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r: NFRC Report . ref � PO Number: NO COLONIAL Job Name: NFRC www.pgtindustries.com Job Address: ..................._..._.__............................................._.._._......_.._.........................................._.._._..............................._...._......._......._..._._..........................................._....................................................._._.__..................................._........................._............ .Line# ;Item Description Quantity Location ISH500 SH500 VINYL WINGUARD IMP Ordered:1 FL W/1-7 LIGG 1 /1 D1 HV i Standard Drop::OwY� rrLL W W` Configuration:Equal Lite Frame color:White Standard leg height:0 Outboard Color:Solar Ban 70XL Frame type:Flange Sash Outboard Color:Solar Ban 70XL Fixed Outboard Color:Solar Ban 70XL Fixed Interlayer Color:Clear Interlayer Color:Clear Inboard color:Clear Sash Interlayer Color:Clear iSash Inboard Color:Clear Fixed Inboard Color:Clear What kind:Sweep Latch Colonial style:No Colonial Screen type:1 8x1 6 Charcoal How many locks:Two Locks I Calculated-:70.00 Calculated+:60.00 1 Certification*13-1009.05 FPA#:FL239 Fixed:7/8"LIG(1/8 Ann-7/16 air-5/16 Ann/ Certification Requirements:MIAMI Ann Lami) Sash:7/8"LIG(1/8 Ann-7/16 air-5/16 Ann/Ann Lami) Argon gas:Yes Actual DLO width::0 Actual DLO height::0 Send::C s Custom Size DLO Width:37.000 Custom Size DLO Height:63.000 Label:U-Factor:0.28 Label:SHGC:0.22 I Label:VT:0.49 COG:VT(use for Turtle Code):0.63 Energy Star:All 50 States Print Date 7/22/2015 Page 1 of 1 NFRC Report -�:svt;r.,+£�v YtoNv4:Yi�ErJ Ci�'H UU7 PO Number: NO COLONIAL Job Name: NFRC www.pgtindustries.com Job Address: ............... .........................................................._............................................................................................................................_...........---.._....._......._........................................_.._............_..............................................._.__.............................................. .._..._.._... Line# Item Description Quantity Location PW620 PW520 VINYL WINGUARD Ordered:1 FL W/L7 LIG G L I Frame color:White Frame type:Flange Interlayer color:Clear Outboard color:Solar Ban 70XL I Glass type:7/8"LIG(3/16 Ann-3/8 air- Inboard color:Clear 5/16 Ann/Ann Lami) Argon gas:Yes Colonial style:No Colonial Calculated+:80.00 F Calculated-:80.00 Certification#: FPA*FL243 13-1009.04 Actual DLO width::0 Certification Requirements:Miami-Dade NOA Custom Size DLO Width:36.000 NFRC Actual DLO height::0 I Label:U-Factor:0.26 NFRC Label:VT:0.54 Custom Size DLO Height:50.000 Energy Star:All 50 States NFRC Label:SHGC:0.24 COG:VT(use for Turtle Code):0.63 4 i Print Date 7/22/2015 Page 1 of 1 Company: The Home Depot At Home Services Job Description: Replacing 3 windows size fc Prepared By: Amber Client Name: Roberts Project Number: 8416110/8434328 "Version 10.0 i •: s - ... 4W I N.D ALL co�torm:wun Asce �o -{ej20125liudvresintecnabonal,LLC DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 12 Risk Category 2 Building Width(ft) 40 Exposure Category D Building Length(ft) 60 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-SH BNI 5 5 26 63 40.3 -53.7 2 9700-PW BNI 5 5 60 63 38.1 -49.3 3 9700-SH BNI 5 5 26 63 40.3 -53.7 4 Hurricane Fabric Panel 5 5 125 71 35.8 -44.8 all Width of End Zon a)in feet=4 5 h �� 5 4 l O p Y l �0 5 50 Y STRUCTURES INTERNATIONAL,LLC A—od-r SO-,-cT to Ccmpp,x P-bl—P 7/28/2015 9:53 AM 711/2015 Florida Buildlri Code Online ((tllAntV. BCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&FacfS ! PUbIICa[IOnS f FBC Staff BCIS Site Map Links Search B us PrQfessi nal i` Product ER:Pub Approval USER:Public User Regulation Product Approval Menu>Product or Application search>Apriication List>Application Detail a . r FL# FL1435-R16 Yob 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 9 Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens 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 1000 Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PEtA �^ ?j Validation Checklist-Hardcopy Rer,e'ved ij, Referenced Standard and Year(of Standard) Standard '^`may Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440J� 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:/hwrw.floridabuilding.orglpr/pr_appdfi.aspx?param=wGEVXQwtDgsbCUITKel20DuttTaLxE3%26nT4V9CSm8euiPZMfULfu4g%3d%3d 1/3 7!1/2045. Florida Building Code,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 Summary 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 FL1435 R16 C CAC Certification SH20O.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 II 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 Evaluation.Ddf Created by Independent Third Party: No 1435.2 SH -200 HD Aluminum Single Hung Window (with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL143S R16 C CAC Certification 200HD.ydf 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 In for design FL1435 R16 II SH-20OHD.Ddf 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-200HD 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,Ddf 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 FL1435 R16 ii SH-400.Ddf 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.Ddf 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 R1.6 C CAC SH-500 Certification R14.Ddf 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.Ddf 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.Ddf Created by Independent Third Party: No 1435.5 SH -800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate ,Approved for use in HVHZ: No FL1435 R16 C CAC SH-800 Certification.pdf, 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.odf . pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports httpsJMww.floridabiliding.org/prfpr_app dtt.aspx?param=wGEVXQwtDgsbCUITKel2ODuttTaLxE3%26nT4V9CSm8euiPZMftJLfu4g%3d%3d 7J3 GENERAL NOTES: I 1).THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TOCOMPLYWITH, 1 ANCHORLOCATIONS&SPACING THE FLORIDA BUILDING CODE FOR•THE DESIGN PRESSURES LISTED, 2)WOOD.6UCKSOEPICTEOASXARE LESS THAN i112'THICK,AXWOODBUCK$'i ,.-- ,).1l8".:p1AX. 2Q"AMAX Q.C. AREOPTIONAL IF.UNIT iS iNSTALLED DIRECTLY TOSOLID CONCRETE WOOD:.. t' BUCKS OEPICTED.AS 2X ARE 1=112'THICK OR GREATER,ATTACHMENT METHOD OF WO00 BUCKS.SHALL BE DONE BY OTHERS.. 