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HomeMy WebLinkAboutProduct Approval f Florida Building Code Online Page 1 of 4 RECE! ,"D JAN 0 8 2015 70 s f Y CY �.�`w.s..�:> _ a �s�}.>�s�7s -+ "Cld hcUdC[fC1Ent SCIS Home i Lag In User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications FBC Staff BCIS Site Map i Links Search Busines.k ProfessionalU USER:PubliiccUserct Approval �1-q�,�lat�on 911(n_ t Inti.�wii111�R111r Product Approval Menu>Product or Application Search>Application List>Application Detail FL# Fi239-1122 Application Type Revision Code Version2014 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 PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgfindustries.com Authorized Signature lens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens 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 Single Hung 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 https://tloridabuilding.org/pr/pr app dtl.aspx?Daram=wCTF,VXOwtT)n„cl RIIRC A V. DUnnr""IT'XT „ Florida Building Code Online Page 2 of 4 Date Submitted 09/14/2015 Date Validated 09/18/2015 Date Pending FSC Approval Date Approved 09/18/2015 Summa ry of Products FL# Model,Number or Name Description 239.1 (Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0528.22j)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2016 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0528.22.pd (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 0(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0612.12b.pdf 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 R22 II 15-0612.12b_.-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: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.07.i)d 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 R22 II. 15-0519.07.od (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-700(Large Missile Impact) Aluminum Single Hung Window L i s of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C: CAC 15-0519.08.odf 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 R22 II 15-0519.08.pd (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 R22 C CAC 15-0609.02 LM.r)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R22 11 15-0609.02 LM.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: 239.6 00(Small Missile Impact) Multi-Story Aluminum Single Hung Window https://Roridabuilding.org/pr/pr a,),) dtl.aSDX?-OaraM=WC-FF.VXOWtT)nllv%lTliiSZCAPrnTIV'7flO'2TIT 1 1 Florida Building Code Online Page 3 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.03 SM Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R22 II 15-0609.03 SM.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: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0612.11 LMI Ddf 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 R22 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 R22 C CAC 15-0612.10 SMI Ddf 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 R22 II 15-0612.10 SMI 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: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519 06b odf 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 R22 II 15-0519.06b.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 R22 C CAC 15-0519.05.1)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 R22 II 15-0519.05.0d (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: Back Next Contact Us::1940 North Monroe Street,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 mall.