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HomeMy WebLinkAboutProduct Approval Opening I Size (W x H) 1. Impact Window 52 x49 (Front Window) 2. Impact Window 52 x49 (Front Window) 3. Impact Window 52 x49 (Back Window) 3 'a i >+ -0 M O W m LL J 0 m � o a� 1 2 LL COPYRIGHT E4EMPEST.COM SCALE: NOT TO SCALE OATS:. _ _ Feb 06,2017 PAGE DESCRIPTION: Site Plan PAGE: OF 1 1 Property Information Building Information Owner: Robert Lloyd Wind Zone: 150 MPH. Address: 6040 Indrio Rd Exposure Category: B T-1 Minimum Building Dimension: 30 ft. Ft Pierce,F134951 Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 52 49 7 27.5 -36.1 2 Int 52 49 7 27.5 -29.9 3 Int 52 49 7 27.5 -29.9 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 x MRS av N AW6 d� BCIS Home Log In User Registration ' Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map 1 Links I Search - Y 'I d r .Product Approval V5USER:Public User ��5 r Product ADproval Menu>Product or Application Search>Application List>Application Detail FL# FL239 R24 Application Type Revision Code Version2�044 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer t a_PGT Industries Address/Phone/Email �` 1'070 TR ino ogy Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory jS�T g-e7H g Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval f f Date Approved 09/08/2016 Summary of Products FL# Model, Number or Name Description 239.1 SH- 200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0505.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0505.02.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.12b.od f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.12b.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.05.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.05.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239 4 .- SH 7p0(Lar6e Mssye Impact) Aluminum Single Hung Window fit_..... _.._..v.. Limits of Use ^`-" —`rt" Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.06.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.06.0df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.O1.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.01.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-80.0(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.02.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Paity: Evaluation Reports I Created by Independent Third Party: 239.7 SH-3000(Large Missile:Impact) ArchitecturalSystems Aluminum Single_Hung Window i .. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.11 LMI.Dd f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party:. 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.10 SMI.Dd f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 11 15-0612.10 SMI.Ddf (NCA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.04.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.03.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can bemadeavailable to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W9 NO Eck; - CruBdit Cala Safe MIAMIOADE MIAMI-DARE COUNTY 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,) rnnv.miamidado.eovteconomv 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 AID 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 Are 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.- DE SCRIPTION: one:DESCRIPTION:Series"SII-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.4040-20,titled"Alcon.Single Hung Window,Impact",sheets 1 through 1I of 11,dated 09/01/05,with revision F dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeltseries,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 ofNOA. 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 thejob site at the request of the Building Official. This NOA revises NOA#15-0519.08 and consists of this page I 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. 