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HomeMy WebLinkAboutPRODUCT APPROVALB Florida Building --Code Online' ___ Page 1 of 3 Bus Home ( Lag In E user Regeuratlon Not Topic l submit surtnarge 1 slats a Faar Publications Fae staff ' Bus site Map t uma search dbprVUC! I "' Approval �,Y,, �' BSFPabM RECEIVED a'i nwd>rim. I' Detail 4rIA•a Arnn v" Menn m > P0 ,t or Aoel radon Seartlj > Anpl cal o I lst > Apia ¢anon a NOV 2 9 2017 FL # F1239-R2S � Application Type Revision PERM117ING Code Version zoo St. Lucie County, FL Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and stifled by the POC and/or the. Commission if necessary. Comments Archived Product Manufacturer i) ra: 1 PGTiindusVi_s Address/Phone/Email 1070 Technology Drive - North Venice, FL 34275 ' (941) 486-0100 Ezt 22318 " druark@pgtindusWes.cbm Authorized Signature lens Rosowski jrospwski 1ngUntlustries.com Technical Representative 5, Sens Rosowsla Address/Phone/Email 1070 Technology Drive f ` Nokomis, FL 34275 (941) 486-0100 Ezt 21140 j rosowski@pgtindustnes.com Quality Assurance Representebve Address/Phone/Email mw3 Category Snle Hu gSubcategory Compliance MethodCerUOcztion "I ' Mark or UsUng Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL A:. Referenced Standard and year.(of Standard) Standard rtrlI^-z TAS 201, 202, 203 Equivalence of Product Standards: Certified By - SCANNED BY St. Lucie Countv Year 1994 Product Approval Method Method 1 Option A 11 File C®py Data Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval 7 ;I s , Date Approved , ,%p 09/08/2016 d, aj_ http://www.floridabuilding.org/pripr_app_dtl.aspx?param=wGEVXQNvtDquS 1Bu8CAE... 11/20/2017 m Florida Building Code Online,'Page 2 of 3 Summary of Products FL # Model, Number or Name Description 239.1 5H - 200 (Non -impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F219 R24 C Ca 16-Q5D_S02.9df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 09/01/2021 Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance INCA) for Installation Instructions FL239 R24 It 16-0505.02.pdf product performance information, anchorage details, and anchor type, Verified By: Mlaml-Dade BCCO - CER and spacing information. Created by Independent Third Party: 'size, Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC- 15-0612.12bbid 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 Ti 15-C612.12b.Ddf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Pa 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 15-0714 05 Ddf 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 OS odf product performance information; anchorage details, and anchor type, Venfied By: Miami=Dade BCCO - CER size, and spacing information- Created by Independent Third Party: Reports Evaluation Reports i Created by [ThiM Party: i 239.4 f ] SH&'1J00,(Largeiyli5311e3mpaR) Aluminum Single Hung Window i Limits of Use _— Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714 06.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: Yes -• Design Pressure. N/A - 03/26/202. 1 ��� InstaNa6on Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239IIIk36 6]SM1r-06 odf-- product performance information, anchorage details, and anchor type, VenfiedSyr M amrDade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window l Limps of Use Certification Agency Certificate j Approved for use In HVHZ:.YeS, FL239 R24 C CAC 16-0714 OS.Ddf i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 05/03/2022 Design Pressure: N/A / Other: Please see Miami-D3AE EOunry Notice Of Acceptance INCA) for Installation Instructions FL239 R24 It I6-0714 01.pdf product performance mrormatlbn, anchorage tletails, and anchor type, Verified By: Miaini-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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F1 239 R24 C CAC 16-0714 02.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 (NOA) for FL239 R24 11 15-0734 02 odf j 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 Parry: 239.J SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window i Limits of Use Certification Agency Certificate Approved for use in HVHZ:;Yea FL23, R�4 C CAS St-0612 11' MI d` 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-156G6 toLnty Notice of Acceptance (NOA) for FL'39 R24 1' 15'0612 11 LMt rdf product performance 'mfbrn klon; anchorage details, and anchor type, Verified! By: Miam(-Datle BCCO - CER I size, and spacing information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party. _! 239.8 5H-3000 (Small Missile ImpaR) Architectural Systems Aluminum Single Hung Window Limits of Use Certlf uItion Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612 10 cMt W ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 12/06/2017 ; Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 It I9-0,612 10 SMr Ddf product performance information, anchorage details, and anchor type, Verified By: Miaml-Dade BCCO - CER size, and spacing information. Created by Independent Third Party: j Evaluation Reports Created by Independent Third Party: 239.9 SH:-5400 (Non-ImFact) NOW Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:,Yes, FL ff 6-iJ1409 df ! Approved for use ofHVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 07/30/2020 a http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAE... 11/20/2017 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Itnstallation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for 1`1_239 R24 IT :6-0714 04 Ddf produ¢ performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500 (Large Missile Impact) _ Vinyl Single Hung Window Limits of Use ' Cermucation Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-011,103.per Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes - 07/30/2020 Design Pressure: N/A Installation Instructions Other. Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R24 It 16-0214.03.Ddf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Thirtl Party: Evaluation Reports Created by Independent Third Party: m Con�lfA :: 2601 Blair Stone Road, Tallahassee FL 32399 PLone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovnoht 20D2-2013 State of Florida.:: Privacy Statement:: Acres b'I tv Statement :: Refund Statement Under Florida law, email addressesarc publa records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, cOn,acRtie ofire by phone or by traditional mall. if you have any questions, please ointect $50.487.1395.'Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensee, licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for ol0tial communication with the licensee: However email addresses are public record. If you do not wish to supply a personal address, please provide the Department III{',an email address which can be made avellable to Me public. To determine if you are a licensee under Chapter 455, F.S., please click are. t„d ` Product i Ap�pQ,rmevll Accepts: f A Ed Credis Card Safe f_I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 11/20/2017 MIAMI-DADEI! hBAMI-DADE COUNTY EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RRR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 17(786)315-2590 F(796)315-2599 NOTICE:' OF ACCEPTANCE (NOA) waa.mlamidade.aov/eeaaamy PGT Industries, Inc. 1070 Technology Drive. North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rates 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 Sectiow(hi'Miami-Dada County) and/or the. AID (in areas other than Miami -Dade County) reserve the right torhave:this:productor`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 AHD 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 Veloct-„Hurricaae Zone.:------ _�? DESCRIPTION: Serjes: `5H-700°.:Aluminum Single Bung Window -E.M:L APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets I through I of 11. dated 09/01/05, with revision F dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision slump with the Notice of Acceptance number and expiration date�by.the Miami -Dade County Product Control Section. MISSILE IMPACT RATING:: Large and l Missile Impact Resistant. LABELING: Each unit shalUcar-a-peimameut'la e>I l with the manufacturers 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 ofthis product. TERMINATION ofthis NOA will occur after the expiration date or if there has been a revision or change - in the materials, usc; and/or manufacture of the product or process. Misuse ofthis NOA as anendomemeat of any products forsi les, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ofthis NOA shall be cause for termination and removal ofNOA. - ADVERTISEMENT: The NOA number preceded by the wards 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 entry of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at ihejob site at the request of the Building Official. This PDA revises NOAN 15-0519.08 and consists ofthis page 1 and evidence pages I-], E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA.Noc 16-071J.06 nineuonoseautm IIj2I1� Eipiratteo Date_Match 26,202I, 8( Approval Date: Avgusl 18,2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Snbmilled carder 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 09101105, with revision F dated 05/15116, 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 , t - -3) Cyclic Wind Press;rc ioadingper FBC, TAS 203.94. along with mzrkeif up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 49G TPS spacer system, Dumsealo spacer system, Super Spaccr® NXT'M spacer system and XL Edge— spacer system at insulated glass, piepated by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 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 ..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 10103/06, signed and scaled by Edmundo Largaespada, P.E. (Submdited 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 ITC, 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 trader NOA No.07.0322.06) 1� Manuel Pery�P E. Product CauteoI E>:u er NOA No. 16-0714.06 Expiration➢ate: Marco 26,2021 Approval Date: August IS, 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONnNUED) 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 tinder NOA No. 07-0322.06) 5.. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure -Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single.hung „ "--'^- window, with Err frame, prepared by Fenestration Testing Laboratory, hic., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 09/11/05, 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 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. YFL-4947 and FTL 4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) 7. Test reports mc.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-4948 and FTL-4646, dated 08110105, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) i MavaelP .E. Product ANo. x NOA No. 16-0714.06.Ofi Expiration Date: Mamh26,2021 Approval Date: August 18, 2016 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-S" Edition (2014), dated 05/12115, 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 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL"CERTIFICATIONS �.�r 1:' ' Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (AM) for their "Saftex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVD Glass Interlayer" dated 04/25/15, expiring on 12/11116. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-S" Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. IS-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, F1'L-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largampada, P.E. (Submined imderNOA No. 07-0322.06) 4. Laboratory• compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FT,L-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, Y.E. (Submitted rmder NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Isbaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. Man tut Pe ez, E. Product Control am e NOA No. 16-0714.06 Expiration Date: March 264, 2021 Approval Date: August IS, 2016 E-3 ITb ...... .,_ _ GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZINGOPTIONS: (SEE DETAILS ON SHEET 2) rrA.5/`1.6" (CONSISTING OF(2)LITES OF I/8" ANNEALED GLASS WITH A.090" KURARAY BUTACITE *PVB (BY KURARAY AMERICA, INC.) C� 0 SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACRE' PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 6116-LAMI CONSISTING Ot (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA. INC.)OR.090"SAFLEX'PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/1W LAMI CONSISTING OF (2) LITES OF 3116- ANNEALED GLASS WITH A .090" KURARAY BUTACITE 'PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7116" LAMI CONSISTING OF (1) LITE OF 3115" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE 0 PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7116" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH A.O9O" KURARAY BUTACITE 'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13116' LAMI IG: (1) LITE OF 1/B" TEMPERED GLASS. AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8-ANNEALED GLASS WITH A .090" KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16" LAMI IS: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE_ OF1/B" HEAT STmENGTHENEOGLASSWITH A.090" KUPARAV BUTACITE° PVB(BYKURARAY)AMERICA INC.) - STANDARDS USED: � 2014 FLORIDA BUILDING CODE (FED). STH EDITION �ASTM El300-09 �ANSOAFSPA NDS-2012 FOR W000 CONSTRUCTION :ALUMINUM DESIGN MANUAL, ADM-2010 '9314NIX-OVS2-2010 OR.090" SI PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 13/16"'LAMI IG: (1) OF VB"'TEMPEREDGCASS;AN'AIR SPACE AND 5NW LAMI CONSISTING OF(2)LTES OF I/8" HEAT STRENGTHENED GLASS - - WITHA.09D"KURARAY BUTACITE B BY KURARAY AMERICA. INC.) OR.090"SAFLEX®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)' J, 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIRSPACE AND 711V LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .09W KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR .09W SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3H6" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE' PVB (BY. KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 1W16- LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAM( CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE` PV(BY KURARAY AMERICA, INC.)OR.090"III INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAM] IS: (1) LITE OF 1/8" ANNEALED GLASS, AN AIRSPACE AND 5/16" LAM( CONSISTING OF (2) LITES OF VW ANNEALED GLASS WITH A .090- KURARAY BUTACITE®PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2, CONFIGURATIONS: -OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13M. 4. ANCHORAGE: THE 33113%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, T 6. FRAME AND PANEL CORNEAS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4648, FTL4647, FTL-4648, FTL4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AFBPA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B. SERIESIMODEL DESIGNATION SH7W. ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10, FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. P.O.Boxlm NCIS)MI9,R.34274 ILUM. SINGLE HUNG WINDOW, IMPAC .wx a.wv.,.. aN7Da NTS f 111 4040-20 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES ....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ......... 5 HORFL. SECTIONS ...... 5 PARTS LIST ....:..:... ... 18 ` EXTRUSIONS .................... CORNER DETAIL..............7 ANCHORAGE .................... 8-11 A LY'NNIOLLER, P.E. FL P.E.# 58705 1/2' NOM. GLASS BITE 1/2" NOM. GLASS BITE part e Descrlp0on - Material 71 Kommeding 4SG TIPS Spacer System 72 Quenex Super Spacer III Hot Melt Butyl See this Sheet for 73 Quanex Dumseal Spacer Materials 74 Cardinal XL Edge Spacer v 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS Zlp'3/lFAINNEAUEDOR HEAT STRENGTHENED GLASS W1V NOM. 7116" LAMINATED LAMINATED GLASS 60,81 or 82 7/16 LAMINATED GLASS 63 84 or 85 71 74'.?..,.: r ]` ilb- �y 71 7!i-CXTALLS SECTIONS) 1 1 (ALL SECTIONS) P ._ KURARAY BUTACITE 1/2" NOM. 1/2" NOM. PVB INTERLAYER Q6 GLASS BITE 46 GLASS BITE Dr SAFLEX"PV8 INTERLAYER BY EABTMAN CHEMICAL COMPANY 38 70 38 70 1/8" ANNEALED OR HEAT STRENGTHENEDGLASS 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 7116"LAMINATED AIR SPACE AIR SPACE 1/8' ANNEALED OR TEMPERED GLASS 118' TEMPERED GLASS 13/16" NOM. 13/10" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86.87,86 or 92 13/1( LAMI IG GLASS W/ 7116" LAMI 89,90 or 91 A UMINUM A INFORCEMENT 61DWNE HOT.MELT BUTYL h POLYISO- SEA` CEOICCAM'FlLLAREA 9Tkl1CTURAL BUTYLENE 5(6"NONA SILICONE filt6'NOM. eEAI STRUCTURAL 3I16"NOM. BUTYLa IOLYIS050 EN 1M'NOM. SEA` A' SILICONE GEAL WITH GESICCMT DESIGGNJT DEBICFOAM STAINLESS STEEL EXT. GLASS EM. GLMSS ExT.GLASS En. GLASS— GLAS n KODISPACE iz SUPER 19 DURASEAL® ,< XL EDGE" � 4SG TPS SPACER®N)cr SPACER SPACER P.O. BO%16EB susses NOKOMIS, FL e4ZM17 yjpld7y $4{tn BNlne LAMIIG OUTBOAkD LITES MAY BE:.. UPGRADED T03/i6 - '' WITH NO CHANGE IN DESIGN PRESSURE. ,,.tit tirl/ i'. I , ALVNN MI�L'ER, P.E. FL P.E.# 58705 III FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS•TYPE-.--6 `rj 66" 68" 70" 72" 74" TABLE 1. 