Loading...
HomeMy WebLinkAboutNOA, Windows z66�,o 3 FILE COPYOR �IEWEOEFOK D� COMPLIANCE MIAMI•DADE Ta L CIE CC��V MI-DADE COUNTY 9 _ BOCC D CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIGRESOURC, -ES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION hlv�t-1kv tr hJ (786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NO www.miamidadLgov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 ST. Lucie County, Permitting 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 de 7asn esigne o with the Florida Building Code, including t Velocity Hurri ne ZonDESCRIPTION: " H-700"Aluminum Sng Window—L.M.I.APPROVAL DOCUMENT: Drawing No. turn. Single Hung Windo pact", sheets 1 through I of II, dated 09/01/05, with revision G dated 06/06/17, prepare y manufacturer, signed and sealed by Anthony LyoMffler,9. 2M Product Control Revision stamp with the Notice of Acceptan by the Miami-Dade o Product Control Section. MISSILE IMPACTissile Impact Resistant. LABELING: Each ubel with the manufacturer's na or logo, city, state, model/series, and folloroved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.06 and consists of this page 1 and evidence.pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.08 MIAMI-DADS couNTY v o t Expiration Date: March 26,2021 Approval Date: November 30,201,7 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test;Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) Manuel ere P.E. Product Contro Ex*'x iner NOA No. Expiration Date: March 26,2021 Approval Date: November 30,2017 E-1 ii PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTU4UED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-4647 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) Man el ere P.E. Product Contr 1 Exafininer NOA No. 7- 30.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 I ' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC 511 Edition(2014)and FBC 6th Edition(2017), dated 06/22/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC 6th Edition(2017), dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. 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. 07-032Z06) 4. Laboratory compliance letter for Test Reports No. FTL-4646,FTL-4647,FTL-46481 FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06,issued to PGT Industries, Inc. for their Series "SH-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and expiring on 03/26/21. U. -0630.08 P.E. Product Cominer NOA Expiration Date: March 26,2021 Approval Date: November 30,2017 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES STANDARDS USED: •2017 FLORIOA BUILDING CODE(FBC),6TH EDITION •2014 FLORI.A BUILDING CODE(FBC),5TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E13DD-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION A.5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090'KURARAY TROSIFOL°PVB(BY KURARAY AMERICA,INC.) •ALUMINUM DESIGN MANUAL.ADM-2015 OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •Alsl 510 1E B.6116"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A •Alsc ssalo .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY TROSIFOL*PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX a PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 -- E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL 9PVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 G.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A HORIZ.SECTIONS............5 .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6 H.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS....................7 OF 1/8"HEAT STRENGTHENED GLASS WITH A.09D"KURARAY TROSIFOL* PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL..............7 OR.090"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 I.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL7 PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A - .090"KURARAY TROSIFOL-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 7116"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE Material Min.Fy Min.Fu OF 3116"HEAT STRENGTHENED GLASS WITH A.09D"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksi 120 ksi OR.090"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UltmCor& 155 ksi 177 ksi L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS -:s- 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi WITH A.090"KURARAY TROSIFOL 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 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A 6063-75 Aluminum 16 ksi 22 ksi .