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HomeMy WebLinkAboutNOA - SINGLE HUNG WINDOWSCANNED BY Luc« county MIAMI-DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.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 11SH--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 F, I, 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 18,201 6 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 07-03.2Z 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, Duraseal° spacer system, Super Spacero 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 11116115, 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. 0 7-0322.06) 3. Test reports on: 1) Air Infiltration Test, .per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel Per, E. Product Control Ei 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 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 flame, 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 ez, JP. E. Product Control tx3j4iner 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-5tl' 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 "Sa#lex 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-5t" Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted wader 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) 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 tinder NOA No. 054018.01) 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. La 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 1/8" ANNEALED GLASS WITH A .090- KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC,) OR.090- SAFLEXaPVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5116" LAM] 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 3/18" 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) F. 7116"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) G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090" KURARAY BUTACITE a PVB (BY KURARAY AMERICA, INC.) OR.090- SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/e" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR.090- SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13116" LAMI IG: (1) LITE OF 1l8" TEMPERED GLASS, AN AIR SPACE AND 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) J. 13/16" LAMI IG: (1) LITE OF /8" TEMPERED GLASS, AN AIR SPACE AND 7116" 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 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 7116" 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. 13116"LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5116" 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), SfH EDITION ASTM E1300-09 -ANSVAF&PA NOS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2010 -AISIS100-07/S2-2010 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 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 .................... B-11 PRODU(-7 RI3 VISED 5. SHUTTERS ARE NOT REQUIRED. . complying with the FIod& BHBdiaO codo )6' 1 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. P 1 nte 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTI- 4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. �)jj-tnideProduct Cuu+n ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. •ii1,llt ll;7f 9. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ` \i 111 .•. ��'\i',`'.. • • • • •..f/P. HURRICANE ZONE (HVHZ). �\ 1ir`/:,ptic•..�f.