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HomeMy WebLinkAboutProduct Approval FOLDING SHUTTER CORP PRODUCT APPROVAL SCHEDULE Opening Description,of Window or Product Acceptance Product Approval Design Pressure_ Ratin Structural Design Pressure Rating Maximun Overall Shutter # Door or Mullion- - -Number - - g - - - - Tested Size RougWpening -Required- - (+)PSF (-)PSF (+)PSF (-)PSF Yes/No 1 36 x 37 SH 16-0714.06 64 80 45.4 49.3 53.125 x 76 36.125 x 37.125 No 2 36 x 37-SH- - 16-07-14.06 -- -- -64— ----80 - — --45:4- -49:3- -- -53.-125,x 76 " -36:125-x-37:125 - No 3 18 x 62 SH 16-0714.06 64 80 45.4 60.8 53.125 x 76 18.125 x 62.125 No 4 36 x 62 SH 16-0714.06 64 80 44.1 58.2 53.125 x 76 36.125 x 62.125 No 5 18 x 62 SH 16-0714.06 64 80 45.4 49.3 53.125 x 76 18.125 x 62.125 No 6 36 x 37 SH 16-0714.06 64 80 45.4 49.3 53.125 x 76 36.125 x 37.125 No 7 36 x 37 SH 16-0714.06 64 80 45.4 49.3 53.125 x 76 36.125 x 37.125 No i I I Ca tr i� Impact Windowis FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7099 Hemstreet Place West Palm Beach,FL33413 800.643.6371 Property Information Building Information Owner: CHADES JORGE Wind Zone: 165 MPH. Address: 2090 Nettles Blvd Exposure Category: D Nettles Island Inc A Condo Minimum Building Dimension:. 30 ft. Jensen Beach,FL 34957 Mean Roof Height: 20 ft. It JIL Risk Category: II I• I Design Pressure Calculations Opening Location Device Device IF ' Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 36 37 7 45.4 -49.3 2 Int 36 37 — 7 45.4 -49.3 3 End 18' 62 7 45,.4 -60.8 ---4 End 36 --- 62 --- 7 44.1 -58.2 5 Int 18 62 — 7 45.4 -49.3 --....................- ------------- -- - .....------ - ---- - —--..--. -— _6 Int 36 37 7 45.4 -49.3 7 Int 36 37 — —+ 7 45.4 -49.3 • I I 1 I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 MIAMI•DADE MIAMI-DADE COUNTY WHO 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.aov/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. This product is apnroycd...as•described-herein, and has been designed to comply with the Florida Building Code,i tgTi elocity Hurricane Zone.=— RIPTION: Series 1iSIIg7QQ"Alu_minum`Sing�e dung 4Winciotiv–L.MJ, !through PROVAL DOCUMENT:Drawing No. 4040-20,titled"Alum. Single Hung Window,Impact", eets I 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manuf , signed and dv Anthony Linn Miller,P E bearingeMit:��ty�r ontrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. AIISSILE 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. <j,-`NQA 1VoQ16--0714;061 rtu�rn 0UNTr ��1/x�J{p Ex ration March 262021 Approval Date: August 18,2016 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 05/15116,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 Spacero NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, PTL-8968 and FTL-8970, dated 11116/15, 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.0 7-0322.06) Manuel Per E. Product Control E er NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-1 i i ' I PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS tcowwuEDI 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20194 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,08/1 V05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) j 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;1 TAS 202-94' ..4) Small Missile Impact Test per FBC,TAS 201=94 5) Cyclic Wind Pressure Loading per FBC,TAS.-P3-94 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 peri 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.051018.01) Manuel P e2, .E. Product Control " finer j NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 PGT Industries,Inc. I 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 06/119/14,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-5" Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 20;15, 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. j (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 NDA 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. -]/�IVAA05�1 Manuel Pe ez, .E. Product Control E4niher 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 E13D099 •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION /16"LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090"KURARAY BUTACITE® •ALUMINUM DESIGN MANUAL,ADM-2010 PVB(BY KURARAY AMERICA,INC.) .Alslsloo-0�is2-2oto 6R.090'SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.6116"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.