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HomeMy WebLinkAboutNotice of Acceptance (4) MIAMI-DADE ARAM-DADE 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)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Ahun. 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. 1 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change € in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded; by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#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 CJMI•D UNTY tr� ! Expiration Date: March 26,2021 Approval Date: August 18,2016 Page 1 SHOP DRAWING REVIEW NO EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED REVISE AND RESUBI-41T REJECTED- SUBMIT SPECIFIED :TE,,: CHECKING IQ Ci EE I G N CONCEPT OF I...... HE INFORN"TION Gi%!Lo: S. CON- TRACTOR IS RESP_�NSiLILE FOR D Mli,'NS;_;-, BE CON- FIRMED AND CORRELATED AT THE JOB SITE; FOR INFO.RiMATfON TFAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO W, ,HNIQUES OF CONSTRUCTION; AND FOR COORDINATION OF M, WORK OF ALL TRADES. FIN N'VDLD ARCH ITECTU RE, INC. Alm PGT Industries,In_c. 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 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 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 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up.drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07 0322.06) 3. Test reports on: 1)Air Infiltration Test,.per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory,. Inc., Test Reports No.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-032Z 06) Manuel Per E. Product Control E�er 0 .0 ExpiraFal aaY h �;1Appr 2 6 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS.203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin 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.05-1018.01) 7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) Manuel Ppfa, E. Product Control xiiner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-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 Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC_51h 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 tinder previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted 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 Pet .E. Product Control E ' 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(FSC),STH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION ® •ALUMINUM DESIGN MANUAL,ADM-2010 A.5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.09D'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) •AISI-S10U07/S2-2010 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B,5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A - .09D"I(URARAY 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 OPVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX 0 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 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) GENERAL NOTES.............I G.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118'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 11B"TEMPERED GLASS,AN AIR SPACE AND 5/16"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 1.13116"LAMI 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 BUTACITE'PVB(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.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(I.)