�!, 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. '• RmeHy. JR WY• 05/05/}6 Wvbf"nc• F ADDED SPACERS TO SHEE72 1070TECHNOLOGYDRIVE N.VENICE,FL3G75 P.o.Hox+szH NOKOMIS,FL34274 T - Oe,vm4n GENERAL NOTES OF �-�;: ••.' /i:�•: �' !<+Glut. ,..• ;•�•: �• ✓�. ,5��1 •'.•••.. {^\•��� A.LYNO ILLER,P.E. FL P.E.A 58705 ins ALUM, SINGLE HUNG WINDOW, IMPACT R.,W- unmHy F f( u,m, arms cne�,oy .I.r D.. 917w, Visibly Better e"""'°'"e SM00 smr NTS aw.+ 1 , 11 m"acxe 4040 20 ",: F GLASS BITE LI \44)--�I I�j I I III, GLASS BITE Parti Descrlption Material 71 Kommeding 4SG TPS Spacer System 72 Quanex Super SpacernXTwith Hot Melt Butyl See this for Sheet Materials 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer rtcrcrterv�c Ica, rtcrur<I a: r,,.anr, oaoo a"nru 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 71-74 C] EXTERIOR INTERIOR _ 1 (ALL SECTIONS) PVB" _ KURARAY BUTACITE 1/2° NOM. 1/2" NOM. PVB INTERLAYER GLASS BITE 46 GLASS BITE or SAFLEX®PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 38 70 1/8" ANNEALED OR HEAT STRENGTHENED GLASS1913116'NOM. 3M6" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS3/16, ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7/18' LAMINATED AIR SPACE AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS 13/16" NOM. 13116" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 STRUCTURAL 'OLYISOBUTYLEN WITH DESICCANT EXT.GLASS —/ KODISPACE 71 4SG TPS STRUCTURAL SILICONE -1/4°NOM. FOAM WITH DESICCANT I EXT. GLAS�,^r—y IIINT. GLASS SPACERS. ELT BUTYL 3/16' NOM. BUTYL 8 DESICCANT FOAM EXT. GLASS— SUPER 73 DURASEAL® 'S SPACER�NXTTM SPACER rtcemcnl POLYISO- DE, BUTYLENE SEAL ROLL -FORMED f STAINLESS STEEL EXT.GLASS GLASS XL EDGE"m 74 SPACER NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. PRODUCr REVISED m complying with the Florida uildin6Cade /� FILL AREA ABccepfanw 6"NOM. Bzpirot Dnu: Y t� DNE SEAL By Mi"ml C ode Prnduot Cu GLASS 'o TECHNOLOGY DRIVE N. VENICE, FL 3427sAL' —UM. SINGLE HUNG WI P.D. e9X 1529 NOKOMIS, R. 34274 Visibly Berner 'SH70o 7uf1 1-2 2 d 11 ,t1;{il ll;rll �.' 6L.IF_Ui Jrr IMPACT ar A.rLYNN MILER, P.E. 404U20 F FL P.E.# 58705 III 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" 74" TABLE 1. 76" 48" A,B,M +80.0 -80.0 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -8D.0 +79,0 -79.0 Sr, A,B,M +00.0 -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 -80.0 1 +80.0 -80.0 +79.8 -79.6 +78.2 -78.2 +76.9 -76.9 +76.4 -75.4 +74.0 -74.0 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -BO.D +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80,0 1 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 505181, 63" 72" 74" TABLE 2. 76" 48" A,B,M +80.0 1 -80.0 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 1 -70.0 60" A,B,M +80.0 -BO.- +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +10.0 -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 -67.6 631/8" 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 +85.5 -65.5 UPT0531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3, BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHTMINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS TYPE 1 17 1/8" 1 2211/16" 1 28 3/16" 1 33 314" 1 39 6/16" 1 4413/16" 1 60 3/8" 65 16116" 631/8" D,E,F,J,K,L°©1 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 1 +70.0 -70.0 1 +70.0 -70.0 +70.0 -70.0 1 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4, A. 5/16" LAMI - (1/8"A„090,1/8"q) FTL-4647, 4648, 4723, 4957 B. 5/16" LAM] - 10A,.090,10HS) FTL-4647, 4648 C. 5116" LAMI -(1/8"HS,.090,1/8"HS) FTL-4647, 4648 D. 7/16" LAM] - (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. 