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 36 ksi 58 ksl Gr.33 Steel Stud 33 ksi 45 ksi 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES 1-3,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 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. PRODUCT REVLSPD m ccmNying with the F70."ide 0uilding Codc 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A�44ytmrc4l o 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTI-4651,FTI-4723,FTL-4957,FTL-4958 AND FTL-5063. uy ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Mimn Dade Prod u1 G ALUMINUM DESIGN MANUAL 111I t t r r r f i 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). _* No.5&705 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. _ �pQ STA 01, 1070 TECHNOLOGY DRIVE °'°w"" �i���S'•.!RURIOP.•''G?� N.VENICE,FL 34275 GENERAL NOTES (941)460.1600s7ONAI a•b: CERT.OF AUTH.8292M ALUM.SINGLE HUNG WINDOW,IMPACT JR G&W17 G UPDATED ANCHORAGE TO FBC 2017. coPm crrtcmn a.�ame ma sr,� tM"s^I* Re.- A.LYNN MILLER,P.E. o••Re,: oma alror: xruousra�s.wc ® SM00 NTS 1 d 11 4040-20 G FL P.E.#58705 F.K. 9105 J.J. Z23/07 AUR�cRrsR�Rveo -- Part# Description Material 1 jjV;G7LASSBITE 71 Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 73 Quanex Dumseal Spacer Materials 41 1/2"NOM. 74 Cardinal XL Edge Spacer GLASS BITE REFEREN 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS —I 090 PVS INTERLAYER 09oPVBINTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 6/16"NOM. 7/16"LAM(NATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: X1 , EXTERIOR INTERIOR LITE IG OUTBOARD 71-74 UPGRADYBE ED 1 � (ALL SECTIONS) UPGRADED TO 3l16" WITH NO CHANGE IN PVB"= DESIGN PRESSURE. KURARAY TROSIFOL 112"NOM. 112"NOM. PVBINTERLAYER GLASS BITE46Gor LASSBITE SAFLEePVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70t/8 ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13118"NOM. 13/16"NOM. 13116"LAM[IG GLASS W/5116"LAM[ 86,87,88 or 92 13116"LAW IG GLASS W/7/16"LAMI 89,90 or 91 ALUMINUM SILICONE HOT-MELTBUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL SUTYLENE 5116"NOM. FAGDUC'I'l2fiNlSGO STRUCTURAL SILICONE 511fi"NOM. SEAL e,complymaWith the Florida 3116•NOM. SILICONE SEAL r POLYISOBUTYLENE 114•NOM. FOAM BUTYL 8 9uitdin6 Cote WITH DESICCANT WITH ROLL-FORMED acxcctvnce No I •og DESICCANT DESICCANT FOAM STAINLESS STEEL E);"1 i.1DJ1e f 7�jQ2! EXT.GLASS EXT.GLASS EXT.GLASS By_ EXT.GLASS F.1i6cni ado Prndncl 04 1t141111 � ' �ON...LYNN,y� INT.GLASS INT.GLASS INT.GLASS INT.GLASS .�P��.•'' L,ICENy�'•:�C!': KODISPACE 72 SUPER 73 DURASEALO 74 XL EDGE'T1 _'Tt r NO.58705 71 4SG TPS 0 SPACERWNXTT"1 SPACER SPACER = o " 1o7o TECHNOLOGY DRIVE °"°�'" -�O.c� '• sra Ep w N,VENICE,FL 34275 GLAZING DETAILS '',;�5+ '•',40R�oP.•_••`G7.`` (941)480-1600 �S1Q tM`_N\' ar a`r Re"dmc CERT.OFAUTH.#29296 ALUM.SINGLE HUNG WINDOW,IMPACT '��,�;AL JR 06N8H7 G NO CHANGES7NISSHEET. coPmic"romn �' �*' e p^bM' n,r. A.LYtJN IiASLIL�R,P.E. Gr..nei:uu� ObUW ps' PGTM"USMESMG SHOO FUII 2 + 11 4040.20 G FL P.E.#58705 'F-K 91f106 J.J. ? m, IeuwanTsaESEnvco 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT .0. WIDTH GLASS TYPE 63" 66" 1 rs1 70" 72" 74" 76" MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +B0.0 -80.0 +80.0 -80.0 1+80.0 -80.0 +80.0 -80.0 HT. SW A,B,M +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 H 52" 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 "X SAS 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 1 UPTO531/8" C,D,E,F,G,H,I,J,K,L +60.0 -80.0 +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 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT O" WIDTH GLASS TYPE 38 318" 1 44" 506181, 63" 72" 1 74" 76" HT MEETING RAIL 0. A,B,M ,+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 .70.0 +70.0 -70.0 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 X" SASH 52" A,B,M +80.0 -80.0 +BD.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 88.8 +67.6 67.6 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.D -66.7 +65.5 -65.5 i UPTO63118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 -70.0 +70.0 -70.0 I CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 75"INTEGRAL FIN) US "�' WIDTH GLASS TYPE 17118" 2211/16" 28 3/16" 33 3/4"' 39 6116" 4413/16" 50 3/8" 55161161, SASH 631/8" D,E,F,J,K,L4® +80.0 -80.0 +80.0 -80.0 +80.0 -81).