76" -48" _ A,B,M -80.0 r60.0- �iB0.0 -50.0 +80.0 -80.0 +80.0 -BD.D +80.0 d0.0 r840 -B0.0 +80.0 -80.0 '--�50''�-�"A�B�M +80.0 -80.0 rBO.D -80.0 +80.0 -80.0 +80.0 -00.0 +g0.0 -80.0 +80.0 -B0.0 +79.0 -78.0 6P' A.B,M +90.0 -80.0 1 +80.0 -50.0 1 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 li +75.9 -75.9 53118" A,B,M +80.0 -80.0 +80,0 -80.0 +79.6 -79,6 +78.2 .78.2 +76.9 -7B.9 +75.4 -75.4 +74.0 -74.0 UPTO63118" C,D,E,F.G,H,I,J,K,L +80.0 1 .50.0 +80.0 1 -80.0 1 +BO,0 1 -80.0 +80.0 -80.0 +80.0 -80.0 1 +80.0 1 -80,0 +80.0 -80.0 �i BASED ON FLANGED WINI WIDTH GLASS TYPE 48" A,B,M ST, CUSTOM VIEW & RADIUS TOP FLANGE OR INTE BASED ON FLANGED WINDOW TIP -TO -TIP FRAN WINDOW HEIGHT MINUS ON I GLASS TYPE r 17118---F 2211116" SILL - 76" FLANGED GLASS TYPES; _ TEST REPORTS TABLE 4. A- 5 4' LAMI-:(116"A,.090;1/8"A) FTL-4647, 4648, 4723, 4957 B-5/IG'LAM7-1/8"A,.090,1/8"HS) FTL4647, 4648 C. 5l16" LAMI-(1/e"HS,.090, 1/8'HS) FTL-0647, 4648 D. 7116" LAMI- W16"A,.090, 3116"A) FTL-0645, 4885 E. 7116" IAMI - (3/16"A,.09D, 3/16"HS) FTL4645 F.7/16'•LAMI- H6"HS-090,3/16"HS) - G.13/16"WMIIG-UB"T, AIR SPACE, 5/16"IAMI-(7!8"A,.090,il8"A) FTL-0645 .F,TL-0846, 4723 - H. 13/1W LAMI IG-1/8" T, AIR SPACE, 5/16" IAMI-(1/8'A,.090,1/e"HS FTL-0646 I. 13/16"LAMI IG-1/8'T,AIRSPACE,S/18"LAMI-1/0"HS,.090,7/8"HS) FTL-0646 J. 13/16" LAMI IG-1/11" T, AIR SPACE. 7/16" LAMI-(3/18"A,.090, 3/i6"A) FTL-0649, 4650 K. 18l18'• LAMI IG- 9/B" T. AIR SPACE. 7/16" IAMI-M116"A,.090, 3116"HS) FTL-0849, 4850; 4958 L 13/ib" LAW IG-1!g" T, AIR SPACE, 7116° LAMI-(3/16"HS,.090, 3/16"HS FTL-0649, 4650 M. 1311V LAMI IG-1!8"A, AIR SPACE, 5l16" LAM] 1/B"A,.090, 7/B"A) FTL-5063 MEETING RAIL HIT. X" SS� 1 1H HT, MEETING RAIL J. 1H F' r WIT. •O• MINUS II SASH W HT. MEETING RAIL HT. NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5W MINIMUM TO 38- MAXIMUM. 4. GLASS TYPES C. G. H. AND MAY BE USED IN SASH ONLY P.O. BOX 154 NOKOMIS,RUV4- mmo I NTS 1 3 d 11 1 4040.20 i A. LYNN frUILL�R,`P.E. FL P.E.# 58705 53118' MAX. FLANGED WIDTH 5211W MAX. I.F. WIDTH 49 615' MAX. FIXED C DLO (ALL) D-n 75" MAX. 75' MAX.ED T6' I.F. A A I.F.I.F. EE BTAB°E O /j p� HEI HT SEEDED HEI HT SEEHEI HT TA IBL OLE 76"MAX. L ]8' MAX. 78' MAX. �FLANGED FLANGED FLANGED 16" JHEHT HEIGHT HEI Hi SEE DLO (MAX.) TABLE X / I HESTE IGHT STABL �yEE OLD X j NO E4 STNO E4 vEr6ir ow L> DETAIL 6 -.� DETAIL C-- DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 111 E—� 75" MAX. 76' MAX. I I.F. I.F. HEI HT E� HEI HT SEE DLO SEE OLO TABLE O j TAB O j 76" MAX. 76' MAX. FLANGED FLANGED HEIGHT HEI�HT _ 0 EE DLO TABLE X- %�/ _ I SASH SEEOLOTl9'_E (s X �i� I SA;;y / HEIGHT + Ili / �i� HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. P.O.WX15M N0X0MIn.Pl2W4 PRODUCI'R6YISM 0 mn�Eirinn 1NW F.blb _ pulling CoL neSCPu�w.]a'I b-o I .C, m5 1 6 umi > e Pmdut BNmo�NTS14 N 1114040-20N 1/4040-20 p. r A LYNM( aE'R, P.E. 4-—2.784"--1 NOTE: MIN. (1)SWEEP LATCHAT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 pp MAX. 2.710'p FIXEDLITE 7,8 OR 17 DAYLIGHT 25 OPENING OUTSIDE 25 —MAX. FIXED LITE DAYLIGHT OPENING * MAX WIDTH., - �` SECTION -A -A I 6 OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 23 MAX. Ift�1'l�, 47 50 HEIGHT 21 �LJW 2,946 HIGH OUTSIDE I SILL 2.330 LOW �L DAYLIGHT 49 HIGH SILL 46 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — H-z.710"� .. F. FRAME n I NODUCI'2EVISLD 26 II NyW81NIM1WPIatIJa OUTSIDE I u INn®C aa.Y6.O (¢.pJA� 6 532 �5„52 2.33V(HIGH SILL) 63 LOW SILL) SEE NOTE ABOVE 64673 30 12 O LRALIFT ULTRALIFTONLY SECTION C-C SECTION B-B RADIUSTOP ALTERNATE H�- (LOW SILL SHOWN) IGH SILL �� (HEAD DETAIL -FLANGED VERSION) SECTIONS 10TOTECHNOLGGYDRV N. VERCE, FL 312M y� ALUM eo.6gx'5. NOKOMIS,RNM V&ib&,Ben BHRM ING WINDOW IMPACT r w+yx. A. LYNN MILLER, P.E. 5 ar11 4040-20 1 F ' FL-P.EJ58705 56 ITEM I DWG# I DESCRIPTION PG1# 60 1635 SCREEN SPLINE-.135 DV, HARD 61636K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL(.688 X.500) 6533402 64 1161 #BX1.000PH.BUGLETEK 706X7 67 GLAZING TAPE,1" X 112-7116 LAM 62BVI910 68 4051A SASHBOTTOMRAILHIGH SILL 64051 69 4060A IFLANGS FRAME SILL (HIGH SILL) 54050 70 ISILICONE. DOW899,9950R EQUIV. 80 A GLASS, 5118' LAMI, 1/e"A.090 PVB,1/8°A) 81 B. GLASS, 5/16" LAM( (1/8'A.090 PVH,1/8'HS) 82 C.GLASS, SAW LAM),(1/8'HS,.090 PVB,i/B-HS) 83 D. GLASS, 7116" LAM. (1/8"A.090 PV'13,1/8" 84 E. GLASS, 7/16" LAMI,(1/8"A.090 PVS,lM"HS) 85 F. GLASS, 7/16"LAMI,(1/8"HS,.090 PVB,1WHS) 85 G. GLASS. 13/16"LAMI IG; 1/8"T, AIR SPACE, 5/16"LAM. 1/8'A.090 PVB,1/B"A) 87 H. GLASS. 13/16" LAND IG; 1i8'T.AIR SPACE, 5/16' LAND, (1/B"A.090 PVH,1/8"HS) b8 I: GLASS, 1311VLM IG; 1/BG AIR$^^CE, ME' LAND, 1/e'HS..090 PVB,1/8'HS), 89' J.GLASS,13/16°.TPMI4G; 1/6'T, AIRfSPPOE, 7110-LAM/16"A.090PVB,3/16"A) 90 K GLASS, 13116" LANif iG; 118"T, AIR SPPOE, 7/16° LAND, (3/16A.090 PVB,3/18'HS) 91 L. GLASS, 13/16" LAMI IG 1/8'T, AIR SPACE. 7/16" LAM, 3/16"H$.090 PVB.3/16'HS) 92 M GLASS, 13116" LAM IG; 118°A AIR SPACE, 5/16" LAM, 118"A.090 PV6,1/8° 2.784 .062 47 FRAME, I.F. HEAD IX4071A, 8083-TB 49 FRAME, I.F. HIGH SILL #4073A, 6063-T6 P.O.BOXISTY N080MIS. FL 34)4 Vifibl7 Bauer a 6M#0 48 FRAME, I.F. LOW SILL #4072A, 606346 PPROODDUCPREWSED 2.374--- PM^evIl6Na k7BMle n,°mmn ao°° I O 14.06 nv�,m No IJAZ By a�n�eutcard IL .062 THICKNESS 50 FRAME, I.F. JAMB #4074B, 6083-T6 (USED AS RADIUS TOP HEAD) HUNG WINDOW, IMPAC uwp- 6 - % 11 1 - 4040-20 /Y/16:;j, A LYNN MILLER, P.E. FL P.E.# 56705 2.784-�{ ,T I 3 .062 O FLANGE FRAME HEAD #4002A,6063-T6 I.FFRAME SEALANT ALONG ENTIRE JOINT 1 or 47 /-1 ` ° I.F. FRAME .062 2.830 2.330 ir_2.784---- 174s O FLANGE FRAME SILL (LOW) 040030,6063-T6 .738 D6z ' 400046 p, I-1.4s1—I� SASH S O FLANGE FRAME JAMB O # R 2s. 0 3OP 17 SAS 400 3 �,6 OVE (USED AS RADIUS TOP HEAD) +I 1.342. — 082 � I I�5 21 FIXED MEETING RAIL #4054A, 6063HD-T(l® 1--2.279--{ 17'TII V .062— 23 SASH TOP RAIL #4006C.6063H&T6 2.326—I'I[ 1.979 .osz SASH SIDE RAIL 31 28 #4008, 6 SASH BOTTOM RAIL(LO 44007, 603-T5 1.096 O GLAZING BEAD 7/16" #4222,6063-TS OFLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 69 #4050A, 6063-T6 #4051A, 6063-T5 BOSS 12) SEAGASKETS ATTHEAD HEAD AND SILL r i VIEW D=D J - VIEWE-E VIEW HEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY){ FRAME CORNER CONSTRUCTION I� I 1�r osn� 1.105 ,878 .asz 1'349 GLAZING BEAD, 5/16" 41 #4039B, 6063-TS jj' 1 .683 D50—I�5�%l�'s7e 46 1.115 45 GLAZING BEAD, V16' #985C, 6063-T6 (USED W/ GRILL KIT) P,O. BON 15A NOMOMIS,MG74 -VGlblyBe[Kr SH]OS Hell -7 ry 11 063-T5 W) 678 050 050 1.096-1 —T �- O GLAZING BEAD, � 5/16" W, GRILLS (USSEDEDW/GRILL KIT) EAD 13/16 IG .6063-T6 r ; r 4 DETAIL IMPACT A. LYNN MIILLER, P.E. 404040- pF FLP.EI45B705 - EAD 13/16 IG .6063-T6 r ; r 4 DETAIL IMPACT A. LYNN MIILLER, P.E. 404040- pF FLP.EI45B705 - ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS - TABLE 5. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS 2-1W ELCO SS4 CRETE-FLEX WINDOW HEIGHT 28,103 34.6D3 4D.603 46.603 62.603 58.603 64.603 76.000 SUBSTRATE: 3412SCREWS p MONO.- 3 U U U ONON U ❑ O OHO U U U p NUp 5 U NO�ONUNO�O O U U p U U U U p m QN U O`O U U U p NON U O'-ONONO'-04Y0 U U U ❑ U U U U p U NO U U O U ANCHOR TYPE: WINDOW WIDTH GLASS TYPE ANCHOR BASED ON THE 2FOLLOWIINGCO DIMENSIONS. HEAD -1892"MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 1V MAX. FROM BOTTOM CORNERS 8°MAX. BELOW MTG. RAIL SILL- ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 19.125 C,D,E,F,G, Hj,J,K,L 1 1 2 1 1 1 1 111 1 1 2 1 1 1 1 1 2 1 2 2 1 112 1 2 2 1 2 2 1 2 2 1 2 2 1 212 1 2 2 1 2 2 1 2 2 1 2 2 1 2r2 1 2 2 1 2 2 1 22 1 2 3 1 2�2 313 AB,M 1 1-2 1 11 1 111 1 1 2 1 1' 1 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 22 1 2'2 1 2 2 1 2 2 1 2I2 1 2 2 1 2 2 1 2 2 1 23 1 2 2 1 33 G,D,E,F,G,+li21 1 1 1 1 1 1 .., 1 1 1 _- 1 __ 1 .. _ 1 1 1 .._.._ 1 1 _ 1 _ 1 1 . 1- 1 -1 24.000 H,I,J,K,L 1 2 __. 1 2 ...... 1 2 1 2 2 2 1 2 _. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2'3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE1°LEBB. „- 6. DESIGN PRESSURE LIMITATIONS BLOCKS OF THE ADJACENT BOLD ITALICIZED VALUE ABOVETHEMEINDITHX ICATEA MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 1 121212122�21222422I-2222�222222322222322233�.3223�3 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 - i - 1 --- 1 - - 32.000 C,D H,IJ,k,L''12'12`22TA 1 23'T2SIZE 1 1 222'312232•32223292 1 "' 4 1 1 `. 7.1 b_ ,1 1 F2233322333'4328�334334`4' 1 2' 1 1 2, 1 1. 2 AB,M 1 1�2 1. 1 2 1 222 1 3 1 1 2 1 2 2 1 2 3 1 112 1 2�3 1 2 3 1 2I2 1 2 3 1 2 3 1 2I2 1 2 3 1 3 3 1 2 2 1 3 3 1 3 4 1 3 2 1 3�3 1 3 4 1 3�3 1 4 4 37.000 C,D,E,F,G, H,I,J,K,L 1 2�2 1 112 1 2 2 1 _.._ 2 3 1 _- 1 2 1 2�3 2 __._ 2 3 i _ 2 2 1 ...-- 2 3 2 - 2 3 1 2 2 2 ._ 2 3 2 _.. 2 3 1 _ ._ 2 3 2 .. 2 3 2 ..-_ 3 4 1 2131313 2 2 _ 3 4 .. 1 313,314 2 .: 2 3 6 1 3 3 2 4 4 AB,N i 212 1 1 2 1 2 2 2113 1112.2113 2 2�3 1 2�2 1 2 3 2 23 1 2I2 2 2[3 2 2 3 1 2�3 2 2 3 2 34 1 2 3 2 3 3 2 9�4 1 3�3 2 3�4 2 35 1 313 2 4 4. PSF 79 40.000 C,D,E,F,G, H,4J,K,L 2 2 2 2 1 2 2 2 2 2 213 2 212 2 2I3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2�3 2 214 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 45 2 3 3 2 4 4 ABM 222 112 2I2 213 2L2 2� 2i3 2[2 213 213 2J3 2''1..3 214 213 313 314 213 314 315 313 3�14 416 313 414 TABLE KEY: PSF 79 44.000 C,D,E,F,G, H,I,J,K,L 2 2 2 _ 2 2 2 2 _. 2 2 2 2 3 2 2 2 2 _ 2 3 2 2 3 2 2 2 213 3 2 -__ 2 4 2 2 - _-. 2 3 3 3 2 _.. 3 4 2 _._. 2 3 2 3 3 2 -.. 3�4 2 .__. 2 3 2 _. 3 4 2 2 _ 3 5 3 3 2 .. 3 4 2 4 4 5 2 3 4 31 2. 4 5 PSF (DP LINKED) 118 rnODUCT wvisun n0'I��B wemro Flmia. HEAD 2 n: mwHr)•O :OG JAMB ABOVE 2 3 .ft+ +owe , 21 MTG. RAIL JAMB BELOW ni'nn+l nac .au,w+cmiM qB,N ..222122�223'22232322I3324213333423333I423341361333j445 2 2 ,2 2 2 2 2 2 2 2 ._...1 2 2 __ .. 2 2 2 2 2 .. .. 2 2 2 2 1: 2 2 •'d 2 45 PSF 79 79 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 48.000 H,IAK,L 2 2 212 2 2 2 3 2 2 2 3 314 213 313131412131314 3 42 3 314 3[5 3 3 3 4 315 3 3 415 416 3!4 5 5 NITS. RAIL AB,M 2 2 2 2 2�2 _2 2 2 2 2�3 2 2�2 2 2I3 2 3�4 2 2 3 2 3�3 2 3�4 2 2i3 2 3 4 2 3 4 2 213 2 314 2 315 2 313 2 3 4 3 316 2 313 2 4 5 3 416 2 314 2 516 (FULL DP) HEAD 2•0!'y IAA"* JAMB ABOVE 2 3 MTG. RAIL JAMBBELOW MTG. RAIL 53A25 PSF 72 79 79 H,I,J,K,L 2 2 2I2 2 2 2 2 2 3 2 2 2 2 2i 3 2 314 2 2 3 2 3 4 2 3I4 2 2� 3 2 3 4 3 3I4 2 3 3 2 314 3 315 2 3 3 2 4 4 3 4 8 2 3 4 3 4 5 3 416 2 3 4 3 5 6 ABM _2 2 2 2 2�2 2 2 2 2 2 3 2 2i2 2 2131314,213 2 2 2 314 2 314 2 2.3 2 314 3 314 2 3 3 2 314 3 315 2 3�3 2 4�4 3 4�5 2 3 3 2,. 45 _ 3- 4i6 2 3 4 3_. 4 5 en m ` emw. ID)OIECHNGIAGYGRNE KA NICE,R9421 . P.O. Box+szB NorcoMIS.E�aan4 �T ANCHORAGE SPACING, 1/1 WINDOWS- `ANC ALY{dI�IN1IL5:87Lk�P.E. FL P.E.p 58]05 " _ ALUM. SINGLE HUNG WINDOW, IMPACT r - '""'"'•' ..V,'sibb Benrr - 4i4M°` SN700 "` NTS —8 B a 11 °i - 4040-20 F .Ko F.K. 7/2W96 .e, JJ. m,� 2IM7 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED W11 WINDOW HE SUBSTRATE: 29.655 37.155 jt:441655gM 52.155 ANCHOR TIDE. 0 0 0 0 o 0 0 z 0 z G 0, _'no 1-,no zmc WINDOW �:S q� 'c N N0-014FO-O�i( WIDTH 0 01 0 I C,D,E.F,G, H.I,j,K.L il -1l 1 111 212 � 11 j 212 21212112 2 2L2 2r2 212 21 19.125 AJ iii 212. 2111212 2�2 211 212 212 212 212 2 PSF 791 C,D,E,F,G, I 1 1 1 1 1 1 1 1 1 — 1 24.000 H.1,J I III Ill 212 T'l 2 2 �212 2j2 212 2'2 212121 21 1 AyB.M -1 F-1 111 1111 2[2 11 2 2 212 L2F 2 212 212 21i.212 2[ �-PSF 68 77 - C.D.E.F'G, - 1, .11 1 1 1 1 :.2� --V 1 '3j 2 :570-00 ±u� I I I 212 2 12 2 1 21,3 1 242 212313 2 1-2' 3 31 TF, =A13.W 1 1 1 1 � 1g O ' '1. -3. 2 31 11 ill Jif 2121212 2 21*2i'J3A 2R3 13 22i I PSF 59 59 67 79 1 E.—D.E.F.C,, I — 1 2 1 1 2 1 T 2 2 1 2 2 37.000 H,I.J.K,L 1 1 -1 IF, _i 212f F iji 1 i 21 il 21212l3 31312121313 3f 1 -LLi 1 1 2 A,B,M JTi ITI ill -1 F, -2 F212�212i2 213121212% 3J3121213213 32 PSF 54 79 179 C,D,E,F,G, —2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H.1,J.K,L ILI El� 1111 -2 F2 2121212 2 1 2 2131212 1 311i, 3112 12 3 1 i 41 2 2 2 2 2 2 2i 2 2 2 2 A,B,M 17T _2 I 1 F _ _ ill 2 2 F i j it 2 2 12 '-3212 2 21 1313 313 212 3131211 PSF 49 79 56 79 1 79 79 1 1 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 ' 2 2 2 44.000 H.1,J,K,L - ITJ -IFj - -2T'� -F' 212 1 2 2 2 313 122 12 1 31313141213 1 313 41 2 2 2 2 2 �111 -11AI -1 FI --r2 2 21 212122 313 ji2 2 1 313 1,2,14 2131313 41 PSF 45 51 74 9 1 79 79 C,D,E,F,G, 2 _L4 2 2 2 2 2 2 2 2 2 2 3 48.000 H,I.J,K.L il"i -ITT 1 14-21-2 2 12 2 2 �IF2 -3133 212 313 314 313 3341 2 2 2 1 2 A,B,M - I F1, - lT-I lTl I iff 212 2 F2 3T3 21 31 3 314 33 3 3 4 PSF 41 1 67 46 1 07 76 79 N'i,1`:KL 2 2 212 2 2 3 2 2 3 2 3 z 53.125 I I A - IT1 - - 11 1 272 [1 2i - 2F2 . -i 3 3 313 414 313 414 II JI 2 2 2 1 2 2 1 A,B,M TY-1Tij711j-2F2,Y2 -2 2TF21 3 -iji 313 313 414 3f 3 4 4 _4eN 1 10M TECHNOLOGI KVENICE.FL3 P0.80-11 NOKOMIS. FL ANCHOR QUANTITIES ABOVE MEETING RAIL HEADS JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS FSH HEIGHT FROM TABLE 5. SUBSTRATE: 17.125 22.668 28.211 33.754 39.286 44.839 50.382 55,925 ANCHORTYPE: ❑ m0 09m �i U Z Opp L' U zm0 U ❑ Np�U U z�Z�?Op U Um$mU ❑ U Z�Zm0 U UNmU ❑ U z�zgo V OUm3NOU ❑ U z U zqo U�m ❑ U Z-ZmQO OU U UN 0 jNU U Z—Z U UN$WIDTH mO ❑$33 01 WINDOW GLASS TYPE 19.125D,E,FA 1 1 1K,L 1 1 2 2 2 2 2 2 2 2 2 2 223 2 3 3 23 3 24.000 D,E.F,J, K,L 1 1 1 -1'�1 E2 2 2 2 2 22 3 3 2 3 3 2 3 3 3 3 3 3 1 4 32.000 D.E,F,J. KL 1 j 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 t 3 1 3 1 23 1 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 78 37.000 O.E.F.J, K,L 1 j 1 1-i 1 2 2 7 2 2 2 3 1 2 2 3 2 .9 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 2 "P.SF02- 79 79 79400�0,-D;B,J 2 ;,2 2 2. , 2.=2 .R .3 2 3 2 2 4 T 3c( 2 4 1 2 2 4v` 3 2 4 .2 4 2-2 5 4: ;.4� 5 5.'40PSF 2 2 79 77 79 79 7944000 DEFJ. 2 2 2 2 2_2 2 3 2 3 - 2 3 2 4 2 4 2 4 2 4 2, 3 2 5 2 4 2 3 2_ 5 2222 5 4 5 5 4 6 PSF 78 79 7W7979 79 73. 76 2 2 2 2 2 3 2 3 4 2 4 2 4 2 5 2 4 2 5 3 5 2 4 2 6 9 5 2 4 2 6 3 fi 2 5 2 6 1 1 3 3 71 79 6 74 BB 77 69692 2 2 3 2 3 2 3--4 3 2 4 93 4 5 2 4 3 5 3 6 2 5 7 3 8 2 5 31 7 8 5 7 1 1 3 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT SUBSTRATE: 12.776 15.77fi 18.776 21.776 1 24.776t33 30.776 31,105 ANCHOR TYPE. 0 m 0 IV O 0 z m O 0 z O 0 o N P ❑ z m O 0 z O 0 m 0 IN O 0 z m U' 0 pz U ❑ 0 �'+ oO Qz �j N O 0 p2 U ❑ o M S z m �j m 0❑ p zQz U`� 0 m o O m z ❑ p2 0 m 0 0 z mWIDTH19.125 0 z WINDOW 1 =_1 1 2. 1 2 2 1 2 2 2 2 2 2 2 22 2 2 2 2 24.000 n7`` 1 1 2 1 2 "2 2 2 2.5 2 "[ 2` 2 1 3 ,2-. 3 3 2 "2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 4 2 3 4 2 3 792 37.000 1 2 2 2 2 3 2 3 3 2 3 3 3 374 40.000 22 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 4 4 3 4 88 78 -TT-3-1-4 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 73 58 BB 72 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 1 3 1 4 5 1 3 1 4 5 3 5 5 3 5 NOKWIS.MN274 NTS 1 10 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS - 2 -1l4" ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 112' MAX. FROM CORNERS JAMBS-17112" MAX. FROM TOP CORNERS 11 VT MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL- ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE.. DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 618• MIN. TO 3W MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE '".LESS 6, DESIC 4. FIESSURE LIMITATIONS:, _"...,. SIZE BLOCKS OF THE'MO AGENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (OP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FULL DP HEAD 2 JAMB ABOVE 4 vrsonuCr RSNBFD MTG. RAIL cmnplyingwith ib FIt6k u gC a< O( O I 2D21 TABLE 8. KEY ry ae r,.a�.i com,�yy ✓ MAX. PSF (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW 2 MTG. RAIL 4040-20 to A. LYNIUMILLER,•P.E. FL P.E.# 58705 ,_1 �EXTERIOR INTERIOR _ L HEAD AND SILL DETAI� FlIN. {(f�(,;y CONCRETE ANCHOR 2n WOOD BUCK ■YL/-(SEE NOTE 1 8 3) 7 // 1 (SEE NOTE 4), 3.35 KSI MIN. CONCRETE �• `, .;',. 1 ffi3' MIN.,1/4" TAPCON 4314' MIN., 1/4" CRETE-FLEX OPTIONAL ix��••' WOOD BUCK (SEE NOTE 4) '- 1/4' MAX. SHIM DETAIL A WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMPDADE COUNTY (SEE NOTE 28 3) APPROVED 1/4" ELCO TAPCONS OR 114"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR I1"MIN.EDGE 1/4"S64 CRETE-FLEX. O 1 31H' MIN. 11y„ 1 MAX. DETAIL B SHIM 10RAGE } I +I1-314-MINEDGE I U CONCRETEANCHOR, y: + PH BELOW MEETING •�� RAIL. (SEE NOTE 1 8 3) p 3.35 KSI MIN. CONCRETE �— OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE 2 OR CMU SUBSTRATE (SEE NOTE 4) (I DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8" MIN 2-1/2" EMBEDMENT ' SHIM `WOOMom D FRAMEilk -- 1 x2112 NAIIL, Al ll'lnlllll / \I III 21I IE 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-TS AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLEDAPPUCATIONS FOR INTEGRAL FIN + �MULLEO APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL lRWUGHIHE FRAA.MS USING THE FLANGED'FRAME ANCHORAGEREQUIREMENT "`i6:ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.*'---Z..'J_>, " 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT iDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 283) INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD BUCK n_ ?E NOTE 4) A/ EDGE /OOD FRAME 1/4" MAX. _FSHIM I SIB" MIN-. EDGE .131"DIA. MIN. x 2 1Y2" NAIL, AT CORNERS AND 5"O.C. I' WOOD FRAME 5/8"MIN. EDGE (,131"DIA. MIN. 1/4" X21/2"NAIL, TqMAX. AT CORNERS SHIM AND 5" O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE N. VENICE, FL 34215 P.O. BOX 162E NOKOMIS, FL U274.. VW*BCRCI DETAIL G (SILL) EMBEDMENT Florida Building Code Or' Page 1 of 2 114 a a P Bay Home i Log In ? U,ral N gistration Hot Toplo Submit Surcharge Stats B Fans i PubRaOons FBc Staff r. BCIS Site Map { ,[Inks Search j R d r `"�-� " Product Approval }c - - USER: Public User {y/ � �� I.a � �• � ( &ZI "i'.YIW i:cT±M u Id PrM •rt Arum N Mere > Product or Aoollcatom Search > Aoulicanon I ¢t > Application Detail NOV 1N, 1V Llltt 2 9 2017 FL K "FC263aR1U Application Type Rev so"n^� PER!JIITfIidG Code Version �Z014 � St. Lucie Coun4r, FL' Application Status Appro d I' 'Approved by OBPR. Approvals by DBPR shall be reviewed and ratified by the POC • and/or the Commission if necessary. Comments Archived - "_j Product Manufacturer `'t" 4/L—,_P6667 Industries Address/Phone/Email 0]01 TTech gy Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized SignaWne Jens Rosowskl jrosowski@pgUndustrles.com , Technical Representative Jens Raso•.vski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 j.Sowski@pgtindustdes.com , Quality Assurance Representative Address/Phore/Emall Category Windgw- Subcategory •Mullmns Compliance Method CertiFlcatlon Mark or listing Certification Agency Mlaml-Dade BCCO - CER Validated By T, Miami -Dade BCCO - VAL Referenced Standard and year (of 6tdodartl) Standard . Year TAS 201, 202, 203 1994 TAB 202 1994 Equivalence of Product Standarils Certified By Product Approval Method Method 1 Option A Date Submit _ 05/2/2016 Tile Copy Date Validateded 05/25File Data Pending FBC Approval .