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) OR.090-SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116'LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE- P B Y 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"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX0 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. PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. as c�mtplylxg with IM FM1dR Bxildlxg Code Aeeeptnxco 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. irnt' Dnte 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4848,FTL-4649,FTL-4850,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. Dy ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Plimni adc PradxctCone ALUMINUM DESIGN MANUAL 8.SERIESIMODEL 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 �. \.ii'`j5 •I HURRICANE ZONE(HVHZ). �,•' c^.:C<<\., 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. R. GENERAL NOTES 5705116 F ADDED SPACERS TO JR 0 SHEET 2, p,µ,,gy; 1070TECHNOLOGYDRNE ���� �<'r;IOP _.�1'\` " N.VENICE. 34275 rme i,•!,1 ,1.7`'�\ ALUM.SINGLE HUNG WINDOW,IMPACT P.O.Box tsze A.LY�IN MILLER,P.E. w�, cam NOKOMIS,FL 34274 V&ibly Bctw 6R700 NTS 1 11 4040 20 F FL P.E.#58705 F.K. 8/1705 J.J. 2/23707 Part# Description Material 1 1 71 Kommeding 4SGTPS Spacer System 72 Quanex Super SpacernXrwilh Hot Melt Butyl See this Sheet for 73 Quanex Duraseal Spacer Materials 1/2"NOM. 1/2"NOM. 74 Cardinal XL Edge Spacer 41 GLASS BITE ::4 GLASS BITE REFERENCE TEST REPORTS:FTL 8717,8988 8 8970 70 � 70 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16°ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7116"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: EXTERIOR INTERIOR LAMI IG OUTBOARD 71-74 71-74 a LITES MAY 1 1 (ALL SECTIONS) UPGRADED TO 3/18" WITH NO CHANGE IN pVg"= DESIGN PRESSURE. KURARAY BUTACITE 1/2"NOM, 1/2"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE ® Or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER ��-090PVBINTERLAYER 1/8°ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7/16"LAMINATED AIRSPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8"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 w complying with do Flmids REINFORCEMENT Eulld0lg Code SILICONE HOT•MELT BUTYL POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 5/16"NOM. E"p"nt Date SILICONE 611V NOM. SEAL STRUCTURAL 114"NOM. 3/18°NOM. FOAM BUTYL& SILICONE SEAL By POLYISOBUTYLEN WITH DESICCANT ROLL-FORMED Minmi ode Prnd"ct Cnn WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT.GLASS FACT.GLASS -EXT.GLASS EXT.GLASS \�t;U l INT.GLASS INT.GLASS INT.GLASS INT ;CPI;:,:'.`'.:; r, .GLASS TM -'nwos 71 KODISPACE 72 SUPER 73 DURASEALO 74 XL EDGE 4SG TPS SPACERONXT'm SPACER SPACER 3, C� N JR 0510mwo F ADDED SPACERS. ;•,t:.,'• .;;,d:?;.••'..`;,:.rrw. n 1070 TECHNOLOGY DRIVE GLAZING DETAILS N.VENICE,FL 34276 '/ ' -',y„i.. C; ,•. ,. — ALUM.SINGLE HUNG WINDOW,IMPACT P.D.BOX1629 s N, A.LYNN MILER,P.E. �•0de Ovs NOKOMIS.FL 34274 Visibly Better 3R700 FUl! 2 d 11 4040 ZO F.K B/1/05 J.J. Z2&07 F FL P.E.#58705 Ill FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" MEETING RAIL 48" A,B,M +80,0 -80.0 +80.0 -80.0 480.0 -80.0 1+80.0 -8D,0 +80.0 -80.0 1+80,0 -80,0 +80.0 1 -80,0 HT. 60" A,B,M +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 +79.0 .79.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 �+75-9 -75.9H 53118" A,B,M +80.0 80.0 +80.0 -80.0 + 9.6 -79.6 +78.2 -78,2 +76.9 76.9 +75.4 -75.4 74.0 -74.0UP TO53116" O,D,E,F,G,H,I,J,K,L +00.0 -80.0 +80.0 -80D +800 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80',0 80.o -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 "p^ WIDTH GLASS TYPE 38 3/8" 44" 60 618" 83" 72" 74" 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1+80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL 60" A,B,M +80.0 -80.0 +80.0 -80,0 +80.0 -80.0L -79.9 +70.0 70.0 +70.0 -70.0 +70,0 -70.0 62" A,B,M "x" H +80.0 -80.0 +80.0 -80.0 +80. --80.0 -76.9 +70.0 70.0 +68.8 -68.8 +67,6 M:V663118" A,B,M +80,0 -80,0 +80.0 -8D.0 +80.0 -BOX -75.0 +68.0 -68.0 +68.7 -66.7 +85,5UPT0631/8"' C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 +70.0 -70.0 +70.0 -70,0 +70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT,W1 SASH-76"FLANGED AND 7S"INTEGRAL FIN) W T. MINUS WIDTH GLASS TYPE 17118" 2211116/, 28 3/16" 33 314" 38 6lT6" 4413/16" 60 318" 6616/16" "0^ SASH 63118" 1 D,E,F,J,K,0,& +80.0 I -80,0 +Bo.O 1 -80.0 1+80.0 1 -80.0 1+80.0 -80.0 1+70.0 -70.0 +70.o -70.0 I+70,0 1 -70.0 1+70.0 -70,0 T. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "x" SQ H A.5/16"LAMI-(1/8"A,.090,1/8"A) FTL-4647,4648,4723,4957 B.5/16"LAM]-(1/8"A,.090,1/8"HS) FTL•4647,4648 C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL-4647,4648 D.7/16"LAMI- 3/16"A,.090,3/16"A) FTL-4645,4885 E.7116"LAMI- 3116"A,.090,3/16"HS) FTL-4645 F.7116'LAMI- 3/1WHS„090,3/1WHS) FTL-4645 PRODUCTREvISED ®cmnply(ug with the G.13/16"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(1/8"A„090,1/8"A FTL-4646,4723 r]tMdR O"NdilIgC0de H.13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"A„090,1/8"HS) FTL4646 Acc`Plnnco N"1G•O (Q,�• IfalXm Dale I. 13/16"LAMI IG-1/6"T.AIR SPACE,5/16"LAMI- 1/6"HS,.090,1/8"HS FTL�646 0y J.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAM[-(3116"A,.090,3/16"A) FTL-4649,4650 Mi uni ade Pmduct q; K.13/16"LAMI IG-1/8"T,AIRSPACE,7/16"LAMI-(3/16"A,.090,3/18"HS) FTL•4649,4650,4958 L 13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16'HS,.090,3/16"HS) FTL-4649,4650 M.13/16'LAMI IG-1/8"A,AIRSPACE,5/16"LAMI-0/8"A,.090,1/8"A FTL-5063 `• I.,is;: I.1'I,l ,,, :�� NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES 0Y DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. - 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518"MINIMUM TO 38"MAXIMUM, 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY Re�s4 nY-' O"t": FAUkna• '�,) Ir-rl/� :•;,./`'`.' ft° N 1070TECHNOLOGYDRIVE DESIGN PRESSURES •;�•, ?^;;,n^•,.•'.•; ':• N.VENICE,F134275www- P.o.eox lsze -- ALUM.SINGLE HUNG WINDOW IMPACT 1 11 memey. o.ez new NOKOMIS•FL 34274 VWbjj,gam • aI o.�o+a m>. A.IN Mfd�1 R,P.E. F.K. 911105 id. 9J23/07 SH700 NTS 3 w 11 404020 F FL P.E.#58705 531/8"MAX.FLANGED WIDTH 52 1/8"MAX.I.F.WIDTH 49 518"MAX.FIXED D C+I DLO(ALL) 76'MAX. 75°MAX. 75'MAX. I.F. SEE DLO I.F. A A I.F. t TABLE 0 j p HEI HT STABLE 0 HEI HT SEE DLO O C j HEIGHT L76"MAX. 76'•MAX. 76"MAX. FLANGED L FLANGED L FLANGED HEI HT HEI HT HEIGHT SEE DLO 38 /16" TABLE X j AS SEE DLO X S E SEE DLO X S E (MAX.) HEIGHT TABLE — / NO 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. SEE DLO I HEI HT E HE HT SEE DLO TABLE 0 j 76"MAX. TABLE O j 76"MAX. FLANGED FLANGED HEIGHT HEI HT II PRODUCT REVISED 20" / 20" ns complying with ft AYrldQ SEE DLO TABLE X j (o' SASH SEE DLO TABLE X j SASH Bml in.Cade b HEIGHT HEIGHT �pSt�Y ( O 1 O �y B d,4iami a ePmdoal DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) ,.�11lu1ti11j NOTES: ;. .�.. .. ... ,</..; 1.SEE SHEET.5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, t ' 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 'o.:587�` 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. _ or. Darr. aawaex _ oan4om• :(„1``. /:.�;is'..P !Cf,` ELEVATIONS , :,,,... +or;l l'.,•`I poylmx 1070 TEN.VENICCHNOLOGY E.FL34275ORIVE '�'� �,t., """C•� �� P� al'' R0M1f1 P.O.BOX 1520 =�— ALUM.SINGLE HUNG WINDOW,IMPACT , ��� wm Dhotoa wm NOKOWS..FL34274 Visibly Better s. ", 11 ar av a 4040-20 F F A LFL E 2123/07 sH700 NTS 4 4 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 MAX. �S 2.710" FIXED 7�8 OR 17 LITE DAYLIGHT 25 OPENING OUTSIDE 25 I�---MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN(LF.).FRAME SECTIONS INSIDE 23 47 50 MAX. HEIGHT 21 2,946 HIGH OUTSIDE I SILL 2.Z 30 LOW F_ j �L VE DAYL GHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 6817��Jj710" 7 I.F.FRAME28 53 I PRODUCT REVISED as..nplying with ft FloddQ OUTSIDE I R"''� gCodo 1Co-o 4,06 Accoptmrc_ I I r^cpimt'ro�me t 6 RY 53 >yra nI rtnauLe zs4s" 63 2.330" (HIGH SILL) 52 (LOW SILL) SEE NOTE ABOVE 54 64 67 ; 3 30 ULTRALIFT 69 12 ONLY 12 ONLYULTR SECTION SECTION C-C SECTION B-B RADIUs TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) SECTIONS 1070 TECHNOLOGY DRIVE �''%'i• •:� ���+`•• R D h FeNWIu: N.VENICE,FL., n0` rrr':."