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 l GLASS TYPES: TEST REPORTS TABLE 4. I "N s sH A.5/16"LAM(- 1/8"A,.090,1/8"A) FTL4647,4648,4723,4957 B.5/16"LAMI-(1/8"A,.090,1/8"HS) FTL 4647,4648 C.5/16"LAM]-(1/8"HS,.090,1/8"HS) FTL•4647,4648 D.7116"LAM I-(3/16"A,.090,3/16"A) FTL4645,4885 E.7116"LAMI-(3/16"A,.090,3116"HS) FTL-4645 F.7/16"LAM[-(3/16"HS,.090,3/16"HS) FIL4645 ' G.13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL-4646,4723 PRODUCT REWM H.13116"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS FTL-4646 13�ngCade b? t)uilding Cade • I. 13116"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1l8"HS,.090,1/8"HS) FTL-4646 AccgtlnnceT4o/ 'D6 0i�21 Ex iru[k r[Y4lc J.13116"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"A FTL•4649,4650 D K.13/16"LAMI IG-1/8"T,AIR SPACE,7116"LAMI-(3116"A,.090,3/16"HS) FTL-4649,4650,4958 ! -i ud.Product L.13/16"LAMI IG-1/8"T,AIRSPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) FTL-4649,4650 11 I s M.13/16"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI-(1/8"A,.090,118"A) FTL-5063 `�����a.••••••NN�j \ ,.•' Nall- 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. _*; No.58705 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 0'. TEo �� 5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1070 TECHNOLOGY DRIVE LIMITATIONS. N.VEM.E,FL34275 DESIGN PRESSURES ',ASS;'<OR1pP• G��� j (941)480-1600 wv.eel: [bra CERT.OFAUTH.02929C ALUM.SINGLE HUNG WINDOW,IMPACT 1�r,ft1,,,u`� JR 06/06/17 G NO CHANGES THIS SHEET. �, - - w.wom. R..: A.LYNN MILLER,P.E. cGRrw T-11 w..Rer. me.: c�,a"a n�c RGr wous. .Nc. ® SH700 NTS 3 11 4040-20 G FL P.E.#58705 F.K. 911105 J.J. 2/23107 1 LLLRIGMSRESERVEO I 53118"MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED DLO(ALL) D'�'"� I C 75"MAX.. EE DLO STABLE 0 j p .t HEIFHT STA DLOA O A HEIGHT STABLO O C HEIGHT —-- - - 76°MAX. 76"MAX. 76"MAX. FLANGED FLANGED FLANGED SEE DLO 38 7/16' HEIGHT HEIGHT — HEIGHT TABLE x SMASH SEE DLO SEE SEE DLO (MAX-) HEI HT TABLE X � NOTE4 TABLE X NO E4 48 1/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH 1/1 r� B E--j 75"MAX. I 75"MAX. I I.F. I.F. SEE DLO I HEI HT E—J HEIGHT TABLE SEE DLO O j TABLE O j 76"MAX. 76"MAX, FLANGED FLANGED HEIGHT HEIGHT L--— - I SEE DLO TABLE X j J SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT r=aoDucr aevls a.,ccmplyittq with LLu 171 r e (3uitd:'I Code e Acceptance No 17 063D.D R�pimIi-Dste DETAIL D DETAIL E �� 2( VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) 13y KIM'Dade Prpov p NOTES: �`�d\�....L[7 2j 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ``�� �ICENSF•.�(�� 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. = No.58705 ' 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. _•u _ T•�ATEOFI�•'•�/�. f070 TECHNOLOGY DRIVE O N.VENICE,R34275 ELEVATIONS "/�S ''c�ORID0.•'• ��� leap CE,FL 34ONAL lR" °°� CERT.OFAUTH.#zeaee ALUM.SINGLE HUNG WINDOW,IMPACT '' t n t n t `' JR os/0s/17 G NO CHANGESiH/SSHEET GOP w .201t seams. —„ sn.oe ,m R.v A.LYNN MILLER,P.E. °a"s — 6eStl- 1' PGl a neG RES INC. ® SH7oo NTS 4 m !1 4040 20 G FL P.E.#58705 F.K. 9/1Po5 J.J. ?/23/07 ALL RIGHi5RE5FINC. �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 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 9,10,11,15,16 31 ------------- MAX. 2.710" -- FIXED ] g OR 17 LITE DAYLIGHT 25 OPENING D OUTSIDE 25 Imo--MAX.FIXED LITE DAYLIGHT OPENING 1 MAX.WIDTH T 6 SECTION A-A OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 MAX. HEIGHT 21 2.946 HIGH OUTSIDE I SILL 2.330 — LOW MAX. DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 68 2.710" I.F.FRAME 28 53 II OUTSIDE I Y•RODUCT REVISM') ttis complying Mil%tlta Fbxifa 6 Building Coda C 53 Accaptancs-No 17,0 C 2.946" Expiration DBtC G ) 52 (LOW SILL) L(HIGH SILL) 63 By M1im dc SEE NOTE ABOVE 54 64 a '°Pf�S SaoLYNIV 67 3 30 ULTRALIFT 12 ONLY ULTRALIFT No.56705 — 12 ONLY SECTION C-C SECTION B-B RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) ,�0p , s Are o 107N?VENICE FOL 392D79� SECTIONS 0, •.�4ORIDP.•'•�t,�� er• �: CERT.OF LTH.#29296 ALUM.SINGLE HUNG WINDOW,IMPACT , �ONAL L I�NG�`` JR 06 &17 G NO CHANGES THIS SHEET. s a.e sm"• ¢ro"e a..tyw R..