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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 3 r. — «U.iiGn°dm�.wtrm �( BCIS Home i Log In User Registration ; Hot Topics Submit Surcharge Stats&Facts Publications FBC Sta Search j F€ na PES' E I'E D a il" Product Approval - USER:Public User �11/� o AA�7 4A;; UIV� L,1U�r . Product Approval enu>Product or 4L lication Search>A Nicatl Application Detail PERMITTING St.Lucie County, FL • c FL# FL239,24 Application Type Revision Code Version 2014 Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments i ' �Archived Product Manufacturer '�i'''` PGT Industries $' Address/Phone/Email _ 1070 Technology ve North Venice 4275 100 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 Irosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category ,- Windows Subcategory Single Hung Compliance Method Ce n Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(nfStandard) 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 lBu8CAEm... 8/29/2017 Florida Building Code Online Page 2 of 3 t Summary of Products FL St 1114cidel,Number or Name Description { 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes El 324 C_CaC tj SQS;Q7,pcif 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 II "_"05.0 .Of product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information..`,.S,; Created by Independent Third Party: Evaluation Reports i - Created by Independent Third Party: 239.2. ISH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:YesFI-239 R24 C CAC 15-061.2.12b.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(NOA)for FL239 R24 11 15-0612.12b. df 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 16-071 4.05.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A -, Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 it 16-0714.05.pdf Product performance information,°anc 's and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information:`-- Created by Independent Third Party: _ Evaluation Reports Createdby Independent Third Party: 239.4 =SH.=700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certincatiltytgee tificate Approved for use In HV s FL239 324 C Cr��^2fi-Bii•. df Approved for use outside HVHZ: Quality Assurance Contract Expir on Date Impact Resistant:Yes 021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(INCA)f FL239 R24 11 16-0714.06.pdf product performance information,anchorage details,and anchor type, erifled By:Miami-Dade BCCO- size,and spacing Information, Crea arty: Evaluation Reports r;. Created by Independent Third Party: 239.5 ISH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window 1 {Limits of Use - Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.0r.pdf { Approved for use outside FIVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714 01.pdf product performance inforrMdbii�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 SH,`800(Small Missile Impact) Multi-Story Aluminum Single Hung Window i 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 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 TI 16-0714.02.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information.- Created by Independent Third Party: i 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 i Approved for use In HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.pdf Approved for use outside HVkZ:Yes Quality Assurance Contract Expiration Date 11 Impact Resistant:Yes 12/06/2017 Design Pressure:N/A ..,r: Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239_R24 II 15-0612.11 LMl.odf product performance inform6ti6ii 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: 239.8 5_-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 SMT.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 II 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: i Evaluation Reports Created by Independent Third Party: 239.9 JSH=5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Y65 FL239 R24 C CAC 16-0714.04.pdf Approved for 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 1 Bu8CAEm... 8/29/2017 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions i Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 it 16-0714.04.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: j 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes. FL239 R24 C CAC 16-0714.03.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure:N/A .i, Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.03.odf product performance information,:anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing informatioh. