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HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADS COUNTY o 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) ivww.miamidade.gov1ecoaom1 PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The,Miami Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control , Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.4040-20,titled"Alum. Single Hung Window,Impact",sheets I 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 j the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change 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 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 ` i MIAM12 E COUNTY !1/� ��p Expiration Date: March 26,2021 Approval Date: August 18,2016 Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I 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 diagramof a PVC sliding glass door, a PVC fined window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Durasea?spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed;by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202=94 2 Uniform Static Air Pressure Test Loadm per FBC TAS 202-94 g 3)Water Resistance Test,per FBC,TA&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,sighed 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 FB'C,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 NDA No.0 7-0322.06) Manuel Per , E. Product Control Eer NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(coNnNuED) 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 NDA 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.05-10.18.01) 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 y g 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 P ez, E. Product Control x iner 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-51h 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"Sa#lex 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 12/11A6. 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 under previous NOA No.15-0519.08) 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649 FTL-4723.FTL-4947; III 4 and FTL-4646 issued b Fenestration Testing Laboratory, FTL-4650,FTL-49 8 a y g Y, 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, IIS signed by Ishaq Chanda,P.E. I G. OTHERS 1. Notice of Acceptance No. 15-0519.08,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and expiring on 03/26/21. / 4' 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: 02014 FLORIDA BUILDING CODE(FBC),STH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) ASTM E130"9 �ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION ® -ALUMINUM DESIGN MANUAL,ADM-2010 A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) .AISi•S1G"7/S2-2010 OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5/16"LAMI CONSISTING Of(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"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.............1 G.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"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.13/16"LAMI IG:(1)LITE OF 1/8"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 1.13118"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090'KURARAY BUTACITE B 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 7116"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A CORNER DETAIL..............7 .09D"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 7/18"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACIT PEUVB(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 5/18"LAMI 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 W1 LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED ' S.SHUTTERS ARE NOT REQUIRED. ns comply ng with 1h4 FI0dda Hwldni9 Code 1c a AW6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET,7.REFERENCES:TEST-REPORTS FTL-4645,FTL-4648,F71-4647,FTL-4648,.FTL-4649,FTL-4850,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063.ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Cunt/ ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 9,THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY �� �.••••••..`;a. 'i HURRICANE ZONE(HVHZ). -X ' �1` 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. No 1>fi7r) ;s mx asN,fine: oowtmw' •, .OF .�•'1.;. JR 05105118 F ADDEDSPACER3iOSHEE72. GENERAL NOTES <OkIDF..,.•'';,\'/:' a p"nyo•, 1070TECHNOLOGYDRIVE ���S/�.I •••...... y• N.VENICE.FL 34176 ).,1 ,�•y\�• a r- ALUM.SINGLE HUNG WINDOW IMPACT ''ii" ; ;;yJ P.O.8Ox1529 e,_v, - A.LYNN MNLLER,P.E. on,"n .o.rs oma, NOKOMIS.FL 34274 V1slbly Better F FL P.E.#58705 F.K. 9/1/05 J.J. 229/07 SH700 NTS 1 11 4040-20 Part# Description Material 71 Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nXTWith Hot Melt Bulli See this Sheet for 73 Quanex Dulaseal Spacer Materials 1/2"NOM. 112"NOM. 74 Cardinal XL Edge Spacer 41 GLASS BITE 44 GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8988$8970 70 37 70 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7N6"LAMINATED 5116"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: LAMI IG OUTBOARD 71-74 71-74 a EXTERIOR INTERIOR LITESMAY BE I .I (ALL SECTIONS) UPGRADED TO 3116" v WITH NO CHANGE IN "PVB"_ DESIGN PRESSURE. KURARAY BUTACITE 1/2"NOM. 112"NOM PVB INTERLAYER 038 .. GLASS BIT46 GLASS BITE OrSAFLEXPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 38 70 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5118"LAMINATED 7116"LAMINATED AIR SPACE AIR SPACE 118"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13118"NOM. 13116"NOM. 13116"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 PRODUCTREVISED ALUMINUM "a complying tvilb tha Florida REINFORCEMENT Duildmg Code 11/4"NOM. CONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA Acccplea,xNo1 STRUCTURAL BUMENEVINT.GLASS 6118"NOM. Ex irol• Dale Y 17 ' SILICONE 6118"NOM. SEAL STRUCT3/18"NOM. POLYISOBUT - FOAM BUTYL$ LICONE SEAL DyWITH DESICWITH - - ROLL-FORMED _ iamiDESICCANT - DESICFAAM - STAINLESS STEELEXT.GLASEXT.GLASS EXT.GLASS EXT.GLASS NT.GLASS INT.GLASS INT.GLASS 7, KODISPACE n SUPER 73 DURASEALO 74 XL EDGE"'' 4SG TPS 0 SPACER®NXT'" SPACER SPACER "*— � . JR 057051!9 F"ADIDEDSPACERS GLAZING DETAILS A"� •�'' Dr,,.•,; 7070 TECHNOLOGY DRIVE i� ..., •L�•,` N.VENICE.FL 34775 to 'i �i.f.../�• `;��,�` P.O.BOX 1529 ALUM.SINGLE HUNG WINDOW,IMPACT iw A.LYNILILER,P.E. �vy ate, NOKOMI$,FL 34474 vwbly Betel' BMOe F.K. FUQ •z y 11 44040-20F FL P.E.#58705 9/1/05 J.J. 1/23'07 1/1 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 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -8D.0 +80.0 -80.0 +80.0E-75.4 +80.0 -80,0 HT. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 +79.0 -79.0 q 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 +75.9 -75.9 X. S I H 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 +74.0 74.0 1 UP TO 631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 .80.0 +80.0 -8D.0 +80.0 -80.0 +60.0 -80.0 +80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT 10" WIDTH GLASS TYPE 36 318" 44 60 618" 63" 72" 74" 76" 48" 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. MEETING RAIL 60"" A,B,M +80.0 A,0,0 +60.0 +80.0 80,0 +79,9 -79.9 +70.0 -7D.0 +70.0 -70.0 +70.0 -70.0 I ^X^ S H 62" A,B,M +80.0 +80.0 .80.0 +76.9 -76.9 +70.0 -70.0 +88.8 -68.8 +67.8 -67.6L63118 A,B,M +80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -88.7 +65.5 .65.5 UPT0631/8" C,D,E,F,G,H,I,J,K,L +80.0 +80.0 -80.0 +BO.D 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 WT• WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI SASH=76"FLANGED AND 76"INTEGRAL FIN) .0. MINUS WIDTH I GLASS TYPE 1 17118" 1 2211116" 1 283116" 1 33 314" 39 6116" 4413116" 60 3/8" 6615116'• - SASH 63118" D,E,F,J,K,L4 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 -70.01+70,01 -70.01+70.01 -70.0 HT. HT. IMEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. L "X" SASH A.5/16"LAMI-(1/8"A,.090,1/8"A) FTL-0647,4648,4723,4957 B.5/16"LAMI- 1/8"A,.090JffHg FTL•4647,4648 C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL-0847,4648 D.7/16"LAMI- 3/16"A,.090,3116"A FTL-0645,4885 E.7116"LAMI- 3/16"A,.090,3116"Hg FTL•4645 PRODUCT REVIs6D F.7/16"LAMI-(3/16"HS,.090,311WHS) FTL-4645 ascmnpp•ingwith theFlorhl¢ G.13/16"LAMI IG-118"T,AIR SPACE,5/16"LAMI- 1/8"A,.090,1/8"A FTL-4646,4723 Rwt4 np C°7` / AcccptnuwN"(l0•� I¢ H.13116"LAMI IG-1/8"T,AIR SPACE,6/16"LAMI- 1/8"A,.090,1/8"HS FTL-4646 irnti""DWe � J I. 13/18"LAMI IG-Iff T,AIR SPACE,5/16"LAM]- 1/8"HS,.090,1/8"HS FTL4646_ - DY J.13/16"LAM]IG-1/8"T,AIR SPACE,7/16"LAMI 3118"A,.090,3/16"A FTL-0849,4650 Mimni ade Prorsad Q, ro K.13/16"LAM[IG-118'T,AIR SPACE,7/18"LAMI-(3/16"A,.090,3/16"HS) FTL-4849,4650,4958 L 13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAM]- 3/16"HS,.090,3/16-HS) FTL-0649,4650 M.13/16"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI- 1/8"A,.090,1/8"A) FTL-5063 .��tS1:• �!" ,, 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. l0• +•70.'i 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. - 'u 4.GLASS TYPES C.G,H,AND I MAY BE USED IN SASH ONLYMwBr. mix. " 1070TECHNOLOOYDRNEof. T•DESIGN PRESSURES •..•,�rttra^•..•,'.<u': P ALUM.SINGLE HUNG WINDOW IMPACT i t/''"i` N.VENICE,FL 34275 By s R P.O.89X t52e � , s e n" A.LYNN�I��ER,P.E. �; NOKOMIS,FL 34274 Vk(b(y Better 8N700 NTS 3 •+11 4040 20 F FL P.E.#58705 RK 911105 J.J. ?113/07 53 1/8"MAX.FLANGED WIDTH 52 1/8"MAX.I.F.WIDTH 49 618"MAX.FIXED C DLO(ALL) 75"MAX. I 75"MAX. 75°MAX. SEE DLO I.F. A — — A I.F. I.F. TABLE O j p—JHEI HT SEE DLO / / HEI HT SEE DLO C HEIGHT I TABLE O / TABLE O IL 76"MAX. L 78"MAX. L 76"MAX. FLANGED FLANGED FLANGED HEI HT HEI HT HEI HT SEE DLO 38 118" TABLE X j ASH SEE DLO XE SEE DLO X S E (MAX) HEI HT TABLE / NO E 4 TABLE 48 1/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E--j 76°MAX. 75"MAX. � I.F. I.F. I HEI HT E—J HEI HT SEE DLO S 78" TABLE O MAXTABLE O / I . / 76"1 AX. FLANGED L FLANGED HEIGHT HEI HT PRODUCT REVISED 20" 20" ns complyi.8 with Dw v!1:" SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH Buil th"'C"' HEIGHT HEIGHT ��wlp}mnnas�iN I(o-O - �9 DETAIL D DETAIL-E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) 1I I I„rr / NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. ELEVATIONS or;lol: yr4�ax 7W0 TECHNOLOGY DRNE N.VENICE,FL342T6 R, �T ALUM.SINGLE HUNG WINDOW IMPACT P.O.BOX 1628 �„ sn.e ,�,��„ ta. A.LYNtJ FILLER,P.E. aK ow: o"i� NOKOMIS,FL 34274 Visibly Better SH700 NTS 4 a 11 4040.20 F FL P.E.#58705 F.K. 8/1/O5 dJ. 2/23/07 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 8,10,11,15,16 31 MAX. 2.710' FIXED T8 OR 17 LITE DAYLIGHT F 25 OPENING } OUTSIaE 25 MAX,FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN I.F.f FRAME SECTIONS _ INSIDE 23 47 50 MAx. HEIGHT 21 2.f 48 ( HIGH OUTSIDE I SIL 2. 30 ) LOW L DAYVENT L G T 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING - 68 I.F.FRAME s*>zOuuci'9avtsrn 28 53 It ns aompf7ing with tM FtmiQa OUTSIDE ( 0 tnhin6Cada Acaapinna±T}D i. pint'•n Data 6 Sy 53 2.946° rami a pNduat roi 2.330" {HIGH SILL} 63 52 {LOW SILL} SEE NOTE ABOVE 54 64 "'.... ..... It 67 ' ��, -,riles""r, 30 ULTRALIFi 69 Din,5'n)g ?'. 12 ONLY 12 uaL��RauFT SECTION C-C SECTION B-13RADIUS TOP {IOW SILL SHOWN} ALTERNATE HIGH SILL {HEAD DETAIL-FLANGED VERSION} r ?1:. •n 11! SECTIONS amorEc�Nowororuve _�� •: ti:,r.t•-..... t�;#; ,. N.VENICE, RtWw R„ �--- ALUM.SINGLE HUNG WINDOW IMPACT P.O.BOX 1626 „— — — - I A.LYNN MILLER,P.E. tm; N*. NOKOMIS.FL342r4 Vlatbly&rter aN7a0 Hal/ 5 w i9 4040-20 F FL P.E.#58705 PK W1105 J.J. 2P23TD7 Pew ITEM E)WG# ITEM DWG# DESCRIPTIONDESCRIFrn0N —p 4002A* FLANGE FRAME HEAD 612225 60 1636 SCREEN SPLINE 135 DIA HARD 61635K I _ '_ 61816 2 1155 98 X 1.00D QUAD PN.SMS 781PQA 61 SCREEN CLOTH — 3 6533402 3 (10 C FLANGE FRAME SILL(LOWSILL) 612226 63 505 GLAZING CHANNEL(.686 X.600) 706xl 6 1626 ADHESNE OPEN CELL FOAM PAD 7PADIS26 64 1161 #6 X 1.000 PH.BUGLE TEK 62BVISIO I, FLANGE FRAME JAYS 612227 67 GLAZING TAPE,1116 X 112-7116 LAN 6 4004 — 0 5 SASH STOP 612244 64051 7 4025 So io;51A H BOTTOM RAIL(HIGH SILL) a 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 1 4050A IFLANGE FRAME SILL(HIGH SILL) 64060 9 1 4029 ISPIRAL BALANCE,30%618*,OR 11116" 70 ISILICONE,DOW BOO,996 OR EQUIV. 10 1080 BALANCE COVER,318"OR 618" SBALCVR918 80 A GLASS,5116"LAMI,(1/8"A.090 PWAVA) 11 #8 X.760 PH.PW SMS 7834AA 61 S.GLASS,6116"LAML 018"k090 PVB,1/WHS) 12 BALANCE BOTTOM BRACKET 7BALTSKT 82 C.GLASS,5116"LAMS,(I/B'HS,.090 P\t8.118'HS) 13 08511088 SASH TOP GUIDE 42604 83 D.GLASS,7116"LAN,(118'A090 PVBAl8"& --- 16 #8 Xl PHILLIPS FLATHEAD S.STL 78XIFPAX 84 E.GLASS,7116"LANTI,SI/8-A-090P\A3,i/8-HS)S) is 1060.1 F&—MCE COVER,11/16- 6BALCVR670 85 1 F.GLASS,7116"LANA,(I 1WHS,.090 PV8,1/6"HS) 17 4053 SASH STOP COVER 64053 86 G,GLASS,13/16"LAN IG;i/8"T.AIRSPACE,SAV LANA, 24029-1 ISASH BRACKET 7ULBRKT 87 H,GLASS,13116"LAN IG;I/8`TAIR SPACE,5116"LAMI,(118"&.090 PVB,1/8HS). is 1#8-32 XI/Z'LG.PH.FH.TYPE F S.STL 7832X12FPFX 65 1.GLASS,13116'LM K3;118"f,AR SPACE,6/16"LAMI,(I18'HS,.090 PWA/8"HS) 21 4064C I FIXED MEETING RAIL 840640 89 J.GLASS,13/16"LAN IG,'1/8"T,AIRSPACE,7/16"LAM,(3/16-A-090-PVB.3/16!A) 23 4006C I SASH TOP RAIL 64006 so K mm%13/16'LAN IG;1/8"T,AIR SPACE,7/16"LAN,(3116&,090 PVS,3116'HS) 26 436 jWSTP...170X.270 BACK,FIN SEAL 67sieG 91 L.GLASS,13/lV'LAMl IG;I/VT,AIR SPACE,7116"LAM,(3/16-HS,.090 PVB.3116'HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13116" IG;1/8"A AIR SPACE,6/16"LAN, 118"'A•09012\16,118" 27 ID16 #8 X.625 PK FL,SMS 7858 —2.87 28 4007 SASH BOT rOM RAIL(LOW SILL) 612230 2.784— 1 T 30 1226 \NSTP,,BULB VINYL.- 8712249 31 4008 SASH SIDE RAIL 612231 .0$2 34 1268 SASH FACE GUIDE 42501 35 1622 LANA SETTING BLOC 1130 3" K3/32"X26/64"Xi" 71622K 3,155 36 1062 LAN IG$ErTlNG BLOCK I'X39'XI/16" 71062K r 37 1224 VINYL GLAZ.BF-6D BULB(THICK) 6TP247WK 0 62 38 1226 VINYL GLAZ.BEAD BULB(THIN) STP248K 41 40398 GLAZING BEAD,6116 LAM.GLASS. 64039B FRAME,I.F.HEAD 42 40448 GLAZING SM,5116 LAMI VWGRtLL.KIT 844703 #4071A,6063-T8 71 44 4222A GLAZING BEAD,7116"LAM 64222 FRAME,I.F.LOW SILL 46 986C GLAZING BEAD,711 S'LAN VWGRILL KIT 6966 #4072A,6063-T6 48 4067 GLAZING BEAD,13M6'LAN I.G. 64067 —2-908— -47 ::4:7 A ME,I.F.HEAD 64071 PRODUCT a 48 4072A I FRAME,I.F.LOWSILL 64072 —2.374— 13�plyi.o"Ith dw plod&dk*1'g CO& 49 4073A IFRAME,I.F,HIGH SILL 64073 A p t' -0 14.oc� -FO- 40748 FRAME,LF,JAMB 64074 11 Ind. w outs F 52 4009JSILL�LTCH(EGRESS LOW SILL) 764009L .062 NOM ou 63 1088 SPRING,SILL LATCH(EGRESS) 78PRNG THICKNESS 4.171 2,U -T4 2740 [SILL LATCH(EGRESS)(HIGH SILL) 62740 567 1-014 ISCREEN FRAME(HOR.&VER.) 61014 .062 NOM -56--1630 SCREEN CORNER KEYWIRINGS 71630 IiHICKNSSS XNAt 57-—163-1 ISCREEN CORNER KEYWOUT RINGS 71631 f. se 073EN SPRING 7CASP so 1 F2 1,12CEREEENiPLINE-A 35 DIA FOAM 61024K 50 FRAME,I.F.JAMB FRAME,I.F.HIGH SILL #40748,6063-T6 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) fi BMW. AW PARTS LIST 1070TECZ.E-Y'.R- .Jr ALUM.SINGLE HUNG WINDOW,IMPACT P.E. PA BOX 1520 NOKOMIS,FL 34274 Fl.P.E.