Loading...
HomeMy WebLinkAboutProduct Approval Y . S Florida Building Code Online Page 1 of 3 _ E y SCIS Home Log In User tL=gistmtion 1 Hot Topics Submit Surcharge Stats&Facts Publications FSC Stag,i DCIS Site Map 'Links I•Search Floridad Product Approval ` r - USER:Public User Product Approval Menu>Predu_t or ADDlication Search>.Application List>Application Detall FL n FL239-R25 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived _ Erive Product Manufacturer PGT Industries ILE L- ,:�9OPYAddress/Phone/Email 1070 Technology --— North Venice,FL 34275 RECEIVE© (941)486-0100 Ext 22318 druark@pgtindustri'es.com JUN 2 4 2019 Authorized Signature Jens Rosowskl jrosowski@pgtindustries.com ST. Lucie County, Permitting Technical Representative Jens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustr*ies.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/08/2017 Date Validated 12/20/2017 Date Pending FBC Approval .https://www.floridabuilding.org/pr/pr_app_dtl.aspx?para==wGEVXQwtDquS 1 Bu8CAEm... 2/20/2018 t Florida Building Code Online Page 2 of 3 Date Approved 12/25/2017 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063002.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 Ir 17063002.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063007.r>d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17053007.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 39.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063008.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 11 17063008.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063003.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 Il 17063003.ndf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063004.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063004.1)df (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1=239 R25 C CAC 17063006.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 11 17063006.Ddf (NOA)for product performance'information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-5500(Large Missile Impact) Vinyl Single Hung Window haps://-�vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/20/2018 r ; Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063005,ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ImpactResistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063005.odf (NOA)for product performance Information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Glair Stone Road,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an WEED employer.CopyriOht 2007-2D13 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaik 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 t�Approval Accepts: EM W:J F9_41 09 M CredK Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS l Bu8CAEm... 2/20/2018 C M IAMI•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wa-v.miamidade.Qov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform.in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High V Hurricane Zone. DESCRIPTION: Series `SH-70 "Aluminum Single Hung Window—L.M.I. APPROVAL DOCUME : Drawing No. 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 tn through 1 I of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for.inspection at the job site at the request of the Building Official. This NOA revises NOAH 16-0714.06 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. NOA No. 17-0630.08 r�taMt t»a o3urrry O Expiration Date: March 26,2021 Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRANVINGS 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 G dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,-Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, DuraseO 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 FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fm frame, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-4957, dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) Manuelere P.E. Product Contro Ex finer NOA No. -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMMED B. TESTS (CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, 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 along with marked-up drawings and installation diagram of an aluminum single hung window,with fm frame, prepared by Fenestration Testing Laboratory,Inc., Test Reports No.FTL-4647 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4646 and FTL-4648,dated 08/10/05 and 08/11/05'respectively, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) Man el ere P.E. Product Contr 1 Exa finer NOA No. 7- 30.