13116" LAMI IG -118" 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, 5/16" LAMI - VB"A,.090,1/8"HS) FTL-4646 I. 13/16" LAMI IG -1/8" T, AIR SPACE, 5116" LAMI - 1/THS,.090,1/8"HS) FTL4646 J. 13/16" LAMI 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" LAMI - (3116"A,.090, 3/16"HS) FTL-4649, 4650, 4958 L 13/16" LAMI IG -1/6" T, AIR SPACE, 7/16" LAMI - (3116"HS,.090, 3/16"HS) 1`71,4649, 4650 M. 13116" LAMI IG-1/8"A, AIR SPACE, 5/16" LAMI - (1/B"A,.090, 1l8"A) FTL-5063 "0" MEETING RAIL HT. SASH HT. MEETING RAIL �H .0. W HT. MINUS SASH HT. MEETING RAIL HT. IH+ 1 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 12 518" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY D TECHNOLOGY DRIVE DESIGN PRESSURES N. VENICE. FL 34275 P.O.BDx 154 �� 'ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS. FL 34274 V.ibiy Better " 1104` -NTS 3 d 11 'iw' sx�oD N4040 20 PRODUCT REVISED us cumP13i118 rvith the Fin71d¢ It Cods Aceeptnncok,blc,o 14 arimI!un Dele L1-_L. "I A. LYNUMILL6, P.E. FL P.E.# 58705 53118" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH 49 5/8" MAX. FIXED D C +I DLO (ALL) T_ 75" MAX. — - - 75" MAX. 75" MAX. SEE DLO I.F. TA A I.F. I.F. TABLE 0 j DJ HEI HT SEE DLO • / HEI HT SEE DLO C HEI HT TABLE 0 j TABLE O j 76" MAX. 76" MAX. 76" MAX. FLANGED FLANGED L FLANGED HEI HT HEI HT HEI HT SEE DLO 38 X 11E TABLE X ASH SEE DLO XSSEE DLO X � S E (MAX') HEIGHT TABLE / NO E 4 TABLE / NO E 4 L 48114" MAX. VENT DLO (ALL) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1 /1 B E 75° MAX. 75° MAX. � I.F. I.F. HEI HT E— J HEI HT SEE DLO SEE DLO TABLE F j76 MAX TABLE O j 76" MAX. FLANGED FLANGED HEI HTL i HEI HT --Ii PRODUCT REVISED 20" 20. K ctmlptying with dw 6>xida SEE DLO TABLE X j I SASH SEE DLSASH eoi1O TABLE X j Lig C HEIGHT HEIGHT Acc`pc°gyp' (6_p i �b e tfy 4liami e o Pmdue! DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) `�lttlllttrr.. NOTES: dp`,".• .::.'..�:tr�,�`; 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. - >?r 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. Rawder. usra w.wne '• .ti •�'•, A or, ELEVATIONS "` cnzty 1W0 TECHNOLOGY DRIVE .'�1'r •"•••"• ..C✓�`� N. VENICE. FL 34275 'rr rr,'=rf`�Ii'- �%,�•• P.O. BOX 1528 _ ALUM. SINGLE HUNG WINDOW, IMPACT t RmmE eY• D.W. Re �'V�� I!`111 R' NOKOMIS• FL 34274 Visibly Bettor s'"tNa d — _' Ovi1°°"`" "^" A. LYNN MILLER, P.E. er. n.r.: rnmmn a.m sH7Do NTS 4 - 11 4040-20 F FL P.E.# 58705 FX. 911105 J.J. Z23107 F�--2.784-1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR Z6 Z7 OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED —� MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT INSIDE INSIDE � 9,10,11,15,16 PJ MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT OPENING 7,8 MAX. FIXED LITE DAYLIGHT OPEI MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS 47 2.E 46 HIGH SILL 2. 30 LOW SILL 49 HIGH SILL —L 48 LOW SILL HEAD 51) (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY (HIGH SILL) 54 ULTR IFT 1 2 ONLY ONLY ALTERNATE HIGH SILL rD TECHNOLOGY DRIVE — — — N. VENICE. R.34275 t� P.O. BOX 1529 ALUM NOKOMIS. FL 34274 Visibly Better ' SM00 OUTSIDE I 2.710" I.F. FRAME q II SECTION GC RADIUS TOP (HEAD DETAIL - FLANGED V XE HUNG WINDOW, IMPAC ye 5 -DnMyfh Half 5 � 11 4040-20 PRODUCT• REVISED os complying with the Flotilla Bil uQing Cade li0.O Accaplrmw%lo 1w14,11 l�.pital' Date , ey �ami de pnuhat3 `Ct!ttltlrl7jr. No. ii.?it15 � I A LYNN MILLER, P.E. FL P.E.