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Notice of Acceptance (4)
i MIAMI•DADE M1AMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 111805 SW 26 Street,Room 208 . BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) MMmiamidade.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 i ithin•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"Sli-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled "Alum. Single Hung Window,Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series; and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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 E 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 I followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is i displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.08 and consists of this page 1 and evidence pages,E-1,E-2 and E-I,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peirez,.P.E. + NOA No.16-0714.06 MIAMbDADE COUNTY Jt/� f + Expiration Date: March 26,2021 Approval Date: August 18,2011 Page 1 1 NO EXCEPTIONS TAKEN x� i MAKE CORRECTIONS NOTED RFASE AND RESUBMIT REl_CTED ? .1 SUBMIT SPECIFIED ITEM CH=CKING IS 011 °f THE DFSIGIV CONCEPT OF Tm • 0. __ aNCE ANTI THE INFC;RMATIOI GIVEN Iw DCCUv!,,I1'''S. CON= TRAICTOR IS RESPOINSICLE F`)R DIMEN'5IQNS FG 9E CON= FIRMED AND CORRC.L-ATW AT THE JOG SITE; FOR INFORMATION THAT PERTAINS SOLELY TO Tiis FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTIONI AND F00 e3bRWNATION Of THE WORK OF ALL TRADES, > i 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 1 through 11 of 11, dated 09/01/05,with revision F dated 051 5116,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. i' 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 p,'er 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 Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717; FTL-89.68 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 202-9�4 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TA,S 203-94 6)Forced Entry Test,per FBC 241+1.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an 'aluminum single hung window,with fin frame,prepared by Fenestration Testing Labo atory, 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,TA'S 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 E - er OA No. 16-0714.06 Expirat t ( j Appro t 1 E-1 1 ; i i i I i E I PGT Industries,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE;SUBMITTED B. TESTS(CONTUgUED) 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 Laba'ratory,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 Labora#ory,Inc., Test Reports No.FTL-4649 and FTL-4723, dated 10/6/05 and 08/11105,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 2414.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin fi-ame,.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 2011-94 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 tinder NOA No.05-1018.01) i i Manuel I P7fe—z'jP.E. Product Control ti0iner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 ' i i i i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED i C. CALCULATIONS 1. Anchor verification calculations and suctural analysis, complying with FBC-5t�' 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 Butacite0 PVB Glass Interlayer"dated 04/25/15, `expiring on 12/11/16.. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" 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) i 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-49471 FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. i 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 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 i ' � I GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ® •ALUMINUM DESIGN MANUAL,ADM-2010 A.5116"LAM[CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) •AISI.SIDD-07/52-2010 OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY 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.7116"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7/16"LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/6"ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13116"LAMI IG:(1)LITE OF 1/B"TEMPERED GLASS,AN AIR SPACE AND 6/16"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) HORIZ.SECTIONS............5 I.