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. " CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5' Edition (2014)and FBC 6"Edition (2017), dated 06/22/17,prepared by manufacturer,.signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifoi®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition(2017),dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646,FTL-4647,FTL-4648, FTL-4649,FTL-4650, and FTL-4723, 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,P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06,issued to PGT Industries, Inc. for their Series "SH-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and expiring on 03/26/21. itu r z,P.E. Product Co ami rol Ener .NOA XQ. -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(FBC,8TH EDITION OR CA 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) -ASTM E1300004BUIL0ING CODE(FBC),67H EDITION •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION A.5/16'LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-KURARAY TROSIFOL!PVB(BY KURARAY AMERICA,INC.) •ALUMINUM DESIGN MANUAL.ADM-2015 OR.090"SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) -A Sl 5100-12 B.5116"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A •Also 300-10 •090'KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5116'LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/10"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090"KURARAY TROSIFOL10 PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX Q1 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 E.7116'LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A GLAZING DETAILS............2 .090'KURARAY TROSIFOL°PVB(BY KURARAY AMERICA.INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 F.7116"LAMI CONSISTING OF(2)LITES OF 3/18'HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL 0PVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 G.13116"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 HORIZ.SECTIONS............5 .090'KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6. H.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS....................7 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOIT PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL..............7 OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 I.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIRSPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOLPVB(BY KURARAY AMERICA,INC.)OR.09D-SAFLEe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.13/16"LAMI IG:(1)LITE OF 168"TEMPERED GLASS,AN AIRSPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3/10"ANNEALED GLASS WITH A .090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K.13116'LAMI IG:(1)LITE OF 1/0"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE Metedel Min.F. Min.F OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL' PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksi 120 ksl OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UltmCon® 155 ksl 177 ksi L.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS.AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090'KURARAYTROSIFOL PL�VB(BY KURARAY AMERICA,INC.)OR.090°SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco CreteFlex4D 127.4 ksi 189.7 ksl M.13/10"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIRSPACE AND 5/16'LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A 6063-75 Aluminum 16 k51 22 ksl .090"KURARAY TROSIFOL 0PV8(BY KURARAY AMERICA,INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 36 ksl 58 ksl Gr.33 Steel Stud 33 ksl 45 ksl 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES 1-3,SHEET 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. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 4.ANCHORAGE:THE 33 1131%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FORANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED ..mr,lyiuB with the Florida Buildiog Cod. 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. �7'a a DS i.ti->n DaI y4D2.! 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4648,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. nY ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Mime Dade Product ALUMINUM DESIGN MANUAL ;111111 I I I 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). _*: No.58705 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. ^'0'. �/' -•yr ���'• STA OF 1070 TECHNOLOGY DRIVI - N.VENICE,FL 34275 GENERAL NOTES %��`5' ••'.`?ORID�.••'G�� (941)480-1600 CERT.OFAUTH.02929B ALUM.SINGLE HUNG WINDOW,IMPACTAL1���` 75JJR 084)(V17 O UPDATED ANCHORAGE TO FBC 2017. .orrRic"rn�on svretac emr a.,wonv. rm,: A.LYNN MILLER,P.E. K B/1R)6 J.J. 7/13/07 "criunusmicR.wc: ® S. NTS 1 s 11 4040-20 G FL P.E.