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Company: The Home depot At Home Services Job Description: Installing 20 hurricane fabric Prepared By: Amber Client Name: Curtiss Project Number: 8188609 {�,• rz.5.,����4���e�����al:-u� ���.. ' ,; � �� 4W1ND WALL # .���:wx .��.�� a��-� °few - - DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 20 Risk Category 2 Building Width(ft) 55 Exposure Category D Building Length(ft) 48 Directionality Factor 0.85 Roof Slope (x:12) 3 Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT INCHES PERSSURE(PSF) PRESSURE PSF 1 9700-PW BNI 5 5 26 62 40.7 -56.6 2 9700-SH BN 5 5 26 62 40.7 -56.6 3 9700-PW BNI 5 5 58 62 38.5 -52.1 4 9700-SH BN 5 5 26 62 40.7 -56.6 5 9700-SH BN 5 5 26 62 40.7 -56.6 6 9700-PW BNI 5 5 58 62 38.5 -52.1 7 9700-SH BN 5 5 26 62 40.7 -56.6 8 9700-SH BN 5 5 25 38 40.9 -57.2 9 9700-PW BNI 5 5 26 62 40.7 -56.6 10 9700-PW BNI 5 5 26 62 40.7 -56.6 11 9700-1PNL BNI 5 5 73 50 38.5 -52.0 Width of End ., a(a)i feet=4.8 �s h - Y O O �Q s sUWS: A a� STRUCTURES INTERNATIONAL.LLC ...Frw'.T"x y Sof.°Sau�a'x�`v.:CtsaFei rss-;er=3e. 8/13/2015 12:51 PM William Curtiss,#8472583 4759 S Indian River Dr. Fort Pierce, FL 34982 ' Replacing 11 windaIwIs SsZ1 0 e. Homeowner has existing burr. e fabric panels. The cos#of th .Job i � °' f the structures' asses value r S�J I I �....i Picture Window 26"X 62" Entry FL 5012.7 -F- .40.7,1— 56.5 2 Single Hung Window 26"x 62" Living Room FL.1435.3 —F 3 Picture Window 58"x 62" Living Room FL5012.7 + :38.5,1-152.'l 4 Single Hung Window 26"x 62" Living Room FL 1435.3 5 Single Hung Window 26"x 62" Living Room FL 1435.3 6 Picture Window 58"x 62" Living Room FL5012.7 + ;,38.5;1-152.1 7 Single Hung Window 26"x 62" Living Room FL 1435.3 + 40.7,;—';56.6 8 Single Hung Window 25"x 38" Family Room FL 1435.3 + 9 Picture Window 26"x 62" Family Room FL 5012.7 I- .40.7, —156.6 10 Picture Window 26"x 62" Family Room FL5012.7 + 40.7,1-156.6 ?111PNLSliding Window 73"x50" Kitchen FL 1844.2 - 1Line'items 2,3,and 4 are being mulled together.Line items 5;6,and 7 are being mulled together.All are using hioA 14-1105.01. W-1/2015 Florida Building Code Online -t •s a�%� .'" "�, '"`. �,. "' r s I `, AA C3oMa[, ntt� BCIS Home ; Log In _-User.Registration ? Fl of Topics Submit Surcharge Stats&Facts Publications i FBC Staff ; BCIS Site Map Links i Search - Busines Pr�fessil7f I ) Nd Product Approval USER: Public User Regulation Produrl'Aonr oval Menu>Product or Aonl cation Search>Application List>Application Detail FL# FL5012-R15 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 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 Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Wi Subcategory Fixedndows Compliance Method " P Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE Validation Checklist-Hardcop e {'ve Referenced Standard and Year(of Standard) Standard %ems µ Year AAMA 506 'k ,psi 2008 AAMA/WDMA/CSA 101/IS2/A440 4y r 2011' AAMA/WDMA/CSA 101/IS2/A440 . 5;, 2005 AAMA/WDMA/CSA 101/IS2/A440 F' ` 2008 ASTM E1886 5 2005 ASTM E1996 aS 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https:lltioridabdlding.org/ptlr app_dtl.aspx?param=wGE\/Y,QwtDgtU0E7x88XL%2bYygRI,BuGnzYDCBZgxmc-eXWQZ4vvmSSH4XQ°/43d�/Q3d 1/5 7/1/2015 Florida Building Code Online Created by Independent Third Party: No Evaluation Reports FL50.12. RIS AF.. FCA-5540 Evaluation.pdf Created by Independent Third Party: No 5012.6 PW - 220 Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC F-220 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/24/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL.501.2 R:I5 11 F-220.ndf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-220 Evaluation.pdf Created by Independent Third Party: No 5012.7 PW-420 Vinyl Fixed Window ..._:........._.........__......._.............._...._..._.__...................-------_..----..--------------..._...._.--------- -----------------..._......_... -_...__.._...._......_........._..._....._................._..........................................._........_.._.__........_.__._.._.._ Limits.of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC F-420 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R15 11 F-420.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FLS012 R15 AE F-420 Evaluation.pdf Created by Independent Third Party: No. 5012.8 PW - 520 WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 RIS C CAC Certifications PW-520.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/15/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design 171-5012 R15 II F-520.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation-Reports FL5012 R15 AE F-520 Evaluation.odf Created by Independent Third Party: No 5012.9 PW-2100 Vinyl Fixed Window with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC Certification PW-2100.pdf 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 design FL5012 R1.5 11 F-2.1.00.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2100 Evaluation.pdf Created by Independent Third Party: No 5012.10 PW-2160 Vinyl Fixed Window with Integral Nailing Fin _...._.._....... _..._.__ ____-_. _.. __.. __._._...._...___.._.__.-.._......_ __._ _._ _ _._._..._......_..___....._..._.__...__ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F1.501.2 RISC CAC Certification PW-2:160.odf 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 design FLS012 RIS II F-2160.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL501.2 RI.5 AE F-21.60 Evaluation.pdf Created by Independent Third Party: No 5012.11 PW-2200 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R15 C CAC 190-709CAR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/14/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R15 11 F-2200.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 https:I/foridabuilding.org/prlpr_app dtl.aspx?param=wGEVY%QwtDqtU0[2x8E3XL%2bYygRfBuGnzYDCBZgxmceXWQZwvmSSH4XQ°/aid%3d 315 i GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE ANCHOR LOCATIONS DESIGN PRESSURES LISTED. &SPACING 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1l2"THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD �J 12" BUCKS DEPICTED AS 2X ARE 1-112"THICK 6„MAX -_„� �„�.— �--MAX O C II _4"MAX. OR GREATER.ATTACHMENT METHOD OF 2"MAX. O.C. WOOD BUCKS SHALL BE DONE BY II i OTHERS. _-------._...___ 4"MAX. 3)SEE TABLES FOR MINIMUM EDGE I O.C. DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR ) -� STUCCO). 60"MAX. 12"MAX.O.C. 60" 4)SHIM EACH ANCHOR LOCATION WHERE BUCK / MAX' THE PRODUCT IS NOT FLUSH TO THE BUCK SUBSTRATE,USING SHIMS CAPABLE OF - TRANSFERRING APPLIED LOADS. - ,—g" MAX 5)ANCHORS SHALL BE COATED OR I I 1— 2"MAX CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 96"MAX.BUCK-----"^� - --'96"MAX.BUCK ALUMINUM SHALL BE PROTECTED FROM i DISSIMILAR MATERIALS AS SPECIFIED-IN i THE FLORIDA BUILDING CODE. FLANGE_ F_RAM_E INTEGRAL FIN FRAME 6)ADHESIVE SEALANT SHALL BE USED _— BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING + STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY TABLE 2:ANCHORS FOR FLANGE WINDOWS - TABLE 3:ANCHORS FOR FIN WINDOWS OTHERS. - Anchor Substrate Min.Edge Min' Anchor Substrate Min.Edge Min. 7)MATERIALS USED FOR ANCHOR Distance Embedment Distance Embedment EVALUATIONS WERE SOUTHERN PINE,2.7 - P.T.SouthernPine(SG=.55) 112" 1-3/8" 2-112"x.113"Box Nail P.T-Southern :Pine(SG=.55) 5 t6" 2-7/16" KSI CONCRETE AND CONCRETE MASONRY #10 Sheet Metal Screwi , Aluminum,6063-T5 min, 318" 118" 2.112"x.