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Florida Building Code Online Page 1 of 3 76, f aaA" q� -,A'Li BCIS Home j Log In ; User Registrationt Hot Topic ? Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ? Links Search j F;0'Ida ndw Product Approval USER:Public User . Product Approval Menu>Product or Aoolication SearchT"ne tion Detail FL# 4 3 s3 Application Type Code Version Application Status DBPR.Approvals by DBPR shall be reviewed and ratified by the POC Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Techno Drive Ice,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 CCertifl Subcategory Compliance Method 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 Date Approved 09/08/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 12/30/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# JIVIcidel,Number or Name Description 239.1 ISH-200(Non-Impact) Aluminum Single Hung Window j Limits of Use Certification Agency Certificate i Approved for use in HVHZ:Yes FL73y R24 C CAC1. G-0505_2 f 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(NOA)for FL239 R24 tl 16-0505.02.0f product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports ; Created by Independent Third Party: i 239.2 ISH-500(Large Missile Impact) WlnGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.12b.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 i Design Pressure:N/A Installation Instructions I Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 1224 II 15-0612.12b.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 ISH-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.OS.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 i Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade Count eptance(NO for FL239 R24 II 16-0714.05.1)dl i product performance inform ,ancho age details,a nchor e, Verified By:Miami-Dade BCCO-CER l size,and spacing in for on. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 ISH-700(Large Missile Imp a Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: e FL23Ai. 14.06. df Approved for use outside HVHZ:Yes ality,Assurance Contra xp ion Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)f r FL239 R24 Il 16-0714.06.odf I product performance information,anchorage details,and anchor type, Verified By:Miami-Dade -CER size,and spacing Information. ent Third Party: Evaluation Reports Created by Independent Third Party: i i239.5 ISH-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 16-0714.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 i Design Pressure:N/A Installation Instructions i Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 Ii 16-0714 0l.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 ISH-800(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.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 IT 16-0714.02.Odf i product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: g 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 R24 C CAC 15-0612.11 LMI.odf 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(NOA)for FL239 R24 IT 15-0612.11 LMl.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I 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 SMl.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions i Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 IT 15-0612.10 SMI.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER 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.odf Approved Par use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAE... 12/30/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 Ii 16-0114.04.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER 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.Ddf I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date t Impact Resistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.03.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ktzs:t� $i�at(r 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 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 Approval Accepts: 1 M eGhect M Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 12/30/2016 i M IAM I•DADE MIAMI-DADE 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) wnnv.miamidndc,eov/eeonomv PGT Industries,Inc. j 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 AIIJ(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 y 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 Veloci Irlcan t DESCRIPTION:Series"S1I— "Aluminum Single Hung Window—L.M.I. i i APPROVAL DOCUMENT:Drawin titled"Alum.Single Hu indow,Impact",sheets 1 through 11 of 11,dated 09/01/05,with