#58705 F. ALl R13M9RFYRVEO - Part 11 Description Material 1 O— 71 Kommeding 48G TPS Spacer System 72 Quanex Super Spacer nXTwith Hot Melt Butyl See this Sheet for 73 Quanex Duraseal Spacer Materials 112"NOM. 1/2"NOM. 74 Cardinal XL Edge Spacer 41 GLASS BITE 44 GLASS SITE REFERENCE TEST REPORTS:FTL-8717,8968&6070 70 37 70 37 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7116'LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16 LAMINATED GLASS 83,84 or 65 NOTE: EXTERIOR INTERIOR LAMI IG OUTBOARD X 71-74 a _ LITES MAYBE (ALL SECTIONS) UPGRADED TO WITH NO CHANGEIN•PVB"_ DESIGN PRESSURE. KURARAY TR1/2"NOM. 1/2"NOM. PVBINTERLAYER GLASS BITE 46 GLSS BITESAFLEXPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 118ANEALED OR HEAT STRENGTHENED GLASS 3/16"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 5116"LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED 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 7 ALUMINUM SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL BUMENE 5118"NOM. sP.ODLICI'RLVI5EQ SILICONE 5/18°NOM:- Ste- .»rnptyingwith lha Florido STRUCTURAL 3/16•NOM. / V—INT.GLASS LICONE SEAL 114"NOM. FOAM BUTYL& !3uitdiu;CnAe POLYISOBUMENE WITH DESICCANT ROLL-FORMED AcccplN,csrlo / .D$ WITH DESICCANT DESICCANT FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS/�-INT.GLASS INT.GLASS INT.GLASS P��;••' 1,10ENSF• �((�il KODISPACE ,2 SUPER DURASEAL® 7o XL EDGE'"" =7t:' No.5870S '1 ,1 4SG TPS SPACER�NXT'" 7a SPACER SPACER = Ar *_ 1070 TECHNOLOGY DRIVE � (�S''•.�<ORIDA,••'•�C��`� N.VENICE,FL 39275 GLAZING DETAILS (941 CERT.OFAUTH.029298 ALUM.SINGLE HUNG WINDOW IMPACT '�1,�NAL 1ti111� JR OtWB"17 O NO CHANGES TH/S SHEE7: wrvawrcrom," ate°° °� Bii° °.`"vw R..: A.LYt 1 MIL��R,P.E. - c.m. RcrmooSMES.M. ® SH700 Full 2 , 11 4040-20 G FL P.E.#58705 F:K �1/t16 J.J. 7 &V7 N.L R!GMTS RE9ERVE0 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "0" WIDTH GLASS TYPE 63") 6S.. 68- 70" 72" 74" -76" 48" A,B,M +80.0T-mo +80.0 -80,0 +80.0 -m 0,0 o +8 -80,0 +80.01 -aa +$p•0HT o + o 1 .80.0 +80.0 -80.0 MEETING RAIL "I'll . 50" A,B,M +80.0 -mo +80.0 -80.0 +8().0 -80,0 +80.0 -80.0 +80.0 -80.0 +80.0 -80,0 +79.0 -79.0---- - I 62' 8.8 _1,3. - A,B,M +80.0 -80,0 +80.0 -80.0 +80.0 -80.0 +80.0 -800 �+78,8 -78,8 E+77.3 -77.3 +75.9 -75.9 'X" SASH 769 .75 53118" A,B,M. +80.0 -80.0 80.0 -80,0 +79A -79,6 +78,2 -78.2 +76.9 -769 +75.4 -75.4 +74,0 -74.0 +.,t +so. 000 . . +80.0 -80.0 +80.0 -80.0 +80.0 -00.0 +60.0 .00.0 +00.0 so n +80.0 UP T0531/8"1 C,D,E,F,G,H,I,J,-EL 1-+80 0 -70"10�s + STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS -W IX4 WINDOW HEIGHT WIDTH GLASS TYPE 38 7-C' all A,B,M +80.0 1 -Sox +80.0 -80.0 +80.0 -80,0 +80.0 -80,0 +70.0 -70.0 +70.0 -70.0 +70,0 -70. HT. -MEETING RAIL -0 +80.0 -80.0 +80.0 ---70 1-+80.0 -80.0 +79.9 -79.9 501, A,B,M +80.0 -80 +70.0 .70.0 +70- .0 -70.0 +70.0 -70.0 +80. +".o +--- --- --- 62" A,B,M +80.0 -80.0 +80.0 -80.0 1+80.0 -ao.0 -68.8 +67.6 -67.6 "X" +80.0 +80�, 63 118" A,B,M +80.0 --80.0 +80�O -80.0 1+80-0 -00.0 +75.01 -75.0 +1 -66.7 465.5 -65.5 +8" JUPT063f/g", C,D,E,F,G,H.I.J,K,L +80.0 -oo.0 -.� - 1 - -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS VV/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH 76"FLANGED AND 76"INTEGRAL FIN) MINUS WIDTH GLASS TYPE 171/8" 1 2211/16"' 1 28 3116- F 33 314' 1 396/1-6" 44136" 151161, SASH D,E.F,J.K,O& 6- 53 1/8" +80�0 -8- -86-0 1 -ftl)1-80-01 -80.0 1+KO -80.0 1+70.01 -70�O 1+70.01 - 60 55 HT. 0.0 1+ 311 11 �170�070 1 MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "X" STH A.5/16"LAMI-(1/8"A,.090,1/8"A) FTL4647,4648,4723,4957 B.5/16"LAW-(1/6-A,.090,1/8"HS) FTL4647,4648 C.6/16-LAMI-(1/WHS,.090,1/8-HS)_ FTL4647.4648 D.7/16-LAMI-(3116-A,.090,3/16"A) FT1.4645,4885 E.7/16"LAMI-(3116-A,.090,3116"HS) FTL4645 F.7116-LAMI-(3/1 G.13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/6"A,.090,1/8"A) FTL-4646,4723 H.13116"LAMI IG-118"T,AIR SPACE,5/16"LAM]-(1/8-A,.090,1/8"HS) FTL-4648 Ra m"llying with the FLVW I. 13f16'LAM]IG-1/8"T,AIR SPACE,5116"LAM[-(j18"HS,.090,1j8-H5) FTL-4646 Duildig Ca. Avmptmm 1 13/16"LAMI IG-1/8"T,AIR SPACE,7/16-LAMI-(3/16-A,.490,3tlS"A) FTL-4649,4650 c",i,.d I K. Is I IG-1/8"T,AIR SPACE,7/16"LAM]-(3116-A,.090,3/16"HS) FTL4649,4650,4958 T?v I L.13/16"LAMI IG-1/8"T,AIR SPACE,7115-LAMI-(3116"HS..090,311 6"HS) FTL-4649,4650 Mi-i W.Product %J1111111 M.13116!'LAMI IG-I/8"A,AIR SPACE,5/16'LAMI-(1/8"A,09D,1/8"A) FTL-5063 ,� AD., \ NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SH PRESSURES ARE UNEFFECTED. OWN IN THE TABLES. NEGATIVE DESIGN 3,AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 510"MINIMUM TO 38"MAXIMUM. -TO-TIP FRAME DIMENSIONS. 0.5 70 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP :6 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY 0. 5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP E 1070'rpc*jm0L0Gy,,R,jvr 0 LIMITATIONS. N c NEN1 E,rL341) DESIGN PRESSURES 4c, (941)4804600 !