-7116"LAMI CONSISTINGOF(2)•LITES OF-3/18°ANNEALED-GLASS-WITH A.090"KURARAY BUTACITE®P-V8.(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 311W 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 3118 HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA INC.)___ SHEET OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) - --- - - G.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A GENERAL NOTES.............1 i .090"KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS S.......2 H.13/18"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 6116"LAMI CONSISTING OF(1)UTE OF 1/8"ANNEALED GLASS AND(1)LITE DESIGN PRESSURE.... ....4 OF 118"HEAT--STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE*PVB(BY KURARAY AMERICA,INC.) ELEVATIONS....S.............4 OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) - - -VERT.SECTIONS.............5 - - 1.13/16"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 PARRTSSIZ.LISTSECTIONS............5 WITH A.090"KURARAY BUTACIT�13(BY KURARAY AMERICA,INC.)OR.090"SAFLEX*PVB EXTRUSIONSAINTERLAYER(BY EASTMAN CHEMICAL COMPANY) PAS....................6..............7 J.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16'LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A .090'KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAILIL..............7 ANCHORAGE....................B-11 K.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)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.13118"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACR�PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13116"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIRSPACE AND 5/18"LAMI CONSISTING OF(2)LITES OF 118"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. PRODUCTRBVISED 5.SHUTTERS ARE NOT REQUIRED. m compIylug wllh lho Florida Building Code 6,FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Ac imt ow Dat Ilei O 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL4957,FTL-4958 AND FTL-5063. e ANSVAF&PA NDS FOR WOOD CONSTRUCTION wllmnI de Pmd.1 Con ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. %Vlllllfl! 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY �� ��i�1Dti.I.1.•:'/�'%'<'� HURRICANE ZONE HVHZ. ` y�,' t' '°/S,'.<A%- 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. 11b 5r;ll,i JR 05/05/16 F ADDED SPACERS TOSHEETI GENERALNOTES 10y0TECNNaocrOw `���''•'<� ' 'I•``� a,,,a vE SIS .,hloP.,.•'••,_\` o.m N.VENICE, 1529IL s �_ ALUM.SINGLE HUNG WINDOW,IMPACT i�''!•• `''o'o` P.O.Id. 1528 I I I nva NOKOMI9,FL94274 V!s/6lyButer e..xeoac emr er•rc °"°""' a« A.LYNN''MILLER,P.E. F.K 9/1/05 JJ T/2&07 sh7W NTS 1 d 11 404420 F FLP.E.g68705 Part# Description Material 1 1 71 Kommeding 4SG TPS Spacer System 72 Quenex Super Spacer nXr with Hot Melt Butyl See this Sheet for 73 Quenex Dumseal Spacer Materials 1/2"NOM. 1/2"NOM. 74 Cardinal XL Edge Spacer 41 GLASS BITE 44 GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8988 8 8970 -37 - - 70• 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS .M, S ERLAYER 090 PVB INTERLAYER --- '- D OR HEAT STRENGTHENED GLASS =- -_311V ANNEALED OR HEAT STRENGTHENED GLASS_ 7/18'LAMINATED 5/3TO21TFTA NA80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 ":"' •" '�- NOTE: - _ -- - - —- — — - - —- EXTERIOR INTERIORr-") OUTBOARD - 71-74 �� 71-74 G7 C� CITES MAY (ALL SECTIONS) UPGRADED TO \J WITH NO CHANGE IN DESIGN PRESSURE. KURARAY BUTACITE 112"NOM. 1/2"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITEa or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/18"LAMINATED 7116"LAMINATED AIR SPACE AIRSPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13/18"NOM. 13/16'NOM. 13/16"LAMI IG GLASS W/5/16"LAMI 88,87,88 or 92 13/16"LAMI IG GLASS W/7116'LAM[ 89,90 or 91 PRODUCTREVISED ALUMINUM 0 complying with the Florida REINFORCEMENT �1&;Codd SILICONE HOT-MELT BUM POLYI50- DESICCANT FILL AREA Nt O �I-•STRUCTURAL Bt1TYLENE 5118"NOM.SILICONE 5/18'NOM. SEALSTRUCTURAL NOM.7!4"NOM. FOAM BUM& SILICONESEAL POLYISOBUTYLEN WITH DESICCANT ROLL.FORMED g4lnml aria Ptndnct Ou WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS IXT.GLASS ��tltU14++! INT.GLASS INT.GLASS T.GLASS INT.GLA33 ;Y H,y,�.'•:`; ! 