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HomeMy WebLinkAboutProduct Approval R E C'E I V D J L 'D 17 MIAMI-1D=A]DE MUM-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1]805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid-.ide.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.- APPROVAL DOCUMENT:Drawing No.4040-20,tutted"Alum. Single Hung ow,Impact",sheets-1 through 11 of 11, dated 09/01/05, with revision F dated 05/05116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.j 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 0- LABELING: Each unit shall bear a permanent labcN�mss" "ufacturees 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 ofNOA. 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 I 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. MIAMFam DADE COUNTY Expiration Dai-et;-M -.26;2021, Approval Date August 1'8,2416 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07 0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",-sheets I 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.FT1,4958 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 ptj�F- Product Control.Eer NOA No.16-0714.06 Expiration Date' March 26,2021 Approval Date. August 18,2016 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowtmxD) 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 scaled by Edmundo Largaespada, P.E. (Submitted tinder 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 tinder NOA Na. 05-1018 01) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.FTL-4947 and FTL-4650,dated 08/11/05,both signed and scaled 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.054 018.01) Manuel P#e4,1P.E. Product Control jLx0iner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5111 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 ButaciteO PV`B Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 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 tinder NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL4723.FTL-4947, FTL-46501,FTL-4948 and FTL-4646,issued by Fenestration Tesiting Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and expiring on 03/26/21. -Manuel Pefeiz, X Product Control KXam'her NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E=3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC),8TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION A.5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) •ALUMINUM DESIGN MANUAL,ADM-2010 OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •A181st0o-07/S2-2010 B.6/18"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.6110"LAMI CONSISTING Of(2)LITES OF 118"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 3116"ANNEALED GLASS WITH A.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7116"LAMI CONSISTING OF(1)LITE OF 3/10"ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) SHEET GENERAL NOTES......... G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 6/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB GLAZING DETAILS............2 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES3 ....... H.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 6/©6" LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT. SECTIONS............5 I.13/16"LAMI IG:(1)LITE OF 118"TEM_ PEED GLASS,AN AIR SPACE AND 6/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST......NS............5 WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.13116°LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIRSPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A EXTRUSIONS....................7 .