�%R ffim ISS 7MS SHEEr. CERT.OFAUTKALUM.S O20296 UM.SINGLL E HIJAIG WIIVD�O�W,IMPA rT IVA L e.\_\ D-ar I CWyR*"T*201T F.K. $HMO NTS 531/8"MAX.FLANGED WIDTH _ 52 1/8"MAX.I.F.WIDTH, 45 5/8"MAX.FIXED DLO(ALL) D C+ l /rJ 175"MAX. - 75"MAX. i I~1��� 75"MAX. SEE DLO Q jf LF. A A LF. I P TABI F D.-J HEIGHT SEE DLO �. HEI HT U J SEE DLp i HEIGHT TABLE O %/ TABLE O � 75"MAX. 71'MAX. 7fi'MAX. FLANGED FLANGEDFLANGED 11_ 38 x`16" HEIGHT —— HEI HT HEIGHT SEE DLO f/ MAX. `T TABLE X SASH SEE DLO f, SEE SEE DLO i tET (MAX.) X HEt HT TABLE / NO E4 TABLE X f�� N S E 4 481 " / T°Cp(ALL)— DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) B £--� /r \� 75"MAX. i1 I 75"MAX. I.F. I.F. SEE DLO I HEI HT E-+I HEIGHT TABLE SEE DLO O j TABLE 0 /v 7G"MAX. 76"MAX. FLANGED FLANGED HEIGHT ! HEI 3HT SEE DLO TABLE X ( SASH SEE DLO kBtmE X SASH HEIGHT HEIGHT I+R01}UCT tt6visED ._ ns cmnpfping wi0t 0*FbIda B fluildmg Code Accepgmca No/ - (030'Q DETAIL D DETAIL E Ttgtln'tonuatnryy( VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) fly n31an:Dade Pxol7pgp NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. zl t�' t tCENS� fi��fi 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. •._ — 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. 7 1070 TECHNOLOGY ORNE o'"O '" N.VENICE,F04275 ELEVATIONS ',FS '•:P<omp'..•''���� amcey t�nc narrnoe (oat)aoo-teoo ,w: ,� ��NA..e�G`�`\ JR osros�n G NO !ES THIS SHEET. CERT.OF AUTH.Q0286 ALUM.SINGLE HUNG WINDOW,IMPACT rr r t I i t t t t l` corraicirtoaon m sa"uwa:' E*�; w"ee—.'° u..eor>o, a..: A.LYNN MILLER,P.E. roa: vcrvovsm�s.wo 910700 NTS 4 11 dOdQ20 G FL P.E.#58706 FK 511105 J.J. 2/23107 nu aia.Mftms vwc Imo-2.784" NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT • 9,10,11 15,16 31 MAX. 2.710" FIXED 7,8 OR 17 LITE DAYLIGHTFT) 25 OPENING I- OUTSIDE 25 Imo--MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 s 47 50 M HEll GHT 21 HIGHL9I OUTSIDE I +49 SILL :F7310 DAYELIGHT L 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 6$ 2.7 I.F.FRAME 10" 28 53 OUTSIDE pRODUCTREV(SU) )) ns co.q lying with tit.Plntldn Z 6 R,dlding Coda Z$ 53 A­10,­­Ifo 'ab a,0 2.946" Expimtinn Dvt G 5 2.330" (HIGH SILL) 63 52 (LOW SILL) L Dy . Flim nd. pr SEE NOTE ABOVE 54 64 �% ��E' 41, 67 Q'•' '•1� 3 30 1ULTRALIFT 69 No.58705 2 ONLY 12 ONLY ONLYIFT SECTION C-C SECTION B-B RADIUS TOP 7 (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) 0S g7 '7 :14�� 1070 TECHNOLOGY N.VENICE.E.FF 34275 SECTIONS SECTIONS r5+ F��RIDP.•.•'��a�� (941 er pre: CERT.0F�11T}I.f✓?9. ALUM.SINGLE HUNG WINDOW,IMPACT ��''SiONALtENG��� JR Osro6/17 �G NO CHANGES THIS SHEET. CONRIGHT02FIT '^"'�"� "�" °Aeeh p1e ^a n.. A.LYNN MILLER,P.E. er " poly. PG iIHMSTRM&M. ® SH700 Half 5 all 4040-20 G FL P.E.#58705 F.K. 8/1/05 J.J. 7113/07 aLRIGHTSRF.s M •ITEM DWG.# DESCRIPTION PGT# REM DWQ# DESCRIPTION PGT# - 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.686 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAMI 62SV1510 7 4025 SASH STOP 012244 68. 4051A SASH BOTTOMRAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050AFLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 SILICONE,DOW791,899,995 OR GE 7700 10 1080 BALANCE COVER,318"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI,(1/8"AA.090 PV13,118"A) 11 #8 X.760 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAM?,(1/8"A.090 PVB,118"HS) 12 BALANCE BOTTOM BRACKET 7BAL7BKT 82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7146"LAMI,(3/16"A.090 PVB,3116"A) 15 #BX 1 PHILLIPS FLAT HEAD S.STL 70X1FPAX 84 E.GLASS,7/16"LAMI,(3/16"A.090 PVB,3/16"HS) 16 1080-1 BALANCE COVER,11116" 6BALCVRO70 85 F.GLASS,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 17 4053 AS STOP COVER 64053 86 G.GLASS,13/16"LAMI IG;1B'T,AIR SPACE,5/16"LAMI,(118"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(118"A,.090 PV13,1/8"HS) 19 #8-32 X 1/2"LG. H.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAM]IG;1/8"T.AJR SPACE,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 21 40510 I FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAM]IG;1/8"T.AIR SPACE,7/16"LANG,(3/16"A.090 PVB,3/16"A) 23 1 40060 I SASH TOP RAIL 64006 90 K GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,7/16"LAMI,(3116"A.090 PVB,3/16"HS) 251235 WSTP.,.170 X.270 BACK,FIN SEAL 67816G 91 L.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7116"LAMI,(3116"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 7109G 92 M.GLASS,13/16"LAM/IG;1/8"A AIR SPACE,5/16"LAMI,018"A.090 PVB,1/8"A) 27 1 1016 1#8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOWSILL) 612230 2.784 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1260 SASH FACE GUIDE 42501 1.830 35 1622 LAM]SETTING BLOCK 3132"X25164"X 1" 71622K 3. 