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090"KURARAY BUTACITE�PV13(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 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 CORNER DETAIL..............7 .090'KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND V16"LAMI CONSISTING OF(1)LITE OF 3116"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 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) 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 .09D'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 W1 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. PRODUCT REVISED S.SHUTTERS ARE NOT REQUIRED._._ unI,Codc i avclyf th On Pic" AacepimcoNu 16=o t ,2a'Zl 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. itat' Date 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. By ANSUAF&PA NDS FOR WOOD CONSTRUCTION M,a ni adu Product Cuotrc� ALUMINUM DESIGN MANUAL )/ - .. -e_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 \ ��`,..•••• i, HURRICANE ZONE(HVHZ). 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. I'' it JR 05)05110 F ADDED SPACERS TO SHEETS GENERAL NOTES 1070 TECHNOLOGY DRIVE ✓�',57��'`• :...;`', �':'� N.VENICE,FL 34275 um, ��i.,')`,),tl ..1•J\�� ma B"Wbm ALUM.SINGLE HUNG WINDOW,IMPACT , P.O.BOX 1529 am.: 0-ft, n»: A.LYNO'1N4ILLER,P.E. NOKOMIS.FL34274 Vuibly Better F.K.�1 Q"�J 21 shoo NTS 1 �+ 11 404020 F FL P.E.#58705 _ F.K. 911105 J.J. Z/23/07 Part# Description Material 1 1 71 Kommeding 4SG TPS Spacer System 72 Quanex Super SpacernXrwith Hot Melt Butyl See this Sheet for 73 Quanex Duraseal Spacer Materials 41 1/2"NOM. 44 1/2"NOM. 74 Cardinal XL Edge Spacer GLASS BITE GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8968&8970 70 37 70 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 09D PVB INTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116-ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7116"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 ar 85 NOTE: EXTERIOR INTERIOR LAMI IG OUTBOARD 71-74 71-74 a LITES MAY 1 1 (ALL SECTIONS) UPGRADED TO 3/16° WITH NO CHANGE IN DESIGN PRESSURE. KURARAY BUTACITE 112"NOM.. 1/2"NOM. PVB INTERLAYER or 46 GLASS BITE 46 GLASS BITE SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 _.flp 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .09D PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE 118"ANNEALED OR TEMPERED GLASS 118"TEMPERED GLASS 13/16"NOM. 13/16"NOM. 13/16"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 PRODUCT REVISED ALUMINUM as complying wilt eta FlatdR -REINFORCEMENT _. '3 i dwe 7��� - _ _ ._ SILICONE HOT•MELT BUTYL POLYISO- DESICCANT FILL AREA Acccplau�Pb t -0 ' -,4 STRUCTURAL BUTYLENE 5/16"NOM. Ex irnt' Date Y t ' STRUCTURAL SILICONE 6116"NOM. SEAL 1/4"NOM. FOAM 3116"NOM. SILICONE SEAL Dy POLYISOBUTYLEN WITH BUTYL& ROLL-FORMED. Miomi Lade Pradact Coo WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL FOAM EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT.GLASS INT.GLASS ""�-Fl"%>'.•! , INT:GLASS KODISPACE O SUPER 73 DURASEAL0 7< XL EDGE`"" ^ " 5"'Yor, 77 4SG TPS 7z SPACER NXT'"' SPACER SPACER K '`% 6 ly 6 ors R ;.1'E JR 05105/16 F ADDED SPACERS. GLAZING DETAILS 1 r �:�it1i.1'•' ". �; n, 1070 TECHNOLOGY DRIVE '�i�;.�; •;•,l:>.,�` N.VENICE,FL 34T75 11%11 Ai.. o.re R"wrana• — ALL/M.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1528 ems: sne�e p„�Rq w„ _ A.LYN MIL ER,P.E. NOKOMIS.FL 34274 Vtstbty Better SH7W Full 2 d 11 4040 20 F FL P.E.#58705 Fx B/1/05 J.J. 1/W07 III FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 1 70" 72" 74" 76" MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 1+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. 60" A,B,M +80,0 -80.0 +80.0 -BD.0 +80.0 -80.0 +B0,0 1 -80.0 +80.0 -86.0 +80.0 -80.0 +79A+775!9 0 790 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 X" SASH 63118" A,B,M +80,0 -80.0 +80.0 80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76,9 +754 -754 UPT0631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 80.0 +80.0 80.0 +80.0 -600 +800 800 +800 800 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION TABLE 2, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" i 63" 72" 74" 76" 48" A,B,M +80,0 -80.0 +80.0 -80.0 +8 .0 +80.0 -80,0 +70.0 -70.0 +70.0 -70.0 An.