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Notice of Acceptance (6)
MIAMI•DADE MIANII-DARE COUNTY p PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.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(AIM. 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)restive 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. Y This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series 11SH--700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Ahem. Single Hung Window,Impact", sheets-1 through II of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade'County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. ! TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. , 3 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0714.06 IIAMI•DA DEE MCO urvTY �/� f�p Expiration Date: March 26,2021 Approval Date: August 18,2016 Page 1 i 3 � y 3 SHOP DRAWING REVIEW NO EXCEPTION'S TAKEN MAKE CORRECTIONS NOI ED PFViSE AND RESUBMIT FcT,_r, Si,r,,AIT SPICHFILD I Ell',l T H THE DESI�A WITH THE DOCUINIENTS. CON= Tl','41',TOR FOR DIMENSIONS TO BE CON= FIRi',AFD AND CORRELA.I[ED AT THE JOB SITE; FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION; AND FOR CbbkbINATiON OF THE WORK OF ALL TRADES. F I N N V 0 L D A k 0 H)T-EC',TO F'Z E-,'I DATE—_OLI kf/a 4 Eft. a y dK PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-032Z 06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11, dated 09/01/05,with revision F dated 05/15/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and-installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL y EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4957, dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.0 7-0322.06) 3. Test reports on: 1)Air Infiltration Test,.per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.0 7-0322.06) J Manuel Per E. Product Control Examther NOA No. 16-0714.06 Expiration Date: March 26,2021 Approval Date: us .S,2.1 PF__"T? i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNwwED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.054018.01) 7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4948 and FTL-4646, dated 08/10105,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) Manuel P a, .E. Product Control x iner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t1' 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. y 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08 (Su p ) 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. 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 am' er NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-00 •ANSIlAF&PA NDS-2012 FOR WOOD CONSTRUCTION • A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8-ANNEALED GLASS WITH A.090°KURARAY BUTACITE® ALUMINUM DESIGN MANUAL,ADM-2010 PVB(BY KURARAY AMERICA,INC.) •AISIsloo�o7/s2-2o10 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.5116"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 1/6"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXo PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7116"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GENERAL ............1 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DEETAILSTAILS............2 H.13/16"LAMI IG: 1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF 4(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE DESIGN PRESSURES....... ( 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 1.13116"LAM[IG:(1)LITE OF 1/8"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 BUTACITEP�V13(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A CORNER DETAIL..............7 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WfTH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 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 5/16"LAM)CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 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. reonucr 1eBv)sEo 5.SHUTTERS ARE NOT REQUIRED. as c mlplylug with"m Flod& Bu94WB Coda 16-0 1 .of� . Atteptmco Nu ,nM` 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ir¢t Dnte F+��J 7.REFERENCES:TEST REPORTS FTL4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. By 2fimni ¢da Prndnct(:pni( ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. I I I I I I l 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY \� . I l�;i HURRICANE ZONE(HVHZ). �,•'' LI!;t;yC'•"!