Hot Melt Butyl 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090PVB INTERLAYER 090PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" NOM. 7/16" LAMINATED 5/16" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85 NOTE: EXTERIOR INTERIOR LAMI IG OUTBOARD 71.74 71-74 a L}% UPGRADED MAY T _ 1 (ALL SECTIONS) UPGRADED TO 3/16" WITH NO CHANGE IN .PVB.= DESIGN PRESSURE. KURARAY BUTACITE 1/2" NOM. 1/2" NOM. PVB INTERLAYER GLASS BITE 46 GLASS BITE ® or SAFLEX PVB INTERLAYER BY An EASTMAN CHEMICAL COMPANY 70 38 70 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7/16" LAMINATED AIR SPACE AIRSPACE 118" ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS 13116" 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" LAW 89,90 or 91 PRODUCTREVISED ALUMINUM w complying with the Plaid° SILICONE HOT -MELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA Bwld,og Codo Acceptance Not O 'U O� STRUCTURAL 5/16' NOM BUTYLENEVINT' imt hate Y t �,,,L STRUCTURAL 1/4"NOM. SILICONE FOAM 3/18" NOM, 6116'NOM. SEAL BUTYLB ICONE SEAL Dy POLYISOBUNLEN WITH DESICCANT ROLL -FORMED Miami ado Prnd°ct Lb WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS IN7. GLAS9 GLASS T1 KODISPACE G 72 SUPER 73 DURASEALO 7e XL EDGE'"" OSPACER ''�' "705 4SG TPS SPACER®NXT7A' SPACER JR DB/d.J16 F ADDED SPACERS. 10707ECHNOLOGY DRIVE N. P.O.9X 1629 rs P.O. BOX 16P0 NOKOMIS, FL 39274 Jc;_ DETAILS ' '•. "<JP.!Ol',. •'.:'':,�` i, i.ti'�..........-• 'i. ':l:, �.. A. L' ';' L ! `\ A. LYNN �II.LER, P.E. FL P.E.# 58705 aMYoc _GLAZING ALUM. SINGLE HUNG WINDOW, IMPACT �Wwyi, a„k. Bonn SH700 FUII 2 d 11 4040-20 xr F a� Yts161y Better ors ondmd oea F.K. 911106 J.J. 223M7 1H FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 1 74" TABLE 1. 76" 48" A,B,M +80.0 -80.0 1 +80,0 .80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 60" A.B,M +BO.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 62" 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 53118" A,B,M +80.0 -8D.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 UP TO53118' 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 +80.0 80.0 +80.0 80.0 +80.0 80.0 STANDARD VIEW & RADIUS TOP FLANGE OR BASED ON FLANGED WINDOW TIP -TO -TIP FR WIDTH GLASS TYPE 38 3/8" 48" A,B,M +80.0 -80.0 +8i 50" A,S,M +80.0 -80.0 +8i 62" A,B,M +80.0 -80.0 +8i 531/8" A,B,M +B0.0 -80.0 +8i UP TO631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +8 CUSTOM VIEW & RADIUS TOP FLANGE OR IN BASED ON FLANGED WINDOW TIP -TO -TIP FR WINDOW HEIGHT Mll WIDTH I GLASS TYPE 1 17 1/8" 1 2211116 63 118" 1 D,E,F,J,K.O& +80.0 -80.0_1 +80.0 -8 WINDOWS W/ HIGH SILL OPTION TABI )NS WINDOW HEIGHT 6/8'. 