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ..............7 ANCHORAGE CORNER DETAILAIL..............8-11 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 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 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) M.13116"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5116"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) 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. rItODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. as complying wNh tho Plod& Building Code 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Actepmnco No IG-O 14-- 0 imrionDice 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL4649,FTL4650,FTL-4651,FTL4723,FTL4957,FTL-4958 AND FTL-6003. By ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Mivni oda Prodnci Conk ALUMINUM DESIGN MANUAL , B.SERIESIMODEL DESIGNATION SH7D0,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 �; .\'Ig1•l'i I.%/!i, '•'i, HURRICANE ZONE(HVHZ). `� g- •' 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED, Ntl.•'%/;,,;r;, JR 051006 F ADDED SPACERS TO SHEET20 •'t'- •�'1: R.wwu 1070 TECHNOLOGY DRIVE GENERAL NOTES -�t,i' `�>fiIn>;.,,••„�•�, N.VENICE,F134275 n"a' ALUM.SINGLE HUNG WINDOW,IMPACT • P.O.00X 1520 ! Dh i n"4: e .ne1. NOKOMIS,FL 39274 1?sJb[y Beerer a^"°91v°� '' m10°r o,..eow wr. A.LYNN IMILLER,P.E. F.K. 9/1106 J.J. 2129/07 SH700 NTS 1 m 11 4040 20 F FL P.E.#58705 Part# Description Material r----- 71 Kommeding 4SG TPS Spacer System See this 72 Quenex Super Spacer nXTvAth Hot Melt Butyl Sheet for 73 Quanex Duraseal Spacer Materials 41 1/2" 1/2"NOM. 74 Cardinal}Q.Ede Spacer GLASSSITE ISLAS OM. 4 S BITE REFERENCE TEST TL-8717, , 7,8908&8070 70 37 70 37 IV ANNEALED OR HEAT STRENGTHENED LASS 3118`ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER -.09D PVB INTERLAYER ­I/il"ANNEALED OR HEAT STRENGTHENE GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS —1—F—5/16"NOM. 7/161,LAMINATED 5116"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: LAMI IG OUTBOARD 1-74 71-74 'LlEXTERIOR INTERIOR17") LITES MAYBE 71 —WL SECTIONS) UPGRADEDTOW16' n n WITH NO CHANGE IN DESIGN PRESSURE. KURARAY BUTACITE 1/2 NOM. I 1W NOM. PVBINTERLAYER SS E 46 112" -S SITE or 46 GLASS BIT sArLEXPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/81 ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS E—.090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 6/1e,LAMINATED 7118°LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 118"TEMPERED GLASS 13116"NOM. 13116-NOM. 13/16"LAMI IG GLASS W1 5/16"'LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W1 7116-LAMI 89,90 or 91 PRODULIrRFVISED ALUMINUM as complying with ft Florida REINFORCEMENT pOLyISO. DESICCANT FILL AREA SILICONE HOT-MELT BUTYL BUTYLENE �j STRUCTURAL Will"NOM. SILICONE SEAL STRUCTURAL FOAM 3116"NOM. SILICONE SEAL a 1/4"NOM, 'AL BUTYL& STRUCTURAL URAL FOAM POLYISOSUTYLEN WITH ROLL-FORMED I`itiami aria Frc"Taa Cu NT WITH DESICCANT DESICCANT DESICCANT DESICCANT STAINLESS STEEL—\ FOAM EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS-� INT INT.GLASS INT.GLASS INT.GLASS INT,GLASS KODISPACE SUPER @DURASEALO XL EDGEm 4SG TPS SPACER-NXT'm SPACER SPACER 1. Wda R.W JR r.O F AWED SPACER& 1070 TECHN GLAZING DETAILS rn'lo, aeaOLOGY DRIVE N.VENICE,FL 34273 Rl.der. - -- ��. ALUM.SINGLE HUNG WINDOW,IMPACTp pWU ,P.E. wM NOKOMIS.FL 34274 Visibly Better A.LYNN I 8n7w Full 2 a 11 404020 F FL P.E.#58705 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT 1NI15TH-" GLAS9 TYPE ,F 63 {t 66" 68" 70" 72" 74" 76" MEETING RAIL AAA +-6 0 --80.0: +80.0 -80.0 +80,0 -80.0 +80,0 -80,0 +80.0 1 -80,0 +80,0 -80.0 +80.0 -8010 HT. 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 -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 +76.9 -75.9 "X" S SH 53118" A,B,M +80,0 -80,0 +80.0 -80,0 +79,8 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74,0 -74.0 1 UPT063118" 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 INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME'DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 60 618" 63" 72" 74" 76" 48" A,B,M +80.0 -80.0 +80.0 -80,0 +60.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL 60" 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 A H 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +76.9 -76.9 +70.0 -70.0 +68,8 -68.8 +67.6 -67.6 _J! 