- A.LYNN MILLER,P.E. CGPYRIGHT0301) .-r o�.: cnafm mmc u riwusREs,wa ® SM00 Half 5 d 11 4040-20 G FL P.E.#58705 F.JC 9H705 J.J. =607 tRants RESERVID 1 ITEM I DWG.# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# 1 1 4002A IFLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 CIA HARD 61635K 2 1 1155 1#8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6'33402 b111 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16X1/2-7/16LAMI 62 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 4029 SPIRAL BALANCE,3/8",5/8",OR 11116" 70 SILICONE,DOW791,899,995 OR GE 7700 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"A) #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAW.(1/8"A.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) - - 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(3/16"A.090 PV8,3/16"A) 15 1 1#8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAM].(3/16"A.090 PVB,3/16"HS) 16 1 1080-1 1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAW,(3/16"HS,.090 PV3,3/16"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAM]IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAM]IG;1/8'T,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 ].GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAM]IG;118'"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;1/8'T,AIR SPACE,7/16"LAW,(3/16"A.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 IM.GLASS,13/16"LAMI IG;1/8"A AIR SPACE,5116"LAMI,(1/8"A.090 PVB,1/8"A) 27 1 1016 1#8 X.625 PH.FL.SMS 7858 2.878 28 1 4007 ISASH BOTTOM RAIL(LOW SILL) 612230 2 784 -7_Tj 30 1 1226 JWSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAMISETTINGBLOCK3/32"X25/64' 71622K �0 1455 36 1052 LAMI IG SETTING BLOCK 1"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 4039B GLAZING BEAD,5116 LAM.GLASS. 64039E 47 FRAME, I.F.HEAD 42 1 40448 JGLAZiNG BEAD,5116 LAMI W/GRILL KIT 644703 #4071A.6063-T6 44 4222A I GLAZING BEAD,7/16"LAM] 64222 O FRAME, I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAMI W/GRILL KIT 6985 4$ #4072A,6063-T6 46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 2.908 47 4071A FRAME,I.F.HEAD 64071 48 4072A FRAME,I.F.LOW SILL 64072 2.374 49 4073A FRAME,I.F.HIGH SILL 64073 FPODUC7 REVISED 50 4074B FRAME,I.F.JAMB 64074 us—piping ith the Florida P irilding Codc 52 1 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .062NOM Ac.cptnacoNol 'p7y$D.pg 53 1 1088 ISPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71 .ro Date /2p21 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2.71 Ev . 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM ] Dado a3acc Co 56 1630 SCREEN CORNER KEY W/RINGS 71630 THICKNESS 57 1631 SCREEN CORNERKEYW/OUT RINGS 7163117- 58 1073 SCREEN SPRING 7CASP ���a•' �ICENSFf�` 59 1624 SCREEN SPLINE-.135DIA FOAM 61624K OFRAME, I.F.JAMB •.,p 50 #4074B,6063-T6 =7k:' 0.58 705 49 FRAME, I.F.HIGH SILL _ #4073A,6063-T6 (USED AS RADIUS TOP HEAD) --0 .t 1070 TECHNOLOGY DRIVE ' i �'• sTA O N.VENICE,FL3d275 PARTS LIST %C<s'•.F[ORIDP,,•' �C�� m� a"waa CERT.oFnuTHazs2ss ALUM.SINGLE HUNG WINDOW,IMPACT ��'�SJ�ONAL JR 061MI7 G NO CHANGES THIS SHEET. 5s.wwse s+..c un.+ox". rm., A.LNAljW LE ,P.E. COf'YFW"T 0101> o ro"ar. oax amaa t vaT...—mm ® SH700 NTS 6 d 11 4040-20 G FL P.E.#58705 F.K 911105 J.J. 2I23107 nu aw"rs nFgmrea I.F.FRAME SEALANT ALONG ENTIRE JOINT I 1 or 47 B I.F.FRAME }-- -2.784 2 .os2 I II II 1.363 2.830 2.330 .U62I 6 or 50 O FLANGE FRAME HEAD ,... 1 #4002A,6063-T6 (�-2.784--+! 1 749 O FLANGE FRAME SILL (LOW) WELD --- #4003C,6063-T6 I 6 or 50 ALONG- - --- SCREW SEALANT OR GASKET BOSS(2) 1 I AT HEAD AND SILL 12.1710 J-. �-�-1.513�{ .738 .062 ,490 .040 .062 ++ f--1.451—�T VIEW D-D VIEW E-E (1/1 8 VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FLANGE FRAME JAMB O SASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION #4004,6083•T5 O #4025,6063•T5 #4053.6063-T5 — — — .050 (USED AS RADIUS TOP HEAD) --� 1.165 I+— I .678 �{ 1.342 2.279 2.326— +' 1 1.096—�r—►I� r--- � IJ -- .062 1.3as GLAZING BEAD,5/16" I(�_{�y�yt, 1.707 a #4039S,6063-T5 .062 rtnl 2.155 .062 1.979 I � � 31 SASH SIDE RAIL 5 062 1 94008,6063-T5 21 FIXED MEETING RAIL 23 SASH TOP RAIL LLL 28 SASH BOTTOM RAIL(LOW) #4054A,6063HD-T6Q #4006C,6063HS-TO #4007,6063-T5 .050 •678 050 ' 1.096—{�—�� T —L.s78 42 GLAZING BEAD,5/16" 2.328� T (US#40ED W,GRILL T5 II+— 1.096���{ II (USED W/GRILL KIT) .6 MpCr RFvi the 062 107 , w c,Building im g wile the F1JTib0. Ruiidinp Code 2.946 O GLAZING BEAD 7116" AeeeplaneeNo 17'0102D.og 3.446 #4222,6063-T5 *' l f3 _38 .6835pindtcT 6 .9 .062—► I I —1�—�1.097 ��� ir, os9-- '67B 46 GLAZING BEAD,13/16"IG �.