#68705 FK 0;107 _I':NTSI 6 - 11 jo"'��4040-20 F --- ------- -- ' / - � �(ltl&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAL)ONLY) � ANCHOR QUANTITIES FOR 111 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 1 40.603 46.603 1 52.603 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: p U U U 01,p U U U U U U U U U U 2,ANCHOR LOCATIONS ARE BASED ON THE MOZ Z �NZ Z ZzZMONZ�Z M0Z -Z Z Z WINDOW GLASS TNUU� UUctONU�UfOU' Udnc3 �' V�pNO'V FOLLOWI HEAD BU2"MAXFROMTOP CORNERS UUU WIDTH TYPE M -Z,M 12" 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"MAFROM BOTTOM CORNERS HIJKL 1 2 7 1 1 1 1 2 1 1 1 2 2 2 1'2 2 2 21-2 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 8"MAX.BELOWMTG.RAIL 19.125 SILL-ANCHORS NOT REQUIRED qB,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 _.___1611_ -1111_. _._.___.._ 6111 6116..6111...._ _..._..._.._..__1611..__..6111.._.._ 1611 ..____6161 6111 1 2 1 1 1 1 IT-2-1-1 1 1 2 2 2 11-i 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 NOT !TIESUSINGTHEDIMENSIONALCRITERIAOF ..._......._._.._..... 6116_6616._.. ....._.._1611_6111.__......_...._.._.._.._.6611_..__....._..___ .......__.,,........._. _.._ 1 __......._--- _.-._, H,I,J,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 24.000 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR qB,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 .........__..,.._...._ -6111.. 6111 ....._.._...._ __..._.. ._...._..._.._..._._.._...._. ._..._..,_._.._.._._...__....---- ..._.._...._........_ 11. _....... 1 2 111 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 3 2 2 2 2 2 3 2 2 2[31-31-* 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 S.DESIGN PRESSURE LIMITATIONS: 6111. ._ ___ ___-.__.___._........._^6111_. ,_._.6111 ..._6116..- - - -6116__.. .-_i[3 _._._...._ _ 32.000 H,I J,K,L 1 2 1 2 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 2 313 3 4 3 3 4 4 SIZE BLOCKS of THE ADJACENT TABLE WITH A 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 AB'M 1 2 1�2 2 2 2 3 1I 2 2 2 2 3 1 2 2 3 2 3 212 2 3 2 3 212 2j3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3�3 4 4 O ANCHORS SHOWNMAXIMUM DESIGN EN BOLDSSURE WOTHERW SEITH THE A THEY 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 ......_..._._---.._ 1611 6611._......__6111._-.-...._._..__......-._.._...._._.. _1611-_..._...._._6116 ....._.. 6111.-.-_.. 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 _Ti 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 qB,M 21 1[2 212 2 3 1 2 213 213 2f2 2 3 4 3 2r2 2 3 213 2�3 2 3 3 4 213 3 3 3 4 3 3 314 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 - --_- ...._..,...._._.. -__...._._6666 - 40.000 H,I,J,K,L 221 2222322213232223232323242333342334363334453344 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 22 1122122132223232j2232�328232�4238384213 314353334463344 PSF 79 TABLE KEY: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - ..-.__._........._.._.._......... ... 3111 _,1116..-- _1111._ ._ .. .. -.- ......... _.._..... ._. MAX PSF 44.000 H,I,J,K,L 2222222322232322332423333423333423 34353334453446 (DP LIMITED) 118 PRODUCTREVISED 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2F 2 2 2 2 2 2 2 HEAD wcmnpl ing*,'c-,D wlih ft Flnrlda ABM _..-._. _.._..... ........ 1111-..__.... 1111...--_.-11.16--._ -1-.1-1 1111 ...._..__111 .--1161._.1161-_.---2 2 2 2 2 2 213 2 2 2 3 2 3 2 2 3 3 2 4 2�3 3 3 3 4 2 3 3 3 3 4 3 5 3 3 314 4 5 3 4 4]6 APSF 78 78 JAMB ABOVE 2 3 EMTG.RAILC,D,E,F,G, 2 2 2 2- 2 2 2 2_ 2 2. 2 2_ -2 2 2 2 3 2 2 JAMB_BE-.. _ 6611._.__66_ _- ._ ._. _161_ ................. 48.000 H,I,J,K,L 2 2 2�2 2 2 27 3 212 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 213 3 4 3 5 3 3 3 4 3r5 3 3 4 5 416 3 4 5r5 MTG.RAIL ABM 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2221222213.2.12Y133142�3..3133142334342�33I435313 314 315 3 3 4 5 416 314 515 (FULL DP) lt1llllii , PSF 72 79 79 HEAD 2 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 \��`, +%err•;;`t;'`` 6111. .... ... ............ ....... 1111.._ . _. ...... ....... .,._. ..............._.......... _. ........ ..,......._. MTG.RAIL _ ;. . 53.125 H,I,J,K,L 2 2 212 2 2 2 3 2 2 2�3 3 4 2 3 3 4 3 4 2 3 3 4 3I4 3 3 3 4 3 5 3 3 4 4 4 6 3 4 4 5 4J 6 3 4 5 6 JAMB BELOW „• '"/`''" ' 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ; 111,1. qB,M ---1111.._ ..6111._._.6111._1111 -- -_31-._1111_- - - - .. 6611._ 6111_ MTG.RAIL 2 2 212 2 2 2 3 2 2 213 3 4 2 3,3 413 4 2 3 3 4 34 313 3 4 5 3 3 4 4 415 313 4 5 4 6 3 4 4[5 6(11/6 Ro r• Oma RNalwb.' *' R. � 1070TECWOLOWDRIVE ANCHORAGE SPACING, 1/9WINDOWS ::',':'o;.'.'.r.••'.``✓•.` rrx "•'kyr'-,•,. '-,.�(�'•:` N.VENICE,FL 34216 '•/ R 1_ ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BQX 1528 �„ sols . Rk A.LY�WMhILL��2,P.E. a.wo,m c e Omo: NOKOMIS.R 34274 Visibly Better 8H700 NTS 8 a 11q,"„„�4040 20 F FL P.E.#58705 F.K. 7/29/05 J.J. 223/07 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1.ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE-.—__. 29.655 37.155 1 44.655 52.155 59.655 1 67.155 74.655 76.000 3-#12 SCREWS ANCHOR TYPE. ❑ ❑ U U ❑ U U ❑ ❑ U U 2,ANCHOR LOCATIONS ARE BASED ON THEO Z ZO ZZO ZZrO ZZzZmz zh0 Z0i rfU WINDOW GLASS NN - ^ VU UO VcS OOQNO NNQNLOTI U 1NG D UUU $ 0 UVU0 HAD 8112MAX.FROM TOP CORNERS WIDTH TYPE C,D,E,F,G, 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS _..._. __...._..._.___..._._.,.__......_._.._....__.._. ..._.__._.._ ._._. __.._..-----...._.._ _,-----.-_._....- ..._.... ._... _.__.._.._._ 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 211 2 . 2 2 2 1 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 A,B,M 1 1 1 1 1 1 2 11-2 22(2 2[i 2 1 2 2 212 2 2 2 2 2 ril 2 2 2 2 2 I 2-21'i 212 3-f 2 2 2 312 3 2 2 2 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ±23--2 1 1 1 NOTE 2. 24.000 H,I,J,K,L -171 1 1 1 1 21-2 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 3Ti 3 2 i[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 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS -.-_......----. ._...._. _..._.........._. .. .._._.......___..___ ._. .__.. .__. ......__...._._-_._ _......_ ._. ARE 1"LESS. 1 1 1 2J2 1 1 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 3 2 3 23 2 3 2 2 2 3 2 PSF 88 1 771 1 6. 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 32.000 H,I,J,K,LV71 1 1 1 1 2 2 2 2 2 2 2 3 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 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 111 1 1 2 2 2 2 ilii 3 2(2 2 2 3 3 2 2 3 3 1.3 3 3 2 313 3 13 2(2 3 3 413 3 2 4 3 4(3 3 2 413 MAXIMUM DESIGN PSF 59 67 78 PRESSURE FORTH 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 RESPECTIVE SIZE _ _.._..._......._._...-......._........... ..................._.....,........__......._......__._ ._..._..,............__. _..._...,..............._...._.......-......................._. AND GLASS TYPE IS 37.000 H,I,J,K,L 11 1 111222222232223332233333343333233433243443243 AVAILABLE. A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2'2 2 2 2Ti 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4T4 3 2 -4-13-1 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 Ill 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3-(3 2 2 31 3 4T3 3 3 4 3 313 3 3 4 3 4 4 3 3 4(3 4 4 3 3 5 3 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111222I22122(32123I333223(34133343333341344334134431353 TABLE KEY: PSF 49 79 58 79 79 MAX.PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LIMITED) 117 PRODUCT REVISED 44.000 H,I,J,K,L 11111122222233223334233344 3343443343443 34 344 3354 HEAD ncoon,r�y +Imuw<lataa 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 A"K'rdp',e„"a N„I O 14. r. ABM ...,_., ._........._. .. ._ ......__...._.._._._..._.____ ... ...-_.._..._... ... .._...... ........ . ._..._.. _.......__._ JAMB ABOVE 3 3 E I,et Dote 2! 1 1 1 1]-1 1 2 2 2 2 2 2 3 3 2 2 3�3 314 2 3 3 3 4 4 3 3 413 4 4 3 3 413 4 4 3 3 413 4 4 3 3 514 MTG. 