revision F dated 05/05 ,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 b the 'a i-Dade County Product Control Section. MISSILE IMPACT RATING:Large a Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent a rame or logo, city,state, model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. p RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been 3 no change in the applicable building code negatively affecting the performance of this product. t TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change i 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. V 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 ofthe Building Official. This NOA revises NOAH 15-0519.08 and consists of this page I and evidence pages FI,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI-DAD'COUNTY Q'j2J�� Expiration Date: March 26,2021 3 o jproval Date: August 18,2016 # I'a � i i i PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact",sheets 1 through 11 of 11,dated 09/01/05,with revision F dated 05/15/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS t 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 i 2)Large Missile Impact Test per FBC,TAS 201-94 j 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, 3 a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS spacer system,Duraseale spacer system,Super Spacer®NXTT"'spacer system and XL { Edge"','spacer system at insulated glass,prepared by Fenestration Testing Laboratory, i Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. i 2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 i ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 1 t 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. (Sui nutted under NOA No.0 7-0322.06) a 3. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 y 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 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-4958 and FTL-5063,dated 10/03/06 and 11/21/06,both signed and k sealed by Edmundo Largaespada,P.E. 1 (Submitted under NOA No.0 7-0322.06) g M r Manuel Yer�T E. Product ControlExara er NOA No.16-0714.06 Expiration Dale: March 26,2021 Approval Date: August 18,2016 E-1 7 J i i PGT Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(con ruvuED) 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'festing Laboratory,Inc.,Test Report No.FTL-4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No.07-0322.06) 5. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung i window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) 6. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 { 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 j 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 FTL4650,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,'I'AS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung 0 window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test N6Q Reports No.FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by -Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) Manuel Pp ez, .E. Product Control �x iner NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-2 g 1 i t PGT Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS i 1. Anchor verification calculations and structural analysis,complying with FBC-5°i Edition(2014),dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE E 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 L°Kuraray Birtacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-51h Edition(2014),dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. (Submitted under previous NDA No.15-0519.08) 2. Statement letter of no financial interest,dated May 16,2015,issued by manufacturer, signed and scaled by A.Lynn Miller,P.E. k (Submitted raider previous NOA No..15-0519.08) 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- f 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted ander NOA No.07-0322.06) 3 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947, a FTL4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,Y.E. i G. OTHERS 1. Notice of Acceptance No.15-0519.08,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and expiring on 03/26/21. - ManuelPe ez, E. Product Control E am' er NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL.FIN WINDOWS STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION OA G OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION » -ALUMINUM DESIGN MANUAL,ADM-2010 "LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY BUTACITEPVB(BY KURARAY AMERICA,INC.) •AISI.S100-07152-2010 .090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) "LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5/16"LAMI CONSISTING Of(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16"LAM]CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7/16"LAMI CONSISTING OF(7.)