63" 72" 74" 76" "O" MEETING RAIL HT. � _"x �H "o. HT. MEETING RAIL SIF�SH 3RAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. � E DIMENSIONS w HT. SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) .O. MINUS 28 3116" 33 314" 39 6/16" 4413116" 60 3/8" 6516116" - SASH +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT. MEETING RAIL TEST REPORTS TABLE 4. SASH FTL-4647 4648 4723 4957 GLASS TYPES: A.5/16" LAMI-(1/8"A„090,1/8"A) B. 5116" LAMI - (1/81A,.o90,1/8"HS) FTLA647, 4648 C. 5/16" LAMI -(1/8"HS,.090,1/8"HS) FTL-0647, 4648 D. 7/16" LAMI -(3/16"A,.090, 3/1WA) FTLA645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3N6"HS) FTL-4645 F.7/lW LAMI-(3/16'HS,.090, 3/16"HS) FTL-4645 G. 13/16" LAMI IG -1/8" T, AIR SPACE, 5/16" LAMI - (118"A,.090,1/8"A) FTL-4646, 4723 H. 13/16" LAMI IG -1/8" T, AIR SPACE, 5116" LAM[ - (1l6'A,.090,1/8"HS) FTL-4646 I. 13/16'LAMI IG -1/8" T, AIRSPACE, 5/16" LAM] - (1/8'HS,.090,1/8"HS) FTLA646 J. 13116" LAMI IG- 118"T, AIRSPACE, 7/16" LAMI - (3/16'A,.090, 3/16"A) FTL-4649, 4650 K. 13/16" LAMI IG -118" T, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3116"HS) FTL-4649, 4650, 49,98 L 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16" LAM[ - (3116'HS,.090, 3/16"HS FTL-4649, 4650 M. 13/16" LAMI IG-1/8"A, AIR SPACE, 5116" LAMI - (1/8"A,.090, 1/8"A) FTL-5063 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 st: 04m: 6er.�iwu: trs4a+a' � r6m.w.e 107D TECHNOLOGY DRIVE DESIGN PRESSURES N. VENICE, FL 34275 T6x im;roF�„a �- ALUM. SINGLE HUNG WINDOW, IMPACT P.O. BOX 1628 mrtoab� tmet,r a..+nxa n BY. 00. E-. NOKOMIS, R34274 Virlbly Batter F.IC 911105 J.J. 2123107 SN700 NT$ 3 d 11 4040-20 PRODUCP REVISED a comply^urg lvftti tfw plort& �ln. 5?t70(i A. LYNN MILLIER, P.E. FL P.E.# 58705 SEE DLO TABLE SEE DLO TABLE (M 49 518" MAX. FIXED DLO (ALL) l O J— X j 481/4" MAX. VENT DLO (ALL) DETAIL A 1/1 I SEE DLO TABLE O ISEE DLO+ ABLE III x / 52 1/8" MAX. I.F. WIDTH D---j I t76'MAX. Ff — - I.F. p rJ HEI HT SEE TABLE O j 76° MAX. FLANGED 38 /16" HEI HT SEE DLO SASH X j HEIGHT TABLE 75* MAX. I.F. HEI HT SEE TAI 76" MAX. FLANGED HEIGHT 20° SASH SEE DLO HEIGHT B— DETAIL D VIEW (CUSTOM SASH) . IA A I.F. HEI HT SEE DLO TABLE 76" MAX. FLANGED L HEI 3HT T SEE SEE DLO NO E 4 TABLE L DETAIL B VIEW (STANDARD SASH) O j x j E I 75° AX. I.F. E —J HEI HT 76" MAX. FLANGED HEIGHT 20" SASH HEIGHT DETAIL E 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. 0 TECHNOLOGY DRNE N.VENICE,FL34275 me P.O. BOX 1520 — ALUM. SINGLE HUNG WI NOKOMIS. FL34274 Wslb& Better ..n+,e a °— sumo N 4TS 4 - 11 C� O C X j DETAIL C fOP(STANDARD 4040-20 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEIGHT —IS E NO E 4 PRODUCT RHVISED m complying with Un ONVA Building Co�:c mz.�Ptn�Yr,a;W,t6-o 1 .o£, tSy C'Jfiami ade Pmrtuct ,111IulIr/r,,. .......... r'; %pr,!/\\. A. LA WLER, P.E. FL P.E.# 58705 H'--2.784"—1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 —_ _— ¢AI ..... 2.719' I I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING r+ MAX. WIDTH ) C SECTION A -A v INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 50 2.946 HIGH SILL 2. 