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 +65.6 -66.6 UP TO 63 118"1 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 WI HIGH SILL OPTION TABLE 3. � BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS w HT WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH 76"FLANGED AND 76"INTEGRAL FIN) MINUS WIDTH GLASS TYPE 17118" 2211116" 283116" 3331W' 395/16" 4413/16" 603/8- 66 16!16" " „ SASH 631/8" D,E,F,J,K,L4 +80.0 1 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 1 -70.0 1+70.0 1 -70.0 +70.0 -70.0 +70.0 1 -70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST TABLE 4. sgT}SH I- 1/8" MFTL-4647,4648,4723 4967 _I B.5/16"LAMI- 1/8"A,.090,VB"HS FTL-4647,4648 C.6116"LAMI-(1/8"HS,.090,1/8"HS) FTL-4647,4648 D.7/16"LAMI- 3/16"A,.090,3116"A FTL-0645,4865 E.7/16"LAMI- 3/18"A,.090,3/16"HS) FTL-4646 F.7/16"LAMI- 3/16"HS,.080,3/16"HS FTL-0PRODUCT RC,VISOD846 rornmplyh,gwith rhopimth G.13/16"LAMI IG-1/8"T.AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"A) FTL4646,4723 Building CDde / AccC pwc NO 1��Q 14, H.13/16"LAMI IG-1/8"T,AIR SPACE,6116"LAM]-(1/8"A,.090,1/8"HS FTL4646 1., imliun m. L 13/16"LAMI IG-1/6"T,AIR SPACE,5/16"LAMI- 1/8"HS,.090,1/8"HS FTL-4646 By J.13/16"LAM]IG-1/8"T,AIR SPACE,7/18"LAMI-(3/16"A,.090,3/16"A) FTL-4649,4650 Mimnl ode Protium Ca+ ru K.13/16"LAMI IG-1/8"T.AIR SPACE,7/16"LAMI-(3/16-A,.090,3/18"HS) FTL4849.4650,4956 L.13116"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3116"HS„090,311WHS) FTL-4649,4650 _ t',t 1111 M.13118"LAMI IG-1/8"A AIR SPACE,6/16"LAMI-(1/8"A„090,1/8"A) FTL-5063 flr ,.�r;�"�';,•;.:.,:,:'°`';`ori, 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. 57471}lg 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, �( I 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY n„ wro: RIM- R..dBr wW1070 TECHNOLOGY DRIVE DESIGN PRESSURES <<^ii.1:'•,.•,'��''� 1:;; N.VENICE,FL 34275 ' ,,,�+L• ' �- ALUM.SINGLE HUNG WINDOW,IMPACT P.0.90X 1529 7j1(' f1� OraWney, wk wra NOKONS,FL 34274 Visibly Better °""yVodo1' "°"'' e"°" °ib°"" n.K A.LYNN MILLER,P.E. F.K. 911105 J.J. 2/23/07 SH700 NTS 3 d 11 404020 F FL P.E.#68705 —:3�1 AX,FLANGED WIDTH 2 I.F.WIDTH 49 WE"MAX.FIXED OLD(ALL) D 7- 75-MAX. 76"MAX. 75'MAX. A A I.F. I.F. SEE DLO I.F. Ff TABLE 0 D HEI HT SEE OLD HEI 3HT SEE DLO HEI;HT 0 TABLE L 76"MAX. TABLE — 76"MAX. 0 76"MAX, FLANGED L FLANGED L FLANGED 38 116" HEIGHT HEIGHT HEI,';HT SEE DLO T- T- TABLE x MAX. 'X' IT C '6'MAX LANGE6 NEI HT SASH SEE DLO x SEE SEE DLO x SEE (MAX.) HEIGHT TABLE — NO E4 TABLE s L U 48114-MAX VENT D"LO=(ALL) DETAIL B DETAIL C t DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASHI 75'MAX I 76-MAX. I.F. t.F. SEE DLO HEIGHT E HEI HT TABLE SEE DLO 0 715' E 'MAX. TABLE 0 76'MAX. FLANGED FLANGED HEI 3HT HEIGHT - I, 7], 20" 1 - PRODUCT REVISED SEE DLO TABLE 20' m c"'PlyhIB with tha ykaida SEEDLOFL]E X SASH SASH 13 I"litt & A ;;;,I w I'N HEIGHT [Lix HEIGHT to 7-- y DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS 3 SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION, 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&0)ARE BASED ON A THREE OVER TWO FORMAT. 1070 TECHNOLOGY ORIVE ELEVATIONS N.VENICE,FL34275 P.O,.-- ALUM.SINGLE HUNG WINDOW,IMPACT NOKOMIS rL34274 Wsibly Better — ja�v- IP.E. F.K. 71 Z `NTS 1 4 - 11 4040-20 F FL P.E,#58705 - M"7 I 2.784'--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE 0 OPTIONAL BOTTOM LOCKS,(1)6-FROM EACH SIDE XSASH. 26 27 NOTE:BALANCE PARTS USED n INSIDE INSIDE MAX,VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10,11,15,16 -—— -————————— — —————— ———————— ——— ———— MAX. 2.71a, FIXED LITE DAYLIGHT 25 OPENING f OUTSIDE 25 MAX.FIXED LITE DAYLIGHT OPENING —MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 MAX. HEIGHT 21 2. 46 n HIGH OUTSIDE SILL 2.,'30 T LOW T- I SI MAX NT 1 DAVYELIGHT 49HIGH SILL LOW SILL HEAD 'AMB OUTSIDE OPENING 68 fl 2.710' PRODUCT r(EVIS13D 11 coniplyingMth the PIM11a OUTSIDE 53 as I.F.FRAME 28 A"4pWuw MIs , 6 53 —T 2.94" .do 2.3W' . 