3)SEE TABLEFOR MINIMUM EDGE DISTANCE FROM CENTER OFANCHOR TO' SUBSTRATE'EDGE(EXCLUOINGFR41SH OR STUCCO), 67.MAX.. 4)SHIM EACH ANCHOR LOCATION WHERE:THE PROOUCT IS NOT FLUSH TO THE j. { 4•i/8" SUBSTRATE,USING"SHIMS CAPABLE OF TRANSFERRING APFLIED:LOADS. V MAX 7.. S)ANCHORS SHALL'SE COATED OR CORROSION ftSISTAM AS APPROPRIATE FOR SUBSTRATE MATERIAL:DISSIMILAR MATERIALS SHALL BE PROTECTEDAS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL'BE PROTECTED FROM . " " , DISSIMILAR.MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE v s 6)ADHESIVESEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN.10V 1, 'ADD')ANCHOR ��, 52118 ! INSTALLATION SHALL:BE DONE pY OTHERS.: AT MID-SPAN ,t MAX.BUCK MAX.BUCK FOR 7)MATERIALS USED,FOR ANCHOREVALUATiONS WERE SOUTHERN PING,2,7 KSI6"MAX . CONCRETE AND.CONCRET-E MASONRY UNITS COMPLYING WITH ASTM C•90: ? ~ 4-118 MAX t... MAX GLAZING-COMPLIES WITH ASTME1300, .. .c :. ... 8)THE-IM STRESS.INCREASE WAS NOT USED IN THIS ANCHOR EVALUATICN.THE 10' MMAX x 1,6:LOAD.DURATION FACTOR WAS USED,FOR THE EVALUATION OF WOOD =t SCREWS,.` 9)IF THE EXACT PRODUCT SIZE ISNOT LISTED IN THE TABLES;ALWAYS ROUND 19-1/2' lr 4-118" UP•TO•THE•NEXTLARGER VALUE,' - ... ,':..:'. :. ., y' MAX a. 'MAX 7ABL9 1:FIN&FTANGE WINDOWS 78" Duck Size' Desi ii Pressure CertificaUori 12 'MAX. , dih ht (+ st TestRepoKs MAX BUCK r 52,Vir 78" 60 65..: 190,777 Fri•6416.8)11: TABLE 2 FLANGE WINDOWS 13-5(8 78 .- Mtn.Edge )din. tp' MAX. Anchat7YPo. $ubxtMte 171sT. Elnaelliient y _..:.��_... r. Wood(SOulhem Pine) .7116`' 11-34r $U#CK #i6 S1eeI,SMS SIW Sluts Gr 33 31(" ,045(le GA) ! „„ 1l _ . .. .. Aturrdnunl-BW3J5� 3+8` ':118' Sleet A36 .. 318=:. 1l8 3hG'Masonry, Concrete 1 13$ X1 -4-118"MAX. Aneha HofiawCMU 2.172" ' 1414" SA' °. 0 & !Aj� F�tAtv7E:- FIN.FRAMN61B:Fan'ALC NEfhL5Ve5inAlES 9CRCY(FAA'1[`.BAtEf.T SiihJaEµtN 3THRe.Aos, TABLE 3.FIN WINDOWS. .Anclsar TYtie .. Subs I71 n,Edga. Min a" �) i cl ?� om.ner. - aa. na+r¢aw?unuseerarmreax+nwm. -�, - Y 1ER_n'm;w&lR{Sn1F RfYCFlGT Ops!-'. EmOadment ', y ° Via.ROSOWSKI ,OB(O1tj& RIGID VINYL. � t-117'x Raafas No7I'- Wood{SgLrham'Pirm)_ WW- 1.7/1(r. vbfia n�a.a.» r4 ar mrr: 2-UT x;131" Wood{5artkx+m Pirw) o Common Nai!. A.12 Fer hoed. Wood{SciAlmm Pine) 9116". . .. 4,. CL L✓14 / 14TOTECHNt7LOGYDRIVE?. SMS .. 171 NOKOF7IS FL 34275 R10 Russhoad - n aL FL CERT OF Au11t.�zs2sd SINGLE.HUNG`INSTALLATION . • Woad(S.Ahem Prop) 7/i6'_ 13111' - a'-� .Screw .:. ''A.Lynn MuterrP.E "4,i P.E.AS876 Yn -SH-600. NTS 1 af:4 TM25Y:IJR' INSTALLATION VATH FLANGE FRAME EDGE 1`_ °~jFiN REMDVEDj w _ DISTANCE.:(; ! UBS AAATEi EDGE t :1` . DISTANCE' ( SUB ... Te EMBEDMENTST e =.: .. � _. j EhTEfifQR - r 'EMBEDMENT ([ � �� f.• f4 1_XWDOD +�tu¢``lt \ \\�L �t .. .tip, .SHIM '1ti, t``aaSHIM •t:``..``�_�� ��.``: i / "''..w.,.-..,.oma-�....:- .. :EXTERtOR. -3-.114" FLANGEFRAM_E•, FLA, GFLANGE FRAME (DIRECTLY'TO SUBSTRA)'E) HEADINSTALEATION- - �HEADENSTALUlT1CN - (DiRECTLYTOSUBSTFG4TE). (USiNG'1%BUCKSTRIP) kft EXT,F.-RIO•,[t, EXTEROR :. ., ' ANCHORS; ANCHORS ' f � REQUIRED REQUIRED' IX` wo FL WOE FRAME ...,s © JAIVIB.jNSTALL!-QQN. 1 SHIM IF t ._' SHIM`l �\�,�\,`,'tel' � f t (USING 1X DUCKSTRiP) l ✓ {4 t }�t t o l L? Jrj �S t I +' f r a �� .� � tit•; (ry J1�(� =J ' FLANGE FRAME' .<; i + ./ � .��. •,, tC i. �. SILL INSTALLATION ' SU E ! /_ ;(DIREC7LYTOSUBSTRA7Ey `� ,f J,14,t cr SILL INSTALLATIONom A1r.rr i� ccalt&w ps oresalto (USING-fXpUCitSTRIPy J;ROSOY%SKI :08+0178 RIGIpDINYL DOCdE�?164M#i7lGMI�hYAK®W . . M1•JOdfJNl/]fR'kLf3WS55JAgJGf2N: FIf1Di10SC'ilRF3rFL1G6'JA.49. . ', ,INSTALCATIONNOT,:S: ._ .. .10701ECHNOLAGY DRIVE .. ... ... 1)SEE SHEET t FOR SPACING REQUIREMENTS: Ro%Or9S,Ff 34225 T'" 2)SEE rABLE2FFORANCHORAGEANOSUBSTRATE:REQUIRFMENTS: FLcERT of ASITH.:20zne SINGLE HUNG INSTALLATION 3)MAX.SHIM THICKNESS TO SE,114' `` aawr+car sem. ta..c. o:a.cgw w:R A,Lynn Milter,P,E. 4)ANCHORS HEAD TYPE MAY.DIFFER FROM SHOWN: P.E.#487G5 SH 400 NTS 2 C...,4 1032511JR 711/2015 Florida Building Code Online N �r nordia�}33 u'T Mttf BCIS Home Log In 6 User Registration j Hot Topic } Submit Surcharge Stats&Facts i Publications j FBC Staff t BCIS Site Map Links Search Busines � ) Professi l l�l �3 PER:Pub Approval USER:Public User Regulation n}. Product Aonroval Menu>Product or ADDIIcation Search>Aonlication List>Application Detail WE Z FL# FL5012-R15 ME Application Type Revision Code Version �Approved Application Status *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 ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 211 ` jrosowski@pdtindustries.c int, F Quality Assurance Representative Address/Phone/Email Category Windows 1fi�' Subcategory Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Receive Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https:llfloridabuiicing.org/prlpr_app dtl.aspx?param=wGEVXQwtDgtUO[2x88XL%2bYygRfBuGnzYDCB;ZgxmceXWQZwvmSSH4XQ°/43d%3d 1/5 7/112016 Florida Building Cade Online Created by Independent Third Party: No Evaluation Reports FL501.2 R1.5 AE FCA-5540 Evaluation.Ddf 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.Ddf 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 FL501.2 R15 II F-22.0.Ddf 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.Ddf 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,Ddf 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 II F-420.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-420 Evaluation.Ddf 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 R15 C CAC Certifications PW-520.pdf 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 FL5012 R15 II F-520.Ddf 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.Ddf 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.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 FL5012 R15 II F-2100.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FLS012 R15 AE F-2100 Evaluation.Ddf 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 FL501.2 RIS C CAC Certification PW-2160.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 FL5012 R15 II F-2160.3df pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 RIS AE F-2160 Evaluation.Ddf 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 RIS C CAC 190-709CAR.Ddf 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 II F-2200.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 https:l/foridabLilding.org/pr/pr appdtl.aspx?param=wGE11XQwtDgtU0E2x88YL%2bYy9RfBuGnzYDCBZgxmceXWQZwvmSSH4XQ%3d%3d 315 i i GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN ` HAVE BEEN DESIGNED TO COMPLY WITH fi _ THE FLORIDA BUILDING CODE FOR THE ANCHOR LOCATIONS DESIGN PRESSURES LISTED. &SPACING I 2)WOOD BUCKS DEPICTED AS 1X ARE I LESS THAN 1-112"THICK.IX WOOD BUCKS ' ARE OPTIONAL IF UNIT IS INSTALLED i DIRECTLY TO SOLID CONCRETE.WOOD �J 12" fr{t'• ' BUCKS DEPICTED AS 2X ARE 1-112"THICK 6•MAX (� I MAX.O.C. _'"MAX.OR GREATER.ATTACHMENT METHOD OF I 2_MAX. – U.C. j WOOD BUCKS SHALL BE DONE BY �_ •'5 OTHERS. ` 4"MAX. j 3)SEE TABLES FOR MINIMUM EDGE O.C. DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). 