1 JI NOA No.16.0714.06 MIAMMAO�E COUNTY / S�t2��� Expiration Date: March 26,2021 Approval Date: August IS,2016 Page I �j i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sttbntitted tinder NOA No.05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact",sheets 1 through I l of 11,dated 09/01/05,with revision F dated 05/15/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and-installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using:Kodispace 49G TPS spacer system,Duraseal®spacer system,Super Spaccr®NXTT"'spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8963 and FTL-8970, dated 11/16/15, i 06/07/16 and 06/02/16 respectively,all signed ax id sealed by Idalmis Ortega,P.E. 2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 i 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 tinder NOA No.07-0322.06) 3. Test reports on:I)Air Infiltration Test,.per FSC,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 1 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 P sealed by Edmundo Largaespada,P.E. (Subnutted rntderNOANo.07-0322.06) y Manuel Perpl,P E, d �-Product Control Vantffier NOA No.16-0714.06 Expiration Dale: March 26,2021 Approval Date: August 18,2016 j�. E 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 Edtmmdo Largaespada, P.E. i (Submitted unuderNOA 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 E 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:I)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 FSC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung i window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) 7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 ' 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.14-FL-4948 and FTL-4646,dated 08110/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) { Manuel P ez, .E. i Product Control tx3rfiiner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 i S J PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5d' Edition(21)14),dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted wider 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@ PVD Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS J 1. Statement letter of conformance,complying with FBC-5f°Edition(2014),dated May 16,2015,issued by manufacturer,signed and scaled by A.Lynn Miller,P.E. (Submitted under previous NOA No.15-0519.08) 2. Statement Ietter 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-4957,11TL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted trader 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/l0/05,signed and sealed by Edmundo Largaespada,P.E. (Subwitted tinder 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 03126/21. U ! Manuei Pe cz,p.E. tJr, Product Control Ex;;jger NOA No.16-0714.06 Expiration Date: Ylarch 26,2021 Approval Date: August 18,2016 E-3 i -GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: : 2014 FLORIDA BUILDING CODE(FBC),STH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09 -ANSIIAF&PA NDS•2012 FOR WOOD CONSTRUCTION A.5/16"-LAMI COMISTING'bF(2)LITES OF VIS" E' ANNEALED GLASS WITH A.090"KURARAY BUTACITE (BY KURARAY AMERICA,INC.) :ALUMINUM DESIGN MANUAL,ADM-2010 I OR,090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) �•Al-SIS100-07/S&2010 B.51116"LAMI CONSISTING OF(1)LITE OF 11W ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C,5/16"LAMI CONSISTING Of(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A ,090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.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) E.7/16"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITEO PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX 0 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3116-HEAT STRENGTHENED GLASS WITH A,090"KURARAY BUTACITE 'PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF l/w ANNEALED GLASS WITH A GENERAL NOTES 1 .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS 2 H.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE DESIGN PRESSURES.......3 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITEG PVB(BY KURARAY AMERICA.INC.) ELEVATIONS....................4 OR,090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 I.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS HORIZ.SECTIONS............5 WITH A.090'KURARAY BUTA61TE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFI-EXo PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6 J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A EXTRUSIONS. 7 .090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC,)OR,090"SAFLEXoPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL..............7 K.13116"LAMI IG;(1)LITE OF 118"TEMPERED GLASS,AN AIR S I PACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE ANCHORAGE........... 