� �j 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. �/0• ;0y a� ;;�;.• OI. JR OS/0511B F ADDED SPACERS TO SHEET 2 1''• !(� r'•;` 1070 TECHNOLOGY DRIVE GENERAL NOTES ,,S,S,/ .,Faun. NON�bu N.VE P.O.Bc?x 134275 PST ALUM.SINGLE HUNG WINDOW,IMPACT -•l'' .{ .Box tS20 m•awa.e ,.yM o,,,q,,b rt.e A.LY�INIMILLER,P.E. NOKOMIS,FL 34274 Vl tbly Better "� °Z sllmB NTS 1 11 4040 20 F FL P.E.#68705 F. 8/1/05 J.J. 2/23/07 Partfi Description Material 1 1 71 Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nXTYdlh Hot Melt Butyl See this Sheet for 73 Quanex Duleseal 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 8 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 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 5/18"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: 71-74 EXTERIOR INTERIOR LAW IG OUTBOARD ]1-]4 a LITES MAY 1 1 (ALL SECTIONS) UPGRADED TO 3/18° WITH NO CHANGE IN ^PVB DESIGN PRESSURE. KURARAY BUTACITE 1/2"NOM. 1/2"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/6"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 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7/16°LAMINATED AIR SPACE AIR SPACE 1/B"ANNEALED OR TEMPERED GLASS 118"TEMPERED GLASS 13/16"NOM. 13116°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 ns complying with the Rloaidn REINFORCEMENT au"""'COd* SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA A-1111 ml -0 lLl-,t STRUCTURAL BUTYLENE 5/16"NOM. Ex iml' SILICONE 5/16°NOM. SEAL STRUCTURAL FOAM 3/16°NOM. SILICONE SEAL Ey POLYISOBUTYLEN 114"NOM. BUTYLS WITH DESICCANT ROLL-FORMED g4i"mi nde Pmd"ct Cbn WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS \�Llfil lll7ll INT.GLASS INT.GLASS INT.GLASS INT.GLASS t�\•' �,l'%�-f1;.`�.: KODISPACE 7z SUPER TM 73 DURASEAL® 74 XL EDGET'" 77 4SG TPS SPACER NXT SPACER SPACER -•,�? �6 %y� ,i+ I JR 0fid1A718 GLAZ NG DETAILS F ADDEDSPACER3. •,�:. �,�;In;,.•'�::��` 1070 TECHNOLOGY DRIVE i�.','.'; "' •:\h N.VENICE,FL 34Z75 BOX 15TB �— ALUM.SINGLE HUNG WINDOW,IMPACT J `,I _ _ NO P.O..O.139X 134274 T?s{bly Better °i °�'' sr s Oi°°N' r7- A.LYNN MI1LLER,P.E. a FK e/f/05 J.J. 1J29+07 aHmo Fw 2 d 11 4040-20 F FL P.E.#58705 1/1 FLANGE OR INTEGRAL.FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "0„ WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" MEETING RAIL 4" A,B,M +80.0 -80.0 +80,0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80,0 +80.0 -60.0 +80.0 -80.0 HT. 60" A,B,M +BO,O -80.0 +80.0 B0.0 +B0,0 -80.0 +g0.0 80,0 LIQ 80.0 +80.0 80.0 +78.0 79.0 q 62" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 -78.8 +77.3 -77.3 +75.9 -75.9x" S SH $31181, A,B,M +80.0 -80.0 +80.0 -80.0 +79,6 -79.6 +78.2 -78.2 -76.9 +75.4 -75.4 +74.0 74.0 _I! UP TO 53118" 0,D,E,F,G,H,1,J,K,L +80.0 -B0.0 +80.0 80.D +80.0 -80.0 +80.0 -B0,0 +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 ���" WIDTH GLASS TYPE 38 3/8" 44" 60 5/8" 63" 72" 74" 76" MEETING RAIL 4B" 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 HT' TTTj 6p" A,B,M +80.D -B0.0 +80.0 -80.0 +8D.0 -60.0 +79.9 -79.9 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 "X" sSH ST' A,B,M +80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 631/8" A,B,M +813.0 80.0 +B0.0 -80.0 +B0.0 -80.0 +75.0 -76.0 +60.0 -68.0 +65.7 -88.7 +55.6 -65.5 UP TO 63118" C,D,E,F,G,H,1,J,K,L +BD,D -80.0 +80.0 -80.0 +B0.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS IWlT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W!SASH=76"FLANGED AND 76"INTEGRAL FIN) "O. MINUS WIDTH GLASS TYPE 171l8" 2211/16" 28 3/16" 33 3l4" 39 6/16" 4413l16" 60 3/8" 6616f16" - SASH 63118" D,E.FAK.L7& +80,O -80.0 +80.0 -80.0 +80.0 -80.0 +8D.