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses'are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective Ortoher 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for bfficial communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department wlth`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: ® rCliack M Credit Card Safe r. �k http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 8/29/2017 I i MIAMI-ME; 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) i"—miamidade.eovleconomv PGT Industries,Inc. 1070 Technology Drive f North Venice,FL 34275 SCOPE: { This NOA is being issued under the applicable rules and regulations governing the use of construction E materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- y 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 Sectioti,(In;,Miami—Dade Cor ;and/or the AIIJ(in areas other than Miami—Dade County)reserve therrlght:to-'have;,this product,or. tested for quality assurance purpose's.if this product or material - - fails lu perfonii id 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 Iligh Ve DESCRIPTIONries"SH-700"Alum+n m Single Hung Window—L.M_I. APPROVAL DOCUMENT: ng a ung iB Window,Impact",sheets I through 11 of 11,dated 09/01/05,with revision F dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Mia roduct Control Revision stamp with the Notice of Acceptance number and ex • n date by the M, ave County rroae Control Section. MISSILE IMPACT RATIN rge and Small Missile Impact Resistant. LABELING: Each unit shall bear a Pennanen a lame 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 i no change in the applicable building code negatively affecting the performance of this product. i 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 thejob site at the request of the Building Official. This NOA revises NOAH 15-0519.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 1� NOA No.16-0714.06 MIAMI-DA®UNTY QI�/L!)�p Expiration Date: March 26,2021 !Jr valDate: August 18,2016 age 1 j 1 73 t PGT Industries.Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ! s A. DRAWINGS 1. Manufacturer's die drawings and scetions. (Submitted raider NOA No.05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum.Single Hung Window,Impact",sheets 1 through 11 of 11,dated 09/01/05,with revision F dated 05/15/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 i 2)Large Missile Impact Test, cr FBC ,TAS 201-94 3.-C clie`Wind Pressure Loadin er.FBC TAS 203-94 - along with marked-up drawings and installation diagram of aPVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS spacer system,Duraseal°spacer system,Super Spacer'NXTTM spacer system and XL. EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTI.-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by ldalmis Ortega,P.E. 2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 1. ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4957,dated 10/03/06,signed and sealed by Edmundo Largaespada, s P.E. (Submitted tinder NOA No.07 0322.06) 3. Test reports on:1)Air Infiltration Test,-per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single bung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test r Reports No.FTL-4958 and FTL-5063,dated 10/03/06 and 11/21/06,both signed and v sealed by Edmundo Largaespada,P.E. s (Submitted under NOA No.0 7-0322.06) 1 F S / Manuel Per !}E. `# Product Control Exasniher NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 E-1 i i 33 E . I - i i PGT Industries,Inc. 4 NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration'resting Laboratory,Inc.,Test Report No.FTL-4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted hinder 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, marked-up drawings and installation diagram of an aluminum single hung . ;.,• •, ., mss. _.,. - window,vrith-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 E along with marked-up drawings and installation diagram of an aluminum single hung 1 window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) g 7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 g ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.YrL4948 and FTL-4646,dated 08110/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) Manuel P ez, .E. Product Control finer ! NOA No.16-0714.06 E Expiration Date: March 26,2021 Approval Date; August 18,2016 E-2 1 i f PGT Industries,Inc. 1 NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED i C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'r' 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 l 1. Miami-Dade Department of Regulatory and Economic Resources(RER). MATERIAL CERTIFICATIONS yy 1. °�Notice 6f Acceptance No.14-0423.17 issued to Eastman Chemical Company(MA) i 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. i F. STATEMENTS ! 1. Statement letter of conformance,complying with FBC-51h Edition(2014),dated May ; 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. (Submitted under previous NOA No.1S-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. (Submitted under previous NOA No.15-0519.08) 3: Laboratory compliance letter for Test Reports No.FTL-4957,F 1'L-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitter)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, 4;4 Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. E (Submitted under NOA No.05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1 1. Notice of Acceptance No.15-0519.08,issued to PGT Industries for their Series S "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 07/09/15 and expiring on 03/26/21. �} I G Manuel Pe