71 KODISPACE 72 SUPER73 DURASEALO 74 XL EDGE'"' _ '`I°•,;,ro; 4SG TPS SPACER®NXTtt" SPACER SPACER R AMWO F ADDEDSPACERS. GLAZING DETAILS c'.'• �''l y' " r`,;, 1070 TECHNOLOGY DRNE n� n�i;.�';�+�'•::.. ..•.':�?,� N.VENICE,R.34275 P.O.Box 11120 ALUM.SINGLE HUNG WINDOW,IMPACT ,+• NOKOMIS,FL 34274 VW&y Better ""'"11C °"� m110 LYN4MILLER,P.E. F.K. it76 J.J. X5+07 8N7GD Full 2 s 11 4040-20 F FL P.E.#58705 III FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT .0„ GLASS TYPE 63" 66", 68" 70" 72" 74" 76" MEETING RAIL +80.0 ,•60.0 +80.0 .80.0 +80.0 .80.0 1+80.0 -8D.0 +80.0 -80.0 +80.0 -80.D +80.0 -80.0 HT. 60" A.B,M -+80,0 .0 +80.0 -80.0 +80.0 -80,0 +80.0 -8H 0.0 +60.0 -80.0 +80.0 -80.0 +79.0 -79.0 qq 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 -75.9 X. 531/6" A,B,M +80.0 -80,0 +80.0 -80.0 +79,6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 1 UPT063118" 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 -80.0 +80.0 --80.0 ,+80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 606181, 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,D -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" JH 62" A,B,M +80,0 -8D.0 +80.0 -80.0 +80.0 -80.0 +78.9 -76.8 +70.0 -70.0 +68.8 58.8 +67.6 -67.6 L 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +75.0 75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 63116" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80,0 -60.0 +80.0 -80.0 +80.0 -80.D +70.0 -70.0 +70.0 -70,0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS IT WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI SASH o 76"FLANGED AND 76"INTEGRAL FIN) .0. MINUS WIDTH GLASS TYPE 1 17118" 1 2211116" 1 283116" 1 33 314" 1 39 6116" 1 4413116" 1 60318- 6616118" - SASH 63118" 1 D,E,F,J,K,O +80.0 1 -80.0 1+80.0 1 -80.0 1+80.0 1 -80.0 1+80.0 -80.0 1+70.0 1 70.0 1+70.0 -70.0 1+70.0 -70.0 1+70.0 1 -70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "x" SASH A.5116"LAMI-(Iff&.090,1/8"A) FTL-4647,4648,4723,4957 B.5116"LAMI- 1/8"A,.090,1/8"HS) FTL-4647,4648 C.6/16"LAMI-(1/8"HS,.090,1/8"H5) FTL-4647,4648 D.7/16"LAMI-(3/16"A,.090,3/18"A) FTL4645,4885 E.7/16"LAMI- 3118"A,.090,3116"HS) FTL4646 PRODUCTREVi56D F.7/16"LAMI- 3118"HS..090,31i6-HS) FTL-4645 a,--mply G.13116"LAMI IG-1I8"T,AIR SPACE,6116"LAMI-(1/8"A,.090,1/8"A) FTL-4646,4723 N'"IdingCade pIo71� A-prlwca No ICo•O 14•.Cr H.13118"LAMI IG-1/8"T,AIR SPACE,6116"LAMI-(1/e"A,.090,1/8"HS FTL4646 L• it"11,m Dor 1. 13116"LAMI IG-118"T,AIR SPACE,5116"LAMI- 1/8"HS,.090,1/8"HS FTL4646 09 J.13/16"LAM[IG-1/8"T.AIR SPACE,7116"LAMI- 3/16"A,.090,3/16"A) FTL-649,4650 Mimni .&pmducr Co K.13116"LAMI IG-1/8"T.AIR SPACE,7/16"LAMI-(3116"A,.090,3/16-HS) FTL4649,4650,4958 L 13116"LAMI IG-1/8"T,AIR SPACE,7116"LAMI-(3/16"HS,.090,3/16"HS) FTL4649.4650 oo M.13/18"LAMI IG-1/8"A,AIR SPACE,5116"LAMI-0/8"A,.090,1/13"A) FTL5063 ` �G''';....,;,:r,;•. ;. __ �',.�:j;.••,.r is p.;,,.•..•�.o •i NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+_64.0 PSFp R LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 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 1 MAY BE USED IN SASH ONLY ly/lb 107UTECHNOLOGYDRNE DESIGN PRESSURES '-;,,<<,;ti•'.'•C to N.VENICE,FLp�1 a', P.O.0ox 1sz0 ALUM.SINGLE HUNG WINDOW,IMPACT r r t, 1`i`` NO.OMIS,R 64274 VulbFj Better eee..xemrr °�" B1°iP T-4040-20 i0°"'° A.LYNI�1�I&',P.E. Sh7W NTS 3 + 1 i 4040 20 F FL P.E.#58705 FJG 8/1/OS J.J. 2/23!07 531!8"MAX.FLANGED WIDTH _52118"MAX.I.F.WIDTH 49 518"MAX.FIXED D C DLO(ALL) 75'MAX. T - - 75'MAX P77 AX SEE DLO I.F. A A I.F.TABLE 0 D_J HEI HT SEE DLO O HEI HT SEE DLO HT -- L 76"MAX. 76"MAX. 76"1 AX. FLANGED FLANGED FLANGED -HEI HT HEI HT_ HEI HT - -- _ _ - - 38 118' -- -= -- - - - -- - - - - SEE DLO - TABLE X j SMASH SEE DLOX j S E SEE DLO X S E 4 TABLE (MAX.) TABLE HEI HT / NO / NO E 4 481/4"MAX. VENT DLO ALL) DETAIL B DETAIL C -DETAIL.A- VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) B E- -I 75"MAX. 75"MAX. I I.F. I.F. SEE DLO I HEI HT E-J HE HT TABLE Q / EE DLO STABLE O I 76"MAX. / 76"1 AAX FLANGED FLANGED HEIGHT HEIGHT PRODUCT RBVISBD SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH au ftl 1ytog wllh tluY3 aid• Building Code HEIGHT HEIGHT Pr�,'' Sato civ`` e 0�• t4liami ede Pmduet DETAIL D DETAIL E VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) ,,.,�illulu7 NOTES: ��.;.o 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. R. � :r, •, is,.: :, c; P T ELEVATIONS r:ior....,•' g 107N TECHNOLOGY DRNE � ''!