# 58705 DESCR FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOWS ADHESIVE OPEN CELL FOAM FLANGEFRAMEJAMB SASH STOP SASH STOP (EGRESS)1.125 SPIRAL BALANCE, 3/8", 5B", ( BALANCE COVER, 31B" OR 5/( #8 X.750 PH. PN. SMS PGT# ITEM DWG# I DESCRIPTION PGT# 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 781PQA 61 SCREEN CLOTH 61816 612226 63 505 GLAZING CHANNEL (.688 X.500) 6533402 7PAD1626 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 612227 67 GLAZING TAPE, 1/16 X 1/2 -7/16 LAMI 62BV1510 612244 612244 1 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 F69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 7834AA 81 B. GLASS, 5/16" 7BALTBKT .82 C. GLASS, 5/16" 42504 83 D. GLASS, 7/16" 78X1 FPAX 84 E. GLASS, 7/16" BALCVR670 85 F. GLASS, 7/16" 17 4053 SASH STOP COVER 64053 86 G. GLASS,13/16" LAMI IG;1/817. AIR SPACE, 5/16" LAM], 118"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H. GLASS,13/16" LAMI IG; 1/87, AIR SPACE, 5/16" LAM], (1/8"A.090 PVB,1/8"HS) 19 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 88 I. GLASS, 13116"LAMI IG; 1/8"T, AIR SPACE, 5/16" LAM, 1 B"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J. GLASS,13/16" LAM IG;1B"T, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K, GLASS.13/16" LAM] IG;1B"T, AIR SPACE, 7/16" LAM], (3/16"A.090 PVB,3/16"HS) 25 1235 WSTP,,.170 X270 BACK, FIN SEAL 67S16G 91 L. GLASS,13116" LAMI IG;1/8"T, AIR SPACE, 7116" LAM, (3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M. GLASS,13/16" LAM IG;1/8"A AIR SPACE, 5/16" LAM], (1/8"A.090 PVB,1/8"A) 27 1016 #8 X.625 PH. FL. SMS 7858 2.878 28 4007 SASH BOTTOM RAIL (LOWSILL) 612230 2.784 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .082 34 1268 SASH FACE GUIDE 42501 35 1622 LAM[ SETTING BLOCK 3/32"X25/64"X1" 71622K 1130 3. 55 36 1062 LAMIIGSETTING BLOCK I"X3/4"X1116" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247WK 062 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5116 LAM GLASS. 64039E 47 FRAME, I.F. HEAD 42 4044B GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 #4071A, 6063-T6 44 4222A GLAZING BEAD, 7/16" LAMI 64222 O FRAME, I.F. LOW SILL 45 1 985C IGLAZING BEAD, 7116" LAM] WIGRILL KIT 6986 48 #4072A, 6063-T6 48 1 4067 IGLAZING BEAD, 13/16"LAMI I.G. 64087 2.908 47 4071A FRAME, I.F. HEAD 64071 PRODUCT• REVISED 48 4072A FRAME. I.F. LOW SILL 64072 2.374 a comFbi.8 with the Florid¢ 49 4073A FRAME, I.F. HIGH SILL 64073 Am-piec"`yc l •O L4.0 A'-',7 x No ) 50 4074B FRAME, I.F. JAMB 64074 L. ir"1' Duie r 52 4009 SILL LATCH (EGRESS) LOWSILL) 764009 .082 NOM By 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG THICKNESS 4.171 Miumi de Ptud"m Cm lyd 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 2. 1 55 1014 SCREEN FRAME (HOR. & VER.) 61014 .062 NOM 56 1630 SCREEN CORNERKEYW/RINGS 71630 THICKNESS �iilllli�"' 57 1631 SCREEN CORNER KEYWlOUTRINGS 71631 ""n",'r 58 1073 SCREEN SPRING 7CASP 1 % r!,y.� • `{�, �; 59 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME, I.F. JAMB ;a�;• :;;:,;?; #40748 6063-T6 O FRAME, I.F. HIGH SILL � • #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) 49 R.rmer. ow R.wm.• w � ,_` .,. ', i=0:' ,: ti;;J•;`' 1070 TECHNOLOGY DRIVE PARTS LIST :Yf•• �!?.�i+��;..• :=• •; • F�Miou: . iJ ��' N. VENICE, FL 34275 ALUM. SINGLE HUNG WINDOW, IMPACT '.'; R• By. Ogle: Rerlf p.O.soxL34 awe c "1 p,, ,M, R.r. A. LYIV14`MILLER, P.E. cnmece . 