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 be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product r���,Approval Accepts: w- 4'ir�l EC tK�. . https://floridabuilding.org/n-r/pr app dtl.asvx?naram=wGEVXOWtDauS1 RuRCAFmRR70C1TV 11/1)1W?n1 5 M®OWE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) It 805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidagtgov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION:Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 and renews NOA#11-1013.14 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. NOA No.15-0519.08 MIAMI•DADE COUNTY 1 5 Expiration Date: March 26,2021 '71 - Approval Date: July 09 2015 Page 1 PGT Industries 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 E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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) 03-946)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 previous NOA No.07-0322.06) 2. 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 flame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07 0322.06) 3. 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. FTL4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Test reports on: l)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 051018.01) Manuel pefe ,P.E. Product Contr, Ex finer [VOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICEOFACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONMUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No.05-101&01) 6. 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 fi-rane,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-4948 and FTL-4646,dated 08110/05,both signed and sealed by Edmundo,Largaespada,P.E. (Submitted under NOA No.05-161&01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'h Edition(2014),dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 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. 14-042117 issued to Eastman Chemical Company (KA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite@ PVB Glass Interlayer"-dated 04/25/15.,expiring on 12/11/16. Mance ere, P.E. Product Con .1 Exa iner NOA No. 5- 19-08 Expiration Date: March 26,2021 Approval Date: July 09 2015 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition. (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10103/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 11/03/11 and expiring on 03/26/16. Manuel P.E. Product Contr 1 Exa finer NOA No. ,9.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) _ A.5116"LAMI CONSISTING OF(2)UTES OF 1/8"ANNEALED GLASS WITH A.090-KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.6/18"LAMI CONSISTING OF(1)LITE OF 118-ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX`FVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.6/18'LAMI CONSISTING O (2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A ,090'KURARAY BUTACITE-PVB (BY KURARAY AMERICA,INC,)OR.090"SAFLEX 1PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/18"LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC,) OR,090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16'LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090'KURARAY BUTACITE1iVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7118"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEePVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............I G.13/18"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAM[CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILS............2 .090'KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX 1PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES...,...3 H.13118'LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 6118'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE TVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............6 1.