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Florida Building Code Online Page 1 of 4 i Susinessl Professional e r Florida Dep amentof SCIS Home I Log In ( User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links E Search Busines ►y� !1�� �Product Approval PrQfessi 1IUI 1USER:Public User Regulation 0 I:N Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1844-R18 Application Type Revision Code Version 2010 Application Status Approved Comments Archived [] Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowskl@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowskl@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich, PE D Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1844 R18 Eauiv Cert of Eouiv AAMA101-2011 To 2008.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6 W7C... 6/8/2015 Plorida Building Code Online Page 2 of 4 FL1844 R18 Eguiv Cert of Eauiv ASTM E1996-12 to E1996- 09.odf Product Approval Method Method 1 Option A Date Submitted 05/26/2015 Date Validated 06/01/2015 Date Pending FBC Approval Date Approved 06/06/2015 Summary of Products FL# Model,Number or Name IlDescription 1844.1 =HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R18 C CAC Certification HR-210.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/10/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1844 R18 II HR-210.1)df design pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Prod Eval HR-210.odf Created by Independent Third Party: No 1844.2•-- — ____FH_R-410 ^Vtnyl Horizontal-SlidWg WinttdW— Limits of Use Certification Agency Cerfifi—cafte Approved for use in HVHZ: No FL1844 R18 C CAC Certification HS-410.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/17/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1844 R18 II HR-410.odf design pressure,size and anchorage information. Verlfled By:A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Prod Eva[ HR-410.odf Created by Independent Third Party: No 1844.3 JJHR-510 jjWlnGuard Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R18 C CAC Certification HR-510 b.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/28/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1844 R18 II HR-510 b.odf design pressure,size and anchorage information. Verified By: Dean Ruark, PE 73138 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Prod Eval-HR 510 b.odf Created by Independent Third Party: No j 1844.4 HR-2110 11vinyl Horizontal Roller with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R18 C CAC Certification HR-2110.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/21/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1844 R18 II HR-2110.odf design pressure,size and anchorage information. Verifieii By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Eno Eval HR-2110.odf Created by Independent Third Party: No 1844.5 HR-2210 11vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R18 C CAC Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6W7C... 6/8/2015 Florida Building Code Online Page 3 of 4 Impact Resistant: No 10/22/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1844 R18 II HR-2210.odf design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Eno Eval HR-2210.Ddf Created by Independent Third Party: No 1844.6 HR-2710 Ilpremjere Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R18 C CAC HR-2710 Certifications e.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/18/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1844 R18 II HR-2710.odf design pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Eng Eva] HR-2710.1)df Created by Independent Third Party: No 1844.7 HR-2810 Premiere Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R18 C CAC HR-2810 Certifications d.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/18/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1844 R18 II HR-2810.odf design pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Eng Eval HR-2810.odf Created by Independent Third Party: No 1844.8 HR-5410 EnergyVue Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R18 C CAC Certification 5410 HR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1844 R18 II HR-5410.pdf design pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Prod Eval HR-5410.odf Created by Independent Third Party: No 1844.9 HR-5510 jWinGuard Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R18 C CAC Certification 5510 HR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1844 R18 II HR-5510.pdf design pressure,size and anchorage Information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R18 AE Prod Eval HR-5510.odf Created by Independent Third Party: No Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: = ® aChecL http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6W7C... 6/8/2015 Document Title: Doc No; FRM.81-02 ,: rl—r-77-1 Structural Performance Rev No: s Page:— Of.. Certification I Authorization Report � Required By: PRO B1-03 .i I CAR&:Product ID Number: 190 - 433.0 Issue Date: 9/2012007 Revision Date: 7/30/2013 Expiration Date: 8/17/2015 Company Code: 190 This Certification Authorization Report(CAR).is issued by Keystone Certifications, Inc. (KCI)after full validation review .� of the product qualification documents for the product named below. This report is only valid when signed by an officer l of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard.and is eligible for the application of Keystone Certification Program certification ; labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization.Only:products bearing such a certification label shall be considered certified. The information In this report can be verified at www.keystonecerts.com_ i Licensee Information: Product Information: 1 , 1 PGT Industries Model:HS-410/510 Vinyl Impact Horizontal Slider XO 1070 Technology Dr. PO Box 1529 Operator Type: HS Nokomis FL 34274 Contig: 'EM/All,GS-11/32" Lami IG Max Width: 73 Max Height: tit Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-05 HS-C601856x7577(73x62), Neg. DP=65. Qualifying Test Information: Test Report No: FTL-5351 Test'Report Expiration: 8/17/2015 Authorized Signature: Keystone Certifiications, Inc. Digitally signed by Steven M.Urich DN:cn=Steven M.urich, 564 Old York Road,Suite 5 �} :o=KeystoneCertifications,lnc.,ou, EtterS, Pennsylvania 17319 yd emailsurich@keystonecerts,com, Phone: 717-932-6500 .. Fax: 717-932-8501 Date:2013.073011:00:06-04'00' WW W,KEY-STONECERTS.COM DocumentTitie: Doc No: FRM 81-02 j Structural Performance Re�No: p�---1 Of , _ YSTO Certification Authorization Report Required By: PRO B1-03 CAR&Product ID Number: 190 - 456.0 issue Date: 2/8/2008 3 Revision Date: 11/27/2013 4 Expiration Date: 1/29/2016 Company Code: 190 This Certification Authorization Report(CAR)is issued by Keystone Certifications, Inc. (KCI)after full validation review of the product qualification documents for the product named below. This report is only valid when signed.by an officer of KCI, and Indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification.authorization.Only products bearing such a certification label shall be considered certified. The Information in this report can be verified at www.keystonecerts.com. 9 Licensee.Information: Product Information: PGT Industries Model: HS-410 Vinyl:Horizontal Slider XOX -:i 1070 