0 LOW j I L HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE 1 I v 68 LF. FRAME J��Jjq710 1'liODUCT REVISIED 28 complying with the Blwide 53w I 0mi14ingCnde 1�•Q 4.lC,�o„ Accoptnnw No ( I �pirnl' Dete , 6 ny 53 ATimRi da Pmdttct 2.33 z.946" (HIGH SILL) 63 52 (LOW SILL) 54 64 SEE NOTE ABOVE 67 3 30 ULTRALIFT 12 69 ULTRALIFT ONLY 12 ONLY SECTION C-C !z` - SECTION B-B ALTERNATE HIGH SILL RADIUS TOP (HEAD DETAIL -FLANGED VERSION 1 ' ' (LOW SILL SHOWN) RovtO BY. Oalu RM1M6 to7oTECHNOLOGY oarvE SECTIONS •.'� ��;,/ ..... R orx Revwom: N. VENICE, FL 34275 P 7- �— ram �'i':�; ALUM. SINGLE HUNG WINDOW IMPACT • m R""""" BOX 1628 P.D..D. Bq nm.uoac �'` °`" °""°'b' Jb1 A. LYNN MILLER, P.E. ammer. oca: cr�faa a'c NC FL34274 Vuib[y Better 111. Helf 5 e 11 4040-20 F 58705 F.k 9H/OS J.J. =3N7 ITF]N I DWG# DESCRIPTION PGT# 1 4002A' FLANGE FRAME HEAD 612225 2 1 1155 1#8 X 1.000 QUAD PN. SMS 781 POA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4026 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1.125 LONG 812244 9 4029 SPIRAL BALANCE, 3/8", 50'. OR 11116" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 #8 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1OB6 SASH TOP GUIDE 42504 15 #B X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 17 4053 SASH STOP COVER 04053 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 (LOWSILL) 612230 30 1226 WSTP., BULB VINYL BTP249 31 4003 SASH SIDE RAIL 612231 34 126B SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK3/32"X25164"X1" 71622K 36 1 1052 JIM IG SETTING BLOCK 1"X 31W' X 1/16" 71052K 37 1 1224 IVINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1 1225 IVINYL GLAZ. BEAD BULB (THIN) STP248K 41 1 4039B IGLAZING BEAD, 5/16 LAM GLASS. 64039B 42 1 40448 IGLAZING BEAD, 5116 LAW W/GRILL KIT 644703 44 1 4222A I GLAZING BEAD, 7/16" LAMI 64222 45 1 985C IGLAZING BEAD, 7116" LAM W/GRILL KIT 6985 46 4067 GLAZING BEAD,13116" LAMI I.G. 64087 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 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEYW/RINGS 71830 57 1631 SCREEN CORNERKEYW/OUTRINGS 71631 58 1073 ISCREEN SPRING 7CASP 59 1824 SCREEN SPLINE-.135 DIA, FOAM 61624K ITEM I DWG# I DESCRIPTION PGT# 60 1 1635 ISCREEN SPLINE-.135 DIA HARD 61635K 61 SCREEN CLOTH 61818 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE,1116 X 112 - 7116 LAM[ 62BVI510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS, 6/16' LAMI, (118"A.090 PVB,118"A) 81 B. GLASS, 5116" LAW, (1/8"A.090 PVB,1/8"HS) .82 C. GLASS, 5/16" LAMI, (1/8-HS,A90 PVB,118"HS 83 D. GLASS, 7116!'LAMI. (1/8"A.090 PVB,1/8"A) 84 E. GLASS, 7116" LAMI, (1/8"A.090 PVB,1/8"14S) 85 F. GLASS, 7116'LAMI, (1/8"HS,.090 PVB,1/8"HS) 86 G. GLASS,13/16" LAMI IG;118'T, AIR SPACE, 5/1W LAMA, (1/8"A.090 PVB,l/8"A) 87 H. GLASS,13/16" LAM IG;1/8"T, AIR SPACE, 5/16" LAMM, (1/8'A.090 PVB,1/B"HS) 86 11. GLASS,13/16" LAM] IG;1/8"T, AIR SPACE, 5/16" LA.MI, 1B'1-18490 PVB,1/8"HS) 89 J. GLASS,13/16- LAMI IG;1/8"T, AIRSPACE, 7116"LAMI, 3/16"A.090 PVB,3/16"A) 90 IK GLASS,13/16" LAM] IG; 1/8"T, AIRSPACE, 7/16" LAMI, (3/16"A.090 