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2-7/16" UNITS COMPLYING WITH ASTM C-90. G5 Steel or 410 GLAZING COMPLIES WITH ASTM E1300. Stainless Steel Steel Stud,Gr.33 min. 318" 0.0346(20 ga) 2-112"x.145"Roofing Nail P.T.SouthernPine(SG=.55) 3/8" 2-7/16" A36 Steel 318" 118" P.T.Southern Pine(SG=.55) 11T' 13/8" 8)THE 1/3 STRESS INCREASE WAS NOT P.T.Southern Pine(SG=.55) 112" 13/8" Aluminum,6083-T5 min. 3/6" 118" USED IN THIS ANCHOR EVALUATION.THE #10 Steel SMS I 1.6 LOAD DURATION FACTOR WAS USED 3116"Steel Ultracon Concrete(min.2.7 ksi) 1" 1" Steel Stud,Gr.33 min. 3!8" 0.0345(20 ga) FOR THE EVALUATION OF WOOD SCREWS. Ungrouted CMU,(ASTM C-90) 1" 1-114" A36 Steel 3/8" 1!8" 9)IF THE EXACT PRODUCT SIZE IS NOT NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3THREADS BEYOND INSIDE FACE OF MATERIAL NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERLAL. LISTED IN THE TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. TABLE 1:DESIGN PRESSURE •\• •;ei I v. ' ; \ ' :� Drn"n ey DM": Vebmt ttEIOTVNf11QV,AWGVOPMMCQY/AN'tD „C�� ,'•,(C/l NHtFW15T1fXLLUR)FPA'DERT✓OFPVf WIndOW Buck$IZe Design Pre Ssure Certification ^c.Sg J.ROSOWSKI 07!10111 VINYL �Att Height (+)Ps (-)Psr Numbers - - Br. gym: R"edmc: u�, nr�`iairisrnNOaxa�m"�q°fcmn 96" 190-423 hl D,F;370- axrFaeumruurrgoasmnaae PFR16's']VGK1GTt/J(SPRkS 6 +D`(� LJ 1070 TECHNOLOGY DRIVE -- — SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING t, L'f .•.�.. TM: DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. ::!,,'•.. ,• NOKOOF FL 34275 .......... T,,, FL CERT.OFAUTH.:49286 PICTURE WINDOW '••;t'� ... \,` sA ,.xroe"r, sem: snwc a•"M"oNx R"r. A:Lynn Miller,P.E. P.E.#58705 PW_42D N'tS 1 of 3 2071011 JP j s } ~ INSTALLATION WITH FLANGE FRAME i EDGE DISTANCE S BST T EDGE DISTANCE .— '— EMBEDMENTSUBSTRATE — `SUBSTRATE WOOD t / EMBEDMENT % / EXTERIOR 1 i SHIM 1 _ SHIM yy ` a u� EXTERIOR EXTERIOR FLANGE FRAME, JAMB INSTALLATION FLANGE FRAME, FLANGE FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION HEAD INSTALLATION USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) I SUBSTRATE EXTERIOR q l hvR h` EXTERIOR �I EXTERIOR j SHIM 1X -1f p � WOOD SHIM SHIM / i \ �\ FLANGE FRAME. 1X WOOD � JAMB INSTALLATION r ; (USING 1X BUCKSTRIP) SUBSTRATE FLANGE FRAME, [S' .[S' V SILL INSTALLATION i DIRECTLY TO SUBSTRATE) >. ' FLANGE FRAME, SILL INSTALLATION °rn"ri By: �' Metalef Me IM'q+MAiKV(CES:NQP61AIX.Y/r.V"ID i (USING 1X BUCKSTRIP) 1.ROsowsKl 07/10/11 VINYL N:NG'riLE9AMfddWGVfD°QWO]AT1Y • Fawl61' Dob: R"vedaeA"D Ai0PR/ETAAY.N°AM7KW°FThVS ' mcu�exrwrse asm ae sEsnwurn w arct°mvmn,a�nffosnecun}nmr&v L rEbascvrrawrnxvurrue: INSTALLATION NOTES: 2T 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 F TECHNOLOGY L DRIVE ` t 2)SEE TABLE(S)ON SHEET I FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4". FL CERT.OF AUTH.:29296 PICTURE WINDOW 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN.REQUIREMENTS, A.Lynn Miller,P.E. 1iA1d"•' n01 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.iJ58705 PW420 NTS 2 of 3 2071011JR 7/1/2015 Florida 13uilding'Code Online 77 r — r y_ y ata MIER r Is;thda e art+> l ti� RCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats&Facts ( Publications FBC Staff BCIS Site Map i Links Search BusinesProduct '}} Professional USER: PubliAup�oval R u atpo Product Approval Menu>Product or Application Search>Application List>Application Detail &rV` v FL# FL1435-R16 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature lens Rosowski jrosowski@pgtindustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34,275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https:/Mnrovv.floridabLilding.orglpr/pr_app dtl.aspx?param=wGEVXQMDgsbCUITKei20DuttTalxE3p/o2bnT4V9CSm8euiPZMfULfLAg%3d"/p3d 1/3 7/1/2015 Florida Building Cade Online Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/16/2015 Date Pending FBC Approval Date Approved 06/25/2015 Summa of Products FL Model,Number or Name Description 1435.1 SH -200 Aluminum Single Hung Window (Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1.435 R16 C CAC Certification SH2O0.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/28/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 11 SH-200.odf pressure,size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-200 Evaluatinn.ndf Created by Independent Third Party: No 1435.2 SH -200 HD Aluminum Single Hung Window (with HD Meeting Rail) Limits of UseA— Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification 200HD.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2017 Design Pressure. N/A — Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200HD.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-20OHD Evaluation.ndf ^� Created by Independent Third Party: No 1435.3 SH -400 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-400 Certifications.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/21%2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FI.1435 R16 II SH-400.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-400 Evaluation.odf Created by Independent Third Party: No 1435.4 SH - 500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI.1435 R16 C CAC SH-500 Certification R14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-500.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-500 Evaluation.pdf Created by Independent Third Party: No 1435.5 SH -800 WinGuard Multistory Aluminum Single Hung Window �_...----------------- ..—.. ----s...-- ----- ---- --.......................—— — —...._.__.......... --....._.._.........._._ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F1_1435 Rab C CAC SH-REQ Qertifiication.odf -Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-800.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports Mips:/Im,vw.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQvADgsbCUITKel20DuttTaL*cE3%2bnT4V9CSm8euiPZNIfULfu4g%3d%3d 2J3 GENERAL NOTES: _ 1)THE ANCHORAGE METHODS SHOWNHAVE BEEN DESIGNED TO.COMPLYWITH, ( 'ANOIiORCA LD "f10NS&SPACtgaG THE FLORIDA,BUILDING CODE FOR THE-DESIGN PRESSURES,LISTED: J 2)WOOD BUCKS DEPICTED AS IX ARE LESS`..THAN Y-112-THICK.,IX WOOO BUCKS' _20".MAX,C C.. i �••.-- .- 18°MA?G. ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE'WOOD', t'ti BUCKS DEPICTED AS 2X ARE 1-t12'THICK OR GREATER,ATTACHME14T METHOD QFV=DBUCKS SHALL BEDON,EBYOTHElS., 1� b 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OFANCH R TO' SUBSTRATE EDGE(FaCLUDING FINISH OR STUCCO) 1 &MAX:, f 4)SHIM EACH ANCHOR'LOCATIONWHERETHEPRODUCTISNOTFLUSH ToTHE . SUBSTRATE.USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. :f tAAX I 5)ANCHORS SHALL'BF_COATE Oft CORROSION :RESISTANT AS APPROPRIATE.• , FOR SUBSTRATEVATERIAL.DISS)MILARMA•TER[ALSSSHALL BE;PROTECTEOAS ... _ ... --V.V•... ��.-_W. ._:_TI REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE, Y _ V 6)ADHESIVESEALANT.SHALL BEUSED BETWEENSL''BSTRATE:AND.FLANGc''OR 52-118 _ 52-118' FIN•OVERALL S EALI N61FLASH ING STRATEGY FOR WATER RESISTANCE OF ADD 1 ANCHOR INSTALLATION SHALL EtEDONE B.YOTHERS'... .... ATMIDSR(AN... ,t-`T—MAX:BUCK,-- �. ��MAX BUCK � FORWW>327 ) -- 6_MAX 7)MATERIALS USED FOR-ANCHOR EVALUATIONS WERE SOUTHERN PING 2=7-KSI - - I I.90. -rI s---4-118"MAX 1 MAY` CONCRETEAND CONGRETE MASONRY UN=Ts COMPLYING WITH ASTM C .. "moi. . .. > ':.GLAZING COt.1PLiESWlTH ASTM E1300... A 1 i 0"MAX 1,. 8)THE 113 STRESS.INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE # 1.6 LOADDURATION FACTOR.WAS USED FOR THEEVALUATION.OF WOOD 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES,ALWAYS ROUND ( I 11 1f2" X. 1 UP'TO THE NEXT LARGER VALUE. /) a MAX f TABLE 1:FIN&FLANGE WINDOWS ' I i 78" Buck Size Desi nPressure CertifinUOn MAX, est Reports 12 T ` Width Hal- - - MAX RUCK _ .. 