� Date Approved 05/2512016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,,vtDquaucoIwmuGt... 11 /20/2017 Florida Building Code Or':-- t Page 2 of 2 • Date Revised 11/15/2017 FL # MOAe"umber or Name Description 261.1 Mullions for All Occurs : and,Windows Aluminum/Vinyl Mullions Lim its of Use ?"_;_� Certification Agency Certificate Approved for use In HVHZ: Yes FL261 Rio C CAC 16-0218.03.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes e_(26/2021 Design Pressure: N/A Installation 1r1Et1l ,.nl Other: Please see Miami -Dade County Notice of Acceptance INCA) for 1`1_261 RIO�II ; 6-02i 603. our product performance information, and mullion clip anchorage details, VenftedRy Memi Dad. ECCO - CER Created by Independent Third Parry: Evaluation Reports Created by Independent Thirtl Party: m Contact Us :: 2601 Nair Stone Road. Tallahassee FL 32399 Prom: 050-407-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Eldora, :: Privac,SaMmen[ :: Accessibility Statement :: Refund statement m. Untler Flontla law, enste addresses are public by phone If you traditional not want your e-mail address any released an response to a public -records rePursu do not send 455.27 c mall to Ms Stye instead, ve October er office 2, peone s byns mach if you have any must provide please canteen t witha n email address toy hive one. The (1), Florida Betimes, effective Ottober t, 2m2, licensees licensed under Chapter 455, F.S. must provide the Department u d an email address if they have personal The pleas provide may be amm for s"al communication with the licensee. Haweveremail addresses arelpublic recom. a you is not wisher suppler personal address, smalls pmvitle the DepartmAdtiildi'ao email address which can be made available re Me public. To tletermine if you are a licensee under Chapter 455, FS., please dick here . r Product Approval Accepts: i Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGt... 11 /20/2017 I Z MI I AMI-M=D 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 111A11I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 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 Comity 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 manners the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify;or suspend the use of such product or material within their jurisdiction. RER reserves the, right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series-111PIGT' Clipped Extruded Aluminum.TubeMullion—L.M.I. APPROVAL DOCUMENT; Drawing No. 6300JK titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08129/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp withithe Notice of Acceptance number and expiation date by the Miami -Dade County Product Control Section. LABELING: Each unit sball-bear a permanent label with the manufacturer's name or logo, city, state, model/series, and followingstatemerrt: "Miami -Dade County Product, Control Approved", unless otherwise noted herein. . "6 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'manufactureof 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 N,0A number preceded by the words Miami -Dade County, Florida, and followed by the expiration daft may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be dortc in its entirety. INSPECTION: A copy d4his entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availal'sle for inspection at the job site at the request of the Building Official. This NOA revises and renewi NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval doe nnem mentioned above. The submitted documentations was reviewed by Manuel Perez, P.E. - NOA No. 16-0218.03 Mtanaoaor: COUNTY Exp,rat ui n Date: -May 26, 2021 (flip (0 Approval Date: ApriI443016 F; Page 1 ass l i;vf1} PGT Industries, Inc. A. DRAWINGS 1. Manufacturef's'die drawings and sections. (Submitted render NOA No. 10-0819. OS) 2. Drawing Nor'•6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS . It 1. Test reports on .1) Air Infiltration Test, per FBC, TAS 202-94 =2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 =;7,3) Water Resistance Test, per FBC, TAS 202-94 `. 4) Large -Missile Impact'rest per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 `1vP6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with`iriarked-ap drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration 'Testing Lab, Inc., Test Report No. FTL-6443 (samples A-f thru E-1), dated 02/28/11, and addendum letter dated 05/05111, signed and sealed by Marlin D. Brinson, P.E. (Subinitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 501 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURAXCE 1. Miami-Dade'Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. ' `'l vS \y (,. _J f ,}5 Li ManE6-10218.03 ez, PE. Product Cunemluur. NOA Expiration Date: May 26, 2021 - Approval Date: April 14 2016 E-1 't PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15; 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. `.11 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved: on 02/12/15 and expiring on 05126/16. ,hy f S Manuel P.E. Product Cuntr I E miner NOA No.-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING"DTHFORVERTI MULL��'� MULLIONS - sEAOJGAs I a MIA — \SHEER2J SEE OETALS TH/ n RUr HEETB'F1 MULL LENGTHI— OPE � 7WD NAP"T a SINGLE MULUO O.ZoNTAL MULL — I.ENGTH 1 SEEOETALB ATIRUG / SHEETS 2. opt NO MEAT FOR 80RI2IXl10L SEEOETAL E, MULL MEET FENE87MTION MODUCTB MAY BEOFM`YTYPE MUST BE IANUFACTMEO BYPOT. /9EEOETAM1$ AO.T5182 8NEEA] HORG(GlTPL MULL LENGTH OPENING WOTH I`HOWLMULLLENGTH^I I I{ r O MIGHT MEIGRT \ MULLT4"W'm FOR H0RIEx 3THMULL ILT MULLiN JII` N SA UPENINOALW F- FIXIVERTICALMNN OPFWNO WIOTN FORVERTICPLMIILL GENERALNOTER 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICALAPPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE ANO SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1XOR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ME ARETO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS TREE -FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180, THE In STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS CONSIDER ONLY TWO ADJACENT UN T_ AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.. 8)WHFN FINbINOYOURSIZE INWGMUUJON TABLES, ALWAYS ROUND UP TOT HE NEXT SIZE SHOWN ONTHE TABLE(S) i; 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: FTL.6443; ELCO ULTRACON/AGGREpATOR NOAS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED S TESTED TO COMPLY WITH WE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLYTO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVRL 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY is UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA -N SEE CORRESPONDING DETAILS `, FROM FIGURE I ABOVE STANDARDS USED: -2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-ZO10 -AISI-SID0.01IS2.2010 MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIP') FOR THE OPENING USING THE ASCE•T STANDARD 2) CHOOSE MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH 3) REFER TO SHEET 26'(D'ETERMINR IF THE WIND LOADING IS'RECTANGULAR" OR'TRIANOUTAR/IRAPEZOK1Pi' GENERAL NOTES.._ ..................... i W STRUCTIONS ..............................1 ELEVATIONS ..............................1 MULLTO P% WOOp...._...,..._........ 2 MALL TO W A MASON RY..... ...... ] INSTALLATION NOTES.................2 MULL TO MASONRY ...................... 3 MULL TO STEEL STUD ................ 3 NULL TO MULL ............................ 3 ANCHORSPEGS ............................3 ALTERMTATE CLIPS...................4 BAYMULLINSTAUATION .............4 1 X 2 X.125 MULL 9PECfi..............6 1 %R %dT6 MULL SPECS...............6 1 X 2A5X.376 MULL SPECS-._....7 1 X 2T5 X.65 MU LL SPECS--..-....8 1 X AOMBOONUIUSPEW........8 1 X 4 X.126 MULL SPECS - ...... _._I[ 2X5X.26 1.2SX2.11 LOADDING EXA E%ANG E 16 T...........................2MPLES.....................R5 4) FIND E CHOSEN MULLIONS MULLION CAPACITY ABSIFT') FROM TABLES IA THROUGH IBA ON SHEETS 5 THROUGH 2D RESPECTIVELY. USING wRODUOT REVISEDTH FIwi:6 THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY), WE Bailin, CM-8d0,, L&&wfi MULLION CAPACITY (LBSIFP) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIF-P) FOR THE OPENING OBTAINED IN Ac.Pl NSI bete STEP 1). p1ml 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED ILBS). THIS VALUE MIN hodua REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOATTAIN THE FULL MULLON CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBSI TABLE ON THE SAME SHEET AND USING YOURACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `p1oNY LYNN ANCHORISUBSTRATFANCHOR-CLIP PATTERN MAY APPLY) SELECT AN �`�hAY; •...OF.NSF' CAPACITY IS MET.; T) IF THE MULLION CAPACITY QBSIFTI) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFP)FOR THE = tEi NO 59705 OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMUW TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _- ( _ - T 8) VERIFY THE DESIGN PRESSURE RATING(LBSIM) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '.�A�',• I TE F r ICI CAPACR`VfUBSI 9 OBTAINED FORTHE MULLION SYSTEM. THELOWEROF THE TWO SHALLAPMY FOR THE ENTIREMULLED FENESTRATION FLORN?;/G�. /'. "1p.(.p.... PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLEVALUES USED IN ASPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORAPERMIT. - S . A. CMN�N/µ,t R'P'.E. FL P..dd'6'8T05 DETAILA MULLION TO 2X WOOD SUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EIMERTME SfNON100 O C{IDMAYSE WMgYBE INSTNLFDBY Tres MEmao BYWHERS, FE NOTE t S ffET t . SIDE VIEW. FRONT VIEW INSTALLATION NOTES 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. 3) DUANTRYOF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ONTHEANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS PRE OPTIONAL SEE DETAIL C, SHEET 3. 3) FOR MASONRY APPLICATIONS IN MIAMI,DADE COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED ELCO ULTRACON OR ELOO Il S.S. AGGREGATOR MASONRY ANCHORS, DETAILS: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) C LEESIEETS 31m F(MXOLE C I LC TIONS o e a �II rNAXTOR .NS.YLN9 f.� EXTERIOR EDGE G 06TFNLE LOHp1ElEdt CMU I • iEn SEP.I11P14F SE TA 1S B-16B SS 9Np .EA"0 BIICYSTRIP NN r YMS M EMBEOMEM• •• BEE No , EEE NOTE;, 8HEET 1. MM VK.SICONCRETEMCMU . .' ,,fiDNrvrva SIDE VIEW D DETAIL E: DETAIL C: ti I2s•Nw MULLIONTO MULLION :xN; MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: r—� MUM (U-CLIP) MASONRY STRUCTURE 1) MAY BE INSTALLED N TEE' ORTROW 4� D (STANDARD CLIP SHOWN) r-� INTERSECTIONS. p@ V 2) MAYBE INSTALLED HORIZONTALLY aY ii4 /,. (SHOWN) ORVERRCALLY. N I I I TYP.p R DmFB T]1E ITI I PER6UB6iMlE. 3)SEELLCLIPDRAWINGS,SHEE7521-23 a tm siANOMo sEE T.M'C A -Ise TOP VIEW FORCORRESPONDINOMULLION. Z mg N BFF6Ei MULL CLIP MAY BE EDCE04STANCE MUMUCA O mcmCas tea.: A a ''�' - riME OFRE=WP15. mxoo BCU.6ECBwr AIbO FON n 4A � OINEX FMI.@TYPEB y MVI P.1551CIXlCBETE ORCNV MIN]AXSI CONLPETEOBGAU 16118 FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TOME MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. 2) QUANTITY OF ANCHORS AND MULUON SILE SHOWN ABOVE ME FOR PICTORBLL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AD, EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL. SEE DETAfL C. SHEET 3. S) FOR MASONRY APPUCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMIOADE COUNTY APPROVED ELM LILTRACON OR EWO Ile S.S. AGGREGATOR MASONRY ANCHORS. FRONTVIEW .� EXTERIOR JEXTERIOR _ FRONT VIEW SEE%EET5]LR]FQI 0.ELOCATINiS EWE DISTANCE 6EE TABIFS 10.1]B SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHC VBE TTP.ANCHOB 8 NOTES: 1) FOR 2X WOOD -RACKED STEELSTUDS. WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCTLIEVISED JA pWY LYNN !ql(/�A��, :�(�''i �ACEN3F •'.� . DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEDET•VLSME. SHEETS2AN 0FWi INSTNNTION TOSPECIFICSUBSTMTES. SIDE VIEW SHOWN WITH 1•XN•X.IW MULLION EXTERIOR DETAILG: DETAIL H: ANGLE MULLION. CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) O O O O TOP VIEW SEfSI KSABIES tSBOfl tLB EXTERIOR \\� STEEL, AWLUM INTO OR MASONRY m.cMU0SNv EL, smNON+D CMPEOSE EXTERIOR EXFFRIOR .LLUM,CMU ORMABONRY MODIFIED IWFIELO. � EMERKS3 -- F _ (00 NOB ,(8� U. RLYISCQ: • O pEBNW avommPly ns NIA FItBIN ® ® 4� F ARiIamBDP�eB� �-IS' IMO WP'.0, 91EE1. _ I ER RI�00 DNe ® I ® ALUM, LNU O0.IMSON0.Y 1 EWEISTANCE OR FI �Z) UIly PER Miupl Armma FNCHQ3 EWE ® E DISTANCE F J11 PERANCHW NOTES FOR INSTALLATION OPTION G S K.O J" O"V L. id/I�e NOTES FOR INSTALLATION OPTIONS F: O 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. .1�:•`�QENS$ ".q 1)OETAIL IS NOT APPLICABLE MR THE BAY OR 126•X211'X.126'MULLION. 2) DETAIL G: SEE TABLES IB.14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE j•q; NO, 5Di05 C. LOCATIONS. 2)SEE TABLES 18.13E FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. LSE n 3)OETAIL H: SEE TAeLE515B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 MR HOLE �.O •, D 6 UJ. > 3)THE 2%6 CLIP IS NOT SUITABLELOCATIONS. ABLE FOR THIS APPLICATION, '(�:�, PLORION ,`A(9 C Mullion C.Pacity Table Ib11R] Opening Men (hr]eNo,"perri1g mull or Opening Helght(hrMrvn'W"pamllg mr1florM) i. WN ]0M 00o, go 1, ID3F 1'AM IIOF IBOF x2%.125 In'6n9 Fee, lopang0 TepmWp 1dA'M{ Ren Naar lNdlrl(p TWIVI", ne[I ar uw, hgJnlery. Im6rq N..Nev led, TeH] use, Igelsbi Loodle,'Leeft T 6" nml.00a1 oedhe wed,'wiree IUWho leeRllgLwdr, Alum. Tabeba'd w g' S hb $&Looft hIIh Idg' 8 hJ r7� 0 � I SMWllanI2A I20.6 ]]3 012 We 1118 M5 70.6 4N 10.8 %1 W.9 408 IR4 1 4M 101.A 319 119 4N 1W.0 310 No 4N two 349 ]a9 409 IN0 310 310 4N 1NA ]10 4811 83A NO MI SIR 111 R52 %6 ]12 61.0 LB 46.0 312 %2 A 313 e1A RN ]1.6 ]IS 6L0 314 313 311 BLO 2N 20.a T3 61ARN 114WAMM 7" MI U2 261 0fA =8 45A 261 65.T 224 Mg MI 52.1 .5 1102",9.2 201 WA Me SIA 251 IOJ 219 36A 201 10.3 219 Me Mi !0] Me we 3A1 49.3 Me p Mh No 3O 51A RN 410 247 410 R% 31.6 NI 44.8 I% 32.0 AT 41.5 .2 UT MA IN M3 MI IT I% Il.p R!l N.1 1% 116 30 30.1 1% 10.1 U1 ]5.1 f01WF YA 3% 4l2 110 @0. 10j, ]SA 1W 3)A 'm] 31.6 188 N.n lal N9, .1 1% 21.1 IM IpA ]N 18.p 1M1MMh ]].1 N:0 1111 "IW '30] b0A. 155i :142� '220': 12lA N51. 110M .3 'm,t'. IN IWI .1 Ne. 1.1, 9W' 240 9.1IN11A'.15' 14. .�._.........is'NIe hl.]''IBIi 245 .4 IBC 22.0 IN 10.0 101 21;1,22 RM P].2 1]9 23] 1'ID 1B0 1]a 1A.0' 110 N. 139 Ire 110 All, NA 1M 19.1 1W 151 125 10.1 IN�E ± m1 OA 1 lea 1M Anehar Ca ael Table I61 9utaVele x.11( me SSLILie. HAMGAll rommu PTW%E New Anchor Clip PalWme ArcMlrype: Y1C Eka UIMwn 1M'EkO UILmm 918'Eka UmMm YIb'Eke 1XVe:en 114'Ekp UNmm 1/TBB Eke A%RWIw L1A'Elw UAlxm V4'bB Me A vonr /"'Ne" bum lGS)Scmv /1R 9Wd (05) ell8leq 9[lex (O!) E0m0.WKe(ue I- 2-Ire 1' 21@ 3,11• 1' 21Ir I I• I 'FIR' r svr I r A.N• Asr 03TV EmLNnWIM. I I.c 1SP I.M. r IA/4 I-0/4' 1It, 1.1H' MI4' 1-11T R' 1A8 13R' 'Mae 2AKfne Al l.%•MF.00/Me,NM4NOMn PFlF4� IR J90bWWWA IN4ft IWW 2WIM JMb llAb 311W E&Ib 916Ne ]II Ra 112,W New IAKMxf®1.IS MR O.0 ISIWaa 101Upe11Clp(Fy. xF IWmfWA M.WIN WA WA YOIY WP WA WA WA WA W2b WSIK 11NMn0. 13WM raga MOM NoM WA IWW Nrlm M0I. 15%IN Nob 111 11Mb 2A.bp.GOAVKOQal ppMlp.IRTAUmIFU4l WAWA WA WA NIA WA NA WA WA WA WA NIA I15W IM:IVIF41pIFp3R i%Sa 05WIIke tNb IIOM f]1W JrOW tNlts NRIa[ 4PW tlO me "Q11N RW2M[Mv 1.15-Mo. O.WFd '.b 240MWA WA NA 1W Rf WA WA NN WA WA NI Rs 4NIla No IN MU I t: eUH IHt UrtUt, I VLIY, USt IHt UAMt ANl MUR PAT I tM MU MUKUH VALUt AJ 1 Ht SIANUAHU "IP. FORMULA TO ORTAIN TH E -ANCHOR 'REQUIRED' CORRESPONDING TO AN 'RESSURE REQUIREMENT FOR THE BE USED TO QUAUF )PTIONS FROM THE FIGURE 1:- _ -. FIGURE2: TABLE NOTES' - -'q ' `1)SEE SHEET I FOR INSTRUCTIONS ON USING THETABLESAND SHEET 25 FOR INFORMATION ON LOADING. PRf)DUCO RLV!SBD +=' SEE SHEETS FOR GENEMLINSTAl1ATI0N METHODS -� 1.000' r- %m p5 a iA Wd Flb11� BMila- gCpdc 632y; 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Bei [I D.n FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. MR EXACT DIMENSIONS, SEE SHEETS 21-23. M eml .1Y H0LES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2.000' FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Mi SPECIFICATIONS. HOLLOW AND GROUT -FILLED .126' ;\Y(IYN.. FIGURE 4: FIGURE 5: FIGURE@ CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-K WOOD SHALL BE PRESSURE -TREATED YELLOWSOUTHERN PINEWITHANSG OF0.55. ALUMINUM SHALL BENX8 T(5ANO BEA MINIMUM OF.12S Q, 'r • THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND.045'THICK (15GAUGE). STRUCTURAL STE5LTO BEAT 1'Xr%.12VMULLION No 531U5 THE MATERIAL ANCHORS N10&#42 ANCH0RS INT0 WOOD MAY BES EEL,, I&B S.S. 0R 410 B.S. THREADS BEYOND ILCM ' ArLVNtpL 44ER4F.E. 1Aa11.JTeI .