PV3,3/16'HS) 91 1L. GLASS, 13/16' LAM] IG;1/8'T, AIR SPACE, 7116" LAM, 3/16"HS,.090 PVB,3/16"HS 92 M. GLASS,13/16" LAMI IG;1/8"AAIR SPACE, 5118" LAND, (1/B"A.090 PV13,i/8" 2.784 1130 .062 47 FRAME, I.F. HEAD #4071A,6063-T6 49 FRAME, I.F. HIGH SILL #4073A, 6063•T6 48 FRAME, I.F. LOW SILL #4072A,6063-T6 2.374 2.110 .062 NOM 4 THICKNESS 50 FRAME, I.F. JAMB #4074B,6063-T6 (USED AS RADIUS TOP HEAD) '0 TECHNOLOGY DRNE I , ' ' .. "' -' �.- " N. VENICE, FL34275 1 _ P.O. SqX 1528 ALUM. SINGLE HUNG WINDOW, 1MPAC NOKOMIS, FL34274 Visibly Better H8 � NTS 6 1 11 "4040-20 PRODUCT• REVISED = complying with ON Flod& Bwldafg Code Amep(aace Nol 'O 14'0(0 _) . pimi Dale ny Miami ade Pmdaet-1-11 j. ref rr:, A. LYNt3(OLLER, P.E. FL P.E.# 58705 I+— 1.362.784-- l T � 3 .062 O FLANGE FRAME HEAD #4002A,6063-T6 1.749 121.710 .062 O FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) .062— �J 2.830 2,330 = O FLANGE FRAME SILL (LOW) #4003C,6063-T6 -1 062 -1.451+ T OSASH STOP #4025,6063-T5 -�{ 1.342 ff r-2.279—►1 Tr F .062 2.155 J07 .062 21 FIXED MEETING RAIL Zg SASH TOP RAIL #4054A,6063HD-TEAS 114006C,6083HS-T6 —2.784—�{ 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 —2.328----1 2.638 .062— Ll D68 SASH BOTTOM RAIL (HIGH) #4051A,6063-TS 1.513-►j 738 .040 t� f 17 SASH STOP COVER #4053,6063-T6 {�--- 2.326 --►I 1.979 .062 I.F. FRAME 1 or 47 I 2 6 or 50 6 or 50 SEALANT ALONG ENTIRE JOINT O —I.F. FRAME ' SEALANT OR ILL I AT HEAD ANDND SILL V I VIEW D-D VIEW E-E (1l1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 060 1.165 111411SS TT Illl�r�� .878 -T .0621.349 GLAZING BEAD, 5/16" a #4039B,6063-TS 28 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 j ter? 05� II 1 I� 678 1.096 44ih l-I---�I T O GLAZING BEAD 7/16" #4222,6063-T5 31 SASH SIDE RAIL #4008, 6063-T5 i .050 678 1.115-y1-f 45 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W1 GRILL KIT) WELD ALONG BOSS (2) I 678 1.0954 —1 BEAD, 5/16" PRODUCT REVISED es camrftingwilh the Flmi'la OGLAZING 42 #4044B,6063-T5 (USED WI GRILL KIT) AreoptnSoceNo (, b%14+0(7 �;m Date ,t?D'LI 6y .66.050 T—jam --. 1 1.097 46 GLAZING BEAD, 1311 #4067, 6063-T5 '0 TECHNOLOGY DRIVE EXTRUSIONS & FRAME CORNER DETAIL N. VENICE, FL 34Z75 P.O. BOX 1529 ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better s Half 7 all 4040 20 Miami ade Pm�nct Con M ,,;Itnrrrlr7 00. •: ,1� A. LYNNrOLLER, P.E. FL P.E.# 58705 I ANCHOR QUANTITIES FOR 1I1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 603 34.603 40.603 46.603 52.603 56.603 64.603 76.000 WINDOW GLASS KIF2 to `�U�UNpOw0�0CIT U`-UNOp`�� -U�p`V0 0of N0 0 WIDTH TYPE U`-0CiOO"t0�OniO 3 C,D,E,F,G__.