5 2x 7871 87 60 - ..65 190.777 •6410,6411. .. ... .i.: W.L—.._._j.l. - .. .... :L... TABLE 2:FLANGEW114DOWS 1 78 3-518`1 AnctorTYFq Substrole', M't1 Edga !,Ain. / MAX -Diet. embedhient MAX. WdtM:(Soulltetn Pine) ,7176" 1-3+8": -BUCK Sind Stud Gr 33 3/8" m,(18 GA) � •-.,-.._.I_.. 910 S1eeI,SMS:` .. .I' Aturrinum76063�T5' .als• 'Ire` 6'.MAX - - -- ..S1Eet.Am 3187 11W .31.1W Idasomy 'Concrete ... 1' 1.3'61 - 4-1f8'MAX, '.Anc)xx' IbtlorGMU .-2.112" 1-.119''. .. 3 .. FLANGE. EQUAL EEG FRr4dE: FIN.FRAI~iE; . ' NO:E Cpfi'ALL 61E rRLSUBSif1AiL5.BCR Yt Ef<'+.C'DA1E3'F +N%L BE:}U17T}1REAbS BEYO!JD*NSIbE FACE OF'L+ALERIAL. TABLE,3:FIN WINDOWS. Anci'or Type Substrate Nth Edge Min., r..Ml6r... wa- .. �.� rrvan+untxwvata+urorrxca ' G Dist. Embadment J.ROSOWSKt 08101113 RIGID VINYL , ,'six '°'�, •, 1.112'x.735". - R=fng Nail... 'tJocd SOi>:taxm Alrre), 3f$' 1 ThG" 'i whew a>msr~. . 2=v2`x ,31" Wood{$outr�emPine) 318 _'1 2.7116" � . Common Nat r ' 917PaNwad -'6'Voai{Sa.:hemPinE) 9F16" .5/0'` F,J„^�L.d jlt .t :1070TECHNOLOGYDRIVE('..aa. -- - SMS -NOKOMIS,FL 362'!5 FL.CmrOrAUTH..:MW SINGLE HUNG INSTALLATION Wood(Southern P10) 7m -.: 1 16' .s,.,,,,y�,a,.. F y y,,.F p.,c,pM,, a.Y SCfE'+v : ' .^ A::Lgnn Mi11e.,:P..£.. .. .. .... ... .. . . .-, r:, t P.£,F5824S SH^x00 NTS 1.C1'.,1: 101251 WR .. INSTALLATION WITH FLANGE FRAME, EDGE i _..tflN REMRVEO). DISTANCE ..EDGE .lf � '- S4BS RATE/ . DISTANCE 1 / SUBSTRsCTE EMSEDA4ENT l ��/ y l /y.. fU! _EkTEFIlOP EMBE"Mt NT .SHIM 'ti \ '!'`;.,.'".i'� \ �� SHIM t s,. >Zl�'`,.`'\�s1.4L`^• f ,� "�wi<,,........,.�-.:w.-,-,..: Y Irl= r EXfERYDi2 ( UBS T 3-1N.' FLANG �1'KtAtr1E. FLl,NGE FR.dME;. (DIRECTLY TO SUBSTRATE) iEAD'INSTALLATIOfiJ,- HFAQ ENSTALUlT10N. (DIRECTLY-TO.$USSTRAT (USING,IX BUCKSTRIP) I' �: f �,�.:.. '� '�. .mak �,� Si�,y L�.f.�. ._.....w. • EXTER*R —it * iv0 NO �! �f ANCHORS i Y ANCHDRS �\ Lam-, REQUIRED REQUIRED. a SUBSTE 1 0 ' FLANGE:FRAME, - © JAMB iNS7Af LA7lOt j SHIM r„r r '7'�i.�r"d d—'J - t SHIM !!/ M.. f,r LG (U6lN' Ixo K5CFIp} A, . FLANGE FRAME. ' p SI LLLNSTALLATIR+E (=SUBSTRATE �� (DIRECTLY 7D SUBSTRATE} _SEL INSTALLATION �utarurrmu;r.�nrirr�''`au�cr (USING:1X GUCKSTRIP J;ROSOWSKI -0EJ07113 RIGID"m �ra azs rncaaas rave lmu ,vvr=+ru�rwr.Maew:er+cFnas . .f Mrtuae.rs'N.w7rl+szRra.,in K°iRreN � - t tSACsaYa+'Mt+sVniR�A INSTALLATION NOTES' . - 107D TECHNOLOGY DRIVE ----- 1)SEE SHEET IFOR SPACING REQUIREMENTS; NOK4MIS.FL74z7s '"" 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FL•GERT.OFAIITH-2029 SINGLE HUNG INSTALLATION 3)MAX.SH THICKNESS TO BE 714 aawnaer s:a. s-.4c n ew + •0.; - LE'p.nn.iMf5if!e7rG5P.E.. - 1032511JR4;iNCHOR5.FEADTYPEMAY.DlFP[R:FROhSf0WP2 aq _ 7/1/2015 Florida Building Code Online 7- . 1 3 Mg"y� .e..,. .s....,.�... .._,.....,..�.�,._ .e... .. C �.. ...«,..a.+x�:s.......«...�.�...a... Werw:xo 3 �� s^x��'�'if�t� a' , BCIS Home Log In i User Registration� Hot Topics Submit Surcharge Stats&Facts [ Publications ` FBC Staff BCIS Site Map j Links Search iso C)3I 1 fizOtL Business( ) Professlbna I f Productblic User Approval USER'Pu Regulation li,s�..`� mzm� Product Annroval Menu>Prndurt or Annlication Search>Anolication List>Application Detail FL# FL1844-R19 19Application Type Revision Code Version 20141 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 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 Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category (::!indowsSubcategory rizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE 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 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By https:/Iforidabuilding.orcj/pr/pr app dtl,aspx?pararn=wGGVXQwtDgsGsvRi-isb6W7CihkBPFyPwC4%a2ft-UoadVV9fJWgOXU10Dibg%3d%3d 113 7/1/2015 Florida Building Cade Online Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/19/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summary of Products FL# Model,Number or Name Description 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 R19 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 design FL1844 R19 II HR-210,pdf pressure,size and anchorage information.- Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-210 Evaluation.pdf Created by Independent Third Party: No -. 1844.2 HR-410 Vinyl Horizontal Sliding Window Limits of Use Certification Agency-Certificate _ _ Approved for use in HVHZ: No FL1844 R1.9 C CAC HR-410 Certification.udf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/29/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 II HR-410.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No -Evaluation Reports FL1844 R19 AE HR-41.0 F.valuation.pdf Created by Independent Third Party: No 1844.3 HR-510 WinG-uard Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC HR-510 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/19/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design F1...1844 R1.9 II HR-51.0,pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R1.9 AE FIR-510 Evaluation.12df Created by Independent Third Party: No 1844.4 HR-2110 Vinyl Horizontal Roller with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R19 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 design FL1844 R19 II HR-2110.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-2110 Evaluation.ndf Created by Independent Third Party: No __...__�W�__..__........._.. _____....._.._.___._ ........... 1844.5HR-2210 Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1.844.RI9 C CAC Certification.ndf 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 design FL1844 R19 II HR-2210.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-2210 Evaluation.odf Created by Independent Third Party: No https://Cordabuilding.org/pr/pr_app dtl.aspx?param=wGL-VXQwt®gsGsvRHsb6W7Cihh,BPFyPwC4°/42fLUoaVJ9fJWgOXU1001bg%3d%3d 213 GENERAL NOTES: A_NCHOR LOCATIONS &SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA _ 73"MAX.BUCK(XO/OX) __ 73"MAX.BUCK(XOIOX) BUILDING CODE FOR THE DESIGN PRESSURES -`" LISTED. 110"MAX.BUCK(XOX) �"--"-`- 110"MAX.BUCK(XOX) 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN } - ------ "--- _ --- 6-1/4" 1-112"THICK.1X WOOD BUCKS ARE OPTIONAL IF I MAX. UNIT IS INSTALLED DIRECTLY TO SOLID j_O.C. CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1 1-112"THICK OR GREATER.ATTACHMENT METHOD i OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3)SEE TABLES FOR MINIMUM EDGE DISTANCE 1MAX„ FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 62"MAX. / �• O.C. 62"MAK 4)SHIM EACH ANCHOR LOCATION WHERE THE BUCK BUCK ' PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. — I 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 I THE FLORIDA BUILDING CODE. 1-3/8" 3/8 --6-1/8"MAX.O.C. 6-1/8" 1-3/8"MAX.-� 6)ADHESIVE SEALANT SHALL BE USED BETWEEN MAX i AX.O.C. 6-118"MAX. MAX. SUBSTRATE AND FLANGE OR FIN.OVERALL FLANGE FRAME XO INTEGRAL FIN FRAME,XO SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE I 5 BY OTHERS. TABLE 2:ANCHORS FOR FLANGE TABLE 3:ANCHORS FOR FIN WINDOWS Min.Edge Min. Min.Edge Min. 7)MATERIALS USED FOR ANCHOR EVALUATIONS Anchor Substrate Distance Embedment Anchor Substrate Distance Embedment WERE SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH P.T.Southern Pine(SG=.55) 1/2" 1-318" 2-1/2"x.113"Box Nail P.T.Southern Pine(SG=.55) 5116" 2-7/16" ASTM C-90.GLAZING COMPLIES WITH ASTM E1300. #10 Sheet Metal Screw, Aluminum,6063•T5 rain. 318" 118" 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7116" I 05 Steel or 410 8)THE 1!3 STRESS INCREASE WAS NOT USED IN Steel Stud,Gr.33 min. 318" 0.0346(20 ga) 2-112"x.145-Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2.7116" Stainless Steel --- ----- THIS ANCHOR EVALUATION.THE 1.6 LOAD A36 Steel 318" 1/8" P.T.Southern Pine(SG=.55) V2" 1-3/8" DURATION FACTOR WAS USED FOR THE - P,T.Southern Pine(SG=..55) 1/2' 1.316" Aluminum,6063-T5 min. 318" 1/8" EVALUATION OF WOOD SCREWS. 