�'nq HT. MEETING RAIL 60" A,B,M +80.0 -80.0 +80.0 -80.0 +8 .0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 62" A,B,M "X" 8 H +80,0 -80.0 +8D,0 -80.0 +8 .0 +76.8 -78.9 +70.0 -70.0 +68.8 -68.8 63118" A,B,M +gD,O -80.0 +80.0 -80.0 +8 .0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 UPTO631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80,0 -60,0 +80.0 -80.0 +80.0 -80.0 +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 WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT,W/SASH=76"FLANGED AND 76"INTEGRAL FIN) W T' MINUS WIDTH GLASS TYPE 17118" 2211/18" 28 3/16" 33 3/4" 39 6116" 4413/16^ 60 3/8" 66 16116" -Da SASH 631/8" D,E,F,J,K,L°© +80.0 -80.0 +B0.0 -80.0 +80.0 -80.0 +80.0 80.0 +70.0 -70.D +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT. I MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. s sH A.5/16"LAMI- 1/8"A,.090,1/8"A FTL-4647,4648,4723,4957 B.5/16"LAMI- 1l9"A,.090,1/8"HS) FTL-4647,4648 C.5/16"LAMI-(Ile"HS,.090,1/81HS) FTL-4647,4648 D.7/16"LAMI- 3/16'&.090,3/16"A) FTL-4645,4885 E.7116"LAMI- 3116"&.090,3116"HS) FTL-4645 F.7/16'LAMI- 3/16"HS,.090;3/16"HS) ER-4645 YRODUCTREVISBD . __ os cem,pbl'"s with the PloridR G.13/16"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8-A) FTL-4646,4723 - Buildieg Cods H.13116"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(1/B"A,.090,1/8"HS) FTL-4646 A"tPt"°u4Daw r imtiun1. 13116"LAM]IG-1/8"T,AIR SPACE,5/16"LAMI- 1/6"HS,.090,1/8"HS FTL-4646BY J.13/16"LAMI IG-1/8"T,AIRSPACE,7/16"LAMI-(3/16"A,.090,3/16"A) FTL-4649,4650 0.4imni ne K.131MG LAMI IG-1/e"T,AIR SPACE,7/16"LAMI-(3116&.090,3/16"HS) FTL-4649,4650,495E L 13/16"LAMI IG=118"T;AIR SPACE,-7/16"L-AMI--(3/16"HS,-.09D,-3/18"HS) FTL-4649,-4650- M.13/16"LAMI IG-1/8"A,AIR SPACE,6116"LAMI- 1/8A,.090,1/6"A FTL-5063 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PS F OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 1' St/tJ5 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 5l8"MINIMUM TO 38"MAXIMUM.' t 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY , Iyll� r, RawUsy. am: RevbWu: �•ji 1W0 TECHNOLOGY DRIVE DESIGN PRESSURES. , ."'cn;;in^•..•• ::� .; N.VENICE,FL 34275 ALUM.SINGLE HUNG P.O. INDOW,IMPACT ; l/`.O.BOX 1529 _ _ r, nmener:oerec bars NOKOMIS,FL34774 VW/bly Better NTS 3 a 11 � LYNN I���R,P.E. 2=07 4040 20 F FL P.E.#68705 531/8"MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 49 5/8'MAX.FIXED C+I DLO(ALL) D� 75'MAX. 75'MAX. 75"MAX. I.F. A A I.F. I.F. SEE DLO TABLE j D HEIGHT SEE DLO HEI HT SEES DLO O C HEIGHT TABLE O 78"MAX. L 78"MAX. 78"MAX. FLANGED FLANGED FLANGED HEI HT HEI HT � HEIGHT SEE DLO 38 X TABLE X j AS SEE DLO X SEE SEE DLO X S E (MAX.) HEIGHT TABLE / NO E 4 TABLE / NO E 4 481/4"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 STABLEEE D S 0 76"MAX. TABLE O I / 78"MAX. FLANGED FLANGED 1 HEIGHT HEI HT —�-• I PRODUCTREVISED 20" _ _ _ / ___ 20" _ __ _ _ _ _ _ ns complying with ttw Yk" SEE DLO TABLE X j SASH SEE DLO TABLE X j SASH B,nl'll COde HEIGHT HEIGHT r pt :, tc �r 8Y' B Miami a ep`ndud DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) ,.��1„IIIrr7j . NOTES' 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. N.,;.58775 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. — UefK RMUn1e pry,puti• .•(„1`'. ,i:\i�is i- ��/.. 7070 TECHNOLOGY DtWE ELEVATIONS :.•'.•,c,,..• •.......•• v�•.` Dr. N.VENICE,FL39Z75 fex /�",:7�•.f Cal_'+��`� ALUM.SINGLE HUNG WINDOW,IMPACT r�ttt P.O.eoxsrag 8e4t sas a„e ,� x. A LYNNMILLER,P.E. ma comma o� NOKOMIS,FL34274 1/!sl6lyBetrer � �$ 4 d 11 4040-20 F FLP.E.1158705 F.K. S/1/05 J.J. 2/29/07 I 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 BASED ON SASH WEIGHT INSIDE INSIDE MAX.VENT DAYLIGHT OPENING, 9,10,11,15,16 31 MAX. 2.710" FIXED 7 8 OR 17 LITE DAYLIGHT 25 OPENING 1 OUTSIDE ---MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A A OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 MAX. HEtGFiT 21 2. 46 HIGH OUTSIDE I SILL 2.LOW � SIL DAYLIGHT 49 HIGH SILL / 48 LOW SILL HEAD JAMB. OUTSIDE OPENING — — — — — - - 68 f�2710" I.F.FRAME qPRODUCT REVISED 28 53 p ns cmnplying�vi(h the F10t(& _. OUTSIDEI Huijj&BCOdc 1(P IQ.Of?