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 6118"LAMI CONSISTING OF(2)LITES OF 1/B"HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090-KURARAY BUTACITE VB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX TIVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13116'LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A CORNER DETAIL..............7 .000'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13/18"LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE 'BY KURARAY AMERICA,INC.)OR.090"SAFLEX rm+VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13118'LAMI IG:(1)LITE OF 1/8'ANNEALED GLASS,AN AIR SPACE AND 5/18"LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A .090"KURARAY BUTACITEOPVB(BY.KURARAY AMERICA,INC.)OR.090"SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. © B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT'RBVLSED 5,SHUTTERS ARE NOT REQUIRED. m complying wM the Florida Building Codd Acwptnaee No '009.08 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Imtlon Date t�ZJ 7,REFERENCES:TEST REPORTS FTL-4645,FTL-4848,FTI-4847,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL4723,FTL-4957,FTL4958 AND FTL-5083. By Mlem' adoProduclCan ® ANSI/AFSPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 9.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ���\OC� \ ...... HURRICANE ZONE(HVHZ), \�A�j ® 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED, _y,: NO.fifl7p5 w,.eer ore renrtrs -:ep �l,O: L.M. 6✓17/f5 E 6THEDITlON 2014 FBC UPDATE GENERAL NOTES ;p��.,. F...... .`•�\�;,` lbrYwr• 1070 TECHNOLOGY DRNE �i. ,SC"""'• V �` rr.' fao7/11 D 20foFBcUPDATE N.VENICE,FL 3027671SALUM.SINGLE HUNG WINDOW,IMPACT J.P. 04/01/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS P.O.BQX 1078 e.e u,ec en.e p..hp,n •.,c A.LYNURLLt R,P.E. NOKOMIB,FL39274 1?albly Better - � NTS 1 r 71 4040-20 E FL P.E.#58705 F K 6Y1/05 J J. 2123/07 NOTE: O LAMI IG OUTBOARD LITES MAY BE 1 UPGRADED TO 3/16"WITH NO CHANGE IN DESIGN PRESSURE. 1/2"NOM. 112"NOM. 41 GLASS BITE GLASS BITE EXTERIOR INTERIOR[� (ALL SECTIONS) 37 ® 37 ® „p 13". KURARAY BUTACITE PVBINTERLAYER 07 80,81 or 82 83,84 Or B5 SAFLEXsPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5116'NOM. 7/16'LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 112"NOM. 112"NOM. GLASS BITE 46 GLASS BITE 46 38 � 38 O PRODUCf REVISED as co,plyingwnh"F10"Ide C Building oda No 86,B7,88 Or 92 89,90 or 91 AafirpaG9nDalal /!{JrI 70 70 Miaoi oda I?roduu cont of 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS (� 090 PVB INTERLAYER 090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 6118'LAMINATED 7/16"LAMINATED \\��\\p@,•,..:...,•1/4lF��ii AIR SPACE AIR SPACE �,CENSF • •., Q �� 118"ANNEALED OR TEMPERED GLASS Q 1/8"TEMPERED GLASS,& •' �� 13/16"NOM. 13118"NOM. _ +I: No.58705 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI C( y rS c> �U STA'E f• •�U: ar• R.w ie n"°IWK ''0'�..'..,fiORIDP.•' LM. SH2I15 E REVISED INTERIAVERMANUFACTURER GLAZING DETAILS +� 1070NT VENICE,TECHNOLOGY DRIVE 7r� '��I�I�Il\`.. J.J, I MTM D NO CHANGES THIS SHEET N.VENICE,FL 34778 /iiill IIII�1•• PA.90X 1629 ALUM.SINGLE HUNG WINDOW,IMPACT L J.R. 04Mf/i1 C CHANGED CAP OLA33TYPE TOT'EMPEREDFROM US rrr we — 1 A.LYNN MILLER,P.E. ou.n NOKOW9,FL34274 Vkibly Batter Full 2 d i1 4040-20 E FL P.E.#68705 PIK 8/1A15 J.J 2123107 Ill FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION TABLE I BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 03" 6 7v 1'r TV 6. 