316' #10 Steel SMS 3116"Steel Ultrawn Concrete(min.2.7 ksi) 1" 1" Steel Stud,Gr.33 min. 0.0346(20 ga) 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN Unglouled CMU,(ASTM C-90) 1" 1-114" A36 Steel 3/9, 1 1/8" THE TABLES,ALWAYS ROUND UP TO THE NEXT NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL. LARGER VALUE. MATERIAL. t TABLE 1:DESIGN PRESSURE y ,a XO SHOWN,SPACING ALSO a b APPLIES TO OX AND XOX Window Buck Size Frame Design Certification Configuration id G. 73" 6Z' Fin/Flange _ XDJOX 60 G5 190.433 \\t'I" 110" 62" Fin/Flange -114) 60 65 190-056 \ ,`-,•d e. >,/„ :� Dmn Dy. Darn: Amms"t rrvErrne±unD¢mleyouwrAawraum �;•` •..).. R:RfiNW n�EEacumEFRa'ERrroFewT .�r.[•:a SF '' "'� _ J.ROSOWSKI 06/22/11 VINYL y -RewE BY Dtl:o: RONxI'av: AHD ARDPA,'ETARY.,W PoRTION Q�INf9 'JCICUA6]lfM4YB_'11S:OORRF'fflCCI+CCDCI I `:O.::-vi'.);i AhYfp II tttMIX11 ni'EYAifSSEO fSW,TFN _ i£0.V6 CNDfiGrT6YRlffEX !VI\• 6 t IS 1 ' OF J 1070 TECHNOLOGY DRIVE %'7.>,'• ^'+'n .=/ NOKOMIS.FL 34275 FLCERT.OFAUTH.:29296 HORIZONTAL ROLLER INSTALLATION • .• r1:0•' SwkaAlcMl: Smb: SAmt Diew:rg Nb. R"r. )7;1� ; A.Lynn Miller,P.E. �•'"' P.E.#58705 HR-410 NTS 1 of 3 1062211JR EDGE DISTANCE INSTALLATION\NITHFLANGEFRAME SUBSTRATE . EDGE DISTANCE --� EMBEDMENT SUBSTRATE Q I �— t �1XWOOD EMBEDMENT / j / EXTERIOR / SHIM 11•• SHIM \, - L;, �-- FLANGE FRAME, / JAMB INSTALLATION EXTERIOR — EXTERIOR (USING 1X BUCKSTRIP) FLANGE FRAME, FLANGE FRAME, HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) -- EXTERIOR y EXTERIOR EXTERIOR • ' / y I FLANGE FRAME, JAMB INSTALLATION7. (DIRECTLY TO SUBSTRATE) Z. SHIM \ SHIM t� r n;c•. L,?) yI / SUBSTRATE SUBSTRATE FLANGE FRAME, SILL INSTALLATION a,, - �,. wmmc �wcua x awreaM rvn (DIRECTLY TO SUBSTRATE) _ J.ROSOWSKI 06/22/11 VINYL " `'�'ME°rauscfvaamrcKtcr FLANGE FRAME, a«ti m.�'Summmu«wror�+nti _ SILL INSTALLATION_ ne^d� mm: w"b^�' wa.wwnr +rixv"�aaaaca�icfn.ry (USING 1X BUCKSTRIP) PFRFrASKNCfiGfPmLb'INFS. INSTALLATION NOTES: a nom: j 1)SEE SHEET 1 FOR SPACING R 1070 TECHNOLOGY DRIVE i 2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS.FL 34276 7"a' 3)MAX.SHIM THICKNESS TO BE I/4". FL CERT.OF AUTH.:29296 HORIZONTAL ROLLER INSTALLATION 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.Lynn Miller,P.E. Smku" 5"'"'' sro°` °'""vw �`' 5j FIN AND/OR FLANGE h1AY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.#56705 HR-410 NTS 2 of 3 1062211JR I M IAS I•D�E ANTIA1II--DADE COUNTY,FLORIDA BE 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) ivmv.miamidade.gov/econom}' PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade Count),)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High 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 Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp With the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: °Miami Dadc County Product Control Approved", unless otherwise noted herein. REi NEWA.L 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. 'VERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVE RTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the nanufacturer-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 I and evidence pages B-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---1193.01 CMIAMIRIMDECIORNNPTY ;` �S 4: . Expiration Date: May 26,2016 Approval Date: l+ebrunq 12;20155 � ,,�45 Page I . i PGT Industries,Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted ander previorrs 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. FTI, 6443 (samples A--1 tluu E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Subrrritted underprevious NOA 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 5t"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. Y aime D. Gasco i,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2416 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. FTl,-6443, issued by Fenestration Testing Lab,Inc,, dated 05105/11;signed and sealed by Marlin D. Brinson,P.E. . (Submitted underprevious NOA No. 11-0922.01) 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. (Subinifted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13---0815.05, issued to PGT Industries, Inc. for their "PGT Seizes Aluminum Clipped Mullion--D.11�.Z.",approved on 11/31/13 and expiring on 05126/16. Jainte D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approvai Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: p�� NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE C+^ EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..............._......... MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..........._................./ �' o ELEVATIONS................................_1 00 . FIGURE I: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL 702X WOOD......................_2 oia2 J MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHESDIBE MULL 701X&MASONRY.............2 s MULLIONS / � INSCRIBED INSIDE HAVE BEEN TESTED AS MORE H FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 Lt SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL 70 MASONRY.......................3LO SHEETS P.7 SHAPE MULL TO STEEL STUD...................3 LO 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 o DO F DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U100.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS...._.......................3 z N T- IlJ ALTERNATATE CLIPS.....................4 O 1--• i i / ���♦ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ♦i ♦ _ BAY MULL INSTALLATION..............4 1X2X.125 MULL SPECS......._......6 J W // \ 4j PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X.376 MULL SPECS......._......6 J W INSTRUCTIONS. - 1 X 2.75 X.375 MULL SPECS......._.7 S t� 1X2.76X.65 MULL SPECS............0 Z '-'10 SEE DETAILS 11 11 1 X 3.125 X.500 MULL SPECS........9 W O o / I / III / I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND CO _ o O A THRU-3 Y III __1 I \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4X.125 MULL SPECS................0 n )— m SHE 2.3 1 ATHRU G; i X 4 X.375 TUBE MULL SPECS....,1 F Q J ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN SHEETS 124X.18 TMULL SP SPEC.....11 = J —1 I I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X.375'.265 MULL SPECECS...tI W OPENING 1.25 X 3.26 X.100 MULL SPECS_...13' Z W$ VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25X.624 MULL SPECS 14 a 2 MULL FOR 1.25 X 3.94 X.624 MULL SPECS_...15 2 zS W LENGTH HORIZONTAL lJULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4X.25 MULL SPECS................10 ", J Q o o rcZ SEEEDETAIL E, 2X 6X.25 MULL SPECS................77 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q (n SHEETS 126 X 2.11 X.125 MULL SPECS....16 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z W 30°X 3.25 BAY MULL SPECS.........19 Z )— Q N o REACTIONS. 45'X 3.25 BAY MULL SPECS......_.20 Q O Z z MULLION&CLIP DIMENSIONS......21.23 ♦•-• Z m CD FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S:ANSUAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2............................24 o o PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES....................25 (n BE OF ANY TYPE. MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING d' Z !q tq / I BBY PGTACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U Q 3 I i I PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d E Z 0 ,1/sEE DETA LS 10j MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. a0 HORIZONTAL E MULL SHEETS 2 2-0 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANGULAR/TRAPEZOIDAL", PRODUCPREVISED ea wmplylDB whh the Florida MULL OPENING WIDTH-1 I`—HORIZ.MULL LENGTH( 4j FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FTa)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING D084ID90o4c �Sr 'i LENGTH I`' I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A=pomw No / MULLION CAPACITY MULLION CAPACITY(LBSIFT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT'1'FOR THE OPENING OBTAINED IN D (�j1 f� OPENING STEP 1)• `Ftp--Ccs _Q,Li 1� _ HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE "I and ode Prod¢cl C"Im OPENING MULL // HOR17 VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. L 111 L 1 1111j OR HEIGHT LENGTH Y MULL f� MULL LENGTH \\ NpIA AIN /�.. 