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT. MEETING RAIL 1 GLASS TYPES: TEST REPORTS TABLE 4. °x" SP 3H A.5116"LAMI- 1/8"A„090,1/8"A) FTL 4647,4648,4723,4957 B.5116"LAMI- 1l8"A,.090,11WHS) FTL-4647,4648 C.5116"LAMI-(1/S"HS,.090,1/e"HS) FTL-4647,4648 D,7116"LAMI- 3/16"A,.090,3/16"A) FTL-4645,4885 E.7118"LAMI- 3/16"A,.09D,311WHS) FTL-4645 PRODUCT REVIS[D F.7116"LAMI- 3/16"HS,.090,3116'HS) F[L-4645 an P'Vi"ge'iththePlofid, G.13116"LAMI IG-110-T.AIR SPACE,5/16"LAME-(1/8"A,.090,1M-A) FTL-4646,4723 Qb1IJ'�g COd` H.13/18"LAMI IG-1/8"T,AIR SPACE,6/16"LAMI-(1/8"A,.090,1/8"HS) FTL-0646 rip�co (�O 14,C im6o"Dale I. 13118"LAMI IG-1/8"T.AIR SPACE,5116"LAMI- 1/B"HS,.090,1I8''HS F'fL-4646 By J.13/1G'LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) FTL-4649,4650 46iam1 nde Product Co K.13/16"LAMI IG-1/8"T,AIR SPACE,7/16'LAMI-(3/16"A,.090,3116"HS) FTL-4649,4650,4958 L 13/1G"LAMI IG-1/8"7,AIR SPACE,7/16"LAMI-(311WHS,.090,3/1698) FTL-4649,4650 M.13116"LAMI IG-1/B"A,AIR SPACE,5/16"LAMI- 1/8"A,.090,1/8'A FTL-5063 I'"' t, i,'1 I •' 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. l.o.SIP 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. I� ` 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY I a.woar txa Rewau• a'WmT -�!.>>•'. sii.: /!'6 %,� T DESIGN PRESSURES ^^t� Re oar. an a� 1070 TECNNOLOGY ORNE i>ak J:eft:'"•/.-...:'..:... �:•'..` 7 ara R�tsb.c N.VENICE.FL34775 ALUM.SINGLE HUNG WINDOW IMPACT ;'!Vl1... P.O•Box use p,,.y v A.LYNUMILL�R,P.E. tamer n"rs raa�.e �� NOKOMIS,FL34Z74 V1sJ6ly Fever gHT00 NTS 3 « 11 4040$0 F FL P.E.#58705 F.K. 911f05 J.J. 2123107 rwi 531/8"MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED C DLO(ALL) D 76-�MAX. — - 75°MAX. 75"MAX. SEED O I.F. A A HEIF. —i I.F. TABLE — � p►� HEI HT SEE DLO SEE DLO ron HEIGHT TABLE O j TABLE j 76"MAX. 76"MAX. 76"MAX. FLANGED FLANGED L FLANGED HEI HT HEI HT HEIGHT SEE DLO MAX. � TABLE X SASH SEE DLO SEE SEE DLO X SEE (MAX•) / HEIGHT TABLE X j NO E 4 TABLE — j NO E 4 L 48 1/4"MAX VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1I1 B E-1 75"MAX. 75 I.F.MAX. I.F. I SEE DLO HEI HT E—j HE[ HT SEE DLO TABLE O j 76"MAX, TABLE O j 78"MAX. FLANGED FLANGED HEIGHT HEI HT PRODUCT REVISED 20" 20" re contp3yinl{tvilh the&tAda SEE DLO TABLE X j SASH SEE DLO TABLE X j SASH Budd'"g Cad, HEIGHT rtcreptfltd3W HEIGHT �pYtt iSatc B1. B (s4iami a ePraduct Ca DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) NOTES: ,;.to. .....'.•.. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. lr• � yt.l.6 (j.. ' 6y. Os!": RSV bnC - F•�••. -- ELEVATIONS ! oriel: 1070 TECHNOLOGY DRIVE nm. "" N. , P N VENICE FL34275 •,,� R•„,, !�— ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 152D � p„� A.LYNN MILER,P.E. ��� cue oex NOKOMS,R34274 l2rtblyBerrer SN700 NTS 4 - 11 4040-20 F FL P.E.#58705 F.K. 9/1/05 J.J. 2123107 .I e I�-2.784"--{ NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 2.710" FIXED 7,8 OR 17 LITE DAYLIGHT 25 OPENING _ ' OUTSIDE 25 —MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A-A ourslDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 MIGH HEIGHT 21 2.946 HIGH I OUTSIDE I SILL 2. 30 LOW S� MAX. DAYLII HT 49 HIGH SILL 48 LOW SILL HEAD ,IAMB OUTSIDE OPENING — — — — — — — — — 4- 68 2.710° I.F.FRAME q raonucT'RsvlseD 28 53 11 w cmnplying with the moddc OUTSIDE 1 pail LnO Codo Accapinna:Mo I •apiml' Date r I 6 py 53 arami �rna�1 mI 2,330" (HIGH S 63 _- 52 (LOW SILL) (HIGH SILL) SEE NOTE ABOVE 54 64 i1il. !I�1j1j '..�I.,.., 67 3 30 12 ULTRALIFT 69 ULTRALIFT ONLY 12 ONLY SECTION C-C SECTION B-B RADIUS TOP ALTERNATE HIGH SILL (LOW SILL SHOWN) (HEAD DETAIL-FLANGED VERSION) RwWly Oe@s Rnt,"r,[ ' SECTIONS •`<oriior,.• .:;';, 1070 TECHNOLOGY DRIVE rme ,, '�. \!,''•'•, `;ll; N.VENICE,R.34275 •� �""°^� D.o.Boxls2B ALUM.SINGLE HUNG WINDOW,IMPACT NO P.O. Bq 13A2T4 i/Lslbly Better EN°ee "" B1e1 °v1gN' 1bi A.LYNN MILLER,P.E. m�er:wm.