ex,I3.E. Product Control Exather NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August IS,2016 E-3 l v GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: SEE DETAILS ON SHEET 2) :2014 FLORIDA BUILDING CODE(FSC),5TH EDITION ASTM E1300�09 L NSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION fA5/16`.':LA M STING OF(2)LITES OF 1/8-ANNEALED GLASS WITH A,090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) -ALUMINUM DESIGN MANUAL,AOM-2010 0�!:�Sj -A SAFLE, 0"SAPLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) $AISI-SIDO-07IS2-2010 B,5M6"LAM[CONSISTING OF(1)LITE OF 1/8-ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A .090"KURARAY sumiTs'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX 0 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.6116"LAMI CONSISTING 9�(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A ,090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX0 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY BUTACITE OPVB(BY KURARAY AMERICA,INC.) OR.090-.'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16-ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7116"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED,GLASS WITH A.090-KURARAY BUTACITE OPV13(BY KURARAY AMERICA,INC.) OR.090"$AFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) SHEET G.13/16'LAM]IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAM]CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GENERAL NOTES. 1 .090"KURARAY BUTACITE'PVB F(BY KURARAY AMERICA,INC.)OR.090'SAFLEXOPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS............2 H.13/16"LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE DESIGN PRESSURES.......3 OF 1/8'HEAT STRENGTHENED GLASS WITH A!090`1 KU RARAY BUTACITEO PVB(BY KURARAY AMERICAINC.) ELEVATIONS 4 OR,090"SAFLEX!PVB INTERLAYER(BY.EASTMAN CHEMICAL COMPANY) - ! VERT.SECTIONS.............5 (1)LITE OF 1/8"TEMPERE j'U ',GLASSA1RSPACEAND 5/16"LAMI CONSISTING,'6F'i2-)'LITES'OF'-I/B-HE-AT'STRENGTHENED GLASS RIZ.SECTI WITH A.090"KURARAY BUTAC ONS BUTACITEPVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"P9PARTS LIST 6INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 6 . ' J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH A EXTRUSIONS... 7 .090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXOPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL..............7 K.13/16"LAMI IG;(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7116"LAM)CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE ANCHORAGE....................8-11 OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE®PVB(BY KURARAY AMERICA,INC.) - OR,090"SAFLEe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF$11611 HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13116"LAM]IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAM]CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090"KURARAY BUTACITEGPVB(BY KURARAY AMERICA,INC.)OR.099'SAFLIEe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W1 LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, 5.SHUTTERS ARE NOT REQUIRED, PRODUCT REVISED 0 mplyi.s ith she Fimidn Buil&g r.d. ,I, 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ",-C, 1, Dote 'awl 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4640,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. !­2bt ANSYAF&PA NDS FOR WOOD CONSTRUCTION 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). ............ 'j, 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED, p JR 16 F ADDED SPACERS TO SHEET 1116 I970 TECHNOLOGY DRIVE13p NOV GENERAL NOTES N.VENICE,FL 34275 .............. P.O.Box 1529 M IL -M ALUM.SINGLE HUNG WINDOW,IMPACT Fb_�ft oh. NOKOMIS. y - FL 34274 F-uui- Z. 2123107 S­WW NTS If, J­v 4040-20 1­� A.LYW&IIIIER,P.E. SH700 FL P.E.#58705 Parti Description Material ° 1 1 71 Kammeriing 4SG TPS Spacer System 72 Quanex Super Spacer nXT With Hot Melt Butyl See this ' 73 Quanex Duraseal Spacer Sheet for Materials 1/2"NOM. 1/2"NOM. 74 Cardinal XL Edge Spacer 41 GLASS BITE 44NGLASS 81TE REFERENCE TEST REPORTS:FTL-371"'N68.8970 70 37 37 1/8"ANNEALED OR HEA STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVIINTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HE T STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 8 ,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: � 71- EXTERIOR, INTERIOR` LAMI IG OUTBOARD`r 7-1 74. y a LITES MAYBE ,:_ .-,. '• (ALL SECTIONS) UPGRADED TO 3%16° WITH NO CHANGE IN "PVB"= DESIGN PRESSURE. KURARAY BUTACITE 1/2"NOM. 1/2"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16'LAMINATED 7/16"LAMINATED ARE E AIR SPACE 1/8"A NEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS 13/16"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' m;complying with The Fimida REINFORCEMENT Br"IrL"B COd" SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA A—p�,a,;"No' STRUCTURAL BUTYLENE 5/16"NOM. lxpiral Dalc STRUCTURAL SILICONE 3/16"NOM. 5116'N.M. SEAL POLYISOBUTYLEN 114"NOM' FOAM BUTYL& SILICONE SEAL Dy WITH DESICCANT ROLL-FORMED Miami C ade P,."