8)FROM THE ANCHOR CAPACITY(LBS1 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �� •(\, •••N L L L ANCHOR(SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P? 1.IGENSF•:�lF�:% CAPACITY IS MET. OPENING WIDTH N0.'58705' Tf• SINGLE MULLION SINGLE MULLION FORVERTICAL MULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE 1S HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS1FTa)FORTHE FOOPE�R VERTICAL h1ULL OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '• �.!(, rf (E)C• SEE CORRESPONDING DETAILS MULTIPLE MULLIONS - "��C\-• "'1 EgC(F'"� '•((/� FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION C� •'•FC OItIOP CAPACITY(LBSAPACITY(LBS/FT-)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ss PRODUCT ASSEMBLY. 7��n/VAL ENG,` 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNR MILVEL�i,P.E. FL P.E.#56705 s < o DETAIL A: DETAIL B: MULLION o'J oo F: MULLION TYP.ANCHOR MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIPPER SUBSTRATE. Ag w OR WOOD FRAMING WOOD BUCKAND MASONRY AND �SEESEETABLESIB-16B ^2 ATTACHMENT (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, N SEE NOTE 1, ` m I I MULLION I SHEET 1. 1 I U) I11 6 I I '•� , .•, •'••,,• Z U) d I I SEE SHEETS eb I I MIN 2.7 KSI • F-" -1-EDGE 2/ HOLE d I CRETE OR CMUDISTANCE. SEITHERTHE LOCATIONS SEE SEE TABLES TANDARD OJ•J LWSL EDGE DISTANCE 16-168 9 0 OFFSET MULL c DISTANCE a I ° FOR MASONRY W Q p CLIP MAYBE I INSTALLED BY d I II FOR WOOD I I ANCHORS m o F" THIS METHOD. ° SCREWS I SIDE VIEW z m cA .2 MAX FOR a ad d° ~ O J ALL MULLIONS - EITHERTHE F- D d ° a ° STMIDARD OR Z U 9L m e e d° OFFSET MULL z � 8 ••� ° adea u V ° INSTALLED BY US Z d EXTERIOR a TrfIS METHOD. J Z <d ,Q < EDGE DISTANCE ° F- Z Q m ZZ.p Z N MASONRY o o ^ a THE OFfSET CLIP I9 ANCHORS F ~°1 /~�J Q N O � RECOMMENDED FOR U)I J w b° +cY EXTERIOR °d FIN-FRAMED W WINDOWS,BUT AIAY Q ALSO BE USED FOR < OTHER FRAME TYPES. U Z Q s mO sO TYP.ANCHOR ; m� TYP.ANCHOR' ' o�rc•� PER SUBSTRATEPER SUBSTRATE, TYP.ANCHOR , SEE TABLES I B-168 pER SUBSTRATE, SEE TABLES 18.189 SEE TABLES 1B•160 I�EDGElEND BUCKSTRIP DISTANCE AND SEE TABLES p7TACNMEM EMBEOME�NT BUCKSTRIP 18-188 BY OTHERS, AND EMBEDMENT' SEENOTEI, • ATTACMMENi I SHEET I. •� •' BY OTHERS .. .. .• •, SEE NOTE I, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU PRODUCfREVISBD SIDE VIEW FRONTVIEW muan 8h'llagg with tho Florida Buildle Acocpf6Bco No 4— FRONT VIEW EmUD6 Zo INSTALLATION NOTES: �tlwnl ade Product Confro 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ����\pNY LYN&r177i� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE Q�•.•' LiCENgF•.,!F, i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �,;• •.'P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. _ No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Q�'., S7 _]„5 •��\ 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ��s•'•F40 10fl,.•'' ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. s/n ••• NG�� A'L'Y)q FL P.E.#58706 DETAIL E: e � MULLION TO MULLION 1° DETAIL C: —1 :+zsnuN. INTERSECTION NOTES: ^ MULLION DIRECTLY ATTACHED TOU-CLIP MASONRY STRUCTURE MULLION ( ) 1)MAY BE INSTALLED IN-TEE'OR-CROSS' � o (STANDARD CLIP SHOWN) INTERSECTIONS. oa VARIES 2)MAY BE INSTALLED HORIZONTALLY o (SHOWN)OR VERTICALLY. N I I u. I TYP.ANCHOR - EITHERTHE I I I PER SUBSTRATE, �~L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 $o STANDARD OR - I SEE TABLES 10-130 A FOR CORRESPONDING MULLION. m m F— OFFSET MULL I I TOP VIEW Z INSTAL ED BY Ij YBEI I n. EDGE DISTANCE l.41LLIDN 17 THIS METHOD ANCHORS. 1 1 I FOR NRY VARIES MASO -{-� J W 3:I I #12 STEEL SCREWS, I IIS! SELF-DRILLING OR PREDRILL rL �Q U) n \ MULLION AND USE SntS W O O CO m O F- J ` ` MULLION ♦- Z O EXTERIOR 4°° ° O j EDGE DISTANCE THE OFFSET CLIP IS Z U Z m FOR MASONRY m RECOMMENDED FOR /INTERSECTION ANCHORS FIN-FRAn1E0 6�; a ALSOSEUSED MAY U-CLIP E U p. ALSO SE USED FORJ 8' n OTHER FRAI.IE TYPES - EXTERIOR Q Za r TYP.ANCHOR .° 1 Ilk, z Z Q N O PER SUBSTRATE, ° Q O Z �SEETABLES I0-138 I -' O 7YP.ANCHOR SEE SHEETS 21-23 FOR N I-y-q mo S� PERSUBSTRATE, HOLE LOCATIONS g fi o' BUCKSTRIP SEE TABLES IO-130 W J ANo FRONT VIEW EDGE Y Y ATTACHMENT SEEITABLES'TANCE ~ .... BY OTHERS, SEE NOTE I, 1B-13B U Z Q O O EMBEDMENT SHEET+. ,.• a Z fn (: EDGE • �', - . •. •-• DISTANCE u A m0 ^~SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 113-135 - FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, .` / SEE TABLES IB-130 RODUCf RBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� �fb SEE SHEETS ® wrnplyfag,dh the Fladda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` 21-23 FOR loildIng Codc 1 _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE LOCATIONS Na FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LocA7loNs Dale 3 ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. n1ULLION ' ® fferrJ bade Ploduc+Con!m 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. I ® 1 116I DGE 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED 0 STANCE \�����OC1Y ELCOULTRACONORELCO1l4'S.S.AGGREGATOR MASONRYANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES 16 GA AND COMPLIANT WITH THE FL BUILDING 1B-135 P,••' L.1cENSF•.1�'f'�i CCDE,A2XW00 FRONT VIEW 0 BACKER MUST USED. � rll ATTACHMENT BY OTHERS. ND.54]DS •,)Ii USE WOOD ANCHOR SPECS - EXTERIOR SIDE VIEW -u >>;' NOTES: '�O ••.�57'�� ��, 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ANCHOR VALUES MAY BE USED. S •,ORIDP„••G� ` 2)SEE CORRESPONDING MULLION TABLES, � &NAL SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LYNN 4AlLL1E`)i,P.E. FL P.E.#58705 TABLE 3A 2 Mullion Capacity Table(Ibstfe) ' Opening Width(for varticaly-sparWrfg mullions)or Opening Height(for horizontally-sparing mullions) v�hJix� a 60 in BO in 701n 601n 901n 1001n 120 N .1401n too In 52 Ii o 1%2.76X Recungulor Trap/Tdeng. Rectangtder TreplTdang. Reelengulor Trep/Tdang. Reelangdor Tmp/Tdong. Reclen9uiar Trep/7deng. Reclengular Tra{Y76109 Rectangular Trepmlang. Reelengulor TropRdenB- Reclangulaz Trep/Tdanp. o�do Loedn9 Loadng Lwdn9 Loafing Lwdng Loafing Lwdn9 Lwdng Loading Loafing Lwdng Lwdng loafing Loafing Lwdng T. Loafing Laadng oZ = U.376 Alum. - Tube Mullion fit` W 421n 170.0 620 170.0 435 170.0 7" 170.0 478 170.0 8611 170.0 608 170.0 992 .170.0 519 170.0 1116 170.0 62t 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.D 521 111.6 1301 170.0 521 O ill 481n 170.0 708 170.0 524 170.0 850 170.0 594 170.0 992 170.0 030 170.0 1133 170.0 661 151.8 1139 170.0 677 138.8 1139 170.0 600 113.9 1139 170.0 680 97.6 1139 170.0 660 85.4 1139 170.0 680 o W 60.625 In 170.0 747 170.0 663 170.0 898 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 1032 170.0 756 73.4 1032 170.0 756 W o o (] 641n 170,0 787 170.0 612 161.3 907 170.0 691 13&2 907 164.7 730 120.9 907 152.6 720 107.5 907 145.0 714 96.8 907 141.1 710 60.6 907 140.0 709 69.1 907 140.0 709 60.6 907 140.0 709 m o 1"• M BO N 141.1 735 151.6 825 117.6 735 130.3 611 100.6 735 116.0 699 68.2 735 106.2 590 78.4 735 99.6 563 70.6 735 95.1 57a 68.8 735 91.6 574 60.4 135 91.8 674 44.1 735 91.6 674 F=-. J 63 N 121.9 666 130.0 670 101.6 666 111.5 557 87.0 660 98.9 617 76,2 860 90.1 538 67.7 666 63.9 531 60.9 666 79.8 62x1 50.6 666 76.8 621 43.5 666 75.6 521 39.1 666 75.6 621 2 0 661n 106.0 607 112.4 622 88.3 607 98.1 711 75.7 607 B5.0 501 68.2 607 77.1 493 50.8 607 71.5 JM23 7 87.