8.11 OF 3116"HEAT STRENGTHENED GLASS WITH A.C90"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) OR•090"SAPLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13!16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS..AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090'*KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI K3:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A .090"KURARAY BUTACITEOPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"O)C'(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3°!STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. uwnplyi.g with 0-1510 14R 13110014 Code 'G-OC) 6,FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTI-4957,FTL-4958 AND FTL-5063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION %-I; n aAc Pmm t1 Cnnlny- 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. JR 05105116 F ADDED SPACERS To snEErz1070 TECHNOLOGY 11C GENERAL N H"OLOGY OR1 RVENI.E.11. v.;. P.O.BOX 1529 ALUM.SINGLE HUNG WINDOW,IMPACT NOKOMIS,FL 34274 S�~.k 5-er. v7sibly flaw IR- A.Ly 'MILLER,P.E. F.K. 0;6107 1 SH700 P.E.#58705 Part III Description Material 1 1 11 n 71 Kommeding 4SG TPS Spacer System 72 Quanex Super SpacernXTwith Hot Melt Butyl See this 73 Quanex Duraseal Spacer Sheet for 41 112"NOM. Materials GLASS GLASS BITE 112"NOM. 74 Cardinal XL Edge Spacer GLASS BITE REFERENCE TEST REPORTS:FTL-8717.8968 8 8970 70 37 70 37 1/8"ANNEALED OR HEAT STRENGTHENED GLASS3/16"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"NOM. —fiW7/16"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: EXTERIOR INTERIOR[� LAM[IG OUTBOARD 71-74 71-74 LITES MAY BE �— l "I — (ALL SECTIONS) UPGRADED TO 3/16" \\JJ WITH NO CHANGE IN "PVB"= DESIGN PRESSURE. KURARAY BUTACITE 1/2"NOM. 1/2"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE or SAFLEX PVB INTERLAYER BY 70 38 EASTMAN CHEMICAL COMPANY 38lei 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 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16'LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE 118"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13/16"NOM. 13116"NOM. .,.....---6may.-....�. _ 1;3019Mh1G GLASS W/5/1;6 LAMI.86 87 88 or 9213/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 -z PRODUCT REVISED ALUMINUM ns cnmPlyi.g mini It.FI07idR SILICONE HOT-MELT BUTYL REINFORCEMENT Building Cade STRUCTURAL POLYISO- DESICCANT FILL AREA P •1 (.b BUTYLENE Acca 9n c• t SILICONE 5116"NOM. Cxpiml' Daic Cy STRUCTURAL 3116"NOM. 5116'NOM. SEAL �- 1/4"NOM. FOAM } '�Jr/(r_[�n POLYISOBUTYLEN WITH BUTYLR SILICONE SEAL fi' Y-`y3Y11/ 2 WITH DESICCANT DESICCANT ROLL-FORMED Miinmi[;nAo Product G4uo).•'1 DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT.GLASS INT.GLASS 1' INT.GLASS „ KODISPACE 72 73 SUPER DURASEALO 7< XL EDGE7M 4SG TPS 8 SPACER'DNXT- SPACER SPACER n � "6& ova ey. Dns: Rswty: ..'.(.I+ •.'r," JR 05105118 F ADDED SPACERS. n 6• ue: R"w.av: 1070TECIiNOLOGY0RIVE GLAZING DETAILS i'i;•,.•'•...ri;: ws: ReNtlgi4• N.VENICE,FL 34275 �� I ��� 7�+ALUM.SINGLE HUNG WINDOW,IMPACT P.O. 1529 "'WILE NOKOMIS,FL 04274 Visibly Ycjt ""bdib °o"` `"eeG °Yi vw R^' A.LYNN MILE R,P.E. F.K.- 9!1/03 J.J. x/23/07 SH700 FU/l 2 a 11 4040-20 F FL P.E.#58705 �.. 1,1FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 66" 681, 1 7D" 72" 74" 76" W MEETING RAIL 48" A,B,M .80.01--80.0 .80,0 -80.0 +80.0 .80.0 1+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. I so,, A,B,M +8--o --m- +80.0 -80.0 +80,0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 - 1()0 A,B,M +130.0 1 -80.0 +80,0 -60.0 +80.0 -BO.0 4+80.0 -80.0 +78.8 -78.8 +77,3 -77.3 +75,9 -75.9 X. ASH 8 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 -+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 WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT .01, WIDTH GLASS TYPE 38 3/8" 44" 60 518" 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 601, 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 -70.0 621, A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +76.9 -76.9 +70,0 -70X +68.8 -68.8 +67,6 -67.6 "X" SASH 631/8" A,B,M +80.0- -80.0 +80,0 40.0 +80.0 .80.0 +75.0 -76.0 +68.0 -68,0 +66.7 -66.7 +65.6- -85.5 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L i+K0 -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 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W kT WINDOW HEIGHT MINUS'SASH HEIGHT(MAX.WINDOW HT.WI SASH-76"FLANGED AND 75"INTEGRAL FIN) O.. MINUS WIDTH GLASS TYPE 171/8" 1 2211116" 1 283-/16" 1 33 314" 1 39 6/16" 1 4413/16" 1 603/6" 1 55 16116" SASH 15 lIV D,E,F,J,K,OgNi 80.0 1 .80.0 1+80.0 1 -80.0 1 +80.0 1 -80.0 1+80.0 1 -80.0 1+70.0 1 -70.0 1+70.01 .70.0 1-m.01 -70.0 1+70.0 1 -70.0 HT. MEETING RAIL HT. GLASS TYPES: TEST REPORTS TABLE 4. SASH A.5/16"LAMI-(1/8"A,090,1/8"A) FTL-4647,4648,4723,4957 B.5/16"LAM)-(1/8"A_090,116"HS) FTL-4647,4648 C.5/16"LAMI-(1/8"HS,090,118"HS) FTI-4647,4648 D.7116"LAMI-(3116"A,.090.3/16"A) FTLA645,4885 E.7116"LAMI-(3119-A,.090,3116'HS) FTL4645 F.7/16"LAMI-(3/1WHS,090,3116!'HS) FTL-4645 '�'ZODUCT RrVjSr..L, -,-!,P ying"'ith the (1/8'A-,09 FTL4646,4723 onildiugcod,, H.13/16'LAMI IG-118"T,AIRSPACE,5/16-LAMI-(1/6'A,.090,1/8"HS) FTL-4646 L 13/16"LAMI IG-118"T,AIR SPACE,5116'LAMI-(1/WHS,090,1/8'HS) FTL-4646 , J.13116"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3116"A,090,3116"A) FTI-4649,46504dlmC K.