• tn.wa as sr000 Half 5 11 4040.20 F FLP.E.t158705 RIC 911105 J.J. 2/23/07 ITEM DWG.# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 4002A' FLANGE FRAME HEAD 812226 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOWSILL) 612226 63 505 GLAZING CHANNEL(.688 X.60D) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 112-7/16 LAMI 62BVI SI O 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 ISASH STOP(EGRESS)1.125 LONG 612244 69 1 4050A I FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11116" 70 1 ISILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,3/8"OR 5/B" 6BALCVR916 80 A GLASS,5116"LAMI,(1B"A.090 PVB,1/8"A) 11 #8 X.750 PH,PN.SMS 7834M 81 B.GLASS,5/16"LAM],(1/B"A.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT .82 C.GLASS,5/16"LAM],(1/8"HS,.090 PVB,1/8"HS) 13 085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(1/8"A.090 PVB,1/8'A) 15 #B X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAW,(1/8"A,090 PVB,1/8"HS) 16 1080-1 BALANCE COVER,11A6" 6BALCVR670 85 F.GLASS,7/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAM]IG;1/87,AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/8"A) 18 1 4029-1 ISASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"HS) 19 1 1#8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1I8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,7116"LAM],(3/16"A.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1B"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"HS) 25 1 1235 JWSTP.,.170 X.270 BACK,FIN SEAL 67S18G 91 L.GLASS,13/16"LAM]IG;1/8"T,AIR SPACE,7116"LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAM IG;1B"A AIR SPACE,5/16"LAMI,(1/8"A,090 PVB,iB"A) 27 1016 #8 X.625 PH.FL.SMS 7868 2.678 28 4007 SASH BOTTOM RAIL(LOWSILL) 612230 30 1226 WSTP.,BULB VINYL STP249 2.784 31 1 4008 ISASH SIDE RAIL 612231 ,062 34 1 1268 ISASH FACE GUIDE 42601 130 35 1622 LAMI SETTING BLOCK 3/32"X25B4"X1" 71622K 3. 55 . 36 1 1052 ILAMIIG SETTING BLOCK 1"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1 1225 IVINYL GLAZ.BEAD BULB(THIN) STP248K 41 4039B GLAZING BEAD,5/16 LAM.GLASS. 64039B 47 FRAME,I.F.HEAD 42 4044B GLAZING BEAD,5/16 LAM]W/GRILL KIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7/16"LAMI 64222 O FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAMI W/GRILL KIT 6985 48 #4072A,6063-T6 46 4067 GLAZING BEAD,13116"LAMI I.G. 64067 2 908 47 4071A FRAME,I.F.HEAD. 64071 PRODUCr REVISED 48 4072A FRAME,I.F.LOWSILL 64072 2.374 B'1"'013 8"•rlhtFm Flmld¢ 49 4073A FRAME,V.HIGH SILL 64073 ouil pf-n do I O I Q Am �o_ Acrcpinnct No I 50 4074B FRAME,I.F.JAMB 64074 t.. irai Ua1e 52 4009 SILL LATCH(EGRESS) (LOWSILL) 764009 .062 NOM 9y 53 1 1088 ISPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4.171 Miami de Pmd.1 Cadrd 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2. 1 55 1014 SCREEN FRAME(HOR.B VER.) 61014 .062 NOM 56 1630 SCREEN CORNER KEYW/RINGS 71630 THICKNESS tljj11111j� 57 1631 SCREEN CORNER KEYW/OUT RINGS 71631 `'I� "r'I ''''/' 58 1073 SCREEN SPRING 7CASP '(59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME, I.F.JAMB O #4074B,6063-T6 FRAME,I.F.HIGH SILL zT #4073A,6063-T6 (USED AS RADIUS TOP HEAD) 6 PARTS LIST oars: R,K,b,� 1070 TECHNOLOGY DRIVE 'Uti' '•"•�;,, "\ N.VENICE.FL 34276 �i�"''• +�i,\�i' -�- ALUM.SINGLE HUNG WINDOW,IMPACT /;:""�t DA: "'N°1 nK P.O.sox lsza see ,..ft,� e" A.LYW MILLER,P.E. �•,um. c�ea NOKOMIS,FL34274 Vasibly Better SM00 NT$ 6 a 11 4040 ZO F FL P.E.#58705 F.K. 811/06 J.J. =3107 �I 1 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 2 n�I,F.FRAME l 1 .