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 I.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST.................. 6 WITH A.090"KURARAY BUTACIT� BY B KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ..... ( EXTRUSIONS....................7 J.13/16"LAM[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 CORNER DETAIL..............7 .090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX O PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE-B Y KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090"KURARAY BUTACITE 0 PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. as awgdyiug with it-Flor)dR A�Pumm Nu D 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. F.,rrni n uc 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4848,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. By ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Tlivni ade Pradncl Cuntr 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. 116 ,.I ;. .. JR 05105/16 F ADDED SPACERS TO SHEET2. GENERAL NOTES omo: RaWI"ns: 1070 TECHNOLOGY DRIVE '`t';�• �'•.r'..��- N.VENICE,FL34276 r°'" i, R r• m Rutl+l .��- ALUM.SINGLE HUNG WINDOW,IMPACT r7 I i I;t`l P.O.BOX 1529 s +md: axe.: R.r. A.LYWOLLER,P.E. o""n ey:oenx dwane n"� - NOKOMIS.FL 34274 Wisibly Bate F.K. 911105 J.J. 2/23/07 SH700 NTS 1 a 11 4040-20 F FL P.E.#58705 Part# Description Material 1 1 71 Kommeding 45G TPS Spacer System 72 Quenex Super Spacer nXTvAh Hot Melt Butyl See this Sheet for 73 Quanex Duraseal Spacer Materials 1 112"NOM. 4 1/2"NOM. 74 Cardinal XL Edge Spacer GLASS BITE GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 70 37 70 3 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 717 1/8"ANNEALED OR HEAT STRENGTHENE GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: EXTERIOR INTERIOR LAMI IG OUTBOARD 71-74 71-74 LITES MAY T 1 1 � (ALL SECTIONS) UPGRADED TO 3/16" WITH NO CHANGE IN ^pVg"_ DESIGN PRESSURE. KURARAY BUTACITE° 1/2"NOM. 1/2"NOM. PVB INTERLAYER or 46 GLASS BITE 46 GI ASS BITE SAFLEXOPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS I 3116"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"LAMINATED 7116"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS P 1/8"TEMPERED GLASS 13116"NOM. 13116"NOM. 13/16"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 PRODUCT REVISED ALUMINUM as complying W./fix Flwlds REINFORCEMENT Building�� SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA Accxpfxnnx Plo T -O ILL-,p�.n STRUCTURAL BUTYLENEVINT.GLASS 5/16"NOM. Gxpiml' Dnlx Y' twG� SILICONE 5N 8'NOM. SEAL r STRUCTURAL FOAM 3/16"NOM. LICONE SEAL By POLYISOBUTYLEN 1/4"NOM. BUTYL& WITH DESICCANT ROLL-FORMED Minmi Ie Prnduxt Coo WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT.GLASS INT.GLASS KODISPACE SUPER73 74 DURASEAL@ XL EDGETM 72 71 4SGTPS SPACERIONXT'V @SPACER SPACER C( �-- 6 RNSO xY. nm: ft�vYfau: , .• JR 05/05/18 F ADDED SPACERS. GLAZING DETAILS 7 W0 TECHNOLOGY DRIVE ) Avm: ReNaWu: ; N.VENICE,FL 34275 ` N--R- P.O.BOX 1528 ;T ALUM.SINGLE HUNG WINDOW,IMPACT / ,, NO.OMI(,FL 34274 Yrseb! Better & ` OixO°N°' ""' A.LYNN�ILLER,P.E. u.wleY oom: y SM700 Full 2 a 11 404020 F FL P.E.#58705 F.K. 911105 J.J. 2/23/07 Ill FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEI WIDTH G 63" 66" 68" 70" 74" 76" MEETING RAIL 48" A,B,M +80.0 -80.0 +8D,0 -80.0 +80.0 -80.0 +80.0 -B .0 +80.0 I -80.0 0.0 -80.0 +80.0 -80.0 HT. I6 0" +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80. +80. +80.0 -80.0 +79.0 .79.0 6y' A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 W. SASH 53118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 1 UP TO 63 1/8" C,D,E,F,G,H,I,J,K,L +B0.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION - TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318" 44" 60 518" 63" 72" 74" 76" if MEETING RAIL 48•" A,B,M +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 X" _TH 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 63118" A,B,M +80,01 80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +70,0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. T BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W HT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) e0. MINUS WIDTHGLASS TYPE 17 1/8" 2211116" 283116" 33 3W' 396116" 4413/16" 60 318" 5516116" SASH 53116" D,E,F,J,K,L4Q +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 1+70,0 -70.0 