_,Cun r WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS t�t;l;i tr;;rr ',YAC ;1•.....: INT.GLASS INT.GLASS INT.GLASS INT.GLASS KODISPACESUPER 73 DURASEAL@ XL EDGET' 71 4SG TPS 72 SPACER'DNXTTM SPACER 74 SPACER —2-4 JRA X05/16 R°F� ADDEDSPACERS. 01 ING DETAILS '•�' •" rya R° 1075 TECHNOLO 34."',E , "'•' ;•"'` N.VENICE,FL 34275 ������ AO .:i�;,'��•'' - •. "� "°"r°"" P.O.BOX1525 ='��� ALUM.SINGLEHUNGWINDOW,IMPACT �„ate, n �; NOKOMIS.FL 34274 VWbly Beuer ei °"' a""' `""` c.".4 A^' A.LYNN MILLER,P.E. F.K. 8/1/06 J.J. 1113x07 SM00 FUII 2 a 17 4040 ZO F FL P.E.#58705 --}-- / _ Sao 111 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT � GLASS TYPE 66" 66" 70" 72" 74" 76" MEETING RAIL 48" A,B,M +80.0 -80.0 0.0 -80.0 1+80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80,0 HT. A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 I 62" A,B,M +B0.0 -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 L X" S�H 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 UPTO631/8" C,D,E,F,G,H,I,J,K,L +60.0 -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 Wl HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT IRAIL WIDTH GLASS TYPE 383/8 44" 60 518" $3" 72" 74" 76" :A7EETIONGHI, 4g A,B,M +80.0 -80.0 +80 0 -80.0 +80.0 80.0 +80.0 80.0 +70.0 -70 0 +70,0 -70.0 +70.0 -70.0 T .1", "'- 60 A,B,M':'''•' `+80.0 50.0 +80 b ab.o +gG:O_f-4!0'6 +79.13.2-79.9 +70 0. =70'0 +70.0 -70.0 +70.0 -70.0 t ,•"X" S.SH "A,B,M' +80.0 00.0 +80:0 '-Bb.O +80..v 80.0 +76.9 -76.9 +700 -70.0 '+68.8 '-68.8 '+67.6 67.8 L 63118" A,B,M +80.0 -80.0 +80.0 -80.0 1+80.0 -B0.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 53118" C,D,E,F,G,H,I,J,K,1 +80.0 -80.0 +80.0 -80.0 1+80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 3. � BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) „O„ MINUS WIDTH I GLASS TYPE 1 17118" 1 2211116" 1 28 3116" 1 33 314•' 1 39 6/16" 4413/16" 1 50 318" 1 65 16116" - SASH 63118" 1 D,E,F,J,K,0Z© +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 I+70.0 -70.0 HT. HT. MEETING RAIL 01, S TYP S: TEST REPORTS TABLE 4. "x" SASH A.5/16"L FTL-4647,4648,4723,4957 6"LAM]-(1/B"A,.090,1/8"HS) FTLA647,4648 C.5/16"LAMI-(118"HS,.090,1/8"HS) FTL-4647,4648 D.7116"LAMI-(3116"A,.090,3116"A) FTL-4645,4885 E.7/16"LAMI-(3;16"A,.090,3116"HS) FTL-4645 PRODUCrecVISr:D F.7/16"LAMI-(3/18"HS,.090,3/16"HS) FTL-4645 as UMPI"J",rith if.PlcMde G.13/16"LAMI IG-1/B"T.AIR SPACE,5116"LAMI-(1/6"A,.090,1/8"A) FTL-4646,4723 0oi1 jing C°de n«�Pt,lo�e ne,l�•O 14.e� H.13/16"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(1/8A,.090,1/8"HS) FTL-4646 /T\ 1. irntGm Date ttL021 I. 13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) FTL-4646 / V By J.13116'LAMI IG-1/8"T,AIRSPACE,7MW LAMI-(3/16"A,.090,3116"A) FTL-4M.4650 / t./( AQimni')Ide I'm,[.t co,ru K.13116"LAMI IG-1/8"T,AIRSPACE,7/16"LAMI-(3116"A,.090,3116"HS) FTL•4649,4650,4958 I L 13116"LAMI IG-1/6"T,AIR SPACE,7/16"LAMI-(3/16"HS,.090,3116"HS) FTL-4649,4650 .. rt.6; .'•i. M.13/1818"A, "LAMIIG-1/8"A,AIRSPACE, 1 .090,1/8"q FTL-5063 " .•• •••:,':• NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRES RE OF+64.0 PSF OR WEIR AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DE CTING 1"FROM FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXI 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY ' Fewn By. Osla: RIHWaa: Oma»' �, I/•: 1070 TECHNOLOGY ORNEDESIGN PRESSURES ;•' '!':i">•', .; Ra Oats: Mabna: ,; ..• N.VENICE,FL 34775 rur �.• !; ..'l ':.•.��',,, P.O.BOX 1528 XT ALUM.SINGLE HUNG WINDOW,IMPACT -;, 'l L. ' NO.D.Bq FL 34274 Visibly Better a""'�""°` __ s"oe0 °i"t"°^'" r+a.: A.LYNN N LLER,P.E. vrewner. ogre: u+ane Delo: SH700 NTS 3 a1 91 4040-20 F FL P.E.#58705 F.K. 911105 J.J. 2/23107 531/8"MAX.FLANGED WIDTH 52118"MAX.I.F.WIDTH 49 5/8"MAX.FIXE D C-1 DLO(ALL) �� N1AX. / 1 75"MAX. �i 75"MAX. 75" C EE DLO I.F. A A I.F. TABLE / D—J HEI HT SEE DLO HEI HT SEE DLO HEIGHT �I / TABLE O j TABLE O j 76"MAX. 76"MAX. 76"MAX. FLANGED FLANGED FLANGED HEI HT HEIGHT HEI HT SEE DLO 3MAX TABLE X jSASH SEE DLO x EE SEE DLO X S E (MAX.) HEI TABLE — / NO E 4 TABLE / NO E 4 i 461/4"KW. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) B E 75,MAX.' 75"MAX. I.F. I.F. SEE DLO � HEI HT E—J HEI HT SEE DLO TABLE ' O j 76"MAX. TABLE O j 76"MAX. FLANGED FLANGED i HEIGHT HEIGHT PRODUCI'REVI56D 20" 20" as complying with the YN" SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH 8°'Irony Cude _ x�j HEIGHT HEIGHTj:r{} [Sy B aNi aAc Pnvfuct Cw DETAIL D DETAIL E (J VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) NOTES: i.......... .. �. 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. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. 1 c� / S,.I'6 err. eY• natx B.wior - a.°lom"' :l.-, 7j�. "vaa ey: i-i"", HNOLOGY DRIVE ELEVATI .N.VE NICE, A�� � "�7xT ALUM.SINGLE HUNG WINDOW,IMPACTP.G.BOX 1529, �, nm A.LYN<J IhILLER,P.E. NOKOMIS.FL34274 Visibly Bect- m F FL P.E.