-2.784— —1 ,062 I II II 2.830 2•330 1.317062 6 or 50 O FLANGE FRAME HEAD I 1 #4002A,6063-T6 I O 1.749 FLANGE FRAME SILL (LOW) WELD 3 #4003C,6063-T6 6 or 50 ALONG I ll SCREW BOSS(2) SEALANT OR GASKET AT HEAD AND SILL S12.710 �1.b13 ►� 738 .062 . I VIEW D-D VIEW E-E .062 490 040 E--1.451—{T �(I/lS VIEW HEAD&SILL,RADIUS TOP SILL) - (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 #4025,6063-T5 17 #4053,6063-T5 , k ) (USED AS RADIUS TOP HEAD) —� 1.185 f+— •678 2.326-- 1.096-1 I—T 1.342 r--2.z7s-----i 7- .062 i•349 41 GLAZING BEAD,5116" IA #4039B,6063-T5 1.978 osz5 �7 .062 SASH SIDE RAIL 082 31 #4008,6083-T5 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL(LOW) —678 21 #4054A,6083HD-T6,& 23 #4006C,6063HS-T6 213 #4007,6OB3-T5 .050 050 ` 1.096 f�—�1 PRODUCT REVISED O GLAZING BEAD,5116" I -moyinBiviththemift .678 42 RwidEm#404 Code IG-O 1 2,326-- 1 (USED W, RILL 5 Accoptnoa hb 4��[7 1.096—} —i� (USED WI GRILL KIT) �p{mt•n Datc - ��21 , 062 O GLAZING BEAD 7i16" I Mimiade Wedmt Con rol By 2.946 #4222,6063-T5 1_ 3.446 T I 2.638 .683 .050 .062 I `',tUittllr/ 1.097 �I1L Dso , 678 46 GLAZING BEAD,13/16'IG I( ::�� .,; •i;;, ;�' 1.115 ,�--"{ #4067,6063 T6 ;•r FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" a; 5.1 iI, r 69 #4051A,6063-T 5 #985C,6063-TS #4050A,6063-T6 (USED W/GRILL KIT) .-;s •, ;/r;� am+eer• oe% ReWbm: o.o$roc \'.. , k , •` EXTRUSIONS&FRAME CORNER DETAIL rL^' C� .. Hale: ry1yb1S 1070 TECHNOLOGY DRNE .'",S',�/�'•RI�,)^ •� }�` N.VENICE.FL342'7b ,, t,`� P.O.BOX1620 �---' ALUM.SINGLE HUNG WINDOW,IMPACT 1� NOKOMIS,FL34274 Vf bly Better eoM` °ribD"" "" A.LYNN MI��ER,P.E. nr• m": Oe �� sH7ao Half 7 n 11 4040-20 F FL P.E.#58705 FJG 911105 J.J. 2/23107 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS. TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1X'ELCO TAPCONS 2-1/4"ELCO 884 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3-#12SCREWS ATIONS ARE WNDOW GLASS NONU'-UNOOt�U�UNOt�U.-UNONU�UNONU�UNONOU^UN�NU�0ofo 0 0 2.ANCHOR FOLOWII GCDIMENSIONS.ASED ON THE WIDTH TYPE 3 3 HEAD-18 112"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-17 1/2"MAX.FROM TOP CORNERS ---_....._. _._.._.___..._.. _......._.....__.. ._._...._._.. _._.._...-_-. -..--_-- ----_-- ._. __- _. 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 2 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 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 5"MAX.BELOWMTG.RAIL 19.125 SILL-ANCHORS NOT REQUIRED qgM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ..Z 1_1._1.,. 'I-2 1 1 2 2 2 1 2 2�2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2�2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 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 .._..._. .............._ ......._._..........___,.._. .___..__._............_.._.._...._..__. _..._... .......___._.. ......_ ''I- ........._._....__.._.....__.- _....___-. 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 2 212 212 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 24.000 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 qgM _ ....- -1-1-2 -_ _._ _..__..___.._ ._. _ ---._.._...._.. .._.._.._._ _--._.._.._...---_- FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 2 1 1 1 2 1 2 112 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 ARE1°LESS. 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 __- _ _ -_ _- . _._ _..____ ..._.. __._--._._.._._...._ _ 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1 2 112 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 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 qB,M _ ...... .._._..__.....__... _._.____.___.__.... __...-_._._.______ _.....___._ ._....__.......__.._ MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 2 1 2 2 2 2 3 1 1 2 2 2 2 3 1 2 2 3 2 3 212 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 FOR THE H,I,J,K,L 22122j2231 2232322232322232323233423 33343334353344 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 A3,M 2r2 1�2 2 2 2'3 1 2 2 3 2 3 2r2 2 3 2 3 2r 2 3 2 3 2�3 2 3 3 4 2 3 3 3 3 4 3�3 3� 3 5 3 3 4 4 AVAILABLE. PSF 78 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 40.000 H,IJ,K,L 221 2222322232322232323232�42�3 33 3423 3435333445 3344 qB 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 2 2 1i2 212 213 212 2 3 2�3 2�2 2 3 2�3 2 3 2 3 214 2 3 E 3 '3 4 2�3 3 4 3 5 3 3 314 4 b 3 3 4[4 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX PSF _..._._.. .._-__ ---...