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 JAMB BELOW Miumf tae Product_ 2 _2 3 -2 -2-- _ � - _..-. .. .. ._. . . MIG.RAIL- 49.000 H,I,J,K,LF2T 7 111 2222223322333433 334433414443 3 4444435441443514 2 2 2 2 2 2 2 2 .2 2 2 3 2 2 2 2 2 3 2 2 3 2 2q,6,M _..... _, ._ ..._ _. _...... ........ ... ... . ..... ... ... ....... .... .. FULL D111122212223322333143333414313444143(3444443544144354 HEAD 2 „"` PSF 41 67 48 67 76 78 ;,•.,r,,,;,•.,';...v: 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 JNfTAPM GORAIL 2 2 53.125 H,I,J,K,L 1111112222223333334433g4443344443344554354554354 JAMB BELOW 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 ��-- A,B,M 1 1 1 1 1 1 12d2 2�2 2 2 3 3 3 3 3I3 414 i13 4 4 4 4 3 3 414 4(4 3 3 414 514 413 5 4 5 4 413 5 4 MiG.RAIL I .°y I6 ,,_`_ o,,,BY• R. 1070 TECHNOLOGY DR ANCHORAGE SPACING STANDARD VIEW `• ` '•"I trfI • ,,�.?� N.VENICE.FL 34275 T0� `,l.-1�11, P.O.BOX 1528 �� ALUM.SINGLE HUNG WINDOW,IMPACT �B,,MW �,,,� NOKOMI6,FLU274 VtslblyBe7ter b11es6bai` "" °W °10p"' �' A LYNN MILLER,P.E. F.K. 7129175 J.J. 2!29/07 SH700 NTS 9 m 11 4040 20 F FL P.E.#68705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&J BSCUSTOM 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 22668 1 28.211 33.754 1 39.288 1 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX N ❑ U U ❑ U ❑ U 3412SCREWS ANCHOR TYPE: U �❑ U U ❑ U U U O z , z to 0 z 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING >O z z 0 z z z z z z m ? WINDOWGLASSc, NO Ot �O OCOO' OONOrOIOO ONOO OcIgNO DIMENSIONS: U U U Ut? WIDTH TYPE U U HEAD-18 1/2"MAX.FROM CORNERS 18.125 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 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 8"MAX.BELOW MTG.RAIL 24.000 ........._......___...................._.._.__._..................._... _....... .,.....,......._,.............._.............__................_............ .....................,...._.,...............,.._._..__....... 16"MAX.FROM BOTTOM CORNERS K,L 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32000 ---. ._...._...--.__.....__......- ._-....__.... ...__.. ._._.__.-._._.._. _. ---.-_.--_-.... _--_._.._.._--.....--. 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 K-rB ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E.FA 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ..._..-..._... ---__....__.. ._..... . ... .. ....__._ ._,__... ._-...__.... _._ WINDOWSARE125I8"MIN.T038°MAX. K,L 1 1 1 2 2 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 55.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D.E,F,J, 2 2 2 2 � . __2.. ...�... Zz ? 222 .__2 ? 22 � 21„LESS. K,L 1 1 1 22 3 3 4 3 4 4 3 4 4 3 5 4 4 55 4 8 6.DESIGN PRESSURE LIMITATISIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSF 79 76 79 9 79 79ITALICIZED 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 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 3 3 4 4 4 4 3 5 4 3 5 5 4 5 6 4 8 SHOWN R BOLD. OTHERWISE,THE MAXIMUM DESIGN FOR THE PSF 78 79 70 79 799 73 78 PRESSUREESIZEA48.000 D,E,F,J, 2 2 2 2 22 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND ——-'—— ..._...... .. .—................_...__ . .. _ .._ 5 GLASS TYPE IS K,L 1 1 1 2 23 3 3 4 4 4 5 4 5 b 4 8 5 4 8 8 5 8 AVAILABLE. PSF 71 79 63 71 794 BB 77 s9 89 TABLE 7.KEY: 53.125 D,EFJ, 2 2 2 2 23 2 2 3 2 3 3 2 3 3 2 3 3 2 3ff32 3_. MAX.PSF K,L 1 1 1 2 23 3 3 4 4 4 5 4 5 8 5 8 6 5 7 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 MTG.RAIL SASH HEIGHT SUBSTRATE. 12.776 1 15.776 18 1 21.776 24.776 1 27.776 1 30.776 31.108 ANCHOR TYPE. o v v o v c7 o v cs o v o o v v o U U o ❑ U o FULL DP tv O N Z z m O N z Z v?QO N zz z m Q O N Q z Q z co 0O N ,Q z p Z to 0O N p z Q Z c' O N Z pZ c?QO N p Z o HEAD 2 WINDOW tJ Q O Q N Q U' 8 N Tj U CJ S 7j U S U + U 'U N rj fJ U WIDTH �j CJ 5 JAMB ABOVE 4 PRODUCT REVISED 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 MTG.RAIL we mPtyingwith NuPIRAdR 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 Onildmg Code Atwp(nuw Ido) •O 1 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 " D"te 21 37.000 -79 - _ TABLE 8.KEY:.- Mioml de Product 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3_F3_F3 4 3 3 4 3 4 74 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 7-3-T-4 (DP LIMITED) 112 68 78 JAMB BELOW 2 •'I'I r r r, 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 F-3-F-4- 5 3 4 5 3 4 MTG.RAIL > +;?rel......... t= .;,' 48.000 63 72 78 2 2 2 2 2 2 3 2 1 3 4 F-3-1-3 4 3 4 14 3 4 5 3 4 5 3 4 FULL DP 53.125 73 58 68 72 JAMB BELOWB 2 2 2 2 1 2 1 2 3 3 3 1 4 1 3 1 4 1 4 3 1 4 1 5 1 3 4 5 3 5 5 F3_17_5 MTG.RAIL Bonsor. tls 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,CUSTOM VIEW F' /'t crli�'t'.••'':-•: N.VENICE,FL 34276 tm �'• '•' 'j(_I,•,t <:��.•. R P.o.Gox1629 m� ALUM.SINGLE HUNG WINDOW IMPACT NO.O.BO tR 34274 Visibly Better s"'s'bR1 �'°` �"°°` e1°`*"" ^� A.LYNII<•A)Wk P.E. Br wm: °i aH7oo NTS 10 11 4040.20 F FL P.E.tt 68705 F.K. 7/28/05 J.J. ?/23/07 NOTES: EXTERIOR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL ) FWOODANCHOR APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX.MINIMUM DISTANCE FROM 1-3/4"MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1314". CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 1&3) (SEE NOTE 4) 1"MIN.EDGE FL SS4 CRETE-FLEX. 3.35 KSI MIN. II 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. ..•;• 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE 1318'MIN.,114"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE -� •1.3f4"MIN.,1/4"CRETE-FLEX 1 3f8° INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE OPTIONAL Ix WOOD BUCK , , Q _�. 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 1f4° 1/4"MIN6063-T5 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE 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 METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE DETAIL A DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4" 1318, MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN, MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4"MAX.SHIM-►{ 1/4"MAX.SHIM 7,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1-314"MIN EDGE I V 1"MIN EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. MmU CONCRETE ANCHOR, 16 WOOD ANCHOR, /�+`FH BELOW MEETING FH BELOW MEETING 'ppt4JJ"""""m t I RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 4 • 3.35 KSI MIN.CONCRETE INTERIOR r.,,;• OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR Ix 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 1/4" 518"MIN.EDGE 2-1f2"EMBEDMENT SHIM 1/4" O — WOOD FRAME MAX. pRODUC'1•RiiVISED t-WOOD FRAME SHIM ) �eomplyiogwilhllwFtorldn p 1 Puildutg Cade 1 X0.'14 EDGE A•se",__ �( 131"DIA.MIN. Rcpitnlion Dute x 21/2°NAIL, n - 2-1/2"EM EDMENT -- - AT CORNERS--- IF .......1_/4" y .131"DIA,MIN. Mint Product_ 1 x 2 1/2"NAIL, - AND 5"O.C. RAMEAT CORNERS AND 5"0,C. 518"MIN.EDGE 131"DIA MIN.x 2112"NAIL, .• MAX. AT CORNERS ,i:?..•'',,;:I'..11:;,;'••:t,; SHIM AND 5"O.C. 2-1/2"EMBEDMENT w.5,1570!1 DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) TYPICAL INTEGRAL FIN ANCHORAGE ` ANCHORAGE R"NYanc 1070 TECHNOLOGY DRIVE N.VENICE,FL 34276 'r —IV,11. ��•.'•'` r. P.O.BOX 7628 �- ALUM. NOKOMIS,FL 34274 Visibly Buyerem•• °""` °i'1ph1 F A.LYNtJ+v{I�LER,P.E. SINGLE HUNG WINDOW,IMPACT wa„ey:was a d°a' SH700 NTS 11 - 11 404020 FLP,E.#58705 F.K. 9/1105 J.J. ?/29/07 MIAMI•DADE MIAMI-DARE COUNTY o 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.miamidnde.