�'r:• ^•• I..,-.✓ , - N.VENICE,R.342Tb n` `r.�'%:7f:f,t.�l.,�%� " P.o.eox+928 ALUM.SINGLE HUNG WINDOW,IMPACT ! `{ , o yF NOKOMk%FL34274 Kably Bauer - °"` °�" °"epA4 R..: A.LYNt MILLER,P.E. asn: FJf. w", J.J. 123/07 &1700 NTS 4 d 11 404010 F FL P.E.#58705 {� --2.784"—+{ NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS,(1)6'FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED 1 INSIDEINSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 9,10,11,15,16 31 MAX. 2.710° FIXED LITE 7,8 OR 17 - -_DAYLIGHT OPENING - - - OUTSIDE 25 IMAX.FIXED LITE DAYLIGHT OPENING - - - - - ------ r - - -- - --- - - MA WIDTH- 6 SECTION A-A -- - - ---= 6 - OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 MAX, HEIGHT 21 2. 48 HIGH OUTSIDE 1 SIL 2. 30 17 LOW T_ S11.L DAYLIGHT GHT NT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING - 68 2.710° 28 I.F.FRAME q II YRUDUC7'RGVISGD 53 w cmuplying with ON Viands OUTSIDE I B'"II'e�O101fp-O ¢,O Accoptnocc No ' A rpiml' Date � 6 ay 53 .2.946• Cri ami a Pmdu61 52 (LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE 54 64 67 rr.s •.;:� 3 30 12 UONTRALIFT 69 ULTRALIFT LY 12 ONLY SECTION C-C HEAD DETAIL-FLANGED VERSION --.z SECTION B-B RADIUS TOP ' ALTERNATE HIGH SILL (LOW SILL SHOWN) ( ) -.c.\• „�.1��G -''•; MMeBr. WB SECTIONS. `..;;,':°ilU6.,.•';I','''' ftMEVx ,�. 1076 TECHNDLOGY DRNE N.VENICE,FL 34276 ALUM.SINGLE HUNG WINDOW,IMPACT + P.O.BOX 1528 ,,, �,. ,� ,e a,. A.LYNN MILLER,P.E. NOKOIAS,FL 34274 Visibly Better ;'WE""E °"" SHM H81f 5 ail—To 409020 F FLP.E.958705 F.K. J,J. Y "7 ITEM I DWG.# DESCRIPTION PGT# 1TFM DWG# DESCRIPTION PGT# 1 1 4002A' IFLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1 1155 1#8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61816 3 1 4003C I FLANGE FRAME SILL LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) .6533402 5 1 1626 JADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 96 X 1.000 PH,BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 812227 67 GLAZING TAPE,1/16 X 1/2-7116 LAMI 62BVI510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 1 4025 ISASH STOP(EGRESS)1.126 LONG 612244 69 4050A FLANGE FRAME SILL HIGH SILL) 64050 9 4028 SPIRAL BALANCE,3/8",5B",OR 11/16" 70 ISILICONE,DOW 899,995 OR EQUIV. -10- '1080 -BALANCE-COVER,3B"OR 6B" - 6BA-CVR918. -80_-A GLASS,5/16_LAMI,(I0'A.090 PV8,1/8"A)_ _ 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAMI,(118"A.090 PVB,1/6"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI,(1B'HS„090 PVB,18"HS 13 1085/1086 SASH TOP GUIDE - 42504 83 D.GLASS,7/16”LAMI,(1B A.090 PVS.1B'A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,-7116-LAN,(118"A.090 PVB,1B"HS) -- - - 16 1080-1 BALANCE COVER,11/18" 6BALCVR670 85 F.GLASS,7/18'LAMI,(1B"HS,.090 PVB,1B'HS) 17 1 4053 ISASH STOP COVER 64053 86 G.GLASS,13/1 6"LAMI IG:1/8"T.AIR SPACE,6/16"LAM. 1B"A„090 PVB,1/8" 18 1 _4.029-1 ISASH BRACKET 7ULBRKT 87 H.GLASS,13H6"LAMI IG;1/8r,AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/8"HS) 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX - -88 I.GLASS,13/16'LAM]IG:1B'T,AIRSPACE,5/16"LAM],(118"HS„090 PVB,1B"HS) - 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/1G”LAMA IG;INT.AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3116" 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13116-LAMI IG;1/8"T,AIR SPACE,7116"LAMA,(3/16"A.090 PVB,3/16"HS) 25 1235 1NSTP.,.170 X.270 BACK FIN SEAL 67S16d 1 91L.GLASS,13/16"LAM IG;1/8"T,AIR SPACE,7/16"LANG, 3/16'HS,.090 PVB,3/16"HS) 26 1088 SWEEP LATCH 71096 92 M GLASS,13/16"LAMA IG;V8A AIR SPACE,5/18"LAM[, 1B"A.090 PVB,iB" 27 1016 #8 X.625 PH.FL.SMS 7858 2.876 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 WSTP.,BULB VINYL 6TP249 2'784 31 4008 SASH SIDE RAIL 612231 Ll 4.0162-34 1268 SASH FACE GUIDE 42501 35 1622 LAMISETTINGBLOCK3/32X25164'X1" 71622K 0 36 1062 LAM IGSETTING BLOCK 1"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247 W,K 062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,6/16 LAM.GLASS. 640396 47 FRAME,I.F.HEAD 42 40448 GLAZING BEAD,5/16 LAMI WIGRILL KIT 844703 #4071A,6063-T6 44 4222A GLAZING BEAD,7/16"LAMI 64222 FRAME,I.F.LOW SILL 46 985C GLAZING BEAD,7/16"LAM]W/GRILL KR 6985 4$ #4072A,6063-T6 46 4087 GLAZING BEAD.13116-LAMI I.G. 64067 2.908 47 4071A FRAME,I.F.HEAD. 64071 PRODUCTREVISED 48 4072A FRAME,I.F.LOW SILL 640722374 cscomplylogaalthdmFIDd& BuildingAcc 49 4073A FRAME,I.F.HIGH SILL 64073 owN O 14.0{0 50 40748 FRAM64074 E,I.F.JAMB I t 1 L. iw imt Dutc r 52 1 4009 ISILL LATCH EGRESS (LOW SILL) 764009 .062 NOM Dy 53 1 1088 ISPRING,SILL LATCH EGRESS 7SPRNG THICKNESS Miami de Pmdmt Control f 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 4 71 2. 