Technology Dr. PO Box 1529 Operator Type: HS Nokomis FL 34274 Config: EM/All Max Width: 110 Max Height: 62 r Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-05 HS-C60 2797x1577(110x62), Neg DP=65 Qualifying Test`Information; Test Report No: FTL-5500 Test Report Expiration: 1/29/2016 Authorized Signature: Keystone Certifications, Inc. Digitally signed by Steven M.Urich DN:cn=Steven M.uric,, 564 Old York Road, Suite 5 4 o`Keystone Certifications,Inc.,ou, Etters, Pennsylvada 17319 �Z— emal{=surlch@keystonecerts.com, Phone: 717-932-8500 c=us Pax: 717-932-8501 Date:2013.11.2713:20:34-05'00' vdww.KEYSTONECE RTS.COM GENERAL NOTES: ANCHOR LOCATIONS 1)THE ANCHORAGE METHODS SHOWN HAVE &SPACING BEEN DESIGNED TO COMPLY WITH THE FLORIDA 73"MAX.BUCK(XO/OX) BUILDING CODE FOR THE DESIGN PRESSURES 110"MAX.BUCK XOX 73"MAX.BUCK(XO/OX) LISTED. ( ) 110"MAX.BUCK(XOX) 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.IX WOOD BUCKS ARE OPTIONAL IF 6-1/4" UNIT.IS INSTALLED DIRECTLY TO SOLID MAX CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE O.C. 1-112"THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3)SEE TABLES FOR MINIMUM EDGE DISTANCE 12-1/4" FROM CENTER OF ANCHOR TO SUBSTRATE EDGE MAX. (EXCLUDING FINISH OR STUCCO). 62"MAX O.C. 62"MAX. 4)SHIM EACH ANCHOR LOCATION WHERE THE BUCK BUCK / PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN •• FLORIDA BUILDING CODE CHAPTER 20. -112-1/4"MAX.OC. 6-1/8"MAX. MAX,f� X. 6-1/8"MAX.O.C. . 1-3/8"MAX. 8)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN.OVERALL FLANGE FRAME,XO SEALING/FLASHING STRATEGY FOR WATER INTEGRAL FIN FRAME XO RE (STANCE OF INSTALLATION SHALL BE DONE TABLE 2:ANCHORS FOR FLANGE WINDOWS ; TABLE 3:ANCHORS FOR FIN WINDOWS 7)MATERIALS USED FOR ANCHOR EVALUATIONS Anchor Substrate Min.Edge MITI. Anchor Substrate Min.Edge Min. .j WERE SOUTHERN PINE,2.7 KSI CONCRETE AND Distance Embedment Distance Embedment CONCRETE MASONRY UNITS COMPLYING WITH P.T.Soulhem Pine(SG=,55) 1/2" 1-319' 2-1/2"x.1 13"Box Nail P.T.Southem Pine(SG=,55) 5/16" 2-7116" ASTM G90.GLAZING COMPLIES WITH ASTM #10 Sheet Metal Screw, E1300.04. G5 Steel or 410 Aluminum,6063-T5 min. 3/8" 1/8" 2-112"x.131"Common Nail P.T.Southam Pine(SG=.55) 318" 2-7116" Stainless Steel Steel Stud,Gr.33 min. 318" 0.0346(20 ga) 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=,55) 3/8" 2-7/16' 8)THE 113 STRESS INCREASE WAS NOT USED IN A36 Steel318" 1/8" P.T.Southern Pine(SG=.55) 112" 1318" 'i THIS ANCHOR EVALUATION.THE 1.6 LOAD P.T.Southern Pine(SG=.55) 112" 1�/8" Aluminum,8063-T5 min. 318" 1/8" DURATION FACTOR WAS USED FOR THE 3/16"Steel Ultracon Concrete(min.2,7 ksi) T. T. #10 Steel SMS EVALUATION OF WOOD SCREWS. Steel Stud,Gr.33 min. 318" 0.0346(20 ga) Ungrouted CMU,(ASTM G90) V. 1-114" A36 Steel 316" 1/8" 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN NOTE FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACEOF NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADSBEYOND INSIDEFACE OF MATERIAL THE TABLES,ALWAYS ROUND UP TO THE NEXT MATERIAL LARGER VALUE TABLE 1:DESIGN PRESSURE XO SHOWN,SPACING ALSO Window Buck Size Frame Design Certification APPLIES TO OX AND XOX Width Height TYPe Configuration (*)Psf (-)pe Numbers b a 73" 62" FINFlange XO/OX 60 65 190433 110" 62" FIn/Flange XOX(114-1/2-1/4) 60 65 190-056 ` I I I I I LYNN �A� e—Or. Dom MM hL nExD v%BYtOcnovrnarAaNcam �`�roN.• 'f?e ��ii J.ROSOWSKI 08/22/11 VINYL A •''`%CENSE•••.F7' Rmmey: D"r: RM"4c A"FRawuEowr.AcwRROxoFnrm P' Aw�m�mwrMX5T=ssTrA N `*' No.58705 * rsuesovLF�vrAuaTR�s 0 10 TECHNOLOGY DRIVE 7� '•, '�9 (( �/ NOKOMIS,FL 34275 TN' ..pWRIDP.•'G��'� FL CERT.OF AUTH.:20296 HORIZONTAL ROLLER INSTALLATION //��SS/ANAL.E�"•` A LP.E.P.E.#56705 HR-410 NTS 1 0( 3V 1062211JR EDGE DISTANCE INSTALLATION WITH FLANGE FRAME ' SUBSTRATE EDGE DISTANCE EMBEDMENT I / //A�/�'/ f SUBSTRATE 1X WOOD EMBEDMENT EXTERIOR ❑ SHIM HIM N-Iil� Q as a De FLANGE FRAME, EXTERIOR JAMB INSTALLATION EXTERIOR (USING 1X BUCKSTRIP) FLANGE FRAME, FLANGE FRAME, HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) EXTERIOR �❑ hEXTERIOR EXTERIOR n—�— FLANGE FRAME. JAMB INSTALLATION III (DIRECTLY TO SUBSTRATE) `���\\O�V LYNNU'17 M��'��4� ` `a .-..... .. s, SHIM..P= SHIM =1 r m--I I I Qom. JGENSF'•.Fp n No.58705 1X WOOD **/,Z SUBSTRATE p GsTAYEo /�:'�4 O '. SUBSTRATE FLANGE FRAME. �'.�FS .. G� SILL INSTALLATION _ ''�S/ONAL "E++mu d VW416CMUM FLANGE FRAME, (DIRECTLY TO SUBSTRATE) J.ROSOWSKI 06122/11 A VINYL ImfiAmmim7w EFRapkurrmp" SILL INSTALLATION ffmLwmAw cmaumcavwm (USING 1X BUCKSTRIP) �vrarov xnwurnEowm�wwntx INSTALLATION NOTES: rsoasaa WFUTIMWIM 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS,FL 34275 3)MAX.SHIM THICKNESS TO BE 114'. FL CERT.OFAITTH.:29298 HORIZONTAL ROLLER INSTALLATION 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Miller,P.E. tammroae sic ^e a.. 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.#58705 HR-010 NTS 2 of 3 1062211JR INSTALLATION WITH FIN FRAME EMBEDMENT �-- EDGE SUBSTRATE EXTERIOR XTERIOR o EDGE SHIM DISTANCE EXTERIOR 0 FIN FRAME t_—I� HEAD INSTALLATION SHIM FIN FRAME, JAMB INSTALLATION SUBSTRATE L r t���lI11Ie LYN...h11!!F (jA, �" tyo,56745 3 El SHIM v1' ���� O . kv FLORt p _I EXTERIOR ���'cic`�SIONA� SUBSTRATE EXTERIOR °R�""�"' J.ROSOWSKI 06/17/11 VINYLFR0PPJIF°trrvaueavEraa' n'aprar •Jwar,WFC t=V0FA= FIN FRAME, "Wet4V5Wd9 `=W xwney - xeH,nns ooaiemQuaeeusmnvaarsnucmw SILL INSTALLATION n �cMuMOFtcwPcramuar>M , INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE i NOKOMIS,FL 34275 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. FLCERT.OFAUIH.:20285 HORIZONTAL ROLLER INSTALLATION 2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. A.Lynn Mill.,,P.E. ` �noe p'�'°M' 3)MAX.SHIM THICKNESS TO BE 114'. P.E.958705 HR-418 ANTS 3 of 3 1062211 JR 1070 Technology Dr. 7 N.Venice,FL 34275 Tel.941-480-1600 pgfindustriescom Product Evaluation Report Date:January 3,2012 Product Description: Horizontal Roller,Series 410 Florida Product Approval M 1844 Manufacturer: PGT Industries 1070 Technology Dr. North Venice,FL 34275 (941)486-0100 Statement of Compliance:The product listed In this evaluation report,meets the requirements of the Florida Product Approval Rule,9N-3.This product complies with the requirements of the 2007&2010 Florida Building Code. Technical Documentation: Elevation,anchorage/installation drawings and Test Reports: Drawing#: 1062211JR Test Reports): FTL-5351 FTL-5500 Installation: Units to be installed as per the attached installation drawings. Limits of Use: 1.Maximum Design Pressures and sizes to be as listed in the test report, unless attached documentation r shows lower DP's or smaller sizes. 2.This product is not Impact Resistant and requires shutters In windborne debris regions. 3.This product Is not for use in the High Velocity Hurricane Zone(HVHZ). Certification of Independence: A.Lynn Miller,P.E.Is employed by PGT Industries,and therefore has a financial Interest in the company or any company manufacturing or distributing products for which this report is being issued,but does not,nor will squire a financial Interest in any other entity involved in the approval \3NN 4114Z //// process of this product. 587io5 IONA\- A.Lynn Miller,P.E. P.E.#58705 FL Cert.of Auth.