% I .. I mle I .. wm eoml'U osw Alum. 111111i g g g f Roll II 10N 18] 191 $e Ifi8 S10 1B3 251 'E. 1B0 1N Ip,O IM 1G1 IN 1fl1 %N 10J 1f1 1].0 11J ABDhgrC Jo Tebk W4 VM 21k Onmla 10Y Wn. Nmn QA flIN WU fl I N[NI AlIC110lGOPPBMf110 AnMTTI¢ Eyq mlmrcB m} YI0'F1m VElsm III'EkoNVsm WIVEka eB Nfi•EFq UOrtm 111'EIwUMCm VL 69 FYo Amt(Sla bIT FYo UDsm VPB]Ety Ap10.Yol E1061M euav Ni516m+r IIf BYp 1651 Ni6ktl Um/Fm) t• z.vr r znrs svn• 1-YP 1.YP 1-YI' LYf r +.11V 1-VI• r13T 'aM1ffW4 ]lllm f&b NOImIligf YObimp WA WA KA N'A BBSIm 11YOM4A 1 ]• MqO.a1TWM WIW ISBObe INBW J.A FWAA A""BmWUB2bWSIm itiDJMGwne10PYMNU.GIUQW.M .12VAIVM.tM.1: WA WA WA WA NIA WA WA WA WA MA ISArcbmlFal RX! 105 pc IWMi 10111m 1]t lbb 4101N 1t000 ]111m 1mMOW MW WA WA NIA WA WA WA Ilm 11m CCOIm I NOTE: FGRTHE OFFBET CLIP, U5E THE SAME ANGKOR PATTGHN ANU NiOHOH VALUhUAS IHt OI ANNARV VUY. FIGURE I: FIGURE2:- FIGURE 3 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE B: • • , TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET M FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULUON CLIPS SHOWN ARE NOT TO SOME FOR EXACT DIMENSIONS. SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSION& RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW MD GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF 0.55. ALUMINUM SHALL IS 6063-T15AND BEA MINIMUM OF.125' THICK STEEL STUDS TO SEA MINIMUM GRACE 33 AND ,045• THICK (18 GAUGE). STRUMRAL STEM -TO BEAT LEAST.12S THICKAND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST35CREW THREADS BEYOND THE MATERIAL. 010 & 412 ANCHORS INTO WOOD MAYBE STEEL. I" S.S.OR 410 B.S. A TOOMAW THE -ANCHOR 3E17CORRESPONOINGTOAN 1EREQUIREMENTFORTHE IT IS LOWERTHMN THE MULLION THE TABLE) OF THE SELECTED YIELDAMINIMUMANCHOR �o' NT LYW}! OOi Z �Q�•, 5 r.Fr FON A LS`NN MWBEf� P.E. + ... ., _�.._��.,.�... .. ....... .::::^.0 .. AV F(W A. I,,"A' .. a .9(..n •M1 f7 TQVa2l12Mi iJ1'Y�.w 1 • R( ;a'. -_ .. .' 1. nee• ii, t 1 A2A6X ._._..--- ln.alu lmere LNM2 Im.a.B Meare LWere 1m.aey LNdn1 McNN IOmlre LNM1 LWaBB Imeere NeaeB LNarq L .JM6b^m i Jill 111 1B$ § }ON 8Q I% CL0 ]01 0>0 I1] NL 31] 119 IM 100 ]W W.1 NB N2 US ]57 US 0.0 US 31% LA 3TI ]31 30,0 O] %A %1 E.B I13 ]26 %1 30.1 I]] OON 41A ]E N.1.1 %0 ]21 E 3M E.0 ]E No 200 IN. 311 E2 21S ]12 ]E 15.1 Et 20.E >n 2>.l Y.0 1]A EI RID R02 f10 Ei 10.> RM ON MI 207 1 U.4 2R I SS) 1 2V 20.8 1 362 EA 1 20I 10.0 LB 121.5 217 3].1 2" 19.1 '251 Mg 1 20 1172 Im, 1 1.31 237 14A 1 29 16.9 232 IMN 242 1 E1 1 L.] 1 E6 I MI I = LI.O I 'AI ti.] 1 2E I 10A IBe 10.1 I 15.0 10 1 III I MI 1 215 1 M71 IWe I ISO 1 213 1 10.1 1 IV111 1 215 1 ITS 1 10 111 _ _ Anchor Ci eel TaM1le bS 9ublm. 21S II )SF Wn. INI.wu F.NI. vTN WNI AncM1or C9p PenemB AmFo'ry Y:r Ek0ue.Wn yr EYa lmntm y1F Eke M. v1r ENBw6sm NrEd w�.cm 11r e]Eko ApyeOI. v....No Ift. I/1'SSEFe A,.ftW /IOSNeI S=Z, It)9UN f_(G51 /E91M BCM(OS) EaAgeWce IN, 1' ?III 1' 1-I? }IIC 1' LI? 1' RnIY Y 31W Y Ob O51' 0.]11' Em0e0nm1(F Wr 4Y4' 1-YI' 1-Lr S 41/r 1-0/1' 41R• 11/1' 4111' 1.1/1' 1' 1.Y0' 11T'm0n RAIwMn 1.16'Mk O.C.191rNaUa Mseltl M.1'. 3 d ]Wd 1'Ad OW WI IMId 110d 1B]d ]31d ]IOMe )MIN FB01[a BiBlhe Ntb NSId YOW I Arch. LIS MN O.C.I9Unee0 anAal Llp p.1 IWd 1W IN WA WA WA WA ]MIN WA WA WA Wq WA W)NF 09512 11M IM I... ]•"S G.C.I (135Argk D� 1(FI0.5) ]Wd 100W EW IM I.NS 1'.9 MOd YAIb WA i51d ilA tle BeOWs 10911b W1b B951N 11 d 1 NOh. 0 O W MIn.QC 1.1 Nlo.1]5' ANm.(R11} WA 1WA WA WA Wq Wq WA Wq WA WA WA WA Wq Nlq r1b Wa 1 NKMTIF1 Ft. 53 I.. I 'n'. 115d IISb MI. 1]91N IIOIM 11/d )10d 1Si IN »11W I1]d IIO R9 Ellb 1NIW 1ArcMnpl.lYMhOCIFt] FU.6MOb SfOb WA Wq WA XIA IWb WA WA WA WA WA Alps I@IN rAld 'NOTE: FOR ME OFFSET CUP ,USE,SH CIRLLEO VALUEf•AFE USED IN THE EXAMPlEON SHEET 24. FIGURE I: FIGURE2: • • • • 1111 • • 1111 FIGURES: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE G: • ff-0 -1 • • TABLENOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABIL 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-n FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH MSG OF O.M. ALUMINUM SHALL BE WG3TSAND BEAMINIMUM OF.125' THICK. STEEL STUDSTO BE A MINIMUM GRADE 33 AND.04G' THICK(18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.I21V THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 S 012 ANCHORS INTO WOOD MAY BE STEEL 1"S.S.OR 410 SS. FORMULA TO OBTAIN THE'ANCHOR nF I ee rlBala O]ImBI I11 (LV' V 1/1 2.]50' 375' 1(rE�f�� ��TT 1'X22S XXW MULLION '. AlGRIOP+' M MYIDAn Ce lu Tebla lone ' Opening Width(Por WrDW*Sper lg mull or OPBnlnO HelBb1(far1oNadie%6pe1HrOmUli6rn) r Win Win min NN BU IB inch 1201, 140b loan 1 F].Tfix RnMy� Lobry T'�a WON RuctmoY Im4p Tnp'[kn; LmdnO wnply WON la"I'm p. LOONS RNwW1 LOON TINIT", Wall, Ra'WON, wadFB WON ImOW ReUYipi.1 WON )re out, Laodlp Ra[Iao'bu LIMON mgNM4W. wadr6 Ne1aaPAv LWdW Tnp/TI LNdnO wn90p lOe1p TwirinB. NWm A60 Alum. b91°un1 oil h 11 R'41'A if 1 11 1, 1 1-111, if 11111 1 � 111 42M Mc SN 170.0 45 INS )N 110.0 O6 1160 IN 110.0 WO 1Wd ON 1740 510 110.D 1116 170.0 521 170.0 INN 1110 521 I100 14" INS 41 Inc.] IOW IIOA 521 Me IWO INS 511 bin IiaA Inc 170.0 W D0.0 5W 170.0 W 170.0 00 I70.0 NO 170.0 103 VOO N1 170.0 1215 IMA SO 170.0 1417 170.0 SW 141.T 1417 INA M4 121.6 tID 170.0 ISO 1WA 1417 BOA B50 WWIn 1i0.0 ]V 110.0 WY 40.0 B00 1T0.0 N1 II0.0 IOW 1i40 W 1W.0 11W 1140 123 1626 1260 40.0 141 14&3 IM Im.O ]W 121.A 13W 1140 ]W 1w.5 ttW Ii0.0 )50 OL4 12W O00 Inc 51N INS )% Im,O 612 iTOA YA 170.0 WI 170.0 1115 170.0 251 IMA 1130 170.0 eW 1319 1130 INN W1 IMA it" I70.0 NO IM.6 11]0 1]OA WI N.I tlW I10.0 e61 l5J 11]0 1140 NI Nb 1TOW 6S5 AMID 10L. AWS .615 14.3 161 1215 016 144.5 )W IWO 015„ =413 -)3! VA 215 MIS NO ITS 915 HAS im d32 91&. 114A 7I5 W8 015 1. ]I6 w➢„ Ot! lllA ]t/ :. 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FIGURE it FIGURE2: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 MR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN WILL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS ANGLE CLIP MUST BE USED IN PAIRS 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC13O1 SPECIFICATIONS HOLLOW AND GROUT -FILLED FIGURE 4: FIGURES: FIGURES: • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK IN GAUGE). STRUCTURAL STEEL TO BE AT METALLEASTA21? THICK AND AX ALL ANCHORS IWO SCREW THREPDS BEYOND HE MATERIAL ITT SYi2 ANCHORS IWO WOOD MAYBE STEEL IMB.S. OR405S. =ANCHOR PRESSURE REQUIREMENT FOR THE 0 WHEN IT IS LOWER THAN THE MULLION Y3FROMTHETABLEI0FTHESELECTED THE 1' X2JV X.05m MULLION nnplylOBwINOm FIIFiIY Iildin]COde I(p.CTdD.Q3 .Wn0aoVa l2oal liun dek�A 11ItI llry aiis«;u, S ATE OF '.10 �oFLORM $p/OiJ/A4 E\33: 1113 A. LYNN MILLER, P.E. 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WA WA` _ ..Wh- tCA NA VA .^.Y CA WA^- -� WA 3NcM1n 01T.'Yh QC/FJ2q lFp 6[ mos M]n! MU 70W4 "IAb WA mu WA 315. NA Mo. WA N1W 441W 60W I A. O LIP Mh O.W FQ• IGh 91 40W ]OM WA WA WA WA SSW WA WA WA INIA WA - I m51W iIIDM )% MULLIONCAP.,o,�,MCHOR CAP.- THISFORMULATOOBTAN THE'ANCHDR TABLE NOTES: FIGURE I: FIGURER: • • FIGURE 3: FIGURE4: FIGURES: • • • • FIGURES: • 1) SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION : : 2) UNEAR INTERPOLATION BETWEENMUM LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • 3) MULLION AND MULLION CUPS BROWN ARE NOT TO SCALE. FOR DIMENSIONS, SEE SHEETS 2HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS IONS S SHOWN ON SHEETS 21-23. FIGURES SHOW FIGURES FIGURES: FIGURE]: SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • ED 4) SUBSTRATESCONCRETE CONCRETE BLOCK NCRETE T(CmU) ALL C0Nf0RRM TO 3013PECIWOOD SHO, HOLLOW EPRESSDGROUTATEDY SHALL CONFORM TOALL THICK STEEL EWITH AN BE60.WO AND BEL MINIMUM 0 THICKSTEEL SOUTHERN PINE WITH AN SOOT BESOT}STANDTUAL • • XIAALUMINUMSHALL STEEL BEAT STUDS AMINIMUM GRADE 33AN0.OLETHICK GAUGE) STRUCTURALSTEELTOBEAT ANGLE CUP (FGURE$688)MUST REUSED IN PAIRS. .IBE MAST.125'THICK ANDAM.ALL ANCHORS INTOMETAL SHALLEXTEND AT LEAST SSCREW THREADS BEYOND THE MATERIAL. 0106 R Al2 ANCHORS INTO WOOD MAY BE STEEL, 1&S S.S. OR 410 S.S N:IAN No. 56/00 P.E. TAPS F 7A Murton CapacItyTablefISIM Opening MM&rs•15TA9 Waffi1011110WMor OPaRInOH.IBht(forwwg6l}6PSA mUiom) WF WN NIA I mh PoN ISob IAln lob mah 1114B AT6 RAOIeIgAI lavbq 'o{'r(My. laWp RJAMIAV Lw4ry ItAom", Lm6p R WNT, 1pma JSJffM0 LAA R[NnWH L,.00 TAPROOT. LOBAR RvalvnpTY laeGO MVJTO z ANSI R U[ A` '+e•Y'0 TUPMmB L r, P.W`YV W!ry T.;ITMp. LM*, m,mvH SATZ TepTauW. 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ISW4 6 A(eM[W YNno.C.I p1asAM1 Qp31(Fy 6klom to70b SMOIG� USAM ]take Mop[ WA W." 1127b Imm 2W]W IW24 IY�IW IDWA ICA WA,: "WA WA WA WA ,A WP.' ..cWA` WA WM ]YA2AISNm®22YMF.aCIF,Mp(FISOWW 3Ylm 7041. 416b WA Seeb WA ]I54 WA" -IA4121W Sob 4 A." 0 t TV MM a.0 I F Ip Woo OIWW WA WA WA WA ]W ib WA WA WA WA WA M24 o.W 11204 SHE OFFSET CUP, USE THE SAME THE FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: FIGURER: FIGURET FFITEEMIUIE'i • FIGURES: FIGURES: FIGURE7: ANGLE CLIP (FIGURES S86) MUST BE USED IN PAIRS. TABLE NOTES: I) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Wi SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GW. WOOD SHALLBE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OFO.M.ALUMWUM SHALL BE 6061T5AND BEA MINIMUM OFAI THICIL STEEL STUDS TO BEAMINIMUM GRADE 33ANDk45 THICK (IS GAUGE). STRUCTURAL STEELTO BE AT LEAST.125' THICKANO A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, #10 S 012 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S. MAY BE USED AAOcJNNN . .... 4T/((P jai "aNSF 'R;[ Nv. 50705 A. 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I.. 16ob 1tlb 1uM 901a1 Ifl Di a411f a19 Y0 nOM illb 'MOb . 2ArcMD 91Y YD OC/F4Y 0 >f1Ds ]RM WA...,,+WA UN +N/A tOJ 26 rvlA e'.•A �.WA WA YJA'- JI DD� b2b .'d0 rf FIGUREI: FIGURE2: FIGURE 3, MOLE CUP BE USED MUST IN PAIRS, FIGURED: FIGURES me* ff I FlGURE 6: fll • I =ANCHOR CAP. - YIELD TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEEr25 FOR INFORMATION ON LOADING. SEE SHEETS 2< FOR GENERAL INSTALLATION METHODS.NN 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENNG WIDTHS IS ALLOWABLE. 66D1 Dh QD2I BI MI Dude Fl0Duc1 \\11111q \>11V1Y1.... ACT DIMENSIONS. 3.9 3)MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE FOR EX4• \•:'4d.EN5A '.T �' SHEETS21-23. HOLESTO BEDRILLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ;' TC'. 69705 SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. D)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANDV1•e�! -' �' GROUT -FILLED CONCRETESLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FT '• M �2/C BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE .�j4 .. TAtE 6063-T6ANDBEAMWIMUM OF.100•THICK. STEEL STUDSTO BEA MINIMUM GRADE33AN0 .94STHICK(18 GAUGE). STRUCTUPPLSTEELTO BEAT LEASTAI THICKAND A36.ALLSS."""' 7O NJ v. �)FC ANCHORS INTO METAL SHAEXTEND AT LEAST 3 SCREWTHREADS BEYONDTHE MATERIAL LL X3.9V X.021' ACVD7N'MILLER. RE #108#12ANCHORSINTOWOODNIAYSESTEELI88S.S.OR4108S QY - MULLION FL P.E#58705 Mullion Capacity Table f1b.fiel Opanln0 MR#M poTLA16caryeDeMIC nv6bn31 or ODeNMB XaIOM (5or1R1iR[AAryspdrtirC mU!lare) win MF RF MF-. win lob 12011 140on twin pavnynl uNne won"od" unnim, RetlepWv Laenap2T4x;8 Tepllllmp Ladn$E40, Pee.", w�d(nLg T,,ONn,. 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HIA IE'A WA H/A WA Y. an R PMMn 2F8'MIrt OGIF 9mW a.Xa "915M INN i121[9 WA 1WIW NN 'MOlta XIA Itl IK WA MIN . 06 OAMYa lit•YM.00IFB I W'Da 6JS Sn ]N WS 01]W N/A NIA ]UIW N/A MAlla XIA WA WA 611N 661b &ON NOTE: FORTHEOFFSET CLIP, USETHESAMEANCHOR PATTERN ANDANCHORVALUESASTHE5TAWDAR000P' CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. �J FIGUREi: FIGURE2: • • • FIGURES, FIGUREk s TABLENOTES: • • SEE ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR • • • • • GIN METHODS. FIGURES FIGURES FIGURE°: • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING MOTHS IS ALLOWABLE. • • • • E DRTU-ED IN DIMENSIONS.SEESHEETSHOW SUGGESTED, GESTED,APP21-23. HOLM O APPROXIMATE DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. FIGURES SHOWSWGESTED, APPROXIMATE HOLE THE LLION MO FIEDFOLLO FOLLOWING DI CLIPS NALRESHOWN RENOTTO SCALE ON SHEETS • • LOCATIONS. LOCATIONS. FIGURE]: ®. FIGURER: F*URE1k H . uj RGURE W: • : ANGLECIJP (FIGURESSBB) MUSTSEUSED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Sol SPECIFICATIONS, HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM O90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITHAW SG OF US. ALUMINUM SHALL BE 6063T5 AND BEA MINIMUM OF.I2S THICK. STEEL STUDSTO SEA MINIMUM GRADE30AND.0. THICK(18 GAUGE). STRUCTURAL STEELTO BE AT LEAST.128•THICXAND AM. ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8: #12 ANCHORS INTO WOOD MAY BE STEEL, IB B B.S. OR410 S.S. ANCHOR CAP.- 10 UNTHE•ANCHOR ESFONDINGTOAN WENT FORTHE TTHANTHEM]ALION :) OF THE SELECTED NIMUMANCHOR IEDTOOUALIFY NS FROM THE -VIMUC7RBVISfiD' I Ks We Flail AlotpmmviyhB n6ma NN rA6ro219.o A[ap lei 3 Rnpwr Dad ?DQI °y z.BBB• Mom D^dn r196Bd Bl3111111/rl/ F: 4.000' E8705 :ct 1- L2 SATE OT YXI•X.25•MULLION 1117j�U(�n(., Lp A. LY6II41MYLLER, P.E. 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R MrwV IW&v RW;Or RI LAW, UI WOOD LODSNO mF Ro.O If61 IroD Mr IT0.0 JSM 11BA Alto 170.0 1811 1]00 12M no.0 lax 1A.0 IaB 1I0.0 M12 110.0 IDI n0.0 230x D0.0 III IIpA xia I W N n0a ism ImO itw Imo ma NOT ISA naa a ITo.o uoe n0A Ylss nao IaU nab YJ91 Da0 INS nao ma Imo 1018 IND Sla AIDS US wA 2211 1M.5 U13 no.0 215 wM IAA tm irO.o 6Sx lma Imo Imo III nne Ion ITao Im Ima SM] FAST na no.0 15s8 nao 102 VDA toll Im.o HAS TWA SAN 13].1 3190 I!M m0 tm.0 3190 1M.1 31mlam RT.O Fsa 110.a fIM 1M.01015 1]0.0 tai ROA 031 Ir0.0 ABM I70.0 25M INS SAN 111 2781 DE.0 =1 N0.5 2ml 161.9 2333 1218 2i91 AmA n51 126.9 921 92r xf81 11a031M AS 19M F]O.o nI nn0 mO5 Ii0.0 19N 1m.0 Stim INS 2140 151.0 max 181] x113 1M= ta2 RB4 220 INA MN MA 2a3 11B.A DIN .1.1 MN INS NOS w. n0A nil DOa 15M 110A 2125 HIT ABM AD, 2x5x 1340 I981 ITS1 =52 111A IMI Iml m52 1M3 toll 1M.1 m 118.1 1a5 1111 2252 nlSAMM0 IAN aA 22m aA INO INmtill ARM INA 1118 ARTS III III ION 99A ISM Oil 110] m3 to Oa] I]W 82.5 IMI TLl 13m aw IY4 a.r ISM 511 ISM w.r 1581 192 INS M.1 ISM MA INS AReb0r Ce eel Table III 9uhlnle: 2.7k CclaMa PSI fl"CMU HII I PTW 4 NOW M[MTyq: AneAor CBp PaOemA VT Eko Wttm 111•Elw Wxm tfl6•Ekn NTF.m VIVAIIOWSxm If1•Eka M.. I/rMEkod18•Eke AR,OGs 1 UOw. 114-OSEIOD AtMOMW EIOSI SOO,M) 01291eN CO LGN 0128ted hue. La31 CYtlae. 1• 2-RI I' Snm SUC 1• J-V! 1' 1-IR` J• 31 r I 0M. I mb�nml (n 1... .. 1.Y1' 1d1' P I-0H• 1-I11' 1-VI' 1-IR• 1.111' Mlle r ISP M rMt fAnIW. I.)A...00I81WrE dGAN Cb la MCDO Naa 4Mke BMA] NHbO TIOIu 9W IDf JNb Io. 141w 0311W 9b. Mt. 4421W aOIM Irc ABP MN.00 /BbwWE wUIeI CI 9. lalM NOW DA b1 11MIb NMW ao bF IO1G Ia IDs IIWIM TIBIM 1272 Do IOU 1M a31a BBS Ib IIM ka B ArcMn iT1•Wn 0.0 ISUMeE wOeel Cl F.4 Iteolb 11aJlu IOtOb M931W WA WA aA. WA IMSIb WA WA WA IMJb IIAb 2W0Nf IAlslw. SWnO41 'he I .! ]WIM mo. mlw AMID. In" a0W X01W WA 2Wb T1aIW SIW 1a911a a2P e851AD IIm ILa eARlp. r3u o.C./ a5 OWI a 13Maa 1580IW IJMIm Nmla JiPLb. tlaAD nMml WA INS. 11Yva nal[O Mala 1JaW moll m10b '1'eArtl✓n �MlO,Q/1tJ 33Msb4if J I Melun 'IA•Wn.00iUI] k1o.n5'N.m. .B. 1EWb WA 31WIa. WA -IwOmF "`-N'A ]iMIW WA WA. TWA WA 'WA IJWb WA' WA WA ISMRe: .. WA4 WA WA WA WA WA WA 2015 Ps WA mNb WA :SMMz 1430.7 BAmNn O.a'Wnic II ...US'AIum.F.9: WA WA WA WA WA WA WA "WA' WA WA WA WA WA WA ]II mJ 2Arclwe Ia`MN. ac/P F 10 SM roa SI1D. Ill ke OS]mF mlelnF 0.0b tale SNIW NaW Alm uJela web alla w- a01W IADOMIF 1.11•Mn. O.C/F 11 SMM IWb SD'+M tABIW WA WA I1DIW WA 513. WA WA WA Rlb allb li mf 'NM (DPw)X(n..............I.,d....� - ANCHORCAP.., d d 3" MULLION CAP.,e,,,, USE THIS FORMULATO OBTAIN THE -ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS MGM THE ,['ry]ODUCf RBVi$® I ODm0lBiuewig111m F118f ANCHOR CAPACITYTABLE - ADm866fbBe 250- E iW BODO � NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: ¢y M v hOOAi FIGURE I: FWUf9E2 FIGURE O: FIGURE 4: FIGIAIEB: FIG. RE6 .CURE tD: F.GUREII: 1)SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES ANO SHEEi25 FOR INFORMATION ON \111I111/] LOADING, SEE SHEETS 2.4 FOR L INSTALLATION METHODS. \W i,, 2) LINEAR POLATION EN LL LENGTHS ANDIOR IENING WIDTHIS IS ALLOWABLE. [M FM [fl •• •• ''�' •• 3) MULLION A TKO BE DRILLED CLIPS SHOWN FOLLOWING NOT SDUfl FOR EXACT DIMENSIONS, SEE NON 0�R '.' LLU21-M SIONAL 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR FXACT DIMENSIONS BEE SHEETS Hn, 50TOS '. FIGURES FIGURE B: FIGURE I: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOIE LOCATIONS. I`; N • E:: CIFLL 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED .;y1 �;yyOO OF Jy!� El E u SFIOUNES CONCRETE BLOCK UNIT (CMU)BHALL CONFORM TO ASTM C90. WOOD SHALLBE PRESSURE -TREATED ':U.Pn'. •ROTDF" YELLOW SOUTHERN PINE WITH AN $G OF 0.55. ALUMINUM SHALL BE S0 T6 AND BE AMINMOF.125- UM ol. ..:. •'��1�0�` MAST BEUSED IN THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.OaS'THICK(10 GAUGE). STRUCTURALSTEEL TOn,\ 1G.1 PAIRS THREADBE S THE AND TERIAL ALL ANCHORSINTOMETAL SHALLAYBE AEEL,18 35CREW 2'%8'%.2S A.LIL P.EB 580 P.E. THREADS BEYOND THE MATERIAL. q10 Sgl2 ANCHORS INTO WOOD MAY BE STEEL, I08 S.S.OR 410 E.S. MULLION FL P.E.q 58705 II TO. Mull 'Aln mN t01R mN WN IMIn 1'Aln 140M 1WF e TapTnaro. Pa4leryNal ii{JMelq. RKlarylnl T PTlary. R FI TnpTmp RKIn,yJl> T,aPTdiIF, RFIMMdaf TRpTbm RKIIp1a1 TP{ITIW. RKIugWM IMP RNIQ. ItryNH TIyY IumN LmIOmN InatllN m4i0 LmElb LamW La1513 rinhil 111 Illill hil' "III 11,11111I'll 11 lill, 111,111 1,1 1111 ARcha]C. bN Te0le he — 9YVM[ :]lCm[rtb 14tvk. INIk�CYV fReOglU Pi Pvl Lug Mp P.me ehoFCUNb A;. Lf EIFIF. sm 1/f EVIF... MG'Eke YlGfkoYMtM u,am 1/f ftoVlOxm Vf 54 Eke PpJefalV Yle•Eke NVam VPSS Eko Ap)�1Nd I10411! ftlak (Vef MSlal 9VY#�. fl]BIM ewrryti) EOMarte the 2-1w 1• LV! Y SYB' EmbSnml N 191• 19f tOd' 1JIf 8 I.- IAm LVI' t-0M LVf S LY8' ld'P MYf INkmif 31til.Ot.] h6A I 1' iB01ta ]T 6f 6802a V®b . 1B15b etlb III " I III I Ion I mim I 1m2b bilm 6eS fa NStlb ANCHORCAP,e,,,,\ MUWON CeP.,e.