52 (LOW SILL) SILL} 63 SEE NOTE ABOVE 54 64 67 3 ULTRALIFT 12 ULT 9\ .NLY —nONL12 SECTION C-C YRALIFT SECTION B-B RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL VERSION) (HEAD DETAIL-FLANGED 1070 TECHNOLOGY DRIVE SECTIONS 0, N.VENICE.FL 34275 m L-MM� ALUM.SINGLE HUNG WINDOW IMPACT P.O.BOX 1629 NOKOMIS,FL34274 Visibly Aeuereneec A.LYNN MILLER,P.E. F.1c Nall a 11 dt14tT 20 F FL P.E.#58705 ITEM DWG.# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 4002A' FLANGE FRAME HEAD 612225 60 1636 SCREEN SPLINE-.136 DIA HARD 61635K 2 1155 98 X 1,000 QUAD PN,SMS 781PQA 61 ISCREEN CLOTH 61810 3 4003C FLANGE FRAME SILL LOW SILL) 612226 63 605 IGLAZING CHANNEL(.688 X.600) 8533402 6 1626 ADHESIVE OPEN CELL FOAM PAD 7PA01626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,j/16 X 112-7116 LAMI 62BVI S10 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL HIGH SILL) 64061 8 4026 SASH STOP(EGRESS)1,126 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,318",6/8",OR 11/16" 70 SILICONE,DOW 899,996 OR EQUIV, 10 1080 BALANCE COVER,3I8"OR 5/8" 6BALCVR916 80 A GLASS,5116"LAMI,(118-A490 PV8,118"A) 11 08 X.750 PH"PN.SMS 7834AA 81 B.GLASS,6/16"LAMI,0/8"A,090 PVB,1/6"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT .82 C.GLASS 5/16"LAMI, 118"HS„090 PVB,1/B"HS 13 1086/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16”LAM.(118"A.090 PVB,1/8"A) 16 #8 X 1 PHILLIPS FLATHEAD S.STL 7BXIFPAX 84 E.GLASS,7/16"LAMI,(118"q.090 PVB,I/8"HS) 16 1080.1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7116"LAM,(11B"HS,.090 PVB,116"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13116°LAMI IG;1/8'r,AIR SPACE,5/16"LAW 116"A,090 PVB,1/8" 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS.13/16"LAM.IG;1/87,AIR SPACE,5118"LAMI.(118"A.090 PVB,1/8"HS 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13116-LAN!IG,118'T AIR SPACE,511 6"LA I,(1/8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64064C 89 J.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"A) 23 40060 SASH TOP RAIL 64006 90 K.GLASS,13116"LAN IG;107,AIR SPACE,7/16"LAMI,(3116-A,090 PVBA116"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13116"LAMI IG;118"T,AIR SPACE,7/16"LAND, 3/16"HS,.090 PV0,3/16"HS 26 1096 SWEEP LATCH 71098 92 M.-GLASS,13116"LANG IG;118-A AIR SPACE,5/16"LAM, 1/8A.090 PVB,1/8"A) 27 1016 #8 X.825 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2 784 30 1226 MTP.,BULB VINYL STP249 31 4008 SASH SIDE RAIL 612231 082 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32"X251WX1" 71622K I' 3,05 38 1052 LAMI IGSETTING BLOCK I"X314"X1/16" 71062K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1225 VINYL GLAZ BEAD BULB(THIN) GTP248K 41 40390 GLAZING BEAD,6/16 LAM,GLASS, 640390 47 FRAME.I.F.HEAD 42 40448 GLAZING BEAD,6116 LAMI WGRILL KIT 844703 #4071A,6063-T8 44 4222A GLAZING BEAD,7/16"LAMI 64222 45 9650 GLAZING BEAD.7116"LAW W/GRILL KIT 6986 �$ FRAME,I.F.LOW SILL 46 4067 GLAZING BEAD,13/16"LAMI I.G, 64067 #4072A,6063-T6 47 4071A FRAME,I.F.HEAD 64071 2.908 PRODUCT IulvfssD 48 4072A FRAME,I.F.LOW SILL 64072 m crmptyiap m8hSim Weft 49 4073A FRAME,LF.HIGH SILL 64073 2 374 Building Code 50 40748 FRAME,I.F.JAMB 64074 1 c irm DNta <3 1 Q.Q�o„j 52 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .002 NOM n 53 1088 SPRING,SILL LATCH EGRESS 7SPRNG THICKNESS 4 71 MiumI adepmd°at Gmlr°► 64 2740 SILL LATCH(EGRESS)(NIGH SILL) 62740 2. 1 65 1014 SCREEN FRAME(HOR.&VER.) 61014 •062 NOWT 56 1630 SCREEN CORNER KEY WRINGS 71830 THICKNESS •'i 111,i 57 1631 SCREEN CORNER KEY WOUT RINGS 71631 is f, 58 1073 SCREEN SPRING 7CASP •,,:, ; —59-T 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K50 FRAME, I.F.JAMB 49 FRAME,I.F.HIGH SILL #40740,6063-T6 #4073A,8063-T6 (USED AS RADIUS TOP HEAD) ax t—i WO7ECHNOLOGYDPJV PARTSLJSTN.VENICE.FL 3a276 —W IL-- TALUM SINGLE HUNG WJIVDOW IMPACT P.O,GQX 1628 a N' --R„� A.LYUI WaE'R,P.E. NOKOMIS.FL 34274 V bly Better N7$ d11 d04t}20 F FL p.E.