60'MAX. 12"MAX.O.C. 4)SHIM EACH ANCHOR LOCATION WHERE BUCK THE PRODUCT IS NOT FLUSH TO THE ` - r BUCK SUBSTRATE,USING SHIMS CAPABLE OF -'+ TRANSFERRING APPLIED LOADS. 16" MAX ? � 2 MAX 5)ANCHORS SHALL BE COATED OR 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 DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. ' FLANGE FRAME INTEGRAL FIN FRAME 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR C: FIN. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY TABLE 2:ANCHORS FOR FLANGE WINDOWS TABLE 3:ANCHORS FOR FIN WINDOWS OTHERS. Min.Edge Min. Min.Edge M(n., Anchor Substrate Distance Embedment Anchor Substrate Distance Embedment 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 P.T.Southern Pine(SG=.55) 1/2" 1-3/8" 2-112"x.113"Box Nail P.T.Southern Pine(SG=.55) 5116" 2-7/16" I KSI CONCRETE AND CONCRETE MASONRY #10 Sheet Metal Screw, ANminum,6063-T5 min. 3!8" 118" 2-1/2'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,Or.33 min. 318" 0.0346(20 ga) 2.112"x.145"Roofing Nal P.T.Southern Pine(SG=.55) 318" 2-7116" A38 Steel 318" 1/8" P.T.Southern Pine(SG=.55) 1!2" 1-T8" 8)THE 1/3 STRESS INCREASE WAS NOT P.T.Southern Pine(SG=.55) 1/2' 1-18° Aluminum,6053-75 min. 318" 1/8" 1 USED IN THIS ANCHOR EVALUATION.THE #10 Steel SMS 1.6 LOAD DURATION FACTOR WAS USED 3116"Steel Ultracon Concrete(min.2.7 ksi) 1" 1" Steel Stud,Or.33 min. 3/8" 0.0346(20 ga) FOR THE EVALUATION OF WOOD SCREWS. Ungrouted CMU,(ASTM C-90) 1" 1-114" A38 Steel 3/8- 118" 9)IF THE EXACT PRODUCT SIZE IS NOT NOTE:FDRALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SWILL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL LISTED IN THE TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. .t�ttl'!lrt;rl I TABLE 1:DESIGN PRESSURE •,• sI I �� � - w""n er. a,x rynet ncroarwrpv.aer..vmarAmvcwm Window Buck Size Design Pressure Certification C, ,c:ar- t`' J.ROSOWSKI 07110/11 VINYL xe raewfEx¢taAtPaD=Farcq for IYNAJR2SAMmLsa7afaroxnerrfTVT ; t3 _ MDPROPWEFA NOMRnONWRYS 1 '•• ooa�rM�reEusEnaaREnma�cmA - I,tc.53705 AvrRarmrwmqurnffawc�wiarreu 96" 60" 80 80 190-423 L ::rYi: SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ' 6 fora TecIlNOLocv DRIVE5 51'1•`Or <�' NOKOMIS,FIL 34275 DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. 1-�'�_., c�vR�(?P.•'i'v,;• FLCERT.OFAUTH.:29296 PICTURE WINDOW •.o••, -•••••••'�j &e %taae saAr: sr.oc on.vyw. Rev: I A.Lynn Miller,P.E. P.E.#58705 PW-420 NTS 1 of 3 2071011JR ! I INSTALLATION WITH FLANGE FRAME I EDGE DISTANCE-�-- S BST AT /1v EDGE DISTANCEEMBEDtMENT (- [/]7 SUBSTRATE - SUBSTRATE ----•- EMBEDMENT / EXTERIOR 1X WOOD / _ \� !_ / 3-1/4" SHIM SHIM / ,) f SHIM EXTERIOR EXTERIOR FLANGE FRAME, JAMB INSTALLATION FLANGE FRAME, FLANGE FRAME, (DIRECTLY TO SUBSTRATE) HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) SUBSTRATE EXTERIOR 0 j I o EXTERIORaF= 4 EXTERIOR o SHIM 1X WOOD SHIM SHIM FLANGE 1X WOOD \ \ JAMB INSTALLATION (USING 1X BUCKSTRIP) 1 SUBSTRATE _ "'L,`••I.- FLANGE FRAME, /o(S SILL INSTALLATION SUBSTRATE (DIRECTLY TO SUBSTRATE) FLANGE FRAME. S:rlri ,�_• i SILL INSTALLATION w..ar r�evaw ox�scnmwwcav v® (USING 1X BUCKSTRIP) J.ROSOWSKI 07/10/11 VINYLAPfOP�',, ,f. r»waey. osa: Iw.rx .unmavxa:awrr+onarrKwa�ns - mve®vnureeus�oasrmr+aw.aflw anrawmncurna'mwc+.sa nmrrty n�vuvrrwrwamas INSTALLATION NOTES: 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE mk 2)SEE TABLE(S)ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS,FL 34275 I 3)MAX.SHIM THICKNESS TO BE 114". FL CERT.OF AUTH.:29226 PICTURE WINDOW I 4 GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS, s.m e ' 5o w shm a.�vm. A.Lynn Miller,P.E. ; 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.#58705 PW-420 NTS 2 of 3 2071011JR M IAM 1•DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wiv%v.miani1dadt.gov/cconomX 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(AHD).' This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of sq .1 duct or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it to ined by Miami-bade County Product Control Section that this product or material fails to meet the r ents of the applicable building code. This product is approved as described herein, and has been cd to comply with the Florida Building Code, including the High Velocity Hurricane Zone. w DESCRIPTION: Series"PGT" Clipped Extruded Aluminu T e ullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Res' ant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 ith latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the rami ade County Product Control Revision Section stamp with the Notice of Acceptance number and date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile ImpactResi LABELING: Each unit shall bear a permanent label with the manufact e or logo, city, state, series, and following statement. Miami-Dade County Product Control Approve,! finless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request pf 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 tivas reviewed by Jaime D. Gascon,P.E. NOA No. 14-4105.01 M1AM1 ADE COUNTY f" �a. "� Expiration Date: May 26,2016 Approval Date: Februa! 12,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturefs die drawings and sections. (Submitter)underpreviorts 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 203-9.4 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with markedupdrawings 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 05105111, signed and sealed by Marlin D. Brinson,P.E. (Subinifted under previous NOA No. 10-0819.05 C. 'CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC2010 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 I. Miami—Dade Department of Regulatory.and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, confoiniance to and complying with the FRC 5i1`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. Ire, jhahue D. Gasc- ,P.E. Product Control Section Superosor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 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 05/05/11„signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA 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. (Submitted under previous NDA No. 11-0922.01) G. OTHERS I.' 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. dainie D.Gascon,Y.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 �eDETAIL A: DETAIL B: MULLION INNO MULLION TO 2X WOOD BUCK MULLION TYP.ANCHOR MULLION ATTACHED TO 1X 6UCKSTRIP R SUBSTRATE. OR WOOD FRAMING WOOD BUCK AND MASONRY ATTATTACHMENTAND SEE SEE TABLES 1B.168 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, N SEE NOTE 1, m I I MULLION I SHEET I. $N Z rc In 6 I •.' - F SEE SHEETS a ° I MIN 2.7 KSI •• '• EDGE LLl EI I I 21-23FORHOLE d 1 I CONCRETE OR CMU• i I DISTANCE, ,J 111 LOCATIONS I I F•--I-SEESEETABLES S SRHER THE TANDARD0 e 1 - 1 1 EDGE DISTANCE 16-168 D E U) OFFSET MULL a EDGE o o ° FOR MASONRY O CLIPMAYBE I DISTANCE o ° I W Q C) INSTALLED BY da I II FOR WOOD,(/ I 1 I ANCHORS m rn M F_ INSTALLED e SCREWS .260*KM FOR a ad 11 SIDE VIEW F Z ALL MULLIONS a d L J EITHERTHE {— 7 d ° e STANDARD OR U m e OFFSET MULL z �� ••� CLIP MAY BE R• W a ° e EXTERIOR < ° ITHISMALETHOD. 