•�'.'%ii %��� `` Rr• im. F� eox lsze �� ALUM.SINGLE HUNG WINDOW,IMPACT NO P.O..O.BOIS,FL34274 Vivib Better earasarodr: �"` �` °"'°'°"°• R. A.LYNN MILLER,P.E. f)fam Br o.n: ched�d Dab: h SN700 Half 5 a 11 4040-20 F FL P.E.#58705 F.16 81105 J.J. 2/23/07 ITEM DWG.# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 4002A' FLANGE FRAME HEAD 612226 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1165 #8 X1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6S33402 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,1/16X1/2-7/16LAW 62BVISIO 7 4025 SASH STOP 612244 6B 4051A SASH BOTTOM RAIL(HIGH SILL) 64D51 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 r 4029 SPIRAL BALANCE,3/8",518",OR 11/16" 70 SILICONE,DOW899,996 OR EQUIV. 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"A) #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"HS) BALANCE BOTTOM BRACKET 7BALTBKT .82 C.GLASS,5116"LAMI,(1/8"HS,.090 PVB,1/8"HS) 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,W13-A.090 PVB,1/8A) #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1FPAX B4 E.GLASS,7116"LAMI,(1/8"A.090 PV8,1/8"HS) 1080-1 BALANCE COVER,11116" 6BALCVR670 85 F.GLASS,7/16"LAN,(1/8"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAMI IG;1/8"f,AIR SPACE,5/16"LAM],(1/8"A•090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/87,AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/8"HS) 19 #8-32 X 1/7 l.G.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13116"LAMI IG;1/8'T,AIR SPACE,6/16"LAM.(1/8'HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAN IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3116"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3116"A.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG;118"T,AIR SPACE,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAN IG;1/8"A AIRSPACE,5116"LAMI,(118A.090 PVB,iB"A) 27 1016 #8 X.625 PH.FL.SMS 7858 2,878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.784 30 1 1226 JWSTP.,BULB VINYL BTP249 . 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 110 35 1622 LAM]SETTING BLOCK 3/32"X25/64"X1" 71622K 3. 55 36 1052 LAN IG SETTING BLOCK I"X3/4"X I116" 71052K 37 1224 VINYL GLAZ.BEAD BULB ICK) 6TP247WK 062 38 1225 VINYL GLAZ.BEAD BULB(THIN) STP24BK 41 4039B GLAZING BEAD,5/16 LAM.GLASS. 64039E 47 FRAME,I.F.HEAD 42 4044B GLAZING BEAD,5/16 LAM[WIGRILL KIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7116"LAMI 64222 O FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAMI WIGRILL KIT 6985 48 #4072A,6063-T6 46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 2.908 47 4071A FRAME,I.F.HEAD. 64071 rRODUCrR VISED _T 48 4072A FRAME,I.F.LOW SILL 64072 2.374 as complyi.SQhthe FlMiAd¢ 49 4073A FRAME,I,F.HIGH SILL 64073 Duild ng Code I ,O I¢-Q{p_ Acrcptaace No I 50 4074B FRAME,I.F.JAMB 64074 t.. irat' Date r 52 4009 SILL LATCH(EGRESS) LOW SILL) 764009 .082 NOM 0y 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4.171 Miami de pmducl Coutrd 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2. 1 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM 56 1630 SCREEN CORNERKEYW/RINGS 71630 THICKNESS tllll,il` 57 1631 SCREEN CORNER KEYW/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME, I.F.JAMB OFRAME,I.F.HIGHS] L #4074s,8063-T6 49 USED AS RADIUS TOP HEAR .' #4073A,6063-T6 ( ) R Obta' RINWn: R"ny.�x 1070 TECHNOLOGY DRIVE PARTS LIST - y. ^:�:••'<<)r7h]i._,.•',. N.VENICE,FL 34275 _�— ALUM.SINGLE HUNG WINDOW,IMPACTW.—m or �; - ��'���• °e' FBNf1 P.O.eox laze en or ena Rm A.LYI Its rMILLER,P.E. NOKOMIS,FL 34274 Voibly Beaer BO1"' a F aoWne e� �"odatl ° SH700 NTS 6 11 404020 FL P.E.#58705 F.K. 9/1/05 J.J. 2/23/07 �I �1.