#29296 Florida Building Code Online Page 1 of 3 s a F $ . . Requid,a 0 a� W- rja Florida DeNitmentof BCIS Home I Log In User Registration 6 Hot Topics Submit Surcharge Stats&Facts Publications 4 Fl P- IS Site Map f Links Search Busin6 if Product Approval Professirral USER:Public User y9 f.Y . Regulation F f Product Approval Menu>Product or Application Search>Application Ust>Application Detail FL# FL7058-R11 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DB� shat-`e reviewed and ratified by the POC and/or the Commis ecessary. Comments Archived {� _ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology'brive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE 2 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2012 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKvwgL5 8IIh%... 6/8/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7058 1111 Eauiv Cert of Eauiv AAMA101-2011 To 2008.Ddf FL7058 Rll Eauiv Cert of EDuiv ASTM E1996-12 to E1996- 09.odf Product Approval Method Method 1 Option A Date Submitted 01/08/2015 Date Validated 01/12/2015 Date Pending FBC Approval Date Approved 01/13/2015 Summary of Products FL# IlModel,Number or Name IDescription Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R11 C CAC 190-799.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/02/2016 Design Pressure: +50/-50 Installation Instructions Other: Please see the Installation Instructions for FL7058 R11 II DH-460.Ddf design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 Rll AE Prod Eva[-DH 460.0f Created by Independent Third Party: No 7058.2 DH -560 jjWlnGuard Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R11 C CAC 190-272.Ddf Approved for use outside HVHZ:Yes FL7058 Rli C CAC 190-799.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/02/2016 Other: Please see the Installation Instructions for Installation Instructions design pressure,size and anchorage information. FL7058 R11 II DH-560.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 1111 AE Prod Eval-DH 560.0f Created by Independent Third Party: No 7058.3 DH-2160 jjVlnyl Double Hung Window(Fin) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R11 C CAC Certification DH-2160.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/25/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL7058 R11 II DH-2160.Ddf design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R11 AE Prod Eva] DH-2160.Ddf Created by Independent Third Party: No 7058.4 DH-2260 V]nyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 R11 C CAC DH-2260 Certifications.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/22/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL7058 1131 II DH-2260.1)df design pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 1111 AE Prod Eval-DH-2260.Ddf Created by Independent Third Party: No 7058.5 DH-2760 (2860) Vinyl Double Hung Window http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKvwgL5 8IIh%... 6/8/2015 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 1111 C CAC Certification2 2760.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/03/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL7058 R31 II DH-2760.1)df design pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 1111 AE Product Eval2 DH-2760.Ddf Created by Independent Third Party: No 7058.6 DH-5460 JjEnergyvue Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 Rii C CAC DH-5460 Certification.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/17/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL7058 1111 II DH-5460.Ddf design pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R11 AE DH-5460 Prod Eval.Ddf Created by Independent Third Party: No 7058.7 DH-5560 JjWinGuard Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL7058 1111 C CAC DH-5560 Certlflcation.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/19/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL7058 R11 II DH-5560.Ddf design pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 1111 AE DH-5560 Prod Eval.Ddf Created by Independent Third Party: No Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copvriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: L ® eCP.esk M securitv..u-rructi http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKvwgL5 8IIh%... 6/8/2015 Document Title: Doc No: FRM B1-02 'rte Structural Performance Rev No: 6 Page: 1 Of. 1 KEYSTONE, Certification CERTFICATONS.INC. Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 190 - 799.0 Issue Date: 4/9/2012 Revision Date: 4/9/2012 Expiration Date: 3/2/2016 Company Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: DH-460/560 Vinyl Fin/Equal Leg Double Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: J/AII/Clip Max Width: 52 Max Height: 75 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-08 Class R-PG50 1324x1905 (52x75)-Type H Qualifying Test Information: Test Report No: FTL-6821/6822 Test Report Expiration: 3/2/2016 Authorized Signature: Digitally signed by Steven M.Urich Keystone Certifications, Inc. DN:cn=Steven M.Urich, 564 Old York Road, Suite 5 + 2 "-o=Keystone Certifications,Inc.,ou, Etters, Pennsylvania 17319 email=surich@keystonecerts.com, Phone: 717-932-8500 . ij� c=us Fax: 717-932-8501 Qyh Date:2012.04.10 08:53:32-04'00' WWW.KEYSTONECERTS.COM GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. ANCHOR LOCATIONS 8 SPACING 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. ' 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 53-3/8"MAX. 52-1/8"MAX.TIP-TO-TIP SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). BUCK WIDTH �20"MAX6"MAX. 3" 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE - 6"MAX �MAX. SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR 6"MAX. SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED a TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. / 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. 6" OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION 13-1/2" MAX. SHALL BE DONE BY OTHERS. / Mme• / 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI 10 T 75" 75" CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING 10" MAX. MAX. COMPLIES WITH ASTM E130D-04. MAX. BUCK BUCK 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 1 HEIGHT HEIGHT LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 76-1/4" �" 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES,ALWAYS ROUND UP TO MAX' THE NEXT LARGER VALUE. TIP I TITPO- TABLE 1:FLANGE WINDOWS 6"MAX Anchor Typo Substrate Min.Edge Min. Dist. EmbedmanP Wood(Southam Pine) 7116' 1-3/8' 52-1/8"MAX. #10 Steel SMS Steal Stud Gr 33" 319" .045(16 GA) BUCK WIDTH Alurnlnum-6063.75' 3/9" tl6' Steel,A36' 316" 116- FLANGE 8 EQUAL LEG FRAME FIN FRAME '3/19"Masonry Concrete 1' 1' 1111111111//i Anchor Hollow CMU 1 1' 1-1/4' `� ay•.••••.••11( MINIMUM OF 3 THREADS BEYOND SUBSTRATE. TABLE 3:FIN 8 FLANGE WINDOWS 'NIP'1-IGENSE ••�F'P Buck Size!, Desl n"Pressure Gertifl6t)66 " Tesi` No.5g705 *' TABLE 2:FIN WINDOWS - '' W)dth Height (O'psf. (- f..- Numbers:: Reports Anchor Typo Substrate Min.Edge Min. _ •/C Dist. Embedment FTL-6$21 52-1/8" 75" 50 50 190-799 _ = K 5-711 ' W 1-1/2'x.135' 6822 STA F Roofing Nall,2-1i2' O•'•, i .f •..FLORIDA.