���aNY LYNN�i.,� I---2.784— �I 1.115 �ICENS 69 FLANGE FRAME SILL(HIGH) gg SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" _ No.58705 #4050A,6063-T6 #4051A,6063-T5 4985C,6063-T5 (USED W/GRILL KIT) _ 1070 TECHNOLOGY DRIVE erab°ir p ?Z''�:•�` N.VENICE,FL 34276 EXTRUSIONS&FRAME CORNER DETAIL .p TE a (941)489-1609 (C31'•.;e<ORIDP;.. \C�� CERT.OFAUTH.#2M ALUM.SINGLE HUNG WINDOW IMPACT ''.S'/ NG`� JR O6/0&H7 G NO CHANGES THIS SHEET: r i O�L ��` mem ey: onm: cn.�me o-am: COPYRIGMmgpt) au+rrtmay: ew. SM4 Dn�lb "rr. A.Lfawi E. FK 9/1/0.5 J.d 223/07 PGnnouswes,nc. SH700 HBIf 7 m 11 404020 G FL P.E.#58705 N.L RIGWS R..... i j ANCHOR QUANTITIES FOR Ill FLANGED WINDOWS TABLE 5 ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 SCREWS INTO METAL SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76,000 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: p U U ❑ U U p U U R co p U U p U U p U U p U U ❑ U U 3-912 SCREWS WINDOW GLASS niU�O�OriU�O�OciaNO'�O�iUNO�OciU"iO' O�iU`�OrOcico 0NO^Oc� UNO O 2.ANCHORLOCATIONSAREBASEDONTHE WIDTH TYPE U U U U U U � U U U U U U 9 U U 3 U U FOLLOWIING DIMENSIONS. HEAD-18 1/2"MAX.FROM TOP CORNERS 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 JAMBS-17112"MAX,FROM TOP CORNERS _. _ H,I,J,K,L 1�2 1i1 1;1 1j2 1,,1 1!2 2;2 1 2 2 2 2 2 2 2 2t2 2 2 2i2 272 2f2 2i2 2;2 2 2 2;2 2 2 2T3 212 3j3 15"MAX.FROM BOTTOM CORNERS 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 6"MAX.BELOW MTG.RAIL _,—. ._...... _. SILL-ANCHORSNOT REQUIRED ABM 1 2 11 1;1 1;2 111 1;2 2 2 1;2 2 2 2`2 2;2 212 2'2 2;2 2i2 2;2 2 2 2i2 2 2 212 2'i 2j3 212 313 -- C,D,E,F,G, i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR _ ._... ..,._.- .- .-_....-___ ____ _ .____-._,_ ___... _ r_._. __ _._ __..___ _ __ QUANTITIES USING THE DIMENSIONAL CRITERIA OF QUAN ITT 24.000 H,I,J,K,L 1!2 1 1 1 2 112 1(2 1f2 2i2 1 2 2j2 2'2 2;2 2j2 2i2 2 2 2{2 2i3 2j2 2 2 2'.3 2 2 2 3 3;3 2 2 3 3 NOTE 2, 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 Ag,M _.;__ I _.,_ _._.'._ __ _..,.., ._.. ._T. .,_- _. _.._. .-...__ ...._ _ �. � . 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1 1 1 2 111 112 1,2 1 2 1 2 2,2 tit 2;2 2 2 2;2 2j2 2j2 2;2 212 2j3 2`2 2.2 2,3 2;2 2.3 313 2i2 313 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 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 ARE 1 LESS. H,IAK,L 112 1 2 2j2 2;3 li2 2(2 2;3 1.2 213 2j3 2.2 2(3t2;j','3 2 2 2j3 3+3 2 2 3 3 3(4 3;2 3.3 3'4 3(3 44 5.DESIGNPRESSURELIMIYATIONS: 32.000 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A qgM .- _I:. .. ..___ _ ____.,__. _... �. BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1j2 1 2 2':2 2 3 1;2 2j2 2;3 1 2 2';3 2i3 2 2 2 33 2'2 2I3 3;3 2,2 3f3 3i4 3,2 3:3 3;4 3j3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 1 1 i 1 1 2 ._1... _._1. ..2.._._�_. __?._?_.._1_. _2._ ._2..._1.. 2 ._z._.._1_ __2._ ...2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE _ ._ .__ . .._ __.. -` r MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE H,I,J,K,L 2�2 1;2 2 2 2 3 112 23 2�3 2;2 2i3 2(3 2i2 2 3 2 3 23 2I3 314 2 3 3�3 3 4 3 3 3 4 315 3 3 4I4 SIZE AND GLASS TYPE IS AVAILABLE. 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 6 SEEN NOTE 4 SHEET 11 FOR METAL SUBSTRATE ARM 0 E _3 REQUIREMENTS. 2;2 112 2:2 213 112 2,3 2)3 2 2 213 213 Z 2 213 2.3 2;3 2:3 314 213 3.3 3}4 3,3 3 4 3;5 3{3 4j4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.D00 H,I,J,K,L 2 2 1;2 2i2 2.3 2'2 2j3 2j3 2j2 2j3 213 2j3 2!3 '2 4 2i3 3f3 3jd 2j3 314 31b 3i3 3 4 4,5 3 3 414 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221±2222:3222132;32j22i323232;'32.4233f33{4233j43�5333:4453l344 TABLE KEY; PSF 79 MAX.PSF 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 (DP LIMITED) 118 44.000 H,I,J,K,L 2 2 2 2 2 2 2f3 2f2 2;3 2i3 2.2 3j3 2'4 2(3 3 3 3i4 2'3 3I3 3j4 2'3 3 4 3j5 3 3 3;4 4;5 3,4 4;5 HEAD 2 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 JAMB ABOVE 2 3 A 2 2 2 2 22 2j3 2,2 2;3 2{3 2.2 3i3 24 2'3 3 3 34 2 3 3 3 314 2;3 3i4 3 5 3j3 314 4 5 34 4;5 MTG.RAIL pt20DUCF REVISED PSF 79 T9 JAMB as cumpl7ltegwidl Wu D C,D,E,F,G, 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 3 2 2 3 2 Z MTG.RAIL 1��d�,;� l�D(a3 8 ._ ._..Y_. �,_..