1 ' l 55 1014 SCREEN FRAME(HOR.BVER.) 81014 .062 NOM V 56 1630 SCREEN CORNER KEYWIRINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEYW/OUTRINGS 71631 :; ....I.. 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61824K 50 FRAME,I.F.JAMB 49 FRAME,I.F.HIGH SILL #40746,6063-T6 ,,; � •: #4073A 8063-T6 (USED AS RADIUS TOP HEAD) �. p _PARTS LIST 100 TECHNOLOGY DRE er •'..k... �. N.VENICE,FL 34270 ■��� ALUM.SINGLE HUNG WINDOW,IMPACT 1 �� P.O.BOX 1529 en.a'aae e11,c A.LYNr1'MILLER,P.E. ud c�as NOKOW,FL 34274 V.iby Better NTS 6 > 11 4040,20 F FL P.E.#58705 RICH/i/05 J.J. 223/07 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 qORGASKET I�I.F.FRAME --2.784—�{ 062- 30 62 I. 30 2.3301.1 .062 6 or 50 FLANGE FRAME HEAD#4002A,6063-T8 [ -2784WELD FLANGE FRAME SILL (LOW) _ALOG-#4003C:6063•T6 __- - - 6or50 SCREWBOSS{2) 1 AT HEAD AND SILL - 1- - _ 1.613-!-�-- .738 - - - - - - -- - -- 12.710 -----— .062 062 .490 .040 � I VIEW D-D VIEW E-E 1.451 { (1f1&VIEW HEAD 8 SILL,RADIUS TOP SILL) - - (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION OFLANGE FRAME JAMB O #4025,6063-TS 17 #4053.6063-TS 050 #40°4,6063-T5 (USED AS RADIUS TOP HEAD) 1'1� T .878 -�{ 1.3422.326—y I 1.096• 1 ff °s2 1'j49 41 GLAZING BEAD,5/16" #40398,6063-T5 2.155 � 1.979 .062 1.707 .osz SASH SIDE RAIL .062 31 #4008,6063-T5 21 FIXED MEETING RAIL 23 SASH TOP RAIL 26 SASH BOTTOM RAIL(LO W) 676 #4054A,6063HD-T6® #4006C,6063HS-T6 #4007,6063-T5 ,050-V EVI k�-- 7'8 1 1.096 1 -� PRODUCT RSED 42 GLAZING BEAD,5/16" mem'PlyingwithlhePimlda #40448,6083-T5 BwllOgcOda 2.326 1.098 T (USED Wf GRILL KIT) `tCO�POCO I tO(�°O X4,0 fo —I�� `!.»Pira MDate ,7AZI osz 44 GLAZING BEAD 7116" 3.446 Miami ado Prodact Cua rol 2.946 #4222,6063-T5 2.838 683 •050 062 �,atll.rrrrr 1.097 �'\ 050--� 46 678 GLAZING BEAD,13/16"IG .;;��'•'; :; ' 1.115 #4067,6063•T5 �-2.784 SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7116" 69 FLANGE FRAME SILL(HIGH) gg 45 _ /r #4050A,8063-T6 #4051A,6063•T5 #985C.6063-T5 Wf GRILL KIT) _3 Rend&r ,, IM TECHNOLOGY DR VE EXTRUSIONS&FRAME CORNER DETAIL N.VENICE,F134276 ' r (,j•.•f, P.O.BOX 1628 � ALUM.SINGLE HUNG WINDOW,IMPACT r r, NO.OMIS,FL 34274 Ylr(67y Berner ""` °"°" '"•'°'b a.r. A.LYNN I IDLER,P.E. r e^ivA10 t sN7o0 Half 7 a 11 404020 F FL P.E.#58705 F.K. B/!/OS J.J. 2/23/07 ANCHOR QUANTITIES FOR in FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: _ WINDOW HEIGHT 1.ANCHOR TYPES: 1-1W ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX SUBSTRATE: 26.603 34.603 -'40.603 "'ry 46.603 52.603 58.603 i '64.603 r' 76.000 3-912 SCREWS ANCHOR TYPE: M O N Z Z m O N Z r O Z Z O N z Z"�O N Z M O N Z U m O; Z Z cm O N z Z 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS N O O N O N• O O cif O r o c'T O O N O N O O tV O O FOLLOWIING DIMENSIONS. WIDTH TYPE � U U U ,>3 U U U U U U U U U U U HEAD-181/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS _..._. .._. ......_...._._...___._._...-- ----. _.._._ _. ..._-_. -.- _-_.._..__......_.....__._._.... CORNERS _ _ _ 15 'E•?= -H,I,J,K,L 1 2 1 1 1 1 1 2 1 1. 1 2.2.2 1 2 2 2 2 2 2 2 2 2 2 2.21,2 2 2- 2.2 2 2 2 2 2.2 2 2 2 3 2 2 3 3 6"MAX.BELOW MTG.RAIL '1j19;125` SILL-ANCHORS NOT REQUIRED —- -- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �1 ` 1 1 1 1_ 1 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 f2,2 2 2 2 2'F3 212 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR 4FG1 1 1 1 1- 1- 1 1 1 1 1 1- 1 1 - 1 -1 - 1 1 1- 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF . __._ __-___ _. _ .__._.. _. ._____v. NOTE 2. 1 1 1 2121 21 2221 222222222222222232222232223 3 32233 24.00014TASLE WIDTH AND HEIGHT DIMENSION ARE FOR _. .._ _. .. "....... ____ .._. ._. ._._...._..-._.._...... .._..._ -.. ..__..... ........__. —_..._.___ .._.._...---._ FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2F22 2 2 2 2 3 2 2 2 22 3 2 2 2 3 313 2 2 3 3ARE1"LESS. 11 1 1 1 1 2 1 1 2 1 „1 `2 1 15.DESIGN PRESSURE LIMITATIONS: 32.000 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 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A B,M 1 j2 1 2 2 2 2 3 1 2 2 2 21311 2 21-i 213 2�2 2 3 2 3 2 2 2 3 3 3 2 2 3[-3'-3 4 312 3 3 3 4 3 3 4 4 OF ANCHOR­_ MAXIMUM S SHOWNIGN NIiN SOLD. THSSURE WITH THE E Y 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 _....._. .,_ ._...._..._....