_ Accopinnpo l�o I '^apirol' Dme r 6 Ey 53 2.946" A4�mi de4mdnel 2.330" (HIGH SILL) 63 52 (LOW SILL) ..- SEE NOTE ABOVE_ . =— — -= = 54 6.4. _ 67 3 30 12 ULTRALIFT 69 ULTRALIFT ONLY 12 ONLY SECTION C-C SECTION 8-5 RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) 7; SECTIONS %rJi:iJh,.•.'''•;, . �� R��, 1070 TECWIOIOGY DRNE rme '���,i��%,.�',•.• ",�Sa">•�' N.VENICE,FL 34275 "'til '� • ' r.o.BoIS x 15ze ��— ALUM.SINGLE HUNG WINDOW,IMPACT i 1 i r t 1 NO.O.Bgx16Z 12rlbly Better• s� `�"` g;W A.LYNN MILLER,P..E. ore�ej:aas abe.�e mb: SH700 H81f 5 s 11 40g0-20 F FL P.E.#58705 F.K. 911l05 J.J. 2(W7 i ITEM DWG.# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# 1 4002A' FLANGE FRAME HEAD 612226 60• 1635 ISCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 5 4004 FLANGE FRAME JAMB 612227 67 GLAZINGTAPE,1/16X1/2-71%LAM] 62BV151D 7 4025 SASH STOP 8'12244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 ISASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 6d050 9 4029 SPIRAL BALANCE,3/8",5/8 OR 11/18" 70 SILICONE,DOW 899,995 OR EQUIV. 10 1OBO BALANCE COVER,3f8"OR 518" 6BALCVR916 80 A—GLASS.5/16"LAMI,(118"A.090 PVB,1/8'f� 11 #8 X.750 PH.PN.SMS 7B34AA 81 B.GLASS,5/16"LAM),(1/8"A.090 PVB,1/8"HS 12 BALANCE BOTTOM BRACKET 78ALTBKT .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,(1/8"A.090 PVB,1/8"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAM],(1/8"A.090 PVB,1/8"HS) 16 1 1080.1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAMI,(118"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13H6"LAMI IG;1/8'T,AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/8 N 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/B"T,AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/B"HS) 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAM)IG;1/8'T,AIR SPACE,5/16"LAMI,(1f8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13116-LAMI IG;1/B'T,AIR SPACE,7116"LAMI,(3/16"A.090 PVB,3H 6"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PV6,3/16"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 M.GLASS,13/16"1 AMI IG;1/8"A AIR SPACE,5/16"LAM],0/8"A,090 PVB,1/8"A) 27 1016 #8 X.825 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 WSTP.,BULB VINYL 6TP249 2.784 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42601 .062 35 1622 LAM]SETTING BLOCK 3/32"X25/64"X1" 71622K _L0 36 1052 LAMIIG SETTING BLOCK I"X3/4"X1/16" 71052K 3. 55 37 1224 VINYL GLAZ.BEAD BULB ICK) 6TP247WK .062 36 1226 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 4039E GLAZING BEAD,5/16 LAM.GLASS. 64039B 47 FRAME,I.F.HEAD 42 4044E GLAZING BEAD,5/16 LAM]WJGRILL KIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7/16"LAM] 64222 48 FRAME,I.F. SILL LOW 45 985C GLAZING BEAD,7/16"LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD,13/'16"LAMI I.G. 64067 2 908 #4072A,GLOW 47 4071A FRAME,I.F.HEAD 64071 48 4072A FRAME,I.F.LOW SILL B4072- PRonucrREVIsliD 2.374 as.mnplyi.s with dm MDrldrt 49 4073A FRAME,I.F.HIGH SILL 64073 T9B.0dine Cod. A�ci,innce No 1 -o t4.OG 1 50 4074B FRAME,I.F.JAMB 64074 1:. irnr Dale r 52 4009 SILL LATCH(EGRESS) LOW SILL) 764009 .082 NOM B 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71 Miami de Pmd-1 Cmtrol 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2.I 4 _1014 ISCREEN FRAME(HOR.$VER.) 61014 56 1630 ISCREEN CORNER KEY WIRINGS N—TiHICKNtSS- NOM 71630 — �ltttut,,; • 57 16 31 SCREEN CORNER KEYWIOUT RINGS 71631 Ih41J,;•'�:•�. - 58 1073 ISCREEN SPRING 7CASP tC,'r+ •;r;�, 59 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K OFRAME, I.F.JAMB 49 FRAME,I.F.HIGH SILL 5D #ao7aB,8083-TB #4073A,6063-T6 (USED AS RADIUS TOP HEAD) r"wer ana Rlm 6/ om. t: 'r 1070TECHNOLOOYDRNE PARTS LISTN.VENICE,F13427fi �'�� ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1529m".m.y. oae: NOKOMS,R.34274 V[slblyBener �^^r' A.LYt�tSIMILLER,P.E. F,K. 8/f/06 2/2W SH70D NTS 6 11 4040 20 F FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 2 q�I.F.FRAME I I-�—�-z.7s4--j .osz I II II 2.830 2.330 1.363 .062 _Jll... 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 I-- O FLANGE FRAME SILL (LOW) WELD ALONG 1'T49 3 #4003C,6063-T6 1 6 or 50 SCREW BOSS(2) SEALANT OR GASKET AT HEAD AND SILL .062 A90 .040 � I a6z VIEW D-D VIEW E-E �+--1.451+•�T (1/1 8 VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION OFLANGE FRAME JAMB O #4026,6o83-TS 17 #4053,6063-T5 050 (USED AS RADIUS TOP HEAD) -� 1.165 I•�- -.