1+70.0 -70.0 HT. HT. MEETING RAIL TEST REPORTS TABLE 4. SASH A.5116"LAMI-(1/8"A,.090,1/8"A) FTL4647,4648,4723,4957 ` FTLA647,4648 ' C.5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL4647,4648 D.7116"LAM[-(3116"A,.090,3/16"A) FTL-0645,4885 E.7/16"LAMI-(3/16"A,.090,3116"HS) FTL4645 PRODUC'CREVISED F.7116"LAMI- 3116"HS,.090,3/16"HS) FTL-4645 c nnPIYiRB with rim rlolld, G.13116"LAMI IG-116"T,AIRSPACE,5116"LAMI-(118"A,.090,1/8"A) FTL-4646,4723 Duildinp Cnde Arccpteocc IJu IG-0 14• H.13/16"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) FTL-4646 L• irnt uR Date ) I. 13/16"LAMI IG-1/8"T.AIR SPACE,5116"LAMI-(118"HS,.090,1/8"HS) FTL-4646 DY- J.13116"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3118"A,.090,3/16"A) FTL-4649,4650 Mimni )ade lem<Iwt Q1 ti K.13116"LAMI IG-118"T,AIR SPACE,7/16"LAMI-(3116"A,.090,3116"HS) FTL-4649,4650,4958 L.13116"LAMI IG-118"T.AIR SPACE,7/16"LAMI-(3116"HS,.090,3116"HS) FTL-4649,4650 M.13/18"LAMI IG-1/8"A,AIR SPACE,5116"LAMI-(1/B"A,.090,1/8"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 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8'MINIMUM TO 38"MAXIMUM. 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY Rew a)-. Wb: RBNWY' d1O r ,.• ' DESIGN PRESSURES Ra vele: eefaam: 1070TECHNOLOGYD ORNEr:,,'•.^:... .:.`.v. N.VENICE,FL34275 R OUW ReNsbee IGT ALUM.SINGLE HUNG WINDOW,IMPACT , ��. ` P.O.BOX 1528 ,, . o.MvRu. R.P A.LYNN NIILL6,P.E. orewn 6Y• oem: fboaeee Oeb: _ NOKOMIS,FL 34274 Visibly Better SN700 IVTS s 3 a 11 4040-2 F.K. 911105 J.J. ?J23/07 F FL P.E.#58705 18::MAX.FLANGED WIDTH —2 MAXI.F.WIDTH 49 5/8"MAX.FIXED DLO(ALL) D C 75'MAX. F 75"MAX. 76-MAX. A SEE DLO f I.F. Ff A I.F. TABLE —J HE[3HT SEE DLO TABLE HEI 3HT SEE OLO 0 1—i HEIGHT L 76"MAX. 0 76"1 1AX. TABLE L — 76"MAX. FLA GED L FLANGED ---1116' HEI HT HEI FLANGED 3 SEE DLO NEI T T- TABLE MAX.SASH SEE DLO (MAX.) S E SEE OLD HEIGHT TABLE TABLE NO E4 481/4" VENT DLO L r(EQ� DETAIL S DETAIL C ETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 8 E 75'MAX. MAX. S.F. I.F. HEI 3HT E—J HEI 3HT SEE DLO TABLE STABLED 0 76"MAX. TABLE 0 76"MAX. HEIGHT FLANGED TFLANGED ED HEIGHT FLANG I — i 20" PRODUCT'REVISED SEE DLO TABLE x SASH SEE DLO TABLE x -v complying with dw vIr� / SASH B"114, Cwk HEIGHT HEIGHT 6crgpmrtae 16-d 1 ,p 8 -7� DETAIL D DETAILS 14iarni )Rdc Product Cm VIEW(CUSTOMS SASH) TOP.(CUSTOM SASH) NOTES: .......... 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2,SEE SHEET 7 FOR CORNER DETAIL VIEWS, 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. :lBi i5 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS 6&C)ARE BASED ON A THREE OVER TWO FORMAT. ftKs . IN ECHNOLOGYDRIVr ELEVATIONS R-dBy N.VENICE,FL 4275 mm R 1� P.O.BOX 1529 ALUM.SINGLE HUNG WINDOW,IMPACT m�- ch�By Nw NOKOM19,FL 34274 LYNN F.K. 911105 J.J. Z23107 Visibly Beu� 404��— A. WVLE'R.P.E. SHM NTS 4 J�' .20 FL E,#5 8705 2.784" NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED INSIDE INSIDE MAX.VENT DAYLIGHT OPENING- BASED ON SASH WEIGHT 31 9,10,11,15,16 ————————— — ——————-- -——————— ——— —————— MAX. Ito FIXED 2.710" LITE DAYLIGHT 25 7,8 OR 17 OPENING OUTSIDE 25 —MAX.FIXED LITE DAYLIGHT OPENING —MAX.WIDTH SECTION A-A 6 _OUTSIDE INSIDE 23 47 50 MAX. HEIGHT 21 2.946 HIGH 2 OUTSIDE SILL LD30 W T SIAL MAX. VENT 49 �48 DAYLIGHT HEAD JAMB OUTSIDE OPENING L 68 2.710" 28 PRODUCTREVISW 53 mnplyins with tha f1milla OUTSIDE Buildig Code I.F.FRAME D 53 6 1 2.946" 30.1 62 (LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE 54 64 67 3 30 ULTRALIFT gg 12 ONLY ULTRAL(FT 12 SECTION B-B ONLY SECTION C-C RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION Br. V. N.VENICE,FL 94275 1 P.O.epx 1529 ALUM.SINGLE HUNG WINDOW,IMPACT NOKOMIS,FL 34274 Vfibly,9.,w A.LYNN MILLER,P.E. FL P.E.#58705 F.K. 2,23107 40-40-20 F ITEM Dwr.# DESCRIPTION PGTA ITEM DWG.# DESCRIPTION PGT# - FLAN 612225 PG I 4002A FLANGE 60 1635 SCREEN SPLINE-135 DIA HARD 61635K 2 1165 #8 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 6' 506 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 674 1161 #6 X 1.000 PH,BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 87 GLAZING TAPE,1/16 X 112-7/16 LAMI 62BV1510 7 4025 SASH STOP 612244 68 40SIA 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 11/16- 70 ISILICONE,DOW 899.995 OR EQUIV, 10 1080 BALANCE COVER,3/8"OR 518' 6BALCVR916 80 A GLASS,6116-LAMI,(1/8"&.090 PVB,I/V'A) 11 #8 X.750 PH.PN,SMS 7834AA 81 B.GLASS,6116"LAMI(1/8"A.090 P\/B,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT .82 C.GLASS,5116"LAMI,(1/8'HS..090 PVB,118`HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAM,(118-A-090 PVB,118"A) 15 - #8X1 PHILLIPS FLATHEAD S.STL 78X1 FPAX 64 E.GLASS,7116"LAMI,(I/6"A-090 PVB,1/8"HS) 16 1080-1 BALANCE COVER,11116" 6BALCVR670 85 IF GLASS,7/16-LAMI,(1/8"HS,.090 PVB,1/8-HS) 17 4053 SASH STOP COVER 64-053 86 G.GLASS,13116"LAM IG;118"T,AIR SPACE,.5116"LAMI,(1/8"A,090 PVB,118"A) 18 4029-1 SASH BRACKET - 7ULBRKT 87 H.GLASS.13/16'LAMI IG;1187,AIR SPACE,5/16"LAMI,0/8'A-090 PVB,1/8'HS) 19 #8-32 X 112"LG.PH.FH.TYPE F S.