1 68- 70- MEETING RAIL 40" Alalm +80.0 -80 +804 -80.0 1+80.0 -80.0 +80.0 -80.0 +60,0 1 -80.0 +80.0 -80.0 +80.0 -80.0 W. A,S.M +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.01 -80'a -8-0-0- +79-0- -79.0 - "o, ' - ' xl H 52-- A,B,M +60.0 .80.0 W3- - +80.0 60.0 +600 �80.0 +80.0 -80.0 +78.8 -78.6 r7.3 -7-1.3 +75.9 -75.9 �1.0 891 75.4 -75.4 +74.0 -74.0 -----r-+78.2 -778-2 - 63 1/8" A,B,M +60.0 -80.0 +80.0 0. +7 6 79.6 UP TO 531/8" C,D.E,F,G,HJAK.L g+ao.o -ao,o =sn- Rn A An I ------ 30.0 -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 WIDTH GLASS TYPE 38 318' 44' 60618'. 1 83- 72" 74" 78' T, MEETING RAIL 'WI A.B,M +80.0 -Ko +80.0 -80.0 +80,0 .80.0 1+80.0 -80.0 +70.0 70.0 1+70.0 70.0 +70-01 -70.0_ aw. A,B,M +60.0 -8010 +80.0 -80.0 +80.0 -80.0 1+70.9 -79.9 +70.0 -70.01+70.0 -70,0 +70.01 -70.0. H 627 A.B.M +80.0 -80.0 -;-BDO -80.0 +80.0 .80.0 1+76.9 -76.9 +10.0 70.01+68.8 -68,8 -+67.6 -67.8 Sr 63118" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +76.0 -75.0 +68.0 -68.0 +66.7 -65,7 +65.6 -86.61 LPTO53118" CD.E,F,GH.kJ,K.L I+eo.o -80,0 +80.0 -80.0 +80.2. -80.0 1+80.0 -80.0 +70.0 70.0 +70.0 -7o.0 +70.0 -70.0 .1 ESA 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 T. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH n 7B"FLANGED AND 76"INTEGRAL FIN) 0.. MINUS WIDTH 1 GLASS TYPE IT1181- 1 221l/16" 1 283116" 1 33314- 1 396116" 4413116" 1 6516116" SASH 631!8" LDwEIF,J,KKL4,&1+80101 -8-0.()1+60.01-80.01+80.01-80.01+80.01-80.01+70.01 -70.01+70.01 .7o.01+70.01 -70.ol+70-0170-0 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. lx* 4 SH A.6/lIr LAW-(j18-A..o9oj/&'A) FTL-4647,4648,4723,4957 T S.5/16-LAMI-(1/0-A,X90,1/8'-HS) FTL-4647,4648 C.6116-LAMI-(1l8-HS,.090,118"'HS) FIL-047,46411 D.7/18'LAMI- 3/16"A..090.3/161-A) FTL-4646,4885 E.7/16"LAMI-(3liW&.090,3116"HS) FTL-4646 PRODUCrREVISED F.7/16-LAMI-(311WH8,090.3116-H8) FTL4646 BalacOm Ild PlYholowiththaFforlds ao G.13/16"LAMI IG-1/8"T.AIR SPACE,5/16-LAW-(119-A..090,1181-A) FTL-4646,4723 Ac piance No Is- Imt Do[. A,opl�,,e No Ira, p"ot M'glq%l H.13/16-LAM[IG-118-T.AIR SPACE,6116"LAMI.(1/WA,.090,jj&'Hs) FTL4646 By ilpdcF 1, 13/lT LAMI IG-110'T,AIRSPACE,6li6"LAMI-(l/8-HS,.090,i/6"HS) FTL-0648 J.13/16"LAMI IG-1/B"T,AIRSPACE,7118"LAMI-(WV6 M,,090,3/16-A) FTL-4649,4650 K.ISMS"LAMI IG-1I8"T,AIR SPACE,7/16-LAMI-(3118"A,090,3f16'HS) FTL4e49,4650,4958 L.13116'LAMI IG-118"T,AIR SPACE,7/16-LAMI-(allWHS,.090,3116"HS) FTL-4840,4850 M.13/16"LAMI 10-110"A,AIR SPACE,5/16-LAMI-(1/8"&.090,I/v-A) M-063 ':'71 gi LYNN 4114-11, g N 3,� 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, _ c No,58705 2.FOR INTEGRAL PIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP-70-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8"MINIMUM TO 30'MAXIMUM. 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY -0 J SAT OF H"Lldmor i12115 E lAOD'SASH GLASS OP71ONS FOR CUSTOM VIEW WINDOV4 QESIGN SURES 1070T...NUL OYDRIVE JJ. 16/11 NO ChIANGES THIS SHEET N.VENICE,FUL 34275 7ft ALUM.SINGLE HUNG WINDOW,IMPACT Al 04101111 0 CHANGED CAP GLASS TYPE TO TEMP&JED FROM HS P.O.13OX 1629 lm- A.LYN I R,P.E. NOKOMIS,FL 39274 &arr F.K.�9/1/05 1�341 sw I-NTSI-3 -11 1"4040-20 E FL P.E.#58705 53118"MAX.FLANGED WIDTH 52 V8"MAX.I.F.WIDTH 49 518"MAX.FIXED C DLO(ALL) D 75" 75" AX 75"MAX, A A I.F. I.F. SEE DLO I.F. I HT SEEK 'HT TABLE D J HE( HEI 3HT SEE DLO HEI L7WMAX. TABLE 70"1 4AX. TABLE 76,1 FLANGED L FLANGED FLANGED HEIGHT HE[ HT HEI HT SEE OLD TABLE x MAX T- SASH SEE DLO S E SEE DLO x S E (MAX-) HEI HT TABLE x N E4 TABLE E4 L VENT DLO ( L) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 111 VERTICAL DAYLIGHT OPENING MAX OPENING 76JMAX. FIXED LITE I.F. I.F. SEE OLD HEI HT E—J HEI HT LOW HIGH TABLE SEE DLO - DETAIL SILL SILL 0 TABLE 0 A 34 1/2" 34 S/16" 76"MAX. — 76"MAX.M. B 415/8' 4131!4'' FLANGED FLANGED c 4114' 40 7tr HEI T HEI HT D 62 5/6" 5211116" (ALL) E E 62114" 525116"— PRODUCTREVISSID 31SH as complying with the fjorwa 20' T- 20, LOW HIGH BuildingCoft SEE DLO TABLE X H SEE DL0 TABLE X SASH A ton.No 1 -0 1 HEIGHT HEIGHT DETAIL SILL SILL Ex intlionDaie A 34 1/2' 34 3116" BY B 27 7116" 27 118" waml a c Product trol I DETAIL 0 DETAIL E c 27 MW 271/6" 16 3/8" 15 314" 1 VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 10 318" 163/4- TABLE 6. 