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 607 62.7 474 z.'L z J 72N 81.8 510 83.6 443 69.0 510 73.0 434 56.3 510 84.3 428 51.0 b10 57.8 410 43.4 .510 W.3 0 50.0 408 34.0 510 45.9 402 20.2 510 44A 399 253 510 44.3 399 ? J 1. 1 W 76N 69A 458 72.5 400 67.0 158 81.7 392 49.6 468 64.1 385 43,4 458 46.8 378 38.8 458 14.6 8 41.6 368 28.9 458 37.7 382 24.8 458 30.0 359 21.7 458 35.7 358 J J o:Z 2 Q 78 N 84.2 435 67.0 364 53.5 435 66.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 5 38.1 351 20.6 435 34.4 344 22.9 435 32.8 341 20.1 435 32.2 340 90N 41.8 327 43.1 200 34.6 327 36A 285 29.9 327 31.8 28D 26.1 327 28.3 276 23.2 327 25.7 27 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 Q zN961n 34.4 287 35.4 257 28.7 287 29.9 252 24.6 287 28.0 248 21.6 287 23.1 244 19.1 287 20.0 87 19.3 237 14.4 287 18.0 232 f081n 1 L0 21.2 227 24.7 205 20.2 227 20.9 201 17.3 227 18.0 199 16.1 227 18.0 195 W i111n 22.3 215 22.7 184 18.6 215 19.1 191 15.8 215 16.6 100 4Y n N 1201n 17.6 184 17.9 167 1 1U X Q O rJ - TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d ii,- z m O s0 Anchor Capacity Table the - a ma ANCHOR CAP.,,,,,,,.,, SOoalrelo: 2.7k Coh%rclo 3.5k Caw. Hollow CMU filled CA1U PT Wood Melal (DP,.)X( )=ANCHOR CAP.- �- 5116'Eko I!4.6S Eko 51111'Elco 1/4•SS Eko 910Sleel 111231eel 012 Steel MULLION CAP.,,,,,,,- Anchor Clip Patteme Anchor Typo: 3l16'Elco Uilrecon 1/1'Eko UlUocan Ultrww Jf18•Eloo Ulkecon 1/4'Eka UBrecw AOgmGalor Ullacon AggreGalor SorcW(G5)Screw(G5) Sefew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge G(slance(In7 V 2.11• 1• 2.11• 3-98• 1' 2.11• 1' 2-11• 2' 3416- 2• 0.48- 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embednenl(In): IJ14' 1.314' 1.314' 1.314' T 1.114• 1-114' 1-1/4• 1-114' 1-114' 1414' 2' Iia' 1_318• cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom @ 4.75'Min.O.C./Standard crOrsel alp(Fig.1): 390 lbs 3901bs 450 lbs 890 lbs 1644%s 270 lbs 280lbs 354 lbs 74 lbs 374 lbs 664lbs 046 lbs 311 lbs 442 lb, 6801bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anahae @ 1.15'Min.O.C.l Slondard(orOilse6 C9p(Fig.2): 480 lbs 7001bs WA WA WA WA 3801bs WA WA WA WA WA 682 lbs 885 It's 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AKI.'@ 3•No.O.C./(2)225 Ave Clips/(Fq.3): 7801tu 760IW 660lbs 15601bs 18961W 510Ibs 6601bs WA 7601b5 7481w am Ito. 18921bs 6821os 88540s ifzo lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anohore @ 0.45'AIIn.D.C.I UCIIp.Inlo.125•Alum.(FIg.4): WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 715 Ib CAPACITY WHICH MAY BE USED TO QUALIFY I Anchor/F4Ap(Flo.5): 1951W 19slbs 22s @s 445 lbs 022 to. 135lba 140 lbs 1771ba 370lba 107 lbs .1. 473 lbs 172 IM 221 lbs 2Ba lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors @ 1.15'Min.O.CJ FCllp(Fig.e): 240108 3501Ds WA NIA WA WA 190lbs WA WA NIA WA WA 341 IW 442 ft 680 Na ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUC7RUVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. os complying with lino Florida Building Code,^1 .ph..NOd oR Da1c FIGURE 1: FIGURE 2: TABLE NOTES: r- • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND.SHEET 25 FOR INFORMATION ON LOADING. ,Siem) ado Produu Conliol r SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. %Il t I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `��o D��Y LYNN � FIGURE 3 2.750' \10ENgA- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. <��.•'' '•ze HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - -_ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED a5' :.f).'K• (.Z-`i rS• 111; FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' Q S'7\T e`:fQ/` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 'OLORIOP.•'•• LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.375•MULLION , 5'�, , THE MATERIAL.#10&912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. X11 r��NA)- �` A.LYNNIMILL5A,\P.E. FL P.E,#58705 TABLE4A ® N Mullion Capacity Table Ibsift' Opening Width(forredlcely-sparringmUlions)orOpeningHeight(forhorizoNaPpsponnigMunlons) a 601n 60 In 70 in 801n got. 1001n 120 in 140 in 1801. 1X2.76X Raclongulm TroplTrlmv. Reclenguiv TreplTdang. Roclangufar T1. one. ReclangJer TrepTfeng. Reclanguter TrepRderq. Reclanpder TrepRdang. Reclenguler TrRrTdang. Radaon9uler Traprra..g. ngrAar Treplfdeng. Recla qp Loading Loading Loadng Loading Loading Loading loading Loafing Loading Loading Loading Loading Leading Loading Loading Loading l.oadag Loading oY Y .660 Alum. d Tubo -a.. a a„ a i' •�., JI '� D 'q.. z a,. �' •o,. o.. •a.. A � u3 Mullion s �. �-�. �� & n ag s a ;a 1, q s$ Ise b § "& s`& s 3� a 4n a g � � o "� 421. 170.0 620 tt0.o ass vo.o 7u no.o 478 170.0 868 170.0 506 vo.o eea no.o 61e no.6 m6 no.o szt no.o 1240 n6.a 621 no.o H86 n9.o set 166.1 lean tto.o 621 136.8 tato tto.o szt J w rSO.625ln 170.0 706 170.0 524 170.0 050 170.0 561 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 980 141.7 1417 170.0 680 121.5 1417 170.0 680 108.7 1417 170.0 080 _ ,o (n 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 664 170.0 1105 170.0 723 182.6 1286 170.0 747 146.3 1286 170.0 756 121.0 1286 170.0 766 104.5 1286 170.0 756 91.4 1288 170.0 750 LO o° O 170,0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170,0 751 150.7 1730 170.0 603 133.9 1130 170.0 037 120.0 1130 170.0 856 100.5 1130 170.0 861 08.1 1130 170.0 861 75.3 1130 170.0 801 M170.0 805 170.0 701 146.5 915 1823 761 125.5 015 144.5 748 109.9 015 132.3 735 97.6 915 123,9 72887.9 915 118.5 720 732 015 114,4 715 02.6 015 114.1 715 54.0 915 114.4 715 Jr., 151.8 830 151.9 710 128.5 830 135.9 694 100.5 830 123.2 851 94.9 530 112.2 870 84.4 630 104.0 682 75.9 810 99.4 656 03.3 530 94.5 649 54.2 830 94.1 649 47.4 830 94.1 649 Z W Fn 132.1 757 140.0 650 110.0 767 110.6 BS8 81.3 751 105.9 821 82.5 767 96.1 614 73.4 767 89.1 600 86.0 767 14/.2 800 65.0 757 70.0 593 47.2 767 70.2 691 41.3 757 78.2 591 € 0 72 in 101.7 638 108.0 552 04.6 630 91.0 540 72.7 638 80.1 530 63.6 036 72.2 521 56.5 630 69.6 614 50.9 630 82,3 508 42,4 630 $7.2 500 36.3 878 65.3 407 31.8 836 55.2 497 J JJ� `di cz 701n 86.5 571 90.4 498 72.1 571 76.6 488 6. 571 67A 419 64.1 571 80.e 471 48.0 571 55.5 464 43.2 571 51.8 459 38.0 571 47.0 451 30.0- 671 14.6 447 27.0 571 44.5 440 Q 761. 80.0 542 63.4 474 80.7 612 70.6 465 57.1 512 82.1 456 50.0 512 55.7 449 44.4 542 51.0 442 40,0 642 47.5 437 37.3 542 42.9 439 20.8 512 40.8 625 25.0 512 10.1 423 F-'• Q N Z O 901n 621 407 63.7 381 43.4 407 46.4 355 37.2 407 39.8 340 32.5 407 35.3 343 28,0 407 32.1 $36 20.0 407 20.6 334 21.7 407 28.1 327 18.6 407 24.1 322 10.3 407 23.0 319 Q Z co BBI. 42.9 J56 44.1 320 35.8 358 37.2 314 30.7 358 12A 309 28.8 350 28.8 304 23.8 350 26.1 300 21.5 356 24.0 296 17.0 356 21.0 209 15.3 358 10.2 284 X A o p0 N.to ° toe In 121.. 2 50.5 255 25.I 287W12 21.5 287 22.5 247 18.6 203 10.9 244 18.7 203 16.0 240 16.1 283 16.5 2S7 Lel ^ Y°Y 1111.. 28.7 242 23.1 207 10.6 267 20.8 275 17.3 207 183 231 16.4X QOO 120In 31. 