#68705 F.K. 9/l 2td3t07 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 iI.F.FRAME I 2 I�----�2.764� 2.830 2.330 1.36 91 1 082 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 I 1.749 O FLANGE FRAME SILL (LOW) [BOSS ELD #4003C,6063-T6 I 6 or 50 LONG CREW 1 SEALANT OR GASKET (2) L12.710 I AT HEAD AND SILL .062 .082 .490 .040 �-1.451+�T Jf VIEW D-D VIEW E-E (1M&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O FLANGE FRA6ME5JAMB O #4026 ,6063.05 17 SASH s3,6 a rOVER _ _ FRAME CORNER 0050 RUCTION 4. (USED AS RADIUS TOP HEAD) 1.165 f�— —J- '�T 44SS .878 1.342 1+-2.279-- 2.326—+] 1 349 1.096-1�--��� ff T •062 41 GLAZING BEAD,5/16" #40396,6063-T5 2.155 1.979 .ofi2 � � 1.707 .062— SASH SIDE RAIL .062 31 94008,6083-T5 21 FIXED MEETING RAIL 2S SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4006C,8083HS-TB #4007,6063.75 #4054A,6063HD-T6� 050 .060 '678 rrsonucT n6YIseD 676 42 GLAZING BEAD,5/16" wcan,plyinga4thtwFl"tida #40448,6063-T5 OWidngCodo 2.326—+-I USED A"^pta"COTb«°'O 1.098—I�sl T ( ) Gpi .062 rat'm Date �QI 2.946 44 GLAZING BEAD 7/16" rGl o ;r�"a�r.o,i„ctc�xi,hnl 3.446 #4222,6063.75 � 062 2.638 .683 Ori .,1 a�,�.�N 1 t r77 .678 1 1.097 al\��' ,::,;�'�, 050---���� GLAZING BEAD,13/16”IG I+-2.784 1.115 #4067,6063-T5 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" 69 #4051A,6063-TS #985C,6063-T6 � ✓^— -� #4050A,6063-T6 (USED WI GRILL KIT) t! EX R-dgr Voir '%�.'•. =�-pis :`.:c R. 1070 TECKNOLOGY DRIVE TRUSIONS&FRAME CORNER DETAIL ;...••.Ir,c:r:r'�:,;;c?i:;` N.VENICE.FL 34279 Tei' r,..`.�� ).� ..•ti %��♦ �— ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BON 1920 1 7• I t, oe aw El NOKOMIe,FL 34274 vwbly Better tl saw! amu a°"�°a"a e..: A,LYNN fu♦II.PER,P.E. F.K 911105 J.J. 2/23/07 SH700 Helf 7 - 11 4040.20 F FL P.E.#58705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. (ANCHORAGE_NOTES: WINDOW HEIGHT 1 ANGHORTYPES: 1 1/4 ELCOTAPCONS__y ELCO S54 CRETE•FLEX SUBSTRATE: 26.603 1 34.603 40.603 46.603 1 52.603 56.603 64.603 76.000 3412SCREWS ANCHOR TYPE: M�N� Z Co p N Z Z M�N Z Z r�Q N Z Z M O N Z Z M�N Z z m 0 cq Z 'Z cl) z Z 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS ,.l O—O cif O'�O'T O O a O' O, O d,4 O r O N O O'1 O w 0 FOLLOWING DIMENSIONS. WIDTH TYPE 0 6 O U U U 0 U U U U t} U U U U HEAD-18 172"MAX.FROM TOP CORNERS 1 1 1 1 1 1 1 1 1 i 1 1 1 i 1 1 1 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS C,b E,F,G, ....1 ._..... _........... . .._._....._.................,.._..... .........._..... -......... ..,. ................._...__......... .... ......, ..............._ ...__._......_ 15"MAX.FROM BOTTOM CORNERS 19125 H,I,J,K,L 1 2 1 1 1 6'MAX.BELOW MTG.RAIL 1 1 2 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 2 3 2 2 3 3 SILL-ANC ORS NOT REQUIRED A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1(1 1 1 1 21 1 1x221 lil. 222l222222132233 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, i 1 1 1 1 i 1 t 1 ry i 1 1 1 1 1 1 1 i 1 i 1 1 t QUANTITIES USING THE DIMENSIONAL CRITERIA OF _.._ _.__.. .. ..._._._—..._ ....- _. _..__. _.__,_.... ...._. NOTE 2. HIJK,L 1 2 111 1 2 1 2 1 2 1 2 2 2 1�2 2 2 2 2 2 2 x 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 24400 _... 1 1 1 1 1 1 1 1 1 1 1 1 1 11l� 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR c q8}M+S ._. _. _.. FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS m— 'X 1 211 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2f2 2 2 212 2j2 2.2 2 2 2 3 2 2 2 2 2 3 2=2 2 3 3fi3 21'2' 3 3 ARE1"LESS. I 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1 2 1 2 2f2 2.3.1_...2 2-1-212- .a..3..1 2-2'1'i '2'[3'1 212'1'2. . _ _.,_..................3'ill' .. ....._.i,...-.3-14 _-. _ .'1'3 ...._.. C,D,E,F,G, 1 1 1 1 1 1 1 ! 1 1 _ ..__. ._..... ..._.. .._�..... 