____..._H,I,J,K,L 1111 211112221'222222222222222222222222222232233 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 A g'M Z 1 2 112 2 2 1 2 212 212 2 2 2 2 2 2 2�2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 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 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 2 Ill 1 2 1 2 1 2 1 2 212 1 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2�2 2 3 2 2 2 3 3 3 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 1 2 1 1 1 4 1 2 1�2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 212 22 2 3 212 2 2 2 3 212 2 3 33 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 21 222231222231 2232322232322 223332 3334323133433.44 32.0D0 ABM 9�2 .1..� 2 2 2 3 112 2 2 2 3 1j2 2 3 2 32J2 2 3 2 3 2�2 2 3 3 3 2 2 313 314 32 3 3 3 4 3�3 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 2 2 1 2 2 2 2 3 1 2 2 3 2 3 212 2 3 2 3 2 2 213.2 3,2 3 213 3 4 2 3 313 3 4 313 3 41315 3 3 414 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 AB,M r1 2`2 1 2 2 2 2 3 1 2 2T3 2 3 2�2 2 3 2 3 2�2 2 3 2 3 2I3 2 3 3 4 2 3 3 3 3 4 3�3 3�4 3�5 3 3 4 4 PSF 79 11 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 2 2i2 2 3 2 2 213 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2�3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 AB,M 2 2 2 2 1t2 2 212 2 2j3 2 2�2 2. 2 3 2 213 2 2�2 2 2 3 2 2�3 2 2�3 2 2 3 2 214 2 2 3 2 3 3 2 3 4 2 2r3 2 3�4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4�4 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 44.000 H,I,J,K,L 222222232223232�233242[- 3342 3 333423 3435 33 344153445 qB,M 2 2 2 2 212 .2 212 2 2�3 2 2 2 2 2�3 2 2 3 2 2 2 I2- 3r3 2 2 4 2 2 3 2 313 2 W4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3�4 2 4 5 2 314 2 4`5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48,000 H,I,J,K,L 2 2 272 2 2 1 2 3 2 2 2 3 3 4 2 3 3 3 3,4 2 3 3 4 3r4 2?3 3 4 3 5 3 3 3 4 3 5 3 3 45 416 3 4 5 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 2 2 2I2 2 2 2 3 ZIZ ZI3 3�4 2�3 3�3 3;4 2 3 3 4 3 4 2R3 3�4 3!5 3,3 3I,4 3I5 313- 415 416 314 6 6 PSF 72 791 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 ....3 2 .3'1 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 2 2 212 2 2 2 3 2�2 2j3 3 4 213 3 4 314 2 3 3 4 3�4 3�4 315 3 3 4 4 416 314 4 5 4 6 3 4 5 6 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 212 2 2 2 3 2 2 2�3 3 4 2i3 3f4 314 2 3 3 4 3j4 3 3 3j4 315 3�3 414 4 5 3�3 4 5 4(6 3r4 4 5 2 2 rO TECHNOLOGY ORNE I�� •,,..,.,v..r.v.... ... �,......,, N. HENICE, F134275 "__r=-�''___�`_V77T T0` P.O. BOX 1529 ALUM. SINGLE HUNG WI NOKOW,FL34274 Visibly Beteer a SH70co wNt.TS seas sy�Be d 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-18112" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS V MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED Z. 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 PRODUCTREVISED HEAD 2 ns complying with the Flmlda 13oi1di8 Code JAMB ABOVE 2 3 necapa nco No i • d Ohs LT iat' Date r 21 MTG. RAIL JAMB BELOW By adep'adwcoatrnl MTG. RAIL (FULL HEAD _2 _ , c•;aY i.Yit'?