1 VKIA) NOTES: 1,SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2,SEE SHEET 7 FOR CORNER DETAIL VIEWS. No.68705 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. )0 SATE Jr L.M. 1 611016 I—E IND CHANGES THIS SHEETRk 0RA0f- 1070'MCHN LOGY DRIVE ELEVATIONS J. 101071tt D NO CHANGE8 THIS GHEEr N.VENICE,FL 39776 Orb Tyx 11d7 o—O&DI/If I'C NO CHANGES THIS SHEEr ALUm.SINGLE HUNG WINDOW IMPA T PD.80XIS29 "CM-T :1 Pt• NOKOM19,FL 34774 Visibly Jkaer A.LYNN MILLER.P.E. —11-c-1v&1/0=5j7 1040-20 E Fl.P.E.0 58705 2.784"---+-I NOTE:MIN,(1)SWEEP LATCH AT VENT CENTERLINE OR 26 z7 OPTIONAL BOTTOM LOCKS,(1)8'FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED INSIDE INSIDE MAX VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10,11,16.16 MAX. FIXED 2.710" LITE 7.8 OR 17 DAYLIGHT 25 OPENING _Ld) 1*1 1 1 OUTSIDE 25 MAX.FIXED LITE DAYLIGHT OPENING— —MAX WIDTH SECTION A-A 23 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 47 50 HEIGHT 21 OUTSIDE HIGH sr L 2. LOW MAX VENT 49 48 DAYLIGHT HIGH SILL LOW SILL HEAD OF IN JAMB OUTSIDE 68 I.F.FRAME 28 PRODUCrRBVISED 53 as complying with the Florida OUTSIDE I Building code pg A i2acc No 53 6 BY ItationDolo M Dade Product .y 2.330" 2. 6" 52 (LOW SILL) (HIGHSILL) 63 L SEE NOTE ABOVE 64 64 oW r i IIII - LYNN ........1,lee, ULTRALIFT 67 Y.' 3 30 12 ONLY ULTRALIFT : Na 6x705 12 ONLY SECTION GCSECTION B-B RADIUS TOP R (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) 77i Lu-- ► NO CHANGES THIS SHEET STATE OF 141, Ermh ORION SECTIONS "I ORIO NO CHANGES THIS SHEET N.VENICE,FL 34276 Ift 5107/11J-0 1070 TECHNOLOGY DRIVE . ........... —owlm I'c tio~owwilss Vito Z ALUM.SINGLE HUNG WINDOW,IMPA-- di;;-vr-I Q.*,jd P-O�SOX 1629 jam- to A.L P.E. F.K. A,,105 J. NOKOM19.FL 322/4 VZolbly Better 4040-20 E FL P.EMM015 ITEM DWG,# D9SCRIPTiON PGT# REM DWQ#1 DESCRIPTION PG1r# 1 4002A FLANGE FRAME HEAD 612225 80 1636 SCREEN SPLINE-,136 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 606 GLAZING CHANNEL(,688 X.600) 6533402 6 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1620 64 1161 96 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1116 X 11/2-Wi6 LAMI 629VI610 7 4025 SASH STOP 612244 68 4061A SASH BOTTOM RAIL HIGH SILL) 84051 8 4025 SASH STOP(EGRESS)1.126 LONG 612244 69 4060A FLANGE FRAME SILL HIGH SILL) 64050 9 4029 SPIRAL BALANCE,30',6/811,OR 11118" 70 IslucONE,DOW 899,995 OR EQUIV, 10 1080 BALANCE COVER,3/8"OR 6/8" OBALCVR916 80 A GLASS,6/18"LAMI,(1/8-A-000 PV6,11is"A 11 08 X.760 PH.PN.SMS 7834AA 81 B.GLASS,6/16"LAM;, 118"AA•090 PVB,116"H$) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5116"LAMI,(118"HS„090 PVB1/8"HS 13 1086/1086 SASH TOP GUIDE 42504 63 D.GLASS,7116"LAN,(118-A.000 PVB,I/6'A) Is #e Xi PHILLIPS FLAT HEAD S.STL 76XIFPAX 84 E.GLAS,7/16"LAM, 118"A,.090PVBA/8"HS) 18 1080-1 BALANCE COVER,1ill 6" OBALCVR670 86 F.GLASS,7/18"LAM, 1/8"HS,.090 PVB,1l8"HS 17 4053 SASH STOP COVER 64053 86 G.GLASS,i3/16"LANG I&118"T,AIR SPACE,6116"LAM;, 118;4,.090 PVB,I/S” 1S 4029-1 SASH BRACKET 7ULBRKT 67 H.GLASS,13/18"LAM)IG;1/8'T,A)R SPACE,5/16"LAM],(118"A.090 PVB,1/61'HS) 18 #8-32 X1/2"LG.PH,FH,TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAND IG;118"r,AIRSPACE,5118"LAMI, 118"HS„090 PVB,118"HS a 211 40540 FLYZD MEETING RAIL 84064C 89 J.GLASS,13/16"LAM;IG;i/61T,AIR SPACE,7116”LAM;,3/16"A,.090 PVB,3/1&' 23 1 40080 ISASH TOP RAIL 84008 90 K.GLASS,13116"LAMI IG:1118"T,AIR SPACE,7/18"LAMI,(3116"A.090 PVB,3/16"HS) 26 1236 1WSTP..A70 X,270 BACK,FIN SEAL 67818G 911 IL,GLASS,13116"LANG IG;1187,AIR SPACE,7116"LAM. 3118"HS„090 PVB,3116"HS 28 1096 SWEEP LATCH 71098 1 92 M.GLASS,13116”LAM!IG:1/8 A,AIR SPACE,5116"LAND, I/ASW090 PVBAW 27 1018 #8 X,825 PH.FL,SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2 784 30 1226 WSTP.,BULB VINYL 8TP249 31 4008 SASH SIDE RAIL 612231 062 34 1268 SASH FACE GUIDE 42501 35 1622 LAM[SETTING BLOCK 3/32"X25164"X1" 71622K 1' 30 3,05 36 1062 LAMI IGSETTING BI.00KI"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K .062-1- 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40308 GLAZING BEAD,6/1e LAM.GLASS, 64039E FRAME,I.F.HEAD 42 40448 GLAZING BEAD,6/16 LAM;W/GRILL KIT 644703 47 #4071A,6083•T6 44 4222A GLAZING BEAD,7/16"LAN 64222 FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7116"LAMI W/GRILL KIT 6905 4� #a072A,8063 78 46 4087 GLAZING BEAD,13/18"LAN I.G. 64067 2•� 47 4071A FRAME,I.F.HEAD 64071 I RODUCf REVISEDas complying with the FWda 48 4072A FRAME,I.F.LOWSILL 64072 2.374 RnildIngCo61 cag O$n�» Aceeptoaco No I 49 4073A FRAME,I.F.HIGH SILL 64073 pI lion l7ato / 50 46748 FRAME,LF.JAMB 64074 52 4009 SILL LATCH(EGRESS) LOW SILL 784009 082 NOM Miami adoProdaclComm 63 11088 SPRING,SILL LATCH EGRESS 7SPRNG THICKNESS 4 71 54 2740 SILL LATCH(EGRESS)(HIGH SILL 82740 2.11( 56 1014 SCREEN FRAME(HOR.&VER. 81014 .002 NOM tttlllllilr 58 1830 SCREEN CORNER KEY WRINGS 71630 THICKNESS 67 1631 SCREEN CORNER KEYW/OUTRINGS 71631 *'N 00•• A//( 58 1073 SCREEN SPRING 70ASpa��: •�p 69 1624 ISCREEN SPLINE-.135 DIA FORA1 61624K 5Q FRAME,I.F.JAMB = %'t r' Na.,8705 FRAME,I.F.HIGH SILL #4074e,6063-T6 �g #4073A,6083-TB (USED AS RADIUS TOP HEAD) t( IS w ar. O.wdu: a S TG OF <t/ C.M. Sr11/i(i E NO CNANGE87HISSHEEi PARTS LIST i���'F�ORIDa••'��� Oft, RWAW* f070TECHNOLOGY DRIVE .' y J.J. 10477/11 D NO CHANGES7HIS SHEET N.VENICE,Fl.84275 i�c �r J JR Owl/11 C CHANGED CAP GLASSTYPETo7EMPEREDFROM HS a.0.%gX1520 �-- A!-UM.SINGLEHUNGWINDOW,IMPACT nllAl tt'`� anmer new m— NOKOMIS,FL 34274 Vir16&fterter 011""" `°"` g"°` °i"1pNO ++� A.LYNN l�11_�.�R,P.E. F C 911105 J.J. 223717 8N700 NTS 8 a 11 4040 20 E FL P.E.#58705 LF.FRAME SEALANT ALONG ENTIRE JOINT I or 47 I.F.FRAME 2 .062— 1 1 11 1163 30 2,330 I .062 L I I 1 6 or 50 FLANGE FRAME HEAD #4402A,8083-T8 fill WELD FLANGE FRAME SILL (LOM ALONG 'A G) #4003C,6063-T6 7 JA qiD— SCREW SEALANT OR GASKET DOSS(2) 21710062 040}--1513--If,738 AT HEAD AND SILL . . 0 r-, I '062— :7 1 }-1.451-4T t I VIEW D-D VIEW E-E I (111 aVIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB #4025,6083-T6 17 #4053,6003-T5 oso #4GD4,6063-T5 - (USED AS RADIUS TOP HEAD) 1.165 678 1.342 2.27 —2.328---1 1.098-1 I f � -- '06T21.349 GLAZING BEAD,5/16" f nr--iI—'— I _ I a #4039B.6063-T6062 ni2.165 1,979 7 0152 SASH SIDE RAIL .062 31 #4008,6063-T5 21 FIXED MEETING RAIL 28 SASH TOP RAIL 26 SASH BOTTOM RAIL(LOW) 678 #4054A,80631-10-TO& #4008C.6083HS-T6 #4007,6083-T5 450—&-- - 050 .096 PIZODUCTREVISED GLAZING BEAD,6/16" 'omplying with I'm Hodds •678 building #40445,8063-T6 r I NO 115-0 �2326-1 (USED W!GRILL KIT) 1'.10 E..062 2.946 44 GLAZING BEAD 7116" '1_ adeProduatCantto 3A46 #4222,6083-T6 2.638 .683 —.050 I -062— I .678 T-I� 1.09-1 ......