__—__..__..._.._,.__......._— —(_ _...,.._ __. --i.__._j_.. 4LhR6 i 48.000 H,IJ,K,L 2 2 2i2 2 2 213 22 2 3 3j4 2`3 3)3 3,4 2 3 3,4 314 23 3 4 315 3;3 3;4 3i5 3;3 4j5 4I6 314 55 FULL DP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 HEAD 2 m:7 n'Dadc PmduttC ARM 2 2 2F 2 2 213 2l2 2 3 3:4 2.3 313 314 2l3 3 4 3,4 2'3 3r4 3,5 3;3 3!4 3,5 313 4jb 4'6 3.4 5I5 r PSF 72 79 79 J `� 7�7i7 JAMB ABOVE 21 3 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 J MTG..RAIL p1`l LYAI _ . .._ .._. ._.. AMB BELOW \GEMS 53.125 H,I,J,K,L 2 2 2j2 2 2 2 3 2 2 2 3 3 4 2 3 3?4 314 2{3 3 4 3?4 3,3 34 3'5 3 3 4j4 4 6 3 4 4 5 4 6, 3.4 5.6 �C,,�L �•' 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 SEE TABLE 1 FOR =Tt No.58705 AB,M _... - ----2 2 _..-.,...... --- r- .—....__. FULL DP 2 2 2-1 2 2 2 3 2 2 2:;3 3 4 2 3 3'4 3i4 2i3 3i4 3',4 313 314 3:5 3 3 4'4 4 5 3;3 4'5 4 6 3 4 4;5 =� j 1070 TECHNOLOGY DRNE °svar�" �O '• ItSATE ) N.VENICE.R 34275 ANCHORAGE SPACING, 1/1 WINDOWS ' �` ,� (841)480-1600 >ma i CCs••..(ORIDP,.•'G\?� RovN ay. cok wV.ao: CERT.OF AUTH.p7B295 ALUM.SINGLE HUNG WINDOW,IMPACT ''�`s/O JR O6fifiNT G NO CHANGES THIS SHEET. ® s.tsxv� ate. aw.e n.++vra, rt... A.LYNM � R?P�t. fAPYRIGaiOfit> a.Pne,c mm: am- n21 i,uaicats aFscavEo PG1 wOUSTRffS,wL SH700 NT$ B e 11 4040-20 G FL P.E.#58705 F!G 7@9l05 J.J. 2l23/OT ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1.ANCHOR TYPES: 1-1/4"ELCO'ULTRACONS OR#12 SCREWS INTO METAL SUBSTRATE--- UBSTRATE: 29.655 37.155 44.655 52.155 59.655 1 67.155 1 74.655 76.000 2-1/4"ELCO SS4 CRETE-FLEX PE.ANCHOR TY ❑ U .0 ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ O U 3-912SCREWS WINDOW GLASS °'ONZ ZrnON2 ZchONZ Zc'10NZ ZraONZ Zm0NZ�Zc?ONZ Za�O�Z�Z �i 0 O 0 c�i O O 0�i O 0�0 c O O 0 C4 O 0'—0 ci O O O c t O' O�i� O O 2.ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE U U U U 3 U U U U ?� U U U U U U U U FOLLOWING DIMENSIONS: 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 HEAD-181/2"MAX.FROM OP CORNERS H I J K L _._ _ ._ _ _ _ _______ _. JAMBS-171/2"MAX.FROM TOP CORNERS 1 1 1 1 1,1 2.2 2 1 2.2 2.2 2 1 2 2 2 2 2 2 2 2 212 2 2 21Z 2`2 2 2 2'2 3 Z 212 3;2 31 2'Z 3!2 19.125 15"MAX.FROM BOTTOM CORNERS 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 1 6"MAX.BELOW MTG.RAIL 1 1 111 1.i-1 2!2211 2-22j221 222!2 2 2 212 212 2i2 2;22i22'.2223i2223i23;222312 SILL-ANCHORS NOT REQUIRED PSF 79 3.INSTALL PER THE ADJACENT TABLE ANCHOR 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 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 24.000 H,I,J,K,L 1 1 1j1 1 1 2 2 1 1 2I2 2•:,2 2;2 2;2 2i2 2(2 2!2 2i2 2;2 3 2 312 21 3;2 3i2 2`2 3 2 3 2 2!2 3 2 NOTE 2. A,B,M 1 1 1 1 1 1 7 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 i i 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1+1 2 2 1;1 2 2 2;2 2i2 2 2 2 2 2�2 2!2 2i2 2[2 3!2 3 2 2,2 3i2 3�2 2!2 3(2 3j2 2'2 3f2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS PSF 68 77 ARE 1"LESS. I C.D,E,F,G. 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 5. DESIGN PRESSURE LIMITATIONS: _ _ IZE 32.000 H,I,J,K,L 1 1 1 1 1 1 2;2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3,3 3 3 3TH A ;2 313 3!3 2 2 3,3 4,3 3j2 4'3 4f3 3; 4;3 gOLDBTALCiZED VALUE ABOVE THEM,LOCKS OF THE ADJACENT EINDICATEA A,B,M 1 `7 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 2 2 2!2 2 2, 3 3;2 3I 3 3 j 312121313 4,3 312 413 413 3 2 4 3 OF ANCHORS SHOWN IN BOLD,OTHERWISE,THE PSF 59 67 79 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,J,K,L — _,,...._L.....� _. L.... 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE 37,000 1 1 1i1 1 1 2 2 2i2 '2,2 2!3 2,2 2!3 3;3 2(2 313 313 3 3 4;3 3r3 3'Zii� 4�3 3'2 4;3 4',4 3'2 4!3 REQUIREMENTS, ABM 1 1 1 2 1 1 2 1 2 2 1 2. 2 1 2 2 1 2 2 1 2 _�. ._... __.._......_. _-r----2-- ._. __. .T._...1 1 1(1 1 1 2 2 2!2 2I2 2i3 2'2 2 3 313 2 2 3!3 3j3 313 4:.3 3i3 3 4 3 3i2 4;3 4 4 3I2 413 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 2 2 2 2 2 40.000 H,I,J,K,L 111111 222i2222132!23331322334j3313433333434'43i34�34:4313513 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 TABLE KEY: A,B,M .,--- __ .._.... -... ....-- ---- .._.__. . ... .. _.