� . "'' ;. JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 1/1 WINDOWS 4040-20 �.j„ ::7 r. • �J: A' AN m1LL6., P.E. ` FL P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE'----29.655 1 37.155 44.655 52.155 59.655 1 67.155 74.655 76.000 ANCHOR TYPE. ❑ c�O nj c� Z NOrO'P U zr>O o U Z NOON U U Zc?O U ❑ 0 Z NO' U Zc�O ONONO�ON U ❑ yy U Z U U ZrMO c> ❑ U Zr NO U c� ZrLO ONO`�O U ❑ � Z U zmo ON U ❑ a CN Z U U zoo U ❑ c� cm Z U U Z O O WINDOW WIDTH GLASS TYPE C,D,E,F,G, H,I,J,K,L 1 1 9 1 1r1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 211 1 212 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2}2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 19.125 A,B,M 1 1 1 1 1 T 1 1 1 1 1 2 2 1 2 1 1 2j2 7 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 12 3I 2 1 1 1 1 1 PSF 79 24.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2 2 1 2{ 2 1 2 2 1 212 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 (2 1 3 2 1 3 2 1 2 2 1 3 2 A,B,M 1 1 1 _i_ 1�1 1 1 1 1 25 1 1 1 2�2 2 2 2(2 2}2 2 2 2 2 2 2 2 2 2 2 3 2 1 3I2 1 2 2 1 3�2 1 3 2 1 2 2 1 3 2 1 3 2 1 2�2 1 3 2 PSF 68 77 32.000 H,I,J,K,L C,D,E,F,G,r59 1 1 1 1 11 1 22222223222233223 1 1 1 1 1 2 1 1 333323331322 2 1 1 1 1 1 33433243433243 1 1 1 1 1 1 A,B,M 1 1 1 1 1 1 1 22 1 2 1 2 2 1 2}3 1 2 2 1 2 2 2 3 3 1 2 2 1 3I3 2 3 3 1 3 2 1 3 3-3 1 3 1 212 1 l. 3 1 1 1 1 43 1 1 PSF 67 79 37.000 C,D,E,F,G, H,I,J,K,L 11 1 1 111 1 2 2222222322233322 1 1 2 1 2 2 1 2 33 2- 33 „1 33433332 2 2 1 2 3343324 2 1 2 3443243 2 1 2 A,B,M 1 1 1 1 1 1 1 1 1 2 2 2 _1 2 2 1 2 2 2 2j3 1 2 2 2 2I3 2 3 3 _1 2 2 2 3}3 2 3 3 1 3 3 2 4 3 2 3 3 1 3j2 2 3 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3j2 2 4}3 PSF 54 79 62 79 40.000 C,D,E,F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 2F2 2 2 2 2 2�3 2 2{2 2 3 3 2 313 2 212 2_ 3I3 2 4T3 2 3 3 2 4131313 2 2 313 2 4 3 2 4 4 2 3 3 2 4(3 2 4�4 2 3 3 2 5�3 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 2I2 2 2}2 _2 2}3 2 2}2 2 3j3 2 3;3 2 2 2 2 3r3 2 4 3 _2_ 3 3 2 4 3 2 3r3 2 3 3 2 4I3 2 4C4 2 3 3 2 4 8 2 414 2 3�3 2 5}3 PSF 49 79 56 79 79 44.000 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 3 2 2 (2 2 3 3 2 3{ 4 2 2 3 3 3 2 -.... 4 4 2 334�344334344334 2 ..._.3 2 .._._._ 2 .__..._............... 2 2 2 ... 2 ...... 34143354 2 2 .... 2 A,B,M 2 111111 2 2 2 22222233j.22 2 2 2 2 2 3I33}42I3 2 2 2 3344334}3443I94}3443}34 2 2 2 2 2 2 2 2 2 34431354 2 2 2 PSF 45 74 51 74 79 79 48.000 C,D,E,F,G, H,I,J,K,L 2 11 2 11 2 11 2 222222332233 2 2 2 2 _2.._ 2 3}433334(4334}44433 2 2 3 2 2 2 2 2 4r4444354444I3514 3 2 2 3 2 2 ABM 2 1111 2 2 11222�22233223j33I43j33 2 2 2 2 2 2 .2 2 2 34(4 312 313 2 4141414 2 2 3j3 2 4}4444�3544}4435�4 312 2 3 2 2 PSF 41 67 46 67 76 79 53.125 C,D,E,F,G, H,IAK,L 2 1 1 2 1 1 2 1 1 2 2 2 2 E 2 2 2 2 3 3 3 2 3 3 2 3 3 3 414 2 3 3 3 414 3 4 4 2 3 3 3 4 4 3 '4 4 2 3} 3 3 4 4 3 5 5 2 4 3 3 5 4 3 5 5 2 4 3 3 5 4 2 2 2 2 2 2 3 2 3I3 2 3 3 3 4j4 2 $ 3 3 4 4 3 4 4 2 3 3 3 414 3 4 4 2 3 3 2 414 3 5%4 2 4 3 3 5 415 3 4 2 413 3 5 4 1 1 1 1 1 1 2 2 272 2 2 3 3 =O TECHNOLOGY DRIVE ANCHORAGE SPACING, N. VENICE. FL 34275 P.O.BOx 152e �— ALUM. SINGLE