-2"F3-'- .. _._ _..._..._ ___........_.2_...—._..._.. ,.___. -_._._......1.3T._...._..__-.-__-...-.._. .._. _......_._..._. PRESSURE FORTH H,IAK,L 2 2 1 2 2 2 2 3 1 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 4 3 3 3 4 3 5 3 3 4 4 RESPECTIVE SIZE 37.000; 1 1 1 1 1 1 �2, 1 1 2 1 2 2 1 2 2 1 2 2` 1 2 2 1 2 AND GLASS TYPE IS A M z12 1 2 2 2 2 3 1 2 2I 2.1,3 2 2 213 2J 3 212 2j3 2�3 2I 3 2 3 3 4 P13 3 3 q r3 3 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 -._ .._. ._-_.--.--_._--.- _Ti_ ._�- .._ _.___.._ _.._ _....-----.__...-_ _-. 40.000 H,I,J,K,L 221 222232221323222323232324213 333423 3435 3334453344 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 2 2 2 3 2 2 2 3 2�3 2'2 2 3 213 213 2 3 2I4 2r3 3 3 3 4 2I3J.3 4 3 5 313 3 4 '41'5 3 3 414 PSF 79 TABLE KEY: C,D,E,F,G, 2 ._.2_..2_..2 _2_._2]_3__-2_--f_3_- ?_..._?_. .__Z .2 __2_. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX PSF 44.000 H,IJ,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_1­4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 (DP LIMITED) 118 PRODUCTREVISED 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 m cmnplying x ith W RUM- ABM _ .... ....... ... ..-- .. -__. _......-- .........._. _. ._ ._. _.. ......_..... -- _.._..._.... HEAD 2 Dodding Code 1 22222�22�3222�323223192423333423333423 3435333445344x6 Aecep,nnmNnf O�j PSF 79 79 JAMB ABOVE 2 3 E,imt Dule 93 MTG.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 n ....2 JAMB BELOW IBvlimnl ndc prodwl control 48.000 H,I,J,K,L -if-2-.2--1-2- 2 2 2 3 212 2 3 *3[4' 1 2 3 3 3 3 4 2 3 3 4 314 213 3 4 3 5 313 3 4 3 5 3 3 4i 5 416 3 4 5 5 MTG.RAIL J AB,M 2 2 2 2I. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 __2_2 2I2'T22 2 3 2 2 2�3 3�4 213 3 3 3I4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 314 3�5 3�3 4 5 4 6 3�4 5 5 (FULL DP) tllil' ll/:. PSF 72 79 78 HEAD_2 :` ;r?;?Y :Y'&, 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 �'\�,.' u" rr;. -:'{ 53.125 H,I,J,K,L 2 2 Xif� 2 2 3 212 213 3 4 2 3 3 4 314 2�3 3 4 314 3 3 3 4 315 3 3 4 4 416 3 4 4 5 416 3 4 5 6 MTG.RAIL 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3- JAMB BELOWA B,M — -..._ .. ..._.. ._.._._...._... - —...... _... .. _......_.... --i......._ _. MTG.RAIL . I2 2 2 3 2'2 213 3 4 2I3 3 4 'QIA 2 3 3 4 3�4 3 3 3 4 3 5 3 3 414 415 313 415 416 3 4 4 5 •/� 16 away. one rs.wns O�•''%' •', .err;_��� �!%�. awimc 1070 TECHNOLOGYDRNE ANCHORAGE SPACING, 1/1 WINDOWS j��; itr .,t,j.�;;•� N.VENICE,FL34276 �'�;�;7�;nil• i`•, "'"°"` P.G.Box tssa ALUM.SINGLE HUNG WINDOW,IMPACT / l �� cns�na NOKOMIS,rL34274 Visibly Bever ��� ° 4" ei'°ON' "'^' A.LYPI<S)�ILL��t,P.E. F.X. 7/29/05 J.J. 22307 SH70D NTS 8 d 11 4040,20 F FL P.E.#158705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE:---- 29.655 37.155 44.655 52.155 59.655 1 67.155 1 74.655 76.000 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 WINDOW GLASS m0 z zc?O z zm0 z zm0 Z Zm0 Z Zm0 z Zm0 z zm0 Z Z NQNOON NOON NOON NOON NOON NO—OfV NO' Oc4i NOr O FOLLOWING DIMENSIONS: WIDTH TYPE S U U U U U U U U U U �$ U U �$ U U U U HEAD-18 1/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS -....._...______.-... _..___.._-_-.._.—_.. .__._.... _. ---_-- _._....--.-.. - _.-_--._.._._..._.. _. .__ -- 15"MAX,FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 6"MAX.BELOW MTG.RAIL 19.1.25 _ _ 1 1 1 1 1 1 1 1 1--1- 1 1- 1 -1 1 1 1- 1- 1 1 - SILL-ANCHORSNOT-REQUIRED A,B,M ._._...__..__._ _....... ._...._._._._ ......_. ......._. _._____.._.._ ..._ _. ._ __.._..... __.._-....._....__.__._. 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 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 _1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 _1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 1 2(2 1 1 2 2 2 2 2I 2 2 2 2 2 2 2 2 2 2 2 2�2 3I 2 3(2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 ARE 1"LESS. PSF 68 1 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 i 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L 1 1 1 f 1 7 1 2 2 2 2 2 2 2 3 3 3 2 2 3 3 3 J 3 3 2 3 3 3 3 72 'i 3 3 41'3` 3'1-i 41-i 4 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 1 7 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 TF, 1 1 1=1 2 2 2 2 2 2 2 3 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3(2 4 3 413 3 2 4 3 MAXIMUM DESIGN PSF 59 87 79 PRESSURE FOR THE 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 1 11 2222222322233322 33338343333 P 3343324 3443243 AVAILABLE. 