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F.FRAME 2.784--{ ,062 I II 2 I� 1,3� I 2.830 2.330 J 062 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 �-2 784- I _ 1749 O FLANGE FRAME SILL (Low) WELD #4003C,6063 T6 6 or 50 ALONG SCREW SEALANT OR GASKET BOSS(2) AT HEAD AND SILL 121.710 � �1.b13-•►� .738 062 .062 A90 .040 �+•1.451+•�� � VIEW D�D VIEW E-E 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 #4025,6083-T5 17 #4053,6063-T5 050 — — #4004,6063-T5 . I (USED AS RADIUS TOP HEAD) 1.165 I .678 —+{ ff 1.342 r —2.279---�{ T 1.096��►J .os2 1.3 2.326—► 14s GLAZING BEAD,5116" #4039B,6063-T5 062 .155 17 .062 1.9791 31 SASH SIDE RAIL .062 94008.6083-T5 21 FIXED MEETING RAIL 2S SASH TOP RAIL L 28 SASH BOTTOM RAIL(LOW) #4054A,6063HD-T6® #4006C,6063HS-T6 #4007,6063-TS 050 050 Ir~ .678 1.096 PRODUCT REVISED 678 42 GLAZING BEAD,5/16" us co Ipiying with the Floddn #4044S.6063-T5 Buildngcode �+--2.328—�I TT Accopin"cello I�'O'1421 1.096 ) �1� �� } (USED W!GRILL KIT � .062 �`�I I Expimt' Date 2.946 44 GLAZING BEAD 7/16" Mim»i ade Product Con rol 3.446 #4222,6063-T5 062 2.638 ' — 1 .683 .050 I I `` tutrr1tr 678 �r T1.097 mi 050—� 46 GLAZING BEAD,13/16"IG , �: ' #4067,6063-T6 69 FLANGE FRAME SILL(HIGH) gg SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" #4050A,6063-T6 #4051A,6063-T5 #985C,6063•T5 1 le:: (USED W!GRILL KIT) 6 I YI 6 f` Rmwey, pmWow. V�RmWfanc �}} . !ifs wNa�v: 1070TECHNOLOGYDRNE EXTRUSIONS&FRAME CORNER DETAIL N.VENICE,FL34275 ,' �r1/1,.......••• l9wer o.� R. ��— ALUM.SINGLE HUNG WINDOW,IMPACT '� -r��':Lj`P.O.BOX 1520 rr1, I11 nmOr n+ea cnoam mm NOKOMIS.FL 34274 Vtsibly Better eA`'m`"°` �'' e1tl0L' '"'""°^'" Z7, A.LYNN MINER,P.E. F.K. e/vos J.J. z123ro7 sri700 Half 7 w 11 4040-20 P FL P.E.#587CS 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: 28.603 34.603 40.603 1 46.603 52.603 58.603 64.603 76.000 3-#12SCREWS ANCHOR TYPE: 01 zv� WINDOW GLASS tMJ U N O' O c i 0 1,, O -O nP U N 0 O c�i U N 0 0 vi U N O—O car 0 0 cli U�1 0 O c�i 0 N O�O 2 FOLLOWIIN.ANCHOR GDIMENSIONS.ATIONS ARE ASED ON THE O U U U U U U U U O U U U U U O U U U U HEAD-181/2"MAX.FROM TOP CORNERS WIDTH TYPE 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-15"MAX.MAX.FROM TOP CORNERS __.._._..- _.. ----........_.._. __...---•-_--......_.-_.._....._..._......._ ..._..._ _. ._...___. 15"MA FROM BOTTOM CORNERS H,I,J,K,L 1 2 1 1 111 1 2 1 1 1 2 2 2 1 12 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 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 _...._..... _._._....__........._. ......_. ._._....._... _.._... __I._.......___........:..._ .._.... __.............._..__..._.._.._...._ ._..__.........._.. ._.._..... _.. 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 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 QUANTNOTE 2ITIES USING THE DIMENSIONAL CRITERIA OF _.._......_.._...___...__... ._._._....__..._,. ._____- __._._...._.._._.. __.._,__.____ .___-__.__ _.._ _...._ ......_._-._._._.--- 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 2 212 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 4.TABLE FLANGEDDTH AND HEIGHT DIMENSION ARE FOR WINDOWS. INTEGRAL FIN DIMENSIONS AB,M 1211 121 21121 2221' 2222-22i2 - 2�222214232222232223332123 3 ARE 1°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 2 '1'-1--2- 2 2 - 3 1 f 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 3 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 A,B,M —.-_..____... _._,. ___._.__________._ .____ _.___..... ___._._.__..._ _._. ._ MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 2 1 2 2 2 2 3 112 2 2 2 3 1 2 2 3 2 3 21.2 2 3 213 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 313 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 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 AND GLASS TYPE IS AB,M 212 112 2 2 2.3 1 2 213 2 3 2[2 2 3 2 3 2`2 2 3 ___f'_ 3 3 - 1- 3 3 3 4 313 31-4 3 5 3 3 4-4 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 -2 ...2.._.