HUNG WI NOKOMIS. FL 34274 Visibly Better d� ae,t .7. NTS 1 9 - 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-18112" MAX. FROM TOP CORNERS JAMBS-17112" 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 V 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: OF LIMITED) 117 VRODUCI'REVISED HEAD 3 as complying with dw Fit" Acceptrd. enm Na I D 14';-2D21 JAMB ABOVE 3 3 E 'ral Date MPG. RAIL JAMB BELOW MBy Miami We Product MTG. RAIL HEAD JAMB ABOVE MTG. RAIL JAMB BELOW = MPG. RAIL ({ DARD VIEW "�r ;cml• ,t= N, IMPACT uM. a.. A. LYNN MILLER, P.E. 4040 20 F FL P.E.# 58705 1 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8� 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 33.754 39.298 44.839 50.382 55.925 ANCHORTYPE: ❑ ��$- U z�Z�O N U U V ❑ of CI ze 0 o Ze?O is UN�NU ❑ o zrz�0 U OUR ❑ o Z�Zn?O 0 O 0clNCI ❑ o Z, cl z�?O aN3F ❑ 0NO U Z�zMO U U�?jN0 ❑ U z�ZmO c1 Ufl1�N0 ❑ U z�Z U O WINDOW WIDTH GLASS"0 TYPE 19.125 D,E,FA K,L 1 1 "�' 1 1 .,.2. 1 2 1.,.._.�......�._--�...._.�.....�_. 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 _........__ 3 1 ............ 2 1 3 1 ......._ 3 ±2_3 1 .. __......_.__. 3 1 3 1 ..._.................. 3 1 332.000 1 1 D,E,F,J, L 1 1 1 1 1 2 1 2 2 3 1K Z33 3 3 2 3 4 4 3 4 5 3 5 3 PSF 79 37.000 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 3 1 2 2 3 2 3 1 -.......___...._._.. 3 2 4 2 3 1 -...__. 1 3 2 _. 1 3 2 - ...._._...,. 4 1 1 3 2 _.. 1 4 2 - 4 1 ._._.......__....._.._.__...._....._._.... 4 2 5 2 5 1 4 2 5 2 2 PSF 79 791-1, 79 79 40.000 D,E,F.. K,L 2 � 2 2 1 2 2 2 2 2„ 3 , 2 3 2 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 51 2 4 2 8 3 PSF 79 76 79 77 79 79 79 44.000 D,E,F.J, K,L 2 2 2 ? -� 2.. 3 2 3 .._2._-...?.. 4 4 2. 4 2......._? 4 ....2.... 3 5 ........_2_. 4 S 2 5 2 5 2 4 2 5 2 5 2 4 2 1 6 1 _2 1... 1 2 ._2. 2 2 3 PSF 78 79 1 70 79 79 71 79 73 76 48.000 D,E,F,J, K,L 2 2 2 2 2 2 2 2 3 2 3 3 ...4.... 2 4 2 4 2 5 2 4 2 5 3 5 ....4 2 2' 6 3 5 2 4 2 6 3 6 2 5 2 6 J1 1 2 2 2 3 PSF 71 79 63 71 79 64 74 65 77 69 69 53.125 D,E,F,J, K,L 2 2 2 2 2 2 3 2 3 2 1113 3 .__ 4 2 _...._._ 4 3 -_ 3 ......... 5 2 ......... 4 3 .... 5 3 ....._._ 6 2 ._ ., 5 3 3 6 2 _... 5 3 .... 7 3 6 2 5 3 -3 7 1 - _ 1 _ 1 2 2 2 3 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 16.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. o t� O N Q 5 o N Z O' a O Z O o o th O c l zi 0 N Z O o 0 Z O c� 0 M Q ci e 5 o N Z O v a Z 8 o M O N 0 N Z c`3 0001,01 r Z 8 O N °x, Z 8 0 c.. Z 8 0 t7 O t•P Q$ o N Z 8 cy ,_ Z- O U o O tI °� 0 N Z' O' U o Z O cl Cl �'? O N � o N Z� O a 00 U WINDOW , WIDTH 19.125 1 1 1 1 1 2 1 1 1 2 2 1 2 2 1 2 2 2 2 1 2 -2 2 2 2 2 1 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 3 4 213 79 -4-F 37.000 2 1 2 2 2 2 3 2 3 --3T 2 1 3 3 1 3 1 3 3 3 3 3 T 3 4 3 4 74 -4-F-3:-F377 40.000 2 2 2 2 2 2 3 2 1 3 3 1 2 1 3 3 3 3 4 1 3 1 4 4 1 3 1 4 68 78 44,000 21 2 1 2 2 2 2 1 3 2 3 3 3 3 4 T 3 3 4 3 4 5 3 d 5 3 4 63 72 79 48.000 