-6T78 1.342 I 1.098 {►-� T ----2.279- 1 .062 1.349 41 GLAZING BEAD,5MW #40398,6063 T5 1.979 062 •155 t71o7 osz SASH SIDE RAIL .082 1 LL 31 #4008,6063-T5 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL(LOW) 678 21 23 #4006C,6063FIS-IS 28 #4007,6063-T5 #4054A,6063HD-T6� 05 1.096-�-----�I� PRODUCT REVISED GLAZING BEAD,5116' m-emptying with the Moddo - - - .678- de 42 ewl&g Co - #40446,6063-T5 p-aepla"-"No IG-O 14,06 2.328-- 1.096 {�-�� (USED WI GRILL KIT) �pimt Date 4ZI 0� 44 GLAZING BEAD 7h6" 1 Miami ad-Pmdoetco"rol 2.946 O #4222,6063-T5 L 3.446 2.638 .050 - 062 .050�• .678 ` Ci.�' '•�'� 46 GLAZING BEAD,13/16"IG +-2.784--- �1 1.11s #aos7,6063 T6 a `J.i w FLANGE FRAME SILL(HIGH) gg SASH BOTTOM RAIL(HIGH) 45 GLAZING BEAD,7116" - ` - 69 #4051A,6063-T5 9985C,6063-T5 ! #4050A,6063-T6 (USED Wl GRILL KIT) EXTRUSIONS&FRAME CORNER DETAIL HIM TECHNOLOGY DRIVE tek �j',;•.t•,� ',` N.VENICE,FL 34276 /7� trl 1 m� P.O.BOX 1620 — ALUM.SINGLE HUNG WINDOW,IMPACT NOKOMIS,FL 34274 VWbly Better ew"be`°" °�' E1"` °�"'°�' A.LYNN t�It ER,P.E. mv""ey. B;t D;N new SH70D I.If 7 d 11 404020 FL P.E.#53705 F.K. Re1105 J.J. 2MI07 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: N2,8.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: L) U p U U p UU pU U p U U p U U p U UpU U 2.ANCHOR LOCATIONS ARE BASED ON THE Z Z Z Zm Z Zm Z Zm z Zm zZm Z Zm ZZ WINDOW GLASS �U.-UtiUNU�0'ro 0�UNUNU�UNUNU�UNON0 0of U�U�ONOU�U HEAD 8IIN2DIIMMEESIONS.ROM PCORNERS WIDTH TYPEC,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 JAMBS-151 A MAX.FROM TOP CORNERS .. _ --._._......._.._._..-_•-_-._. _ - . . .__... 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 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 22 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 6"MAX.BELOW MTG.RAIL 19.125 SILL-ANCHORS NOT REQUIRED qBM 1 1 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 1 2 1 1 1 2 2 2 1 2 21 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.2 2 2 2 2 2 2 2 2 3 2 2 3 3 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 .._._...... ._.. ..._._•.._..,... _.._.....__.......... _.___..__._............._..._............. .._.._-.......,-,_.. ._:.._._..__... ....._ ......_... ......--.-.._..._. __._. NOTE 2. H,I,J,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 24.000 �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 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 r2 2 2 2�2 2 3 2 2 2 2 2 3 2' 2 2 3 3I 3 2 2 3 3 ARE FLANGED LESS.INDOWS. 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 _-if-2 ______ .. .._.._..._ ..._.._.. _. ..._-ij-i -.. _ 3 .._ 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L _1 2 1 2 2 2 2 3 1 f'2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 212 2 3 3 3 2 2 3 3 3 4 3 2 3I 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A ABM _.._...----.-.... ........._.. ._ _._. .-_-- -.....__..-__._.. _.. __.._---_---_._.-,--._ _--- --..__......__..._-_ ..._._.._....... MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 2 1 2 2 2 2 3 1 r2 2 2 2 3 1 j2 2 3 2 3 2�2 2 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 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1- 1- -1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN _ -._.. _..-- -._.....___ -- ---.._..._. ...._.._ -_ ._ _.....-.----- PRESSURE FORTH H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 RESPECTIVE SIZE 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 AND GLASS TYPE IS A,B,M 2r21�2222.3 9 22T3232�223232r223232�32334233334313314353344 AVAILABLE. PSF 79 C DE,F,G, 2 2 2 _2 ^2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2 2 1 2 2 2 2 3 2 2 2I 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2I.3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 2 2 2 2 2 2 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB'M 2 2 1 2 2l2 2j3 2j2 2 3 2�3 2�2 2 3 2�3 213 2 3 2j4 213 33 3 4 2r3 3I4 3 5 3 3 314 416 3 3 4�4 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 ±2�_33 2 2 2 2 2 2 2 2 2 2 2 2 _.._.----.. .._-_ --- __........._.._.._._. .1. ..__... _.__ .. ... --_ _.--..._.- _ ._ ... . _. MAX.PSF44.