#58705 J.J. 2/23/07 SN7o0 NTS 4 11 404020 Fes-2.784"--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE O1 SASH. 26 27 NOTE:BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 _ 31 C4 CF# MAX. 2.710„ FIXED ] g OR 17 LITE DAYLIGHT 25 OPENING OUTSIDE 25 :. MAX FIXED LITE DAYLIGHT MAX WIDTH - -- SECTIONAA OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 ` 47 50 MAX. HEIGHT 21 2.948 � HIGH OUTSIDE I SILL 2.330 LOW SILLJ MAX. LVENT DAYLIGHT 49 HIGH SILL 4$ LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 6$ 2.710° I.F.FRAME (I raoDuc r 17>vlsEo 2853 I I ns—nplying with the MOA42 OUTSIDE I Buil4ingCadn 16.0 14A0 Acildina u dv ) 1.-�pifal' Date , 6 1;y 53 2.946" Vr,—i a Vm4uet C rut 2.330" (HIGH SILL) 63 L" tJ 52 (LOW SILL) SEE NOTE ABOVE 54 67 3 30 12 ONLY�LIFT 69 ULTRALIFT 12ONLY SECTION C-C SECTION B-BRADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) RmsC By. Oam: RCWivnA' ' SECTIONS ••:'c,;,��t.,,.. R Oele: ReN9oru: 1070 TECHNOLOGYDRIVE rm. ; ;'�;• �•:"-" N.VENICE,FL 34275 ��� il.. . • ,\ �" U°m' MWbnc P.O.BOX 1628 =�- ALUM.SINGLE HUNG WINDOW IMPACT NO.O.BO 134274 Vuibl Better 8d11fade1 �"°` e10Wvw R" A.LYNN MILLER,P.E. ore»ner. Nuo, Clmnto! a.m: 9 SH700 Half 5 11 4040-20 F FL P.E.#58705 F.K. 0/1/05 J.J. 2/23/07 ITEM DWa# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# I 4002A' FLANGE FRAME HEAD 612225 60-—1636 SCREEN SPLINE-.135 DIA HARE) 61635K 2 1156 #8 X 1.000 QUAD PN.SMS 781PQA 61 _SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612228 63 505 GLAZING CHANNEL(.688 X.500) 6533402 6 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 641161 #6 X 1.000 PH.BUGLE TEK 706XI 6 4004 FLANGE FRAME JAMS 612227 67 - GLAZING TAPE,1116 X 112-7/16 LAMI 62BVI510 7 4025 SASH STOP 612244 68__4051A ISASH BOTTOM RAIL(HIGH SILL) 64051 a 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 - I SILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI,(1/8'A.090 PVB,118"N 11 #6 X.750 PH.PN,SMS 7834AA -Tl—B.GLASS,5,116"LAMI,(1/8'A.090 PVB,l/&IHS) 12 BALANCE B6rroM BRACKET 7BALTBKT 8-2 C.GLASS,5/16-LAMI,(118"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 -83 D.GLASS,7/16"LAMI,(1/8"A.090 PVB,Ite-,N 15 - 1#8 X I PHILLIPS FLAT HEAD S.STL 78XIFPAX 84 E.GLASS,7/16"LAMI,(118"A.090 PVB,118"HS) 16 1080-1 1 BALANCE COVER,11116" 6BALCVR670 85 F.GLASS,7/16"LAMI,(I/8-HS,,090 PVB,1/8"HS) 17 4053 ISASH STOP COVER 64053 86 G.GLASS,13116"LAMI IG;I/8'T,.AJR.SPACE,511W LAMI,(11/8'A-090 PVB,1/8A) Ali,--m-492.9-1 SASH BRACKET 7ULBRKT j87_. H.GLASS,13116"LAMlIG;1/8"TAR SPACE.5116'!LAN.(118"A,.090 PVB,1/8'HS) -32Xl/2Y.cG; 48 PH.FH.TYPE F S.STIJ -48:,'1 GLASS'1,1116"LAMI RIV87 E,5116-LAM,0/8"HS,.00 PVB,1/8 7832Xl2FPFX- LL�� 5H TS) AIR SPADE, I 21.`. f4054c"=FIXED RAIL 640T4 �1890 J��GLASSP;13116"LAN IG; LAN,(3116"A� -q-— SPACE,7/16 .090 PVB,3/16 25 .090 I'VBA/16"HS) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13116"LAMI IG;118"T,AIR SPACE,7/16"LAMI.(3/16'A 1235 WSTP-170 X.270 BACK,FIN SEAL 67S16G 91 1 L.GLASS,13/16-LAN IG;1/87,AIR SPACE,7/16"LAM,(3/16"HS,.090 PVB.3/16'HS) 26 1096 SWEEP LATCH 71096 L 92 M.GLASS,13/16"LAM IG;1/8"A AIR SPACE,5/16"LAN,(liS.-A.090 P I/8"A) I 27 1016 #8 X.625 PH.FL.SMS 7858 —2,878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 WSTP BULB VINYL 6TP249 764- 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 .062 35 1622 LAMI SETTING BLOCK 3/32"X 25164"X 1 71622K I.E 30 36 1052 LAM IG SETTING BLOCK 1-X314-X 1/16- 71052K 1 L,---] 3. 55 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247WK .062 38 —1225 VINYL GLAZ,BEAD BULB(THIN) STP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS. 64039B FRAME,I.F.HEAD 42 404413 GLAZING BEAD,5116 LAM]W/GRILL 16T 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7/16"LAM 64222 45 985C GLAZING BEAD,7116"LAM]W/GRILL KIT 6986 FRAME, I.F.LOW SILL 46 4067 GLAZING BEAD,13116-LAMI I.G. 64067 —2.908 #4072A,6063-T6 47 4071A FRAME,LF.HEAD 640-71 48 072A FRAME,I.F.LOW SILLPRODUCrRrVIS13D 49 4073A FRAME,If.HIGH SILL 64072 1-2.374 �—mplyins with tha vkfi,12 64073 HAding Codo I -o 14. 50 4074E FRAME,I.F.JAMS 64074 No U Aute j 52 _4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .062 NOM 53 1088 SPRING,SILL LATCH(EGRESS) By_ 7SPRNG THICKNESS Mimi 4.Pwdmt lowm 64 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 4. 71 2.1 55 1014 SCREEN FRAME(NOR.&VER.) 61014 1 — ' 55 1630 SCREEN CORNER KEY WIRINGS .062 NOM 71530 THICKNESS IT 67 1631 SCREEN CORNER KEYWIOUT RINGS 71631 58 1073 RING 7CASP 59 24 SCREEN SPLINE-.136 DIA FOAM 61624K FRAME,I.F.JAMB 49 FRAME,I.F.HIGH SILL #40748,6063-T6 #4073A.6063-T6 (USED AS RADIUS TOP HEAD) .'-... �T mt. p --- PARTS LIST R-.W. 1070 TECHNOLOGY DRIVE -A9;TB—r Bm— N.VENICE,f134275 ALUM.SIM IMPACT P.O.Box 1520 w Fw—w uoa�fiy NOKOMtdFL34274 T-o(bly Better A.LYNN ER,P.E. F.K. 911105 J.J. 223/07 SH700 4040-20 F FL P.El 58705 I .FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 2 I.F.FRAME 1-2.784— .osz I II II 2.830 2.330 1.363 I .osz 6 or 50 O FLANGE FRAME HEAD I I 94002A,6063-T6 O FLANGE FRAME SILL (LOW) WELDLONG 1.749 3 #4003C,6063-T6 I 6 or 50 A SCREW BOSS(2) SEALANT OR GASKET AT' 2:710 1. HEAD AND SILL P 1 �► 513 —� 738 ; D62 490 040 v; I . 