1Z e d EDGE Q Z r .d a DISTANCE 4C, H Z e d FOR ° z.O ¢ N MASONRY o Q z e a THE OFFSET CUPIS ANCHORS I"-' F S oD RECOMMENDED FOR U7 N�� °d FIN-FRAMED e U •--� S B� EXTERIOR WINDOWS,BUTMAY W ALSO BE USED FOR 4 a ~ OTHER FRAME TYPES. U Q z ZmO O a� O €ms iy TYP.ANCHOR PTYP.ANCHOR ER SUBSTRATE, PERSUBSTRATE, d NP.ANCHOR SEE TABLES 13468 PER SUBSTRATE, SEE TABLES 18.168 SEE TABLES 10.168EDGE/END BUCKSTRIP ��DISTANCE AND SEE TABLES T - ATTACHMENT EMBEDMENT BUCKSTRIP 18-168 I ^•' BY OTHERS, AND EMBEOME_ M• _ SEE I, SHEET 1 . ' ATTACHMENT I _ ,• � SHEET I. . BYOTHERSNO , •• .• • „ SEE IEI, , SHEET 1. • MIN 2.7 KSICONCRETE OR CMU PRODUCE REVISBD SIDE VIEW FRONT VIEW ousel lylaiiovh c1Florida Acccptn, No2'T FRONT VIEW :4 DB Jo INSTALLATION NOTES: :oli6ml�ade P1odue1 Contra- 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ONLLY.BECAUSE THE ANCHOR CAPACQUANTITY OF ANCHORS AND MULLIITY ON SI ZE BASED PARTLY ON HESHOWN ABOVE AREFOR ANCHOR TO ANCHOR DISTANCE, HE ��\PICTORIAL REPRESENTATION \ NON�LYNN 41��`�' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE F7'- 'P FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. *' _ No.58705 TF 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _..D L 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �O•'. S7 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ; •• T•'•F<OR ....•'' ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. i's/(� •.•I.• NG ` A. nIN h^)I,LY I ER,�.E. FL P.E.#58705 DETAIL E: � gj MULLION TO MULLION a o DETAIL C: —I—.1zs nf1"' INTERSECTION NOTES: ^ MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE MULLION 1)MAY BE INSTALLED IN'TEE'OR'CROSS' x o INTERSECTIONS. o (STANDARD CLIP SHOWN od VARIES 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. N I 1 u- I TYP.ANCHOR • EITHER THE I PER SUBSTRATE, 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 m$ STANDARD OR I SEE TABLES IB-13B FOR CORRESPONDING MULLION. 1n m OFFSET MULL I I TOP VIEW Z In CLIP ASHY DE I I I EDGE DISTANCE MULLION O W INSTALLED BY II J FOR MASONRY THIS METHOD. I I I ANCHORS VARIESi^I J = 1 I 012 STEEL SCREWS, V) SELF-DRILLING OR PREDRILL rG o tE)CrERIOR MULLION AND USE SMS w p Om m oFMULLION F- ZEXTERIOR °a ° 'O 7THE OFFSET CLIP IS — ~ 2 EDGE DISTANCE ° .0z°RECOMMENDED FORFOR MASONRY 4• FIN-FRAAIEO LINTERSECTIONANCHORS d WINDOWS,BUTMAY ZALSO SEUSEO FORUCLIP e07HER FRAME TYPES. Q z V TYP.ANCHOR 'a Z Z Q N O PERSUBSTRATE, d Q Q.O Z co �! SEE TABLES 1D-13B I' 7YP.ANCHOR SEE SHEETS 21-23 FOR I— O oc- BUCKS7RIP PER SUBSTRATE, HOLE LOCATIONS ANO SEE TABLESIB-138FRONT VIEW EDGE Q Y Y ATTACHMENT SEETABLES I'•' ~ N V) BDISTAN Y O7HEftS, '• 9EE NOTE 1, JB-13B (J Z ¢ O O EMBEDt '• �.. SHEET I. - O. Z O mO DISTANCE SIDE VIEW •• • o (Y -� �—'I—SEE TABLES _ ax '�.� MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. /P PER SUBSTRATE, ` SEE TABLES IB-138 'RODUCI'RBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION I °� \ SEE SHEETS ® u corgnlylns Whh the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR u1111Bg Cbdc CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �� HOLE \captanco Nv LOCATIONS Datc, FOLLOWING SHEETS.FOR DETAILS A-D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3 ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. •�' ® `fiats ade Pmdud Con!ro 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. I ® EDGE \\ Y LY 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED DISTANCE \\ SON, NN ELCOULTRACONORELCO1/4'S.S.AGGREGATOR MASONRY ANCHORS. FORS7EELs7Uo3THINNER7HAH SEE TABLES :\Q$��,• \,1GENS'''/�1�./� FRONT VIEW 18 GA AND COMPLIANT WITH THE FL BUILDING `h, F '.•P CODE,A 2XWOOD BACKER MUST USED. ATTACHMENT BY OTHERS. N0.58705 '•�Y USE WOOD ANCHOR SPECS EXTERIOR SIDEVIEW _-u 7't NOTES: .gyp'•. Z� JS Z) 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '�5\'•, Fr TE 0 ,•X111` ANCHOR VALUES MAY BE USED, i%�(\(1 '•.CORIDN „••G��\ 2)SEE CORRESPONDING MULLION TABLES, Sr�"AL. SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNN MILLP.E. FL P.E.S 58705 9 ON n DETAIL F: DETAIL G: DETAIL H: x >3 FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) , ' o SEEDETAILSA-E, 02 g U SHEETS 2 AND 3 FOR INSTALLATION BA M LL TO SPECIFIC SUBSTRATES. BAY MULL N MULLION a in co O O Z <t O O O O O O O O O_ J W O O TOP VIEW g = co I LU o O SHOWN W H 11X4 X.126• I TOP VIEW I I i m z 0 J MULLION I I I I F— I I I TYP.ANCHOR 2.p EXTERIOR I I i I i /�PERSUBSTRATE, V m SEE TABLES 16B OR 165TYP.ANCHOR $ 2> STANDARD MULLION CLIP 1 — EP RSUB TRATE, I 1 I EXTERIOR _j U)o Z MODIFIED TO FIT FIELD SEE TABLES IB-14B p I Q Z 'T CONDITIONS. I ,� I I2r i 1 1 I 'X S'ANGLE CLIP, Z Z Q p1 j I I 2PERMULLIONEND,MUSTBE Q 0 Z N 0 I j I I I INSTALLED INSIDE OF BAY MULL. F ro p MULLION a, ,I I 2'X6'X.125' F •(ncoc!) II I I ANGLECLIP, Z 1 I I I 2 PER MULLION END, 0 Q Q Q Q.. Z a ` I 1 I MUST OF m0 y,0 INSIDE OF MULL. D'8D I I "-I–TYRANCHOR PER SUBSTRATE. SEE TABLES 1B-14B ./� INTO WOOD, , STEEL,ALUM INTOWOCD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY - MODIFIED INFIELD. EXTOR PRODUCrREVISED EOGED��OR --� `®``�� as coomplyingwM the Florida pE1L Buildiuy ODdo ® I IMO WODD,STEEL, O ` O-OS ALUM,CMU OR MASONRY Amp�b 1{ ® ® EDGE DISTANCE _ %41am1 ado Product Control PER ANCHOR \111111 Illlll EDGE –®–—--� DISTANCE PERANCHOR NOTES FOR INSTALLATION OPTION G&H: \� , .O . IC 1) •F,p 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: yt•: Tc No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 7.26'X 2.11'X.125'MULDON. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. J •1q �� 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 168 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %Q •, §-AOE! 5:•44�` LOCATIONS. �` '•.1ORIDP.•'' 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. s G\� s�ONAL Ec:1 1 A.LYNN FILLER,P.E. FL P.E.N 58705 TABLE 3A �oa � M Mullion Capacity Table pbstfe Opening Width((or wAlcely-sparW ng Mullions)or Opening Height(for horlwntally-span irg millions) www^�' 60 N 60 in 701n 80 in 001n 1001n 1201n 1401n 1601n i 's o 1%2.76X Rectengutar Trapfideng. Reclalputar Trepfld..a. Reclang0w Rr p/Tdmp. Reckngdar TraplTrlang. Rectmaular Trap/Rfmg. RBC18N r TsaPmtang. Rectangular 17ep7Tdang. ReclangNer TrepRdang. Rectangular Trepli6anp. o y$ -4paLoading Loading Loading Loadng Loading Loadng Loadng Loadng Loading Loadng Loadng Loading Loadng Loafing Loading Loading Loadng Loadng noY Qc w .376A1um. G Tube g.. - .. � $. •$�... .. g .. 