�TL 7832Xl2FPFX 88 1.GLASS,13116"LAMI IG; /8"T,AIR SPACE,5116"LAMI,(1/8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;1/8-T,AIR SPACE,7/16"LAM],(3/16"A,.090 PVB,3116"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;11WT,AIR SPACE,7/16-LAM.(3/16"A.090 PVB,3116"HS) 25 1235 WSTP-170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13116-LAMI IG;1187,AIR SPACE,7/16"LAM,(3/16"HS,,090 PvB.3116"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13tI6"LAM IG;1/8"A AIRSPACE,5/16"LAMI,(118"A.090 P I/8--A) 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 MTP.,BULB VINYL ---6TP249 F2.784 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 '062— .83 35 1622 LAM SETTING BLOCK 3rJ2`X25/64--X I" 71622K 36 1052 LAMI IG SETTING BLOCK 1"X3/4"XI/16" 71052K 3. 55 37 1224 VINYL GLAZ,BEAD BULB(THICK) 6TP247WK .062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40390 GLAZING BEAD,5/16 LAM.GLASS. 64039B 47 FRAME,I.F.HEAD 42 4044E GLAZING BEAD,5/16 LAMI W/GRILL KIT 644703 #4071A.6063-T6 44 4222A GLAZING BEAD,7116"LAMI 64222 45 985C GLAZING BEAD,7116"LAMI WIGRILL KIT 6985 FRAME,I.F.LOW SILL 46 4067 GLAZING BEAD,13116"LAMI I.G. 64067 #4072A,6063-T6 47 4071A FRAME,I.F.HEAD, 64071 48 4072A TPRODUCT RISVISED FRAME, 64072 49 4073A FRAME,I.F.HIGH SILL — �-2,374— tt�Florida 64073 BB ldhg code -o 14-4 60 40746 FRAME,LF,JAMB 64074 1 'in 52 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .062 NOM 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 4.171 2. 1 Mimi &Pmd.1 r.? 55 1014 SCREEN FRAME(HOR,&VER.) 61014 56 1630 SCREEN CORNER KEYWIRINGS 71630 .062 NOM -JWI�lj THICKNESS 771 57 1631 SCREEN CORNER KEYVVIOUT RINGS 71631 58 1973 SCREE PRING 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME, I.F.JAMB 49 FRAME,I.F.HIGH SILL #407413,6063-T6 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) R.WBf. rww— Rb- 1070 TECHNOLOGY DRIVE PARTS LIST N.VENICE,FL 34 P.O.BOX 1529ALUM.SINGLE HUNG WINDOW,IMPACT Ch dr d8f.Ow. NOKOM16,FL 34274 v2sibly Bett� = --T-----7-- A.AWMILEIR,P.S. 911105 J.J. 00 1 NTS 6 -vj I FL P.El 58705 74 Z,23107 11 1� 4040.M F L I .FRAME SEALANT ALONG ENTIRE JOINT 1 or 472 1.F.FRAME 1-2.784 .osz — I II II 2.830 2.330 1.363 J .062 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 Imo--2.764 O FLANGE FRAME SILL (LOW) IBOSS(2)ELD 1.749 LONG 3 #4003C,6063-T6 I 6 or 50 CREW SEALANT OR GASKET AT HEAD AND SILL I-�-1.513-►1 .738 I 121.710 .062 .490 .040 osz VIEW D-D VIEW E-E (1!1&VIEW HEAD&SILL;RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB O #4025,6063-T5 17 #4053,6063-T5 .050 #4 63-75 —1 (USED AS RADIUS .678 S TOP HEAD) � 1.165 � �- I 1.342 Imo-2.279 2.326 -1 .0627-1.349� GLAZI 1 —BI� 41 GLAZING BEAD,5/16" #4039B,6063-T5 1.979 .0625 1.7107 .062 31 SASH SIDE RAIL .062 1 #4008,6063-T5 2.15 5 FIXED MEETING RAILSASH TOP RAIL LLL SASH BOTTOM RAIL(LOW) 678 21 #4054A,6063HD-T6 AD 23 #4006C,6063HS-T6 28 #4007,6063-T5 050 050 I PRODUCT RGVISEll O 676 GLAZING BEAD,5/16" aromplyi.gwith the Florirtn 42 Il #aoaaB,6063 Ts �eCdi4Bptei"g"c"ac ro TM")�.p X4,06 2.326 (7 USED W1 GRILL KIT 1.096--I�—I I ) L'�tpirv'mbatc r�21 062 44 GLAZING BEAD 7/16" J� nlizini Odc Pmducl Con rol 2.946 #4222,6063-T5 3.446 2.638 .683 1�7.050 .062 I \.� .0504BL— 6 46 GLAZING BEAD,13/16"IG #4067,6063-T5 SASH BOTTOM RAIL (HIGH) O GLAZING BEAD,7/16" FLANGE FRAME SILL(HIGH) gg 45 #985C,6063-T5 69 #4051 A,6063-TS L( i #4050A,6063-T6 (USED Wl GRILL KIT) I1 (('.6 C;r; ft.WBy. Dem: RN{{h•10: �4 �.J.. '.�r.'- ,., .:�: EXTRUSIONS&FRAME CORNER DETAIL oaa: BeNBma: 1070TECHNOLOOY DRIVE 'i,"�`,�'•.�•, �� N.VENICE,FL 34275 m.: '; �'�`•!'�-.��\ Br. Bem: Ra . .BOX 1520 �— POB(? ALUM.SINGLE HUNG WINDOW,IMPACT ' ',; ,11•' NO.O. FL 34274 Ybibly Better B A.LYNN I ILLER,P.E. r�mwn ey:oetx cnmme.Beiw SH700 Haff 1 7 a 11 4040-20 FL P.E.#56705 F.K. 911105 J.J. 2/Z3/07 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 1 46.603 52.603 1 68.