•' x.113'Box Nab or Wood(Southam Pine) ale" 1-7116' G' Common Nag i��yyS&/ONP-��`�\ Wood(Southam Plne) 9116' 1.7116' Oma At, bEismulumm mvmwrAmrRuED tl10x 1-112" Steel Stud Gr 33' 316" .045(16 GA) J.ROSOWSKI 04/28/11 RIGID VINYL MOZENS11EEalLUMMIEWWPUr I'N31PE AWMCO�MFNIINFA[ AND PROPRETARK NUFORT QYOFIRA4 Panhead SMS Aluminum•6063-9"5' 318' Ile' E°Y°� pp1a R11 acaasvrwyeerammRN Sleel.A36' 3w Ile' - xa6 naEr � ee hx 11S" Watd oluam P"e) 7116' 1-7116" Truss . aSoea[lSSudhGr33in ® - Omumevs j 31e' .045(1e GA) (or any Mod typo 1070 TECHNOLOGY DRIVE with o minimum Aluminum•6063-75' 3/9' Iia" NOKOMIS,FL 34275 1r>a diameter ol0.364') Sleet.A36' 318' tie" FL CERT.OFAUrH.:29296 DOUBLE HUNG INSTALLATION MINIMUM OF 3 THREADS BEYOND SUBSTRATE, A.Lynn Miller,P.E. 'Ap°i1' &ft I smue D.OwN. P.E.468705 DH460 NTS 1 of 4 2042811JR INSTALLATION WITH FLANGE FRAME (FIN REMOVED) EDGE DISTANCE !� MAX. L� 1/4" EXTERIOR EMBEDMENT SHIM a EMBEDMENT MAX..1/+4"SHIM 1X BUCK ❑��� MAX.114"SHIM e 0 EXTERIOR EXTERIOR FLANGE FRAME, IJ JAMB INSTALLATION FLANGE FRAME. (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION FLANGE FRAME. Q (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION 1X EXTERIOR (USING 1X BUCKSTRIP) BUCK a 4 NONO ANCHORS ANCHORS U (J REQUIRED REQUIRED �o 1/4"SHIM IlltllllllllFF� ZI FLANGE FRAME, MAX.1l4"SHIM MAX.1/4"SHIM EXTERIOR p� JAMB INSTALLATION - ,�`Z",••'�pENS@'•.'P - O (USING 1X BUCKSTRIP) 1X BUCK 1 Q;' EXTERIOR No.58705 a'DO•. FLANGE FRAME. .�.t`•'•.•FLORk'D..?;•• (��. SILL INSTALLATION (DIRECTLY TO SUBSTRATE) FLANGE FRAME. 1111111 SILL INSTALLATION V—pr Dd. Abft n�e�tvauno'lamwaawrearnlvv� (USING 1X BUCKSTRIP) J.ROSOWSKI 04128/11 RIGID VINYLWa° °`POf amtsmas ETARY. 0FCRWN0F7M Ro.uae�: o,m: AAmFN�RhTA4Y.NOFCRIIQVOF7id9 AWMWWWWr� �FRo*v M'YFOFNN11AplrriEE�NwIfHI INSTALLATION NOTES: rmamoro�wrFmmr�c ® o 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 1970 TECHNOLOGY DRIVE 2)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. NOKOMIS.FL 34275 TM'' FLCERT.OFAl1TH.:29298 DOUBLE HUNG INSTALLATION A.Lynn Miller,P.E, sir P.E.#58705 DH-460 NTS 2 of 4 2042811JR INSTALLATION WITH EQUAL LEG FRAME (FIN AND FLANGE REMOVED) EDGE DISTANCE MAX. 1/4" SHIM EXTERIOR T EMBEDMENT a EMBEDMENT MAX.11 1X BUCK ' ❑ MAX.1/4"SHIM EXTERIOR ❑� �j EXTERIOR IE EQUAL LEG FRAME. JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) EQUAL LEG FRHEAD INSTALLAEQUAL LEG FRAME. 1X (DIRECTLY TO SUBHEAD INSTALLATION BUCK EXTERIOR (USING 1X BUCKSTRIP) Q Q � rIII'�)�l u0 NO NO �( I� II ANCHORS U ANCHORS REQUIRED U REQUIRED �o nMAX. 0��� 1/4"SHIM EQUAL LEG FRAME. \\\I I I I I l l 111 MAX.1/4"SHIM o EXTERIOR JAMB INSTALLATION `` ON ./4 Y �� MAX.1/4"SHIM (USING IX BUCKSTRIP) `�,`�...�" •..�•.•�F,p \GENS EXTERIOR 1X'BUCK �' ••.�C *' No.58705 ' x4 "a`• � 5 7 1�;�lu STA 0 EQUAL LEG FRAME. ' '��•'•.FLORIOP.•'G� SILL INSTALLATION (DIRECTLY TO SUBSTRATE) EQUAL LEG FRAME. SILL INSTALLATION a. W. Iwe�rt if�H7.Pon7�L0.SGVp4¢vAmYw,� (USING 1X BUCKSTRIP) J.ROSOWSKI 04/28/11 RIGID VINYL FmC� O�lac Mtra• AAm PA0i4t4TAR1:w paffnw0FM J�nT e0.tll®Yf W YeEl6EDMkEAi00e0;1DLY AYYidN{Ni1101rrnE�'mnWrf@I la80.6.W 6RTlTDf.6TWL5 INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. NOKOMIS,FL 34275 n°a 2)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. FL CERT.OFAUTH.:29296 DOUBLE HUNG INSTALLATION A.Lynn Miller,P.E. �fn'ap°eb �"' °1ee° ena Ha �e P.E.#58705 OH-460 NTS 3 01 4 2042811JR INSTALLATION WITH FIN FRAME 2X WOOD BUCK OR WOOD FRAME " EDGE DISTANCE EXTERIOR T MAX.1/4°SHIM OPTIONAL EDGE J ���— FLANGE DISTANCE �' 4 EXTERIOR OPTIONAL FTLANGE �oQ � FIN FRAME, �o HEAD INSTALLATION I FIN FRAME. JAMB INSTALLATION O 2X WOOD BUCK OR WOOD FRAME a, } *• No.58705 MAX.1/4"SHIM = _ OPTIONAL a OL 1; :Lu O FLANGE 0 • sTAt�' EXTERIOR SS�ONAL \��� ///'lilt 111\\\ 2X WOOD BUCK OR WOOD FRAME a..ver o� Frees nenoaenola¢arORM COMM J.ROSOWSKI �evx pmpv 04/28/11 RIGID VINYL ffF FIN FRAME, ��•� �� SILL INSTALLATION um PR0PRFcva:NOPGM0NoFn "°''e°� °B� RBN°"@ oa�amowreewmcwx AMM VFMTAaar�wwnei rgenmoverlcrxdu= ®1�nV.-W. INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE NOKOMIS,FL 34275 T10� 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. FLCERT.OFAUTH.:29296 DOUBLE HUNG INSTALLATION�, autc r� A.Lynn Miller,P.E. �mMnpNa Ibr. P.E.858705 DH-460 —[NTS 4 of 4 2042811JR - 1070 Technology Dr. N.Venice,FL 34275 Tel.941-480-1600 ze pgtindustries.com Product Evaluation Report Date: May 7,2012 Product Description: Double Hung,Series 460 Florida Product Approval#: 7058 Manufacturer:PGT Industries 1070 Technology Dr. North Venice,FL 34275 (941)486-0100 Statement of Compliance:The product listed in this evaluation report,meets the requirements of the Florida Product Approval Rule,9N-3.This product complies with the requirements of the 2010 Florida Building Code. Technical Documentation: Elevation,anchorage/installation drawings and Test Reports: Drawing#: 2042811JR Test Report(s): FTL-6821 FTL-6822 Installation: Units to be installed as per the attached installation drawings. l Limits of Use: 1.Maximum Design Pressures and sizes to be as listed in the test report, 1 .l unless attached documentation shows lower DP's or smaller sizes. 2.This product is not impact Resistant and requires shutters in windborne debris regions. 3.This product is not for use In the High Velocity Hurricane Zone(HVHZ). Certification of Independence: A.Lynn Miller,P.E.is employed by PGT Industries,and therefore has a financial interest in the company or any company manufacturing or w X 1 1 1 11 11 i1distributing products for which this report is being issued,but does not,nor o\x,l !!?j��� will aquire a financial interest in any other entity involved in the approval process of this product. -k 58745 W �0 S OF •�Ll �'!c ........... ss/ONA�- ���llfill��� _ A.Lynn Miller,P.E. P.E.#58705 FL Cert.of Auth.#29296 k Florida Building Code Online Page 1 of 2 Business, w Professibnat Regulla on /fir �.: : ----- -- Florida Departments SCIS Home Log In E User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Sta {BCIS Site Map f Links Search Busines Product Approval P'rofessi nal x'USER:Public User Regulation W, t ®® Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL261-R8 Application Type Revision ;; Code Version 2010 Application Status Approved s7 *Approved by DBPR.Approvals by D - lbe reviewed and ratified by the POC and/or the Commis*5 ecessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Emall 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowskl@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbI... 6/8/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 03/31/2015 Date Validated 04/07/2015 Date Pending FBC Approval Date Approved 04/11/2015 Summary of Products FL# Model,Number or Name IlDescription F6-1 Mullions-foc:All-Doors-and AlurninumyVinyl-Mullions Windows - - - Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL261 R8 C CAC 14-1105.0l.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of FL261 R8 II 14-1105.0l.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER and mullion clip anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: BackF Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® F.F. O SL'CIIflL'.�i I[i'ii I CS' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbl... 6/8/2015 M IAM I•DADE 1IIAI11—DADE COUNTY,FLORIDA 4 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADIMI IISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamidede.gov/cconomy 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(AIM. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance put-poses. 