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by'Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The,Miami Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. j This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- I DESCRIPTION:Series"SII-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.4040-20,titled"Alum. Single Hung Window,Impact',sheets-1 through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with j 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 ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change j 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. r NOA No.16-0714.06 MIAMI•DADE COUNTY g jig f Expiration Date: March 26,2021 § G t Approval Date: August 18,2016 i Pagel i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11,dated 09/01/05,with revision F dated 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,Busing: 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-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 udder 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 NDA No.0 7-0322.06) Manuel Per E. (�.Product Control Eiamther NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 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 FB,C,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.051018.01) Manuel P ez, E. Product Control x iner 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-5" 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 under previous NOA No.15-0519.08) 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted 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 Pe ez, .E. am 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(FBC),STH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E13DO-09 •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION ® •ALUMINUM DESIGN MANUAL,ADM-2010 A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) •AISI.91o0-07/S2-2010 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)UTE 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"LAM[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"(.AMI CONSISTING OF(2)LITE$OF 3/16"ANNEALED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16'LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITEO PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC,)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 6/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 I.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST................ WITH A.090"KURARAY BUTACITE�BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ... J.13/16"LAMI IG:(1)LITE OF'I/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A EXTRUSION$CORNER DETAAILIL..............7 ..............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 AIRSPACE AND 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) 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�(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/18"LA II 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"(111,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 33113%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, nsyivgwithIhaPMtidR Bvildlldlv0 Code Accepinaw Nv 16•� L ,o 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. i.1 n Dme r � 7.REFERENCES TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4850,FTL-4851,FT.L-4723,FTL-4957,FTL-4958 AND FTL-5083. Ey ANSI/AF&PA NDS FOR WOOD CONSTRUCTION A•timni ndu Product cmdr ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ,��"�..��.••• ..,/,, � HURRICANE ZONE(HVHZ). 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. /'/9 liR7g5 AJ JR 05/05116 F ADDED SPACERS TOSHEET2. GENERAL NOTES +'��C+' •' �<?AIf1� \t%:' R R. 1070 TECHNOLOGY DRIVE _ N.VENIOE, ✓���% 1,� � .`'\(�N.""; Y• u P.O.BO%1520 20 �_ ALUM.SINGLE HUNG WINDOW,IMPACTes�vnµe.t s� m,,,r a,,,p1„• R." A.LM"M�LLER,P.E. �, 1 NOKOMIS,FL 34274 Vtsrbly Better „ F FL P.E.#68705 F.K. 8/1/05 J.J. 2/23/07 SH. NTS 1 11 404020 PartiDescription Material 1 1 71 Kommeding 4SG TPS Spacer System In r-1 n n72 Quenex Super Spacer Hot Melt Butyl as this Sheet for 73 Quanex Dulaseal Spacer Materials 41 112"NOM. 44 1/2"NOM. REFERE CE74 TEST inalREPORTS' TTL-8717,8988& 970 GLcer ASS BITE GLASS BITE 70 37 70 37 118"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116"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 E 71-74 71-74 a T LITES MAY 14 n n 1 (ALL SECTIONS) UPGRADED TO 3/16" WITH NO CHANGE IN "PVB"_ DESIGN PRESSURE. KURARAY BUTACITE 1/2"NOM. 112"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE ® or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3B 70 36 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7/18"LAMINATED AIRSPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13/16"NOM. 13/18"NOM. - 13/16"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 PRODUCT REVISED ALUMINUM as wmPlyine with that Florida REINFORCEMENT B"IIdm6 SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL Acccptnnc¢N¢S -O ly-,(7[� STRUCTURAL BUMENE . Ew I I Data STRUCTURAL SILICONE 6118'NOM. SEAL• 3/16°NOM. POLYISOBUTYLEN - 1/4"NOM. FOAM BUTYL& V.T.ROLL-F - SILICONE SEAL Dy MED WITH DESICCANT WITH DESICCANT -STAINLESS TEFL Miami ¢de Pmdact Caa - - DESICCANT FOAM STAINLESS STEEL - EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS `1111I111l1l1 , INT.GLASS INT.GLASS INT.GLASS GLASS •,S'�I-FI"� •"' 1 %'la.GfiTO 77 KODISPACE 72 SUPER 73 DURASEAL® 74 XL EDGEM 4SG TPS 0SPACERUNXT" SPACER SPACER R� 0awle a.vF¢.. ADDED SPACERS. GLAZING DETAILS %'.;c;r'•.1;'�%ilbl.,.•'•:{�•: RfmdBr 1070 TECHNOLOGYDRNE ��i:'d1. ,a.'I-�v N.VENICE,FL..tt '/,'�•1;\;�` I,� P.O.e0x 1629 �— ALUM.SINGLE HUNG WINDOW,IMPACT '�1, L II+` NOKOMIS,FL 34274 Y[dbl Better v,..was — I °i1°"I' a.e A.LYNN 1 1�tER,P.E. 9 SH700 Full 2 d 11 4040.2D F FL P.E.#58705 �F.K wm J.J. 7123/07 III FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" BB" 70" 72" 74" 76" MEETING RAIL 48" A,B,M +60.0 -80.0 18.180..l +80.0 -80.0 +80.0 -8D.0 +80.0 -80,0 +60.0 -80.0 +80.0 -80.0 HT.6D" A,B,M +B0.0 80.0 +BD.O 80.0 +BD.O 80.0 +80.0 80.0 +60.0 -80.0 +79,0 -79.0ggSS62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77,3 -77.3 +759 -75.9 SASH 63118" A,B,M +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75. 1UP TO 63118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +80.0 -60.0 +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' 60518" 63" 72" 74" 76" 11 MEETING RAIL 48" A,B,M +80.0 80.0 +B0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70,0 -70.0 +70.0 -70.0 +70.0 -70.0 I „X -H 62" A,B,M +60.0 -80.0 +80.0 -60.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -87.6 L 531/8' A,B,M +80.0 -80.0 +60.0 -80,0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.6 -65.5 UPT0631/8" C,D,E,F,G,H,I,J,K,L +80.0 80.0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 +70,0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. WI BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS T. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH a 76"FLANGED AND 75"INTEGRAL FIN) "0. MINUS WIDTH GLASS TYPE 171/8" 2211116" ZB 3116" 33 314" 39 6116" 4413116" 60 3B" 66 16116" - SASH 63118" D,E,FAK,L4 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 1+70.01-70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT. IMEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. L "X" -SA 3H A.5/16"LAMI-(1/S"A,.090,1/B"A) FTL-4647,4648,4723,4957 B.5/16"LAMI- 1/8"A,.090,1/8"HS FTI-4647,4648 C.6/16"LAMI-(1/B"HS,.090,1/8"HS) FTL•4647,4648 D.7/16"LAMI-3/16"A,.090,3/16"A) FTL-0645,4885 E.7/16"LAMI- 3/16"A,.090,3116"HS FTL-4645 F.71JWLAM I-3116"HS,.090,3116"HS) FTL-4645 PRDDucr with c°�PIYhr9 with ttr0 Plotld¢ G.13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(118"A,.090,118"A) FTL-4848,4723 0 xcpta w N ncceptn",� lG•0 14 H.13/16"LAMI IG-1/8"T.AIR SPACE,6116"LAMI- 118"A,.090,1/8"HS FTL4646 L irwi m Dmo � I 1. 