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: U U U p O p U U p U U U U p U U U zU "pZ�ZZ ZZ�Za0NzrZcZ�zoz Z 2.ANCHOR LOCATIONS ARE BASED ON THE ONNU� 'f. 0N0WINDOW GLASS r!O OUOOcOOnO AOONOOrN��� FOLLO8IIN2U O O Upo HEAD 1MFROMTOP CORNERS WIDTH TYPE 3 3 3: 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-15"M MAX.FROM TOP CORNERS HIJKL 1 2 1 1 111 1 2 1 1 1 2 P 2 112 2 2 212 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 213 212 3 3 6"MAX.BELOW MTG.RAILAX FROM BOTTOM ORNERS 19.125 SILL-ANCHORS NOT REQUIRED ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 2 1 1 112 2 2 1 2 21'2' 2I 2 '212 212121 2 212 212 2 2 2 2 212 2 2 2 2 2 2 2�3 2 2 313 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 #321'2 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,L 1 2 1[11 1 .2 1 2 1 2 11-2 212 1-[2 212 _2[_2 212 -21-21-212 212 2 2 21-3 2 2 2 3 3 3 2,2 3 3 NOTE 2. _ _ 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR ABM _. _. .. - 1FLANGED W N OWS. INTEGRAL FI ENSIONS I D D1 2 1 1 1 1 2 1 2 1 2 1 2 212 1 2 2 2 2 2 2 2 2 2 21 2 2 2 2 2 2 3 21 2 2 3 3 3 212 3 3 ARE 1"LESS. C,D,E,F,G, 1 1 1 1 _1 1 1 1 1 1 1 1.1 1 1 1 2 1 1 2 11H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 212 2'3 112 2 3 2 3 2 2 213 2 3 212 2 3 3 4 3 2 313 3 4 31 3 4 4 5 SIZE BLOCKS OF THE.DESIGN PRESSURE ADJACENTTABLE WITH A 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A AB,M 1.12 112 21 2 "2-13 1 2 2 2 213 1 1 2 213 213 212 2 3 213 212 2 3 3 3 2 2 3 3 314 .31 2 3 3 3 3 4j 4 O AIMUM DESIGN PRESSURE WITH THE NC ORS SHOWN IN BOLD. OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 MAXIMUM DESIGN _..__ .... .. _. _... .._....._ .. -- __..... ._ - ....._. __..,.._..._.,.._. ...2 _. - PRESSURE FOR THE JK,L 212 112 212 2 3 1 2 213 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 4 3 4 RESPECTIVE SIZE 37.00 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS B,M __.__ 1212 11-2- 21,21213 1 12 2;3 2-13 212 213 21 3 212 213 213 2I 3 2 3 314 213 3 3 314 313 314 31 5 3 1 3 414 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 -1-2j 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 2222321221323222321323213214213333423 3435313314453344 2 2 2 2 2 2 . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 A B'M 2 2 112 212 213 212 213 213 212 213 213 213 23 214 213 313 314,2131314 315 313 314 4 5 313 414 PSF 79 1 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �•PSF _..._ - 44.000 H,I,J,K,L -2]--2.1212 2 2 2 3121212 3 2 3 212 313 2 4 213 313 3 4 213 3 3 314 2 3 3;4 3 5 3 3 3 4 4 5 3 4 4 5 (DP LIMITED) 118 PRODUCT REVISED 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .complying with the FltttidB AB,M -21-21212 _ __ _ . '_- -.... _.- --. _ DuildingCode HEAD 2 2 21 2 212 213 2 2 21 3 2 3 2 2 3 3 2 4 21 3 31 3 3 4 2 3 3 3 314 2 3 3 4 3 5 3 3 314 4 5 3 4 41 5 gccn tnnca No l •O O(jj PSF 79 79 JAMB ABOVE 2 3 �•thnti ,Date t 2I VrG.RAL C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 J tan, a,rt coeval n AMB BELOW M i nde Pra' � 48.000 H,I,J,K,L 2 2 2I2 2 2 2 3 211 2 2 3 3 4 21 3 3 3 3'4 2 3 3 4 314 2 3 3 4 3 5 3 3 3'4 3 5 3 3 4 5 41 6 314 51 5 MTG.RAIL ABM 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 3 2 2 3 2 2 2 2 212 2 2 2I3 2I2 2I3 314 213 313 314 2113 3 4 3 4 2113 31q 315 313 314 315 313 4 5 416 314 515 (FULL DP) PSF 72 79 1 79 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 `' ''"'' ":r,-.. •:;,.' 53.125 H,I,J,K,L 2 2 212 2 2 2 3 2112 21 3 3;4 213 314 314 2;3 314 314 313 314 315 313 414 416 314 4115 416 314 516 MTG,RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 AB,M — - , _. - _ .l -�. _..;.. _I.._. .. 1.. .. . . _. -' J MTG.RAIL �( 6 2221222232112213342113314342.3343143331431533414415313415463;4415 16 RBrse BY U h RsrYlonx' a�7n*•' __. //. R pe,a. Regya,y; 1070TECHNOLOGY DRI VE ANCHOR,4GESPACING, 1/1 WINDOWS ••• . ; •:..;'''' N.VENICE,FL 34275 tm.: "p:.;.,.• _`�. p ALUM.SINGLE HUNG WINDOW,IMPACT '• P.O.BOX 1529 I' i' ammey:onw ctmdmae Dom NOKOMIS.FL34274 VisiblyBerrer s"W1o°etr saw —8 rb.1 A.LY F.K. 7/29/05 J.J. 2/23/07 sH7oo NTS 8 d 11 411040-20 F FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 7.4.655 76.000 3-#12 SCREWS ANCHOR TYPE. o U U U U U U O U U ❑ U U ❑ U U ❑ U U ❑ U U 2 ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS ro0 ZrZofO z�Z010 z�! "o z zr�0 z ZcoO z Zr10 Z ZOO z z MONO ONONO ONONO OcvONO^OcliONOrOc�iON0 -OciONO' Oc�i NO O FOLLOWING DIMENSIONS: WIDTH TYPE U U U U U U U U U U U U U U U U HEAD-181/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ±23!r 1 _1 1 JAMBS-171/2"MAX.FROM TOP CORNERS ..._ _I.... __ - .__ ..._. ..-.-._ ._ _. .. - -- -- ---- - CORNERS _ 15"MAX.FROM BOTTOM H,I,J,K,L 1 1 1 1 1 1 2 2 211 212 2 2 2 1 2 2 2 2 2 2 2 2 21 2 2 2 21 2 2(2 2[-2 2 2 3 2 3 2 2 2 3121 6"MAX.BELOW MTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED A,B,M 1 1 1 2j2 2 j 1 212 212211 2 2 2'2 212212 212 2 2 212 2I 2212 2 12 312 312 2 2 3 2 '3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 �2!Ci 1 1 1 1 1 1 1 1 1 1NOTE 2. 