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M _.... .. ._.. ..................... .._.._..._..._. ....... ...._...-... _.._. .... ....... _.._. ..... _.... ......._...__ L 11 1 1 11 222221221322233322 333333433(832 3343324 34(43243 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 2r2 2 2 2 3 212 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 f 3 4 4_3 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 1 1 1 1 1 1 2 2 ]2j2 '2­ii 2,3 2 2­3-Li 3,3 2 2 3 3 413 3 3 4 3 -3,1-3".3 3 413 414 3 3 4l 4 .4 3 3 5 3 TABLE KEY: 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 2 (DP LIMITED) 117 PRODUCT REVISED 44.000 H,I,J,K,L 1 1 11112222223322 333423334433434433434433f.4 344 3354 HEAD 3 w complying with Jm 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 Euiiding Cock A,B,M __...._ _..... .. ...._. ... .. .- •---._...... ............._. ._.........-.._ .-._..__ ..__._. _..._. _ JAMB ABOVE 3 3 asa•.ptnnce�151 O 14.�2t 111111 2222223322 333423 3�344334D344334344334(3443354 ial PSF 45 74 51 74 79 79 MTG.RAILC,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 23 2 2 32 2 JAMB BELOWMimniWe _..._. ... ..... ........ ... ..... ..2 MTG.RAIL 48.D00 H,IAK,L 11111122222233223733433 33443344443344444354444354 .2 2_ 2 3 _2 2_ 2 2 2_ 3 2 2 3 2 2 A,B,M 121 121 121 222 2(2 222 323 2 2 313 3(4 3 3 3 3 414 3�3 4 4 44 3 4(4 4 4 4�3 5 4 4(4 4 3 5 4 (FULL DPZ ;>. qA 67 46 67 76 79 HEAD 2 .:` .; •';;,_' :;: ,?; 2 2 2 2 2 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 2 53.125 1 1 1 1 2 2 2 2 2 2 33;133 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 515 4'j3 6.1.4 MTG.RAIL 2 2 2 2 2 _3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 J ._. ... _..._ .....r... ---... ............. ..........._.,... ...... .... AMB BELOWMTG.RAIL11112222223333313414334444334144433414544354544x354 •, rif rl Reno nl: Dem owvne . evmay. mu Re,4bi• 1070 Ey ANCHORA GE SPACING,STANDARD VIEW ,;,:;;,,'•'••...• �,;�.:,.. N.VENICE,FL 94475 ieo '�i,��-l:'i;�I ALUM.SINGLE HUNG WINDOW,IMPACT R�NY]In Itl!1tt' P.O.BOX t52B e.r..�v.r �,", eue.� mow, R. A•LYNN MILLER,P.E. oe or.x n.ec 'j ,we NOKOMIS,FL34274 YLrlbfyBetter 111700 NTS 8 m 11 404020 F FL P.E.#58705 F.K. 72B/D5 J.J. ?23/07 i ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1.ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.362 55.925 2-1/4"ELCO SS4 CRETE-FLEX " U * 3 12 SCREWS ANCHOR TYPE: U U o U UT0 U U ❑ U U 0 U ❑ U U 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING of � ' zorzz zNO zz m 0 z z 0 zzw0 z_zcoo,z _zMO _ 'WINDOW GLASS NO N -UNU vNU UUUU UUNUU UUHA1WIDTH v ED-18 2MAXFROM CORNERS I TYPE 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 19.125 K L -._._.._........._._._..............._........_...._....... ......-.._...-._.._....._....._.. ..__...._..._.._._........_... ....... _.._............._.._-......._.--.---..._......_._. ._.._...:._._- 11 12"MAX.ABOVE THE MEETING RAIL 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 G.RAIL 24.000- D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8"MAX.BELOW MTTO CORNERS ......_.. �...:.... .......... ......__. ....,.........._....._... -.._..._.......... _._.........._._..._._._.. ........._..._......_..... ......._...._._._. 15 MAX FROM BOTTOM N S 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-ANCHORSNOTREQUIRED D E F,J, 1_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 K L _. ..........._.............._........_...._._......_...__.... .._...... ..._. _... _.___.__-_--_.._.._..._._._..._.._._...._..,._.__.....__.._..-1... .....--. VIEW WINDOWS FROM TABLES 7.AND 8.USING THE 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 12 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 5/8"MIN.TO 38" 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGEDWINDOWS. 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 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 8 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 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 +i 3 6 4 3 5 5 4 5 5 4 6 1 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 78 1 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 K,L 1 1 1 2 2 ._2 3....3.... 