13/16"LAMI IG-1/8"T,AIRSPACE;5/16"LAM]= 1/8"HS,.090,118"HS - FTL4646 - DY J.13116"LAMI IG-1/8"T,AIRSPACE;7/16"LAM[-(3118"A,.090,3/16"A) FTI-46,19,4650 Munni ode Product Co ru K.13116"LAM]IG-118"T,AIR SPACE,7/16"LAMI-(3116"A,.D90,3116"HS) FTL-4649,4650,4958 L 13116"LAMI IG-1/S"T,AIR SPACE,7/16"LAM]-3/16"HS,.090,3/16"HS FTL4649,4650 t I I I r f r r' IM.13118"LAMIIG-1/B"A,AIR SPACE,S/16"LAMI-(118"A,.090,1l8"A) FTL-5063 ��;;��!�,,. •••••.., .:; 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. o.5t:70Ii 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518°MINIMUM TO 38"MAXIMUM. 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY I y/fib DESIGN PRESSURES e-tlo;},, �, xm 1010 TECHNOLOGY DRIVE %' t`'' •' "y N.VENICE.FL39276 P� �''.��• °" P.O.Gox laze =�T ALUM.SINGLE HUNG WINDOW IMPACT t NOKOMIS,FL 91274 Vislb Better Be"�bQ� �0t "^•' A.LYNN�I��R,P.E. a^»"�u"m �• 3H700 NTS 3 a 11 4040-20 F FL P.E.#58706 F.K. 8/lm J.J. 2!23107 531/8"MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED C-�-1 ' DLO(ALL) D 75"MAX. � — 75°MAX. 75°MAX. SEE A A I.F. C F I— TABLE — / p� HEIGHT SEE DLO HEI HT SEE DLO / HEI HT / TABLE O j TABLE O j 76"] AX. 76"MAX. 76"MAX. FLANGED � FLANGED L FLANGED HEI HT HEI HT HEI HT SEE DLO 38 /18" TABLE X j AS SEE DLO S E SEE DLO X S E (MAX) HEI HT TABLE x / NO E 4 TABLE / NID L 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E--j 75"MAX. AX. I I.F.HEI HT EE OLO HT STABLEEE D STABLE rTI17 76"MAX. 76"MAX. FLANGED � FLANGED HEIGHTHEI HT rttooucr Revisrn 20" 20" ne complying wlih ON Fkwi& SEE DLO TABLEX j I SASH SEE DLO TABLE X j SASH Ouilding Code HEIGHT HEIGHT fjhtc 16-0 1 .Ob I b".I a e Pwdoet DETAIL D DETAIL E - VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) ,ti�iIllliu�� . NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. `''• I ' 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. II7 :5 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. ey, o"% R.Maens o.,,0ewr :I„1,., /• v::r; /.'. yyy 1070 TECHNOLOGY DRIVE ELEVATIONS ''� """ ••�'"'�'' N.VENICE.FL 30276 P� iO'' ''''r�'/:,)I•.);:�I,�,��` Ra !�T ALUM.SINGLE HUNG WINDOW,IMPACT r r r i„• P.O.BOX 1620 y�be,4, �,,, sti.e oaagxn x..: A.LYN<J MILLER,P,E. o� o.r NOKOMIS.FL 34274 Visibly BeNer sH7ao NTS 4 e 11 4040.20 F FL P.E,#58705 F.K. 911/05 J.J. 223107 Fes--2.784" --1 NOTE:MW.(1)SWEEP LATCH AT VENT CENTERLINEF 26 27 OPTIONAL BOTTOM LOCKS,(1)6'FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 MAX. 2.710" FIXED LITE DAYLIGHT 25 OPENING OUTSIDE 25 I I'----MAX.FIXED LITE DAYLIGHT OPENING r• MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 50 MAX. ?�W HEIGHT 21 p. qg HIGH OUTSIDE I SIL 2.,30 LOW �L DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — r(HIG 2.710" I.F.FRAME q p wanplyi g A(btL•U 28 II �comrrycng��Im u,e woriue OUTSIDE I "14iapcoee 16.0 4..�fo Accortautu IVa ) AT•tpifat'Yl Date { sy p41m0i d°Ptt,d,w•t C_ rd 52 2.330" 63 (LOW SILL)SEE NOTE ABOVE 64 3 3p 1 67 ULTRALIFT 12 ONLY ULTRALIFT SECTION C C _ ONLY SECTION B-B RADIUS TOP (.Z _ (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) •. �+�1' away: a�a a.aewro: . .i.F,.i/ 1070 TECHNOLOGY DRNE SECTIONS o'•,.`<o:ml nen: a yx •�i���`,,,....`�';`�;�.; N.VENICE,120 PCT ALUM.SINGLE HUNG WINDOW IMPACT 'i iill i,L E , P.O.BOX 1620 LYNN MILLER,P.E. �,aro, moena 0�, NOKOMIS,FL 34274 Vutbly Better SH700 Half 5 w 11 4040-20 F FL P.E.#58705 F. B/1/05 J.J. 7/23/07 ITEM DWG# DESCRIPTION PGT# ITEM DWGJ1 DESCRIPTION - PGT# 1 4002A' FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1165 #8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61816 3 4003C I FLANGE FRAME SILL LOWSILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 JADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 7D6X1 6 4004 1 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X 1/2-7116 LAMI 62BVI510 7 4025 ISASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 84051 8 4025 ISASH STOP(EGRESS)1.126 LONG 612244 69 4050A FLANGE FRAME SILL HIGH SILL) 64050 9 4029 ISPIRAL BALANCE,318',5/8',OR 11116" 70 SILICONE,DOW 899,995 OR EQUIV. 10 1080 I BALANCE COVER,3B"OR 5/8" 6BALCVR916 80 A GLASS,5118"LAMI, 118"A.090 PV8,1/8"A) 11 1#8 X.750 PH.PN.SMS 7834AA 81 1 B.GLASS,5116"LAMI,(1/8"A.090 PVB,1/6"HS) 12 1 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAW(118"HS„090 PVB,1/8"HS 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7116"LAM,(1/8"A.090 PVB,1/8"A) 15 1#8 X1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAW,(1/8"A.090 PVB,1/8"HS) 16 1080-1 1 BALANCE COVER,11116" 6BALCVR670 85 F.GLASS,7/16"LAMI,(1/B"HS,.090 PVB,1/8"HS) 17 4053 ISASH STOP COVER 64053 86 G.GLASS,13116"LAMI IG;1/8'T,AIR SPACE,5/16"LAMI,(118".,090 PVB,1/8"A) 18 4029-1 ISASH BRACKET 7ULBRKT 87 H.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,0/8"A.090 PVB,1/8"HS) 19 #8-32 X 112"I.G.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13116"LAMI IG;107,AIR SPACE,5116"LAMI, 118"HS,.090 PVB,1/8"HS) 21 4054C I FIXED MEETING RAIL 64054C 89 1 J.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"&.090 PVB,3/16"A) 23 4006C ISASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;118"T,AIR SPACE,7/16"LAM,(3116"A.090 PVB,3/16"HS) 25 1236 JWSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LANA IG;1181T,AIR SPACE,7116"LAM,(3/16"HS,.090 PVB,3116"HS) 26 1096 ISWEEP LATCH 71096 92 IM.GLASS,13/16"LAMI IG;1/8"A AIR SPACE,5116"LAMI,0/8"A.090 PVB,1/8"A) 27 1016 1#8 X.625 PH.FL.SMS 7658 2.878 28 4007 ISASH BOTTOMRAIL(LOWSILL) 612230 .784 30 1228 IVVSTP.,BULB VINYL BTP249 31 4008 ISASH SIDE RAIL 612231 .082 34 1268 ISASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3132"X25!64"X1" 71822K 1. 30 3. 55 36 1052 ILAMI 13 SETTING BLOCK V X3/4"X 1/16" 71052K 37 1224 IVINYLGLAZ.BEAD BULB(THICK) 6TP247WK .062 38 1225 IMNYL GLAZ.BEAD BULB(THIN) BTP248K 41 40398 GLAZING BEAD,5118 LAM GLASS. 640398 47 FRAME,I.F.HEAD 42 40448 GLAZING BEAD,5116 LAMI W/GRILL KIT 644703 #4071A,6083-T6 44 4222A GLAZING BEAD,7/16"LAMI 64222 O SILL 45 985C GLAZING BEAD,7116”LAM]W/GRILL KIT 6985 48 FRAME,I.F.LOW 46 4067 GLAZING BEAD,13116"LAMI I.G. 64067 2.908 47 4071. FRAME,I.F.HEAD 64071 #4072.,G LOW PRODUCT RAIIISED 46 4072A FRAME,I.F.LOW SILL 64072 2374 av complying with itl0 F1M1da 49 4073. FRAME,LF.HIGH SILL 84073 DolldRd' �iog j""c No50 40748 FRAME,I.F.JAMB 64074 mfDo1c 52 -4009 SILL=LATCH(EGRESS) LOWSILL-)- -764009- .062 NOM 53 1088 SPRING,SILL LATCH(EGRESS) -7SPRNG THICKNESS 4 71Mivni do Froducl Coals! 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2. 1 55 1014 SCREEN FRAME(HOR.&VER.) 610147 .062 NOM 561830 SCREEN CORNER KEYW/RINGS 71630 THICKNESS 57 1631 1 SCREEN CORN ER KEY W/OUTRINGS 71631 !. 58 1 1073 ISCREEN SPRING 7CASP 59 1 1824 ISCREEN SPLINE-.135 DIA FOAM 61624K50 FRAME,I.F.JAMB OFRAME,I.F.HIGH SILL #4074B,6063-T6 49 #4073.,8083-T6 (USED AS RADIUS TOP HEAD) 0y. 0aw:laaar oe ,wmm 1070 TECHNOLOGY DRIVE PARTS LIST .;•'+_'•'.�!�,<Iar;,.••' :• N.VENICE,FL 34276 PI>r�T ALUM.SINGLE HUNG WINDOW,IMPACT ;;''/t P.0.80X 1628 =���-7a �, A.LYNNMILLER,P.E. 8•,B9 . new: NOKOMIS,834274 Vu!b!y Better SH7oo NTS 6 d 11 4040.20 F FL P.E.#58705 F.K. 8/1/D5 J.J. ?/23/07 I.F.FRAME SEALANT ALONG ENTIRE JOINT I or47 I.F.FRAME . / 2 2.784--j .062— T2,830 2.330 1.363 062 6 or 50 FLANGE FRAME HEAD #4002A,6063-T6 WELD —1.749— FLANGE FRAME SILL (LOW) ALONG (D #003C.6063-76 76::: SCREW EA SCREW SEALANT OR GASKET BOSS(2) AT HEAD AND SILL 2,710 �-1.6113-j J38 ,062— �.062 A90 'ff40 VIEWO-D VIEW E-E VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP 'OVER FRAME CORNER CONSTRUCTION- FLANGE FRAME JAMB #4025,6063.T6 #4053,6063-T6 050 #4004,6083-T5 (USED AS RADIUS TOP HEAD) 1.165 [e6718 1.342 .06,1�1.349 �096 41 GLAZING BEAD,5/16" -11 mr1ftr-1 Iff 1.979 i#40398,6063T5 J.707 .062-1-.