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,090,3116"HS) FTL-4649,465D,4958 1L.13116"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16'HS,.090,3116!'HS) FTL-4649,4650 IM.13/16"LAMI IG-1/8"A,AIR SPACE,5116"LAMI-(118"A,090,I/8"A) FTL-5063 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING I"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 N PRESSURES .1"...�........... N.VENICE,FL 34275 zPA.80X 1529 1.: LIM.SINGLE HUNG WINDOW,IMPACT A -Mf MILER,P.E. F,K N'TS 3 11 4040-20 FL P.E.#58705 Visibly Barer SH700 531/8"MAX.FLANGED WIDTH 52 1/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED DLO(ALL) 75'MAX. 75"MAX. / 75"MAX. SEE DLO I.F. A A I.F. I I.F. TABLE 0 / p HEI HT SEE DLO j HEI HT SEE DLO.LE O C j HEIGHT - 76"MAX. L 76"MAX. FLANGED FLANGED 76"MAX, FLANGED HEIGHT HEIGHT SEE DLO "MAX. I HEIGHT TABLE X j SSH SEE DLO X % SEE SEE DLO X S (MAX.) HEIGHT TABLE / NO E 4' TABLE NO E 4 48 1/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETA L.A:^-j VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) B E • 1 75"MAX. I.F. � SEE DLO I HEI HT E HEI 3HT TABLE SEE DLO O jTABLE O j 76"MAX. 76"MAX. FLANGED FLANGED HEIGHT 1 HEIGHT L L -1 20" 20" ,c°nlplying Mill uw Vm b1 PRODUCT REV ISBD SEE DLO TABLE X j SASH SEE DLO TABLE X SASH Building Cine HEIGHT / HEIGHT Eec°Pla orttC 14"O I O� k'�•i7i`b'{`(frt/Pale �tn� l DETAIL D DETAIL E ail-a)aad'�Ahludm I'll l� VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. •t:' �•�' .` ',' 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. 7. ' �.�� Fewa ey; Dela: ReNebne: enEey: aro: ReutUone: 107DTECHNOLOGVDRIVE ELEVATIONS "�cr.;,ol'..•'';.>; - N. VENICE,FL 74276 P.D.00X 1520 �� ALUM.SINGLE HUNG WINDOW,IMPACT 1� • `, s^"�*'°"°'' �'° s^si0 A.LYNN MILLER,P.E. .I31^a"n 5Y °e,°: Chetl:e! Dale: NOKOMIS,FL3ffi74 Visibly Bearer Diw1npNe _. F.K. 911/0;; J.J. 2/23/07 SH700 NTS 4 °� 11 4040-20 FeF FL P.E.#58705 I -2.784 --1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM-EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10,11,15,16 �1r Ito — — IV eC� MAX. 2.710" FIXED LITE 7,8 OR 17 DAYLIGHT 25 OPENING OUTSIDE 25 -MAX.f^ FIXED LITE DAYLIGHT OPENING I MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 MAX. HEIGHT 21 2 946 dr, — 11— HIGH I OUTSIDE I SILL 2.330 AqT LOW SILL MAX. VENT 49 48 DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OUTSIDE OPENING 68 z.710^ I.F.FRAME PRO 28 I DUCT REVISED 53 ac cmnpiying n•ilh Ilu Ylcsida OUTSIDE I IluiLlinB code � t4.0 .\ceapmnw Na' "�• i ,ln•�ua« a,1 53 U�I.t 6 � ftl % . 2.946" 41i"ni A,de Ilmc.T Icffgrw/ 52 2.330" (HIGH SILL). 63 (LOW SILL) SEE NOTE A13OVE54 64 rl:,r 3 30 ULTRALIFT 69 67 12 ONLY ULTRALIFT 12 ONLY SECTION C-C SECTION B-B RADIUS TOP ( �-�- LOW SILL SHOWN ALTERNATE HIGH SILL ) Aerc46y. rum: t_zB, ( ) (HEAD DETAIL-FLANGED VERSIONDale: SECTfONSN.VENICE,FL 34275o ALUM.SINGLE HUNG WINDOW,IMPACT `P.O.BOX 1520 NOKOPAIS,FL 34274 ea^°e*'"'°" `�"' "^"� °n""e"e A.LYNN MILLER,P.E. o�x„er: eroVisibly Better SN700 f-l8)f 5 =s 11 4040-20 n,FFK. 8/1/05 2/23/07 FL P.E.#58705 ITEM DWG# DESCRIPTION PGT# ITEM TY DESCRIPTION PGT# 1 4002A' FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 48 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAMI 62BV1510 7 4025 SASH STOP 612.244 66 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11116" 70 ISILICONE.DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,318"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI, 11811&.090 PVB,1l8"A) 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAMI,(1/8"A.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT .82 C.GLASS,5116"LAMI,(1/8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7116"LAM[,(1/81-A.090 PVB,1/81.,A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAMI,(1/8"A.090 PVB,1/8"HS) 16 1080-1 BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAMI,(1/e"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"&.090 PVB,1/81-A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/6"&.090 PVB,1/8"HS) 19 #8-32 X1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"HS,.090 PVB,1/6"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAM]IG;1/8"T,AIR SPACE,7/16"LAMI, 3/16"&.