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 tight 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"PGT" Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 Iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Millet-, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance nurnber and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 expiratiorf date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. - ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,therm it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-1105.01 MIAMI•DADE COUNTY fS s�1 Expiration Date: May 26,2016 t Approval Date: February 12,2015 2114/t Page 1 • i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:'1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted ruiner previous NDA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5a'Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by Jaime D. Gascon,P.E.,Product Control Section Supervisor. ainte D. Gasco i,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: lYlay 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. 1171-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submdtted under previous NOA No. 11-0922.0X) 5. Laboratory compliance letter for Test Report No. PTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Sithinitted under previous NDA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date. May 26,2016 Approval Date: February 12,2015 E-2 DETAILA: DETAIL B: MULLION e� ° MULLION TYP.ANCHOR4 MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCAND7RIP �PERSUBSTRATE. OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 113.16S (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY 0711RS, SEE NOTE 1, N 1 I I SHEET I. m MULLION IN I I I SEE SHEETS o b I MIN 2.7KSI EDGE 0 uJ ETHE I I I 21-23FORHOLE d 1 I I CONCRETEORCMU• i I DISTANCE. J W STAANDANDA RD E e I LOCATIONS I I F------F-SEESEETABLES _ OFFSET MULL a EDGE o I I EDGE DISTANCE IB-168 Mof to CLIPMAYBE 1 DISTANCE a e 1 e FOR MASONRY W Q C INSTALL BY d I II FOR WOOD I I I ANCHORS Do O THIS METI•' THIS II00, a SCREWS a ad I I SIDE VIEW Z co v1 .250'MAX FOR de I— O J ALL MULLIONS EITHRTHE F d e a e STANDARD 5 a Q OFFSET MULL Z �g CLIP MAYBE D: ,6 a ' EXTERIOR a e INSTALLED BY 5 y 8 Z THIS METHOD. J a d EDGE Q z 'C e d a d DISTANCE 4 e Z Q � A FOR m Q O Z N O MASONRY a a THE OFfsIT CLV, ANCHORS L CO RECOMMENDED FOR Qg O ed U) �w EXTERIOR WINDOWS. BUT TA J wlNDows.BurMAY W Q ALSO BE USED FOR ct� U) OTHER FRAME TYPES. F=• U Z a 0 0 g o Z�iO s0 TVP.ANCHOR �Of TYP.ANCHOR ANCHOR PER SUBSTRATE, PERSUBSTRATE, t�777iiii "'1 TEP. PER SUBSTRATE, SEE TABLES 1B•1eB SEE TABLES 1B-169 SEE TABLES 1B488 EDGEIENO DISTANCE E TATTACHMENT BUCKSTRIP SEE AND 18E T EMBEDMENT BUCKSTRIP I •'" '• SYOTHERS, AND IS- SEE NOTE 1, ATTACHMENT I SHEETI. • •. - BY OTHERS. SEE NOTE 1, 4. , •' SHEETI. • MIN 2.7 KSI CONCRETE OR CMU PRODOCf REVISED SIDE VIEW FRONTVIEW ouu niplingag with the FledAe AcapWncu No -T LOS 0_1 FRONT VIEW FLIP- D ?p INSTALLATION NOTES: MI6mi ade Poodua Contro 1 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ONLY. ECAUSE UANTITY OF THE ANCHOR CAPACITY ISCHORS AND MULLION ZE BASED PARTLY ON TFIEABOVE ARE FOR ANCHIORTO ANCHOR D STANCE,THE ``RIAL REPRESENTATION �� OtdY LYNIy CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE Q. : UCENS�e'•.:F,p FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.58705 '•)4 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _,D 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. - ���•,. FL 6)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ORI ELCO ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRYANCHORS. FL P.E.#56705 DETAIL E: DETAIL C: -1 125 L11N MULLION TO MULLION IN. !� MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MULLION - I (U-CLIP) ��'r` a MASONRY STRUCTURE F1)MAY BE INSTALLED IN'7EE'OR'CROSS' o (STANDARD CLIP SHOWN) INTERSECTIONS. g VARIES oYo� U 2)MAY BE INSTALLED HORIZONTALLY le I (SHOWN)OR VERTICALLY. I TYP.ANCHOR C4 ERHER THE i I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23thm STANDARD OR SEE TABES 10-13B OFFSETR C I j TOP VIEW FOR CORRESPONDING MULLION. Z „ CLIP MAV BE I I I a, EDGFORE DISTANCE MULLION Q �.. INSTALLED BY II MAS THIS METHOD. I I j ANCHSNRY VARIES J W I I P12 STEEL SCREWS, _ SELF-DRILLING OR PRE-DRILL B n MULLION AND USE SMS m m o EXTERIOR °o a MULLIONF Z O J ° a EDGE DISTANCE THE OFFSET CLIP IS m FOR MASONRY n RECOMMENDED FOR Z U ANCHORS FIN•FRALIED LINTERSECTION a WINOOWS,BUT MAY U•CLIP I-a U Z IR ALSO BE USED FOR 8' a OTHER FRAME TYPES. EXTERIOR Q Z r a TYP.ANCHOR .° ° z z Q N O PER SUBSTRATE, SEE TN!LES 10-130 Q F CO O TYP.ANCHOR SEE SHEETS 21-23 FOR F- m O X PERSUBSTRATE, HOLE LOCATIONS $ i BUCKSTRIP SEE TABLES 18-138 AND FRONT VIEW EDGE LLI ATTACHMENT DISTANCE F• U) .... BY OTHERS, SEE TABLES 1= SEE NOTE 1, TB-13B EMBED'MEM •• - ,. SHEET 1. .• a•. ,' Q.. Z O O .. • EDGE d ��-SEE TA90 S.O TABLES SIDE VIEW mQ. MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE ORCMU 1B-13B FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR a PER SUBSTRATE, \ SEE TABLES 18-138 RODUCf RBVISBD 2)QUANTITYOF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION a SEE SHEETS ® colgotyinglvhhthe Flodda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR luildingOoda CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONS 00Cptom Nv FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. / �� — Dato 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. __// 1,1uLLIDN 11and adePcodudCon!m 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. I f r ® 11 I I 1 5 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DOGE DISTANCE %" pNY LYNN ELCOULTRACONORELC01/4'S.S.AGGREGATOR MASONRYANCHORS. SEE TA ;` '��•••"• ' •• l>/ FRONT VIEW 1S GAANDLCOMPLIANT WITHTHE LBUILDING 1B-13B `�P?••' L10ENSF•.�l��ii CODE,A2XWOOD BACKER MUST USED. ATTACHMENT BY OTHERS. NO,58705 •':�It. EXTERIOR USE WOOD ANCHORSPECS SIDE VIEW - NOTES: 2 ; 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '0T•'. S7�-0 ANCHOR VALUES MAY BE USED. �:�5•'•:c<ORIOA,,.•' •� 2)SEE CORRESPONDING MULLION TABLES, ��NAL SHEETS 6-20,FOR QUANTITY OF SCREWS. A..' dNI ILP.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: o FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) �'s5 0 �u�0o SSu�c SEE DETAILS A£, 02 2 U SHEETS 2 AND 3 FOR INSTALLATION 30'OR 45' TO SPECIFIC SUBSTRATES. /BAY MULL �• / N MULLION 6 ((] O O ZV� O O O O O O O O O J W O O TOP VIEW :E I C0 SIDE VIEW I i LU U0 0 SHOWN WITH VX 4•x.126' I TOP VIEW I km Tn Q (q MULLION I I I {— Z J I 1 I I TYP.ANCHOR 0 EXTERIOR I I I PER SUBSTRATE. V o m IV I I SEE TABLES I6B OR 16B L) I TYP.ANCHOR I I 1$L STANDARD MULLION CUP 1 I _PERSUBSTRATE, I ' EXTERIOR L5 Z MODIFIED TO FR FIELD 1 SEE TABLES 18-14B O r CONDITIONS. I 11 I I I I I 1 I CLIP, 2PER MULLION END, F' Z Q pT 0 MUST BE 0 Z N ZC I I 1 I I I INSTALLED INSIDE OF BAY MULL. r 00 O MULLION 111 2'X6'X.12V (1) (n II I ANGLE CLIP, Uz Q 2PERMULLIONEND, 0 0 a E Z 0 0 I 1 MUST BE INSTALLED I INSIDEOFMULL• }� 90 K0 I I TYP.ANCHOR PERSUBSTRATE, SEE TABLES 1B-14B •/� INTO WOOD, (j STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUAr,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR ig1� —�- ®\ PRODUCT REVISED O EpOElpi1CHOR �� mcomplying w11hNeFlorlde PtEP uBOaft AcesBuildiptmrcvMO 5.