'g� &,. $� �sR '� ,. -o.. ,. Mulllan if 3 S e9 3 d 3 d 3 d b 3 c� m p. s s �• s s s P s fi s fi s s s� s s� - fi� p• s U) Z 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 fi08 170.0 OD2 170.0 619 170.0 1110 170.0 621 170.0 1210 170.0 621 146.7 1301 170.0 621 127.6 1301 170.0 621 111.6 1301 170.0 621 O J W 48N 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 030 170.0 1133 170.0 661 161.8 1139 170.0 677 138.6 1139 170.0 880 113.9 1139 170.0 680 97.6 1139 170.0 660 85A 1139 170.0 680 � M 60.6251. 170.0 747 170.0 563 170.0 898 170.0 631 167.8 1032 170.0 684 140.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 766 97.9 1032 170.0 756 63.9 1032 170.0 766 73A 1032 170.0 750 2 � �$ 641n 170.0 707 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.6 007 145.0 714 06.8 007 141.1 710 60.6 907 140.0 709 69.1 907 140.0 709 60.6 007 140.0 709 to C) O M 60 N 151.1 735 151.6 625 117.6 735 130.3 611 100.8 735 118.0 699 88.2 735 108.2 690 70.4 735 99.6 683 70.6 735 95.1 678 68.8 735 81.6 574 60.4 735 81.6 574 44.1 735 91.0 fiM 1-- 03 -. J 03N 121.9 666 130.0 670 101.6 668 111.5 557 87.0 660 98.9 547 76.2 668 90.1 538 67.7 668 83.9 W1 60.9 666 79.9 626 50.8 666 75.6 521 17.5 860 75.6 621 38.1 660 75.6 621 0 661n 1D6.0 607 112.4 622 S8.3 601 06.1 511 78.7 607 65.0 501 68.2 607 77.1 W41377 71.5 486 53.0 807 87.8 461 44.2 607 63.4 476 37.9 607 62.7 474 33.1 807 62.7 474 Z W g m c CL & ,o} 72 In 61.6 510 85.6 443 68.0 510 73.0 434 B8.3 510 84.3 420 51.0 510 57.9 10 53.3 413 40.8 510 50.0 408 34.0 510 45.9 402 20.2 510 44.4 399 25.5 610 44.3 399 U) 7t 76In 69.4 458 72.6 400 57.8 458 81.7 392 49.6 458 64.1 385 43.4 458 48.6 8 44.6 373 34.7 458 41.0 388 28.9 450 37.7 382 24.8 458 38.0 359 21.7 458 35.7 356 J Ja:Z 78N 812 435 67.0 381 67.5 435 60.8 373 <5.9 435 49.8 360 40.1 435 44.7 35 40.0 355 321 435 30.1 351 28.6 435 31.4 344 22.8 475 32.8 341 20,1 435 32.2 340901. 41.6 327 43.1 280 34.8 327 36.4 285 28.9 327 31.6 280 241 327 20.3 27 25.7 271 20.9 327 23.7 288 17.4 327 2t.0 262 14.9 327 19.3 256 N96 N 34.4 287 35.4 257 247 287 29.9 252 24.9 287 26.0 248 21.5 287 23,1 87 20.9 240 17.2 287 19.3 237 14A 287 16.0 232 ao (- M 001081n 24.2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 13.1 227 16.0 W X 0 1111. 22.3 216 22.7 184 10.8 215 19.1 191 15.8 215 16.6 188 D' n 1201. 17.6 184 17.9 187 ~ X TABLE 313 - ANCHOR CAPACITY ADJUSTMENT FORMULA: d ! Z m(r) UJ Anchor Capacity Table Ibs ANCHOR CAP.,,,,,,,, 8ubslretm 2.Tk Concrela 3.5k Cores. Hollow CMU Filed CAIU Prwood Metal (OP,o)X( )=ANCHOR CAP..,, 5116'EL 1/4•SS Eko 5118'Elco tib'SS Eko g1031eeI 012 Skai 01281881 MULLION CAP.,,+,,, , F �� Anchor Clip Patterns Mehorrypo: 3710 EIC Uivacon 111'Eko UlUaean Ullfwon 311V Elco Uivecon 1/4'Eka Ulvacon Ag9m0elor Ullmcon Ag9re0olor Screw(G5)Scnw(435) Scrow(W) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge IXalance M): 1' 2-I2' 1• 2.12' 3-118• 1' 2.12' 1' 2-102' 2- 3-118' 2' 0.48• OS4' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Cn): 1a/4' 1-314' 1.3/4• 1.3W T 1.1/4' 1.1/4' 1-1/4' 1-114• 1-114• 1-174• 2• 1We' I-WS' odes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.75'MIn.O.C./Standard or Orael alp(Fig-1): 390 it. 390 lb. 450 1b,, 890 IW 1044 los 270163 280 lbs 354163 74011,3 37416, 664 lb, 946 1b, 3111b3 442 1b, 660 No OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'Min.O.C.I Sfondarl(of Oftel)CPP ft.2): 460 Ib. 700 lbs WA WA WA WA 300 lbs WA WA WA WA WA 6e21bs 885 lbs 1120 go CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anclors®3'Min.O.C./(2)2r5Angle Clips/fig.3): 7B0Ibs 7801bs 660Ibs 156011,3 18961hs WIlls 5601bs WA 760 lbs 748 lb. 880 lbs 1692163 682163 885lbs 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Ar h=00.45-MIn.O.G./UGIIp.Inlo.125'Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA N/A WA WA NIA 716163 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FCOp(Fig.5): 185 @s 1951bs 2251b5 4451bs 822 lbs 135lbs 14016s 177163 3701., 107 lbs 3N2lbs 473163 vD lbs 2zf Ibs leo Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anoha3 @ 1.15' In 0O FCII (Fq.B): 240@3 350163 WA WA WA WA 1 1901b3 WA WA WA WA WA 3lf lbs 442163 580163 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCTRHVISBD CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. U wmplyln0 3rhh Oa Florida vlldln%Code cmpbac'No� �. on Dato FIGURE I: FIGURE2: Z TABLE NOTES: I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. .11am1 ado Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 1117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \`���O(�+( LYNN'S/� FIGURE 3: 2.750' t��''4\CENSE••'•�F.p i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. sr•; f, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 11' N0.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ I ANGLE CLIP MUST BE USED IN PAIRS. •' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED f1• �-`I I.S W YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' O S ATE VF THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 18 GAUGE.STRUCTURAL STEEL TO BEAT '•••FCOR(OP-.•' 1'X2.75'X.375'MULLION ® LEAST-125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ""19 ys +�1`� THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S- A.LYNON•IhMLLEF',P.E. 58705 TABLE 4A Mullion Capacity Table IbsW) Open IngWidth(for ueNcelVsparringmt/lions)orOpeningHelght(for hod2onlaly-spannirgmt8lons) r!xa Sol. 601n 701n 801n 001n 1001. 1 120 in 1401n 1801n o oo 1x2.76% Reclengulor TropRdang. Reclangulu Trapmiang. Reclenguiw 7repRderg. Raclanglar iaPTdang. Roclanguter TapRdarg. Raclargder Trep!(den0• ReclenlNlu TraplTderg, Raclargular Trepadiang. Rectangular hL ndinng. o:o Loafing Loafing Loafing Loafing Loafing Loadng Lowing Loafing L.adng Loadng Loadng Loading Loafing Leafing Loadng Loafing Loafing LoadnO gi z v .650 Alum. 2" A Tubo �a., a a,. .. n., o„ o.. •a,. •a,. Mulllon �� ffi a '� g �o g�. $ $� � g �g N u � u u u u 3 u u u u u 3 c3 3` ut~- b b. g b� ba 6.5 �YNWa W O 421. 170.0 820 176.0 435 t70.0 744 170.0 478 170.0 868 170.0 See 170.0 092 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 521 J W 48 N 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 030' 170.0 1133 170.0 061 170.0 127514�677 170.0 14t7 170.0 680 141.7 1417 170.0 060 121.5 1417 170.0 880 108.3 1417 170.0 060 e � 50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 12860 747 146.3 1288 170.0 758 121.0 1286 170.0 768 104.5 1288 170.0 758 91.4 1288 170.0 758 W o O Q 541. 