3 ....4........4. _4..._5.......4.. ..5. ...5....4_...__8..._5........4..._._8........8.......5. 6 AVAILABLE.GLASS IS PSFJ 71 1 79 63 71 79 64 74 66 77 69 69 TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2..1..3 3 2 3 K,L 1 1 1 2 2 2 3 ...3... 3 4 ..._4... 4 5... .. .. ._5_._..g... .5.. 6 .6.. ..5,.. ..7. ..s.. 5.. ...7. - MAX PSF (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVEI 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12.776 15.776 18.776 1 21.776 1 24.776 27.776 30.776 31.106 ANCHOR TYPE. o v o 0 � 0 n o 0 0 o 0 0 0 o 0 0 0 0 o n 0 0 0 FULL DP a+ ONz zo?ONZ � Zma ,z ,.. Ze'iON Z� ZMONz ,.• zMONZ ,. zvkoO z � Zc? NZ � Z HEAD 2 WINDOW it O N O O N O N O of O t3 O N O O N O WIDTH o 0 0 o 0 0 g o o " o Z8 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 as cmnplying with tfta Flodde 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 Euit p Code Accopinuco 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 I:gnration Dnle 21 79 TABLE 8.KEY: tiii.mi c Pmdmt Cona 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3T_3 3 3 3 3 4 3 3 4 3 4 40.000 74 - MAX.PSF V DP LIMITED) 112 2' 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 � IIIIii. JAMB BELOW 2 44.000 68 78 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 48.000 63 72 78 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DP3.1257366 72 JAMBBELOWB2 2�E2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 $ 4 5 3 5 5 3 5 MTG.RAIL ANCHORAGE SPACING,CUSTOM VIEW '�-'' .c',• ',nr•' iIgO TECHNOLO('Y ORNE '��;�,'' '•:'::.• ',��� •' N.VENICE,FL 34475 P.O.09X1529 �- ALUM.SINGLE HUNG WINDOW IMPACT nr"w„ �01NOKOMIS.FL34274 Visibly Better ` °ee"' X11°` a'"„0^' : A.LYNNISA)LLER,P.EF.K. 1 SM00 NTS 1 10 d 19 404020 F FLP.El58705 EXTERIOR INTERIOR NOTES: WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL } 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(G6)OR (SEE NOTE 1 j8 3) (SEE NOTE 4) 1"MIN.EDGE 7/4"SS4 CRETE-FLEX. 3.35 KSI MIN. __L 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 136'MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1.3/4-MIN.,114-CRETE-FLEX 1 3/8" INSTALLED DIRECTLY TO,SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x a MIN 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE -WOOD'BUCK o —ENGINEERED'BYOTHERS ORAS-APPROVED BY•AUTHORITY-HAVINGJURISDICTION.—- - (SEE NOTE 4) _ —� 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114" 1f4" 6053•T5 AND A MINIMUM OF 1/6"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX - - WINDOW FRAME SIMILAR TO THAT - - - - - - - - �• _ _ A#12 SHEET- OF A SIZE TO PROVIDE FULL SUPPORT TO THE - - - - - - -- - - -- -SHIM - - -� - - -SHOWN IN DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE DETAILA DETAILS SHIM 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 - - - ---- - —MULLED APPLICATIONS IT-15 EXCEPTABLE TO REMOVE THE FIN AND AT-TA 1 114" 1 3/B" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX.SHIM �{ MIN 1/4"MAX SHIM MIN 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. _ 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT •%13/4'MIN EDGE O 1"MIN,EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS)- EXTERIOR ix BUCK OPTIONAL WITH SOLID CONCRETE L 2x WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" 5/8"MIN.EDGE 2-1/2"EMBEDMENT MAX. SHIM 1/4" O — WOOD FRAME MAX. PRrJDUCr IIEVISED -L—WOOD FRAME SHIM I nscomplfwgxiththe Floide o _� Ou114%Code I�o�o l4.Ot� 5/8"MIN,EDGE AccepinOw No .131"DIA.MIN. EgmutionDnte �OZ) 2-1/2"EM EDMENT x 2 1/2"NAIL, .131"DIA.MIN. AT CORNERS D7 AND 5"O.C. Miilml ade Product x 21/2"NAIL, WOOD FRAME AT CORNERS AND S"O.C. 5EDC :iul; r 131"DIA MIN. , .c t,'. :''+''%`,•''' 1/4" x21/2"NAIL, O A." ✓t'i. MAX. AT CORNERS SHIM AND W O.C. 2-1/2"EMBEDMENT DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) No. TYPICAL INTEGRAL FIN ANCHORAGE ", .. �1�lfl, 7a ao7 �. ReMW a ANCHORAGE DETAILS " ° ',�i• ,:; p 1070 TECHNOLOGY DRIVE • -I!,•,I.�;,`,,•,• '. N.VENICE,FL34275 t� /'i\!•' ftndi3r. °iW R P.O.89X 1529 ALUM.SINGLE HUNG WINDOW,IMPACT � � o.s NOKOMIS.FL 34274 Vtrt67yBereer "" "v0' o'I` s 4> 1 F A LFLP.E.#58 05 E F.K. WIM6 J„I• 2MI07 srnoo NTS 11 11 40402(1