55 35 1052 LAM[IG SETTING BLOCK 1"X3/4"X 1/10" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K .062-- 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,5116 LAM.GLASS. 640396 47 FRAME,I.F.HEAD 42 40448 GLAZING.BEAD,5/16 LAM]W/GRILL KIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7116"LAM] 64222 OFRAME, I.F.LOW SILL 45 9650 GLAZING BEAD,7/16"LAM]WGRILL KIT 6985 48 #4072A,6063-T6 46 4067 GLAZING BEAD,13116"LAM/I.G. 64057 2.908 47 4071A FRAME,I.F.HEAD 64071 48 4072A FRAME,I.F.LOW SILL 64072 2.374 49 4073A FRAME,I.F.HIGH SILL 64073 t'RODUCTREVISED 50 40748 FRAME,I.F.JAMB 64074 Ar m�G.acvith the Florida 52 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 .062 NOM AcPIPTIC-N9I cr&".08 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4.(71 L 'rG'aDme 7 ) 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2'71 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM O"Iinde Product Co 55 1630 SCREEN CORNER KEY WRINGS 71630 I THICKNESS 57 1631 SCREEN CORNER KEY WOUT RINGS 71631 L ,` pNY LYNN , 58, 1073 SCREEN SPRING 7CASP /�l� 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K O FRAME,I.F.JAMB 50 #40748,6063-T6 No.58705 49 FRAME,I.F.HIGH SILL 1070 TECHNOLOGY DRIVE #4073A,6063-T6 (USED AS RADIUS TOP HEAD) o.�roa.c 0 �. / ((/�' N.VENICE,FL 34276 PARTS LIST (�` C ORION.'. 19411480-1600 (j CERT.OFAUTH.#29299 ALUM.SINGLE HUNG WINDOW,IMPACT NAL JR 110/OCJ17 G NO CHANGES THIS SHEET. WMRIMTO mr 9°' r "— B1is1'' °1e1dA^'" A.ti'NNN LLEIA,P.E. er. w.,: a,"mnne 9ef": POiInGGSiRIEG,NC. ® =14709 NTS 6 "r 11 4040-20 G FL P.E.#58705 F.K. 9/iro$ J.J. 7/-7 1RLL RIGHT9 PESEPVEO I or 47 I.F.FRAME SEALANT ALONG ENTIRE JOINT 2 I.F.FRAME 1-2.784--1 062- 1.36 2.830 2.330 X62— t —1 1 1 1 6 or 50 FLANGE FRAME HEAD #4002A,6063-T8 0 1)�2— L —1.749— FLANGE FRAME SILL (Low) 7ti G) or WELD W#4003C,6063-T6 ALONG, 'CREW LBS OSS(2) SEALANT OR GASKET AT HEAD AND SILL 2.710 [--l.613--i 738 —J==012=1.490 -.040 A62— I r 1-1.01-4 T VIEW D-D VIEW E-E (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP 17 SASH FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB #4025,6063-T5 #4053,6063-T5050 #4004,6063-T6 — I (USED AS RADIUS TOP HEAD) 1.105 .678 1.342 2.279 —2.326-----1 1.096 052— t34s GLAZING BEAD,5/16" nfKT-- i a _ I ' #40398,6063-T5 .062 '2.165 . - t707 • 1.979 SASH SIDE RAIL .062—— & #4008,6063-TS 21 FIXED MEETING RAIL 2g SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4054A,6063HD-T6,!6:- #4006C.6063HS-TO #4007,6063-T5 050 .050 .678 1.096--1 -T 78 GLAZING BEAD,5/16" f--2.326----i [E� @ 94044B,6063-T6 1.090 f (USED W/GRILL KIT) PR0DUCTtTVISFD .062 ir IT �ls coulplyllig with(be Flmida fl.ildh�"C.d� 3.446 94222,6063-T5 f 0 Do 083 2.946 GLAZING BEAD 7/16" 1 2.638 .062 tEF— .050-- f 1- - 1 1.097 Bra rrf I 2.704 .050 4L GLAZING BEAD, 13/16"IG '\ :�� ,\ OiAY L #4067,6063-T5 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45GLAZING BEAD,7/16 69 Z7 No.58705 #4050A,6063-T5 #4051A•5063-T5 #985C,6063-T5 (USED Wl GRILL KIT) 10 1070 NDLOGYDRfVE -0.- C N TVEECNH ,;5�1 EXTR 3' 9411 LISIONS&FRAME CORNER DETAIL G it; 07"* "'061W17 jp�JNOCHANGESTHISSHIFET CERT.OF AUTH.#2M ZUM.SINGLE HUNG WINDOW,IMPACT 'V ' ANINNV10).E. , POT Mu msm. G FL P.E.#58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 SCREWS INTO METAL m O 28.603 O 3 .603 � O40.603 46.603 52603 58.603 64.603 76.000 2-1/4"ELCO SS 4 CRETE-FLEX SUBSTRATE: 3-#12SCREWS ANCHORTYPE: U U U U ❑ U U U U U U ❑O N z z m z z ❑ zz VI Nz zmONz`zNz JO zZ Oi O OOOO N O O of 0 . O O OOWINDOW GLSS OOUU.,-r 2'ANCHOR LOCATIONS ARE BASED ON THE u L) 0 L) FOLLOW)NG DIMENSIONS WIDTH TYPE HEAD-18 1/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 10 MAX.FROM TOP CORNERS H,IJ,K,L 112 1 1 111 112 111 112 21.2 112 2j2 2;2 212 212 2'.2 2j2 2.2 2 2 212 212 212 212 2 2 2j3 2j2 3 3 15"MAX.FROM BOTTOM CORNERS 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 1 0 MAX.BELOW MTG.RAIL agM 1,'2" L... .__,.. ..., _. _i_... ..1_. ....r.._ .,... r....-.,._ --.. _.'. ,....,.._,.. ,.__........._. ........_r.... SILL-ANCHORS NOT REQUIRED 112 ii1 1 1 1!2 '1";'l' 1 2 2:.2 112 212 2;2 2 2 2!2 212 212 212 212 2;2 212 2,2 2(2 2j2 2'3 2!2 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 QUANTITIES USING THE DIMENSIONAL CRITERIA OF _._. ._ _ _. �- -1 - - - 3. PER THE ADJACENT TABLE ANCHOR H,I,J,K,L ij2 141 112 112 1jP 112 22 1;2 212 22 2j2 2;2 2j2 2i2 2 2 213 2i2 22 2j3 212 2,3 3,3 212 313 NOTE 2. 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A AB,M 1._... . _..i_. 