�, FORMIRATOOBTAW THE'AFl" 'REQUIRED CORRESPONDING TO AN RESSURE REQUIREMENT FOR THE WHEN IT IS LOWER THAN THE MULLION TALF. NOTES: r 1) SEE SHEET I FOR INSTRUCTIONS ON USING TH: TABLES AND SHEET 25 FOR wFCRMATIOtlCN LOADING. 'SEE F— 116fi' f•RCllUCi RSVIS[D' -� SHEETS 24 FOR GENERAL INSTALLATIGN METHODS. -�•= - .- I —" mmmFlPW.mY, l0e FlviY 2) LOEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE DwlCm4 COCe A0imli m M (feo216.03 FIGURE 1: B.plrtfNn 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BEDRILLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.2& 2.118' Dr FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. I .125' lkde J`.IIIIq `O` ""••<<Q']�� SUBSTRATES: NCRETE SPEGFIOOD SMALL BE PWANDGROUT-FILLED NFORM OASTACI T(CMU) MALL.CLL CONCRETE BLOCK CONFORM SHALL BE r 1 i�:'JCE>.SF all INTM SHALL BOD WITHINSG OF 0.S. SHALL MD BEAMIIMUMOFA YELLOWSOUTHERN PINE ITHI MS BEAT •'� DEPLUMINUM (808 UGELST5 STRUCTURAL STEE TOO THICK STEEL STUDS TOM GRADE 33PND .OdS'THICK (1B GAUGE}BTRUCNRAL STEELTO THICK EEL STUDS LEAST.125-THICK MOMS.AI.LANCHORS INTO METALSHALL EXTENDATLEAST 3SCREWTHREADSBEYOND 1.28'X211'%.125'MYWON (NTEGRALFINIFRAUDN) z - N,].5B705 THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, IBE S.S. OR CIO S.S. 51,111 .�f �S '•lONA���•�� A LYN14'FfICC�Yi, P.E FL P.E.# 6B]05 A1u111Dn Capacity Table Iballlll ODenlna W6e01 UdwNi'AOfaparrplD rained) 6rOpeninp Heiaht(brlu4mrlehl•epaTirq Macro) NBI Wh mN WBII vol, I Seeh IAh 140M 1WN 3.36"]0 RKivtiulu ➢gV]AnO. lueare Re<lelya6r Wanv TIgYMvg. wSmod.r IuanO IrW11 p. B d. IT nepiAevB laaa R.S.W. TnpTOuq. lp ncn g bl Igean{lO' TpV1Aap Luedl'9 RKInMer We" DeMOun, lwa{;6j Fang. lu3q TttN1MM. b0ai{$p' R.Wjahr Laare ro,,minp. luwq BAYMULL .{a'1^eb'0 g0q gg z8 y@ E$ t$ pFe gg yp E Q {a'IneSl$$p 6 '1g$1 0q 5y l{] globind 0 $ glueaM {bp 5g p{1$[17a. LM 1Op ill L(�(aeallp gb1 �' 3 $6lolal11, �] qg afl 11 � z qOh g 3 � i� �a H 5g1 gg 3E � � DH y�g5 !83Qln 011 e�5g gy�y$ �dI gS y0y � 5i�gz {3�7g$! � gg eqa�@&g 110.0 OA I)0A]N IIOA IT8 1160 %1 1I0.0 558 IMA No 610 110.0 Ilia InA MIT ITO.o INO InA 521 1)OA 14M 1T0.0 NI 1}9A IA5 I}0.0 NI 140.1 IT40 DOAIBN IT00 1% IIOA 6N 1I0.0 8W IM.O OM t)00 pN t]0.0 d0 110.0 1DJ 661 G0.0 1215 IT0.0 SIT 170.0 TNT ROA aM 16E.2 16E I10.0 NO IMe Im 1T0.0 SW 1d3 1523 D0.0 6V %A211n 1MA A} 1]40 AN 1MA 60] IMe An 1T40 INS INA OH 1]0.0 It% M $T0.0 IN] 1]0.0 N} ISS2 1N3 Ine )d 1]eA NN 1MO M8 I11J IN] 1)09 1% IM.O NQ D0.0 SO WN I10.0 w 1)0.0 013 IMA %] I100 691 1100 life 1]00 M8 IMO IDS 8d 1568 Ibf Into 4T IN.3 I= IT0.0 eb IM3 See Ban pi 10'A1 I33] IRO MI W2 ISw LIDOwla IMO AN 110,0 MI 1]0.0 I%J 1200 ]D 1NS 1210 1700 Ole teat 1218 IN 120.9 1215 ISB.O S O I180 1216 1521 eN 0.4 1215 IMI pl] N.6 DIB IN.1 ..1 M.1 let- .-1 011 I:Nb! 1M,0 NO 110,0 )N 1]0.0 1110. 1T0.0 'OM 1002 �1M0 1aq5 %] 111A 11:0 BN 115.e II:A ''H1.B ID96' 1%.I 1180 1b.R eeB .LTA 11% 1'd) NI T5.4'IIM�.124E ei0 45i 11W txd.2 NO �$, !�%N-' 8MA :N(- IMD T68 IS2A 1DW IBSA '684 1W6 "Id0 11.0 -6l,"11Li IMe y.l 655 C:0 ne' IElI <aW N.1,' IN! {14e _A50. i4t 1d5 1921 .al NY TWA 1010 Ida 010::Sl.i 1Y] 1M3 015 c'R10' I80A'e!0 111.0iN 11)A BM 1380 )le 1W0 TWA IIOA 'lN" MA'`aA� 1M0 TL M2 Op"i1.0"T!T -10A"OM'M.S YN 'A} ON "/13 Nl `�. ia6-•50.1 "41.0"BN ']M NO m) MN NeA lW Q3.1 090 f9.8 TN 1d1 0i0 85.3 KJ %.] dl i1.0 MO Np ON EOA )00 i8.0 dl 50,8 TW ]1.} 033 IB.B ]N N.1 NI Q.8 NO 021 01B 3].1 MO 61A B1T i MN 110.1 IW 1143 Wi p2] Mf. B0.1 ON ]0.1 1d d.8 N3 N1 ]60 Tl.t NI 01.0 Id T0.0 012 •A.1 1d 60l Od e2 ]N 09.1 591 30A T50 Cfl2 653 N.0 )50 006 MB ph 121 SN NA Sd .1 W Me 8D 51.6 05] OA0 IU 41 SA 140 IM Nl d] Y.A W MI dll 160 N3 MO aN ]0.2 02 =1 AN M3 NS =5 6W 31.6 NE din 69A 1% 61.1 N3 49.5 1% 51.5 I31, 1 4N N.5 Q] JT.1 AM ]B.9 QI 33.0 1% W.1 415 ID.T 111 333 IW 24.1 1% II.1 Id 21.E 1% 30.5 ]W 140 1% M.0 310 1MN 11.] ]81 Q1 15] U. JM ]SA NO '1p.6 ]% ]1.1 N2 'R.1 MI 2}A 3]1 23.] ]91 RLO 3]3 M.9 3B1 33.e ]20 1}.1 >01 IBA 331 ILO 391 t1.6 315 IIIN MI ]M W2 ]M NA 370 ]3A 0]11 ITS ]M na De 2t0 3M 23] ]M 21.4 3M me 316 14] ]M 200 ]13 MA SM 141 M5 min MI IT W. Sae 254 ]IT '!0.0 2N 31.i 317 21.5 TO 18.0 ]IT 19.0 N0 Jae 3D 1).8 2]] INh Ila 220 17.8 TO Anchor C ace Table 1e 9ublml¢' 223 Cwe,8e ]Dh Cvu, Na4w'GMU FadICMJ B1wp] MaUI Mcett TN Anchor Cap Palma YICEke UIYMon 1l1•Eko UUvn' NIS kT'° UusOn YI6•Until.. VYEko UOnem iXAXEke Appndfw A90'En0 uvncm Ill•Be Eko A,SI Meant Unreal) 8129fed k"o(ON /1391W U.Ple E (mi 1• SVY f }t(! }VC 1' ?1? 1` 2AR' Y }VO• Y BNC ASA- 0.3N' M-c EmLNnml wt lda' FYY1 INS' 1 LL4' 1 T I 1-1IP I•Vf 1 1. Idla' 'ede 2Archn YWn O.C.I h5b]bP I .1 3MId ]MM 4MMa a%M t]MN RiO ke 2dlb Sd 00 TaOW 41d ]MN6 WOM %IW 142id HOb 4.h*. 90'Mi¢C.E h5A Pieo, A.23 ]e'Ib SBOM 1MW 1NOId R52lpl dOW SHIN WA IIMM Ton. 9WIh 1e931d M21p .sea 1120W BNwKae 211•IAn 081 h5 b I 3 11MIh 152010a ebb EN11v 2331 a6 WA dOM WA IOS91M WA 1]M0n WA IYAb 13P ld 1PAb ' FIGURE 1: TABLENOTES: 7- IF] t) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALIATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. RGURE2: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ENACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 e e e e FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSUR6TRFATED • • e YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALLBE 6063-TS AND BE A MINIMUM OFAW • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEA4I1T.I2W THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND e e THE MATERIAL. #108k12 ANCHORS INTO WOOD MAYBE STEEL. 18.0 S.S. OR410 S.S. MOLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. ANC OR/CAPACITY ADJUSTMENTFORMULA: (DP_) X \ ANCHOR CAP.,.,,.,\ ANCHORCAP.- MULLION CAP.,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR O4PAC REGUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE U6EDTO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE r t4� who Job 7010 mb PnlnWly Tmffeuq. PBNlrydm Tnplfoon, Pm[Imulm I TIWTdm PidInd. To 3.2r 45 N/4. InWnO Crib{, LB4Qy IBM, Ind. I BAYMui.�' Jill' 111111 leln 137.41 am I INS 1 702 1114.5 0.0 1 m.o I iR 195.1 1 IN I tm.l bl I No 1 OW 1 No 1 MB 1 7a I .w 8 No, IVA WI Ins 7A Ing .1 Iasi AB I BOB I eel I US T15 aA 01 11 44.5 113 170.01 Sol MA I iN I Ne I MI 1 75.1 1 ON no e91 N.1 ael uA eat a.s ms sB.t eBl Bvi m3 Bob a27 No BSA m1 aa.0 Ga R.1 aal 60.1 US m.0 541 m.T Ma al SU 45.0 NB' SO,U Sit 111 Ga 11.0 s10 11d ala IIA mB :8.6 &B ]O.R aR 25.0 eb 6 101 13 aN 45.e 403 370 No ' IIA 470 bl No Nt 10 ri4 bB NA 99 24.3 Ne ]OS IN RI.] See ID.l N7 Job NS SN 70.1 b0 M.e NS 50.1 103 10.1 MB IA A lob 47.9 IIB 0.9 4M 319 NB 415 in N.3 440 05.7 aI MB NB ]1.7 3e7 M5 449 24G 352 MO NB 211 IN, M0 NG al W It.l NB M4 Hlb 4l1 475 40.0 No be IA ]l.B m0 NA 4M Us ]R a.0 4ri ri.1 b1 RA6 435 ID.2 ]B2 III 114 6A.0 11 350 M4 125 M7 N0 15A Ifa 10.0 INIn NA N4 N.5 N1 20.1 ]N M.e >m N.0 ]91 riA ]N ]I.e bl IIB ]It 10~ ]81 103 ]I] R.s ]04 10.] ]00 IUb mi 2N N.4 N] to RN 11.1 3Io Anchor C/ Bel T/ble Ib/ k W5Mn ]BM.. N[4an tl.N fYMCMU PTfka CIIp PellemE iiin y19'Eka U4e[an III'Eko We[m Yr0UlYsm IJVEkoUbnmIBUxy,gOAeWlrc 1I1'] =yor' o UlncalANABS(SS)Ou4wIG4) mfa]EYO b=tm /IRSW /1261MAPBMi 6vew(O5)1' 21?V 2dF 1116' 1' R-f? I• bf? Y N/Y 2' O.IB' o.S! 0.5&• 1r 4Y1' IJ'1• MIP S 1-114• 1-IH' ld/f 1-0IP Idl4• LW' 2' WIP LYB' vM1s R m1m 5'Wn m.Gl 35 I 1 ]GOM ] M 450. 89](a tl.b 210b 2W IM ]NNI IIOfu ]H IN YNIW NBM ]Itd M21b &Ob I ArcMn J.y MN.O.C./Q 9lq /ffq.2Y iNIN 1W IY IN. 1m01W RSNW SIOW Now WA 11RJIb� llB tle 180E. 1NRIIk N2M NSIY IIMIW S.. 1t1•Nn m(.l 'EiB ti I ] IlNlel I1101m BNB E401N YBIb WA MUba N'A I4f91q WA 1]Ab WA 1@Rlb 1Rlb INOb =,ANCHOR CAP.. THE 'ANCHOR PONDINGTOAN. ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR G4PACITYTPS E. - PR0DUCTREVISED FIGURE I: -.� polei �glYNNPoFIui! /� TABLE NOTES: n[nwmn NP Ib•o218.03 1I SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FORINFORMANON ON LOADING. Er irmiNl Dme 70Z� SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. py MIWi PmiN 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR CPENNG WIDTHS IS ALLOWABLE FIGURE2 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR E%ACT DIMENSIONS, SEE SHEETS 21-23. R 4YP!M 7,774 /Ip� R R R R IN FIELD FOLLOWING RESTRICTIONS SHOWN ON SHEETS 21-20 .125'QMY THEED, APPROMNATE OLD LOCATIONS FIGURESBEDRILED SHOW 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 9:� N.. 5B7pS FIGURE 3: R B CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 00G3­T5 AND BE A MINIMUM OF.125' - _- _ l/ g �`_ THICKSTEPl STUDS TO BE AMINIMUM GRADE 33 AND.045 THICK(10 GAUGE} STRUCTURAL STEELTO BEAT '�I '-( LEAST.125'THICKAND ABIL ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -'$0 ', BBTq,I '. 01 THE MATERIAL #IDS#12 ANCHOR$ INTO WOOD MAYBESTEEL, IM S.S. OR 410 S.S. '. �/,•�'... flV!pV�+.(j; ANGLE CUP (FIGURES 14) MUST BE USED IN PAIRS. A N. FL P.E.# 58705 i A , I / f ^ 1 tf r r . -y 1.Darc �- T---� 1.00D• �- 1.o6z•-�� I p 35' 2 a0'�I 125' STANDARD CUP p4000625 OW60M6ALUM. .125-I XSECTION 125' 125 375' 1'%1%.125� 1'X4'X9T5' 1•X4'%.3)S MULUON MILLION 'T'-MULUON S.E00' 6D61TSALUM 606MBALUM. 6M-TSALUM Ga llMETO t$I,XSECTION %SECTION .%SECTION` .376• 0.':Y _y-CREATEFCLIRSEE MN _J 1 T:--OETAI FSHEET4 Fm 1.250' 1260'- I 1 I I I 1 1 1 I 1 2.67s•E_ ___ r I I 1 I 3.54' i i l 3.250' 1250' LJ I I I .100' .100' .1W _� ______� I t._______� L61A -'F,10o' 624' 624' % STANDARD CUP -N .620• Imo- ( - .620' 1-- I- -I .62T 1 - CENTEROF ANCHOR BOUNDARY LIE 60 OPMEIN " WIEETS 5 E DASHED BOUNDARY. SEE 1.25'X LLION 100' 1.1-MILLI')(-024' 115' X104'%.fi24' SHEETS 530 FOR THE MICHOROZ. MULLION -MULLION MULLION DISTANCE MAXIMUMANCHOR HOLE fi X4ECTI N fi00.SECTION. 6-SECTI N OMMETER: ANCHOR DIAMETER. 1116•. %SECTION XSECTgN %SECTION \ .375' MIN. SO' BAY MUWON 6MSTSACUM *SECTION .226'J l_, -Ear � .22vJ {-SIiH-4 NOTES 1) HOLES TO BE ORILLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS GN FOR SUGGESTED, APPROXIMATE HOLELOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I I I 1 1 1 I I I I I I i H 1 I I I I I � p- - OFFSET CUP BM1T8 ALUM. TOPVIEW Tao• It r 2.125' 2.000' 2%5ANGLECLIP DCLP 6JM XISECR N 1 BW1Tfi PLUM I %SECf10N .125' T- %SECTION L .125'J CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHORO.C.OISTANCE.MAXIMUMANCHOR ROLE DIAMETER: ANCHOR DIAMETER • 1116'. :CENTER OP... t_ 41 ANCHOR HOLE 1 1 MUST LIE WITHIN I THE DASHED I F BOUNDARY. SEE SHEETS5-20FOR £ THEANCHORO,C. 1 DISTANCE, MAYJMUM ANCHORHON I ANCH0ANCHDER; 0. i OIAMETEfl+1118'. -------- L-CUP Boom ALUM. TOFWEW TARI F f: 'TART F n. (7OMT. Value In) For Mullion: 0lmenelon Value On) For Mulllann 1M 1 Aw Aluminum Tuln MWinn F 00.600%.624'2660 1930 115 X315•1.000 ANmium TUDe WIMP 1000 H 1 U4MN 3.250 1107 1•%CX .375 Muninnv NBo A'1• F G 2.625 1.1M 1.2V X&W X.024- .Aluroi niou Mullin EF QT57 2430 -H 1 -IND 3.250 1.25•X125' X.100' AlunSMm3260 Eli Mullion F 2.013 30'B4 MUD 0.760 1.im F 2176 45'Me Mull TARI E n Mu11 DI...d.n (eOents) PGTP.Af Mullion Sid. Clip "mtCllp Utllp Angle Clip I-xv XJW(19) VIDA BM111M VNIUM M41M BMSIBM 9%4•XSw0I) WHO EM112M WHIMM BM2a2M 6MSISM I-X4'%.375"T Ul) IM M112M %01123M M42M ONSIOM 1.2SX3.2SXA0wU3) MIN 060112IM W1124M pool MM115M 1.2r X 125- X.024' (14) 20161 M011261M W112W fi682411M MMi10M 1.2S X3.M'%.624•(15) U162 M0111TM M0112M4 660241M VWIUM SO ON..(19) SOME, WA WA WA MM110M 45 Nnen(20) MID WA WA WA EeM111M a MIN. oninyine wiih 0e FNHJ4 m'Ond.. I6-cma.0g qurc. No %pi t ?iM UA! Ov4n Fro cl �'�NI IYNN hil(�'70� 1 Ly: g5 • S tE 3F : p -. A. L•YNI ry1(�¢ER, P.E. FL P.E. 68705 TABLE E Mull Dlmen5lan (Meet 6) PST Part# MUlllon Bfil. Clip UClip An"o CIIP r X4•X.2W(16) 66802 666261M 666271M 8865112M Y XW X.25• (17)1 606M9 I 666262M I 606272M 8665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE HOLELOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. .375• ` MIN. 9.00D' .2Wni YX4'X.F6' f MULLION W83-Te ALUM .. %.SECTION I•-.AW 58TANDAD CLIP 1_U41V---i fiLI 25AGLECUP }BALUM 0}T6ALUM. 6TGALUM �0%ETON %SECTION 200P XSECTION 1 .125 125'212i-1 - 5.500' CUTHERETO Imo-- 5.800• _ 37T -3.50M�,. 1I CREATEFCLIP. I MIN. C _SEEDETAJLF, •375• ,37W I SHEETd Fma � 1 I I I — --i— a4W f F 3A38• f T i I I 3,a3e• I 375' LMIN. _1 STANDARD CLIP 2X5 ANGLE CUP UCLIP, 806}TB ALUM. 600}TB gLUM OFANCHOR ROLE MUSTLIE 6W}Tfi ALUM SED FOR2'%4'MULLIW.SNEETIB CENTEROFANCHORHOLEMUSTUE HE DASHED BOUNDARY. SEE TOPMEW iOPVIEW WRHINTHE DASHEOBWNDARY.SEE TOPVIEW 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR WE ANCHOR O.C. E.M IMUMANCHOR HOLE CENTER OFANCHOA HOLE MUSTLIE DISTANCE. MP%IMUMANCHOR HOLE R ANCHOR ONMETER�1116'. WRHINTHE pASHED BOUNDMY. SEE �DMETMANCHORDIPMETER4111W. MIN. SCREDETA LF f F. '-3MHEETA Ei4 I i 37F MIN. f 375• I I I . 375• MIN. .y WDDT RLVIBETJ I � I I I I I Duld'mBCode n<mvaxeNP ICT•o'yB.o3 - I I i i E pimlim O.ve $OA11 I I I I t__—_—_--I y .2W' 6.WU' f _L__ T- - _L _ 4.688• f T S.d3B' f I MI tie#Ip \\\Illlllq 6.d38• 6.438' I I � YXB'X.IS 1 I I MULLIONN8� 'Dr ALUM. Nu, 5 7SMS5605]d6 _- SECTION .376' MIN. ,' -\I ' .'_L ' �`•. �. .350° STRIOARLUM. UCLB' 6D36'MULUM. 2663N76 aum. BOTOWIE UM. FST �'••...... ��Li�. �A/�i S/ONAI. E06}Tfi ALUM. TOP VIEW USED FOR Y X 8' MULLION. SHEET 17 TOPYIEW TOPVIEW A. L P.E. P.F.# 58 FLL P.E.# 8705 EXAMPLE 1: S114GLE VERTICAL MULLION NONICHORS W HEAD SEE ESE FENESIMTIM DERAILS, PRWUOTs WEETS WPRW 23 4 _4 OETMS, SHEETS 23 NO.W CI IOR9 w wlNpbx sN. 3T m. EXAMPLE 2: MULTIPLE MULLIONS THE BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIDES, THE WINDOW FRAME OEM IS2-W. THEOPENING REQUIRES ADESIGN PRESSURE OF+61014(.0 PST. 1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE,ME MULLION LENGTH IS 72' AND THE OPENING WIOM IS 32Y32.1'=SS', REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST HE USED. SCAN THE MULUONTABLES FOR AMULUON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF ZIA' AND WILLMEET OREXCEEDTHE REQUIRED DESIGN PRESSURE OF - 0.0140.0 PEP. IF THE TABLE DOES NOT SHOW THE EXACTSPE. USETHE NEXT LARGER SIZEAVNLABLE FROM TABLE GA. SHEET T, THE 1-X2.76-X.375' MULLION (LENGTH =T2', OPENING WIDTH =TO') MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE 15-A563PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A SHEET B. THE I-X 17W X.65W MULLION (LENGTH =TT, OPENING WIDTH =TO'j HAS ADESIGN PRESSURE OF *7V PSF WHICH EXCEEDS THE REQUIREMENTS FOR WE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY REQUIRED OF 635 UBS, 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUMTTY AND CLIP TYPE REQUIRED FORMS WOOD SUBSMATE.SOTHTHE STANDARD CUP WITH (4) 012 ANCHORSMD THE 2X5 ANGLE CUPS WITH (4) 012 ANCHORS HAVEA CAPACITY OF MS LBS.THOUGH EITHER ONE COULD BEUSED,TNE STANDARD CLIP IS EATERTO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THELOWER DESIGN PRESSURE, OF MULLIONS ORFENESTRATON PRODUCTS, WALL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATME BOTH TIE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS •1E0.0 PSF. THE OVERALL MILLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHORCAPACITYOF SM LBS. ALTERNATNELY, THEMCHORCAPACITY ADJUSTMENT FORMULA GOULD HAVE BEEN USED TO CALCULATE ME ANCHORCAPACTTY REQUIRED FOR THE EXACT DESIGN PRESSURE OF SO PSF: 636 LB9 -col -? (60PSFJX(--)=524.OWS (MAY•BEUSED TO QUALIFY 105TEEL SCREWS FROM TABLE 43j TZT PSF CMU ITN THE 3AM03 AND FOR THE VERTICAL MULLION: 1) INT M.LY ASSUMING MAT A 1' WIDE MULLION IB SURASLE,THE MULLION LENGTH IS 62V7WIIIIOPANDTHE OPENING WIDM IS 36'S38'H'=77. REFERENCING SNEET25. ME COLUMN USING RECTANGULAR LOADING SHALL BE USED. SOME MULUONTABUES FORA MULUONMAT ISATLEASTME WINDOW FRAME DEPTH 0F2aW M DWOLL MET OR EXCEED THE REQUIRED DESIGN PRESSURE OF.50.01.55.0 PSF. IF ME TABLE DOE$ NOT SHOW THE EXACT BRE, USE THE NEAP LARGER SEES AVAILABLE. FROMTABLE 3A SHEET T, ME 1'X 2.76' X.375' MULLION (LENGM=108'. OPENING WIDTH = OW)MEETSTHE DEPTH REQUIREO.HOWEVERTHE DESIGN PRESSURE IS SA15.1 PSF AND WOULD NOT BE SUITABLE FORMISAPPUCATION. FROM TABLE 12A, SHEET 16. THE 2' X 4' X.2S0' MULLION (LENGTH -I OW, OPENING WIDTH • M') HAS DESIGN PRESSURE OF N-64.T PSF WHICH EXCEEDS ME REQUIREMENTS FORMS OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHORCAPACRY REQUIRED OF 971 LOS. BECAUSE ITS NOW KNOWN THATTHE MULLION WRI.AUD T TO ME WIDTH OF THE MULLED UNIT, ME ADJUSTED OPENINGWAOM IS 3fiv3&'•2'=T4', N0T73-M PRENWSLY ASSUMED. VERIFY THATME DESIGN PRESSURE IS STILL APPLICABLE FOR ME ADJUSTED OPENING. ALTERNATIVELY, ME WINDOW WDTHSMAY BEREDUCEDTO MAINTAIN THE 73' DIMENSION (3640F35-la-+r=73'). 2) USETASLE 12B TO FIND THEANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORMECONCRETE SUBSTRATE IN MISEXAMPLE, ABSUMETHE POURED CONCRETEHEADERMDSILLAREWWIDE.IFMEMULLONCLIPWERETOSECENTEREDWITHINMET,CAREMUSTBETAKENTOMNNTA'NMEFASTEN EDGEDISTANCE USINGTHE STANDARD CUP WITH (6) WIV ULTRACON ANCHORS AT AN EDGE DISTANCE OF 24R' GFIES AN ANCHOR CAPACITY OF TOM LBS WHICH IS GREATERAND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF BT1 LBS. FOR ME HORIZONTAL MULLIONS: BECAUSE ME VERTICAL MULL WILL BE A TX M X.250' MULLION, IN THIS EXAMPLE WE WILL MATCH ME IIORQONTAL MID VERTICAL MULLIONS. ALTERNATIOELY. ANOTHER - MULLION TYPE C0ULD BE CH0IE0. '— "� �- PRODUCTRUVISED 1)THE MULLION LENGTH IS 3W AND THE OPENING HEIGHT IS 32'N2.4'=106'. REFERENCING SHEET 25,ME COLUMN USINGMAPEL]IDAVTRLWGULAR LOADING MAYBE HAS A DESIGN PRESSUREOFtl-1T0.0 PSFWNCH EXCEEDSTHE moen,plyiry wilNme Flwfm IT. ldi,wP26•o229•03 USED. FR0M TABLE IM SHEET 16. THE Y X W X 35P MULLION (@ LENGTH -4T, OPENING HEIGHT-120-) REQUIREMENTS FORME OPENING AND MAY BE USED IN MISAPPLICATION. N0TETHE ANCH0RCMACITY REQUIRED OF 521 LBS. PinF Du 2021 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME ME CMU JAMBS DREW By WIDE. IF THE MULLION CLIP WERE TO BECENTERED WITHIN ME W, CARE MUST BE TAKEN TO MAINTAINTHE FASTENER'S EDGE DISTANCE. USING THEMANGLE CUPS WITH Miv OXI.P4 (4) 3NW ULTRACON ANCHORS ATM EDGE DISTANCE OF I- GIVES AN ANCHOR CAPACITY OF NO UBSYMICH ISGREATER AND THEREFORE SUITABLE. FORME REQUIRED I \In Il11 J` Qt1Y LYN14 ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LES. TABLE 128 FORME "UP SH0WS ME ANCHOR :� i`,:'\,\CEWSg'`�q , CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.ME ANCHOR TYPE IS A 012 STEEL SCREW. NN.58785 FROMTHE MOW STEPS, OUR MULLION DESIGN PRESSURE IS: -I-U.T PSF FR0M THE VERTICAL MULLION; -1-170.0 PSF FR0M THE 36' HORIZONTAL MULLION ATTACHING TO CMU; '. Ol" f N-170.0 PSF FR0M THE WHORIZONTAL MILLION ATTACHING TO ME VERTICAL MULLION (INTERSECTION). )'.. SA\EO'J THE LOWEST DESIGN PRESSURE IS N--B1.1 PSF AND WOULD APPLY TO ALL OF WE MULLIONS. „!'