24.000 H,I,J,K,L 1 1 1'1 1 1 2 2 1 1 2 1 2 2;2 212 2 2 2 2 2 2 2I 2 2 2 3 2 3 2 21 2 3 2 3 2 2 2 3 2 31 2 2 2 312 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 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A'B,M -11-1 111 I'll 2I2--111 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2'12 312 912-2 P 3 2 312 2 2 3 2 312 2 2 3 2 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A _._ -222223212223322333332333132I-2 33413324341332413MAXIMUM DESIGN PRESSURE A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD. IHE 1 1 111 1 1 2 2 2121212 213 2I2 2 2 313 2 2 3 3 3 3 3 2 3I3 3I3 2I2 313 413 3I2 413 413 3I2 4131 MAXIMUM DESIGN PRESSURE FOR PSF 59 67 79 RESPECTIVE SIZER C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 212 2 3 '2 2 2 3' '3' 19 313" 3'13 4j3 3.1211-ill-213 3 4 3 3 2 413 414 3 2 4 3 AVAILABLE. ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 212 213 2 2 213131-3 2I2 3I3 3I3 319 4I3 3;3 3I2 313 4 3 3 2 4 3 414 3 2 413 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 11111 222122122132j2333I321231341333413313313413 414313413414313513 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 212 2;22;3 212 3j3 313 2 2 313 4I3 313 413 3I3 313 413 4I4 313 4i3 44 313 513 TABLE KEY: PSF 49 79 56 79 79 MAX.PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 __. _... . .. _ -'I- - -- (DP LIMITED) 117 PROIJUC7'REVIS6D 44.000 H,I,J,K,L 111 711222122231321231331421333414313413414313413443341341493514 .c ,plyin&with 11w Flo" A,B,M 2 -2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 J Acu�i�acetM O IQ CG ... ..I _ _. .... .__ ... --. .. _I .. 313,413- -.,... 3 Luilimlk Deta I a��o HEAD111111 222j222332123133142133l3443341344313413443134j34143.3514 AMBABOVE3MTG.RAIL PSF 45 74 51 74 79 79 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 2JAMB BELOW I 48.000 H,I,J,K,L 1 g 1 1 1 _2T2 p l 2 2 2 3 3 212 3 3 3)4 313 313 414 31 3 4I 4 4 j 4 3 3 4 4 4141 4 4 3 5 4 4':4 41 3 514 MTG.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 { A,B,M 1 1 1 1 1 2 2 2 f 2 2 2 3 3 2 2 31 3 314 3I 3 3 3 4I 4 313 414 4I 4 31 3 414 414 4 3 514 4 1 4 4 3 514 (FULL DP) ' PSF 41 67 46 67 76 79 HEAD 2 ;�.•��,.•.,,.�,,•..•.-•;.•., JAMB ABOVE G.RAIL 2..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 •, •'•, . - --- -- _ 53.125 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 313 3 3 4 4 3 3 4;4 4'4 313 414 4'4 313 414 515 4 3 5 4 515 4 3 5 4 JAMB BELOW 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 �� I -- - - - _.. MTG.RAIL u A,B,M 1 1 3- i 1 1 1 2 2 2I2 2 2 3 3 3i3 3!3 4143 3 4i4 414 313 414 414 3I3 44 514 4'3 5 4 514 41.3 514 RereO W. DIN ANCHORAGE SPACING,STANDARD VIEW . . 1. nv Bf. W eta. R, x 1070 TECHNOLOGY DRIVE �' ,'�.', ••;;.;-�.�,� i N.VENICE,FL 34275 „,ar p",", R"„,,,,,,: ALUM.SINGLE HUNG WINDOW,IMPACT 1 P.O.BOX 1528 •byc ems,. sn.ee o++vw R A.LYNN MILLER,P.E. NOKOMIS.FL 34274 Visibly Becre i cnwmaSH700 NTS 9 m 11 4040 20 F FL P.E.#58705 I F.K. 7129/05 11.01 2/23/07 11 ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8, 1 1. ANCHOR TYPES: I-1/4"ELCO TAPCONS SUBSTRATE: 17.125 1 22.668 28.211 1 33.754 1 -44.839 50-.382 55.925 1 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: d U L) 0 0 0 U U 0 3-#12 SCREWS WIND �'(90 z 0 z 00,10 0 z-z vzo 0 z � 0 zqo"Ezo-o"c4z z 0 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING OW GLASS cf 0 0 0 c-4 c"t) ocN3 0 0 elf 0 0 0 0 0 CIF 0 0 c1r z 'OZ 0 DIMENSIONS: L) L) L) a OTO z 0 WIDTH TYPE 33: c'4 zo-11-q 300--0. Z-1 HEAD-18 1/2"MAX.FROM CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171!2"MAX.FROM TOP CORNERS _j . K,L 1 2 2 2 2 2 2 2 23� 11 1/2"MAX.ABOVE THE MEETING RAIL 24k000 D,E F J, 1 1 1 -1 6"MAX.BELOW MTG.RAIL - I '-i 1 15"MAX.FROM BOTTOM CORNERS KL 2 2 2 2 2 2 2 2 3 3 2 3 b 2 3 1 3 3- 3 1 3 4 SILL-ANCHORS NOT REQUIRED jidl 1 1 2 1 1 1 1 1 1 1 1 1 1 1 DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.0D0 D,E,F,J, I I I 1 1.1'. 1 -i I _61- -- - I-I 1 3 K,L -j 1 1 3. 2 'i' 4 '3 -4' 4 -:33" -4' -S_[ 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 -5-EFj,. I 1 1 2 -1 2 2 1 2 2 1 2 2- -2 - 1 -2--F-1 1-2 -Z -1-T-2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW 2 -4 1 r3q 3 4 4 1 4 1 5 5 1 4 1 5 K,L i 2 -L 3 3 _T WINDOWS ARE 12 518"MIN.TO 3B"MAX. PSF 79 79 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR St - FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.003 D,E,F,J, 2 2 2 2 2 2 2 2 2 1_i7 .2 2 2 2 2 -2, 1"LESS. ?. ?