22.3 209 16.3 229 I5.7 220 18.2 202 d e- z 0 0 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity TableObs) ANCHOR CAP.,._,,,, Substnle: 2.7k Concrete 3.5k Cone. Ho11MCMU Filled CIMU PT Wood Metal (OP-)X( )=ANCHOR CAP.,,, 5116'Eke 114'SS Eko 5116'Eioo 114'SS Eko 610 Steel 912 Steel 612 Sled MULLION CAP.,,,,,,,,,,, Anchor Clip Patterns Anchor Type: 3116'Eloo Uluacon 114'Eko Ul9acon Uluscon 3178'Eko Ultrecon 1146 Eke Uluecon AggmGelor Ullman Aggre0alor St"(05)Sorm(G5) Scrny(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edea aslonco OnJ: 1' 2412' 1' 2.12• 3.118• 1• 2.11• t' 2.10' 2• 3.118' 2- 0.48' 0.54' 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embedocnt n: 13r4' 1-014' iV4' 1-74' 2 1-1/4' 1-1/4' 1.114• 1-114- 1.114' 1-114' 2' 1-318' I-m- ,edes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhom@4.75'Min.O.C./Slendud or06set alp(Fig.1): 390 lee 390 to. 450 lbs 890]be 1644 Its 270 tos 26016, 354 lbs 740 lbs 3741ba 1 664160 8461b3 341[be 442 lb, 5601bs OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.1+Min.O.C.13lendmd(or00,e1)Clip(FW.2): 480 lbs 70016. WA WA WA WA 38016, WA WA WA WA WA 682 lbs BB51 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors @ 3-Min.0,41/(2)Wftle ales/(Fig.31. 7801bs 760 Ins 680 the 1560[be 18Wlbs 630lbs SBOlbs WA 760 lb, 7481s 880[be 1892 lb, 682 lb, 865 bs 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arch-Q 0.45•Min.O.C.11K11p.Into.125'Akn1.(FID.4J: WA WA WA WA WA WA WA WA WA WA WA WA WA 715[be CAPACITY WHICH MAY BE USED TO QUALIFY f Anchor/F-Cip(Fq-6): 195Ns 195 lbs 225 lbs 445101 022 ms 13510, 1401,, 177[be 370 Ws Ie71os 37216, 473 to, 17016, 221 lbs 2601bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchaa 401.15'hlln.O.Cl F-Olp(Fig.6): 24010, iso!be WA WA WA WA 1901be WA WA WA WA WA 341!be 44216$ S60 roe ANCHOR CAPACITY TABLE. RODUCTPEVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 0nd the Florida ' ooepimlco No ��Q.7.(� ial;Code FIGURE 1: FIGURE 2: TABLE NOTES: on ate 12pllo 1.000' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ly 1 dfeml ado Produce Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \V\\11111/11/j 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. 2.750' ,• •�\CENSE ,p • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. >tP'• No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 'Six, .ZR! FIGURE 4; FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' - S ATE O- /Cf • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT ' '� F<OR7UP LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i'X 2.75'X.050*MULLION •CCsS �G THE MATERIAL.N70&Al2 ANCHORS INTO WOOD MAYBE STEEL,1&8 S.S.OR410 S.S. //"O I.1 e e � 1rv�j1E , A.LYNN t'vJILLER,P.E. FL P.E.k 58705 TABLE 8A n Mullion Ce acl T e fbsift Opening Width(forve18c61ry•spaming mNlio Ing Height(forhOdxpr0.667-sperWng mUllons) 22SS oG! Q 60 In 601n 701n 601n BO In 101n 1201n 140 In 1601n co Reelangder IMp/rdang. Rectangder Trepl01eno. Racfang.Nr Trepfrden0• Raetengulu TropTdan9. [17 g lar Tmp/Tllarp. Rotlenguier Tmp/Tdang. Rectangular TreprTdang. Rectangular TrapMang. Rectangular TmplTdmg. yY 1.26•'X Loafing Loadng Loadn9 Loafing Loading Loafing Loedng Loadngfing Loading Loadng Loadng Leming Loadng Loading L-f.g LoadNg Loadng cZ U 3.188"X Tube nll � � y � � I� N X04 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 688 170.0 SOB 170.0 992 170.0 519 1118 170.0 621 170.0 124D 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 621 151.8 1769 (70.0 521 �48In 170.0 708 170.0 624 170.0 850 170.0 554 170.0 892 170.0 630 170.0 1133 170.0 '681 1276 170.0 877 170.0 1417 170.0 660 154.8 ISO 170.0 680 132.7 1648 170.0 680 116.1 1548 170.0 66050.626In 170.0 747 170.0 663 170.0 898 170.0 831 170.0 1046 170.0 684 170.0 1195 170.0 723 1345 170.0 747 167.0 1488 170.0 756 138.2 1468 170.0 766 119.3 1469 170.0 766 MA 1468 170.0 768 � �S 0 CD 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 MA 603 1376 170.0 637 146.8 1376 170.0 650 122.3 1376 170.0 801 104.8 1376 170.0 861 01.7 1376 170.0 061 m MO601n 170.0 8115 170.0 701 170.0 1063 170.0 797 168.0 1166 170.0 678 139.0 1158 187.4 830 1158 156.5 BIB 111.2 1158 150.0 912 947 1158 144.8 D05 79A 1158 144.8 905 69.5 1156 HU 905wd170.0 930 170.0 745 160.1 1051 170.0 650 137.2 1051 135.0 682 120.1 1051 142.0 61 1051 2.3 837 86.1 1051 125.7 870 60.1 1051 119.5 822 66.8 1051 119.1 621 60.0 1051 118.1 821 .� { 66 In 187.1 057 170.0 769 139.3 057 161.6 685 119A 957 134.0 700 104.4 057 121.6 777 028 957 112.6 767 83.0 957 108.6 769 69.6 857 100.0 760 69.7 057 08.0 748 52.2 057 08.9 748 Z J g 8 d 721. 128.7 801 135.2 698 107.3 80{ 11b.2 884 91.9 801 101.3 671 60.4 804 91.4 660 71.6 801 84.1 650 &.4 604 78.8 843 53.8 1164 72.3 673 46,0 804 89.8 628 40,2 801 69.8 628 761n 100.4 722 114A 630 01.2 722 97.2 616 78.2 722 55.3 605 68.4 722 76.7 596 60.8 722 70.3 588 64.7 722 65.5 580 45.8 722 59.5 570 39.1 722 66.7 685 342 722 56.2 564 J w o � Z f 781. 101.2 685 105,8 600 84.4 685 69.6 688 72.3 685 76.5 577 63.3 685 70.5 668 6a.2 685 64.5 660 50.6 605 60.1 653 42.2 685 64.3 643 36.2 885 61A 637 31.8 885 50.7 536 F N 11 Q O DO In 05.0 515 66.0 157 54.9 615 57.6 M9 17.1 515 50.1 M1 41.2 515 14.7 4N 3e.e 515 40.8 428 33.0 5/5 37.4 422 27.8 515 13.1 NJ 23.3 515 305 107 20,8 515 29.1 404 ZQ �( Z N z_- 06 In 64.3 453 65.8 404 45.3 453 47.1 397 36.6 453 41.0 391 33.0 453 38A 305 30.2 453 33,0 379 27.2 453 30.4 374 22.8 453 26.0 366 19.4 453 24.3 360 17.0 453 22.0 356 CO W 1 76 3-p go 1061. 38.1 358 39.0 323 31.8 358 328 316 27.2 358 28.4 313 23.8 358 25.2 306 2t.2 350 22.7 304 19.1 358 20.8 300 15.9 358 18.0 203 In M o 11110 55.1 J3B 35.0 306 29.3 336 30.1 JOf 26.1 338 28.1 297 22.0 338 23.2 293 19.6 338 25T-2-89717.6 338 19.1 285 X o�o� 1201n 27.8 290 28.3 264 232 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 261 16.4 290 16.4 249 U•N Q 1441. 18.1 201 1-1-- Q. ` N Z TABLE 8B m0 s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: O m(Y AnchorCapacity Tebla Ibrr ANCHOR CAP. - o H SutMW 2.7K conerde 3.5k cane. NOW Cldu FI9ed CLIU PT 1vmd Metal (DP_)X( )=ANCHOR CAP.,,, 6116m E110 1Id'SS Eko N16'Eko 1I4'SSElco 910Sten M12SIcel 91251cC1 MULLION CAP.,,,,,,, AnehorCllp Patterns Anchor 79P5: S'16'Elco Wrdeal 114'EkoUllmcon uftcen 31164 Me Ullman Ua'EkoUn2con Aggecetor Macro Aggrt(0dor screw(05)screm(G5) scrLw(05) USE THIS FORMULA TO OBTAIN THEANCHOR Edge Otstanee on) r2.112' t' 241r 3.1rf 1- 2-u2• r 2-1/Z 21 3-116• r 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Fmbednvlt enj 13.4• 13/4• 134• 2• 1-1/4• 1.1/4' 1-114' 1-114• 1-1/4• 1-1/4' r 138• 15'8' Vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AMInn@d.75'MIn O.C./Slandad or Ol8el Cllp(Flg.1): 500103 390 Its 3-A ms ego lx 1644 ms 273-as 260 tmJR14 374 ms s64los 9lslos 311103 4a21m 560 153- OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arcbas®1.15.141.O.0/Slwt�nl(or On5eq Cop(ng 2)' 4001Ds 700 is NIA IU NIA IIIA 380 Ina IUA IUA NIA 6621bs 8950H 11211b5 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ane @3-MIn.O.C./(2)215 An&Cnps/(Flg 3} 7801bs 700 Ito 6901b3 15601 18933lbs 6101Ds 6601033 748103 SM ibs 160203 Mies 006Its 1120105 MULLION.IT WILL YIELD A MINIMUM ANCHOR dAn:fas®0.45'Llln.O.C./UCOp,1.10.125 Aa1111.(F19.4) II/A IUA 11/A IUA tl/A NIA IUA NIA IUA IUA Ii/A IUA 1430M6 CAPACITY WHICH MAY BE USED TO QUALIFY tAmh. FC9p(ng 6T 19510310503 2251.. 445 M. 822 rw 1351bt 140109s 117 Ds 332 rts d73105 1701bs 2x1 los 2601[6 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchon 01.16.61190.CJ F-00 8.67 240 ms 3501M RIA IUA INA II/A 100103 HIA IUA IUA 311 Nt 442 Ds 560 roa ANCHOR CAPACITY TABLE PRODUCI'RBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as uotoplYlnBw•IIh the I+lodde Ougdln8 fbdo AosrpWne9 No - ?^`.Db2 FIGURE I: FIGURE 2: TABLE NOTES: F-1.250•-1 me �-+�J • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION c WamProduct Cont ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3188 LYNN 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE �10ENSF'•.,(�,p ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS P'• ' • . • CLIP MUST 74':• T, BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265• _ No.58705 IN PAIRS. 