^s ® ® INTOWOOD,STEEL, O bBtO ® ® ALUM,CMU OR MASONRY EDGE H O� DISTANCE Nlar01 adaPToductconlrvI PER ANCHOR ,11111111/11 EDGE —A--—© F PERIANCHOR .O ``P��?O�1GENy'•/�1/��(C� i NOTES FOR INSTALLATION OPTION 0&H: F•. NOTES FOR INSTALLATION OPTIONS F• 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. Tt No.58705 1)DETAIL ISNOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. .� 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :�Q•'•, �-q � 5 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. �s'•."ZORIOI". GN 1/"O'NAL E�.�• A.LYNN WLER,P.E. FL P.E.#58705 TABLE 1A O h Mullion Capacity Table Ibse Aix Opening Md81(forverllca] sparnlrg molliorls)or Opening Height(forhDrizontelly-sparring mUllons) ' 501n 601n 701n 601n BO In t001n 1201n 140 N 1601. L' p Reetenguler Trep/idang. Reelangular TmplRlana. Reclanguler TreplTAerp. Reelan9ul.1 7not, ..a. Recten9War TreplTAang. Reclenpular Treprtrleng. RBcten1)ulor Trop/TAeng. Rectengdnr hsp/rdang. Reeten1)uler TraplTdang. o 4: 1112%.126 Loading Loddna Loadng LO.&M Loading Loading L-9no LoedWIt Loading Loadin1) Loading L Loadlna I.-Ong Loading Loading Loading Loading @ g Alum.Tuba .�'� _ g _ F �' �' '.. �'� _ F F '_ '„ �' '„ Mullion � � d 8� d �� R Ra g � g rg gg �� g� ^ b 8 d 3 6 B 3 c7 b t9 c9 S 6 6 ti 8 c3 r9 S 6 19 z � m 421n 111.8 406 120.5 332 93.2 1 406 115.51 325 78.8 408 107.8 321 69.1) 408 104.4 319 62.1 408 104.0 319 549 408 104.0 319 48.6 406 104.0 319 39.9 408 1 104.01 319 35.0 408 104.0 319 O W J til 48 In 74.8 312 83.8 268 624 312 73.4 262 53.5 312 67.0 248 48.0 312 63.2 248 4t.6 312 61.3 244 37.5 312 61.0 244 312 312 61.0 244 2&8 312 61.0 244 23.4 312 61.0 244 IS 50.625 In 63.8 281 70.6 234 63.2 261 61.5 226 45.8 261 55.7 224 39.9 281 321 272 35.5 281 50.1 220 31.9 281 49.3 219 28.0 281 49.3 219 228 281 49.3 219 2D.0 281 48.3 219 111 o o O rg 5410 528 247 57.5 207 43.9 247 49.8 202 37.8 247 44.8 188 32.8 247 41.5 196 28.2 247 39.4 194 28.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 1&4 247 38.1 193 m M F- to eo 60N 38.4 200 41.2 170 32.0 200 35.4 166 27.4 2D0 31.6 163 24.0 200 28.9 160 21.3 20D 27.1 159 18.2 2W 25.8 157 16.0 200 25.0 168 J J 631n 33.1 161 35.3 165 27.6 161 30.3 152 23.7 161 26.9 149 20.7 181 24.5 149 18.4 181 22.8 144 10.6 161 21.7 U3 Z m 661. 28.8 185 J0.8 142 21.0 iB5 28.1 139 20.8 165 23.1 138 16.0 165 21.0 1M Z 7210 22.2 139 23.3 120 iB.S 139 1B.B 118 15.8 139 17.5 118EL 781. 18.9 125 19.7 109 16.7 126 16.8 107 Z Q J � 701. 17.5 118 18.2 104 Q -C' O TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: to z 00 p Anobar Ca act Table Iba ANCHOR CAP.,,,,,,,,,, to 04 �� Subslmte: 2.7k Cmwrd. 3.5k Cane. HonowcMu Filled CMU PT Wood Metal (DP-)X( >=ANCHOR CAP.,,, s- S15 Elco 1/4'SS Eko 5116'Elco 114'SS Elco 910 steel a12Steel #12 Sted MULLION CAP„,�,,,�, _ AncMr Typa: 3116'Eko Ullmcon 1/4'Eko Ullrecm Lo UlVecon 1l4'Etc Uilmcm W x Y Y Anchor Clip Patterns ulIran- A9graGata UOmcon AggreGaW Scw(05)Screw(05) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR fV � Edgo Diel-(mk 1' 2-12' 1' 2.112' 341w 2.12• P 244 2• 3-118' 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN U X QEmbedment Mt 1314• 1314' 1314• 1314' 2' 1-1/4• 1-114' 1.114' 1-114' 1•U4• 2' 1318' 1318• wAe, ACTUAL PRESSURE REQUIREMENT FOR THE Q O O 2Arclwrs®d.76'MN.O.C./Standard or Offset pip(Ffg.1): 3901bs 390 ms 4501bs ego lox 164910. 170 ws z60lbe 354 lbs 740lbs 374 lbs 684lbe 946ms 341W 4421W 660Ibe OPENING,WHEN IT IS LOWER THAN THE MULLION ty g� z (0 (p 4 Am wrs @ 1.15 LW.0.G 1 Sl.M.d(or 0r-I)CDD(FIg.2): 48016. 700Ibs WA WA WA WA 380lb3 WA WA WA WA WA 6621bs 685 Ws 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED ��s,0 4Anchas@W hUm O.C./(2)WAn910 Clips/(Fig.3): 780 lbs 780 lbs 880[be 156016. 1696@. Mem, 56016, WA 760th, 748 lb, 880 Ib, 1892 lb, 682 lbs885we 1120 tbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchm@ 0.45'MN.O.C./U-alp,Inlo.12V Alum.(Fig.4Y WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 716 Ib, CAPACITY WHICH MAY BE USED TO QUALIFY Anc5;h95 I WI F•COp".5): 195 fns 125IN 2251bs 445ms 822 Ib, 135 lbs 14D lb, 177 ros 3701os 187lb, 332lbs 473IM 170lbs 2211be 280lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anehm@1.15*Mln.O.CJF.Ofp(Fig.0kI 240M 350 lb. NIA WA WA WA 190 It. WA WA WA WA I WA 341 lbs 442[be 1 660[be ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE I: FIGURE2: TABLE NOTES: 1•R DUCT RHVISRD • • , o,colrylfyl.0 with dlu Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bulidlna Dodo _ r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000' r-- Ac,\VhWmLv No J Ql N- ate 2)LINEAR INTERPOLATION BETWEEN MULL LEN GTHS AND/OR OPENING WIDTHS IS ALLOWABLE. "I(� - FIGURE 3: I 'Nfemi ado Pro ucl Control 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • I r • • HOLES 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. 12 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' 5' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED .; [I- FIGURE41: FIGURES: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEAMINIMUM OF.125' _ No.58705 •' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.125'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ O •. SATE i C��1''•F<0RIDA,,•'•�C� A.LYNIR,P.E. F L P.E.#58705 TABLE 2A Mullion Capacity Table Ibs9) Opening Width(for vertically sparWrg mUllons)or Opening Holght(for hodzontalysparW ng mullions) 501n 601n 701n OO In 1 00 In 1001n 1201n 1401n 160 In ba O Rectenguiar TrepRdarp. Reclarguler Trep7daro. Rectangular Trap?daro. Recl.ng.far Treprrdare. Rectangular TrepRdarg. Rectorpular Trep!(rtarm. Rectangular TreplTdaro• Reclarouler TrepRdang. Rwlerouler Trap/Trtang. d4' F: 1 x2x.375 Long L.M[no Loawng Lwding Loadrng Loadug Loading Loading Loadlrta Loedlrg Loading Loading Loadlro Loadirq Loading Lwang Loadlrp LoaGro p= g Alum.Tube F F Fa _ F F _ F ,. F F F fig_ _ a F _ _ _ A. _ MullionPh � �� i3 � ��' � 60 ��• � t3� g �� � pyg D t4� tl� � �' � g � � �' gg qp��• �� }q���-• � �� a F Z � m (� 421n Veit 620 170.0 435 161.3 662 170.0 478 129.7 662 110.0 506 113.6 662 169.5 618 100.8 682 168.8 517 00.8, 662 168.8 617 75.7 662 168.9 517 64.9 691 16119 517 56.7 662 111&0 617 481n 121.6 607 138.0 419 101.4 507 11112 410 86.9 607 108.7 403 76.0 607 1628 399 87.8 507 Poe 397 60.8 507 99.0 396 50.7 507 99.0 398 43.4 607 09.0 396 38.0 507 99.0 396 lL 50.625 In 103.7 456 114.6 379 86.4 456 99-8 371 74.1 456 90.6 364 64.8 456 64.6 360 67.6 459 81.3 357 51.6 456 60.0 356 43.2 456 60,0 358 37.0 458 80.0 356 324 456 60.0 359 `2 n g 0 541n 85.4 400 83.3 338 71.2 4DO 80.9 328 81.0 400 727 371 53A 400 67.3 319 47.5 400 64.0 316 427 4DO 623 314 35.6 400 61.8 313 30.5 400 61.8 313 28.7 400 61.8 313 m C) 60 In 623 324 66.9 278 67.0 324 57.6 270 44.5 724 61.2 284 38.9 324 48.8 260 34.8 324 43.8 257 31.1 324 420 255 28.0 324 40.6 253 222 324 40.5 233 19.6 324 40.6 253 J 111, 63.8 294 57.4 262 44.8 294 49.2 246 Sad 294 43.8 241 33.8 294 39.8 237 29.9 291 37.1 274 28.9 294 ]S2 232 224 294 336 270 18,2 294 33.4 230 16.9 294 37A 230 00 In 4116 268 49.6 230 39.0 258 424 225 33.4 288 37.5 221 29.2 268 34.1 218 2110 268 31.6 215 23.4 268 29.8 212 10.5 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 2D9 Z N= a% 721n 36.0 225 37.9 100 30.0 275 322 191 25.7 715 28.4 108 225 715 25.8 185 20.0 225 23.5 182 18.0 225 721 ISO 15.0 225 ffi3 177 12.9 226 19.6 176 11,3 225 10.8 176 � W# 701. 