0ota• NOKOMIS, FL3427� Virfbly Bcrter srr7oo NTS 6 w 11 4040-20 F FL P.E.# 58705 F.K 9/1/05 J.J. ZW107 I2.784--1 1.363 J .062 O FLANGE FRAME HEAD #4002A,6063-T6 1.749 2.710 .062 O FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) 1.342 .062—El 062 2.155 21 FIXED MEETING RAIL #4054A, 6063HD-T6 AD -2.784--- .062 2.630 2.330 O FLANGE FRAME SILL (LOW) #4003C,6063•T6 1 062 .490 �-1.513--j 738 .040 i►-1.451+j STOP SASH STOP COVER OSASH #4025,6063-TS 17 #4053,6063-T5 �2.326—►1 r-2.279---1 7' 1.979 1.707 F 062 I.F. FRAME 1 or 47 I 2 I II SEALANT ALONG ENTIRE JOINT I.F. FRAME II 6 or 50 I WELD 6 or 50 ALONG Cf`DC1111 SEALANT OR GASKET II IIII / \ IIII II BOSS (2) �L1WJ 1Vrtu'-u— AT HEAD AND SILL I VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .05� -� 1.165 6I8 - TT 111444111SSS �11 111222LLL��_—.7' I 1.096 1-�-+{ t .062 1,349 GLAZING BEAD, 5/16" 84403913, 6063-T5 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW)#4006C,6063HS-T6 #4007,6063-T5 O50 ' IRL. 1.096-1— --{ T O GLAZING BEAD 7116" #4222,6063-T5 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 31 SASH SIDE RAIL #4008. 6063-T5 I 2.638 ' .062 —:1 68 SASH BOTTOM RAIL (HIGH) #4051 A. 6063-T5 '0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 I 678 1.115 1 f 45 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) I 678 .050 T 42 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) 61 050 — - 1 -1.097 46 GLAZING BEAD, 13/16" IG #4067, 6063-T5 ISIONS & FRAME CORNER DETAIL SINGLE HUNG WINDOW. IMPACT Visibly Better I �SM00 I Hal/ I- 7 d 11 I _--•�4040-20 PRODUCT REVISED n nony,lying with iha Blnridrt Rdi4ing Cndc 14-O 14-.0 Accapta9ce No 10ro lapirnt' �n Date By- Miomi cde Prod"M Con rol tti :ltflfllrl: jj a 6 K 6 �,=: A. LYNNthtIILLER, P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 1 46.603 52.603 56.6D3 64.603 76.000 ANCHOR TYPE: WINDOW GLASS m�Nz �0 V' ZmONZ Vci0 v�O�I� ZmONZ O'-Oa0 Zc>ONZ O'-c0)�0 Zm�C, ZmpNZ U�UNO Zc���Z U�0C4 •ZmONZ 0 Z 0 WIDTH TYPE 3 cOi�c01�0 3 C,D,E,F,G, 1_....._1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1j2 1 1 _.1_.. 1 1 _1 _. 1 2 _. _ 1 1 ._1_. 1 2 _. 2 2 1 2 2 2 2{2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f22 1/jgM ..1r_2._'_._11..,.2111222122�2212222{22"22{22222222222222233C,D,E,F,G,_..._.-_....._.,..._.11H,I,J,K,L 1 21 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 272 2 2 2 2 2 3 2 2 2 2 2 3 2 2 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 AB,M 1 2 1 1 121 2112112221 2222222222{2222122322 222322233l32i23 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 1 1 1 H,I,J,KL ~1 2 1 222231 222231 22323222323222133322 _1 3334323{3343{344 _2 32.000 1- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �B,M .1 1J2 1 2 2{2 _i 2 3 1r2 2 2 2 3 1�2 2r3 2{3 _1 2{2 2 3 2 3 2{2 2 3 _1 3 3 2 2 3 3 3{4 3{2 3 3 3 4 3�3 414 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 1 2 1 2 2 1 2 2 1 2 H,I,J,K,L 221 2212231 22 32322232322232323233423 333433343344 53 37.000 1 1 1 1 1 1 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AB,M 2�2 1�2 2{2 2 3 1� 2 2r3 2 3 11 2r2 2 3 2 3 2{2 2 3 2{3 2I3 213 3 4 2 3 3 3 3 4 3T3 3{4 3�5 313 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 2 1. 222r3222{32322232323232�42333 T2 _2 3423 3435 3334453344 2 2 2 2 2 2. 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 1 2 2j2 2�3 2 2 2 3 2 3 2 2 2`3 2�3 2�3 2 3 2{4 2 3 3�3 .. 