(0T0O,'{'.C,F VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION 'rr„IOFJ I PRODUCTS, WILL APPLY TOME OVERALLASSEMSLY. FINAL DESIGN PRESSURE REQUIRES MAT ME BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNMEN& N, P.E. ACCORDANCE WITH ME INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUSSTRATE3AND FENESTRATION PRODUCTSTO MULLION. FL P.E.0 58705 -41J —LOADWG OF VERTICAL MULLION •_ ` LOAOINGOFVERTICALMULUON l SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MUWONS I I` 1 LOADINGOFVERTICALMULLION LOADING OF HORIZONTAL. MULLION Sill OF WINDOWS NOT ANCHORED WRH INTERSECTING VERTICAL MULLION OF I to � If ILL �i 10 • • 10l00' III / / I I I I I PW PW I I IILOADINOOF VERTICALMUWON LOADING OF VERTICAL MULLION I PANEL OF HINOEO DOOR IS NOTCAPTURED OR ANCHORED MATH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OP TRAPEZOIDALTRIANGUTAR LOAOING: %1 I LOADING OF HORZONTAL MULLION LOADING OF HORIZONTAL MULLON 1 �—J LOADING OF (2) HORIZONTAL MULUC I�///y HIT / LOADING OF HORIZONTAL MULLION 0 �/ i'-_ ' .�1- I 0 , 04 11 'AA LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION w l xo¢ PIN � m N a§$$ ENO - SHmH - 88 Jf 5> 4� LOADING OF HORIZONTAL MULLION NOTES: -- _RGOUCT REVISED FIYIW. IMFIuMA Be.N.Cade RERESDRAWINGSATION OF TYPICAL nattn v,a Nu 3 CONFIGURATIONS. CONFIGURATIONS. ' O•^e l MYBE EXTRANSNOTSHOM MAYBE EXTRAPOLATED FROM DY Mien' aP N THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT �P.� MIN f�TT�p BE DETERMINED, USE �`` `,Cj;�.•.^•..<(�,O RECTANGULAR WINING. 3)SEE PRODUCTS APPROVAL FOR SU/0',t" ACTUALANGHORLOCATIONS. 71 ' sT Tb OF [N' lonlD A. LNNNp!F RI .E. FL P.E.N 58705 Florida Building Code Online: Page 1 of 3 7- 4AI) BCIS Nome Log 1. F User Registration Hot Top]¢ j Submit SurAaye I Stats&Fatts PuN4 (ions j FBCStad BUS Site Map •Une, i` SeercA d�d� . r 1 W Product Approval U6ER: PUCiIc User 7""�/{,'��� fM�� phi t�;^�r (I�r.T�7 E Lru✓ Pmdl rt Mnrom,l Ma. > PmduQ or Ae:0 Winn Search > Armil,otimp I it> Application beteil NOV 2 9 2017 'r"L ~"1�f'i IL F1243iR14 -'" "" Application Type .I Revision PERMITTING Code Version 2oi_a � St. Lucie County, FL Application Status I Apprevel *Approved by DBPR. Approtpls by DBPR shall be reviewed and ratified by the POC �pli and/or the Commission If necessary. s `1 Comments ' Archived `a SJ product: Ma: ufacturer Address/Phone/Email Aunorized Signature Technical Representative Address/Phone/Email _ Quality Assurance Representativa Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year,(of Standard) Equivalence of Product Standi Certified By Product Approval Method I Date Submitted 'rk Date Validated Date pending FBC Approval.:.. Date Approved PGT lndu Are l 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 EA 22318 drua rk@nUndustries.com Jens Rosowskl jrosowski@pgtindustries.conl lens Rosowski 1070 Technology Drive - Nokomis, FL 34275 - (941)486-0100 EA 21140 •' jrosowski@pgNndustnes.wm -' mdow Firer Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method 1 Option A r 09/07/2016 09/21/2016 09/25/2016 Year 1994 File C o'P T http://www.floridabuilding.org/pr/pr _app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 11/20/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL tl Model, ber or Name Numed Description 243.1 CA-640 Fix(Non -Impact) Aluminum Fixed Window used with Casement/Awning Limps of Use Certification Agency Certificate j Approved for use In HVHZ: Yes FL243 R19 C CAC 16-0629.20.odf j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami=Dade County Notice of Acceptance (NOA) 0L243 R1_9 11 16-0629.20.odf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing Information, Created by Independent Third Party: Evaluation Reports Created by Independent Trim! Party: 243.2 CA-740 Fixed large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use .:, Certification Agency Certificate Approved for use In HVHZ: Ye`s FL243 R19 C CAC 16-0629.2Zadf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miaml-Dade County Notice of Acceptance (NOA) FL243 Rig 11 16-0629.22.odf for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER j type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Yi 6 Created by Independent Third Party: 243.3 .,IPW: 220 (Non-Im act) Aluminum Fixed Window Limps of Use Certification Agency Certificate Approved for use In HVHZi Yes FL243 Rig C CAC_j6-050Aa odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant No 08/18/2021 i Design Pressure: N/A Installation Instructions Other: Please see We Miami -Dade County Notice of Acceptance (110A) FL243 R19 11 I6-0505.03.odP for product performance infordabon, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 243.4 P\V - 520 (Large Missile Impact) WlnGuard Vinyl Fixed Window Limps of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 15-0612.13.odr Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes r_ 01/08/2019 Design Pressure: N/A Installation Instructions 1 Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 Rig 11 15-0612.13.96t for product Performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Parry: +- Evaluation Reports Created by Independent, Third Party: 243.E PW2620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HV14: Yes FL243 Rig C CAC 16-0629.13.udf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miaml-Dade County Notice of Acceptance INCA) FL243 Rig It 1(-0629.13.mdf for product performance informatlon, anchorage details, and anchor Verified By: Mlami-Dade BCCO - CER . type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent ThlN Parry: 243.6 k-,PVIG720:(Large Missile Impact) Aluminum Fixed Window Limits of Use —-- Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R19 C CAC I6-0629.14.odP Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date . Impact Resistant Yes " 02/19/2019 Design Pressure N/A InsEalla[Ibn Instructidns. Other: Please see the Mia{nl Dade County Notice of Acceptance (NOA) FL243JRl9%TICij'_ 29:14:odf ;for product performance informabon, anchorage details, and anchor VentiedBy Miaml-DaReBCCO = CER hype, size, and spacing infomlate Created by Independent Third party: ' Evaluation Reports JPW Created by Independent Third Party: 243.7 _ - 820 (large Missile Impact) luminum Fixed Whibow, I Limits of Use Certification Agency Certificate Approved for use in HVHZ:. Yes FL243 R19 C CAC 16-0629 14 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami.Dade County Notice of Acceptance (NOA) FL243 R19 11 16-0629.14.od! 'for product performance information, anchorage details, and anchor Verified By: Miaml-Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.8 PW-2720 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R19 C CAC 13-1125.04,= Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes l 08111/2020 Design Pressure: N/A Installation Instructions Other: Please see the M106-bide County Notice of Acceptance (NOA) FL243 R19 IT 13-1125 04 odf for product performance inforrimdtion, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing mfdmlatihn. Created by Independent Third Party: Evaluation Reports Createtl by Independent Third Party: 243.9 PW-3020 (Large Missile Impact) Architectural 5ptem5 Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved far use In HVHii Yes FL243 R19 C CAC 15-0609.06 LWOW Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/I6/2017 http://www.floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 11 /20/2017 Florida Building Code Online N Page 3 of 3 Design Pressure: N/A Installation Instructions Other: Please See the Miami -Dade County Notice of Acceptance INCA) FL243 R19 It 15-0609.06 LM'.cH l for product performance Information, anchorage detalls, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing Information. Created by Independent ThIM Parry: Evaluation Reports Created by Indepebdent Third Parry: 243.10 PW-3020 (Small Missile Impact) rchitectural 5 Stems Aluminum Fixed Window Limits of Use Certification AOeniy Certificate Approved for use In HVHZ: Yes FL243 R19 C CAC 15-0609.07 SM. Did( Approved for use outside'HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 'f 04/17/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance INCA) FL243 R19 11 15-0509.02 SMxdf for product performance Information, anchorage details, and anchor Verified By: Mlaml-Dade BCCO - CER type, size, and spacing Information. Created by Independent Third! Party: Evaluation Reports Created by Independent ThlM Party: 243.11 PW-5420 (Non-Inpact) Vinyl Fixed Window Limps of Use - Certification Agency Certificate Approved for use In HVHZ: Yes FL243 Rig C CPC 16-0629.11.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resident: No b' 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance INCA) FL243 R191116-0629.11.nd for product performance Information, anchorage details, and anchor Verlfletl By: Mlarel-Dade BCCO - CER type, size, and spacing InPomia[lon. Created by Indep=n lent Third Party: ' Evaluation Repotts Created by [ndepehdent TNrd Pa 243.12 PW-5440 (Non -Impact) Vinyl Fixed Window'Used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZi Yes FL243 R19 C CAC 16-0714.20.odf Approved for use outskid IiVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No -- 09/24/2020 Design Pressure: N/A i Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 Rig li 1&0214.d0.odf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent ThIM Party: 243.13 MY-5520 (Large Missile Impact) IVinyl Fixed Window Limps of Use Certification Agency Certificate Approved for use In HVHZ: Yes R243 Rig C LAC 16.0629.12,W I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the MIamFDede County Notice of Acceptance INCA) FL243 B12 If 16-0629 12.o0f !for product performance inforrilatlon, anchorage details, and anchor Verified By: Mlarnl-Dade BCCO - CER I type, size, and spacing Info"iiUoli. Created by Independent ThIM Party: Evaluation Rep. Has Created by Ind¢ ehtlen[ ThIM Party: 243.14 , P.W=5540 (Lame Missile Impact) Vinyl Fixed Wlndow.used with Caeement/Awning (Limits of Use - Certification Agency Certificate Approved for use in HVHZi Yes FL243 R19 C C!•C 16-0214 19 ode i Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Mlaml-Dace County Notice of Acceptance (NOA) FL243 R19 11 to-0714.19.0df for product performance Information, anchorage recalls, and anchor Verified By: Mlami-Dade BCCO - CER j type, size, and spacing Information: Created by Independent Third Party: Eva ou ion Reports 'Createtl by Independent ThIM Party: I i J:4 Cpn�rarLlZ :: 2601 Blair Some Road, Tallahassee FL 32399 Phone: 850.482-1824 The State of Florida B an WEED employe, Cowmht ID07-2013 Stan, of Florida.:: Pr'rvacv Srtpment :: Accamib111ty Statement :: Refund Statement Under Florida law, email addresses ere public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. instead, cOntaa the pfice by phone or by trahtional mail. If you have any quentioas,'please contact 850.487.1395. •Pursuant to Semon 455.275 (1), Florida Statutes, effective f ctober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The ¢maps provided may be used for official communication with the licensee. However email addresses are prbl:c record. If you do not wish to supply a personal address, please provide the Department win an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please thick here . Product Approval Accepts: ® RR M ' Credit Card Safe i• ._o http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 11/20/2017 MIAMI-DADE MIAMI-DARE COUNTY •i� `t 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) w w.miamidade.eov/eeonemv 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,4 after the expiration date stated below:: The Miami —Dade County Product +" Control Section (In Miami—DadeJ, County) and/or the AHJ (in areas other"than Miami —Dade County) reserve the right to have this produd,or material tested for quality assurance uurposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone: uz--------A DESCRIPTION: Series "PW-701/7� 20/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05(16, prepared by manufacturer, signed and sealed by Anthony Lynni)vliller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptange:number and expiration date by the Miami -Dade County Product Control Section. � .� , MISSELE IMPACT RATING Large an Srnall'Migsile°Impact-Re,istaut f LABELING: Each unit shall; bear a permanent label with" me -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 iaa ii' cture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, adLeitiging or any other purposes shall automatically terminate this NOA. Failure to comply with any section of(ihis NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The,''& number preceded by the words Miami -Dade County, Florida, and followed by the expiration data 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 t}iis 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 NOA# 15-0528.26 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. I t NOA No. 16-0629.1�d MIAMFDADE Courm _ s::Expiration_Date: '.February 19, 2D1,9 I I I/p ApprovaI Dat g t 04, 2016 F-UmimPage 1 PGT Industries, A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOANo. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS tit 1. Test reports on:, 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,`Duraseal® spacer system, Super Spacer® NXTrm 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 06702/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on'.I) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading pei'TBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with ril'ar'ked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated.03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted underNOANo. 13-0502.03) 3. Test reports on:''f) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 J) Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test per FBC, TAS 201-94 ') Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with ni rWd-up drawings and installation diaj�am of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOANo. 03-1105.01) t3 y Man el Pej ez, P.E. Product Cok trot aminer NOA . 6-062914 Expiration Date: February19,2019 Approval Date: August 04,2016 E 1 ,/ PGT Industries, Inc. NOTICE OR ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014),.dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. I5-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL, CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glaving gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D4' ff Standard Test Methods for Vulcatiiied Rubber and Thermoplastic Elastomers '''tension of 1600 PSI. c) ASTM D95$ Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 694.1est Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. r+ • i"c? a> Manuel Per z, .E. Product Control am er NOA No. 1 9.14 .f �. . Expiration Date: February19, 2019 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE Of ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. 17L-7212, dated 03/21/13, signed and sealed by -Marlin D. Brinson P.E. (Submitted underpreviousNOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. 6 G. OTHERS r .i " 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/09/15 and expiring on 02/19/19: )t t Manuel a E. I,i Product Contr Exa finer NOA No. 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-3 i� _ .�:_. ..n .. ._ _ r .., n .. ,.. ., _ . �•.... - G � J GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT FIXED WINDOW I)THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF ME FLORIDA BUILDING WOE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVRZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3V IN THE HVMZ, THE OUTBOARD LIM (CAP) MUST TEMPERED, 3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMMDADE COUNTY APPROVED MASONRY ANCHDRS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 090 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. K51 PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN HIW THICK ARE TO BE CONSIOEREQ 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT 19INSTALLED DIRECTLY TO SUBSTRATE ' WOOD'BUCKS DEPICTED AS MAKE]-YYTHICK OR ' GREATER: IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNEU 10 PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR L 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SENUNWFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) MAX. lld' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130D. B. POSITIVE DES(GNLOAOS RASED ON WATER TEST PRESSURE, STRUMMU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13M. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W WDLAADS CORRESPONDING TO WE REQUIRED DESIGN PRESSURE THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOO. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL NEUME REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3650 6 7212; ELM ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAFSPA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10)ME 720 SERIES USES A PVB INTERLAYER. THE US SERIES USES AN SO INTERLAYER. THE 720 AND =SERIES MAY ALSO BE REFERRED AS ME 701 SERIES. •2014 FLORIDA BUILDING WOE(FBq.STH EDITION DESIGN PRESSURE RATING IMPACTRATING •ASTM E1300-09 •ANSVAFBPA NDS2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE S SMALL .ALUMINUM DESIGN MANUAL, ADW2010 SEESHEETSM MISSILE IMPACT RESISTANCE 4B' TIP WIDTH •AIBIS10047/52.2010 4]'BUCKBUCK WIDTH 48'BUCK WIDTH 48'BUCK WIDTH _ K-1/4'VISIBIE d5-1/4'YISIBLE _ 4S1/4'NSIBLE LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH ,I r�0.SHEET 8 6-MAY ��. .SHEET] 61r III F, SHEETB I 2 �� D. I-�M SMFFTP �1 A I I D r—.— —.—ry 12'MAW /__. 821/d' �I 'ISISLE'I 12 MAX..— O.C.- lIGHT OC. h.. HEIGHT' T Bc - - TIP -TO - i TIP HEIGHT I _ Iy MAX SHEET6 TYP-Fl,X GEDFRAME ELEVA710N'(TESTEDUNtT) GUIDE TO SHEETS: GENERAL NOTES .._...._._.._...._ 1 ELEVATIONS.........- .................... 1 GLAZING DETAILS- ..... .......... _... 2S DESIGN PRESSURES.._.............. 2-5 INSTALLATION, FLANGE...._._._ 6 INSTALLATION. EQUAL -LEG..-.- 7 INSTALLATION.INT.FIN A..........8 INSTALLATION, INT. FIN B..._.....9 CORNERASSEMBLY ................... 10 EXTRUSION PROFILES..............11 PARTS LIST..................................Al C EET7 1 96' I BUCK HEIGHT 931/d' VISIBLE LIGHT HEIGHT 1 CIE 5 MAX -I LIGHT HEIGHT 1 12- MA)(. O.C. T TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) FIGURE 1: -O.C. 170.0. MAX / JQ / ..,t. MAX r Typ P Dmuition Sheet 0 1 711WUnIi 16-M-.Off PVB -M16'HS) 2 2 711E U. IB'HIS -.09P PVB -3118'HS 2 3 1-1/16'L•mi. 10511T T-711VAir . M16'M-:090'PVB -3116'HS 3 4 1-111V LwM. IGM18'T-T/IWAl-WIW HS-(AW PVB-WlV HS) 3 5 TMVUITI 16-M-. SG - WIT M d 5 711F UrN PIFHS-.D9P SG-L16-HS 4 7 14IVLxIIl.g3115'T-7116'Ain 3lle'All -.O BG-LI9'An, 5 B 1-111V LWIIL IG WI5'T-VLF Air -WV HS-.090.5G-WIT HE) 5 'SG'•'KURARAY SENTRYGLAS-INTERIAVER' BYKURARAYAMERICA INC. 'PVB'-'KURARAY BUTACITE4 PVB INTERLAY9W BY KURARAY AMERICA, INC. n. anccln �-- 6-MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 24 ANCHOR SPACING TO BE 6' MAX FROM CORNERS AND tY O.C. MAY FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. i WIDTH I-- WIDTH --j )r WIDTH— -{ F— WIDTH y 1 1 LL J 1L— _J WIDTH - Imo- NOW --I WIDTH --i I -WIDTH 1� 1D 1LO L _ J IL J I -^WIDTH I� WIDTH WIDTH +{ Imo- WIDTH +I a 3 ,a6 K n o >� a 6 Np ry D g OL. y R o z W LL Z M n ` d W Z m O .l o^� U' D"a 00 rn �z az O O g < W o W 0 ® Z5 Z iaaP z W W F 5 O a Z Z •loa O U W Z Z 0.. LL 0 I`l` ,DNY DVIV 4 i ff '.EP A1o. 5370E YC O rATEOF(� A LYNN Mil IER RE- PEOSIM Window Design Pressure (4, psf( for Glass Type 1 Lmg S00(I.) - NN. (8 2. 72 b 78 80 84 BB & 9B 10D 104 104113 4..180 •/.Bp •/80 H80 "'Se a/b] .180 +180 •/80 ./80 N q80 J8 �-+180 +180 •I-00 +l-00 .180 •180 H8D .1m +/-00 ./40 •/8p a180 H80. H80 H.W +!A] +180 .1.79.8 •I80 .I.T9.4 36 ./80 •i40 +140 .140 .180 .180 .1.79.7 ./-T1.2 .1-75.1 aL]34 .1R.2 38 ./80 +/80 +180 .180 +/80 -IJIll +I-752 Hd25 H-10.3 +18&5 .1.88.3 10 .180 +/40 •18D •I-A.8 •/-Tr.2 •/-70 71-T1.3 +Ib].9 +145.1 .163.1 .141.E 42 .180 +180 .14D . n.q +614.3 +17 a18&2 .1b4] aIZIA HZee +1-A.2 M •t K) .180 .I.789 .i- 4 .11 1 -1 &9 .1456 ./b22 +1593 .141.5 t 46 .18D .1R0 1.nz .1-73.6 .1-70.1 .lb&8 •/83.5 a1803 +I51.7 _ 48 +180 +/-793 HA56 +141.9 .Ib8.3 ./41.9 H41.5 ./.M2 50 N80 +1- .I.T4.1 .I.703 W8 J +/mi +159T P 52 ./-79.1 .Id5.6 +I.724 .1�.8 H851 .181.5 A Mn4 U.T18 .I70.5 4181.3 H835 58 •I-]SB +L]2 +I88.8 •I45.3 50 .1-742 .1-i0.3 Hb&5 0 •/.12A +ILL.] +f4S 82_. •:.tSW +Ib1.1 - I,, e4 +Ib91 N455 88- :+1883 T f 81�]IB .1-01 DIMENSIONS SHOWN. .ymrr#Y�lila•I•YfI-']ti�la Window Design Pmssure (+I-, psl)forGlass Tyne 3 La,,, SEB I.) 81.]I8 72 76 80 04 BB 92 9i 100 1p4 10492 30 •1-00 ./40 +/80 ./80 .I80 .180 •l80 •I80 +JJp .140 +l-0D 32 +1-00 ai •180 +/a .140 .180 4a +180 +I80 .140 +I-00 34 H-0D •180 •180 +180 .180 .180 +14M H80 +I%I +180 •180 30 .180 •I-0D .180 .14W +140 +1-00 .180 a180 a18D ./-00 ./40 30 •180 .180 .I80 •140 +18D .,a .180 +18D al]9.4 +146A +174.3 40 +/80 ./80 .180 a180 .180 .180 •180 .I-181 1 •113.5 0-709 +Ib9 42 r/4W +180 +180 +14W +IZD +I80 •Ln •J11 +/696 .1b69 +145.2 N H80" +LBO •1-00 .180 •14D +I.T.B - l-4A tl-TC3 0.675 a1E39Y s Y8 a140 +140 Om .180 4L]9.2 .1154' +1.11.7 +14&1 a185.1 dtl .I40 •180 N80 Om a1.11.2 +IA13 +159.5 H8&8 50 •180 •440 +JBD +1-T9.4 +/-T5.3 +1T1.3 +1825 52 +189 +180 +180 •I.n.] a1.13S .Ib95 54 ./80 +/80 +1.79.6 .1-76 4/-71.8 56 .180 +180 +)."5 +LT38 58 +180 .L79.4 +l-TSA w +,a .1.71.8 •1-735 62 +180 +1-75.8 61 +bias •b71 68 +L7T2 6bp8 -V 1-FROM THETIP-TO-TIP 711WLAMWATED GLASS STACK f f .090'PVB INTERLAVER WWHEATSTRENGTHENEDGLk&S 3116'ANNEALED GLASS d 1 USED ATCURVEO FRAMEMEMBERSONLY 29 SIB' LONG SIDE ®it-]IB'O.C.MAX GLASS BITE r- f3 SHORT EKTERIOR S15E <�3 20 13 1 �l GL'A�-LYPE1 r' Jam. . LONG SIDE ON. SSHORT IDEle _Y FIT WITHIN. L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. dH6 GLASS STACK STACK GLASS STACKED GLASS STACK W16-HEAT SHORT _ W18'TEMPEREDGIASS STRENGTHENED GLASS SIDE f S16-ANNEALEDGIASS 7/'6'AIR SPACE -0W-PVa (1 •IINTERIAYER .S. 5 I J �.l'"3 • LONG USED AT CURVED SIDE FRAME MEMBERS ONLY 29 5W @ 11-1/6O.C. MAX. GLASS SITE to 1EXTERIOR a s 21 13 -"I SS DET GLASS TYPE 3 XDIMENSON. COMPLETELY RT WITHIN. K N C in0 ❑ N h Op a 7 °zLL N ALL m w' Y g UU XN o In 0 w O �> pY p Z �Z RZ v' 0 0J g 1 aZ LL O N ® g w IiJVS O N K Q Z 0. ibis o3 + w IS C7y O LL IL ❑ i•uK •Jl 'J:iO A LYNN MILLER, P.E. PE W?w TABLE 4: Window Design Pressure (4/h psB farGlass Types 2114 am BO & aB 92 100 1M v2 104 1R 11a RO 121 129 +32 to 1♦D 1M 0T-TIB rz TB •I40 lz .1 40 •l40 +140 H40 +140 •I40 .rRO ,IRO ,l-01 ,I40 +I4o 30 ,IRO ./40 ,140 ./40 +140 +IRO ,140 ./40 •I40 •rR0 M40 •140 •!40 +140 M40 +140 .1R0 +14] .140 32 ./� .IRO .140 M40 •/40 M40 •IRD ./40 +/40 .140 .IRO •140 ./40 •140 •IRO •140 +/40 •14] ]1 38 .lRo .IEO .IRO •IRO .140 U40 ,I40 •r40 .14D .IRO .140 .1R0 +140 .1.90 .140 .IRO M40 ,/4D M40 M411 •/m >0 .IRO .I40 .I40 +IRD .IRO +r40 .140 4140 •IRO M4O .IRO .IRO H40 .IRO AO Moo H40 •I80 •IRO •/40 +/RO .140 s/RO +IRA .IdO .IRO .140 42 +/40 .140 •140 ./40 M40 •140 .1R0 .IRO •IRO +IRo .140 N .IRO •140 Moo +I40 H40 •IRO .I40 .I4D .140 ./40 t- 48 .IRO .140 •lR0 •/40 MRO +140 .140 .140 M40 0 46 •140 HRO •140 .140 H40 M40 •I40 ./40 50 ./40 .140 +140 +I40 +140 •/40 •140 52 .1R0 .140 •140 •l40 .140 1•1-fl.1 5• ,IRO +1 +140 •l40 •/-T0.0 56 .1-90 •140 +l40 +1i81 .1.110 .- Be .140 m.ne MRo NOTES: +) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THETIP-TO-TIP DIMENSIONTO DETERMINETHE BLICKDIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TOTHE NEMAVAIUBLE SHORT ORLONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ]/lVI.AMINATED GLASS STACK INTER-KYER WWHEATSTRENOTHENEDGLASS - """"""""'�" 11 USEOATCURVEO FRAME 11.7 EOSONLY T9 yB• - - .. 4na�e•o.c. MAx, cuss BlTF:j" 13 EXTERIOR 20 3 GLASS TYPE 1-1/15" NOR TABLE DIMENSIONS MAY BE GLASS STACK 711WI-AMINATED ORIENTED VERTICALLY OR GLASS STACK HORIZONTALLY AS SHOWN. 3M 6'HEAT STRENGTHENED GLASS LONG 31+6"TEMPERED GLASS M1WHEATSTRENGTHMEDGLASS SIDE �- LONG BIDE 7/16"AIR SPACE ,OBO'PVB INTERLAVER -f- r 1 +1 SHORT 5 � SIDE ATCURVED SHORT IBERSONLV 28 _ 518" J� SIOE le•o.c. MAX. ^cross BRE ..._ .. 141 EMRIOR r-- LONGSIDE C] 21 3 r GLASS TYPE 4 SHOSIDRT b' LONG N SIDE L �1 SHORT SIOE 1u t7 y Il] V N alb 0 o W UU O M N N I J n O Z N LL m W Z J F B -.0W U_ Y N axa �z mO z O 0Z Op i az O F 5 J w � Q o 0 m W r O w Z Ul a elo o oao w � u w x w 3n K\L ALYNNMILLER, PE PEN W05 Window Design Pressure (+F, ps f) for Glass Type 5 Lm9SXk1V11 0.718 1 72 1 T6 I 00 1 01 1 08 92 I 9fi Ire 101 IM112 30 .M.R54 .M.121 rW-1155 .91-111.5 •9W-00B.5 .9W-105 +9W-1045 +901-103.5 •9W4025 .9W-1007 +90'-97.9 32 .901-018.9 .9WA108 •901-1053 .9b-101.8 •W-9a7 .9W-951 •9N-923 •901-90.8 •9d-90.3 NA99 H89 31 +M.IW9 1+9W.IS3 I.9Wa88 1 .911.95.1 .911-910 ♦1802 .184.4 •/81.5 •I50.1 .I.l9.B 7FM4 So B28 +9W-9T.1 .M-na •48B.9 .1855 N826 .1-79.i .1-17.2 .I-151 •1-734 .I-R2 30 .9 .9W-922 +1-0 7 .183.2 +/8D7 .I.76.1 +I-75.2 +1.925 .1-70.3 H88.5 N8B.3 b 1.8 .1832 Hb2fi +l-T9.8 +Ai72 •1-743 .1-71.3 .187.9 +/85A N$3.4 •Ib1.8 42 t.3 ./81.] a/80.7 +1- A •I-H.3 +Id1.3 •/88.2 1I84T +I81.6 .L5Aa HbB.2 M 3 •I@A .I-78S +4T54 .1.721 +1889 ./85B +/822 .15117 +157.5 E 46 1 Nd1.8.157.7 .I-R,3 +I.75.6 .1.71B 4b8.3 +LB) Nb1.5N562 9 U--7- H-7].5•-741 .IM3 •186.T +1831 +IBA] 52 91 NA56 a-024 •IAJ.B +/b5.1 +181.5 A •I-73.0 +b7D5 •1873 +Ibi5 9a8 0-72 •I80.a ./b53 5042 •I.M.3 +/86S E0.27 .1487621.2 .WA9T •1 6I-TIB •IbT DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP -TO -PP IMS NOT SHOWN. RWND UPTO THE NEXT AVAILABLE SHORT ORLONG DIMENSO5 RCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE NFETAPPUES ONLY TO FLANGE AND EWAL-LEG WINOOWS. CO NOTUSE WI7H FIN Window Design Pressure (0, ps f)forGtass Type 7 m95i6e(m) 87.718 rz TB 90 841*1.&4 92 1R 100 1W f04112 S0 +9W-03p .9WA30 .9W-03D .9W-t28 .9W-12G8 +n-118.1 .901-111 +9W-0158 •9b112] .9W-1099 32 +9W49 •9W-451 .9WA10.9 +9W4118 .901.1it5 .9Wd043 .9W-1024 +BON-102 •9W-IG1.1 .9D'.9.] 34 +M.123.1 .9W.1104 .9NIT27 +9W-1075 +9W-101.8 .90-95.3 7M.W.1 +91.9.6 .1.90 +Iffi.6 36 +BY-11B .91-10Ae .M.10,.8 +9W-100.5 .9W-%6 .1.m .181.3 .M1.9 .Ib23 .181.2 38 9W-ill.2 +90-1042 .9019T9 .90191 91911 •1849 H819 .1-794 •N04 .I713 40 9Wd06.9 +90'.96 .9W9i4 +9W.9.1 Ib72 +/805 p757 +6735 +1-109 .189 42 M.103.2 .9W951 +W91.2 NBTA 18• H.D +/T31 ./89.6 .Ib69 +Ib62 u W.W 7• +9W.9.1 ./891 .Iffi2 WA- +174.1 +1403 +1875 +Ib30- E 45 •9W-9B .9W-91 N872 NX1.2 179e ./ 11 .1$B1 -' 6A 10 +90195 +189S H851 .181.2 N•TT,2 N-73.3 N89.5 +/458 60 .901.91.4. N8].8 Hb3.7 r/.79.4 N.75.3 ./A1.3 +187.5 5 y 52 •/8A4 •Iffi5 r/81.8 N-7/.1 +143.5 +1895 m •1.am +18 41 ./-796 NAB .1-T1.0 56 •18 15 H81A .1-77.5 58 .1850 MM 7/-754 SO Nffii 77 NA.6 N-T35 62 •1804 •F75B 81 I •1-T00 N-74 SO I +I-ns ax71e •lAa9 J/16"ASS STACK GLASS STACK I 4 USED AT CURVED FRAME MEMBERSONLV 29 SS ®11-71B' O.C. MA%. 1a % ERIOR a ldlt6 NOM. GLASSSTACK 311W TEMPERED GLASS 5 + USED AT CURWOO FRAMEMEMBERSONLY 29 BD 11-7I8' O.C. MAX 1a EXTERIOR a DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. ITES NOT SHOWN, ROUND IIP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. RCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW 512E IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. MEU"PLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN�FRAMED WINDOWS. GLASS SITE �- LONGSIDE Ry T Nliani SHORT 20 13 SIDE _ L GLASS TYPE 5 LONG SIDE SHORT SIDE L O } a a1o6 0 U v n u K TABLE DIMENSIONS MAYBE 0O m n W ry ORIENTED ALLYOR 0-3 O' 0 ? S HORIZONTALLYAS AS SHOWN. ZLd W W +o/R V To W �>C5 O Z m �Z G.Z 0 N W O GLASS STACK SHORT qqp y W N'45 3I16'ANNEAlEO GLASS SIDE 3116-ANNEALED GLASS b 3 .091rSGINIERLAYER O W Z a 0 Y alo>s Z a p LONG' S 0 (9 51a' TJ SIDE G W W 3. GLASS SITE LL ❑ IS1 a11.1 ozaG mua5 21 13 _ SHORT � - SIDE GLASS TYPE 7 ci-��k A LYNN MILLER. PE. PE&Sa]OS _ Window Design Pressure (+h, psi) for Wass Types 6 & 6 Long SKe (s) 87-RBI+WIN 76 BOI+W&lu.l, 80 921.W.1205 Im IN fOWU2 112 116 t20 124 1� 132 131 tm 144 30 .901.13130 •901-131 +9M-130130 +W-130 •9W-tm0 +9W-130 +9M-1m +9M.Im •mA30 +981.133 +90/.130 +9M-131 •m.131 +9M-Im .9M.13D +90/130 + 43D 32 +m.mm •9M-131 •9M-ImW +W.Im +901-133 .901-130 +9M-130 .W.IM •M.iM +901.13J +901-130 •9M-t31 .9M-133 •9M-130 +9M-13D +901.130 N .9M-130130 •9M-130 + 43D130 +9d.130 •W.1300 +m.130 •901-130 +W.130 +W.130 •901.130 +m.130 +90I-130 •9M.136 •9M-Im 38 +9M.130130 +9M-130 +9M-13030 +901.130 .9M.1V30 +901.130 +SII 40.IM .W.130 +9W-130 +W.130 r901.tm .9M-IV 38 •9M-Imm +W-130 +9W-Im1>1. r9M.IX rWMJW33 +9W-1W •9M-1W .9W-130 +9W-IM +9M-129.2 •9M-12T.3 40 .9IK-130130 .9W-131 .W.Im130 .BM'-130 +9M-130M +9W.130 +W.In.B .0-123.2 .90FAM 42 - +9M-im130 +SWIM .9M-IN130 -W-130 •9M-130 93 +9W-Im2 +9W.119.T +9M-1164 M •9W.1313D. •W-130 +M430130 +W.130 .9W-130 46 rS34194 •9M-115 L 46 4 -13013) .10/430 +9W.130130 +9M-130 +ar-12690.5 +9W.1153 48 +W-130131 +9M-133 +911420130 •90'-129.T +gM-In 65 SO •9M-131W +W-130 .9&-130.13) •9WAM2 489.V-119. 5N x 52 +9M-130130 .Wim +9M-1334 +8681-123 N 54 +m.130IND +9M-130 +9M-120 -12T.1 58 rW-133 I +9W-131m1m . 58" .9Md:f0 +90.'-130-+901 W.A., WIm..gM.13D •9M.130 86 •9M-130 _- W418 +W.Im ANDOWS, SUBTRACT 1' FROM THETIP-TO-TIP DIMENSION TO DETERMINETHE BUCK DIMENSION. NEKTAVAIIABIE SHORTOR LONG DIMENSION. ;MALLEST WINDOW SIZE IN THE TABLEABOVE WRICH THE OVERALL DIMENSIONS COMPLETELY F EQUAL-LEGWINDOWS.DONOTUSEW FIN-FRAMEDWINDDWS. TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR GLASS STACK I HORIZONTPILY AS SHOWN. T116LAMINATED L� T/1VLAMINATED LONG GLASS STACK 1 GLASS STACK SIDE M16'HEAT STRENGTHENED GLOSS ��- LONG BIDE ,O9O"SGINTERLAYER &18'TEMPERED GLASS 1 VWHEAT 3f1WHEATSTREN0THENEDGL S Nis- HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .OBO' SG INTERLAYER SHORT 4 SIDE 11 !� SHORT -' •�'USEDATCURVEO' USED ATCURVED� 3;,.� BIDE IFRAMEMEMBERSONLY 29 11-7/8' O.C. MA%. - GLASS BITE FRAME MEMBERS ONLY 29 (g 11mr O.C. MAK. GLASSBITE 1.3 13 F� LONG SIDE �i T EXTERIOR" FJ(TERIOR a 29 13 a sT 21 19 SHORE LONG SIDE BIDE GLASS TYPE 6 GLASS TYPE 8 L 01 SHORT SIDE el J > o ❑ a y n O� yN m d In J N ZLL uNiLL m_ W ?UJ N ❑ u•Ra UU X 0 WZ OEm D °N �0 O e oz m Z •'- 5 J a Q 0 b w � hays y z 0 a 0 w ❑ F U Y A LYNN MILLER. P.E. i 2X WOOD BUCKSTRIP INSTALLATION _ EDGE ill ORFRAMING,SEE DISTANCE NOTE 2, THIS SHEET TYPE INSTALLATION EMBEDMENT TYPE- L.� lw• EMBEDMEM SHIM TYP. M ABME SUBSTRATE GE DISTANCE PER SUBSTRATE EDGE EDGE �. SEE TABLE S. THIS SHEET DISTANCE B 1M'MAXSHIM4�M4HORTYPE, WEZEDMENTANDEDGIE 17A PER SUBSTRATE. •• EBTHISSHEET USEDATCURVED f T c _ FRAMEMEbMBERSONLY •. �I1 T18'C MAX---,,-,,CONCRETEICM -' Fn7 WIDTH= :: -..- r`.�.+�'%^' �+�-_- "d.--..-_PERANCHCR - �.—�•. ' REQVIREMEN! OWBUCKW II'. •' 'WINDOW BWBUCKMOTH WINDOW BUCK WIOIH WINDOW TIP-TO-TIPWINDOWWIDI Bum EXTERIOR HEIGHT - 114'MAXSHIM � � HORIZONTALSECTIO TIP -TO -TIP i WINDOW p46TEEL HEIGHT VISIBLE SELF-DRIUJNG EMS TABLES: LIGHT (GS), BEE TABLES. HEIGHT= THIS SHEET WINDOW Buac HEIGHT- INSTALLATION 2IGH METHOD D IN T10N ANCHOR UNDER UNDERNEATH THE BEADING EXTETRjIOR 27 MIAMI-DADE"PROVED MULLION V (SEE SEPERATE NOR). ALUMINUM, 5 STEELFRAMING OR 6TEEL STUD. _ SEE SUBSTRATE PROPERT S, •`•a TABLEB,THISSHEET 5 r114•MMSHIM INSTALLATION Ld TYPE B EMBEDMENT SSTRIP, S SHEET PRODUCTREVISED EDGE ;•• DISTANCE wcempyim,viONe Flmitla Bul4lnB cme Sf.C'r 1A.11(43- Amp. Nb b 1 By nfimn' D 1e ROEw ... .. B yI{ ---� -� CONCRETEICMU 1 '• PER ANCHOR a Nncy REQUIREMENT i 0 > ,B O W Z O m < J 7 N J m O Z LL LL 2 W .e.ep n Mcror S�atmle MIR. E4pe Ci.t . MN. Em(w4menl Max O.C. B IV vl24rw14410SSScreW ..SW m Pi.(50-D.55) 8118 1.8- 12- AYunFum W63T5mkl. e- O.MP 12' A38 Steel 118• 0.06T•• 12' St"I Stw. Gr. 33 MIR 3la' O.00S IB Ga' 12' 012mk14Sl IScmw(G5) P.T.SWM-Plne(SO-D55) G1a• IdF 1P AlMnmum 906 man. A36 Steel 3f8• 316 0.6W 0.0W 12• 1P 81.1 SIW-Gr. 30 Ma— _318'. .0.0{S(18 Ga 12•-•-• �<114 410 SS CretiMi: U m "'a CMV: (ASTM C`% � 211P 1-1p 11 Concrete (MR 3.35 ka I 1 1-YV _ _121v 1N'St.1 Wracen r —CPnnrtle(mR2B5kal' 1• 1111' 1]• Concmle mirt 2A5kep. 2.11P 1-v 12' DnpM1Lhl4 CM'J, (ASTM L9a) 24IP 1-1/4" 1]' GmNIep CMU. ASTM C90 2-11P tal4' 1P 5116• Btcel Ullmcco Lalmreb plN 9.Sb) 1d14' 1-MP 1]' Grtut4a CMU ASTM GW 2-117 1 1. 1 ItY I- w W o Y o 6pD LL o> QO �z Q.Z o F 5 ° J Z O m J F 0 N a Z Z you < .O W Oo. �• W 5 -... ..._.. - ' a ,• a. • ....."...-.. REOUIREMENt ... ...__..._...._.__. 1. USE ONLYANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMEMAND EDGE DISTANCE LIMBS. ' 2. WOOD BUCKS DEPICTED ON THIS SHEETAS 1W. ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN lAW. IX WOOD BUCKS ARE - � II INSTALLATION EDGE TYP. ANCHORTYPE,EMBEDMENT PTI OONALIFUNMC BEINSTALLEDDIRECTLYTOSOUDCONCNETE. WOODBUCKBDEPICTEDA$'IX-ARE1-10' ICKORGIIAnR. 6 _ DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS "PROVED BY AUTHORITY HAVING TYPES SUBSTRATE. SEE TABLE B. THIS SHEET JURISDICTION. VERTICAL SECTION B-B 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHN.L BE OF A SIM TO PROMDE FULL SUPPORT TO WE WINDOW FRANS. 4.IF"PLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOR APPLIES TO WHOLE SYSTEM. A.LYNNMILLER.PE. 2X WOOD DUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING, SEE TYPE TYPE I` DISTANCE y NOTE 2, THIS SHEET 1%WOODBUCKSTRIP, t— EMBEDMENT SEE NOTE 2, THIS SHEET INSTALLATION {� 1/4'MAX TYPEF O EMBEDMENT — y� 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND I EDGE DISTANCE PER SUBSTRATE. �L EDGE - SEETABLE9,THISSHEET DISTANCE J^ItE 1/d•MA% 2 EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT e WINDOW BUCK HEIGHT- 2-3X TYP.ANCHORTYPE, EMBEDMENTANDEOGE 11 DISTANCE PER SUBSTRATE. SEE TABLE P. THIS SHEET , USED AT CARVED . 20 FRAMEMEMBERSONLY (�1TJIB10.C.AW(. fANL4�TCA,'dl PER ANCHOR j -- -� - — - REQUIREMEM 1/4'MAXSHIM +{ #12 STEEL SELF-DRILLINGSMS (05), SEE TABLE 9.� THIS SHEET I I EXTERIOR \ b I VIVIINDOWBUIGHTWIOTII_= ---- - �-WINDOW BUCKIMOTH HORIZONTAL SECTION C-C INSTALLATIOljIm RIOR MIAMIAADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, EMBEDMENT �E NROOL1Cf P.BW6ED IF DISTANCE x I . PER ANCHOR REQUIREMENT ArwkBr SukOVek Dllekrcx� Mm. Emee .N Max DO D k0 012orN1441O5SScmw P.T. SeMIwm PIrc(SG=0.55) I6' 1 IT AWnlwAS W6H3min, a. '• 1 AIA S T ale• 1Y SkNShrl.Gr. , MB• OWS•18 Gd !r (18 IT MOTS P.T. SaMMm Plro l50=0.55) 6I18' 1�318' 1Y Awmdn 75 MIM VT omO 1Y 012 or#14 Steel S..