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;118"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1095 SWEEP LATCH 71096 92 M.GLASS,13116"LAMI IG;1/8"A AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"A) 27 1016 #8 X.625 PH.FL.SMS 7858 2.878- 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 WSTP.,BULB VINYL 6TP249 2'784 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 .062 35 1622 LAMI SETTING BLOCK 3/32"X25164"X1" 71622K 1.830 —1IL 36 1052 LAMI IGSETTING BLOCK I"X3/4"X1/16" 71052K L3. 55 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K .062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS. 64039B 47 FRAME, I.F.HEAD 42 40448 GLAZING BEAD,5/16 LAMI W/GRILL KIT 644703 #4071 A,6063-T6 44 4222A GLAZING BEAD,7116"LAM[ 64222 FRAME, I.F.LOW SILL 45 985C GLAZING BEAD,7116"LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 #4072A,6063-T6 47 4071A FRAME,I.F.HEAD 64071 2.908 Tq - 48 4072A FRAME,I.F.LOW SILL64072 PRODUC"REVISED 2.374 �s cennply? with tha Flt»ide. 49 4073A FRAME,I.F.HIGH SILL 64073 11ai1J"'R C'o nr.,:,:pu,Bcc N. 0714..0 50 40748 FRAME,LF,JAMB 64074 A-Ipin.I Dile , ) 52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .062 NOM 8v.1'tr 'v( 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS Mi..niiadF,,,a,ktCCvAr t/ 1 54 2740 SILL LATCH(EGRESS) (HIGH SILL) 62740 4. 71 2. 1 ' (J 55 1014 SCREEN FRAME(HOR.8 VER.) 61014 L--J�TH NOM 56 1630 SCREEN CORNER KEYWIRINGS 71630 KNESS "t I 57 1631 SCREEN CORNER KEYW/OUTRINGS 71631 58 i 1073 SCREEN SPRING 7CASP 59 1 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME, I.F.JAMB \ OFRAME,I.F.HIGH SILL 4740748,6063-T6 49 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) Rew4 BY• pe!e: ReWbnv: pmietM: I'6I./�,�b: %� "�' avw ey. Dere: Rm;ebru: 1070 TECHNOLOGY DRIVE PARTS LIST N.VENICE,FL 34275 *e'^+ """' .,�[,i'•:' Rove Bg pole: R"Mbna• _ ALUM.SINGLE HUNG WINDOW,IMPACT �'��`;'';•"�' ` P.O.Eox tsza ,�, 010,10 ey. Pete: cneaadB.p"!e: NOKOMIS,FL 34274 Vwhly Better 6Op1p• 4"eer. pn�4rpNe. fler. A.LYNN�NIILLER,P.E. F.K. 911105 J.J. 21P3107 SH700 NTS 6 11 4040-20 F FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 q LF,FRAME 1-2.784 I ° 2 I% 0sz 1 II II 1.36 2.830 �0 .062 6 or 50 FLANGE FRAME HEAD #4002A,6063-T6 1-�-2.784 . I 1749 O FLANGE FRAME SILL (LOW) WELD #4003C,6063-T6 6 Of 50 ALONG SCREW BOSS(2) SEALANT OR GASKET 1 I 2.710 AT HEAD AND SILL �-1.513-�� .738 .062 .490 .040 .062 1---1.451-IT VIEW D-D VIEW E-E (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER , _ _ FRAME CORNER CONSTRUCTION OFLANGE FRAME JAMB 7 #aozs,6063-Ts 17 #4053,6063-T5 .1150 RA 44004, � (USED AS RADIUSUSTOP HEAD) -�-I 1.165 .678 --�1 1.342 --2.326-I 1.096 •062 1.349 GLAZING BEAD,5/16" It 41 #40398,6063-T5 2.155 .979 .062 1.7107 .062 1O SASH SIDE RAIL .062-- 1 31 #4008,6063-T5 21 FIXED MEETING RAIL 2g SASH TOP RAI---L 11L 28 SASH BOTTOM RAIL(LOW) #4054A,6063HD-7611 678 #4006C,6063HS-T6 #4007,6063-T5 .050 050 .050 I-f' PIlUDUCT RLiV1S[U 678 42 GLAZING BEAD,5/16" .complying with the Flmidn #40448,606LL K lTuilding Cod 2.326 Aceepl"ncehln (6D .062 � 1.096 ---'-1T (USED W/GRILL KIT) (nn; �,nnatc� ^ 1 17O GLAZING BEAD 7/16" �,�n��opgi-"r, %4- 2.94s 44 n4izmi ods rmd>rt c„ne"l� 3.446 #4222,6063-T5 JI i� 2.638 1 .683 .050 .062 I I ,.,It:!::e•; 678 �t-�1�1.097 ,�'•�`,'i ;�,'.`.:;...", i.;.,:;. 050 ' O GLAZING BEAD,13/16"IG I2.784-- �{ 1.115-I�-��� 46 #4067,6063-T5 69 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" ; #4050A,6063-T6 #4051 A.6063-T5 #985C,6063-T5 (USED W/GRILL KIT) R°vea9Y Oeb: R°Wbne: I �'� Gn,e: rsewwne: 1070TECHNOLOOVDRIVE EXTRUSIONS&FRAME CORNER DETAIL ' c::'':• :•`•''` N.VENICE.FL 34275 ������ aneB `a 1c; ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1528 on,"b ey. �'11105 NOKOMIS,FL 34274 YGibly Berrcr 5°'"iMo°eh sew: e""" 0rvi4np^•' A.LYNN��II_�ER,P.E. K. J.J. 1123/07 SH700 Half 7 =e 11 4040-20 R,F FL P.E.