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4�5 3 4 4 5 (DP LINKED) 118 reonucrizEvlsgu 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 as in'gk ith tho FImida ptigM. -._...__. __.._ ._... - . ...__. Bud o 22222T223222�3232233243�423333423 3435333�445344�$ JAMB ABOVE 2 3 A—pinncoNn! -0 0 21 PSF 79 79 imt �Dmc ` MTG.RAIL C C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 _._... r _--_-_--............... ...._.._._._L._ ._.._.. ._.._._._._. JAMB BELOW Mian,i 0 orrodOct Control 48.000 H,I,J,K,L 2 2 2�2 2 2 2 3 212 213 3 4 2 3 3 3 3 4 -2-1- 3 4 3 4 23 3 4 3 5 313 3 4 3 5 3 3 4 5 4 6 3 4 5 5 MTG.RAIL 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_ - .. ... _ 222�2 2 2 2 3 2-2 2�3 3I4 2�3 3�3 3�4-2-3-3 4 3 4 213 3 43�5 3I3 3 4-3�-5.3 3.4..5 4. 6 3�.4.5I.5 (EULL.DP_) PSF 72 79 79 HEAD_2 =;>}ly„i:YN•'I/ ; 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 y�� +.^•':;v,;; `C'; _. . ... .. ...._.... .._._ ._._., .-_.. . ... .............. ......... ..- _.... ... _..._. MTG.RAIL 53.125 H,I,J,K,L 2 2 2r2 2 2 2 3 2�2 2j3 3 4 2 3 3 4 3 4 2 3 3 4 3�4 3 3 314 3 5 3 3 4 4 416 3 4 4�5 4I6 3 4 5 6 :••;• 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW -_ A B,M -- -r.._ ... ..._... .... - I . .. _.... MTG.RAIL 6 = --... - - - 2 2 2�2 2 2 2 3 2j2 2�3 3 4 213 3�4 3 4 2 3 3 4 3j4 3 3 3 4 3 5 3�3 4 4 4�5 3�3 4�5 4 6 3 4 4 5 �`t�16 •:f ^, r A or lma n.nsbnr wnpnu' ;aF.IF_ 10707ECHNOLOGY DRDRIVEANCHORAGE SPACING, 1/1 WINDOWS ':<'% r•:r. .•' '��,`' �,'"� .....•• '�•,,� N.VENICE•FL 34275 mr • '.�'r lJ.. ''! ^'`�(;:..'. a� ALUM.SINGLE HUNG WINDOW,IMPACT P.O.eox tszs I' NOKOMIS,FL34274 Visibly Better snrr 01i6pN° R"' A.L L P.E.#58 0 P.E. O 1A"'°i� 0 ada° mw sH7o9 NTS 8 d 11 4040-20 F FL P.E.#58705 F.K. 7129105 J.J. 26107 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 1 37.155 44.655 52.155 1 59.655 1 67.155 74.655 .76.000 3-012 SCREWS ANCHOR TYPE. ❑ U U ❑ U U ❑ U U ❑ U U U U U U ❑ U U ❑ U U 2.ANCHOR LOCATIONS ARE BASED ON THE 00 Z Zc+�O Z Zc1)O Z zmo Z ZcnO Z_z O Z Z_O Z Zco0 Z Z WINDOW GLASS NON O—O N N 0 o cli N O`-O N N O ON N O O N N O O N N O O N N O r 0 FOLLOWING DIMENSIONS: WIDTH TYPE U U U U U U U U U 'U $ U U U U U U 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-171/2"MAX.FROM TOP CORNERS ._..._....___..._._.._.._ __ ... _..__._.._.._. __. ._....---- ------_ __...._..._...._._ _._.. _.. __. 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 312 3 2 2 2 3 2 6"MAX.BELOW MTG.RAIL 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 SILL-ANCHORS NOT REQUIRED A,B,M _-.. - -... - ....... .__._.._.__ .. . - -- ..._._._.... _... _ - -... ......_... -—1 ._. 9 1 1 1 1 1 2 2 2 1 212 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 if" 3 2 2 2 312 3 2 2 2 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 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 NOTE 2. 24.000 H,I,J,K,L 1 1 1 1 1 1 2 2 1 1 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 4:TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 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 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 I 1 1 1 212 1 1 2 2 2 Y 2 Ti 2I 2 2 2 2 2 2 2 2 2 2�2 312 312 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: 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 SIZE BLOCKS OF THE ADJACENT TABLE WITH A _ _._ _____,._- ._ ._ _ _.._ _...._..__. _. _._ — _.' _.. _.._.__. _-_ BOLD ITALICIZED VALUE ABOVE THEM.INDICATE A 32.000 H,I,J,K,L 1111112222222322223322333133233332233433243433243 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 1 1 1 1 2 2 Z 2 2 2 2 8 2 2 2 2 3 3 2 2 3 8 3 3 3 2 9 L3 3I 3 2 2 3'3 41 3 31.2 4 3 4(3 3 2_4l g MAXIMUM DESIGN PSF 59 67 79 PRESSURE FORTH RESPECTIVE SIZE 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 AND GLASS TYPE IS 37.000 H,I,J,K,L 1111112222222322233322333333433332 33433243443243 AVAILABLE. A,B,M 1 _1 1 2 _1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 213 2 2 2 3 3 3 2 2 313 3 3 3 3 4 3 313 3 2 3 3 4 3 3 2 4 3 4 4 312 4 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 2 2 2 2..... _2. 40.000 H,I,J,K,L 11 11 11 222r222213212333I32T23134I3334333313434433413443353 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 111111222I22T22132233313223134133341333334I3443341344313513 TABLE KEY: 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 2 2 MAXPSF _...