082.. I VIEW D-D VIEW E-E i.HL as�- �..:: (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION OFLANGE FRAME JAMB O #4025.6063-T5 17 #4053,6063-T5 r.050 #45 ❑ ' I�—�- (USED AS RADIUSUS TOP HEAD) � 1.185 RA .678 I�-2.279--�{ �—2.326 052 �9 1.096, 1.342 �--� RT_T I I I 41 GLAZING BEAD,5/16" #4039B,6063-T5 21.979 155. 1.707 [.0762—•062 � 31 SASH SIDE RAIL 1 062.+ #4008,6063-T5 8FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) 21 94054A,6063HD-T60 #4006C,6063HS-T6 #4007,6063-T5 050 .050 PI2UAUC7'RCVISED O GLAZING BEAD,5/16" Bscan:Plyingwith thBFlorhia .679 42 AafldingCude lG-o 14.Ob #40446,606AccaPlBucc Nn 2.326—^1 1096—{��� (USEDWlGRILL LLKIT) L'-Kpiml�nDBtc ,4021 J.062 GLAZINGBEAD 7/16"6 #4222,6063-T5 J 3.446 2.638 .683 .050 062 I �— _11I :I 678 1.097 oso�- 46 GLAZING BEAD,13/16"IG Imo-2.784—�I 1.115 FT O #4067,6063-T5 O SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" 69 FLANGE FRAME SILL(HIGH) 68 #aos1A,6063-T5 #985C,6063-T5 ` #4050A,8063-T6 (USED WI GRILL KIT) ::;` I`t�L6 ! Rewe BY• Oaw RaWbnr: '.."J.:''. �� " .' ':~ EXTRUSIONS&FRAME CORNER DETAIL sy. Bra: Re-' 1070 TEMMLOGYDRIVE �. •�, .,,.,i,` ,`� N.VENICE,FL 04275 .�,� / Oar: B.w as w,..: P.O,BOX 1520 �— ALUM.SINGLE HUNG WINDOW,IMPACT !1 NO.D.Bo 134274 VLribly Better °""''6i°°` �"°` 01x`"°"" wx A,LYNN MINER,P.E. BAwn nr. Bxw cnaaxae.Bma' 9H700 H.1f 7 ^r 11 404020 F FL P.E.#58705 F.K. 911105 J.J. 2123107 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDO 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: p U U p U U p U U p U U p U U p U U p U U p U U 2 ANCHOR LOCATIONS ARE BASED ON THE M O N Z Z M p N Z Z M 0 N Z Z c U N Z Z M N Z Z co O N Z Z M O N Z Z M O N Z Z WINDOW GLASS �U U UcjO O�Octi0 L) U O�OciU O�zo c'- O` UciO O�OriU O�Oc'iL) 0U O�� FOLLHEADO811NG DIMENSIONS. 112"MAX FROM TOP CORNERS WIDTH TYPE 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 JAMBS-17 1/2"MAX.FROM TOP CORNERS _ 15"MAX.FROM BOTTOM CORNERS �_. _... .._.. _ I _ - - .. __..__ .. .. 6"MAX.BELOW MTG.RAIL H,I,J,K,L 11211111 1�1 1 2 1 1 1 2 2 2 1;2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2,2 3 3 19.125 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED AB,M 1 1 2 1 1 1!1 1 2 1 1 1 2 2 2 1�4 2�2 2I 2 2I 2 2I 2 2 2 2I 2 2I 2 2 2 2I 2 2I 2 2I 2 2 2 2I 2 2�3 2 2 3I 3 3..INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. ES USING THE DIMENSIONAL CRITERIA OF QUANTITIES _ .. H,I,J,K,L 1 2 1l1 112 1 2 1'2 1 2 2 2 1 2 2 2 2;2 2 2 2 2 2I2 2I2 2 2 2 3 2 2 2 2 2 3 2 2 2�3 3�3 212 3�3 24.000 1 1 ". 1 1 1 1 1 1k2' 1 11114.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED AB'M1�2 1I1 .1 2 1 2 1�2 tj.2 2>2 9�2 2 22 2C2 2�2 212 2�2 2j2 2-3 2 2 2 2 2 3 2�2 2 3 3I3 2j2.313 A EI"LESSINDOWS. INTEGRAL FIN DIMENSIONS r. 2 1 x[f Z 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: 1121112 2 2 21 3 1 2 2 2 2'3 T 2'2'3'2 3 2 2 21 3 2�3 2�2 2 3 3 3 2'2 `3 t 3 3I 4 3 2 3�3 3 4 3�3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A,B,M ... -- MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 12' 1 2 2j2 2 3 1�2 212 213 1�2 2�3 2�3 2�2 2 3 2�3 2I2 2 3 3 3 2 2 3I3 3 4 3�2 3i3 3�4 3�3 4�4 oFANCHORS SHOWN INBOLD. OTHERWISE,THE C,D,E,F,G, 1 1 1 1 1 1 THE 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN H K, 2I2 112 2I2 2 3 1f 2 2''3 2 3 2 2 2 3 2 3 2 2 2 3 3 2 3 3 3 3 4 3 3 314 3 5 313 4 4 PRESSURE FOR 3 .0001. 1. RESPECTIVE SIZE AB 1 1 1 1 1 1 2 1 1 2 1 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 2;2 1�2 2121213 112 213 2I3 2,2 21'3 2 3 2�2 2,3 213 2I3 2 3 3 2�3 313 3 4 3�3 3j4 3�5 3j3 4�4 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2 2 1 2 212 2 3 2i2 E�3 2 3 2 2 2 3 2 3 2 3 213 2�4 2I3 3 3 3 4 2 3 3 4 3 5 3I3 3 4 4 5 3 3 4 4 2 2 2 2 2 2 . 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB'M 2 2 1i2 2I2 2I3 2i2 213 2�3 2�2 213 2j3 2�3 2I3 2j4 2�3 313 3i4 213 314 315 3�3 3;4 4j5 313 414 PSF 79 TABLE KEY: C,D,E F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 2 212 2 2 2 3 2 2 2�3 2 3 21 2 3 3 2 4 2(_3 31 3 -314--"-2'1.-3 313'1 31'412-1-313-'1 4 3 5 3 3 314 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 as c_Plyhtg with the Florid. AB,M - __l__12 _ _ ... _ _.1.. _ - , . .. HEAD 2 n„adinscod. 222122213222i3232�233242�33133142�33331423 3 4 315 313 314 415 314 415 JAMB ABOVE 2 3 A..pt. oNol •o ail PSF 79 79 L.thvf t Dotc MTG.RAIL R � 1 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 JAMB BELOW Miami R&Prodtmt Comrol 48.000 H,I,J,K,L 2 2 2*2 2 2 2 3 212 2 3 3 4 2I 3 313 3 4 2j 3 31 4 314 2I 3 3 4 3!5 3�3 314 3 5 3 3 415 4j 6 3 4 51 5 MTG.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 2 2 212 2 2 2I3 212 213 314 2I3 313 314 2;3 3141314121'3131.4 3 5 3L3 34 3I5 3I3 4{5 4 6 314 515 (FULL DP) tt:tl;In:. PSF 72 79 79 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2!3 53.125 H,I,J,K,L 2 2 2I2 2 2 2 3 2i2 23 3;4 2I3 3�4 3j4 2,3 3 4 3!4 3�3 3I4 3!5 3�3 4I4 4�6 3 4 4j5 4i6 3 4 5 6 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 JAMB BELOW AB,M -- - - . . _.. --r - .... _ - . .. . _ ,_ MTG.RAIL C{ 6f 2 2 212 2T2 2 3 2-12 213..31'412- 3 314131412'"3 314 3;4 31313 4 35 313 414 415 3j3 4�5 416 3`4 415 x`116 Rowel BY• Bah RMnbnC � �'f � •� ANCHORAGE SPACING, 1/1 WINDOWS R Ma: Rnryww.. 1070 TECHNOLOGY DRIVE '. :.. N.VENICE,FL 34275 , R y. WW RONtlo,u.