___.......__......_... .... ... __...... _.. _ -- ____.._....._.__ _.-_.._--- --- 44.000 H,IJ,K,L 222222232223232233242333342333342334353334453445 (DP LMTED) 118 PRODUCT'REVISED 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 m comptldng with the Fimidn qgM __. - _... -- . _........... ... _ -... -- - _..__�._...._. HEAD 2 D!yi.i iI&SCodo 22222122I3222�32322332423333�423333423 3435333I44534415 ptnnwNo) -O � SI PSF 78 79 JAMB ABOVE 2 3 moMfG.RAILC,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 JAMB BELOW ado Pmdoct Coatroi 4B.000 H,I,J,K,L 2 2 2�2 2 2 2 3 2+2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3,F 2'3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4�6 3 4 5 5 MrG.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 qB,M 2 2 2I2 2 2 2 3 2 2 2�3 3�4 2�3 3�3 3I4 2 3 3 4 3 4 P�3 .34 3I5 31-3 3[4 3�5 3�3 4 5 4 6 3I4 5�5 (FULL DP) ttt;tlitt PSF 72 79 79 HEAD 2 i)PdY I•YA-;r.;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 _. r..... ._ ... ._.. _. ...... .._ ..._...... ..._.. MI GB.RAIL 53.125 H,IAK,L 2 2 2�2 2 2 2 3 2�2 213 314 2I3 3 4 3 4 2 3 3 4 3 4 3 3 3�4 3 5 3 3 4 4 4�6 3 4 415 4�6 3 4 5 6 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAM BELOW qe,M - ... .._ ... .__._._. _..... .I - -... -L... ..._._.... - -,- MTG.RAIL Ji r1 222�22 -2*' 22I3342I33�43423343433343533444�53345463445 :;'t , 6 �9�16 j"r ANCHORAGE SPACING, 1/1 WINDOWS , ;:,r....• • a„pz. Rnhhtic 1070 TECHNOLOGY DRIVE +., '. N.VENICE,FL 34275 P �' ,'/•I�.)j,ai,I• ('-�Z�`,,,•' na�nmr !_ ;T ALUM.SINGLE HUNG WINDOW,IMPACT l P.O.BOX 1529 (� i1 y, NCKOMIS,FL34274 Visibly Better �ei4fa°°t s'" 61°" 01in6VN R"" A.LVNNtt1Y11LLit P.E. w.xne7:a°� °"oo1a° °ate srt7dD NTS 8 d 11 4040-20 F FL P.E.#58705 F.K. 7/29/05 J.J. 2/iW7 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-114"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 1 37.155 44.655 52.155 1 59.655 67.155 74.655 .76.000 3-#12SCREWS ANCHOR TYPE. ❑ U U ❑ U 'U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ C. U 2 ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS coo z zc�0 z_zc>0 z�za>o z zcn0 z za)0 z zrlo z zco.o z z N NO ONON0 OciONO ON NOON NO—ON NOON NOON *40 -'0 FOLLOWING DIMENSIONS: WIDTH TYPE > U U 3 U U U U U U U U �$ U U U U U U HEAD-18 1/2"MAX.FROM TOP CORNERS JAMBS-1 1/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1_ -1 15"MAX.FROM BOTTOM CORNERS - - - ' __.}._..__h .._ _.._-._ 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 3 2 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 1 1 1 1 1 1 2 2 211 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 3[2 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 1v 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 2 2 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 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1�1 ..1..1 2[2 1 1 2 2 2I2 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 ARE1"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 32.OD0 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 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4[3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 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 -ill-, 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 9I 3 3I 3 2 2 3 3 4I 3 3[2 4 3 4I 3 3 2 4[3 MAXIMUM DESIGN PSF 59 67 78 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___Z_...._2..._1_..2_ AND GLASS TYPE IS 37.000 H,I,J,K,L 11 1 1 11 2222222322233322333333433332 33433 24344 3243 AVAILABLE. A,B,M 1 1 1 2 _1 1 2 1 212 1_ 2 2 1 2_ 2 1 2 2 1 2 2 1 2 7 1 1 1 1 1 2 2 2 2 2 2 2[3 2 2 213 3 3 2 2 3[3 3 3 313 413 3[3 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 111111 222�2222T32�233332l23L34[33343333[343443 34[344 3353 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 __2.. _21212 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2I2 2T2 2(3 2[2 3(3 3 3 2 2 3[3 4[3 3 3 4[3 3 3 3�3 4�3 4 4 3 3 4I3 4I4 3I3 5I3 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 MAX PSF -... _.........._._313 ...... .........._ .... ._.. ........