- -1 2.1 SASH SIDE RAIL .062 S #4008,0063-T6 i FIXED MEETING RAIL (,3 SASH TOP RAIL SASH BOTTOM RAIL(LOW) __V— .678 #4064A,6063HO-T8,& -2D #4006C,6MHS-TO #4007,6063-T5 050 .050 1.096 PRODUCTUMSED GLAZING BEAD.5/16" w complying with tim maida 678 42 #40448,6083-T6 1T dtdo a Oa t" 14D24. 2I 2,326----1 1.096 (USED W1 GRILL KIT) Expiw MI. TAccAa y ,062— GLAZIBy- '.j Iii NG BEAD 7/16" 2.946 #4222,6063-T6 - 3,446 .683 -1 . — 2.638 �050 062 1,097 46 GLAZING BEAD,13/116-IG #4067,6063-T6 SASH BOTTOM RAIL(HIGH) LAZING BEAD,7/16" 69 FLANGE FRAME SILL(HIGH) #985C,6063-TB #4050A,6063-T6 #4051A,6063-T6 (USED W1 GRILL KIT) EXTRUSIONS&FRAME CORNER DETAIL 1070 TECHNOLOGY N.VENICEOGYDV ALUM.SINGLE HUNG WINDOW,IMPACT P.01 Box 1520 1 P.E. N; /0,5 ° ma Vbibly Raw mmi, HIff 1'7 - 11 4040-20 FL P.E.#58705.. FA J.J. ANCHOR QUANTITIES FOR Ill FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1W'ELCO TAPCONS 26.603 34.603 40.603 46.603 52.603 56.603 64.603 76.000 2-114 SS4 CRETE-FLEX SUBSTRATE: SCREWS 3•#12 SCREWS ANCHOR TM � � MC9OZ Z ZOZ ry O N Z'Z Z Z M ZZv) Z�ZM ZZ2•ANCHOR LOCATIONS ARE BASED ON THE 00ONUUO00 WINDOW GLASS � NUU�ONUU� NUU� UU�ONUU�O 11N2N 0 HEAD 8DIMENSIONS. FROM TOP CORNERS WIDTH TYPE 17 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-IV MAX.MAX.FROMTOPCORNERS _.__..._...___.._.__..._. _._._......_..._._.....__..._..-.. ....---- ._.. ._.._...--___ _...- _.--I- ....---- __—.—_-.. 15"MAFROM 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-F2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 213 2F2 3 3 6"MAX.BELOW MTG.RAIL 19.125 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 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 41-1-11-i 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 _......---...-.....______._._..._...._..... ._.,._. .__.._if-2 ........1-12 ...._ _. _. ........-. .....__ ..,... ____ -- ._..__ •.._.._ NOTE 2. H,I,J,K,L 121 1 121 21 21 222122222222222222223222223222�3332233 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 WIDTH AND HEIGHT DIMENSION ARE FOR AB,M 1 2 1 1 1-1d 1 2 1 2 1 2 2 2 1 Y 2 2 2 2 2 2 2 2 2 F2 2 2 2�2 2 3 2 2 2 2 2 3 2 2 2 3 3I 3 2 2 3 3 ARE IFLANGED LESSINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G,-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1 2 1 2 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 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 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A g M ..._._. ......_...._-____....._.._.............. ._._..__.....__._.....__...._._.....__.__ _.._..._... .._._._ __-.._..._.........._._......_._.._._.._............ _.__ _. MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 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 j 3 4 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, ..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 ..... -'[4 - ........._._..._ _..__-41'4 ._ PRESSURE FOR THE H,I,J,K,L 221222231 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 AB,M 2r21222231�223232�223P32�2232�32I323342333343133[4353344 AVAILABLE, PSF 79 C,D,E,F,G, 2 z_-. _.?... ._�_._._?......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 2212222322232322232323232142I333342334353334453344 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 2 2 1 2 2j2 2�3 2i2 2 3 2 3 2�2 2 3 23' 213 2 3 2�4 2 3 3 3 3 4 2 3 3�4 3 5 3 3 314 415' .3[3 414 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,I,J,K,L 222222232223232233242333342333342334353334453445 (DP LIMffED) 118 PRopucl'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 mcm itlying with the Florida AB,M _. _.... _. _. 2 _.-............. ....._ ....._..,._._. _.._.. -„... ..... ..:_.._..._-. HEAD 2 Duild ng Code 2 2 2 2 2 2 2�3 2 2 2�3 213121213 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�6 Acc w-No( •C1 O(( PSF 79 79 JAMB ABOVE 2 3 L'.+iml' r Datc ,71021 IVITG.RAIL 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- J ucciccav _._ _ _...._.._ .-_..4 .._._._.............._._ -......_._... .-__..I.- _..5 ._.....- ._....._.: .. AMB BELOW- M i ndo ra of 48.000 H,I,J,K,L 2 2 2�2 2 2 2�3 2I2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 MTG,RAIL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 2 2 2I2 2 2 2l3 212 2131 3[4 213 313 3I4 21'3 314 3 4 213 314* 3I5 3 3 3 4 3 5.3 3.4 5 4 6 3I4 5�5 (FULL DP) ullurr PSF 72 79 79 HEAD 2 i)T?.. 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 53.125 HJAK,L 2 2 2 2 272 2 3 2 2 2j3 3 4 2 3 3 4 3�4 213 3 4 3�4 3 3 3�4 3�5 3 3 4 4 4�6 3 4 4�5 416 3 4 5 6 MTG.RAIL :- JAMBBELOW 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ;..J AB,M - -- ...._ ... .._...._ --_.._ _-.. . _....._...._..._ .. -_...._.._.._. . __ MTG.RAIL ) . /'� = 222;222232223342133434233431433343633444 531345463445 6 r�6 r.. ama r nem n.rtwnx nenpmc �.. ••�.it:u;: : I,rJ q geebm,a 10707ECHNOLOGYDRNE ANCHORAGE SPACING, 1/1 WINDOWS �;�:'••':'?,;.�r.•..••'.•``�:)' N.VENICE,FI-31215 Tae' '.�'i./i r. oem --�— ALUM.SINGLE HUNG WINDOW IMPACT MiIII.' P.G.eox�szs I' r+nome acre: NOKOMIS,FL 34274 Wslbly Better s.�dxa.e a— 8e"c °i'r'°q' A.LY�t.E.#SB70 P.E. F.K. 7129105 J.J. 1/23/07 SH700 NTS 6 d 1 i 4040-20 F FL P.E.#58705 QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: ANCHOR 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 59.655 67.155 74.655 76.000 3-#12 SCREWS ANCHOR TYPE. O U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ [312 ❑ U U 2•ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS CO0 z zc?O z -zc'! z Zcn0 z zM0 z�zmo z zmo qO z—z WIDTH TYPE N N U.--O N N O V fV Q N U U N N 0 a—U N N 0 O 4V N CO.)^U N Q N N N U U HEAD O 8N 2'MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-1712"MAX.FROM TOP CORNERS _._.__.._ ... _.__-__ ._ _..--__ ___.._....---------_._...._...... ._ -_.._.- -_ 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 22 22 2 2 2 2 2 2 22 2 2 2 2 2 2 2 3 2 2 3 22 2 3 2 6"MAX.BELOWMTG,RAIL 19'125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 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 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, 7 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 *11-1 2 2 1 1 2 2 2 2 2 2 2 2 it-2 2 2 2 2l.2 2 2 2 3 2 3 2 21'i 3 2 3 2 2 2 3 2 3 2 2 2 if-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 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 27 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 2 312 2 2 3 2 3 2 2 2 3 2 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 ±-1-2-3-1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A ..._._ _. ._.._._.._ __. _. ..____.- _. _.__ _ _ _ ..... BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32.000 H,I,J,K,L 111 11122222223222233333233332233433243433243MAXIMUM DESIGN PRESSURE WITH THE QUANTITY ABM 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 1 11 1 1 2 2 2 2 2 2 2 3 2(2 2 2 3 3 3 3 3 2 3I 3 3I 3 2 2 3 3 4I 3 312 4 3 413 3I 2 4 3 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE jAA, 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 RESPECTIVE SIZE ...... -- ----..............__................. ...._.._...._..__.-......_.._.._..------.._._,..__...._........_.—._.... AND GLASS TYPE IS 37.000 K,L 11 1 111222222232223332233333343333233433243443243 AVAILABLE. M 1 1 1 2 _11 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 11122222122(3222333223x33333433(33I2334332434r43243 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 3 3 3l3 212 313' 4 3 3 3 4 3 3 3 3 3 4 3 4 4 313 4 3 4 4 3 3 6 3 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11111122222i22I32I23I33I322334I3334833334I344334I84143l35I3 TABLE KEY: i PSF 49 79 56 79 79 MAX.PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 . 