(GS) ifi A36SMel wr 6.08Y• 1Y Sktl SM. Gr. 3S al. We- 0NIT 08 Od)• 1Y tl4'HO 66 CrekFIeO WlpoNe0 CMU, (FSTM O66) 2-VY 1-1M• 1Y Wncrete(miw 3.35 kBB 1' 1d/ IT Ild' 31e01 Ul6econ "WgmmW Ca axle miry Z85lep 1' tdm IT LDMm10 mlh 2B5 hsl 2.1/Y tdl6' tY CMµ R6TM G93)• 11i 114/4' '1Y GIBMed CMU A91M 090 2-VY 1S'd• 1Y 5116' Steel Nrecen f.Dncrete (min. 3.5 kal) 1-ILO' ldld' 1Y GrvNW CMq A6TM GB0 ]4IY tyd' tY I HI — _' TABLE 9.THIS 6HEET �I , MILE �14'MAXSHIM ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. T / 1% WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET • CONCRETE PER EMBEDMENT x ANCHOR INSTALLATION NGTEI- '• REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCE UNITS. INSTALLATION 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'IIQ ARE BUCKS WHOSE TOTALTHICKNESS IS LESSTHAN 142'. 1% WOOD BUCKS ARE I TYPE Y'� EDGE TYP. ANCHOR TYPE, EMBEDMENT OPDONALIFD ffC BEINSTALLEDDIREC%YTOSOUDCONCRETE. WOODBUCKSDEPICTEDA54 ME140II ICKORGREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING • SUBSTRATE. SEE TABLE 9, THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. > m y m s e N >I=G OFF o m W p N uxw0 Z LL N IJL 0 W WU Otero H- Z m O Y = CB x aua do > O e �z W LL g z O O ® y»n5 r n Z 3 H m Z Q 2 a 0 Z w m < A LYNN MILLER, PE. P.E.456T05 EMBEOMENTANDEDGE EMBEDMENT DISTANCEPERSUBSTRATE, SEE TABLE 1G, THIS SREET INSTALLATION TYPEI L EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 23/4' INSTALLATION TYPE 2X WOOD BUCKSTRIP OR FRAMING. SEE NOTE 2. THIS SHEET EDGE EDGE R F DISTANCE DISTANCE ONLY:i 1/4- MAX SHIM INSTALLATION TYPE (CA). SEE TABLE 10. THIS SHEET INSTALLATION INSTALLATION TYPE TYPE 1/4'NV0( EDGE DISTANCE �{ SHIM 2XWOOD BUCKSTRIP 2XWOODBUCKSTRIP OR FRAMING, SEE OR FRAMING. SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET f�p TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I SEETABLE10,THISSHEEf EMBEDMENT 3 1 ' i1 �••-- - EXTJE�RLIOR DTH V VISIBLE OWBU KWID H-2 � WINOOWBUCKWIWIDTH 4• i WINDOW BUCK WIDTH HORIZONTAL SECTION E-E XWOODSUCKSTRIP EXTERIOR �RFRAMING,SEE- 1' OTE2.11HISSHEET---- �1/4'MAXSHIM MIAMI-DADE APPROVED MULLON (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, 17 TABLE 1G.THIS SHEET Mche BumLale MIG Edge pslence Me.1. O.C. SpacIm 2-1Q'a.113'Boa NeO P.T. SM Pine SG-0.55 511F F 2412'X.131-Commm Nell P.T. Scuthen Pine G=0.55 31F F 2.IQ'K.14W Rmbq Nall P.T. SaNan Pino SG-0.55 3/F F 01oK 1"Steels,mr P.T. SaINen Pine SG-0.55 10 F 0.093-Alemlmm,5 -TB min. W1F F 1;iF AES=d -VIF 'S 004E:48 Ga Bled Silo G.33 511F F MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. EDGEDIVMCE 1 INSTALLATION NOTES: EMBEDMENT TYP.ANCHORTYPE,EMBEDMENT AND EDGE DISTANCE PER 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. SUBSTRATE, SEE TABLE 10. THIS SHEET LWOOD BUCKS DEPICTED ON THIS SHEET AS'1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 14. 1X WOOD BUCKS ARE OPNONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOODBUCKSDEPICTEDASRX•ARE1-l2 WICKORGREATER. VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTT(37HE WINDOW FRAME. 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WNDOW OR MULLION NGAAPPUES TO WHOLE SYSTEM. 1L m -y. ID K O f n O m Op v W W m O J W J OW Z a 1` �B m TU UU_ d W 0 2 XN m F- Z m O j, 6aw'G O < � az z a 5 a m J Q ® Z paws r 1� z O O— Z zeloa5 I3r 3 w p 'zLU i', D x Z aall 2X WO00 BUCKSTRIP OR FRAMING. SEE INSTALLATION TYPE M INSTALLATION Imo— EMBEDMENT DISEDGE TANCE INSTALLATION TYPE NOTE 2. THIS SHEET ' FOR THIS INSTALLATION TYPEN EMBEDMENT METHOD ONLY, ANCHORS MY BE NO 1 FORTHISINSTALLATION _ 1fd, • NOR B'O.C. 'METHOD ONLY, PF r ANCHORSMAYBENO Q EMBEDMENT SHIM TRIP, SEE 1X WOOOPE • MORE THAN 61 O.C. O 2. T 2X WOOD OUCKSIRIP NOTE 2, THIS SHEET D US ns ORFRAWNO.SEE B' NOTE 2, THIS SHEET Al �1f4'MAX I TYP,ANCHORTYPE,EMBEDMENTAND Z ( S SHIM EDGE DISTANCE 13 1I.THSUBSTRATE. BEE TABLE II. THIE SHEET M M TYP. ANCHORTYPE, B 1 EMBEDMENTANDEDGE I A EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT - 2J/ INSTALLATION TYPE N 3 EDGE $ONLY - �-* DISTANCE IIWI Il)ILIII�' x T ,. a'.CONORETEICMU PERANCHOR REQUIREMENT im, MA%. SHIM EDGE; ;. DISTANCE 4 �� CONCRETEf MU I PERANCHOR !'^ DOW BLIGHT WIDTH=� REQUIREMENT WINDOW BUCK WIDTH-2-314' WINDOW BUCK WIDTH EXTERIOR 45 INSTALLATION TYPE 0 HORIZONTAL SECTION G-G 11 0 THIS INSTALLATION METHOD ONLY TARLF_ rc ANCHORS MAY BE NO • MORE THAN 6. O.C. #12 STEEL SELF -DRILLING SMS (05). SEE TABLE 10, THIS SHEET TYP.ANCHORTYPE, J!EXTERRK, EMBEDMENT AND EDGE �OISTANOEPERSUSSTRATE, I r - METABLEII,THISSHEET �tf4'MA%SHIM MIAMI-DADEAPPROVEDMULLION (SEE SEPERATE NOA),ALUMINUM, STEEL FRAMING Oft STEMS1110. SEE SUBSTRATE PROPERTIES, TABLE 11.THIS SHEET 1%WOOD BUCKSTRIP. Q SEE NOTE 2, THIS SHEET Arcimr Arcimr SUEAinte 6�� Min. EmCNmeM M.. O.C. SPICIV #12.#I441OSSSc. P.T,SCMt<m PM SG=0.S5 5116 MW IF Aluml WpTSmin' 31IF aBST• T A36 Steel 31B' 0d6T• T SkeI StalDr. ST min. &W 0.0441E M) b' #12>#ISSteal Scl (GS) P.T. BMW. Pine 8G-0.55 W15• 13 r T PluNvn, FL63T5 m1rt A36 SteN 310' WB• 0.BBI 0.005-- 0• T steel SM. Gt. 53 min. 318' D045.1BG2• T 1N'4109S CmkFk+ I�`b GOU, ASTM C90 2-117 14W 1T Conckk (mn. 3.W kel) 1' _ I-0v 1T 1I4'Stal UMecon Cencmte 2m-2.05 kN 1' 134' 1T Cmcmk mN: 2.BSMeI 2-tll Us. 1T eECMU, ASTM CAO 2-UT 1-M4• 1T GmneECMD ASTMC60 2-11T 7d4 1T Y16'bkN Ulitacm Wrcmk 13.5 kw 1-1/4• 131 1T GmIINOCMU ASTM COD 2.11T Iyv IT - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. > th Y m V m > n 57o0 O N m W Z N m o f O: J 0o F3 N n ZLL �LL m J L) X N o O m W m O C7 amf ` o2 00 �Z dZ m O F 3 LL 0 � J Q ® N 3 O O 5 z a Z_ a~ ca O � � z c' F U W d x Z T INSTALLATION NOTES, EMBEDMENT - ..- '- ', , ,• 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - 2. WOOD SUCKS DEPICTED ON THIS SHEET AS'1%', ARE BUCKS WHOSE TOTPLTHICKNESS IS LESS THAN I -la'. ARE /' (�j OPDONAJ. IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKSDEPICTEDAS2 ARE IAWTHICKORGREATER. E a EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTMERS OR AS APPROVED BYAUTHORITY HAVING DISTANCE JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H d.IFAPPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. ALVNN P.E. PF150T05 wo \ No t0 m � gam€ Mmo �A z�zZ yN i 0 .oO _ H OA� A 'f 1070 TECHNOLOGY DRIVE Rev.0 FevB RevA )pyv is A i N. FL 34275 � s n P.O.OX 1. . BOX 1529 � 9 ® NOKOMIS, FL 34274 k. w` CEW.OF Al .M1 % (941)'480-1000 �`" FIXED WINDOW INSTALLATION GUIDELINES $ 4/12H3 m o BOM, EXTRUSIONS AND CORNERS gm J ROSOWSKI N N7S r 10 OF 11z MD-720-520.1 p 8 7 Item VPGTPado De xdPeon Material t 4253C Flanged Fame Alum. 6663-TS 2 4285 Equa,4eg Frame Alum. 6063-T5 3 4266 Itntegol Fin Frame Alum. 6063-T6 4 4255 7116• Laml. Glass Beating Alum. 6053-T5 5 4254 I.G. Glass Beading Alum. 6068-5 6a 4270 Installation Fastener Cmer Alum. SOWN 61, 4224 Installation Fastener Cmer Rigk PVC 10 70580C Gasket (at OW comer Joints) Polyethylene 11 TP24718 Vinyl Bulb Weathomtdp Flax PVC, Ours. 65+1-1 -13 1�13 "' Don M. GE 77W Silicone m Equb " 20 . 71652K Setting ebck. Mow. 3116- x 7116• x 4 Neal, Dian. 85+1-1 21 ^ ^71704AK• Setting Black. I.G. 311V z I-W3T x 4 Neoprene, Dun,85+1-0 2e ,16 x 1-W FH SMS elalnleea Steel w 781PQX Mx I- Clued PH EMS Stainless Steel WITH DESICCANT EXT. GLASS — KODISPACE a 4SG TPS STRUCTURAL SILICONE 1W NOM. FOAM WITH DESICCANT Exr. cuss-y F074 ' z.)BI,L_ at. S.)84�1f ' r{— .OGL' 1.3)5' .0)4' Tr M. 1.1 Ale -r .500 ,43e 11y LOOP T .GSPams FLANGE FRAME OEQUAL-LEG FRAME #4253C, 6063-T5 94285, 606E-T5 z.)s4• agt• Fm4• or 1.37F 1 I SO O' 43V r .aSD' Ss' 1— D)r 3 FIN FRAME 94256, 6063-T5 XU .03 . .am- 3/16" 61/4" I.G. GLASS INSTALLATION OGLASS SEARING O BEADING 6B FASTENER COVER 94256,6063-T5 #4264, 6D63-T5 #4270, 6063-T5 ALUMINUM T BUM REINFORCEMENT POLYISO DESICCANT FILL AREA BUTYL ENE Sl16 NOM. 16' NOM. s116 NOM. SFAL fiDTYL 3 SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL �INT. GLASS SUPER DURASEAL© )a SPACERsNXTea SPACER Part# Description Material 75 Kom neding 4SG TPS Spacer System 76 Quanex Super Spacer nXr Wth Hot Melt Bliryl See this Sheet br 77 Quanex Dumseal Spacer Materials 78 Cardinal )a. Edge Spacer )e XL EDGEm OSPACER m JR-0MV16-ADDEOTHIS', z" WrtH SPACERC a MOVED' - a M y m > rc � v y o � elm K m rJ ON pJ o+`Jfi o Z e Z LL N LL (O IJ ww6 S W U 02 as 5 N '9v F- m O 0 L7 w azo 0 0 m O dZ' �Z aZ o d 5 Q J Z � Z In— O 0zpN � U W LL on I'll 'l l Florida Building Code Online Page 1 of 2 w ,C �, DtlYii :�^r ' ^'��-` °� 4, . _ >• r�/P�' .:., ,1.11E BOSH... I Loom E User Reglnnotion 1 Hot Topics j Submit Surcharge j Stats&Fags Publications 1 FBCStaF aossite Map I Unks Search dod) r nt�}Product Approval �. uSER:Public User rY �`t(` Pmtl •rt Arrmvn Meru> PM00 or AnorcNlon search > Anol2ation 1.!St > Application Detail 4 r. G+a Rd' ir•w !i lifAi E i NO ` 2 2017 Application Type RLevision Cade Version 27MI4.✓, FSFi°dl�TSIAIG Application Status Approved County, FL St. Lucie Comments Archived Product Manufacturer T�perm-* -,Corporation Address/Phone/Emall II89ndostria'Drige' Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgronsultants.rnm Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representatic a Address/Phone/Email Category EXter�loF; Doors Subcategory 5wingingEztd... Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer DL Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt Evaluation Report ^ Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. W' Validation Checklist- Hardcopy Received Certificate of Independence FL6993 R4 COl CERTIFICATE OF rNDEPENDENCE.odf Referenced Standard and Year tuf Standard) Standard Year ASTM E1686 2002 AS -FM E1996 2002 AS E330 r 2002 - ASrM E331 2002 Equivalence of Product Standards T1 Certl0e l By vile �� Cop, Sections from the Code Product Approval Method Method 1 Option 0 http://www.floridabuilding.org/pr/.pr_app_dtl.aspx?param=wGEVXQyitDgvh94p70/02bnI... 11 /20/2017 Florida Building Code Online Page 2 of 2 Date Submitted Data validated Date pending FBC Approval Date Approved Date Revised 01/28/2015 01/29/2015 02/04/2015 04/I5/2015 10/17/2017 Summary of products FL# Modeb.NYrriberoFNaMC Description 6993.1 'Classic Craft and Classic Craft Rustic Opaque Fiberglass Door Side Hinged up to 3-6 x 8.0 - Inswing Door Seties' Impact X) Configuration. Limits of Use Installation Instructions Approved for use In HVHZ: No w'o'+IR4�litr�d�t'F9Qj,t'.odf Approved for use outside tfVHZ: Yes Ye_00e6 Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes ` ' Created by Independent Third Parry: Yes Design pressure: N/A Evaluation Reports Other: See lfl T 6993.1 for, Design pressure Ratings, any additional use R6993 R4 AE Eval 6993 1.pdf limitations, installation Instructions and product particulars. Create tl by Independent Third Party,. Yes m orb:: 260181alr Ston Road. TallaM1aIstoF 3299 Ph02e:95q-482-UM The State of Florida Is an WEED employer. Copyright 7007-2013 State of Fiance ;: 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.'Fumuant to Section 455.225 (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 amalls provided may be used for official Communication with the licensee. However email addresses are public record. if you do not wish to supply 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 M1em . he product Approval Accepts: �- Credit Card Safe sl'a 1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvh94p7%2bnI... I 1 /20/2017 L THERMAITRU0 THERMA TRU DOORS 1 19 INDUSTRIAL DR., EDDERTDN, OH 43517 "CLASSIC CRAFT" "CLASSIC CRAFT RUSTIC SERIES" ;OPAQUE FIBERGLASSe DOOR_ - ' •zlNSWING / OUTSWING " = rrimmc r GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 5th Edition (2014) Florida Building Code (FBC) excluding the'High Velocity Hurricane Zone". 2. Product anchors shall be as ikted and spaced as shown on details. anchor embedment to base material shall be beyond wall dressing orstucco. 3. When used in wind-borne debris regions this product complies with section 1609.1.2 of the FBC as an impact resistant product and does not require the use of an external impact resistant covering. This product meets missile level "O" and Includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2. of the FBC. 4. For a stud framing construction, onchonng of these units shall be the some as thatshown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineeringanolysisbya ricensed engineer orreg3tered architect. d TABLE OF COMM SHEET# DESCRINION I Typical elevation. design pressures.&general notes 2 Doorponeldefols 3 HoAmntolaonsectiom 4 VeOIca cross sections 5 Buck & home anchoring 6 BNOf materials&components 4350' MAX. ovERAu mont FPANEL WIDhi "CLASSIC CRAFT RUSTIC SERIES" OVERALL OESIGN PRESSURE{PSJt'.r -0IMENSION POSITIV!! NEGATIVE`-' INSWING 43.5Wx98.25". +50,0 �•bS.Os OVTSWLNG 43.50 x96.75" +50.0 -50.0 m y �F`O Smr ZN J e o. Em zmx°cr \1 X �v�i 9c�o ''N mdoe al: A � V 0 VR y' JQU 3ml€o CLi � FL-6993 1 n 1 a 6 x... n...... 6OPHO CLBB 'eN YO 3dBd — SNOISIA3N LBLyBI'BrySB'ClB :'eN eueVd M��/� �y`•SWVM 13Ntld N00(I m N ^ b \\\1 1� 11 1I 11O5N00 ONiminS ' -QJi u' r•• :AlGKISV 80 MVd O Z ¢ & N `\\ % -ttlNO/ 11?, eo4r. a a•d ..,`.a000 ssviopa � 3novdo * g . �oimb••.• IPIwyaS '3 Pu<7 'n.1M7 91SSVI9. @Il-tlWN3H1 k doacaa wed gi.eeooB ! nooad 3 E 3 & Ss eorEval ,/ W ` Q kYS. 1 a o � >U � N • " F ..f "6 I"— t ` a F1''r`CiL'. 'R IY $( :o o �— 1 s w IK N N LL = o a� rLo Ou u 1,= U tc b U 5 N N 1I�I11 11e1�'�EIp11 V ELSE Ni N N AB 31tl0 ON Mf OELd OLOL Ol 035V3N ZI 11 9 l Shc 0fii 410Z 03 H1S Ol 3lbOdn SI BZ L Z R>�PE654l1Vuau^J�EuwNN[NCIf\9vaEEtl PnPrvd BP!W14N3NtlWNld rv1e�uWlWua!OV2 1*: S31CraahgAO,nenAM4"3,1 9 u1- 0 22 N Q a n 0 N N Z T O I ts m N o m O s000 w.w. 9u�.wwa I A u f.! I m� �Z 2 1 IS UPDATE TO 5TH ED. 2019 MCLFS 1 '9 5 11 12 RENSEO TO 2010 FBC JK NO GATE BY ceweuir.w+a ON sj v3 •• ` • /� Na 43AOB 'Poeumenb JLT: 'Pn . W' .. 'AGUE FBE FIBERGLASS DOOAFTR..,+� PEe Na.o. PN408 let %'•�.�IRGWD��` IMP,"` OR ASSEMBLY: GDp�/BUILDING CONSULT Nl15 HORIZONTAL UU P.O. So. 230. Valrico. FL 33595 ' CROSS SECTIONS Phona No.: 813.859.9197 1 _ FBPE CA No. 9813 - nl ou•rinesv0 owo.nw m'e eoas p CI66 'ON VO 3dw L616'6S9'Cle V rN • Wd �,a ` 'mVIOA 'OM -0'd/�I SNOLL03S SSONJ -��� SNOISIA3H m o N m S6SCC V •00 UUQ'J ��A19w395v - a0 lbtld G •i b ON101100 O Z b I, 21000 SSNIJNAIJ 3NONd0 JISSVIJ. /IHl—V"83H1 liS1N'ILlnSN00 \\ // eot� 'ON -3-d 1/� 'e `� G = O' \\.O�•,�ppjp=y ..,• ITO! "I awh .1fMJ "• � + doamv o.md.a .v.wa>aa :lJnooae 3 � E "a O a O O • W W H t N m V N' VW U3 Kp�p K S O H .tea ('d.V('9W3 NIWA/I-I ('dlll)'EW3 'NIPl.>/l-I H 0 ' '•,_ ZO O u Ng N u ug o` u w G N �Q NQ NMO n NMSI' WM'Ew3 Nwsn-I ('dlll'BW3 1 . NIW 9/I'I 1 i AB 31V0 ON Nf JHd OIOZ O1 0354Va Zt 11 9 1 Sn JBd bIOZ 03 H1S'O1 31VOd0 SI BZ 1 Z Tb'6.W E66411Nuaumj\s6ulweyl\f 6 W �lTspnadEy vnp�d aP.aaliLLN3NtlwUid Nl awo4L\swalDNl 14 MASONRY TYP. HEAD OPENING IS, 1AMES 2X BUCK I AUCKANCHOBING EO 1 0 13 ` 30 Ui MASONRY MASONRY OPENING I — r' JAD8_ u{OPENING =TM JES 8A1&SAS= PRAME ••'� �' FRAMEkq - - - -O U p — f10NSWWMG USNG 21 OfTfSWING 2X BUCK ' IX BUCG — 31 INSWING 1 II I I I NINGEDETAII d' STRIKE PLATE DETAIL FRAME ANCHORING FRAMEANCHORING 12X buck inslaiationl (1X buck installation) CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. .q 27 Concrete anchor locations noted as"MAX. ON CENTER"must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN. MIN,CLEARANCE MIN.CLEARANCE SRE °EMEEDMEM - TOMASONRY EDGE :^. TOADJACENT ::. ANCHOR 'TIN a TAPCON 7 4' / ULTRACON 'TIN w J/16' 1.1/4' 3- 1.1l2" TAPCON WO,,clno WmSm5LL e ge ay: 1. MaNtaln p Mnlmum 5/6eape Nuance. I°entl tlklance. A I°p.c. sppcNA of wvptlsaewi b prevent MespFMn9of W>wtl. HINGE DETAIL 2X buck masonry 26 � 10 24 3A STRIKE PLATE DETAIL STRIKE PLATE DETAIL HINGE DETAIL 2X buck masonry IX buck masonry U(buckmasonq %%%, * ".11 N �:....... : w Eno o ti €Ew a •zi zx°a �od 9d`v qa E o� �a �}o cro i w �C a ol2n m �-w L N O N^Z 4 ID 08 ) e N.TB. AL e LF5 3 ° v my FL-6993.1 ° 5xo: a 6n D BILL OF MATERIALS REM DESCRIPTION MATERIAL I DOOR SKIN.095'MIN. THK. FIBERGLASS BY THERMATRU WITH YIELD STRENGTH Fy (MIN( = 6,000 PSI FIBERGLASS 2 TOP RAIL WOOD COMPOSITE 3 LATCH STILE / LOCK BLOCK OAK, S.G.>= 0.671 LVL OR ISL / OAK 4 HINGE STILE OAK. S.G.>=0.67 LVLORLSL/OAK 5 BOTTOM RAIL WOOD COMPOSITE 6 POLYURETHANE FOAM 1.9lbs. DENSITY POLYURETHANE 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4'X4"HINGE.097'THK. STEEL 10 #IOX 3/4'PFH WOOD SCREW STEEL II #10 X I'PFH WOOD SCREW STEEL 12 #10 X 2'PFH WOOD SCREW t.r_>_ -' _STEEL -4 `131 #BX2-I/7PFH WOODSCREW'l `' ` `- .' _ - I STEEL '- 4141 I/CX2.3/4"PFHELCOORIIWCONCRETESCREWI _ STEEL' 15 2X BUCK S.G. >= 0.421 WOOD 16 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 17 I/4" MAX. SHIM SPACE WOOD 18 1 KWIKSET SIGNATURE SERIES PASSAGE LOCK - 19 ONE PIECE BUMP FACE THRESHOLD i ALUM./WOOD 20 HEADER PONDEROSA PINE S.G. >= OA21 WOOD 21 I/4" X 1-3/4" PFH ITW CONCRETE SCREW STEEL 22 HINGE JAMB IPONDEROSA PINE, S.G. >= 0.421 WOOD 23 KWIKSET SIGNATURE SERIES 780 DEADBOLT - 24 #8 X 2' PFH WS STEEL 26 STRIKE JAMB PONDEROSA PINE, S.G.>=0.42 WOOD 27 STRIKE PLATE STEEL 28 SELF-ADJUSTING INSWING SADDLE THRESHOLD 1 ALUM./WOODNINYL 29 DOOR BOTTOM SWEEP VINYL 30 1/4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL 31 1/4' X 2-" PFH ITW CONCRETE SCREW 1/4S.G.>=0.42 STEEL 32 IX BUCK WOOD 33 1 DOOR PANEL -SEE DOOR PANEL DETAILS SHEET FOR CONSTRUCTION DETAILS - - 34 3/16"X 3.1/4'PFH ITW CONCRETE SCREW STEEL 35 1 1/4' X 3.1 /4" PFH ITW CONCRETE SCREW ISTEEL ... LF4.656°� jOk F1 i, ........... $'a, »� �., 30 2? 36 WOOD FRAME Em E o� N M -1.734.990 29 RBOROM SWEEP 19 OUTSWINOBUMPPACE TNeshold 1- 592' 981 0 7 WEAIHERM11 R WFATHERSiRIP Snort reach tag retch O O L o 0%1 SiE9 b 0 a FL-6993.1 7 6 w 6