#68705 ANCHOR QUANTITIES FOR Ill FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT I. ANCHOR TYPES-ff"=19---ELZr��APCONS SUBSTRATE: 28.603 1 34.603 1 41W03 2-114"ELCO SS4 CRETE-FLEX ANCHOR TYPE: ____ 6.60 52:66 5&603 64M3 M000 3-#12 SCREWS WINDOW GLASS C, c)'j, z 2.ANCHOR LOCATIONS ARE BASED ON THE c') Z z W1 o Z Z z .0 ,1 .n z-z 0 0 46 0 0 0 0 0 0 cli o o CIE 0 0 0 C,0 0 0 0 0 FOLLOWIING DIMENSIONS, 3: 0 0 3: 0 0 0 0 0 � 0 0 0 oc'� 0 ol C"0 Cq "T o 0 q C14 I- I hi 0 E"o3: Z000 q01-0 WIDTH TYPE C,-01-1­1 oz � HEAD-18112"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMES-17112"MAX.FROM TOP CORNERS .1 1. . . .. - il� 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 *1 Ill 1 li i['I I I i il'� I'l i 2 1'2' 313 6'MAX.BELOW MTG,RAIL 19.125 2 11 1 1 ­1 SILL-ANCHORS NOT REQUIRED A,B,M 2 1 3 3 3,INSTALL PER THE ADJACENT TABLE ANCHOR fl'l I[I I'l 1[i 1"1'2­ '2. -2. .1 .2. .2 12 212 212 212'2-1-2 ,2 21'2"' 1 2 2 3 1 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 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 212 2-12' 2 1_� if 1 2 2 2 3 1 2 11 1-2..21­2. 1­1 NOTE 2, zt000 H,I,J,K,L 112 1 1 112 '12'Ili 11'2'ij i -1.1-i 3,2 2 213 i 13-]'�_'A 3 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 2- -2 1' l"I -2 f-2"1']2.212 212 2 2 2 2 3" 12 i[i 2 2 1., LA A'B'm FANGED INTEGRAL FIN PIMENSIONS 112 11,411 11 12 r2r2 2-11 �j i i 12 213 212 3 ARE 1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 2 1 1 1 1 2 1 1 C,D,E,F,G,'F ft 'Ij'K, k'B'M 12F2 H,I,J,K,L 2 1 2 3 ji il i 2 2 314. 3 - 5.DESIGN PRESSURE LIMITATIONS: 3 1 1 12 3 3 3 ��3 4 4, SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A AAM I-,-- , I I I— �l" ­r-,_'_ ­ 1 1 2 2 2 2 2 2 3 3 3 212" il 3' "i i 32�000 -1 il'3 i[3 21'2' SIZE BLOCKS OF THE ADJACENT TABLE WITH A 2 1 1 1., 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY �1-3 112 2 13" *2-13-'"1'-' 2' 1 113 t3l'4 i!'i '414 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, I 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 1111-1 1- -3 5 3 3 4 4 1 2 3 RESPECTIVE SIZE 2 2 1 �1� 2i 2 2 2 1 AND GLASS TYPE IS 37.000 3 42 PRESSURE FORTH H,I,J,K,L 21­2 1 ili �131 2 213 2 3 2 2 '2 2'1 S '�f 213 2J3 2 2 A�B'm 17 1.. 2 1 2 2 2 2 3 2 2 2 3 2 3 2 3 2 3 3 i'j -I -1-i ­1­­-5 ' -T- AVAILABLE. 2F '-F I 1 1*1 1112 213 213 212 2131 14 2ri'31-3'3f'4 3 3 4 31 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 21 - -T f­ 2 F2 40.000 H,IJ,K,L 2 2 112 212 21 3 2 2 2 fi 1 2 2 22 2 2 3 4 2 1 J­i '351"3'i 14 21 4 3 5 3 3 314 4 4, 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'. A -213 213 2.11 2 213 2, 3 1"4 3­15 '1 31 415 2 1-i 112.212 13 213* 213 214 2-1­3 313 3-1-4 ilil. 13 3 4 1313 4 f[j' - PSF 79 — — TABLE KEY: C,D,E,F,G, 2 2 T 2- 2 2 2 1 2 12111.12.11 2 2 2 2 -2 T_2 2�_2 2 2 1 2 1 2 44.000 H,IJKL_'ifiij flij 2 2'1'3 212 2 1­3 1'�I i-I i i'i 3 3.3'14 '23f 3'3'1-4- i ri 31A 3513'1 3 'i'lA,'4' 1 3*14, 4 _5' MAX PSF AB'm 2 2 2_1 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 '2 I-F LIMITED) 118 -ODUCT RcVISED "S­nplvins�ilh 0.Flasda noihli�4 code, 2 -3­ ij-4 il i .3'f- "I' - '4­ 2lij3j'4 3151313' 314 4151314 1' 1- A=pt.n°D ot -2Ti 212 il' 216 �ji il'�I il'�1 2.12-131 3 3 4 2 3 3 3 3' HES--2.-- PSF 79 79 2 Y r 111 6 le - - 4 5 JAMB AB 2 2 2 2 2 2 2 2 MTG. A Fy 2 2 2 lCE:' C,D,E,F,G, 2 -2 i� 3 By Gl 1 [5 ij� 314 1 416 1 ...I__5! MTG.RAIL 48.000 H,I,J,K,L' if-2 4 JAMB EL 2,2 1 3 4 3 " 3 3'13' 3[4'' .3 4 5 2 2 2 2 2 2 2 2 2 2 2 -2 2 2 2 2 2 3 2 2 2 2 jL 4 LIMIT ED "8 1EAD ABOVE 2 RAL ,i BELOW 2, _2 2 2 1 2 3. 3 3 4 3 2 2 2iF2 il'i 2 2)3 314 2 3 1 3 3­14 2_j'S 1 '.2 313 4 3 5 4 3 6 3 3 1 5 41,6 314 51 i. (FULL DP) Ti k2' l I ' ­4 "1- 3[i 31 1 .1­1� PSF 72 79 79 1 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3% JAMB ABOVE 2, i A16 3 -1 HI,J,K,L 12i L22 212 2,3 314 21 i 4' 2!13 3[A 31,14 313 314 4 4 6 3 4 43_ 3 2 3 'w r5H A' 12 S T5 4 'il" 41 31-i 41* 4f 4 MTG.RAIL 2 JAMB BELOW 212 2 2 2 2 2 2 2 2 3 2 2 3 2 AB,M i - 11- S'.S_, :, AIR 9 1'2 3 3 2'!_3' 3 A 3'j'4I 2-k'� 3-14 3' 4 3 173 3,14 3'15 313 4* 4 2 2 1 31341 MTG.RAIL R.�vr Vw - _01116 R;;;Frr 1070TEOZLOGYORVE ORAGE SPACING, 1/1 WINDOWS N.VENICE.104115 -ALUM.SINGLE HUNG WINDOW, P.Q. OX 1529 IMPACT F.K. 7129105 J.J. 11 3107 Visibly P.E. T pat V;;;Fvr mw A.AN!' I NTS.1 8---a 11 7_4040-20 F FL P.E.