'FLANGED E WIDTH AND HEIGHT DIMENSION 1 12 1,1 1 7 1 2 1 T2 1 j 2 212 1 2 2 2 21 2 2 2 212 2 i 2 2 2 2 j 2 213 2 j 2 212 2 3 2 j 2 2[3 31 3 2 1 2 3�3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE 1"LESS. H,I,J,KL 112 112 212 2;3 1;2 2j2 2j3 '1j2 2 3 2j3 2�2 2�3 213 2j2 213 313 2i2 3j3 314 312 3i3 3'4 3,3 414 5.DESIGN PRESSURE LIMITATIONS: 32.000 SIZE BLOCKS OF THE ADJACENT TABLE WITH A AgM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ —.._.....-_. .._...____...__...._..... BOLDVALUE 1:2 1 2 212 2 3 1 j 2 2 4 2 2 j 3 1 2 213 2 1 3 2'2 213 2 3 212 2 j 3 3'3 2 j 2 3 4 3 3 4 3 j 2 3.3 314 3 1 3 414 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY JC�0,E, G1 2 1 1 2 1 2 21 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,,__ ..._... _...._ .__...__ . _ .. . ._. . ,_ _......._. .._ MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE 37.000 ,I,J,K, 2 2 1 1 2 2j2 213 1 j 2 2I 3 2T3 212 213 213 212 2 3 213 213 2 j 3 3 4 2 3 313 3 4 313 314 31 5 3 3 4,4 SIZE AND GLASS TYPE IS AVAILABLE. 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 0• SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE AB,M _ : REQUIREMENTS. 2j2 112 212 213 1 2 2j3 2j3 212 2�3 2j3 2{2 213 2 3 213 213 314 2j3 3!3 3�4 313 314 3 5 3j3 414 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 2 112 21212 3 212 2j3 2'3 212 213 2I3 213 213 214 213 313 3I4 2j3 3'4 3 5 343 314 415 3 3 a 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 2 2 1;2 212 2j3 212 2j3 2s3 2'2 213 2j3 213 213 24 213 313 3I4 243 314 315j. 313 3(4 415 313 414 TABLE KEY: PSF 79 1 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 KITED) 1 (DP LI 44.000 H,I,J,K,L 2 2 2j2 2j2 2!3 212 2 3. 23 2j2 313 2j4 2 3 3 3 3j4 213 313 3 4 2!3 3d 3j5 3;3 3'4 4 5 3j4 4!5 HEAD 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 JAMB ABOVE 2 3 A'B'M 2 2 2!2 2j2 2)3 2'2 213 2j3 212 3 3 214 213 313 3;4 213 3,3 3 4 2 3 3`4 3'S 3 3 3 4 4 5 314 4'5 N(fG.RAIL PRODucrMVISED 90 PSF 78 78 J s Cnml0yi1,RY'Ath tt" O C,D,E,F,G, 2 2 2 2 2 . ..Z.. 2 2 ..?.. ..Z...... ... . .....z.....z -2....�...._2.... ... 3 2 2 3 2 2 MTG.RAIL �1«p��oo rio!x D ANIB , _ _ ._.�_... ..._.._...._. ._..... ........ _. . _._...._ INlimtlun Date 0.�xl 48.000 H,I,J,K,L 2 2 2 2 2 2 2T 2 2`3 3!4 2!3 33 34 2;3 314 3`4 2'3 3;4 3j5 3j3 314 35 313 4;5 446 34 5;5 FULL DP) ; �g,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 PrGd,M - - . .. _.. _..._ _.... '- - ... ..... HES 22 2 2 2 2 2 22 2j3 314 213 3',3 314 2 3 3 4 3j4 213 3 4 315 3(3 3:14 3'5 3!3 4?5 4'6 3:4 515 1 ' PSF 72 79 79 J MTABO 2 13 AIL �`� N..LY/yN C,D,E,F,G, 2 2 122�3 2 -2_. 2 2 2 _?_ .z .3. 2 -? 3. .2. .3.. . 2.-. 3 3.. . 3 J �� 1 P O,.... AMB BELOW LENS •, 53.125 H,I,J,K,L 2 2 2,2 2;2 23 3 4 2 3 3j4 314 2;3 34 3 4 3;3 3:4 3.5 3j3 4 4 4;8 3;4 4,5 4j6 31-4 51G MTG.RAIL 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 SEE TABLE 1 FOR : ' °• 0705_.... .. - 3; ..._. - - / 5 2 2 22 2'2 2;3 3�4 2'3 314 3;4 2'3 3;4 3;4 3'3 314 3 5 313 4'4 4'5 3;3 4;5 46 3 4 4';5 FULL DP _ u �tllTEJ� 7070 TECHNOLOGY ORNE °"4Ai" %�O••. � •�/�: N VENICE,FL 34278 ANCHORAGE SPACING, 1/1 WINDOWS <<•'•., ORIDP,.•`' �` 1941)480-1800 lros �//s G 1 ALUM.SINGLE HUNG WINDOW,IMPACT ',S/OA 1 s . �, ROM er. WM RetO.bm: CERT.OF RUTH.N19298 / : & .` JR 06/06/17 O NO CHANGES7NIS3HEE7: CGPYNm,rmzN1 "0°'r ssr °i�0 °ibM. R^', A.LYNN 4-RdP.�. uen wm: mleave9. aro: PGT NGUSr S. SH700 NTS 8 d 11 404020 G FL P.E.#55705 F.K. 7/29/05 J.J. Z/13/D7 PLLRiGI1Ta RESERfO ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1.ANCHOR TYPES: 1-1(4"ELCO ULTRACONS OR#12 SCREWS INTO METAL SUBSTRATE'---__ 29.655 1 37.155 44.655 - 52.155 59.655 67.155 74.655 76.-000 2-1/4'ELCO SS4 CRETE-FLEX ANCHOR TYPE.---m L) L) 0 0 0 0 cl 0 0 0 0 (-) u 0 0 0 0 01 0". 0 3-#12 SCREWS Z z C, 0 z zm0 z z C9 0 z z cq 0 z z c! z 0 z z 0 WINDOW[GLASS NO 0 N — N - N — " — C'4 0 01 z m cv 0 0 0 0 cl 0 0 0 0 0 0 cli 0 OCIVOZ-0 2.ANCHOR LOCATIONS ARE BASED ON THE woll TYPE 01 L) 0 0 0 0 0 Of FOLLOWING DIMENSIONS: C,D,E,F,G, 1 1 HEAD-16112"MAX.FROM TOP CORNERS JAMBS-17 112"MAX.FROM TOP CORNERS -121 15"MAX.FROM BOTTOM CORNERS H.I.J,K,L ,2 1i 2 2 -21'­2.' 1- -2�11­­'­ �Ti 2 f 12 2 2121 2�2 2 ;2 i2 12 3, 19.125 2 2°2 212 2 A,B.M 1 1 6"MAX.BELOW MTG.RAIL . 51 .. I - $ILL-ANCHORS NOT REQUIRED 2 2il 2"i'2' if-i*2"'-i j,2 -2.21i 2,i PSF J 7 1 9 1 1 i 1- 1,1 2 . 1 2 21 L�2 1'2 2,21 i,�f� 21 3. 2i2 3!2 3i2 .2,3!2 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 QUANTITIES USING THE DIMENSIONAL CRITERIA OF I 1�Ij NOTE 2. -2- -2'1­2' '2' -2' 2[2 2'12 312 , 24.000 H,I,J,K:L. 71f 1I1 111 2 1 2 111 if ii212211312 3,2 312 3'2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR ABM ii '2*'1"2' 2'"r- --f- 1- 1. - - L!i"2 -ij 11 2 12 2 2 2,2 212 212 2 31,�Jii 3;'2 3+2 212 3;21 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE I"LESS. PSF 69 77 C.D,E.F.G, 1 2 1 , 1 1 5. DESIGN PRESSURE LIMITATIONS: -i'-3 2' 32,000 3 4,,,j SIZE BLOCKS OF THE ADJACENT TABLE WITH A H.I,J,K,L .2 21!