170.0 797 170.0 012 170.0 956 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 803 131.9 11300 837 120.6 1130 170.0 856 100.5 1130 170.0 801 80.1 1130 170.0 861 75.3 1130 170.0 801 7 (h fn 60 In 170.0 885 170.0 701 146.5 915 182.3 781 125.5 915 144.5 746 109.9 915 132.3 735 97.e 9159 720 87.0 915 118.5 720 732 915 114.4 715 82.8 915 114.1 715 Sd.9 915 114.4 715 E-• J 63 in 161.8 830 101.0 710 120.5 830 138.9 694 105.5 830 123.2 881 94.9 030 112.2 670 84.4 8300 002 75.9 630 99.4 656 63.3 830 U4.5 649 54.2 830 A4.1 940 47.4 670 84.1 819 IW d 66M 132.1 757 140.0 650 110.0 767 119.8 630 94.3 757 105.0 624 82.5 757 90.1 614 73A 757 808 68.0 767 84.2 600 55.0 751 79.0 693 47.2 757 78.2 691 41.3 757 78.2 591 � ;N c 721. 101.7 838 108.8 552 81.6 838 81.0 540 72.7 616 80.1 530 87.6 838 72.2 521 50.5 830 514 50.9 838 82.3 508 42.4 838 57.2 600 38.7 878 65.3 407 31.0 876 552 497 J .Jo v rcZ [id 68.5 571 00.4 498 72.1 571 78.6 408 8. 571 67A 479 64.1 571 60.6 471 48.0 571 484 43.2 571 51.8 459 38.0 571 47.0 451 30.9 671 44.8 447 27.0 871 M.5 Uri 1n 80.0 542 83.4 474 88.7 542 70.8 465 57.1 542 02.1 450 50.0 542 55.7 449 44.4 542 442 40.0 542 47.5 437 33.7 542 42.0 429 28.8 542 40.8 425 25.0 542 40.1 423 1_4 o Z o N 52.7 107 61.7 30I 47.4 407 46.4 355 37.2 401 38.8 349 32.5 407 35.3 343 28.9 407 338 28.0 407 29.8 37421.7407 .1 321 16.8 407 24.1 322 18.3 407 ZJ.O 319QZ In 42.9 758 M.1 320 75.8 750 37.2 11d 70.7 358 32.4 309 28.6 358 28.8 301 27.9 7581 300 21.5 356 21.0 208 17.0 358 21.0 Z89 75.7 758 19.2 284 o0 1. 30.1 263 30.8 255 25.1 283 25.9 251 21.5 283 22.6 247 18.8 283 10.9 244 16.7 283 240 15.1 283 te.5 237 W r Y Y 1. 27.8 267 28.3 242 23.1 267 23.8 238 19.8 287 20.6 235 17.3 267 18.3 231 15A 2675 228 FL,X a 3 1201. 220 229 22.3 208 18.3 229 18.8 205 15.7 229 18.2 202 Q Q Q..� Z O 0 TABLE 46 - ANCHOR CAPACITY ADJUSTMENT FORMULA: a a '0-- R s:0 Anchor Ca acl .Table abs) ANCHORCAP.,,,,,,,v, s 3 mow Subslmla: 2.7kCamrele 3.5kCono. HollmCW Filled CMU PT Wood Metal (OP)X( )=ANCHOR CAP.- � '9 gnrc-� 5/I6•Eko 1/4'SSEko 5If8'Elco 1/4'sSEko #1081ee1 a12Sleel 812S1ed MULLIONCAP.,,a„v, Anchor ClipPattemfi AnrWTyps WIVElooUlVacon 1/4'EkoUll-on 3'16'Elc Ult-on 114'Ek.UlVacm ul0acon Aggrecemr Inlrebon A99re0eter serew(Os)84rmr(Os) fiare+v(O5) USE THIS FORMULA TO OBTAINTHE'AN Edge Ol Om.en): I• 2.12• 1' 2-112' 3.96' t' 2-1a• 11 244 2• 3.116• 2- 0.48• 1.sa• oaz4• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment n: 1314• 1314' 1314' 13r40 7 1-1/4' 1414• I-1/4' 1.110 '1-114' 1-1/4' T 13/6' 1 13/8' wdee ACTUALPRESSURE REQUIREMENT FOR THE 2Anohon@4.75'Min.O.C./SluMudor Offset Cllp(F1g.V 390125 390165 450 lbs 690 tos 1644 lbs 270 lb. 260165 3541bs740 lbs 3741bs 6t1416a 946 ib3 341163 1 42 lbs 560 too OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom®1.15•Min.0.C./Standard(orOBsel)Clip(Fig.2). 4801155 700 lb. WA WA WA WA 360165 WA WA WA WA WA 662165 8851 t120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arwtnre 411•h9n.O.C./(2)215 Angle Crips I(Fg.3T. 780 Ins 780165 680 lbs 1560 lbs 1896lbs 540 lbs 66016. WA 760 lbs 7481bs 880 to$ 1692 lb, 682165 6651a 172010s MULLION.IT WILL YIELD AMINIMUM ANCHOR 2 Anclnrs 4g 0.45•Min.O.G I UC41p,1nto.i25'Alum.(Fg.4} NIA WA WA WA WA WA NIA WA WA WA WA WA WA 715105 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor l F-C5p(Fg•br 195 Ns 105 lbs 225 lbs 445 los 8221bs 135 lbs 1401bs 177163 370Im 187165 332lbs 473 lbs 170165 221 Ibs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Andros@ 1.15-hIIn.O.CI F-Clip(F1g.el: 24DUM 350 lbs WA WA WA WA 190 ft WA WA WA WA WA 311165 4421W 660163 ANCHOR CAPACITY TABLE. RODVCf RBV1S6D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED 1N THE EXAMPLE ON SHEET 24. and the Florida eo PUnw No '.!�© Q FIGURE I: FIGURE 2: TABLE NOTES: on ate �2p1,6 1.000' f-- --- ` 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ly a 41am1 ado Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\\\1111 I I I!IIT 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ft FIGURE 3: \�4,��. \GENSF•C�F�Q 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ® • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �}' No.50705 •)r 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 650' ••, �Zvl CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ; } •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' p THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT I1.�J THE M TE THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.850'MULLION i SSS G S e THE MATERIAL.910 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. �/iI'�),VAi;t� A.LYNN IMILLER,P.E. FL P.E.#58705 TABLE12A Mullion Capacity Table IbsKe Opening Width(fortertfcalty-spetrllng mullions)or Opening Height(for horizontally-spemirg mllllons) 501n 801. 701n 601n 9Din 10014 1201n 1401n 1601. Roctongular Trop/llleng. Roclangular Tmpredang. Rectangular TraplTA.ng. Rectenedar Tmp7deng• Reclanpular Trop7TAona• RW.ngdar T.Prrdeng. Rectangular TroprMang. Itoclanaular Tr.Wdang. Roclon9ulor Trapfr4mg. x O 2X48.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading loedn9 Loading Loodng Loading Loading Loading loafing Loading Loading Alum Tube U N Mullion LL 5. § .€g 1§ T; §� .� � �•" §�' � �� h• §� h� 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 8611 170.0 We 170.0 982 170.0 619 170.0 1118 170.0 621 170.0 1240 '170.0 621 170.0 14881 170.0 521 170.0 1735 170.0 621 170.0 ISM 170.0 521 O F 48 In 170.0 706 170.0 624 170,0 850 170.0 684 170.0 092 170.0 BJO 170.0 1133 170.0 661 170.0 1276 170,0 877 170.0 1417 .170.0 680 170.0 1700 170.0 600 170.0 1867 170.0 BBO 170.0 2287 170.0 680J W 50.6251n 170.0 747 170.0 663 170.0 898 170.0 631 170.01 1046 170.0 864 170.0 1195 1 170.0 723 170.0 1 1345 170.0 747 170.0 1494 1170.0 756 170.01 1793 1 170.0 766 170.0 2092 170.0 768 170.0 2391 170.0 758 541n 170.0 707 170.0 612 1)0.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 637 170.0 1594 170.0 856 170.0 1913 170.0 801 170.0 2231 170.0 SO 170.0 2550 170.0 861 W 0 0 F- 60 60In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1594 170.0 OB6 170.0 1711 ,170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 160.8 26M 110.0 1063 M 8314 170.0 030 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 810 170.0 1480 170.0 1015 170.0 1873 170,0 1078 170.0 1858 170.0 1122 170.0 2231 170.0 1169 166.7 2557 170.0 1171 145.9 2553 170.0 1171 F J 68 In 170.0 974 170.0 769 170.0 INS 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 1165 170.0 1818 170.0 1210 170.0 2378 170.0 1275 151.9 2437 170.0 1286 132.8 2437 170.0 1288 m R 7214 170.0 1063 170.0 678 170,0 1276 170.0 1009 170.0 1458 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.6 2184 170.0 1520 109.2 2184 170.0 1530 z E76 170.0 1122 170.0 037 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170,0 1322 165.1 1960 170.0 1421 148.8 1960 170.0 1505 123.6 1960 161.8 1546 106.1 1980 164.0 1638 92.8 1960 162.7 1531 W C �y D a 5 cZ 76 In170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137A 1881 163.1 1600 114.5 1861 147.3 1173 88.2 1861 139.8 7468 85.9 1861 137.6 1454 Q U) .