_ _j__*__ _-6 -3 ,4 _1_ .1,2_ 1__ _I 1 2 K,L 4 4. 4 1 6 'L 1 1 2 3 3 4 4 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 - SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2, 2 2 2 -2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM , _I_ �F[� 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS --2"-*,-2 -3 --3-TY 4 4 4 4 '4 3 5 5 4 6 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 719 70 79 79 71 7,9 K,L .- 73 76 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2_ 2 2 2 2 2 2 3 2 2 2 2 2 3 RESPECTIVE SIZE AND 3 '1, 2 2 -2 3 3 3 4-- 4 4-� '5 -4 5 5 5 GLASS TYPE IS K,L - -I I 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 3 '2 2 3 2 3 3 2 3 3 .-T - - _3- , T2T3 K,L 2 3 3 4 4 5 4 5' * 6 5 -6- 6 1 5? 5 1 7 MAX.PSF (DP LIMITED)F 1-12 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD-N TABLE 8. JANBA13OVEI 2 SASH HEIGHT- MTG.RAIL SUBSTRATE-- 12.776 15.776 tl 8.776 21.7716 24.77 1 27,776 ❑30.776 ❑31.106 ANCHOR TYPE, ❑ (FULL DIP) cz C.) 0 0 cj C) z c'i - -Zvjo � z - z ONZ - Z O '4z - zvkoN2 - zc'�o z z 0 z 0 z z DOW 0 1, � WIN 0 ' 8 � � 0 oa3 0 8 0 0 HEAD WIDTH 0 a 1 0 0 81 . �1 0 8 51 0 0 8 8 001 8 JAMB ABOVE 1 2 2 1 1 1 2 2 2 2 2 2 2 -2 2 2 2 2 1 2 2 2 2 MTG.RAIL c-PIA'S�,ilh Itic Florid.19.125 1 1T1 2 PRODUC`I'RFVj$ED - -�71-1- 2 1 2 2 3 2 2 AmpfmNol(O-0 I 24.000 L 2� 2 2 2 2 2 2 2 2 2 2 3 2 1 2 BufldinaC.& 32.000 -2 1 1 2 2 2 2 3 1 2 2 -3 2 3 3 2 3 3 2 3 4 2 1 3 4 2 3 Rvimfiqn Urate -W-21 79 TABLE 8.KEY: " I LA-1 37.000 1 2 2 2 2 :��3 -3-T-3-F-3 --4 "- ,bm"'odml Con 2 74 F-31-3 -4--j-3 F-4 PSF / !a 40.000 - v Tj 27-2 -2 -2 2 2 3 1 2T-3 -3 2 F-3 --3-T--3-T-3 4 1 3 1 4 (DP LIMITED)[--j 172 44.000 68 78 1 JAMB BELOW1 2 1 2 1 2 F-2 2 2 21 3 2 1 3 3 3 E3 T-3 d 3 3 d 3 4 5 3 4 5 3 4 MTG.RAIL 48.000 63 - 72 79 2 2 2 2 2 2 3 4 1 3 1 -41:!L=4 1775T-3T-4 (FULL DP) 73 so 66 72 53.125 JAMB BELOW ; 2=2 2 2 2 3 3 3 4 IvTrG.RAIL 1 3 4 A 1070 E HROLOGYCRCVE VIEW 7 ff- ANCHORAGE SPACING,CUSTOM 'v N,VENICE,FL 34275 P.O.Box 1529 ALUM.SINGLE HUNG WINDOW,IMPACT Zu;vn-ar- �ev NOKOMId.FL 34274 Visibly Better 8-: - A.LY�NIVMILCER,P.E. F.K. 7,29105 J.J. -2,23107 SH700 1'�Tst7lo - 11 1-�-%040-20 F FL P.E.#58705 EXTERIOR INTERIORF") FOR CONCRETE APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY (ALL HEAD AND SILL DETAIL ) WOOD ANCHOR APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1 314". 1-3/4"MIN.EDGE CONCRETE ANCHOR (SEE NOTE 1&3) 2x WOOD BUCK 1"MIN.EDGE 2 1/048 S4O0CRETE-FILEX.IONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 4) 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE 13/8'MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •13/4"MIN.,1/4"C - 1 3/8" INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x o MIN. 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK O _N. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1!4" 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. 1/4" OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHI S IH SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET DETAIL A DE AIL 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 ANCHORAG MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4" 13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN, MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4"MAX.SHIM 1/4"MAX. IM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT t'''• I O 1"MINTEDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL.(SEE NOTE 1&3) pp RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCIj INTERIOR 0 (ALL JAMB DETAILS) EXTERIOR lx 'CK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK O CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) 15 DETAI C DE AIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/6"MIN.EDGE 2-1/2"EMBEDMENT MAX.I 1/4" WOOD FRAME MAX. rttof�UC'f RGvISED AME SHIM I nsomupl)'iog�sdlhtfwFlmM- Iluilding Curk(6^0 ►4.0 5/8"MIN.EDGE A—pt...NB 7 I .131"DIA.MIN. )izpinrticm Dute x 2 112"NAIL, 0 2-1l2"EM EDMENT AT CORNERS r .131"DIA.MIN. AND 5"O.C. Miami)Bde Pmduct(oe x 21/2"NAIL, WOOD FRAME AT CORNERS AND 5"O.C.— 5/8"MIN.EDGE ,,,ttl'.Itrr;;,, 131"DIA.MIN. O 1/4" x21/2"NAIL, MAX. AT CORNERS SHIM AND 5"O.C. 2-1/2"EMBEDMENT DETAIL F,(HEAD) DETAIL E, (JAMB) DETAIL G,(SILL) _ TYPICAL INTEGRAL FIN ANCHORAGE Rma By. Bab: RavBfvla: Baem ' 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS ?: y: Bub: RaNmwu: ' N.VENICE,FL34275 R r• Bab: R"Nskns �� ALUM.SINGLE HUNG WINDOW,IMPACT '' �'• P.O.BOX 1528 e.,a�mraec �,,, �,,,r ,,p,,e. Rav: A.LYNIJ MILLER,P.E. emwn ay:Burs er keee Baro: NOKOMIS,FL 34274 T/tsibly Better SH70o NT$ 11 , 11 4040-20 F FL P,E.#58705 F.K. 9/1/Ob J.J. 2/23/07