#58705 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 1 59.655 67.155 7.4.655 76.000 3-#12 SCREWS ANCHOR TYPE. ❑ UU U c) ❑ U U O U U U UO ZmO Z Z O Z ZmO Z Z 0NZ 2.ANCHOR LOCATIONS ARE BASED ON THEWINDOW GLASS m cN N ' 0N NO ONO ONOo'l OTO(VOOrOONO�OU U U U U U U U U 0 UUNOOrO FOLLOWING DIMENSIONS:WIDTH TYPE oN 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-17 1/2"MAX.FROM TOP CORNERS H,I,J,K,L 111 111 711 212 211 212 212 2 l 1 212 212 212 212 21 2 212 .212 212 21.2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 15"MAX.FROM BOTTOM CORNERS 19.125 1 1 1 1 1 1 1 SILL-ANCHORS NOTREQUIREMAX.BELOW MTG. DABM hill1 1 1 1 2112 2 1 2112 2112 211 2 2 2112 2112 212 2112 2112 212 2112 2 2 2112 3112 212 3112 3112 2 2 312 3.INSTALL PER THE ADJACENT TABLE ANCHOR rA 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 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 1 1 1 1 1 1 2 2 1 11 2'2 21 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 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 1 111 1 1 212 111 212 212 212 212 2 2 2 2 2 2 212 212 312 312 2 2 3 2 312 212 312 312 2112 312 ARE 1"LESS. 68 77 5. DESIGN PRESSURE LIMITATIONS: 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 32.00D ,, , , 1 1 1 1 1 1 2"2 2 2 212 2 3 2 2 21 2 3 3 2 2 3 3 31 3 3 2 3 3 31 3 212 3 3 4 3 3 2 4 3 4;3 3 2 41 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 A,B,M --- ... ._ _..... ._... . . ... ..._ _ ....._ ... .... .. OF ANCHORS MAXIMUM SHOWN IN SOLD.GN PRESSURE ITH OTHERWISE,THE TM 1 1 1 1 1 1 1 2 2 211 2 211 2 2113 211 2 2 2 3 3 2 2 3 3 3 3 3 2 313 313 21 2 3 3 413 31 2 4 3 41 3 311 2 41 3 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 _1 _2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 111'1112222212232 P2333223133333413333123343324134..4..31243 AVAILABLE. 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11111 1 1 1 2 2 212 212 213 212 213 3 3 212 313 313 313 413 313 312 3'3 413 3 2 4 3 414 312 4113 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 2 212 212 213 212 3113 313 2112 313 4113 3 3 413 313 313 4113 4141313 413 414 313 513 ABM 2_ 2_ 2_ 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 Ill 2 2 2112 212 213 212 3!3 313 212 313 413 313 413 313 313 413 414 - 3 413 414 313 513 TABLE KEY: LC,,D,,EE,F,G, 49 79 56 79 79 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 1� 1 1 1 1 1 2 2 212 2 2 313 2 2 313 3114 213 3113 414 313 413 443134 3 4 4 3 -3 413 414 3 3 5 4 (DPLIMIED) 137E�2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ruild'Rlg Code 2 2 212 2 23 32112 3113 314 213 313 414 3 3 413 414 313 413 4 4 313 413 414 313 514 JAMB ABOVE 3 3 I=_, ' 1tw D01c 3 ,45 74 51 74 79 79 MTG.RAIL C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW ,,,ni me lav+ Cax7i;6 � M' 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 2 2 3 3 212 313 314 313 313 414 313 411.4 414 3113 4 4 4114 4 3 514 4!4 4113 514 MTG.RAIL j A,B,M _.. .2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) 121 121 121 222 212 222 323 222 313 314 3113 3 3 414 313 414 414 3113 414 4114 4113 5114 414 4 3 514 PSF 41 67 46 67 76 79 HEAD 2 C,D,E,F,G, 2 2 2 _2 2 _2_ _3_ 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2112 53.125 H,I,J,K,L .1 1 j1 1 1 1 2 2 212 2 2 3 3 313 313 4 4 3 3 4!4 414 313 414 414 313 4 4 515 4 3 5 4 515 413 5114 MTG.RAIL A,B,M 2 2 2 2 2, 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW MTG.RAIL ` 1111111 22212212333133134143134'4 414 313 4 4 4;43341451144 3545;441354 6 y�� Reve49y °eR: Re"vbnn � Ra"non.: 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,STANDARD VIEW ?..�!... •' N.VENICE,FL 34275 >Aa: �— ALUM.SINGLE HUNG WINDOW,IMPACT ` • I;','+, " P.O.BOX 7528 _ rnenn M: °nN: onacte"°. °ab: NOKOMIS,FL 34274 S 4ibly Bar- '°'""x"dn° s""h �'""°"" A.LYNN MILLER,P.E. F.K. 7/2s/as J.J. 2/23/07 sH7ao NTS 9 °� 11 1040-20 RAF FL P.E.#58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLES. 1. ANCHOR TYPES: 1-114"ELCO TAPCONS SUBSTRATE: 17.125 22.666 28.211 33.754 39.296 44.839 50.382 55.925 2-114"ELCO SS4 CRETE-FLEX ANCHOR TYPE: 0 U 0,0 U U 0 U U U U 0 U U o U U 0 U U O U U 3-#12 SCREWS WINDOW GLASS N O`�O O N O N O' O C4 O`�O O NON O O NON O O NON O O NON O O cV O N O T O 2.ANCHOR DIMENSIONS: LOCATIONS ARE BASED ON THE FOLLOWIING WIDTH TYPE U U U U U U U U U U U U U U � U U HEAD-18 112"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-17 1/2"MAX.FROM TOP CORNERS K,L _._,.. ."1...... -_2.. .2.. ...2. _ 2 ._2. ..2 2.. ...�.. ....2.. . .z.......Z... _z. _..3.....2.....3....._3... ._.2.._.._3.. _.3. 3 _ 3. RAIL 11 1/2"MAX.ABOVE THE MEETING D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL 24.000 K,L ...... . ..... ............................. .._._..__.... ......... ..............".. .. _ ... _._.. .... _ . ..._..-_.._...._........ ._..." _._...... 