4 2 3 3{4 3 5 313 3 4 4 6 3 3 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 44.000 H,I,J,K,L 222222232223232233242r9333423 ...2...2. _?__ ,2 333423 3435333445344 5 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB, 2 2 2�2 2�2 2 3 2 2 2j3 2 3 2 2 3r3 2 4 2 3 3 3 314 2 3 3 3 3 4 2{3 3 4 3�5 3 3 3{4 4 5 314 4{5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 1 2 2 2 2- 2 •2 2 2 2 2 2 2 3 2 2 3 2 2 4B.000 H,IAK,L 22 21222232I2233423333423343421334 _.2._ 353 3 343533454�63455 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 2,2 2 2 2 3 2{2 2 3 3�4 2 3 3{3 3{4 2 3 3 4 3 4 213 3,4 3{5 3�3 3{4 3�5 3{3 4 5 4I6 314 5�5 PSF 72 791 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 222222232�22j334233I43{423343{4333�43533444{63445463456 2 2 242 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 AB,M 2 2 2�2 3 2j2 2�3 3 4 2�3 3�4 314 2 3 3 4 3.4 3 3 3 4 3{5 3 3 414 4{5 3I3 4 5 4 6 3 4 4 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4" ELCO S54 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD-181/2" 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 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 -,plying with the Florida building Code JAMB ABOVE 2 3 Ae PIAUCONOAG-031Oti oral' t Date MTG. RAIL JAMB BELOW By ada_Pro4mtComrol MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL T TECHNOLOGY DRIVE. ANCHORAGE SPACING, 1/1 WINDOWS N. VENICE, FL 34276 tEer P.O. BO%1529 ' ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, A. 34274 Visibly Berms, sw7on NTS 8 ,11 4040-20 . 11u1:tIU . �rl . &I..., �. J, Err A. LYNtS'A ii!I�.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS WINDOW HEIGHT SUBSTRATE*----29.655 37.155 1 44.655 52.155 59.655 1 67.155 74.655 ANCHOR TYPE. ❑ 0 U ❑ � U ❑ U c� ❑ c� U ❑ U U ❑ U U ❑ U c� WINDOW GLASS cn0 Z Zc?O Z�ZcnO Z Zc�O Z zcno Z�Zcio Z Zc'�O Z Z NO`�O—ONONO Ocq O�Ocq O�Ow ONO ON NO`-Oc�l NO�O WTH TYPE U 0 3 ❑ U 3 U c� 3 U U � U U 0 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 __......— ._..._._....__ _ _ _. _....... ....... - - L. -- - - _.._......_-. HJ'K,L 1 1 1 1 1 1 2221 222221 22222222222222222222322232 rl�IL125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 11 1 1�11 1 F 212 211 212 2I 2 2r1 212 212 2I 2 2I 2 919 2 (2 2 ( 9 2� 2 212 2� 2 312 2 �2 312 24.000 1 H,I,J,K,L 1 1 1 1 If 111212 Ill 1121212121212 A,B,M 1 1 1 1 1 1 1 1 T 71.1 IT i .212 _ i 212.21'2 1 212 32.000 1 H,I,J,K,L11 11111111112121212122 2131212121213j31212131313131312131313131212 A,B,M 1 1 1 1 1 1 1 1 1 2 1 _1 2 1j. 1 1 1 1 1 1T1 1 1 2 2 2 2 2I2 2(3 2 2 212 3 3 2 2 3 3 3 3 3 2 3I3 3;3 2 2 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 Z _2_ 1 37.000 H,I.J.K,L 1 1 1r1 1 1 2 2 2 2 2 2 2 3 2 2 213 313 2 2 3 3 3 3 3 3 4(3 3 3 3 2 A B M 1 1 1 2 _1 1 2 1 2 2 1 2 2 1_ 2 2 1 1 1 111 1 1 2T2 25 212 2�3 2I2 213 3I3 212 3I3 313 313 4.3 313 312 ANCHORAGE NOTES: TABLE 6. 1. ANCHORTYPES: 1-1/4"ELCOTAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE . 76.000 U w U '-' U U FOLLOWING DIMENSIONS: HEAD -18 V2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 1 1 15" MAX. FROM BOTTOM CORNERS 2 212 3 2 6" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED j 1 2 2 2 3 2 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 1 1 1 2 2 2 3 2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS I 1 1 2 2 2 3 2 ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A I 1 1 3 3 2 �- 4 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE I 1 1 3 3( 2 413 MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS 1 2 d I d I a AVAILABLE. C,D,E,F,G, 2 2 2 2 2 1 2 1„2 2 2 2 2 .2 2 2 2 2 _2 2 2 2 2 21. 