30.8 202 32.0 177 25.6 202 27.2 173 21.9 291 23.9 170 10.2 292 21.5 16/ 17.0 202 19.7 165 15.3 202 1114 183 128 202 16.7 160 10.8 201 1119 158 9.G 202 16.8 168 781n 28,3 192 29.8 188 23.8 192 26.1 185 ffi2 192 22.0 162 17.7 751 19.7 159 16.7 792 18.1 167 11.2 191 18.8 155 77.9 782 75.2 162 10.1 792 14.4 150 B.9 192 14.2 160 J d' 80 In 18.5 144 10.0 126 16.4 144 16.1 126 Z Q N O 961n 16.2 127 15.6 113 1.... t 1A4;1Z 00 O O TABLE 20 ANCHOR CAPACITY ADJUSTMENT FORMULA: (A r5 fa' Qa- Anchor Capacity TableIbe M LU X 52 Substrate: 27k Conarelo 3.5kCes. Ho0ow CMU Filled CMU PTWwd Metal (DP)XANCHOR CAP,,,,e,,,,u`_MCHORCAP-,,, C-4 919 Elw IIV SS Elco 916•Elea 114'SS Eko 010 Steel 012 Steel 0128ted MULLION CAP.,,r,,,... F X AwlarType: 3I16'Elw Ulirewn 114'Eka UlVocon V7H•Elw Uttrae011 1/1'Elco Uilracon V Q O O AnehorCllpPaltema Ullracw nggreGata ulueeon AggreGata screw(G5)acrex(GS) screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q � Edge Dlallnce On): 1• 2-1/7 1• 2-1/r 3.18• I• 2-112• 1' 2-1/2- 2' 3.718• 2' 0.48• 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN 9 Z m(n (n Embedment Onk "4" 1.V4• 1.314' 1,V4' r 1-111• 1-114• 1.114• 1414• 1-1/4• 1-1/4- r lye• 1 16' 'edea ACTUAL PRESSURE REQUIREMENT FOR THE � ��R 2 Awhm @ 4.75-ININ.O.C./51ond d a OJset all,(Fig.1k 390 las 390 lbs 450 lb. 890[as 164416. 270 lb. 280 lbs 354 lb, 740 lb, 3741W 664M 940 lbs 341!as 4/2lbs 560 as OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @1.15•Min.O.C.1 SI.Ward(a Offset)alp(Fig.21. 480 lbs 700 lbs WA WA NIA WA 380!at WA WA WA WA WA 682 lbs 835 The 1120 lbs CAPACITY{FROM THE TABLE)OF THE SELECTED o� 4AnehmQ 3•MIn,O.C.1(2)2c5 Arpb Clip,/(Fla,3k 78D lbs 7801as BW lbs 1500lbs 1896 la. 540167 560 lba WA 760 lad 748 lbs 880 lbs 1892 tas 6821W 855lbs 112016, MULLIONATWILL YIELD AMINIMUM ANCHOR 2 Awtw @ OAS•MIn.O.C./U4]ip,Into.125'Alum.(Fig.4Y WA WA WA WA WA WA NIA WA N/A WA WA WA WA WA 715lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 A. F-Clip(Fig.5): TBS las IN Ibs 225 lbs 445 th, 8221m 135105 14010.5 177Ibs 370 lbs 187 lbs 3321bs 473I 17010.7 221 tae 2801as ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchae@1.15•MIn.O.C./F421p(FM-el: 24010., 350[as WA WA NIA WA 19010., WA WA WA WA WA 341 lbs 4421W 6601w ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCEREVISBD FIGURE 1: FIGURE 2: TABLE NOTES: m w WM&a 1111011111 Bu76teg 1�ldg 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Aeoepaa" - VJs SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000' I BY 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Ahad add Pro ucl onlrol 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. 2.000' �Or1y LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �` , ANGLE CLIP MUST BE USED IN PAIRS. -FILLED4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT .376• 7r�, VIGENSF ,P CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED = No.58705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' = - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 11 X 2•X.375'MULLION LEAST.IW THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i-0 I(A E S •C[/w` a k THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �'��•• S,S/()NAL A.LYNN MIL'L�R,P.E. FL P.E.#58705 TABLE 3A ® � N Mullion CapacIty Table IbsRtz x�3 Opening Width(for wNcally-spartri g mullons)or Opening Height(tor hodzontalty-sparring millions) g4'wry+ 501n 801. 701n Sol. 00 In 1001. 120 In 1401n 160 In ' 1%2.76% Rectangular Tmpad no. RecterpW., TmP/Mang. ReclanoW., Tmplydong. R.I.nder Tra"ang. Rectanguler Tim" g. Rodargular Tropmlang. Rectengulm TmplMang. Reclangular Tre"ang. Recte.gular Ti pmleng. u Loafing Loafing Loafing Load ng Loadng Loafing Loadng Loafing Loafing Loadng Loafing Loading Loafing Loadng Loafing Loafing Loafing Loadng .376 Alum, Tube f -f Mullion g� � � �� � � � �� � � � � � N 43 8 Z E 8 E 8 E E E s m F dP � d� 5 s^ �• �•g fi� •§. ;� •9 �� 6 BE I- N mILLl g � g � � � � X08 � � � o 42 in 170.0 ON 170.0 435 170.0 744 170.0 470 170.0 868 170.0 600 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 17A0 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.6 1301 170.0 521 48 N 170.0 708 170.0 524 170.9 650 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 130.6 1139 170.0 680 113.9 1139 170.0 680 07.6 1139 170.0 680 65.4 1138 170.0 600 50.625 In 170.0 747 170.0 563 170.0 5% 170.0 671 167.6 1032 170.0 684 146.6 1072 170.0 723 1303 1032 170.0 747 117A 1032 170.0 756 87.9 1032 170.0 756. 83.8 1072 170.0 756 73.4 1032 170.0 758 g o 0 sv 641. 170.0 707 170.0 612 161.3 907 170.0 691 178.2 907 161.7 no 120.9 807 152.5 720 107.5 907 145.0 714 96.8 807 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 603 807 140.0 709 m M O 601. 141.1 735 151.5 026 117.8 735 130.3 611 100.0 735 118.0 599 86.2 735 106.2 590 70.4 735 99.5 563 70.5 735 95.1 578 56.8 735 81.8 574 60.4 735 91.8 574 44.1 735 91.8 574 031n 121.9 666 130.0 570 101.6 666 111.5 557 87.0 660 90.8 647 76.2 668 90.1 538 67.7 666 03.9 631 60.9 668 70.6 526 50.8 668 76.6 521 43.6 666 76.6 521 78.1 666 75.6 621 J 661. 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 601 65.2 607 77.1 493 55.9 607 71.5 488 53.0 607 67.6 401 44.2 607 63.4 470 37.0 607 52.7 474 33.1 607 62.7 474 z 0.g a- 72 >±� C p T2M 61.5 510 66.6 k3f34.0 510 73.0 434 60.3 510 64.3 426 51.0 610 67.9 119 15.4 610 63.3 413 40.6 510 60.0 105 34.0 510 45.8 402 20.2 510 Id.4 399 25.5 510 44.3 399 OQ $b 761. 69.4 456 72.6 100 158 81.7 392 49.0 158 61.1 785 47.4 458 48.0 776 78.8 458 4l.8 773 34.7 458 4L8 306 26.9 456 77.7 362 21.6 458 36.0 359 21,7 156 35.7 358 ¢ ? ���z 76 In 84.2 435 67.0 381 435 50.8 373 45.9 435 49.6 360 40.1 435 44.7 360 35,7 435 40.9 355 32.1 435 38.1 351 26.6 435 34A 344 n.9 475 32.6 341 20.1 {75 72.2 310 901n 41.5 327 43.1 290 327 36.4 285 28.0 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258Z N961n 34.4 287 35.4 257 287 28.9 252 24.6 287 280 246 21.5 287 25.1 '244 19.1 287 20.9 240 17.2 257 19.3 237 14A 207 Me 232 fh W �JE-- 106 fn 21.2 227 21.7 205 227 203 201 17.3 227 18.0 188 15.1 227 18.0 185 fJ) XO �LL3III In 223 215 22.7 194 216 19.1 191 15.9 215 16.6 180 N Y 1201. 173 164 17.9 187 V Q 3 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d Sx z INA Anchor Ca aol Table Ibe ANCHOR CAP.,,,,,,,,,Subslmle: 233 Compete 15k C-. Hollow CMU Riled Wit PTWand Molal (DP,)X( )=ANCHORCAP.•m - IY 5116•Elco 114'88 Eko 5110'Elca 114.88 Eko 0108teel 0128teal 012 Steel MULLION CAP.,,,,_ AnehorCllpPattema An.dWw P4 3116'El. Ultmom IIVEleoUllrocan hN-/A oUlm. 114•El,.Ullracm UBraon A9gmoalor Ullmcon AggreGator Somw(G5)Scmw(G51 Sam(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge IXelenca 9n): I. 2-112• 1' 2.112' 3-118• 2.112• in 2-112• 2' 3.1/8• 2• 0.49- 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmDrdmml Onk 1314' 1.14• 1.314• 13/4' T 1-1R' 1-1/4' t-114' 1.146 1-114• 2' 13/8• as ACTUAL PRESSURE REQUIREMENT FOR THE 2Ahchom@4.75'AUn.O.G l Slandam or Offset 01p(Fig*1k SBO Ibs 390109 450 ws 800 In 1644109 28015& 354 IDS 740109 374 In 664 In 046 In 341109 442 lbs 560169 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arwhors®1.15'Min.O.C.I Standard I&Offset)Gip(Fig.21: 460Ib& 700 In WA WA WA380In WA WA WA WA WA 682In 0851ts 1120 In CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amb. @ 3•Mtn O.C.1(2)2x5 Angle Wps I ft.3): 760In 760In 660lbs 1500In 1B96In 560In WA 760In 7481W NOIn 189211n 662109 BBS1ba1120InN.IT WILL YIELD A MINIMUM ANCHOR 2An h m @ 0.45'Min.O.C./U-Glp,Into.125'Alum.