2. i i 1 1 1 1 1 1 1 1 3 2 3 2(2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32,000 ry i 1 7 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A g M _ -•-----�-- - -- - - — MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 2 1(2 2)2 2 3 1 2 2 2 2 3 1 x 2 2 3 2 3 2 2 3 2(3 2(2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 x 3 3 414 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 „1 ^t„ 1 1 1 2 1 1 2• 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN PR SSU E FOR THE H,I,J,K,L 221222231 2232322232322232323233423 33343_$ 34353344 E R O 37 0444 I RESPECTIVE SIZE 1 1 1 2 1 1 2 1 2 2 7-1` ° 2 2 1 2 2 *;1R' 2 2 1 2 AND GLASS TYPE IS E SBM 2 2 1 2 2 2 213- 11-2121-3.23' 2I2 2 3 2 3 2(a 2 3 2 3`2f-3 Y 3 3 4 2 3 3 3 3 4 $j3 3 4 3 5 3 3 4 4 AVAILABLE. PSF 79 40.000 H,I,J,K,L 221 22223222323222323232324213333423343 .. .... C,D,E,F,G, 2 2 2 2 2 2 2 2 1.2 2 2 2 2 2 2 2 2 6 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 Ag'M 22 1221221321223232(2232132(3232142(33i33�42331.4353(33;4453344 PSF 79 TABLE KEY: 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 MqX PSF _._...-_._. .... __._... 2.1-i ._. ...-,.... ... M... ._....._......-.._ 44.000 H,I,J,K,L 222222232223232233242(3333423333423 34353334453445 QP LIMITED) 118 PRODUCT'REVISED 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 uacmuplyingwithRwllmida _._. ,..._.._. _,... HEAD 2 ouii code A B M .... ..-. _. l._.. .... ....... .. ._... ._. O O 2 2 2 2 2 2 213 2 2 2 3 2 3 2�2 3 3 2 4 2j3 3�3 3�4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3�4 4�5 3 4 4(b ACcepmnco Nn PSF T9 79 JAMB ABOVE 2 3 tz vrat Dnta r I MTG.RAIL _ ._. 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW Nfiomi n o ro c msi0i 46.000 CH,I,J,K,LG 222 222 222 223 2?2 223 324 223 323 324 223 3�4 3x4 23 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 f 6 3 f 4 5 5 yG RfUt A B,M _2_ 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 2 2 2 3 2,212'13 3(4 2{3 3 3 3 4 2 3 3 4 31,4 2 3 3�4 3 5 3 3 3#4 3�5 3 3 4�5 4(6 3�4 515 (FULL DP) ssll'fIi ,. PSF 72 79 79 HEAD 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 JAMB ABOVE 2 3 _. _. _ �.._. .. ._.._..... ...... _. ... ._._. _ I........... t.., ..- - G.RAIL .;s 53.126 N,f,J,K,L 222{22223222;3342334314233434333(A3153344463{4454163456 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 __._ .... __ _.... — _ _..,., ... -_..�.......2 J MIG.RAIL i AB,M 2 2 212 2 2 2 3 2'2 2�3 3 4 213 31,4 3�4 21,3 3f4 3�4 3 3 34 3 6 313 4�4 4 5 3 3 4;5 4 6 3 4 4(5 Y• oma RMtblx dmb+me ,, ,1.!L:i:+i: ;•./r, ,. ANCHORAGE SPACING, 1/1 WINDOWS fw-aY paNWna 1070 TECHNOLOGY DANE --. --• ��,";�,_''•:'.... ' ^'• N.VENICE.FL 34275 rntr �.',• :}i ,;"�LS.J; R .: ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1320 smile "swr �: A.LYRIN kvill!C�Ft,P.E. Orean oam: a uw: NOKOMI5,FL3427A Visibly Better F.K. 712$145 J.J. 2t2310T ax7ao NTS 8 11 4114020 F FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: — 1. ANCHOR TYPES: 1.1/4"ELCO TAPCONS WINDOW HEIGHT 2-114"ELCO S84 CRETE-FLEX SUBSTRATE. 29.655 37.155 44,655 52.155 59.655 67,1551 74.656 76.000 3-#12 SCREWS ANCHOR TYPE, o c.) 0 0 a 0 0 0 In 01 0 'M 0 L) 2.ANCHOR LOCATIONS ARE BASED ON THE vj Q z z WINDOW GLASS ,3 0 0 0 0 0 0 0 WIND 0 0 �: C.) (-) HEAD-181/2°MAX.FROM TOP CORNERS JAMBS-17112"MAX.FROM TOP CORNERS c)0 z z cj 0 z z v�co) Z_Z z z cq 0 z-z'q 0 z z'q 0 z_z FOLLOWING DIMENSIONS: cli 0 0 0 0 0 WIDTH TYPE C,D,E,F,G, I&MAX,FROM BOTTOM CORNERS H,I,J,K,L i R i -i I 2-r'i i .21 F'i if-ik I i il i 6"MAX,BELOW MTG.RAIL 19.125 1 1 1 1..1 1 1 1 1 1. 1, SILL-ANCHORS NOT REQUIRED A,13,M I , 11 -)'i i f 12- lij if2 �l2 3 '2 i 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. C,D,E,F,G, 1 1 1.- --11-1.'1 ii I -i 1 12 [2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 24.000 H,I,J,K,L314 i 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS -i-.2 2 2 3 3 -2'-i--i12 4[2 21­ j it'i I"-' -J­ ARE I"LESS. A,B,M -2-5�� i1i I i -fi 2 if i 2 3 2 TFI ill flil Wfl , PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A ,E'F o PHKD A,B,MS� 212 2 P C�D,E FG, H.1,J K L 2 t2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A C,D,E,F,G, I 32.000 H.I.J,K,L, 2 TAil-3, -ifi i i-i, 3 2 OLD rT MAXIMUM DESIGN PRESSURE WITRTHE QUANTITY 1 2 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE A,BX 2' 2 3.3 3-3 2 2 �T-3 4­1-3'* 3-j'2 4 14 4[i 'ij'i41-i MAXIMUM DESIGN — I l 'i-l'i TF, '�Ti'�I ]Ail'i i 131 if"I I I PRESSURE FOR THE PS 59 67 79 RESPECTIVE SIZE C,D,E.F,G, 2 1 1 2 1 2 2 2 2 1 2 AND GLASS TYPE IS AVAILABLE. 