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 453.125 R22� 58 66 72 2 2 2 2 3 3 3 4 3 4 4 3 4 5 1 3 1 4 1 5 1 3 1 5 1 5 3 5 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 IW 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 12 618" 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. TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FULL DP HEAD 2 _...4 JAMB ABOVE PaonucrasvlsED MTG. RAIL 0sam pIyiagwithlha FImidn Dailft Cade Acceplauac No) I'll Eapirnt' note9D21 TABLE 8. KEY: M ami ade Prodmi co� v MAX. PSF (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL _ FULL DP JAMB BELOWB2 MTG. RAIL 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, CUSTOM VIEW N. VENICE. FL 34275 P.O. BOX 1529 �- ALUM. SINGLE HUNG WINDOW, IMPAC' enenm tmc NOKOMIS, FL34274 Vnibly 8w" 3 NTS 10 s 11 p W4040 20 A. LYNP.E. FL P.E.# 58705 EXTERIOR INTERIOR DETAIL 1-3W' MIN. EDGE (ALL HEAD AND SILL ) CONCRETE ANCHOR (SEE NOTE 1 & 3) 2x WOOD BUCK (SEE NOTE 4) 3.35 KSI MIN. CONCRETE :',. 1 318" MIN„ 191 TAPCON _ •i-214" MIN..1/4" CRETE-FLEX OPTIONAL 1x WOOD BUCK Q (SEE NOTE 4) 114" MAX. SHIM NOTES: ' WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY (SEE NOTE 2 & 3) APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 412 STEEL SCREWS (G5) OR DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE MIN. 1/4" MAX. SHIM•-�I I��j��-lJ : ' •• MIN. EDGE 1/4" SS4 CRETE-FLEX. 1 3/8' MIN. 1/4" MAX. SHIM 1 IN. I 318" M 1/4" MAX. SHIM�I EDGE I U CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) !! ! 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS- IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL 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 ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS 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 MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. T. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT :DGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) 1V 3.35 KSI MIN. CONCRETE INTERIOR t,�•; OR 1.5 KSI MIN. CMU (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK n_ OR CMU SUBSTRATE (SEE NOTE 4) (SEE NOTE 4) IJ DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" 5/8"MIN. EDGE 2-1/2" EMBEDMENT Mom'I-rSHIM WOOD FRAME I -WOOD FRAME r 131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 2-1/2" 131"DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 5" O.C. _f L-.131" DIA. MIN. 114" x 2 1/2" NAIL, MAX. AT CORNERS SHIM AND 5" O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE OTECHNOLOGYD N. VENICE, FL34275 P.O. BOX 162E NOKOWS, FL 34274 Vb1bty Better 1/4" MAX. SHIM ) TRIIIIRII 51W MINMI�N. EDGE FRAME EMBEDMENT DETAIL G, (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT ewrwdw: caa• eiwe w+wyna srl7oo NTS 11 11 4040 20 Pttili)UCI` IU'VISED as complying Ntilh IM Fhrida Duildiug Code Accepfnuco Nol6'o714. �t ExpirAion Date Dy Miami nde Pmdocl A. LYNI WtILER, P.E. FL P.E.# 58705