2 2 40.000 H,IAK,L 1 1 1 1 1 1 2 2 2[2 2 �2 2j3 2 2 3 3 313 212 313 4�3 3 3 4 3 3l3 313 a 3 a 4 3 3 4(3 a�4 3(3 5(3 A,B,M 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 1 1 1 1 1 2 2 2I2 212 213 2�2 3 3 313 2 2 3�3 413 3 3 4Iy3 3l3 3j3 413 4r4 3 3 4 3 414 313 513 PSF 49 79 56 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 2 2 2 _2 44.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2;2 2 2 3'13 2t2 35 314 2 3 3 3 4 4 3 3 4(3 4 4 3 3 4 3 414 3 3 4 3 4 4 313 5 4 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111 22212223321. 23i3314213 33443343443I3434I431343443�354 PSF 45 74 61 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 313 3 3 4 4 3 3 4 f 4 4 4 3 3 4 4 4� 4 4 3 5 4 4 4 413 5I 4 ABM 2 2 2 2 2 2 2 2 2 .21. 21. 2 3 2 2 2 2 2 3 2 2 3 2 2 111 1 1212 1 222122233223133143r3334I43�3444I4313 4I44J41.4 3544144354 PSF 41 1 67 46 67 1 76 79 C,D,E,F,G, 2 2 _2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 31. 3 2 3 53.125 H,I,J,K,L 1 111 11 2222223333334433444431341441433 445543545543 54 A,B,M 2 2 2 2 2 213 2 2 3 2 3 3 213 312 2 3 2 3 3 2 3 _._...- ....... . ... .._ .... ..... ....... I._.. ...- _..... 1 1 -MIT 1 1 2 2 2;2 2 2 3 3 313 3�3 414 $ 3 4 4 4 4 313 414 4 4 3 3 414 514 4 3 5 4 514 4 3 5 4 'O TECHNOLOGY DRIVE N. VENICE, FL 34275t1cm rrae P.O. BO% lus — ALUM. SINGLE HUNG WI NOKOMIS. FL 34274 Visibly Better ue"Zk �` sneee SH700 NTS 11 m 11 TABLE KEY: MAX. PSF (DP LIMITED) 117 PRoI3upTuytsED HEAD 3 � complying with 11w Florida Buildin3 Cade 1 0 14-. 202 j JAMB ABOVE 3 3 AaG:prn,ao r" E irai De1c MTG. RAIL JAMB BELOW By Miami de 11codual' MTG. RAIL (FULL DP) HEAD 2 �i..... JAMB ABOVE 2 2 s u•.rt G. L JAMB BELOW MTG, RAIL DARD VIEW ?.,' `.�ortrn •,r:; N, IMPACT v- n..: A. LYNN MILLER, P.E. 4040 2D F FL P.E.# 58705 9 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE B. SUBSTRATE: 17.125 22668 1 28.211 33.754 1 39.296 44.839 50.382 55.925 ANCHOR TYPE: 0 �O U Z'.Z�O NO 0 U O�fONO U ❑ 0 Z�Ze?O O ON 0 ❑ U Z�zmO NO L) O ON 0. ❑ ? (3 Z NO' 0 U ZMO ONONO 0 ❑ c) Zt-Zt'?O 0 0 ONO u ❑ 3 (3 2rZm0 NO 0 U Ot1ONO 0 ❑ 3 U z cJ U _,ZcgO O�ONO v ❑ 3 U Z�Z r, U O 0 WINDOW WIDTH GLASSN TYPE 19.125 D,E,F,J, K,L 1 _ �_. 1 _._1......_.1_.. 1 1 2 1 2._ 1 .•2... 1 -.2.....2. 1 1 2 1 Z 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, K.L_,.....1-_._..1..._.2.._2..__21-1-Z...._2-......Z_..._2 1 1 1 1 1 1 1 1 1 1 -Z._....3 1 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,FA K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, K,L 1 1.•.. 1 I 1 i 2 .,2..._ 1 2 2 2 3 1.•... 2 2 3 2.•. 3 -_1.... 3 2^ A 2 3 1 3 2 3 2 4 1 3 2 4 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 2 1 2 2 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 5 2 4 2 6 3 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, K,L 2 1 2 1 2 2 2 2 2_ 3 2 3 .._2.. 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 6 1 2 ...2..- 2 2 3 PSF 78 79 70 79 79 1 71 1 79 73 76 48.000 [D.E.F.J. K,L 2 2 2 2 2 2 -2-3 2 2 3 2 3 3 ...4._.._.4. 2 2 4 2 _.5..._._4 2 _ 2 _.5. 3 ...5......4-----8.. 2 2 3 5 2 4 2 8 3 6 2 5 2 6 1 1 1 2 2 PSF 71 79 63 71 79 64 74 66 77 69 69 63.125 D,E,F,J, K,L 2 2 2 2 2 2 3 2 3 2 3 3- 4 2 4 3 4 3 5 2 4 .3.._........... 5 3 6 2 5 3 3 6 2 5 3 7 3 6 _ 2.]. 5 3 .__._. 