__. .. .. 1 1 1.1 1 1 2 2 2i2 2�2 2 3 2 2 3;3 3 3 2�2 3.3 4i3 3 3 4i3 33 3 3 4,3 4 4 3`3 4r3 4 4 3 3 513 MAX.PSF PSF 49 79 56 79 79 (DP LIMITED) 117 1 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 HEAD 3 44.000 H,I,J,K,L i 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3'3 4'3 4 4 3'3 4 3 4(4 3;3 4 3 4 4 3 JAMB ABOVE 3 3 I 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 MTG.RAIL PRGDUC7'REYIS}� 1 1 1�1 1 1 212 2 2 2 2 33 2i2 3 3 3,4 2'3 3;3 4 4 3:3 4'.3 4,4 313 4i3 4i4 3 3 4!3 4:4 3i3 5':4 JAMB BELOW as cnmµiying wuh(to Fugitg PSF 45 74 51 74 79 79 MTG RAIL L7ulldiog Code J nccaDtance Wo! -0 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 ktoiratie.Date 2021 _T. _r. 3:' _. _. _ ._.._ .. _ .. ..,r 48.000 H,I,J,K,L 711111 222`222332,2333`433334;43;3444 zi 43.34;44i44 35j44;44'35i4 FULL DP By 1 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 HEAD 2 a hde PrOdUct Corttto j t.•^. mi _ .. _.... ..___. .....--_ _..�. -___........ ... .._f-__ I 1 1 1 1 1 1 212 2 2 2 2 3 3 2-2 313 3;4 3 3 3!3 4(4 3;3 4 4 4 4 3'3 4;4 4!4 4�3 5':4 4,4 4 3 5!4 JAMB ABOVE 212 PSF 41 67 46 67 76 79 MTG.RAIL �,�`��vV LYf)rN ,, 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 3 3 2 3 JAMB BELOW !t/ 4 53,125 H,I,J,K,L 1 1 1 1 1 1 2 2 2'2 2 2 3 3 3'3 3 3 4'4 3"3 4!4 4`4 3;'3 4'4 4!4 3`3 4 4 5`5 43 5'.4 5'S 4'3 5I4 MTG.RAIL P? gyp' A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 SEE TABLE 2 FOR *;� No 56705 1 1 1 1 1 1 212 2:2 2 2 3 3 3 3 3 3 44 3!3 4i4 4 4 3 3 4i4 4.4 3 3 4.4 514 4 3 5i4 5'4 4e3 5'4 FULL DP - o ! iD7T TECHNOLOGY DRIVE N. D00tl�''`' S7 7E OR N.VENICE.ENICE,FL 34276 ANCHORAGE SPACING,STANDARD VIEW ' (941)46D-t600 rss �CCs''•:�4oRIDA..•'' R� o3ras�17 c NO CHANGES THIS SHEET. CERT.OF ALITH.#29296 ALUM.SINGLE HUNG WINDOW,IMPACT %�,S/pNp""'E�1G��� j COPYRp xll ]�T. s. g� gr."e o-ftft w. A.LY'Nryll LeA,P.E. I 4Yxn By. On; fYWd:ppB Oeb: pGT WDIIST(11[g,WC. F.K. 7/29/05 J.J. 2/23/D7 ALLRpNTgPE9ERVED SH700 NTS 9 > 11 4040-20 G FL P.E.#56705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 SCREWS INTO METAL ANCHOR TYPE: ❑N U U ❑ U U ❑ C.) U ❑ U U 01 U �O U U 2-1/4"ELCO SS 4 CRETE-FLEX z�?O ZZ O Z Z Z OZ ZmO Z zc?OzZMO z Z 3-#12SCREWS WGLAS M O Zrc1l ZO WINDO O N O O O N O O N O O N O O aTO O O N O O t`T O O 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLO WIING WIDTH TYPE U U U U U U U UU UU U U U U DIMENSIONS: D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-18 1/2"MAX.FROM CORNERS 19.125 K,L z z 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3. ..3 8 3 JAMBS-17 1/2"MAX.FROM TOP CORNERS RAIL D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"11 /2"MAX.ABOVE THE MAX.BELOW MTG.RAIL 24.000 TING K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 15"MAX.FROM BOTTOM CORNERS SILL-ANCHORS NOT REQUIRED D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - -- 32.00D K,L ... .. - - - - �- - '"' ""' ""'"' 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM-- 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR 37.000 .D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. ...._- _. --.. .. K,L 4.AVAILABLE SASH HEIGHTS FOR "MAX. 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 5/8"MIN.TO 38"MAX. PSF 79 79 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE K,L I" 1 �- 2 2' 2 3 ._S. 3 4. ..3 4. 4 3. 4 _4. ...3.. _.5 .._4 ..4 _5.. 5 ..4. .8 1"LESS. PSF 79 76171 77 79 79 79 6.DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM K,L 1 1 1 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS PSF 78 79 70 79 71 79 73 76 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN 48.000 D,E,F,J, 2 2 2 2 2 2 2 ! 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS K,L 1 �1 1 2 2 3 3 { 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 TYPE IS AVAILABLE. 7. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. PSF 71 79 63 79 64 74 66 77 69 69 TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 __._. _ ......... ..... _.... _...... MAX_PSF K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 SEE TABLE 3 FOR (DP LIMTED) 112 FULL DP ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MT'G.RAIL SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. o 0 0 ❑ L) o o o 0 0 0 0 0 ❑ o 0 0 0 0 0 o (FULL DP) n O N Z Z �'?O N Z Z r?O N Z Z e?O N Z Z R O N Z Z n O N Z Z m O N Z z e'a 0 N Z Z WINDOW v p O N gg O O N 0 ONO O O N pp O O N p 0 O N Q O O N gg 0 ' 8 HEAD 2 WIDTH $ 0 g 0 0 0 0 3 0 0 5 0 0 5 0 0 5 0 0 5 0 JAMB ABOVE 4 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 MTG.RAIL 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 2 3 TABLE&KEY: PRODUCYREVISED s-M*ing with Etc Flood building Code 37.000 79 MAX.PSF nc�nu=LNG( �O�n3DZ18 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 (DP LIMFTED) 112 F. D-A- ,�21 40.000 74 JAMB BELOW 2 By 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 1 4 IVTTG.RAIL M.ia DadeF odt f� 44.000 2 2 2 2 2 72 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 FULL DP :�\\��ON Y /y ., �� ..• �,tCENSF••,��'� 63 72 79 Qr JAMB BELOW 2 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 MTG.RAIL =*; No.587o5 53.125 73 58 66 72 SEE TABLE 3 FOR - 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 FULL DP ?' Q!; 1070 TECHNOLOGY DRNE s ATE0 �••(��` N.ECH FL34275 SPACING,CUSTOM VIEW CAS '•:°<ORIDP.••' 184l)480-te00 /�� iS�ONAL Br o+� Ncrauu: CERT.OFAUTH.92929. ALUM.SINGLE HUNG WINDOW,IMPACT III, t,i JR OB/OCW17 O NO CHANGES THIS SHEET. Kyt ema s•,.e em.(a,rc rw A.LYNN MIlt P.E. ._. Dnrm By. PoM Ll,mkeC Oak: PGTwD STM.INC. 7ANCHORAGE d PIG 7/29105 7 2/2307 nuwGNrsneseaveG SH700 NTS 10 11 4040-20 G FL P.E.#58705 i NOTES: 1-3/4"MIN.EDGE EXTERIOR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) WOOD ANCHOR(SEE NOTE 2&3) APPROVED 1/4"ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-1/2"MIN.EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4'FOR ULTRACONS INTO CONC.,2-112"E.D.FOR (CRETEFLEX ANCHOR) (SEE NOTE 1&3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC. (SEE NOTJi 1'MIN.EDGE 2•FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5), 3.35 KSI MIN. i 1/4"SS4 CRETE-FLEX FOR DETAILS B&D OR 0.131'0 x 2-1/2"COMMON NAILS(F1667 NL CM CONCRETE S-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS,TYPE I,STYLE 10—FIN MOUNTED 1 3/4"MIN. ONLY(SEE DETAILS E,F AND G THIS SHEET) OPTIONAL 1x 1 3/8" 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE WOOD BUCK O MIN TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ---- (SEE NOTE 3) 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 1/4" ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. _ MAX. 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM Mom' 6063-T5 AND A MINIMUM OF V8"THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL A DETAIL B SHIM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045" THICK.THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1-114"MIN.EDGE(CMU) 1-3/4"MIN.EDGE(ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 2-1/2"MIN.EDGE(ULTJCRETEFLEX INTO CMU&CRETEFLEX INTO CONIC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN 1-3/4"MIN.EDGE(GONG.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1/4"MAX.SHIM—�-I �— ': 1 3/8" 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS, :;-Lh 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. •�'.°' 1/4"MAX.SHIM•�{ 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO O CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 1,• CONCRETE ANCHOR, 1"M N EI DGE FLORIDA BUILDING CODE. FH BELOW MEETING AWIUllllll RAIL.(SEE NOTE 2) WOOD ANCHOR, FH BELOW MEETING 3.35 KSI MIN.CONCRETE RAIL.(SEE NOTE 2) OR 1.5 KSI MIN.CMU ��l INTERIOR (ALL JAMB DETAILS) 11x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE(SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' 518"MIN.EDGE 2-1/2"EMBEDMENT MAX, SHIM 1/4" WOOD FRAME MAX, O WOOD FRAME _SHIM 0 131"DIA.MIN. 5/8"MIN.EDGE P20DUCTREVISED as complying with the Florida In 2-1/2"EM EDMENT x 2 1/2"NAIL, l 'Wilding Code .131"DIA.MIN. r' 1 I AT CORNERS IV I A—pmncai4.i I -06 0.08 x 2 1/2"NAIL, AND 5"O.C. ' Erpirntion Dam i Zp�y I AT CORNERS I' II r WOOD FRAME $y AND 5"O,C. SB"MIN.EDGE 1 Mi Gni ado product -4 1/4" 131"DIA.MIN. x 2 112"NAIL, O '0 NY N i� MAX. AT CORNERS �`�0• N2/j SHIM C1.•'' VICENSF'•.�j AND 5'O.C. 2-1/2"EMBEDMENT � Q•;' � ' DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) Tt '. ND•58705 TYPICAL INTEGRAL FIN ANCHORAGE �'•, E �7 1070 TECHNOLOGY DRIVE 5+tlt°0iC 0�'•, S7A Epp f ••�/� N V9,N�B•o; 75 ANCHORAGE DETAILS '.SOO ,C�ss•;"<OR..... FF2 �107 ceRTDFAGTH,pzesgs ALUM.SINGLE HUNG WINDOW IMPATIA. I'1 sm anx®9/1/OS J.J. uialonisTnESEo SN700 NT$ 11 11 4040-20 G FL P.E.#58705