^2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _._.. ..._._._._.__ ...._.....__. ......_.._..... _ .... _..... ---..,.. ..2--_ _... 40.000 H,I,J,K,L 221222232223232223232323242I333342334353334453344 2 2 2 2 2 2 . 2 2J. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 1�2 2�2 2I3 2 2 2 3 2�3 212 2 3 213 2j3 2 3 2i4 2 3 3�3 3 4 2 3 314 3 5 3 3 314..415 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 MkX PSF 44.000 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 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4�5 3 4 4 5 (DP LIMITED) 118 PRODUCrREWSED 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD ac D plying with the Florida __ _._, .__......__._....._.. 22222I223222�32--l' 24233331423333423 3435333I44534Orb AccaptOnmNo� -0 0 21 PSF 79 79 JAMB ABOVE 2 3 g ivat' t DuW �GU 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 BMTG.RAIL_: ----_--_....,._. .... .. JAMB BELOW Nfi uni ade Pmdiict coDtroi 48.000 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 3114 2 3 3 4 3 5 3 3 3 4 3 5 3 3 45 4j6 3 4 5 5 MTG.RAIL 2 22 2 2 2 2 2 2 2 2 . 2 2 2 2 2 3 2 2 3 2 2 AgM — .. ...2 2 2�22 2 22 2 2�3 3�4 3I4 3 4 213 3 4 3J5 3I3 3�4 315 3 3 4 5 4 6 '3*14 5 5 (FULL DP) ifllltr,, PSF 72 79 79 HEAD 2 C,D,E,F,G, 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 ��,.. ,._n'i:nr„;, ,•`% 53.125 H,I,J.kl_ 222�222232�22j3 314 213 3 4 3I423343�4333�43I53I3444�6344�54183456 MTG.RAIL 2 2 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 — -- —._... -....--�... .. .._.... - - ..,.._... -' '-- MTG.RAIL C{• 222222232122�334233�43423343.43334353I344453345463445 mMay.I Dots RMeb/,n' tksvptba "F''i_i i s !/e SPACING, 1/1 WINDOWS R Day,; Rarismns 1070 TECHNOLOGY DRIVE •','-. ......••' N.VENI P.O.BOX 1529 CE,FL 34275 - ••'��-i 1'-f ,. ,^•.,lt-. ,'\ a• Rmemc � ANCHORAGE ltu�ap. D. ALUM.SINGLE HUNG WINDOW,IMPACT ease !' I' Drewna7: Dam: cnmlmu Data NOKOMIS,FL34274 Visibly Better s'"` d A.LYNf�MILC��2,P.E. F.K. 7/29/05 J.J. 2/23/07 SH700 NTS 8 11 4040-20 FL P.E.#58705 I ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-t/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX. SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 .76.000 3-#12SCREWS ANCHOR TYPE. ONCACIN'01 ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ UU 2,ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS m z ZmOZzm0Zzm0ZZm0 Z ZMOz zm0zrz NOOONONO�OcvNO�Oc:iONO�ON NO—Oc4N0 Oc�iNO O FOLLOWING DIMENSIONS: WIDTH TYPE U U U �j U U }j U U U U �$ U U U U U U HEAD-18 1/2"MAX.FROM TOP CORNERS c,T,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 ...._..._.. _.. ill -_..._._._....._.._......_.._..�._._....L_. ...- --..._.—.__...._. __....._...__.............._..._._..__...-._--........._..........._._.__ ..... .... ._... 16 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 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 1Fit1 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 2 2 3 2 2 2 3 J 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 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-�9 1 1 212 1 1 2 2 2 2 2(2 2 2 2 2 2 2 2 2 2 2 2�2 3(2 3J 2 2 2 3 2 3 2 2 2 3 2 3 2 2 P 3 2 ARE t"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 _�.___ _. ._ .._._ 3-1 ____..___.._-__„.._..__ _ __ _..__ BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2�2 2J 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 313 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 1 1 1 1 1 1 1 1 1 2 1 1. 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 ill 1 1 2 212 2 Z 2 213 2 2 2 2 3 3-Z 2 .3 3 3 3 3 -2 3(3 313 2_2 3 3 4 j 3 3(z 4 3 441 3 2 41 3 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE 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 2 212 2 2 2f3 2 2 2 3 3 3 2(2 3(3 3 3 3 3 4 3 3j3 3 2 3 3 4 3 3 2 4�3 4 4 3 2 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 1 1 1 1 1 1 2 2 2(2 2 2 2�3' 2 2 3Ti 313 2r2 3(3 413 3 3 413 3 3 313 4 3 4 4 3 3 4�3 4 4 3 3 5 3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _.. ...._ 1 1 1 1 1 1 :2]-2 2 2 2j2 L3 2(2 3 3 3i3 2 2 313 4 3 3 3 413 3 3 3 3 4j3 4I4 3 3 4�3 4 4 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 _... _............ ........ ............._ ._.._..._...._...... .. —— (DP LIMITED) 117 PRODUCT REVISED 44.000 H,I,J,K,L 111111222(2223�322333�4233344334413443343443343443 -3 HEAD .evmplyi.swilh the r1od& 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.... 2..... 2 2 2 2 2 O 14.E A,B,M _........ _....... ... ... .... . .... ............................. ............... ... .._;...........-... ....._..._ _..._.._. .....I....._— JAMB ABOVE 333 e Q ! uild nII e ccepinnce No I 1111 71 22222233223I331423 3 344334�344334I3443I34I344335(4 rot Dte a 2 PSF 45 74 51 74 79 79 JAMBMTG BELO RAIL ny 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 MTG.RAIL e M' i cd Pmd 'Calitti$ I 48.000 H,I,J,K,L 1 1 1 1 t 1 2 2 2I2 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 4 413 5j4 2 2 2 3 2 2 2 2 2 3 2 2 3, 2 .2 A,B,M 121 121 721[2121.i2 222 222 222 323 222 3�3 34 3(3 3 3 4j4 3�3 4 4 4(4 3(3 4I4 4 4 4�3 5 4 4(4 4 3 5 4 (FULL DPI PSF 41 67 46 67 76 79 HEAD 2 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 _ .... ......... ........ .......... ........ ........ ........... ......... .._.....__.... ...---.._... . .... ... ...+.... .. ... .. ... MTG.RAIL :.;.sa;I;,; '•.::- .:. 53.125 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4I4 4 4 3�3 4 4 5 5 4 3 5 4 515 4 3 5 4 ::. 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW A,B,M — — ......_._.... ....... .._..............._._.._ .:......._......... .__._.... .... .:.......... ._....._.._,._.. .._ MTG.RAIL u 1 1 1 1 1 1 2 2 212 2 2 3 3 313 3l3 4j4 3 3 4 4 4 4 3.3 4(4 414 3 3 414 5j4 4 3 51A 5`4 4I3 5 e.., R,„4ajy,. Re�Nymi 1070TECHNOLOGYDRIVE ANCHORAGE SPACING,STANDARD VIEW %`�: ''``'�'i1DI'"' "`'\�"'` N.VENICE.FL 34275 7 /�7i,'...I;•ir+,l.. '`',, '•'\ r. oda R wns• �T ALUM.SINGLE HUNG WINDOW,IMPACT ++I +++' P.O.BOX 1528 s� bb,t A.LYNN MILLER,P.E. omwney: GeM: riwae4B.oefx NOKOMIS,FL34274 VWblyBetter F RK 7129105 J.J. 2123107 SH700 NTS 9 11 404020 FL REM 58705 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 1 22.668 28.211 33.754 39.296 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 FOLLOWIING rr0 Zr.zmO Z,_.ZmO Z�ZmO z zCIO Z�ZCIO z,,..,Z qO Z-ZNO Z-Z WINDOW GLASS�f N O O NONO Oof NO O�+ NO ONONO ONONO ONONO OcJONO O DIMENSIONS: WIDTH TYPE U U U U ?� U U U U � U U 3: U U U U ?� U U HEAD-181l2"MAX.FROM CORNERS 19.125 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 JAMBS-171/2"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 8"MAX.BELOW MTG.RAIL 24.000 O,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 15"MAX.FROM BOTTOM CORNERS _....._._...............__............................_.............__................___..._..._.._... .......... ......................_...._......................._.._._......._. K,L .....1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 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 _. ............_........ ....._.........._.........--_._. ..._.... .____...._...... _._....-----..____._._......._... _.----__.._......_........._....__._.__.,..___...._.__.._...._._.._- 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 _.. ...__ .. ... _.-.._..____....__... _.__.._ ....__......_._......._.... .._......................._...,.._...._.. ._,_..........-....._...._._..........._._..._ WINDOWS ARE 12 518"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 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. 