___. ........ ...._...._.._..-_.. ........._.....: ..._ _ ....._._. ...... .......... _........ ...... ...-.- (DP LIMITED) 117 vRouucrRsvisen 44.000 H,I,J,K,L 1111 11 222122231322333I42333443341344334344334344 3354 HEAD ns con,plyiRg viu,the rlaida - 2" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -2 2 2 -2 2 2 _2 *i�,Z A,B,M 1 1 1 1 1 7 2 2 2[2 2313 2 2 3 3 314 2 3 3 3 4 4 3 3 41'3 4 4 3 3 413 4 4 313 4�3 45I4 JAM$ABOVE 3 3 MTG.RAILPSF 45 74 51 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 2JAMB BELOW ducC ! _ - _.... ...... ..... _. .....- ...... ...._. ........ ...... MTG.RAIL 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 2 2 3 3 2 3]3 3 4 3 3 3 3 414 3 3 4I4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 514 2 2 2 2 2 2 2 212 .2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 III r ,trr _ A,B,M 1 -1 1 `1 °1 :1 2- 2 212'2 2-3-3 2 2 3'13 3I 4 3 3-3 1-3* 4 4- 3(3 4 4 4 4 3(3 4 4 4 4 4�-3-5 4 414 413 5.:4 FUS--�L HEAD—2— PSF 41 67 46 67 78 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3ff4l 2 3 3 2 3 JAMB ABOVE 2 2 ....... ......... ._.. . MTGRAIL53.125 H,I,J,K,L1 1 1 1 1 1 2 .2 2 2 2 2 3 3 3 3 3 3 4I4 3 3 4 4 4 4 3 3 4 4 4 4 3 5 4 5 5 4 3 5 4 JAMB BELOW2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 P 3 _ 7 ; (..... . ,... MTG,RAIL / y....A,B,M 1 1 1 1 2 2 22 2 2 3 3 3I3 3!3 4143 3 4 4 4 4i 4 3 5 4 5 4 4I3 5 4 ''.'•, /�b '. Re,M 6Y �_ : 7WBTECHNOLOGYDRIVE ANCHORAGESPACING,STANDARD VIEWN.VENICE,PL34275 Rwhbnn' ��— ALUM.SINGLE HUNG WINDOW,IMPACT I I+I I P.D.BOX 1529 etl c pMpw R„- A.LYNN MILLER,P.E. �u �� NOKOMIS,FL 34274 Visibly Bertes SH700 NTS 9 d 11 4040-2D F FL P.E.#58705 F.K 7 a., J.J. 2'13/07 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 8. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 1 22.668 28.211 33.764 39.296 44.839 50.382 55.925 2-1/4'ELCO SS4 CRETE-FLEX 3-#12 SCREWS ANCHOR TYPE: Toor U ❑ U U ❑ U U ❑ V U ❑ U U ❑ U U ❑ U U ❑ U U 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING rt'?O ZZm0 Z�Z'?O Z� ZOO Z'-Zt'?O Z,..,ZmO Z�ZmO Z—ZWINDOWGLASS Oc30N0 ON NO ONO ONONO ONONO OLIONOO DIMENSIONS: WIDTH TYPE O U o U U U U ?� U U U U U U U U HEAD-181/2"MAX.FROM CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS _:.. ---._.._........_.. ......_..._..._..............._.._..........-- -...... ......_._. ........_......... 11 1/2"MAX.ABOVE THE MEETING RAIL K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3' 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"MAX.BELOW MTG.RAIL 24.000 _................ ...................__.._..,............._..........._... ................-.............._... ......... ...._.........._.__...._......................._._.._._..._ 15"MAX.FROM BOTTOM CORNERS K,L 1 .1.......�• 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 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 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 _. ..._....._......_......_....._.._.._._.._ _.._.._ .__._.._._.I.... __..___. ........_._1-1-1--- ._-.. _..__........._...__....._...._._..------._...__- VIEW WINDOWS FROM TABLES 7.AND 8.USING THE K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 1 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 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 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW _......._.. ..._.._...._... -----........_........ ._... ---......._-_...._._.. ............._..._._.._.__...._._.__.....___.._ -- ._._.........._.._....__.._......._r._ WINDOWS ARE 12 5/8"MIN.TO 38"MAX. K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 78 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 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 1"LESS. _ _....._..._....._..._...- - .___._..--... .. .... ..._................._... ...F.... K,L11 1 22 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 8 6.DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSFI 79 76 79 77 79 79 79 1 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F,J, 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 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L j 1 2 ...2.... 2 3 3_.. 3 .....4...._4._.. 4 _4...._..3_..._5_- ._4-......3.....5_.._fi... 4....