2 2 2 2 2 2 (DP LIMITED) 117 PRODUCT RF,VISED 44.000 H,I,J,K,L 11111122222231322333423334433413443343443343443354 HEAD us comply�awllh Ow Florida 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 I O 14•: y, q g M _..... ..__...--_..._ _...-.. .. ............._. ....... _.._- ....... -- - JAMB ABOVE 333 E Building VrG •pwnw 2 1111112222223322333I4233344334�3443(3413443134134433514 iral D.I.DWc PSF 45 74 51 74 79 79 J By 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 AMB BE OW dcP 46.000 zl H,I,J,K,L 11111122222233223133433334433444443344444354414435�4 2 2 2 2 2 2 2 2 2 .2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 ABM _. -. _. _..._. ....._ ..... ..._..... ..... _.......... ........ _. ....._ .... .._....._..... .. (FULL DP) I 1 1 1 1 1 1 2T2 2�2 2 2 3 3 2 2 3 3 3 4 3x3 3 3 4 4 3�3 4 4 414 3(3 4(4 4 4 4 3 5 4 4(4 4 8 5 4 HEAD 2 PSF 41 67 46 67 76 79 _.. ..... `.•(i',•'i'y•.rhi•;p.;';;'!. 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 i ....... .' MTG.RAIL se,ul; 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 31 3 4 4 4 4 313 4 4 5 5 4 3 5 4 5 5 4 3 5 4 JAMB BELOW 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 A'B'M 1 1 1 1 1 1 2 2 2 2 2 2 3 3 313 3j3 414.3-'1'3"' 4 4 4 4 3 3 4�4 4 4 3 3 414 5 4 413 5 4 5 4 413 5 4 MTG.RAIL :s': y><b ..i/... a�.aer. nrf« a.ksmc orow+x ..:��,,•.., ,. . ow4er. a 1070 TECHNOLOOV DRIVE ANCHORAGE SPACING STANDARD VIEW ;,i';�,••••••••••�..�,ct,; N.VENICE.FL 34275 rma ��/j�Ji'li',1.. " •. g� rALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1628 4r� ®„� A.LYNN MILLER,P.E. NOKOMIS,FL 34274 Visibly&mr FK. 7129105 JJ. 223107 sN79d NTS 9 d 11 4040-20 F FL P.E.#68705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 - 22.666 28.211 33.754 39.206 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: ❑ U U O U U ❑ U U O U U ❑ U U ❑ U U ❑ U U ❑ U U 3-k12SCREWS m 0 Z—z m O z Z m 0 Z z m 0 Z Z m 0 Z,_.z m 0 2 Z m 0 Z Z m 0 Z Z 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING WINDOW GLASS N ONO O c f N O O of N O O�f O N O 0 4`I�O N O O�p N O O CIF 0 4 j O N 0 O DIMENSIONS: WIDTH TYPE U U Q$ U U U U U U 3 U U 5 U U U U 3 U U HEAD-181/2°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-11 12°MAX.FROM TOP CORNERS .. ..__....._.._..... ..._._._.- -.......................__.. �_...._.... ..............__........._.__.......-...-_.._.._._�._. ._..___._... 11 1!2°MAX.ABOVE THE MEETING RAIL K,L ....2. 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8"MAX.BELOW MTG.RAIL 24.000 _....___._.__._....._.._...__................__.........__..._....__._.._..__._._..._._..._......_.._.............__._......_.__............ .........._._.__...._...........__..---._.__....... 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 O,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 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 5/8"MIN.TO 38"MAX. K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 78 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 ._2......2... 2 2 ..2... 2 2 2 2 2 2 2 2 2 2 2 2 2 1"LESS. K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 5 5 4 6 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 78 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 _....2..,. _ K,L 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 PSF 78 79 70 79 79 71 79 73 78 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 -r22 2 3 3 3 4 4 4 6 4 6 5 4 6 5 4 8AVAILABLE. PSF 71 79 63 64 74 66 77s969 TABLE 7.KEY: 63.126 D,E,F,J, 2 2 2 2 3 2 2 _3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MAX.PSF K,L 1 � 1 2 13 3 3 4 4 4 5 4 6 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 MTG,RAIL SASH HEIGHT SUBSTRATE. 12.778 1 15,776 16.776 1 21.776 24.776 1 27.776 1 30.776 31.108 . C1 5 v ❑ ❑ O FULL DP) ANCHOR TYPEm ❑ O ? ❑ vM ❑ O m Z Z Z DOW � 8 4 O Z OZ WINNZ � HEAD WIDTH d4JAMB ABOVEB2 PRODUCT REVISED 19.125 1 1 1 2 1 2 2 1 1 2 2 2 2 2 1 2 2 •2 2 2 2 2 2 2 2 2 MTG.RAIL ns.BmpIyi.gwith RwFIwida Enildinp Cada IV 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 2 511-11p. nuca)do)_ °0 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 37.000 7s TABLE B.KEY: dcproducl Coo 2 1 2 2 2 2 3 2 3 3 2 3_ 3 3 3 3—F-J--3 4 3 3 4 3 4 74 MAX.PSF - 40.000 2'T 2 T2 2 2 2 3 1 2 1 3 3 2 3 3 F 3 3 4 3 3 4 3 4 4 3 1 4 QP LIMITED) 112 JAMB BELOW 2 1:u I i r r, 44.000 88 78 —2T2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MTG.RAIL '.��,gal:;• 48.000 63 72 78 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 G: 53.125 73 58 66 72 JAMB BELOWB ��.. Z 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 R/n4By, Oald HaWMr ..�'j �(� •'�CI,.. ANCHORAGE SPACING,CUSTOM VIEW 'r.,:ria:1'. ,<.::,:•' 1070 TECKNOLOGY DRIVE i;�,i�,�"••• " N.VENICE,FL 34275 tek /' tr,i.,:� �•. ALUM.SINGLE HUNG WINDOW IMPACT P.O.BqX 1529 Bey am,,. B, �, a,.; A.LYN "MiLCER,P.E. NOKOMIS,FL 34274 Vulbfy Better SH700 NTS 10 m 11 4040-20 F FL P.E.q 58705 F.K 7l"5 J.J. 2123/07 EXTERIOR INTERIORr-'�> -NOTES: SILL DETAILS) 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ll�'LL HEAD AND DETAIL I WOOD ANCHOR APPROVED 1/4"FLCO TAPCONS OR 114"SS4 CRETE-FLEX,MINIMUM DISTANCEM 1-3/4"MIN.EDGE— CONCRETE ANCHOR (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE 1513!4". FROM SEE NOTE I 1&3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE 012 STEEL SCREWS(G5)OR (SEE NOTE 4) 1'MIN,EDGE 114'SS4 CRETE-FLEX. 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE 4�WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE I 3/8'MIN..1/4"TAPCON 'M IN.,1/4�CRETE-FLEX TOTAL THICKNESS IS LESS THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE OPTIONAL Ix INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 3/8' WOOD BUCK— MIN. I 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) :7 L 6.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF '14;j 6063-TS AND A MINIMUM OF 1/8°THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MA . SHIM 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 DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE METARESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 114' 13/8' MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 114"MAX.SHIM I_ MIN. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT, 1/4"MAX.SHIM S.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. .MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT T WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 1-3/4"MIN EDGE 1"MIN.EDGE EDITION. kxw 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 CALL JAMS DETAILS) EXTERIOR Ix 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 1/4" 518"MIN.EDGE 2-1/2"EMBEDMENT— MAX.— - SHIM 1/4' —WOOD FRAME WOOD FRAME MAX PRODUCt 1MVISED SHIM In mmiplyinguith dw Florida <= Building Codc 50'MIN.EDGE A— WNlr*'o I -0�- :7 or L IE .13 ' -MIN. .I'DLcpimtion Date 2-10EM EDMENT 2 112�NAIL, .131"DIA.MIN. AT-CORNERS BY x 2112"NAIL, AND S"O.C. Ohnivil .do-P.4---t AT CORNERS —WOOD FRAME AND B.,D.C. 5/8"MIN.EDGE 1/4" -77 1 . .131"DIA.MIN. J7 MAX. x2l/2 NAIL, AT CORNERS SHIM AND 5"O.C. 2-1/2"EMBEDMENT DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) No.f`"70f TYPICAL INTEGRAL FIN ANCHORAGE —morm aa� 1070 TECHNOLOGY DRIVE 1111111"Ib ANCHORAGE DETAILS N.VENICE.FL MIS P.O.aox 1620 ALUM.SINGLE HUNG WINDOW,IMPACT 7 Viably B&,tt—— --------7— Aron mrs Ate; NOKONI[d,FL 34274 h� A.LYN �R,P.E. Fx. SH700 NTS 1 11 Better " [5F� FL P.E.#58705