- 't 170.0 1328 170.0 1144 140.1 1398 156.0 1219 127.0 1398 1360 1188 711.8 1398 121.3 1179 99.4 1398 110.2 1182 89.6 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 78.9 1098 j Q N 0 147.4 1229 151.5 1098 122.9 1220 127.6 1078 105.3 1229 111.2 1061 82 1229 98.9 1044 81.9 1229 89.6 1028 73.7 1229 02.4 1016 61.4 1229 72.2 993 52.7 1229 65.0 977 46.1 1228 62.1 967 ggZ 103.6 071 105.6 BP 08.3 971 09.0 862 74.0 871 77.2 849 64.7 071 68.4 837 67.6 071 81.8 82b 61.8 971 66.5 816 13.1 871 49.0 798 37.0 071 44.0 782 32.4 971 40.6 771 NN 05.4 918 97.3 832 70.5 g1B BI.B 018 BB,i 919 70.9 806 59. 819 82.8 784 63.0 919 58.7 784 47.7 019 67.8 77{ 39.7 919 44.0 768 34.1 9Ig 402 742 20.8 BIB 37.1 712 WX 76.6 786 76.0 718 62.0 708 846 705 639 7817 56.6 605 47.2 788 40.4 888 41.9 788 4480 877 37.7 786 40.6 688 31.6 780 34.8 653 27.0 788 31.0 841 2806 788 28.4 631 'C N 43.7 640 31.2 504 38.4 548 37.0 486 31.2 518 31.0 4gl 27.3 .848 28.2 465 24.3 648 26.3 479 21.8 648 22.0 474 10.2 648 19.6 404 15.6 616 172 455 13.7 646 16.6 448 U'N Q O O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: d o Z mOO s•,O' to Anchor C apaclty Tabla(lbs) ANCHOR CAP.,,,,,,,,` �m,t SubGtmla 2.7k Corctete 3.531 Cmc. it"CMU FMWG,1U PTwood Mdd (DP-)X( )=ANCHOR CAP_ �.� dlBElco 11d'SS Ek06110'Elco 114'SS EltO 910 Sled 012Steel M2 Sim] MULLION CAP.,.,,,,,,,. AnchorCllp Patterns Anchor Type 3'16•.EitO Utlrdtpn 1/4'Eko UR2ton 3'15 Elt0 Ullrsm 1d•EkoUll2cOn unmcon ABgraOdor URracm AgBreOda scmw(66)Strasr(c5) 6c(Lw(OS) USE THIS FORMULA TO OBTAIN THE'ANC OR Edge Distance 9n) 1• 2-1Y 1' 2-1r 3d18• 1' 2-1r r 2412• r Ver 2• 0.43• 0.54• 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN EmDemtml9n) 1x14• 704• 1074' 13'4• r 1-14• 1-114' 1-174' t-114' 1-174' 1-114^ r tare• ta'e' Ir4Aes ACTUAL PRESSURE REQUIREMENT FORTHE 2Mchors @ d.7s t.lirt O.C.f Standard or Onset Clip(Fig.162): 390104 390104 450 lb, 090 ice 1641 ma 270104 280116 354109 740165 374104 661106 0!6105 34t IDs 442100 660 06 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors g 2.68-MIB O.C.l Statdanl("Ofrel)CUP(Fig.87 740113: 740 ms 6301bs 1405 lb. 1424 ms NIA 5601m IIIA 6951bs r1A em it. IUA mems am lb, 11201b5 CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Arches 01.71•all.O.C.I S1ad� (or O(MI)C8p 09.47 685 ms 0501 758105 1046 Ins IIIA IIIA 705 lbs f11A 70ID5 IIIA IUA IIIA 102'2lb3 1327106 16601b6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcrors®3'Mtn.O.C.1(2)20 Angle CUPS/Ing.6T 780 m1 7 W 6880W 1560 g6 7606 ms 610104 56D lbs NIA 760116 748 ms 800 lbs 11B92 Ins 6B21D5 gas ft 112006 CAPACITY WHICH MAY BE USED TO QUALIFY 6Archms®3'MBI O.C.1 M WAngle Clips/(ngR 11701Ds 1170Ins 1020 ms 23401Ds 2B441bs Bt Ds 640 m5 WA 1140 m3 1122105 1320W 2838 ge 10221be 1327 RB 16W IIA ADDITIONAL ANCHOR OPTIONS FROM THE 3Arctom@1.34•MIn.O.C.I UCl1p,Inlo.125'Alum(".7). 111A IUA NIA IUA IUA IIIA IUA UTA IIIA NIA IUA IUA IIIA IUA 10711 ANCHOR CAPACITY TABLE. 6Anchors Q 0.64.1.1111.O.C.I UCllp,Into.125-Num.ft.O} IIIA IUA I. I. IIIA IIIA IVA NIA IUA II/A ;LA IUA IIIA IUA 21 ma PRODUC1118 W ISED n+cunlpt orld 111th 16o'Plodde. 2 Meters®268'1.11rt O.ClFCep(FlA BJ 370 ma 370100 316 ms 743118 712 ms IUA 280 Rx NIA 348 IDs 111.0 440104 IUA 341104 442104 760 m5 � Bu0d10g Oodc ^ 3AmIon @ 171.1,11n.O.C.1 FCap(Fig.10} 443 lbs 525 Ire 370 mJ 073106 IIIA NIA 3531[8 IIIA We 1,5 NIA IUA VA 611106 66106 840 t06 Acceptance NO S,1✓ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. onDam ZCJ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' Ifund ode Product Control ~ • • • • • • • • TABLE NOTES: / tt 111111 I11, 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR • • • • • GENERAL INSTALLATION METHODS. ��.•�10ENSF'•.F� FIGURE5: FIGURE6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. I • • • • ,250' - 4.000' _ 34' No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN .5 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ='O�, Gtr �S •7 I • • LOCATIONS. ` SLATE O- FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT :�'��''•.,>`LOR10P,••G\;� • '• • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �i�SSS •" ����� • • MUST BE USED ALUMINUM SHALL BE 8083-T5 AND BEA MINIMUM OF.125•Tt11CK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X 4•X.25'MULLION III ON I IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIMILLER,P.E. THREADS BEYOND THE MATERIAL.#10$#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 TABLE 15Ar�H Mullion Capacity Table(lbelf?) F Ing Width(forveNcalysparrigmUliorls)or0poningHolBht(for hodzontaly-sparnrgmullions) 501n 60 In 70 in 80 in BD In 1001n 1201n 1401n 1601n Reetangular Raprmang. Rectangular Traprldang. Rmlmgum d.V. Reclangdar Trepritleng. ReclangJar TrepRdang. Reclen9Jar TreplTdang. Reclanguler TrepRdang. Rectangular TrepRrlang. Reelenpller Treprrdang. - Ro 3.2V'30 . Loading Loadn Leedng I-w&g L-Ing Loafing Loadng Loadng Loaft Lowing Lowing Loafing Loafing Loadng Loadng Loadng Loadng Loadnit o2 2 U DEO.AL a a n x a a x a r x a a 2> x F D x p a n z.. 6 0 a 1 q .-. .- .. 'a 0 A 'a U q •6 r0 �5y 6 6 g•��g 6 fi g+$fig 6}� FF a� ••$$�� 6 ¢ 6 3�g g Eq¢ 6 6 E b$ 6 ygp� Ia y$Y¢ 6 a� 6 g$9p }t fr dcd fid Z fid Z8 � @ Z d f d I fid f d� E. d� 8 $ aK E@ fid d g z mr 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 982 170.0 510 170.0 1118 170.0 521 170.0 1240 '170.0 621 170.0 1488 170.0 621 170.0 1735 178.8 521 149A 1740 170.0 521 O W T- 46 In 170.0 708 170.0 524 170.0 850 170.0 b84 170.0 992 170.0 830 170.8 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1522 1522 170.0 680 130.6 1622 170.8 688 1142 1622 170.0 680 _ d 9 rn 60.6261n 170.0 747 170.8 583 170,0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1443 170.0 760 102.8 1443 170.0 766 W ( o o 0 61 in 170.0 787 170.0 812 170.0 858 170.0 891 170.0 1116 170.0 764 170.0 1275 170.0 BOJ 160.4 1353 170.8 637 144.3 1353 170.0 858 120.3 1353 170.0 861 103.1 1353 170.0 881 90.2 1353 170.0 861 m J co 60N 170.0 969 170,0 701 170.0 1083 178.0 781 107.0 1218 170.0 670 146.1 1218 170.0 844 128.8 1218 169.8 038 118.8 1218 152.1 924 87.4 1218 148.1 813 83.8 1218 148.1 0/3 73.1 1218 148.1 813 F J 63 In 170.0 930 170.0 745 170.0 1118 170.0 850 160.2 1 168.6 833 131.4 1150 153.0 0% 116.8 1160 141.9 698 105.1 1160 134.2 865 87.6 1160 128.7 871 76.1 1160 1282 870 85.7 1160 128.2 870 :a 6 m 60 N 170.0 974 178.0 789 152.4 1018 185.8 BB 130.6 1046 48.8 664 114.3 1018 133.1 850 101.6 1048 123.4 879 91.4 1048 118.6 870 78,2 1018 189.4 821 69.3 1015 1082 816 57.1 1048 1082 618 z -00 z 140.8 880 147.9 764 117.4 880 126.0 748 @ 110.8 714 88.0 680 100.0 722 76.2 880 92.0 712 70.4 880 802 703 50.7 960 70.2 693 50.3 680 76,6 686 44.0 880 76.4 689 e & Z J ��� 761. 