-2.12T. 21 2,2 212 3� 12 3 3 if3j1-'j'2-I i 313 2f 13;�3 413 3'12 Aj: ITI --id, �:- 2 ;' 2 3 4i3 3i2 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A,B,M 1 1 2 1 1 2 . 1 r .�i -]- 'iTi. 1-.� - -1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 3 40 312 413 413 3i2 4;3 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE & 313 I F1 41 ij 2 212 2!2 21�3,212 3'� PSF 50 67 79 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE C,D,E,F,G, 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 SIZE AND GLASS TYPE IS AVAILABLE. 6�SEE NOTE 4,SHEET I I FOR METAL SUBSTRATE "2 REQUIREMENTS. -i 3 2 313 13'i12 ir 37.000 H.1,J,K,L Il-1 j�j I I 2Ti 2!2i2i 2, 3 313 3 ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 2 1 1 1 2 3 1 .1 31 3 3:3 3i -- 413 312 313 2-12 --f " 2 i5 2 F2 Y'flij if'3 -0-2-2­13 31313 PSF 54 79 62 79 1 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 !-3" -3 31 -31 1 -71-11-1 -jr-j -jj-j 21� 21 2 3 2 313 Ti 21-2 '3 f'� 13 4" 3 314!3 4!4' 3 4 3 4!4 313 513 H,I,J,K,L 1 2 2 2 2 3 TABLE KEY: ABM 2 2 2 2 2 2 2 2 62 2 2 2 2 7il-,-IfT1-1 F1 -2 F2'i-'i 2T2 2:3 j 21 3;3 4'�i i'2T i J3 I&L4 [4, !3.4!'3 414 313 5;3 MAX.PSF PSF 49 1 79 56 79 79 (DP LIMITED) 117 1 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 3j 44.000 1TI 111,2[421Ki--212 4'3 4j4 — 4 4 3 A.81M 2 2 2 2 2 2 2 2 1 2 1 2 2 2 1 2 1-2 2 2 2 2 2 2 MTG,RAIL if-i 4 j�2- .3 B V VE H,I,J,K,L JAWIB A E 3 6 3 '3 '4 -�1413 t4 B I F1 ±-23 3,41'i! 3 JAM BELOW as<omp{yin6 with the Fiw4fQ 272 PSF 45 74 51 74 79 79 MTG.RAIL �lrceptw-II,I "0 D.,05 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 _2 2 2 3 2 2 ...-i'mi Dal. 48.000 1 -74 -4%'-?��1 4�;� 4�1 FULL BY 3!3 4i4 3�3 H.1,J.K,L -1-1-1 -1 FTITI -2 F2 -2 F2 3 F*'� 4 3 AJ3'M _2 2 2 2 2 2 2 2 2 2 2 3 1 2 2 2 2 3 2 2 3 2 2 2 _�J_ . :.� - - "?_ -- - - -4 -41"ji 31414 4!4 4 3,5;4 41 51 1 T 1 1 2 2 212 2 313 2i2 'i'3 3j41313131 7 i3 44 3i�,� JAMB ABOVE PSF 41 67 46 07 76 79 VrG..RAIL N(LY C,D,E,F,G, 2 2 2 2 2 2 3 2 2 2 2 3 3 2 1.3 153 1 2 3 3 2 3 JAMS BELOW 'W ICE \LICE ICE 4 5 4 G RAIL 53.125 '1 41 (6 4151 3 3413 414 4'4 31d4�4 H 1-11,141- IFI IFI TF1 2 2 '2'2 2 F2 3 F3 3�3-13 F �i- Id 4 MT 2 2 2 2 2 2 3 2TABLE :F No.5970 3 2 3 3 1 2 2 SEE A.B,M 3.4 4� 2 FOR 2i-j FULL DP 3,31 , :3 4414-413i I 3 4:4 313 4; , 1 5 DRI 9 1070TECWOLOGY 0 " N V wmlcli,FL 342 ANCHORAGE SPACING,STANDARD VIEW SrE0 76 X\ - (941)480.16W JR 0& FGES THIS SHEET. CERT,OF AUTH.02929 �LLIIM.SINGLE HUNG WINDOW,IMPACT 0. A.'e Y N NA P�E. -;Ts —g- X. or.0m Rullm. F, 7,29105 M1.1-81 11M=7 I ALLAWTS RESERVED SH700 4040-20 G FL P.E.9 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: 1-114"ELCO ULTRACONS OR#12 SUBSTRATE: 17.125 22.668 28.211 33.754 1 39.296 44.839 50.382 55.925 SCREWS INTO METAL ANCHOR TYPE: ❑ UZ UZ M Q U ` U o U U U U U U o U U U 2-114"ELCO SS 4 CRETE-FLEX Z Z 1?Q Z Z 7 Q Z Z7O Z ZCO Z Z PQ Z ' Zc7QNZZ 3-#12 SCREWS 1 O O OO O O ON O O Lq O O O 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLO WIINGWINDOW CNI GA0Q r r 0 CIT N WIDTH TYPE U U 3 01 J: U U U U U U U UU DIMENSIONS: 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 HEAD-18 1/2"MAX.FROM CORNERS 19.125 K L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 JAMBS-17 112"MAX.FROM TOP CORNERS 11 112"MAX.ABOVE THE MEETING RAIL 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL K,L - 1 j 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 15"MAX.FROM BOTTOM CORNERS 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 SILL-ANCHORS NOT REQUIRED 32000 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSF 79 _ DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR 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 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. - "-' "' _ 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 5/8"MIN.TO 38"MAX. PSF 79 79 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 40.000 D,E,FA 2 2 2 2 2 2 2 2 ?_ . 2 2 2 2 2 2 2, 2 2 2 ? 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE K,L 1 1 �j y 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 116 1"LESS. PSF T9 76 79 77 79 79 79 8.DESIGN PRESSURE LIMITATIONS: 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 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS PSF 78 79 70 79 78 71 79 73 78 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS _48.000 0,E,F'j-1 2_3 2 ..3-. .. -_ .._. _.... , TYPE IS AVAILABLE. K,L1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 0 6 5 6 7. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. PSFJ 71 79 63 71 79 64 74 66 77 69 69 TABLE 7.KEY: 53.125 -E,F,J,l 2 2 2 22 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 MAX PSF SEE TABLE 3 FOR (DP UmrrED) 112 FULL DP ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MrG.RAIL SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 1 27.776 30.776 31.106 ANCHOR TYPE. ❑ v O ❑ ❑ o D o (FULL L� ONZ O O � ZoOZ ln Ni nOO � N WINDOW O0 0O Q OOO OO ON O HEAD , U U U UU ABOVE 4WIDTH JAMB 2 19.125 1 1 1 2 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL 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 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 TABLE S.KEY: I IxoDucT'Icevlsen Rs cmf`lyin wit!(Iw RMA., 37.000 79 MAX.PSF DTalaiR$C�& 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 ACW0411co No I - 3'D.Da 74 (DP LIMffED) 112 Fwh nI}10 "tal 40.OD0 JAMB BELOW 2 uy 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 MTG.RAIL Minn Dadep, j 44.000 2 2 2 28 2 72 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 �JON......,N�/ 48.000 72 79 __ _ __ _ _ JAMB BELOW 2 2 2jt2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4� 5 3 4 MTG.RAIL =*; No.58705 53.125 73 68 72 SEE TABLE 3 FOR - 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5. 3 5 5 3 5 FULL DP - ' 2t7 %�O.' SAT O IT•• 14f 1070 TECHNO,FL78LOGY DRIVE °riv�'�"` ' T•'• N.VENICE0ANCHORAGE SPACING,CUSTOM VIEW d` '••FtoRIOP..••' (041)480.16002 �iSS/ C1G�`� CERT.OF AUTH.929298 ALUM.SINGLE HUNG WINDOW,IMPACT '��,,�NA1LL11E_ ���� JF OfiA7G/17 G NO CHANGES THIS SHEET. CO MGHTOM17 °�*'�' �^� O1wp p^+ro^b• Rm. A.LYNN&LtR,P.E. w.w . am: R Dae: RG7IRDUSTRES.NG. ° woo NTS 10 d 11 4040-20 G FL P.E.#58705 F.K. 7129105 .�.•�. 212NO7 PEL RIGHTS REMD I EXTERIOR INTERIOR NOTES:1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (ULTRACON ANCHOR) (AL 1- MIN.EDGE L HEAD AND SILL (SEE NOTE 2&3) DETAILS) WOOD ANCHOR APPROVED 1/4"ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-112"MIN.EDGE CONCRETE ANCHOR ANCHOR NS CONCRETE EDGE IS 1 314"CM FOR CRETEFLEX INTO CONC.,2-1/2"E.D.FOR (CRETEFLEX ANCHOR) (SEE NOTE 1&3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. (SEE NOTE 3) 1"MIN.EDGE 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5), 3.35 KSI MIN. 114"SS4 CRETE-FLEX FOR DETAILS B&D OR 0.131'0 x 2-112"COMMON NAILS(F1667 NL CM CONCRETE ..a;; ;• S-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS,TYPE I,STYLE 10—FIN MOUNTED '`•••` 1 3/4"MIN. -- - ONLY(SEE DETAILS E.F AND G THIS SHEET) • 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE OPTIONAL 1x o -� MINI TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK _ �! — — . INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 1/q" 1/4„ ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX• MAX 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM 6063-T5 AND A MINIMUM OF 1/8"THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS, SHIM DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045" THICK.THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1-3/4'MIN.EDGE(ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 1-1/4°MIN.EDGE(CMU) 2-1/2"MIN.EDGE(ULTJCRETEFLEX INTO CMU&CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN 1-3/4"MIN.EDGE(GONG.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1 3/8" 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4"MAX.SHIM 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 412 TRIMFIT HEADS. MIN . 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 1/4"MAX.SHIM CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CONCRETE ANCHOR, DGE FLORIDA BUILDING CODE. FH BELOW MEETING WOOD ANCHOR, RAIL.(SEE NOTE 2) FH BELOW MEETING 3.35 KSI MIN•CONCRETE RAIL.(SEE NOTE 2) OR 1.5 KSI MIN.CMU INTERIOR (ALL JAMB DETAILS) 1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE(SEE NOTE 3) (� DETAIL C DETAIL D v TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8"MIN.EDGE 2-1/2'EMBEDMENT MAX' 1/4" SHIM _ WOOD FRAME MAX. —WOOD FRAME _ _ SHIM EDGE vf:ODUCT REVISEU .131"DIA.MIN. us.rjAyi,rd with IIx Fiorfdn x 2 1/2"NAIL, 0oildinb Code 2-1/2"EM EDMENT _•�—I- AT CORNERS n«<rtoo�er+o 1 —0630,0$ J ( L=r�+lmtinn Date s1< <im 1 .131"DIA.MIN. .�L. AND 5"O.C. x 2 1/2'NAIL, WOOD FRAME By AT CORNERS tvti7mi)adeProdmt AND 5"O.C. 5/8"MIN.EDGE �t I I I I t t t 7 1/4" x21/2'NAIL,131'DIA.MIN. OZ � NY••�NI //i� MAX. AT CORNERS �d�•' UCENSF••�(� SHIMAND S"O.C. 2-1/2"EMBEDMENT ` No.557D5 DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE ni2z— I .�O `x70 TECHNOLOGY DRIVE '��s F<ORIDP •,•'`\�� N.VENICE,FL 3d275 ANCHORAGE DETAILS (sdtldaO-taco nee S G`�• w+der O,n" Rmlkua• CERT.OFAUTH.52929a ALUM.SINGLE HUNG WINDOW,IMPACT ' °N'qL E�``� JR 06/OB/17 G REVISED TO MATCH NEW2017 FBC ANCHORAGE. M"RIGHT-17 ��++�* s� O+.dor+. R.. A.LYNt•I MuAl,P.E. Umm er. Ihb. mro: POT woasTRIEs,im. ® SN700 NT$ 1 w 11 4040-20 G FL P.E.#58705 F.K. 8/1/05 J.J. 2/237D7 N.LRpNTS RESEP�O )r