�.v GLAZING BEAD,13116"IG - in 2.784--� 1.115 -T #4067,6083-TS 69 FLANGE FRAME SILL(HIGH) SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16" No.50705 #4050A,6063-TB @) #4051A,6063-T5 #9850,6063-T6 (USED W/GRILL KIT) 4t7rt IS ST TE Or E CNWOES 7HIS SHEET FRAME CORNER DETAIL '1, 0 R I U LT W1V15 I'IND k J.Of 5070 "Day J. IW7111 'D NO CHANGES THIS SHEET VENICE.FL342Q7R6fVE w VA. I AL f�U511v E HUNG WINDOW, CT /ONAI J.R. 04MI/If NO CHWOES MIS SHEET P.O.SOX 1620 'M u m I Ct� P.E. W- — NOKOMIE,FL 34274 1Rllbbl Better F.K. V#wglflW Im-JbJd7 031-2'U7 FLP.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES. ANCHORAGE NOTES: 1 1, ANCHOR TYPES; 1-1/4"ELCOTAPCONS WINDOW HE HT 2-1/4"ELCO S84 CRETE-FLEX SUBSTRATE• 29.655 37.155 44.655 62.155 59.655 1 67.155 74,065. 76.000 3-#12 SCREWS ANCHOR TYPEa 0 0 01 0 010 () 0 0 0 vt z z 11 c-, 0 0 z z z z 2.ANCHOR LOCATIONS ARE BASED ON THE OWI GLASS ,0- cl ON� 0 OrTslo 0 0 0 FOLLOWING DIMENSIONS: 0 'L) 0 0 0 0 cl 0 0 HEAD-181/2"MAX.FROM TOP CORNERS WIDTH MOO z zm0 Z-Zqo Z zc,)o 110 -z q WIND C-4 0 ci C4 cli cy '40 TYPE In 1 0-1 1 JAMBS-17112"MAX.FROM TOP CORNERS C,D,E,F G, 16"MAX.FROM BOTTOM CORNERS H.1,J.K:L -11 i I-lTi if4if`2­ij**f 212 212 if i 2��.ifi'2'1'2- -21...2 212kjiliji ilff3[i ili'ili 61 MAX BELOW MTG,RAIL `19.125 A,8,M - SILL-ANCHORS NOT REQUIRED R' il irflifi il f ilikrdil i4f'i 41-212QW-ffiFija �i i il'i 2UJIiFili'3121'if"I"l-il 35 3,INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C.D,E,F,G, I I I I I i i i i i I I I I I NOTE 2. H,I,J,K,L 71 -1 fl '1 14.1.2. I i 1 2 212 �Fi iT2 i1i 2 2 if*- 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 24.000 2 '�i 2 ji 5i 2 A.9,M 1 4- 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS -71 '[ j ili if'i il'2 i f 2' 21 i 21 i i sli j12 3fij'�jij3j* 'iJ2 21' ARC V LESS. Ilk il-21j"Itil ±2 1 22 3 2±2 PSF 68 77 6. DESIGN PRESSURE LIMITATIONS: C,D,E,F.0, 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A . . I - . .- -I il.3 12 0-1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32.000 H,I,J,K,L 1711flil-IF1124i ifikli, 21 i 1 121 i 1-2 313 21213131'33'3'f 2- 3131 i I i I i I i I�1'3 41i 312'�Iji 41� 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD,OTHERWISE,THE MAXIMUM DESIGN jli-irik, I -61-i PRESSURE FOR THE 3 21'i ij'JiFi i il PSF 59 67 79 RESPECTIVE SIZE C,D.E,F 0 1 1 1 2 1 1 2 2 1 1 2 2 1 1 1 2 2 jil 2 2 2 1 2 AND GLASS TYPE IS iTi�I. iTij 2 1 1 37.000 1 Tf i -1 T-1 -272 1 '�J­J-ij*fl'i�i-il-il'3Til 4ri iti 12 ifi AVAILABLE. H,I,J,K:L 711 3 P43bb I i ABM I i 1 2 1 1 2 1 2 2 2 1 2 2 1 2 1 2 --'l" 2 77 N2 jilji2 3 2 I di I 11 -if 1-1-2 F2 2 12[i I i, 21 i if f I i 6 i12 31'i ild I 4f JI 414 8 431 PSF 64 79 62 179 C,D,E,F,G, 2 2 _I 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 IT li_2 2T 21 ir 2±-iib i zi ji il"i-i[`� 413' if`i ifi!Ti 44 40.000 Ill Ili 2 il"i il i "i 3 3 3 i1-3 i 14"'i ... il'i 2 2 2 1 2 1 2 2 2 _2 2 2 2 2 2 2 2 2 ABM 2 2 2 2 2 2 3 41 I F1-il-1 1111212 *i[i'-ii-i-2-*Ii-i'i-i*'� 4[�[fljjj PSF 49 79 $6179 1 79 3 ]jL4 jL� TABLE KEY: MAX.PSF C,D,E.F,G, 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 1 _ &J� i2 2 (DP LIMITED) 111 PRODUCT REVISED - 2 2T -ijjj4'j4jil'3* 41"i 1- -1*,* 413 4*14 jfi 41 i "1" 01,7 ol"I vi complying w1di tho arida 2 121 2 44.000 H.1,J,K,L I Fl.-IT1 -jj-jj-2F2 412.] 4 4 3 3 -- — HEAD 3 Co"* 2 2 2 2 2 2 2 Dai" A _iT_ 2 1 2 2 2 2 ' ' i 14 JAMB ABOVE Ac 1--110 .B.M 11-2- )i 41� 414 if� 41 i 4 3 _,io.D.. *DZI Ill 1111212 21212F2±3 2 2 313'il 4 21 i 3*1 i 4141 i - i13 41 i 414 31 i 5 MTG.RAIL PSF 45 74 51 74 79 79 1 — JANS BELO C.D.E.F.G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 -IT-11-IfTl -11-1-2 F2 2f2-2F2-3j-3 li iWil 31 i i 414 31 4 1*4 4 1,4 liji"4f`4 '�J� 43 5f 4 �j 4 41 i 514 MTG.RAIL 3 )w 2 2 2 3 2 3 -4 2 L 2 2 2 2 2 4 ABM 2 2 2 2 2 2 2 2 2 2 3. 