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 6.DESIGN PRESSURE LIMITATIONS: PSF 79 78 78 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 5 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 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 1 1 2 2 2 3 3 3 4 4 4 b 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 f63 71 79 64 74 66 77 69 69 TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 3 2 2 3 23 3 2 3 3 2 3 .3 2 3 .- MAX.PSF K,L 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 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12.776 15.776 18.776 1 21.776 24.776 27.776 30.776 1 31.106 ANCHOR TYPE. ❑ o o ❑ ❑ o ❑ 0 0 ❑ o o ❑ 0 0 ❑ o c� ❑ 0 0 ❑ 0 0 FULL DP H7 O N Z Z O N Z Z ' O N Z Z w O N Z r Z ch O N 2 — Z ' O N Z Z <?O N Z .- Z M O N Z Z HEAD 2 WINDOW �iQ O ONO O ON 0 8 ON O N ONp O O �i O 8 WIDTH 5 U " 3 U O U O S U U U 5 U 0 U JAMB ABOVE 4 PRODUCT REVISED 19.125 1 1 1 1 1 2 1 1 2 2 1 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 MTG.RAIL 0 complying with the Florida 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 D„iId ng Ccde Accop;_ .I. '� I :O{o21 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 F Ypimfio Dale f� 37.000 79 TABLE 8.KEY: Man„ de Pmdael Contr 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 1 MAX.PSF 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 . 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 112 JAMB BELOW 2 44.000 68 78 \; I 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 . ••'_": •. !c Lj;�j 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)e n.Gis7G:. 73 58 66 72 JAMB BELOW 2 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 It R.WOr. D. R"Wbne avnOUn /•• I'=V' C,� 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,CUSTOM VIEW r+.rx01•''•tr r`' N.VENICE,FL 34275P. '///•r r:r j�.1!•;�4`ir� .SINGLE HUNG WINDOW,IMPACT KOMIS,FL za ALUM � — o„a,R Rm A.LYN�1 MILL,,ER,P.E. Data: NODMIS,FL 34274 Viribly BeKeT F F.K. 7/W. J.J. 2MI07 SH700 - Ins 10 11 4040-20 FL P.E.#58705 EXTERIOR INTERIOR NOTES: ALL HEAD AND SILL DETAI WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY SEE NOTE 2&3 APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-314"MIN.EDGE ( )CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4". (SEE NOTE 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"S54 CRETE-FLEX.' 3.35 KSI MIN. 7( 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 ;• 1 3/8"MIN„1/4"TAPCON TOTAL THICKNESS 1S LESS THAN 1 112", 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 o 1 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK o MIN.IN. 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 1/4" 6063-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 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" 1 318. 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 I+— 1/4"MAX.SHIM�{ .6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT •''. 1-3/4"MIN EDGE D 1"MIN.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. �Illtltl�lll CONCRETE ANCHOR, I WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR I BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 518"MIN.EDGE 2-1/2"EMBEDMENT MAX. SHIM 1/4' WOOD FRAME MAX. Pttnt1UC'f IiCViSED WOOD FRAME SHIM O --� m complying"tdth ow plmida Uuild°ig Cork 131"DIA.MIN. 5/8"MIN.EDGE A=pfeuw No 16'0714"06 2-1/2"EM EDMENT x 21/2"NAIL, �Qdfflh.�PraMd-t D.131"DIA.MIN. AT CORNERSx21/2"NAIL, AND 5'O.C. AT CORNERS WOOD FRAME AND 5"O.0 v 11111 5/8'"MIN[.EDGE 1/4° l .131"DIA.MIN. x 2112"NAIL,AT CORNERS r p.r: MAX. .',,>c.. ........ ':<r�. . '•::<ii. SHIM AND 5"O.C. 2-1/2"EMBEDMENT DETAIL F,(HEAD) DETAIL E.(JAMB) DETAIL G,(SILL) TYPICAL INTEGRAL FIN ANCHORAGE Y �O1 B"+rV 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS ,;t;ol;.•',t,:'.: N.VENICE,FL 34275 11°` i�/„Y. ;Ji•.`,• �� ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 152E ilk• mmm sr. o°ra o.m: NOKOMIS,FL34274 °m.+cr�+. mr A.LYN46u 1.ER,P.E. F.K, mm, J.J, 2123107 T�lrtbly Better s t IVT$ 11 a 11 4040-20 F FL P.E.#b8705