• PG7- ALUM.SINGLE HUNG WINDOW,IMPACT "'• .` P.O.goxtszs s,, ,� Rm A.LYIt/IS'tv411LLLR,P.E. omw By �W LAW"dB NOKOMIS.FL 34274 Visibly Bates F F.X. 7/29/05 J.J. 2/2x/07 SH7o0 NTS 8 11 4040-20 FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 3-#12 SCREWS ANCHOR TYPE. rjj U U ❑ U U ❑ U U ❑ U U O U U ❑ U U ❑ U U ❑ U U 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS z zqo z Zcno Z zm z Zcli z Zc�O z Z ZNO'-O NONO�Oc�iONO�ONONO'-ONONO—Oc�iONO`-O c�i `� `-WIDTH TYPEUU U U U U � U U U U U U HEAD-18 1/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 , ._-_ .. .._._.. . .. ._. 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 111 1 1 212 211 2 2 2 2 2 1 212 2 2 2 2 2 2 212 2 2 2 2 2 2 212 2 2 3 2 212 312 3 2 2 2 3 2 6"MAX.BELOWMTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED LH,I,J.K,L 111 1 1 1 l.'21:2.21 i 212 21212l-1 212 212 212 2 2 2 2 2 2 212 2.2 2i2 212 31212-12-.'31-2 312 2 2 312 I � 3.INSTALL PER THE ADJACENT TABLE ANCHOR 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 1 1 1 1 1 1 21 2 1 1 2 11 2 212 2 2 2 2 2 2 2 2 2 2 212 2 2 3 2 3(2 212 3 2 3 2 2 2 3 2 32 2 2 3 2 4,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1111111 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS' 11111 1 1 2{21.11 2}.22'2212222122222222123123;-2,21� 32312212323122232 ARE SS. 1"LE{ §8' ` . 77PRES aURE LIMITATIONS: , 1 1 1 2 1. 1 SIZE BLOCKS OF THE ADJACENT TABLEN WITH A " BOLD ITALICIZED VALUE ABOVE THEM,1 DICATE'W 32.000 H,I,J,K,L 1 1 1 1 1 1 21 2 2 2 212 2 3 2 2 212 3 3 2 2 3 3 3 3 3 2 3 3 313 2 2 3 3 413 3 2 4 3 41 3 3 2 41 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY ABM —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.OTHERWISE,THE 1 1 1 1 1 1 1 2[.2..2-12 212 213 2 2 2 2 3 3 2 2 3 3 313 3 2 313 313 2{2 3 3 413 312 413 4{3 312 413 MAXIMUM DESIGN PSF 59 67 711 PRESSURE FORTH C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 RESPECTIVE SIZE AND GLASS TYPE IS 37.000 H,I,J,K,L 11 11 11222122122322233322 3333334133133123343324134;432 .4 AVAILABLE. 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 L A'B,M 111 111 2221122:22(3 212 213 3 3 212 3133133I3A133;33123341332434'[432413 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1 1 1 1 1T, 2 2 21 2 212 21 3 212 3.3 31 3 212 31 3 4 3 31 3 4 i 3 313 31 3 413 4 4 31 3 4 11 3 4;4 31 3 51 3 ABM _21 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 1111122 -21212'1 2 213 212 3;3 313 2 2 313 4(33134'33133134{3414334!34':4313513 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 --_ _i. ..._... _ __._ (DP LIMIT D) 117 PRODUCTREVISED 44.000 H,I,J,K,L 11111122212223132123133142333443134i344334344334134;433514 HEAD 3 �c�,,Plyln�.v[muwt=lutao 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 BuildngCode A,B,M -21-212JAMB ABOVE 3 3 Acupnncct4ul O 14.CXo 1 1 1 1 1 1 ;2 2 2 313 212 313 314 213 313 414 313 41314-14 313 413 414 313 4,3 414 313,514 tuck Dcce a 2D2f PSF 45 74 51 74 79 79 MTG.RAIL JAMB BELOW C,D,E,F,G, 2 2 2 _2 2 2 2 2 2 2 2 2 3E4,14 2 2 2 3 2 2 3 2 2 Mianl ,dcProducCConiin(/ 48.000 H,I,J,K,L __j_1 1 1 1 1 2 2 212 2 _fl_3T_3 3 212 313 314 313 313 414 414 3 3 414 414 413 514 414 413 514 MTG.RAIL A.B.M 1 1 1 1 1 1 2 2 2 i 2 2 2 3 3 2 2 31 3 314 31 3 3 3 4 4 2 2 2 32 P 3 2 ,2FULL DP2 2 2 2 2 2 2 2 2 2 2 2 3 414 313 414 4�4 413 514 414 4 3 514 �� PSF 41 67 46 67 76 79 HEAD 2 C,D,E,F,G, 2 2jf_12_F2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 2 53.125 H,I,J,K,L 1 1 1 1 2/2 2 2 3 3 3 3 3 3 414 3 3 414414 313 414 414 313 414 5115 4 3 5`4 51 5 4 3 5 4 J MGB'BELOW2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3A,B,M _ --r - . _ _ . ....i - - -, I , , � MTG.RAIL 2122(-2333133!34/43344414334144.4 313 4 4 514 413 5'45/'44;3514 Ran46y Only: RWkn: meap9m' P T ANCHORAGE SPACING,STANDARD VIEW I o.ee 6Y m,a: RONWnc 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 iAs: •:' '�"'1 •",•'' I mm Rw4an: _.T— ALUM.SINGLE HUNG WINDOW,IMPACT P.O.IS, L34 a.a»�,ad �, a ,� 0-ft, Rx A.LYNN MILLER,P.E. I Orem,sy: mm: cnoauea cwr. NOKOAIIS,FL 34274 visibly Better F F.K. 7/29/05 J.J. 2/23/07 SH700 NTS 9 m 11 4040-20 F FL P.E.#58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: 0 U U o U U ❑ U V o U U o U U o U U o U U o U U 3-#12 SCREWS m 0 Z z�?O z z r?O Z r.Z m 0 z Z O Z r.Z�'?O Z Z r`?O Z-z m 0 z r.Z 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING WINDOW GLASS O`�O O N O`� O O N O N O O N O `�O O N O N O O N O c'O O N O N O 0 1�O N 0 O DIMENSIONS: WIDTH TYPE - U U U U O U ?� O U U U U U U U U U 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 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS - 11 112"MAX.ABOVE THE MEETING RAIL K,L 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 24.000 ELOW MTG.RAIL D,E,F,J, 1 1 1 ? 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5"MAX.FROM ROM OTT M CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D,E,F,J, 1 1 1 1 1 1 2 _1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE K,L 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 6.