(Fig.4k WAWAWA WA WA WA WA WA WA WA WA WA NIA 7/5lbs CAPACITY WHICH MAY BE USED TO QUALIFY I AncIwr/F-COp(Fq•Sk 195@. 195109 225 In 445 In 8n lbs 135 in 1401be m10s 370 ms 1671W 3321b& 4731ba n01ba n11re zeo lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2An hors @ 1.16'Min.O.GJ F4]ip(Fig.8): 240 In 350 In WA NIA WA WA Min WA WA WA WA WA 341 In 44 In 5601os ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCI'R8V13t3D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. wmpfying s5fih 1110 Florida ugdlna Cock^^co //yy--��6 cploncoNo"1 - • .(21 FIGURE 1: FIGURE 2: oR,fo TABLE NOTES: -� 1.000' �--- ' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. dltanl bado Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 11111 FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' `'F�,•' �)CENS�•''•,F.p HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r 37Y FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED . /�"✓f S Uj\� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125' Q S-ATE OF ^ ` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �� J: (`'••.FCORIOP,.•'G\ 1'X 2.76'X.376•MULLION ® O LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %S%,/' '•••• THE MATERIAL.N10&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. lir ONAV- 1,�` A.LYNNIMlLLE12,P.E. FL P,E.p 58705 TABLE 4A ® ry x Mullion Capitally TabloIbs#t' !1 R Opening Width(for veNrely-spemirgmullions)orOpeningHeight(forhoftodai sparrigmUllons) 501n 60In 70 In 1 80 In I 001n I lee In 1 1201n 1401n 1601n p Reclogulu Ro dang. ReclaneWor Tm dan. Reclen ler Tr g Nr ng. gu p/ide T. RsclangJnr Tmplydang. Reclanguier Tap7Tdarg. Radengular TmpRdnng. Rectangular Trawilmg. q 1 X 2.75X 0 8u epTdang, Reclen dor Tra de Reoian lar T. �c Loading Leafing Loading Loading Loading Loadng Loading Loadng Loading Loading Lmdng Loading Lowing Loading Loadng Laadng Loading Leading oye .65D Alum, a TubeT-d� MullionuU� b� eE E b � e� $ ae Sp b b b. 9 a e� `s a� b� 1s s e� � m com rc s s� �� s- �� g� rc s� �� s� �� �� �� d#rc O tri 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 902 170.0 510 170,0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1820 170.0 521 138.11 1820 170.0 521 J W 481n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 902 170.0 630 170.0 1133 170.0 001 170.0 1275 170.0 677 170.0 1417 170.0 060 141.7 1417 170.0 660 12t.5 1417 170.0 680 100.3 1417 170.0 080 _ b 50.625 In 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1018 170.0 684 170.0 1185 170.0 723 182.6 1288 170.0 747 146.3 1288 170.0 758 121.8 1288 170.0 7511 104.5 1286 170.0 758 91.4 1288 170.0 75e W 0 0 541n 170.0 707 170.0 912 170,0 956 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 133.8 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 081 68.1 1130 170.0 881 75.3 1130 170.0 80t m O ~ m 601n 170.0 8115 170.0 701 148.5 9111 182.3 781 125,5 915 144.5 746 109.9 915 132.3 735 07.6 015 123.0 728 87.0 916 118.5 720 73.2 815 114A TO 02.8 915 114A 775 54.9 915 114A 715 f-� J 631n 151.8 830 101.9 710 120.5 830 138.8 694 100.5 830 123.2 081 94.9 830 112.2 870 84.4 830 104.8 662 75.9 030 09.4 658 032 830 94.5 649 51.2 830 94.1 819 47.4 830 91.1 849 681. 132.1 757 140.0 650 110.0 757 119.8 830 94.3 757 105.0 e24 02.5 757 08.1 814 73.4 757 89.1 000 68.0 757 84.2 600 55.0 757 79.0 591 47.2 757 78.2 091 41.3 757 76.2 591 ? d ?? j 721n 101.7 630 108.0 532 114 ..81.0 510 72.7 830 80.1 530 83.11 878 72.2 521 511.5 838 68.5 514 50.9 878 82.7 508 {2A 030 57.2 500 38.3 630 55.1 497 31.8 038 55.2 197 J , W J Jo oZ Mm Ib In 88.5 571 (0.4 198 78.8 4811 8. 571 87.4 479 54.1 671 80.6 471 46.0 571 55.6 484 43.2 571 51.8 459 38.0 571 Q.0 451 30.9 511 44.11 447 27.0 571 M.5 418 781n 80.0 542 83.4 474 70.8 465 57.1 542 62.1 458 50.0 542 55.7 449 41.4 512 51.0 442 10,0 542 47.5 437 17.1 642 42.9 120 28.8 642 40.6 425 25.0 5!2 10.1 427 I^ Q N 0 BON 52.1 407 63.7 381 45A 355 37.2 407 39.8 349 32.5 407 35.1 343 28,8 407 32.1 We 28.0 407 28.8 37{ 21.7 407 26.1 327 16.8 407 21.1 122 16.3 407 23.0 319 tZ(0 0 006In 42.9 356 M.1 320 J7.2 114 10.7 358 32A 700 20.0 358 28.8 JW 2J.11 J58 28.1 300 21.5 158 24.0 296 17.9 J511 21.0 289 15.1 158 192 281 fAx01081n 30.1 283 30.8 255 25.9 251 21.5 2e3 22.5 247 18.8 203 19.9 2M 16.7 263 18.0 240 15.1 283 18.5 237 W hIII In 27.0 207 28.3 242 23.8 230 19.6 297 20.6 235 17.3 287 ta.3 231 15A 287 18.5 2211 N � U) 120In 22.0 220 22.3 209 18.9 205 15.7 220 18.2 202 U x Q � O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ m _ O x0 Anchor Ce acl Table Ohs) ANCHOR CAP.,,v,,,,_„ D=m(r Subslrale: 2.7k Cormrele 3.6k 0ono. Holloe CA1U Filled CMU PTWoed WWI (DPro)X( )-ANCHORCAP._ ��gx) 916•Eko 1/4•SSEkO TO-Elco 1/4•SSEko AIOSleel 812 steel 912 SWI MULLIONCAP.,p,,,_ AnehorCllpPattern8 Anclwrrypa 311B•ElcvUlBacon 1/d•EkoUlOecan UlOocon 3118•EkoUlbacon 1/4•EkaUl9aeon AgpGetor Ullmom A0gre.. Somw(O5)80M(GS) SCM(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 0(stanooMt 1• 2.12• r 2-14n' 3418• r 2-1rr 1• 2-tn• 2• 3•1fie• 2• OAe• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embcdmanl fnr. 1314• 1.314• 13141 13/4• 2• 14/4• 1.714• 1.114• 1-114' 1.114• 1-1/4• 2• I.Ne, 1316' sedos ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom®4.75•MIn.O.C.181andud or/Msel Clip(FIg.1): 390 ms 390 Ibs 45011as 890 1044 las 270 lbs 280 las 354 lbs 740 lbs 374 lbs 6641ba 0461bs 34116, 442 1b. 560 lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors D 1.W MIn.O.O./Slandard(arMaki Crip(Fig.2): 4001as no lbs NIA WA WA WA 380 lbs WA WA WA WA WA 662 lbs 8851 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anclms®3'MIn O.C./2)Zs5 An91a Clips/(Fig.3r 780 Ma 7601bs 680 lbs 1560]as le 90 5401bs 560!as WA 760 Ns 7491ba See IM 111921bs 6021bs eas ba 112016, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2A. 0.45•MIn.O.C.l UClip,Inlo.VV Alum.(Fig.4): WA WA WA WA WA WA NIA WA WA WA WA WA WA 715 ros CAPACITY WHICH MAY BE USEDTO QUALIFY 1Anchor/FCIip(Flg.S):1 195[as 19516, 1 22516, 44516, 872 Ibs 13501, 140 lbs 177lbs 370 IM IVlbs R2 lb, 4731os 1701bs 221 IM 280 roa ADDRIONAL ANCHOR OPTIONS FROM THE 2Anohaa®1.15'Alin.O.CJ FC11p(Fig. 240 ms Re as WA WA WA WA 1901bs WA WA WA WA WA 341 Ibs 442 lbs 660106 ANCHOR CAPACITY TABLE. RODUQrREY136D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 0fld the World.CIRCLFJ)VALUES ARE USED IN THE EXAMPLE ON SHEET 24. lag Code FIGURE 1: FIGURE2: TABLE NOTES: -� 1.000' I-•- Ctc I2�b 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 41 t -y SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. arnl ado Product COnlrol 2)LINEAR INTERPOLATION BETWEEN MULL 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. 2.760' jr cSP HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56705 '�k ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 850• - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125 S ATE O- 41i THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.045THICK(18GAUGE)..STRUCTURAL STEEL TOBEAT O U�U�J a LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 2.76•X.650•MULLION CC THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. //�N1A)L t�11� A.LYNN MILLER,P.E. FL P.E.#5B705