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 ! ci�r � FIGURE 4: FIGURE 6: GURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 6083-T5 AND BEA MINIMUM OF.125•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND O�•., 5"AT O- . '•.A< •' e e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LFAST.125'THICK AND A36.ALL 1.5•X3.18a X.265•MULLION 0RIDK.- ;� • ......•• � • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.114-VF MULLION) • #10&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A. FL P.E.#58705 P.E. • FL .E. 7ABLE12A n Mullion Capacity TD610 Ibslftr Opening Width(forvartically-spellr9rg mullions)or Opening Height(for hodzontelly-sparDlrg millions) 801n 60 In 701n BON 00 In 10041 1201. 1401n 160 In �x� 1. 4 RocronguW Traptfrf 9. Rectangular TroplTrlenp. Reclengular TreplTdeng. ReGan9Jar Trop/Tdang. Reclengular TrepRdong. Reclangular Traplldeng. Rectangular Trnpli%one. RoclonBvler TreNfdang, Raclangulor Trap/Idang. ild, C2X4%.26Loading Loading Loadng Loadng Loading Loading Loadng Loadng Loading loadng Loadng Loadn9 Loading Loadng Loadng Loading Loafing Loading fc Ahrn Tuba 8 dy b [9 yy r3 8 [7 d^ 8 8 3 8 d d 3 5 d �e 631 04Ion LL §� �� b& .§� b•4 § 6 § 11.5 E c .§� b b5 L[O sm 421n 170.0 .620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 We 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 '170.0 521 170.0 1480i"170.0 621 170.0 1735 170.0 621 170.0 1083 170.0 521 O 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 688 170.0 2267 170.0 680 J W_ 50.625N 170.0 747 170.0 563 170A 898 170.0 831 170,0 1045 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 .170.0 766 170.0 1793 170.0 766 170.0 2092 170.0 768 170.0 2391 170.0 756 �c 4n 64 N 170,0 707 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 850 170.0 1913 170.0 881 170.0 2231" 170.0 661 170.0 2650 110.0 661 (1) O 0 60 N 170.0 885 170.0 701 170.0 tO63 170.0 787 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1594 170.0 898 170.0 1711 ,170,0 1033 170.0 2125 170.0 1063 170.0 2479 17a.a 1083 180.8 2080 170.0 1063 631n 170.0 93D 170.0 745 170.0 1116 t70.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1677 170.0 1076 170.0 1859 '170.0 1122 170.0 2231 170.0 1169 180.7 2553 170.0 1171 145.9 2653 170.0 1171 ~ J 681n 170.0 974 170.0. 789 170,0 1168 170.0 903 170.0 13M 170.0 1002 170.0 1658 170.0 1008 170.0 1757 170.0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1275 161,8 2437 170.0 1266 132.0 2437 170.0 1268 � a m � 721n 170.0 1067 170.0 878 170,0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1225 170.0 1013 170.0 1315 170.0 2125 170.0 1387 145.8 2184 170.0 1488 124.6 2184 170.0 1520 109.2 2184 170.0 1530 m YJ 76 In 170.0 1122 170.0 937 170.0 1346 170.0 1060 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1605 123,8 1960 181.6 1648 106.1 1960 164.0 1535 92.9 1960 152.7 1531 6 ¢'Z 3 76 In 170.0 1151 170.0 987 170.0 1381 170,0 lite 170.0 1611 170.0 1250 170.0 1842 170.0 1359 152.7 1861 170.0 1474 137.4 1881 161.1 1600 114.6 1861 147.3 1477 98.2 1661 139.6 1469 85.9 1861 137.8 1454 Q J 901n 170.0 13211 170.0 1144 140.1 1398 150.0 1218 127.0 1398 136.0 1185 111.8 1398 121.3 1179 BOA 1398 110.2 (162 59.5 1398 101.8 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 78.9 1098 � � Q N o OB N 147.4 1220 161.6 1096 122.0 1228 127.6 1079 105.3 1229 111.2 1061 9L 1228 98,8 1044 81.8 1228 89.6 1020 73,7 1221 82.4 1016 81.4 1228 72.2 993 52.7 1229 65.0 077 46.1 1229 62.1 967 Z F 00 m� 10841 103.6 871 105.8 877 68.3 971 89.0 802 74.0. 071 77.2 849 64.7 071 68.4 837 67.6 971 61.8 826 51.8 971 66.5 616 13.1 971 49.0, 796 37.0 971 44.0 782 32.4 971 40.8 771 04 111 N 85.4 gig 97.3 832 79.5 919 81.9 619 68,1 919 70.9 806 59. 910 82.9 704 63.0 919 58.7 784 47.7 919 61.8 774 39.7 919 44.8 766 34.1 910 40,2 742 29.8 010 37.1 732 W X Y Y 1201n 76.5 786 76.8 718 62.9 788 84.6 705 W.9 786 55.8 695 47.2 788 IB.4 BBB 41.9 788 44.4 877 37.7 786 40.5 688 31.6 788 34.0 857 27.0 766 51.0 G41 27.8 788 28.4 631 d' (n to 14441 43.7 648 44.2 504 36.4 646 37.0 408 31.2 618 31.9 401 27.3 646 282 485 24.3 648 25.3 479 21.8 648 '22.9 474 10.2 548 19.5 484 16.6 618 17.2 456 13.7 648 16.6 MB Q i N Q () O z TABLE 12B - ANCHOR CAPACITY ADJUSTMENT FORMULA: 8 � Anchor Capacity Table(lbs) gg �gid' ANCHOR CAP.,,,,,, -g SumIMIX 23K Concrete 3.5KConc. Il[8owa.11) Fgleacmu PTWood F1fl (DP.)X( >=ANCHOR CAP.u, 6716'EI[0 114'SS Eko 51G'TJco 114'SS Elco X10 Sia! X1251m1 X12Slml AN OAP.,,,,,,,., AnchorCllp Patterns Arc^«1)ya yts•EI[o UOracm 114•EkoUttmcon Unmcon &16'EI[o 11111'acm tla'Ekouamcon AgDrc(felor UOmenn AggreGat« Scrow(G5)SUM 05) Scrw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aslarce 6n) to 2-112' V 2-vr 3.118• t• 2-ur 1• 2-IIx 21 3118• r 0.48- 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING 70 AN Fmbe0nm10n) 1314• 1314' 1314' 13'4• r 1.114' 1-114• 1-114' 1-114' 1-114' 1414• r 73'8• 1316• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arctic.®a.7G I.11n.O.C.I Stardanl or 011W Clip(Fig.182) 390 lbs 390106 4W Ibs 090109 16H lbs 270[as 280 Its 351 rob 74019e 374105 6611bs 946105 341lbs 442106 560105 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ArchaaQ218•IAI6 O.C.I Slaridam(ar Olaet)Cllp(Ril.3) 740 lbs 740 Me 630 His 1465 Its 1424 lbs NIA 500 we NIA 6951bs NIA Ono ID9 IUA 602lbs S85 He 1120105 CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Arch«s@1.71•MIn O.C.I Slandsm(«Olf4el)Cep(Rg"4): W5 lbs 0501 758109 5461bs It/A IIIA 705 ae I4IA 7891D9 IIIA WA NIA 10221ts 1327[be ISo3IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AIChors®3-MIn.O.C.I(1)255AngleCaps/(Rg 51 780165 7 Ds 680lbs 15601Ds face lbs Olbs 500 Its IRA 760116 7481bs 8801b. 1892 to, 692lbs 885 IDs 1120 I09 CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors(N3•I.1N.O.C.1(2)215 Angle C9p6/(Rg.6j 11701M 11701m 1020 lbs 2340lbs 2844 lbs 61 Ds 640 Ins INA 11401b6 1122lbs 13201bs 28228 IDS 10221m 1327105 1660 ms ADDITIONAL ANCHOR OPTIONS FROM THE 3Arctnrs®1.34•Min.O.C.I UCap,Inlo.12.7 Alum.(Rg.7j IIIA IUA IIIA IUA NIA i1/A IUA NIA IUA IIIA IUA RIA IIIA IUA 10Y3 ANCHOR CAPACITYTABLE 6Arc1nrs®0.61'IAN.O.C./UCa,Nlo.12S•Alum.ft.8) NIA ;VLA NIA IUA IIIA IIIA IUA IIIA IUA IIIA IUA IUA IIIA IUA Mica 23 comp CFRwith pD ibe 2 VIN'. ®268•Min.O.CJ F-COp fFlg D) 370IDs 3701b6 316 0s 743 IDS 712 IDS IIIA 280 gs t4/A 348Its IIIA 440 lie IUA 341105 442 Bn E601b9 g9 CidillS lod sY11131110 Florida. eanatoe geao 3Archas®1,71'MN.O.CJ FC11p(Flg.im 443105 5251De 378lbs 873108 HlA IIIA 3531m NIA :4391M HIA I. IUA 611105 6611Ds 84010. oo0pinn0,No 5.O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. °n� �ZO CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: 2.000' Ieml ado Product Conlroi TABL • • • • • • • • 1)SEENOTES: ,...... tt111111111// 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR \�� OCA.• •//�� • • • • • GENERAL INSTALLATION METHODS. '��,.•�trENSF '•.F� FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �• 'rc,. • • • • 4.000' _ '�-r No.58705 .250' • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN - J THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • LOCATIONS. S1T =L: FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: AN CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ' •.,FLORIDI",•'' •• I[] IE (FIGURES6&6) (CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. % S'9/0 ..MUST BE USED ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 2'X 4'X.25'MULLION IrINAL 1 t�s5 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL.#10&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.9 58705