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW __ _. - - - WINDOWS ARE 12 518"MIN.TO 38"MAX. K,L 1 1 1 2 2, 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40 000 D E F J, 2 2, 2 2 2 2 2 7 2 2 2:• 2 .2 2 2 2; 2 2 2 2 2 2 2 2 1"LESS: - --- y, KL 1 -1' 1 2 _2• 2 3, ,3, 3_ ,4•.-' 3 4 4' 3'. 41 ._4, 3 -.5 A-' •4:" 5 `'S 4 8 6 DESIGNPRESSURELIMITATION§: ' SIZE BLOCKS OF.THE ADJACENT TABLE WITHA BOLD., PSF 79 76 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F,J, 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS _ _ .. _. K,L i I 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSFJ 78 1 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 _2 2 2 _2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 GLASS TYPE IS 2 3 2 2 RESPECTIVE SIZE AND _ -- -. �_ K,L1 1 1 2 2 2� 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSFJ 71 1 79 63 71 79 64 74 66 77 69 69 TABLE 7.KEY: 53.125 D,E,F,J, 2j_2 2 2 2 2 __3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1� 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6� 6 5 7 6 5 7 � •PSF (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING'RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 MTG.RAIL SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 1 21.776 1 24.776 1 27.776 30.776 1 31.106 FULL DP ANCHOR TYPE. ❑ o ❑ o U O z Z 0 Z ZmO rO Z ZMO ZMO Z ZmO Z Z 2 N � cN NZZ ❑ vU ❑ NUv ❑ NHEAD WINDOWC,f O O OOO WIDTH U LU U ❑ L) OO O L) JAMB ABOVE 4 PRODUCT REVISED 19.125 1 1 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL u-plying x•Iih the FlmdR 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 13uild,$Code ^_ Accopinncc lJo) 'O I riJ�{o 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 I cp10,1 m Dn1e 21 37.000 79 13; , 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 TABLE 8.KEY: mlin,n, de Pr ulucl Co0> 74 MAX.PSF ✓ 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 112 68 78 JAMB BELOW 2 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MfG.RAIL '! _ 48.000 63 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DP 1'•' 73 58 66 72 JAMB BELOWe 53.125 2 2 2 2 2 2 3 3 31 4 1 3 4 4 3 4 1 5 3 4 5 3T5 5 3 5- MTG.RAIL U 1 Ran48Y• Orb: ReWbts �`;�li� •' 7,('`�" 10707ECHNOLOGYDRIVE ANCHORAGE SPACING,CUSTOM VIEW / ";�..�••.•,;•:°:;:•�` ;:,. N.VENICE,FL 34275 ', RY E-7,11:1lt-1.17 .� ALUM.SINGLE HUNG WINDOW IMPACTP.D.BOX 1529 ,, R. A.LYNN MILLER,P.E. vz;;_sY �,e: NOKOMIS,FL 34274 Visibly Becterm 11 4040 20 F FL P.E.#58705 F.K. 2/23/07 sH700 NTS 10 NOTES: EXTERIOR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAILS) WOOD ANCHOR APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-3/4"MIN.EDG (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1 3/4". CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 4) ( NOTE 1&3j1"MIN.EDGE 1/4"SS4 CRETE-FLEX. 3.35 K I MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. CON RETE 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE "'MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE IN.,1/4"CRETE-FLEX 1 3/8" INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIO AL 1x o . 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE MIN. WOOD LICK 1 _ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NO 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4° 1/4" 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX MAX OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHI SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET TAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS ICAL FLANGED HEAD ANCHORAGE MAY BE USED. A-FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT-FOR,MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 318 MULL-THROUG4 TriE FRAME USING THE>=L 41]1 FRAME ANCHORAGE REQUIREMENT i';• MIN, ti MIN. r:- 1 gy%A'NCHORS ARE NOT RE�UI§ED-AT $ILL 61`FLANGED UNITS. 1 "MAX.SHIM 1/4"MAX.SHIM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT .��. I O WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 1-3/4"MI EDG 1"MIN.EDGE EDITION. IfIIiMUtC+ ONC TE ANCHOR, 11 WOOD ANCHOR, i H BEL W MEETING FH BELOW MEETING IL.(S E NOTE 1&3) I RAIL.(SEE NOTE 2&3) .35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) • L1x BUCK TIONAL WITH SOLID CONCRETE 2x WOOD BUCK EXTERIOR O SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) 15 DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" ••e-5/8"MIN.EDGE 2-1/2"EMBEDMENT MAX SHIM 1/4 1 —WOOD FRAME MAX. rRnDUCP IiI3VISE0 — _ SHIM .m1plying"ith0.Flraw. Ilnil4iug Cmk WOOD FRAME J17 5/8"MIN.EDGE AacpmuccNo(4'O7Iq'•O� — .131"DIA.MIN. F.zpintion Dalej 2-1/2" M EDMENT RS! x 2 1/2"NAIL, B 131"DIA.MIN. AT CORNERS y � AND 5"O.C. 1— Minmi Uadc Product tout x 2112"NAIL, _ WOOD FRAME AT CORNERS AND 5"O.C. 51 OGE , 131"DIA.MIN. O 114" x 21/2"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 �11(1/6 pond By Oep: ReWbns ANCHORAGE DETAILS Y+ ReNmau: 1070 TECHNOLOGY DRIVE . N.VENI.E.,L34275 �'' �.',Jj,f;'•, ••..••• oeb Re Nr me �� ALUM.SINGLE HUNG WINDOW,IMPACT P.O.eOX 1520 sdx"xwe.c �,,. 81,,,c �,, Ret A.LYNt UILLER,P.E. omw"er. oam: a,edrede Oeb: NOKOMIS,FL 34274 Visibly Better SH700 NTS17 er 11 4040-20 F FL P.E.#58705 F.K. 9/1/06 J.J. 2123/07