__5........5_.. ._4_.....6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSFJ 78 1 78 1 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND —............._ ...... .... - ........_........._.............. ...............,.. GLASS TYPE IS K,L 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 63 71 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 (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 JAMB ABOVE 2 TABLE 8. MTG.RAIL SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 FULL DP ANCHOR TYPE. ❑ 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 ❑ ❑ 0 ❑ 0 0 ❑ 0 0 co O N Z Z m O N Z Z e?.0 N Z Z m O N Z r Z of O N Z Z M O N Z Z M O N Z _ Z c?O N Z _ ,Z, HEAD _ 2_ WINDOW O ON O ON O 0c`1 ON O � N ON O ON O O WIDTH 0 0 0 0 0 0 cg 0 0 c4 g c� 0 0 0 0 JAMB ABOVE ...4..... PRODUCT REVISED 1- 19;125 1 1 1 2 1 2 - 2 1-1 2 2 1 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 MTG.RAIL as cemptying with the Florida Enilding Cade 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 AaapfnoccNo) •O 1 Q(� 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 ExpimY Date a $021 37.00D 79 TABLE&KEY: Miami de Product COritr 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 MAX.PSF 40.000 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 112 2 2 2 — 68 78 ----- JAMB BELOW—2— 44,000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MTG.RAIL 63 72 78 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 46.000 5 3 4 5 3 4 FULL DP 73 2 2 58 66 72 JAMB BELOWB 53.125 2 2 2 2 3 3 3 4 3 4 4 3 4 5 1 3 1 4 5 3 5 5 3 5 MTG.RAIL Rmwer. oar R"WMc o�un '.'i,.• .,\�•'i(,r G_I;: ANCHORAGE SPACING,CUSTOM VIEW er. rs Revtwne: 107N.V NHNOLOL 34275NE ,........••,>�'�:•, ALUM.SINGLE HUNG WINDOW,IMPACT er. Dela• Ratklaro: t•,'•''' P.O.eoxlers � mA.e u„rwRa R„e A.LYN�I MILLER,P.E. 5;0 U;Re �� NOKOMIS,FL34274 Vlstbly better SH1 11 NTS 10 1 11 4040 20 F FL P.E.#58705 F.K. 7/29105 J.J. 2/2310T �EXTERIOR INTERIOR[ NOTES: (ALL HEAD AND SILL DETAILS) WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 1-3/4"MIN.EDGE (SEE NOTE 2&3) APPROVED 1/4"ELCO TAPCONS OR 1/4°SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS G5 OR ((SEE NOTE 1&3) ( ) (SEE NOTE 4) 1"MIN.EDGE 1/4"SS4 CRETE-FLEX. 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 912 TRIMFIT HEADS. CONCRETE •;. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE ;.? • 1 318"MIN.,1/4'TAPC'ON TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •1.3/4"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x o 1 3/8° 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) — t 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" 1 1/4" 6063-T5 AND A MINIMUM OF 1/8°THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. MAX. F A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET SHIM 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 1 114" 1 3/8" MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MIN. t MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 114"MAX.SHIM 1/4"MAX.SHIM6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1-314"MIN EDGE DGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. CONCRETE ANCHOR, WOOD ANCHOR,FH BELOW MEETINGFH BELOW MEETING RAIL(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETEINTERIOR OR 1.5 KSI MIN•CMU (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE UCK OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" +618"MIN.EDGE 2-1/2"EMBEDMENT MAX. SHIM 1/4" —WOOD WOOD FRAME Mom' PttDUUCTI3CVISEL SHIM I _ m complying udth[Iw Florida - - -" - [Suildiug Cock 131"DIA.MIN. 518"MIN.EDGE A Pau_1�16^O]14.�(0 x 2112"NAIL, Exp moon Daw ) .131"DIA.MIN. 2-1l2"EM EDMENT AT CORNERS DY x 21/2"NAIL, AND 5"O.C. Miami ode Pmducl AT CORNERS WOOD FRAME AND 5"O.C. Vil If f 5/8°MIN.EDGE 1/4' :13 1'DIA.-MIN. M NAIL,x21/2 AT CORNERS SHIM AND 5"O.C. 2-1/2"EMBEDMENT DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE 1 r;; tlo;lf 'Q.- 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS " '''� ''�.-'tn;tt01;,•':;,c';'..' Y. am; R"N�mx N.VENICE.FL 34275 P.O.BOX 1520 ALUM.SINGLE HUNG VVINDOW,IMPACT • "``�, ommuy. oars oeffi� NOKOMIS,FL34274 �+oM. rrn: <Jl�ILLER,P.E. F.K. 9/1/05 J.J. 2/23M7 VisiblyBettes A.LYN NTS 11 d 11 4040-20 F FL P.E.#68705