119.7 780 125.1 690 99.8 790 108.4 878 85.5 790 93.3 667 71.8 780 83.9' 652 86.5 780 78.8 613 69.9 790 71.7 635 48.9 780 65.1 624 42.8 790 82.1 819 37.4 790 61.6 817 Q c � TB In 110.6 750 116.5 857 92.3 760 98.1 644 78.1 760 65.9 672 69,2 760 77.1 621 61.5 750 70.(1 812 65A 750 65.7 805 182 750 69.4 694 39.8 760 662 588 34.6 750 55.6 586 •Q Q N � 901. 72.1 68J 74,{ 680 60.1 663 62.9 491 61.5 661 64.8 483 15.1 683 48.9 476 40.1 60 44.4 465 36.1 663 40.9 462 30.0 667 36.2 452 25.8 603 33.3 445 22.6 663 31.8 442 Q ca Z F- W m o O 96 In 59.4 495 61.1 M3 49.5 495 61.6 438 42,4 495 44.8 427 37.1 495 39.8 421 33.0 495 36.1 415 29.7 495 33.2 409 24.6 495 29.1 400 212 495 26.6 394 16.6 495 26.0 390 � o B 10 In 41.7 391 42.6 J53 31.8 381 35.0 JIB 29.8 391 31.1 312 28.1 391 27.8 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 18.7 321 14.0 391 17.8 316 _ 1111. 38.4 370 392 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21A 370 22.6 3111 11.2 110 20.8 312 18.0 370 161 305 �' WQ Y `1 120 N 30.4 317 30.9 289 25.3 317 28.0 284 21.7 317 22.6 280 19.0 317 19.9 216 18.9 317 17.9 273 Q co Q Q 1441n 17.6 220 17.8 203 Z TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: �O s:0 bb o d'ma. Anchor Capacity Table Iba ANCHORCAP.,K,,,,,, Substrate: 2.7k Comrele 3.5k Com. Her-Glu F4Ied CMU PT Wood Metal (Duo)X( )=ANCHOR CAP.,,, 5'18'Eko 1!4'SS Eko 6116'Elco 114•S9 Elco 010 Steel 012 Steel 012 Steel MULLION CAP., ,,,,,, Anchor CllpPattems Anctwrrypa: 3118'EkoUllrecon 1/4'EkoUlVaean 3116'Ek. tf4'EkoUlVeoan UlVaeon ApgS OEtor Ulirecon Apgre6alor Scre6'(05)screw(G5) scrmr(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 01slawa gn): 1• Aire V 2-112• 3.118• 1• 1 2-112• V 24re 2• 3.118• 2- 0.487 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment n): 1-314' 1 1314• 1.314' 1314• 2' 1-114' I-1l4• 1-114' 1-114' 1-114' 1.114' 2• 1318' 1318• wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anehore@ 5•Mi.O.C.1(2)215 Amb pips I(Fig.O: 390 ibs 39016s 710'M 11001as 210lb$ 28010.1 3141bs 74olbs 3741b9 1201b. 940 lbs 341 lb. 442M WO lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom @ 65•MIR O.C.!(2)2x5 Angle dips I ft.2): 780 lbs 780 W 7901 18701ba 25251ba 510 lbs 560lbs WA 1120Iba 718Ibs 880Ibs 189210.s 682Ibs BBs Ibs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anehaa@2.71•Mi.O.C.1(2)20 Angle dips I(Fig.37. 1120 lb 1120 lb. 1 058 b s 225410s WA 8401bs IVA 1 1059 ft I WA 1 1320 iba WA 10221bs 17271bs 1680 lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODULTREVISED ANCHOR CAPAC)TY TABLE. uml ingwlth lho Plo da FIGURE I: tuilJl9g Ocft TABLE NOTES: koaptanco No • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. QSAY SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. iaml adopt uct Control FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. %11 t l l 1 1! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �� ON(,LYNA/M7 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \`Q��\�.''1\GENgF'•���,p FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. w". Tl' No.58705 'T` 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED /t '( • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125" -'U •:THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE ATUk LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL.410&412 ANCHORS INTO WOOD MAY BESTEEL,18.8 S.S.OR 410 S.S. C <ORIDf;.•'• \�; ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ' 'UNAL A.LYNtJ17viILL�R,P.E. FL P.E.4 58705 6130/2015 Florida Buildirq Code O*e g .� �" ` � ��a::,.•=�¢" i '' ,.?. _ ,a �01} d, °�}rith ,lt BCIS Home Log In User Registration ( Hot Topics ( Submit Surcharge Stats&Facts Publications FBC Staff { BCIS Site Map Links . Search Busines ) �am Professi nal �sER Pub1iapP�°"a' R�gul�tor� Product Approval Menu>Product or Application Search>Application Ust>Application Detail FL# �Revision Application Type Code Version 2014 Application Status Approved Comments Archived ;? Product Manufacturer Hurricane Fabric, LLC Address/Phone/Email 1505 Poinsettia dr STE H-3 Delray Beach, FL 33444 (941) 893-7900 scoff@hurricanefabric.com Authorized Signature Scott Purcell scoff@hurricanefabric.com Technical Representative Scott Purcell Address/Phone/Email 1500 SW 30th Ave Unit 4 Boynton Beach, FL 33426 (941) 893-7900 scott@hurricanefabric.com Quality Assurance Representative Yehuda Bar-David Address/Phone/Email 1500 SW 30th Ave Unit 4 Boynton Beach, FL 33426 (561) 742-3756 yehuda@hurricanefabric.com Category Impact Protective Systems Subcategory Removable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer iqi Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John Kampmann Jr. the Evaluation Report Florida License PE-47516 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Keith E. Lorinos, PE Validation Checklist- Hardcopy Received Certificate of Independence FL15208 R3 COI Certificate of Independence 15-0226.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 _ ASTM E330 2002 TAS 201, 202, 203 1994 https:/Mfww.fioridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRKmxffYfDDJFL1VA9iPrudliy0AUYu54LW/a3d%pad 1/2 '6130/2015 Florida Buildifiq Code Orilirie Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/01/2015 Date Validated 05/11/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 15208.1 Astroguard Fabric Hurricane Protection System Limits of Use Installation Instructions Approved for use in HVHZ: No FL15208 R3 II Installation Drawings 15-0226.odf A u side HVHZ:Yes Verified By: John Henry Kampmann Jr., PE PE-47516 Im act Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL15208 R3 AE Product Evaluation Report 15-0226.odf Created by Independent Third Party: Yes Rack CSext 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 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 dick here. Product Approval Accepts: Wall RE E SCCUritY'.i F f ti iC;.4"" https:/Amvw.floridabt ilding.orgtbr/Pr_app dtl.aspx7param=wQEVXQwtDgv3yWieJZ1QRKmxflYfUQJFLTvMiprixdiiyOAUYu54uw%3d%3d 2/2 y it irl 64Migg � P1 X, 10a,211. vP- jj'j e Ago"ik > 9.1 «a � i' 401 j"R pae 5 �A. _a : ¢ lip 57.«« ts � —04 44 ;31 la 9$ - g p - It g 0 M. F: 1 `stt IVIEA �i ASTRO :iUARD HURRICANE- LLC rxi e�sous. �a+Gtts,ince, � �V�►nd Abater-hent System ,m aim 0.500 EU' If its LL 6 OT.t.:.a•� .�".�..-135 ...:�: 1.590. z r i_ 2983, a 0 st My o z z . 81y` a q 4 10 , z TP . ods . : ® iJrn ra z ASTRO GUARD HURRICANE. FABRIC LLC eA Q Wind Abatement System a w+m EFI�3hFFSt5,3xC ayes; �, l