_...... .... _ ..._ ...---...... .......... ......._. .............._.._ .._..............- - - (DP LIMITED) 117 PRODUCTREVISED 44.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2[2 2 2 3 3 2 2 3 3 3 4 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 3 5 4 HEAD 3 m miplying with dw rIMIAR 2 2 2 2 2 2 2 2 2 2 2_ 2_ 2 2 2 2 2 2 2 2 2_ _2_. -.2.. �_ AuisePmraNO l O 14 A,B,M 1 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 4I 3 4 4 3[3 4�3 4 4 37 3 5 4 JAMB ABOVE 3 3 E imi Dete 2! MTG.RAIL PSF 45 74 51 74 79 79 Dy 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 JAMB BELOW Miomi de Prnducl 48.000 H,IAK,L 1 1 1 7 7 1 2 2 2 2 2 2 3 3 2�2 3�3 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 MTG.RA2 2 2 2 2 2 2 2 2 2 .2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 L� A,B,M _. _. -..__._._...... ............. _..._.....I .-----....._... . ....._....._... ... ......... - - FULL DP �' , , •,.' 7 1 1 7 1 1 2 2 2[2 2 2 3 3 2 2 313 3I4 3(-3 3 3 4 4 3�3 4 4 4�4 3�3 4 4 4 4 4 3 5 4 414 4 3 5 4 PSF 41 .67 46 67 76 79 HEAD '„ 1`'•`?t:'r/' !S' 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 ABOVE 2 2 AMB ;r MTG.RAIL ;t°1 53.125 OW H,I,J,K,L 1 1 1 1 1111212 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3r3 4 4 5 5 4 3 5 4 5;5 4 3 5 4 _ A,B,M 2 2 2 2 ...?..... 2 3 2.-if-3 3 --2... ..3_.. .._3-..- _ -.3.. 3-.. _2.... ....?... ._3 .._?... 3 _.3 _?... _..3.... J VrG.LRAIL 1 1 7 7 7 1 2 2 2,2 2 2 3 3 3i3 414 '3 3 4 4 4 4 3 3 474 41,41313 414 5�4 4 3 5 4 5'4 4 3 5 4 6 RewJBy. Rem RrvRlovu: �• .''��1'' .•.` R,wrme 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,STANDARD VIEW •" '••••....• N.VENICE,FL 34775 tAs ��:. "„r.l-, i" ,'•` 0r D Rmt'mG �— ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX1529 ,. ,,,. R.r A.LYNN MILLER,P.E. Rom•,�71 �mmj. oro NOKOMIS.FL 34274 Vtrrbly Better srnoo NTS 9 d 11 4040 20 F FL P.E.#58705 F.K 7/28/05 J.J. 229/07 I I 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 22.668 2B.211 33,754 39.295 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 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 FOLLOWING m0 Z-Zcgo z�Zc" Z�Zq Z�zgo Z�ZmO zT-Zm0 zr•Zm0 Z-z WINDOW GLASS N N O O N O N 0 O N O N O 0 N O N 0 O N O N O O N O N O 0 N O N O O N 0 N 0 O DIMENSIONS: WIDTH TYPE U U U U U U U U U U U O 3: U U U U HEAD-181/2"MAX.FROM CORNERS 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 7 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS 19.125 K.L -.._.._..__...-.._._._....__...._._._...,_...._..-... _..-------.--.............._...-.---..-._-_._........__.. ._..:......._._.._._...._..-.._......._--_---.....,....._._. .-....._....... 111/2"MAX.ABOVE THE MEETING RAIL 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 .1 1 1 1 8"MAX.BELOW MTG.RAIL 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS _.._._..__..._._....-.._.._..........__.-....._.....__.........._.._ ........_..__........_._...._..........._............. _..__............ ....._..._._._...._.............__..... KX 1 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 . _._.._...,_._.....----._......_-- 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 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 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 WINDOWS ARE 12 6/8"MIN.T038"M 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 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. K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 8 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 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 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 6 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSFJ 78 1 79 70 79 79 71 79 73 76 PRESSUREFORTHE 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 8 5 4 6 6 5 6 AVAILABLE. PSFJ 71 1 79 63 71 79 64 74 66 77 69 1 69 TABLE 7.KEY: 53.125 D,kF,J,j 2 1 2 2 2 2 2 3 2 2 1 3 12 3 3 2 3 3 2 3 3 2 3 _ ..