37,000 H,I,J,K,L I l5ffFi iTi*12 2 il'3 2f'iil'i 3 4 3 1 1 2 1 1 2 1 2 2 2 2 1 1 1 2 2 142,1 I d il,- i-- ir-. �Vfll�fil�. .- - 2 13 2 iii 3131 3 44 12 1 TI.T 7 12131 m ABM li, 2 2 ±-J34 3 PSF 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 2 2 'i2 2 H,I,J,K,L 3[ilij,3 21*� 1, T' �.v. 3 40.000 1 -3 k I� " 3 3 3 3 41'i 31 i 3 4!' 4-T 1"3 5 1 . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 . 2'. 2i2 2 2 2 A,B,M - t 'il"- - , 41i �14 �' 3 41i �14 41'4 if TABLE KEY: PSF 49 179 56 79 79 MAX PSF C,D,E,F,G, 2 2 2 2 2 2 2 1 2 2 2 2 2 2 1 2 2 2 2 2 2 2 1 2 , ii.ij 2 411 li �i 1� if... ..11� 4 (DP LIMITED} 117 PRODUM'Rrvisw 44.000 H,I.J.K,L -171 —1 F1 2 2 i 12-272 3'l'3 "il i 'i 1-4 2131313HJ4 '3"13" 413 1 4 1'-3-1'3" 3 4 1'� cm,pl),ijig%vith ilia Ficf(doi 2 2 2 2 2 HEAD 3 Building d. DI6 A'B'M 2 2 JAMB ABOVE 3 3 AL,, P',' NoIII I F1 -211 i[i-iF2 ild I -1-i �I�' 21313[3 414,313,5 4 MTG.RAIL PSF 79 79 1 n�y 45 74 61 74 JAMB BELOW mfivu C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 1 2 3. 2 1 2 2 1 2 2 3 1 2 1_2 3 2 21 _3 li 3.1.i if il.fl T MTG,RAIL 0 H,I.J,K,L 414 4&00 -11-irlTl.-ff-1 -iF2 21 '-2Ti-31 �13k!4 4Wili 4[6' 514 41 413 614 2 2 2 1-2 2 2 2 2 2 .2 2 2 3 2 2 2 2 2._.3,._ ...2 12 3 2, (FULL OP) 41' W4'ili � Filk A,B,M -i 'o -if jj 21-i 1-i 4j'31 HEAD 2 1 2 2 4- 4 4 PSF 41 67 46 67 76 79 JAMB ABOVE 2 2 2 2 2 3 2 2 3 3 2 % i361 2 3 3 C,D,E,F.G. 2MTG.RPAL --i-iff�Tl-fllTi 1 313 4 4 4, 41 ii'4 JAMB BELOW 53.125 H,I,J,K,L il 3- 414323i" '14,14 4141''li 1 14 E DE' F PSF G L 54 7" 12+2 1 1 1 12 1' ' 1 59 HK 2. 2 1 T A BM 1 1 PSF 56 C.D 1.E,F.G 2 H J K.L 2 A 3 4 PS, )w 2 2 2'-2 3'3 2 2 2 1 _ _3 1 2±3 2 3 3 2--- 3 1 3 2 3 3 [��! �f 2 2 2 2 3 3 2� MTG.RAIL A,B,M IF2- F3 31 i 3 _� I T1 K2 41'il'3 41- 4 ANCHORAGE SPACING,STANDARD VIEW .. ........ N.VENICE.wiawy- 070TECHKOLrORWE ALUM.SINGLE HUNG WINDO W,IMPACT lwduv mW wp;W7 P.O.116X 1529smc A.LYNN MILLER,P.E. M jl 11 1�"�4040-20 FL P.E.9 68705 NOMIS.FL34274 Visibly Hater NTS 9 F.K. 7129105 J.J. 223!07 ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JOWS" CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE?. ANCHORAGE NOTES: WNrD HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: I-IN'ELCO TAPCONS SUBSTRATE: 17.125 1 22.668 2B.211 33.764 39.296 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX - 3-#12 SCREWS ANCHOR TYPE: al,,,ul 0.al,,ol o 0 a 0 0 0 a a 0 0 0 0 0 0 0 2,ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING z z 0 z-z 0 z-z 0 Z-z OZ_ZMO,Z-Zc,)Oclz-zmocyz WINDOW GLASS a ONO 0 CII� 0 ON OO c1r 0 0 CIC11 Ocl 0 0 C11 DIMENSIONS: WIDTH TYPE H 0 0 L) HEAD-181/2"MAX.FROM CORNERS JAMBS-171/2"MAX.FROM TOP CORNERS D,E,F,J, I I 1 1, 111/2"MAX.ABOVE THE MEETING RAIL 19.125 K.L. 2 2 2 2 2 2. -2 .2 _.2 . . .2 2_1 2 3 2 3 3 ..2 L,3 3 I- 1 -1 1• 1 1 1 8"MAX.BELOW MTO.RAIL 24.000 1-1 - . . .1.1.....1.1 -I . -1-1-1-1- 1.1....-....., 15"MAX.FROM BOTTOM CORNERS K,L j­ 3 3 3 3 3 3 3­ SILL-ANCHORS ANCHORS NIX REQUIRED D,E.F.J, I 1 1 1 1 1 1 3,DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM _2 1., 1_ 2_ - i. -Im- - --- -- VIEW WINDOWS FROM TAB i i i 3 3 2 3 4 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR 32.000 i-- LES T.AND 8.USING THE K�L 1 1-12 2 2 3 4 3 4 5 3 6 , PSF 79 'ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. L 1 -2 1.,AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW 37.000 D,E,F.J, 1. 1 1 2 2 2_ 1 L. 2 1 WINDOWS ARE 12 6W MIN,TO 38°MAX, I - ji K,L '1 *3 2 3 3 3 4 3 3 3 4 3 4 4 1 5 2 1 2 2 2 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 1 1 79 1 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40,000 B-4FA 7F2 2 2 ?_j 2 2 2 2 _2 2 1"LESS. K,L 2 -3.1 3.1. 3 .._2..4 3 11.11 4 1 4 1 5 6.DESIGN PRESSURE LIMITATIONS: 1 -11 4 1 3 1 4 4 3 5 5 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD PSF 79 76 79 77 79 79 1 79 1 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F J1 2 2 22 2 2 2 22 2 2,1. 