7 1 1 1 2 _ 2 2 3 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. ❑ to O ojQ 5 ❑ N Z Q v 0 Z �aQ 0 m O ❑ N Z V ❑ Z 8N� 0 e? O 0 N Z U 0 ,., Z UN ❑ �? O 0 N Z cg 0 r Z U`� O co O 0 ,y Z c0i 0 Z� c�`� ❑ g O j o iy p U 0 Z U`�j 0 o 0O 0 N Z V 0 Z �UN�j 0 N QO 0 N Z- U 0 Z cg WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 24.000 2 1 1 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 2 3 79 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 F 3 4 3 T 4 5 3 4 5 3 4 63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 73 5B 66 72 53.125 2 2 1 .2 2 2 2 3 3 31 4 I 3 4 4 3 4 5 3 4 5 3 5 5 3 5 '0 TECHNOLOGY DRIVE ANCHORAGE SPACING, N. VENICE, FL 34275 Tea• P.O. BOX 1529 ALUM. SINGLE HUNG Wi NOKOMIS, FL 34274 Visibly Better wee ealr. mu.c SH70D TS N1 10 m 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-181/2" MAX. FROM CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 11 112" 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 12 518" 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 JAMB ABOVE 4 rltonucrluvtssD MTG. RAIL m miplyiag With the Fhxida Duildalg Code AmopI=. No) -O'71 I�,imliaa 91 ante a TABLE 8. KEY: M do Pmduot co MAX. PSF (DP LIMITED) 112 W 2 JAMB BELO MTG. RAIL FULL DP JAMB BELOW 2 MTG. RAIL CUSTOM VIEW 4040-20 •: is � s ,I�!��? 6 ':il, s� '•-. .;I, is ,, •4 A. LYNFI ViLA, P.E. FL P.E.# 58705 e 4AEXTERIOR INTERIOR LL HEAD AND SILL DETAIL ) 1-3/4" MIN. EDGE CONCRETE ANCHOR (SEE NOTE 1 & 3) 2x WOOD BUCK I (SEE NOTE 4)� 3.35 KSI MIN. N 1 CONCRETE , • : ., 4 3/8" MIN., 1/4' TAPCON n . •.: ••� •1.3l4" MIN.,114" CRETE-FLEX OPTIONAL 1x ~' O 0 1 3/8" WOOD BUCK � Mt (SEE NOTE 4) 1/4" 1/4" MAX. MAX• SHIM SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" 1 3/8" MIN. 1/4" MAX. SHIM —{MIN. 1/4" MAX. SHIM-�-�{ I n �' °• 1-3/4" MIN EDGE V 1" MIN. CONCRETE ANCHOR. IIA „ RAIL. (SEE NOTE 1 & 3) Lo H BELOW MEETING 1v ° • 3.35 KSI MIN. CONCRETE 1T OR 1.5 KSI MIN. CMU L 1x BUCK OPTIONAL WITH SOLID CONCRETE 2. WOOD BUCK OR CMU SUBSTRATE (SEE NOTE 4) (SEE NOTE 4). DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 518" MIN. EDGE 2-1/2" EMBEDMENT MAX' SHIM _ --WOOD FRAME 131"DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. 2-1/2" NOTES: WOOD ANCHOR 1, FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY (SEE NOTE 2 & 3j APPROVED 1/4" ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2 STEEL SCREWS G5 OR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #1 ( ) MIN. EDGE 1/4" SS4 CRETE-FLEX. 3, FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" 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 1/8" 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 MAYBE USED. A FLANGED FRAME COMPONENT MAYBE 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. 7. 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) INTERIOR (ALL JAMB DETAILS) EXTERIOR 10, 1/4" ODD FRAME MAX. rR0l1llC1'I2[3VISED SHIM ' as ildingcouplyi.gode llw Flai�n B.Accaptg Code I(o_0']l4-.0{' 5/8"MIN. EDGE AcceptnutaNte 131"DIA. MIN. L--aldwti m Date k 21/2" NAIL, By AT CORNERS AND 5" O.C. f � Miumi pcae Pmdutt WOOD FRAME V 6/8" MIN. EDGE II L.1/4" dIIS 131" DIA. MIN. x 21/2" NAIL, MAX. AT CORNERS SHIM AND 5" O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE O TECHNOLOGY DRIVE N. VENICE, FL34275 P.O. BOX 1528 NOKOMIS, FL 34274 Vkibly Better 1— +-2-1/2" EMBEDMENT DETAIL G, (SILL) INCHORAGE DETAILS ILUM. SINGLE HUNG WINDOW, IMPACT uxm,r taw da.e orwvgna str7o0 NTS 11 d 11 4040 20 ;t ,It17r `�i Sii L^ No.:"97a 6..y'16 rz.. A. LYN�I �uIILtLER, P.E. FL P.E.# 58705