2 2 2 1 2 2 3 2 - 2 3 2 2 (FULLDP)" 11-1 TFI -2F2 2 2 3 3'2]2 '3j*3­ 3f4 '4 4 i ik. HEAD 2 PSF 41 87 46 67 76 79 JAUB14B VE 2 OCEN C,D,E.F,G, 2 2 2 2 2 2 3 2 2 3 2 3 2 3 3 1 2 3 3 1 2 1 3 3 VrG 'k*13 '41'� 414013' �IJ41 RAIL 53.125 1 1 1 IT112 2 212 3MJI3 �1[3 4'14 313 414 414 51514 LA�JA LOW No,58705- 2 2 2 1 2 2 2 3 2 3 3 2 3 34 2 2 %1 2 3 3 2M B A,B.M 3 4 13 4 3 6 4 MTG.RAIL 1 1-1 Fl I I -2-F2 415 4] 3731 3)il'3131'414 �W,4k 414113 41*aIl 41 _4 IS p"clor. -- *- 7,ArE L.A. IV15 'E Inc, %'*' wIvI5 THIS SHEET ANCHORAGE SPACING,8 •AtORIOP.•''�\`'t4�' �vr. aft, 1070 TECHNOLOGY DRIVE i1j. 10107111 —D NO CHMOES M9 SHEET N.VENICE,FL34Z76 w,impAcr IG2.r = fwAwm ALUM.SINGLE HUNG WINDOW. J.R. 001/11 C ADD APMAX WHEREANCHOROTYISRESTRIOMOBYSIZF- P.O.SOX 1629 MT- A. OIL R,P.E. Q-Fr at —MdW NOKOMId,FL 34274 Visibly)ktter E FL P,S.#68705 F.K. 7&ws aj, 7WM7�7 17N6 11 -11 1 404"0 1�' EXTERIOR ITRlOR NOTES: L DETAILS) 1�1.HEAD AND L� WOOD ANCHOR g 1,FOR CONCRETE APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY 1.314"MIN.EDGE— (SEE NOTE 2&3) APPROVED 1/4'ELCO TAPCONS OR 114"394 CRETE-FLEX.MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314". (SEE NOTE 1 3) 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-RADE COUNTY,USE 412 STEEL SCREWS(G5)OR (SEE NOTE 4) 1"MIN.EDGE 1/4*SS4 CRETE-FLEX 3.35 KSI MIN. 3'FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS, CONCRETE 4.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE 1318"MIN.,1/4'TAPOON TOTAL THICKNESS IS LESS THAN 11/2'. Ix WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE -i-.314"MIN..1/4-CRETE-FLEX OPTIONAL INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE NALIx 13/8" 1 Irr THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE WOOD BUCK MIN, ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION, (SEE NOTE 4) s.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 14' 6063-T6 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE tOF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX,M SHIM MAX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B 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 11/4' MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 13/8'MIN.IN. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX.SHIM 1- 1/4"MAX.SHIM 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. T.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1�l4"MIN WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC CURRENT, EDGE 1'MIN.EDGE EDITIOM Igllt CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 3,36 KSI MIN.CONCRETE INTERIOR OR 15 KSI MIN,CMU (ALL JAMB DETAILS) EXTERIOR Tlx BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4)g (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 6/8"MIN.EDGE 2.112"EMBEDMENT MAX.. SHIM 1/4" WOOD FRAME 11RODUCrREVISED u WOOD FRAME SHIM as complying with the Fdu ___[MAX BuildingcodW Code I 1 6/81'MIN.EDGE Accepimicallo Emiralm Dalt .131"DIA.MIN.-� 2-1/Z'EMI IFOMENT x2l/2"*NAIL, By .131"DIA.MIN. AT CORNERS I x2l/2'NAIL, AND WO.C. S AT CORNERS —WOOD FRAME AND 6"O.C. 5/8"MIN.EDGE /4 1 " x 2 IW NAIL, j .131'DIA.MIN. MAX. 'ON Lyphy SHIM AT CORNERS AND 6"0,0. 2-1/2"EMBEDMENT 'o DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) No,68705 TYPICAL INTEGRAL FIN ANCHORAGE xr GO I'SUCKNOTE,REMOVE SECTION2003.6.4 REF. E 41i�Z --v M. 51I.V15 W;WK,Dw ANCHORAGE DETAILS Q ST TE OF 11j 1070 TECHNOLOGY DRIVE JJ. 10107111 D NO CHMGES THIS SHEET 74QIF ww N.VENIGE,FL 34275 At JR. 04luv1l —0 INVICHMGESMISSIlEer P.0-ROX 1629 ALUM.SINGLE HUNG WINDOW,IMPACT NOKO",FL 34274 l'bibly Dauer 'w 11 ar 11 4040-20 FRpt 68705 F.K. #11105 It NTS