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS T K,L - ,-Y 2 2 3 .. 4 4 4 4 5 4 3 5 4 1 6 5 4 8 SHOWN IN BOLD, OTHERWISE,THE MAXIMUM DESIGN 79 79 71 79 73 76 PRESSURE FOR THE DA,PSF 78 79 70 '. -TT-F-T3 F 271_2 RESPECTIVE SIZE AND 48.000 F, 2 2 2 2 2 3 1 2 3 2 2 3 2 2 --d - GLASS TYPE IS K,L 3 3 3 4 4 4 6 4 5 5 4 6 5 4 AVAILABLE, 7.KEY: PSF T 71 79 -83- 71 79 t164 74 66 77 - 69 69 - TABLE 2 2 2 0- T2 2 2 1 2 3 2 2 3 2 2 3 3 2 3 3] 2. 3 53.126 D,E,F.i. S.. MAX PSF K,L 2 4- 4 4 5 6 LIMITED)FRI 2-� L E2 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD JAMB ABOVE 2 SASH HEIGHT TABLE B, MTG.RAIL SUBSTRATE- 12.776 776 16.776 18.776 21.776 1 24.776 27,776 30.776 1 81.106 (FULL DP) ANCHOR TYPE.' 0 Z -.1, -.1--Z -Z 0 z z HEAD 2 WINI55—w— TI - 28 1- . 8 c%f CIE c 8 PRODUCI-RFVISCD WIDTH I - '. I I I JAMDABOVEJ 4 1 19.125 1 1 1 2 1 1 2 2 1 2 2 2 2 2 2 2 -2 2 1 2 2 1 2 1 2 2,1 2 1 2 MPG.ML as wilplyin8 Nvith floplodm Buil'ung cde 24.000 2 1 2 -1 F2 2 2 2 2 2 2 2 2 3 1 2 1 2 3�1 2 2 AccopLluooiTol I C ----- -2 3 2 2 3 2 3 3 2 -3 3 :E N W121 2FT -4 ] 2 3 32.000 2 2 79 37.000 —-- -2 3-1 2 1 3 3-F-2-f-3 -3-7-3 T-3- -4-F T-F-3 TABLE 8.KEY: Minn r,Pd.,C6t;j� 2 1 2 2 2T MAX,PSF 74 2 3922 40.000 [--T7[-2 LT 2 1 2 -2 3-1-2-FT-3 2 1 3 4 1 3 1 B 4 1 3 1 4 4 1 3 4 (OP LINTED) 112, 68 1 78 JAMB BELOW [ 27 44.000 —T--T-2 " -2- - 3 3-T—$ --T-3—T-3 WrG,RAIL zz 4ill --2 4 2 2 _2- 3 2 3 7 72 -79 48.000 2 1 2 2 2 2 2 3 -4-T-3-1-3 (FULL DP 58 68 72 2 -7-3T --- JAMB BELOW P-�-- 53.125 .--2-T-2--T-2 2 MTG.RAIL 2 _��2 3 3 1 4 3 1 4 4 3 5 3 4 5 3 5 1070 TECHNOLOGY DRIVE . ANCHORAGE SPACING,CUSTOM VIEW ....... N.VENICE,FL 34276 P.O.B(?FL 34214 wtibly&tter X 1529 ALUM SINGLE HUNG WINDOW,IMPACT A.LYNN MILLER,P. E. NOKOMIS, 10 & 11 1"4040-20 F FL P.E.#58706 LGWFrJKY)r a W7t29jU5 J.J. 16W I EXTERIOR INTERIOR NOTES: ALL HEAD AND SILL DETAILS) 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 1-3l4"MIN.EDGE (CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314". 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G6)OR (SEE NOTE 1 8 3) (SEE NOTE 4) 1"MIN.EDGE 114"SS4 CRETE-FLEX. 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE WMAX. 13/8"MIN.,1/4"TAPCON 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE •1.314"MIN.,1!4"CRETE-ON 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 OPTIONAL 1x 0 1318" 11/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOODBUCK � MI, ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 6.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 14" 1/4" 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 SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 912 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE 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 1 1/4" 13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN MIN, 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4"MAX.SHIM l ;: 1/4"MAX:SHIM U 7,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1-3/4"MIN EDGE 1'+MINTEDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. 1 CONCRETE ANCHOR, I WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR lx BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D HORAGE 1/4" 518"MIN.EDGE 2-1/2" BEDMENT MAX: SHIM WOOD FRAMEMAX, PHODUCPHEVISED O --WOOD FRAME ;� SHIM d m crnnplylug with Ow Pluridn Unlldin®Code 131`DIA.MIN. 5/8"MIN.ED Amopt...NO16-0714.0¢, Lexpi,utan D^,e YI 2-1/2"E EDMENT x 2 1/2"NAIL, e 13µ y AT CORNERS Minn,l)ndcPrnduet 1A1AM1N AND 5"O.C. SAT CORNERS'r WOOD FRAME ANR 6 O err 6/8"MIN. - EDGE Il!II III r 4 r � T 131"DIA.MIN. - AMAX. x 21/2"NAIL SHIM AT CORNERS ?.• :.;;i<;t:r '.;<;-> _ AND 5 O C 2-1l2"EMBEDMENT DETAIL F,(HEAD) __'"DETAIL<E (JAM ) DETAIL G,(SILL) /`TYP_IC/_AL.INTEGRAL FIN ANCHORAGE oeb: rserrane GE DETAILS 70 TECHNOLOGY DRIVE <;r:r,i>I:.•', e P.O.BOX 1528 ecff_ ALUM.SINGLE HUNG WINDOW,IMPACT '''r;�'��''` ;,.�'•�` VLslb&Beller s.>veeseaa.• sme sore OmFx Dela raeu.a wb: NOKOMIS,PL34274 �^e pe" A.LYNN #587�LER,P.E, F.K. 8/f/O6 J.J. ?29/07 aMoo NTS 11 d 1 J 4040 20 F�� FL P.E.#b8705