15"MAX.FROM BOTTOM CORNERS 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 32.000 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 - 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 d 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 12 516"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 PSF 79 79 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 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 q 3 4 4 3 4 4 3 5 4 4 5 5 4 6 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2- 2 _2 ..2 2 2 2 .2 2 2 2 2- 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE RESPECTIVE SIZE AND 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 GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 63 71 79 64 74 66 77 69 69 TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 T _�._. ---._.....-_._._.- .. .. -- K,L 1 1 1 2 2 2 3 3 3 4 q 4 5 4 5 6 5 6 6 5 7 6 5 7 MAX.PSF (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD..-L TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE: 12.776 15,776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. l"� (FULL DP) O O U UNU UONU UONU 0 U U NDOWU O ' UWIN ' HEAD 2O ONONOO O O OO N 0 0 NOO NNO O O 0 o UL� 4WIDTH JAMB ABOVE P,koT)ucrizr VIsr;D 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 MTG.RAIL ns nnnplying with Ilv Firrrida iluil,Gng Code 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 -L A.cFm­el,b)6•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 <pirnl On Dnlc _,9b21 79 TABLE 8.KEY: I'y "i 'I� -� �1 37.000 - - MiamiIhdr.Fro-7 Comr��J 2 1 2 2 2. 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 _ _ - - MAX.PSF 2 2 2 2 2 2 3 2 3 3 2 3 3T-3-F-3 4 3 3 4 13 4 4 3 4 (DP LIMITED) 112 68 78 JAMB BELOW 2 44.000 -T-3-F3 ,,, '•;. 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 79 2 2 2 2 2 2 3 2 3 4 F3 T 3 4 3 4 4 3 4 5 3 4 5 3 4 (FULL DP) 53.125 f73 58 '66 72 - JAMB BELOWe 2 2 2 2 2 2 3 -3T-31-4 3 4 4 3 A 5 3 4 5 3 5 5 3 5 MTG.RAIL U 6 r�Jl6 a,•.e. ME 1070 TECHNOLOGY DRIVE � � ANCHORAGE SPACING,CUSTOM VIEW :. N.VENICE•FL 34275 R-sr. DO. a°"°°�° ALUM.SINGLE HUNG WINDOW IMPACT :'.v; ; P.O.BOX 1529 � r NOKOMIS,FL 34274 "'""""""°°"' �'"' "°"' u.Mmeo. a.. A.LYNN MILLER,P.E. Dmwney; D°ro; cnea°e . oat°: Vuibfy Rater ftK 7/29/05 J.J. 2/23/07 SH700 NTS 10 a 11 4040-20 F FL P.E.#58705 C]EXTERIOR INTERIOR NOTES: (ALL HEAD AND SILL DETAIL WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO TAPCONS OR 114"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 13/4"MIN.EDGE CONCRETE ANCHOR (SEE NOTE 2 8 3) ANCHOR TO CONCRETE EDGE IS 1 314". (SEE NOTE 1 8 3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1 (SEE NOTE 4) 1"MIN.EDGE 1/4"SS4 CRETE-FLEX. 3.35 KSI MIN. 1 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CONCRETE '., 1 3/8"MIN.,1/4"TAPCON 4•WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •13/4"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x 0 11 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK f� _ < _ — MIN.IN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) - 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114" j 1/4" 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM S IH SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 114 1 3/8 MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. f MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4"MAX.SHIM 1!4"MAX.SHIM { III���--- —� 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT •'•' •� 1-3/4"MIN EDGE I D 1"MIN'EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, (n� EDITION. U IIi111111[811 CONCRETE ANCHOR, I II I t WOOD ANCHOR, �J FH BELOW MEETING FH BELOW MEETING 11 IIIIIIIIIIIIII RAIL.(SEE NOTE 1 8 3) I ffl 118 II IIP RAIL.(SEE NOTE 2 8 3) U Q 3.35 KSI MIN.CONCRETE INTERIOR •.v,••, OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) 1_ 1 EXTERIOR x 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 114" ---5/8"MIN.EDGE 2-1/2"EMBEDMENT MAX.. SHIM 114" O --WOOD FRAME WOOD FRAME MAX. PimouCPIU!VISED SHIM I asn"npyaRguitllf6ertrcida i I)nil,tinc Curk 518"MIN.EDGE AcceluRurc N."K-C-714.0(, .131"DIA.MIN.— IS ;�xlm Ueleax'G{1 �py ) 2-1/2"EM EDMENT - x 2 1/2"NAIL, .131"DIA.MIN. AT CORNERS x 2 112"NAIL, AND 5"O.C. Mnuni padc Product(unlit[ AT CORNERS WOOD FRAME Imo' AND 5"O.C. 5/8"MIN.EDGE 1/4" 1.131"DIA.MIN. i TaR MAX x 2 1/2"NAIL, SHIM AT CORNERS , AND 5"O.C. 1 2-1/2"EMBEDMENT DETAIL F,(HEAD) DETAIL E, (JAMB) DETAIL_G_, (SILL) '• TYPICAL INTEGRAL FIN ANCHORAGE �✓ �` RenE 6/. Oele: Revhune: ' �" Re Y Oeb: RCNrldv: 1070 TECHNOLOGY DRIVE A NCHORAGE DETAILS �. ;:,�!:. •';�•: : N,VENICE,FL34275 ALUM. SINGLE HUNG WINDOW,IMPACT P.O.BOX FL 34 LY I . E Omwn By oars cnew.J. Oeb: NOKOMIS.FL 3d274 S^'I"M'd'�' —e' s^°1�' •oma. VCslbly 13errer A.LYNN�ILLER,P.E. F.K. 51176 J.J. 2/23!07 SH700 NTS 11 w 11 4040-20 R"F FL P.E.#58705