__. ..._.._ _.. ...._-... MAX PSF K,L 1 2 2 2 3 3 3 1 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 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12.776 1 15.776 18.776 1 21.776 24.776 1 27.776 30.776 31.106 ANCHOR TYPE. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o (FULL DP) co O N Z Z v!O N Z Z m O N Z Z M O N Z Z M O N Z Z M O N Z ".- Z tq O N Z Z M O N Z Z HEAD 2 WINDOW N P O N N O O t3 O N O fV O N O O N WIDTH li 0 c� C3 c� c� 3 0 8 � 8 0 � 0 cg g c8 0 � U 0 � 'g JAMB ABOVE 4 pRonucrasvtseD 19.125 7 1 1 2 1 2 2 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 KrG,RAIL as cemptying"'Ith lhn Fto7ida 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 b�Id,.%Code Aca No) 'C• I 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 DatO f� 7s TABLE 8.KEY: do Prodacl Caa 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 MAX.PSF 40.000 2 2 2 3 2 3 1 3 2 3 3 3 3 4 T3 T 3 4 3 4 4 3 4 (DP LIMITED) 112 68 78 JAMB BELOW1 2 1t 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 `•;'�:�•' '• '.':1..!o !- w 48.000 63 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 (FULL DP) B 53.125 73 58 66 72 JAMB BELOW d 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAIL '• 6 I,�JI6 /%i._ newer. osec n",wix a®wa. ::'i;. :,:-�r ;••!i� 107 ANCHORAGE SPACING,CUSTOM VIEW '``: '•.-'<e:'t'.•'BY neNsba N.V NL I�ENINCEFL 4275 nk ,,����1• ...:i'; ,,ii`;`�. ���� ALUM.SINGLE HUNG WINDOW,IMPACT I` ar• �-;;'9 P.O.BOX 1529 t NOKOMIS,FL 34274Vir(bly 6ctter `"t°`�Aa°°c �" ' A.LYNN MILLER,P.E. a;;w � mre: NTS 10 er 11 404020 F FL P.E.#58705 F.K. /05 J.J. 2/23/07 *' c ° EXTERIOR INTERIOR NOTES: ALL HEAD AND SILL DETAILS) WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY SEE NOTE 2&3 APPROVED 14'ELCO TAPCONS OR 1/4"S84 CRETE-FLEX. MINIMUM DISTANCE FROM 1-3/4"MIN.EDGE ( )CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4". r(SEENOTE 1&3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 4) 1"MIN.EDGE 1/4"SS4 CRETE-FLEX. 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE .:. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE ;•:;..: 3/8"MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE �. •1-314"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x "' 0 13 IN. 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) —� 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 14' 1/4„ 6053-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 114" 1 3/8" MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MIN. MIN MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX.SHIM 1/4"MAX.SHIM +{ 8.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 O 1"MIN.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. 1 CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSl MIN.CMU (ALL JAMB DETAILS) lu EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK n OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" —518"MIN.EDGE 2-1/2"EMBEDMENT MAX. SHIM 1/4" O Eff WOOD FRAME MAX,(WOOD FRAME SHIM Raildiog Code .131"DIA.MIN. 5/8"MIN.EDGE AmptaawN (ro-671Q,Q{�2AIZ'EM EDMENTx 2112"NAIL, .131°DIA.MIN. AT CORNERS or x 21/2"NAIL, AND 5"O.C. Minmi ade Praduct AT CORNERS WOOD FRAME AND 5"0 V "5/8"MININ.EDGE •131"DIA.MIN. ;l_TT ''IIII'77%r MAX. x2 NAIL, CO AT CORNERS ;;_,; ,.,,•.;:;;,; SHIM ;.•'' AND 5"O.C. 2-1/2"EMBEDMENT DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) TYPICAL INTEGRAL FIN ANCHORAGE 6 r(/f oaro: ^ 1070TECHNOLOGYDRIVE ANCHORAGE DETAILS •."<::;zlDl;.•';,; N.VENICE,R 3427b Toe ,`•.'/,-1j\�f; o°� :"°" �T ALUM.SINGLE HUNG WINDOW IMPACT ;P.O.eOX 1528 � 9°W o°T; NOKOMIS,FL34274 YLslb&Better s"""1di0ah ede 61ib °1eYfgX" �': A.LY W MILILER,P.E. F.K. 9/1105 J.J. A.1/07 SH700 NTS 11 m 11 4040-20 F FL P.E.#58705