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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 5 8 e < i 4 0 • � � � a. � Flolida papattf entq BCIS Home ! Log In ( User Registration Hat Toplcs ( Submit Surcharge Stats&Facts ! Publications ( FBC Stag I BCIS Site Map i Links ! Search I usi leSN' a Product Approval Prafessil USER:Public User Regulation Product Approval Menu>Product or Apolicdtlon Search>Application List>Application Detall *' FL# FL5678-R3 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterfield@clopay.com ? Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA Inc.-ETL/Warnock Hersey Validated By Gary Pfuehler ® Validation Checklist-Hardcopy Received i Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2002 ASTM E330 2002 Equivalence of Product Standards Certified By a ;2I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A Product Approval Method Method 1 Option A Date Submitted 02/26/2015 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg34l La... 5/19/2016 Florida Building Code Online Page 2 of 5 Date Validated 02/26/2015 Date Pending FBC Approval Date Approved 03/07/2015 Summary of Products 7 Go to Page Page 2/2 0 0 FL# Model,Number or Name Description 5678.21 21 W5-22 C-PAN-1E448: 524, Ribbed Steel(min.24 ga.)WINDCODE@ W5 Sectional Door, 524V,524S,520,520S,224,224S, 16'4"to 22'2"wide C4ST C4SV,C4SS,COST,COSS Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof ® Approved for use outside HVHZ:Yes of inspection.pdf Impact Resistant:N/A FL5678 R3 C CAC WS C Listing Intertek.pdf Design Pressure:+30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 103319-RevO3.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.22 22 W5-12 C-AL-IF499: 902,903, Service Station WINDCODEO W5 Sectional Door,up to 12'2" 1C2AL,C3AL wide Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ:Yes of inspection.pdf Impact Resistant:N/A FL5678 R3 C CAC WS C Listing Intertek.pdf Design Pressure:+32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 103275-RevO5.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.23 23 W5-16 C-AL-11F499: 902,903, Service Station WINDCODEO W5 Sectional Door, 12'4"to C2AL,C3AL 16'2"wide(c-channel) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof e Approved for use outside HVHZ:Yes of inspection.pdf Impact Resistant:N/A. FL5678 R3 C CAC W5 C Listing Intertek.pdf Design Pressure:+32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 103294-RevO2.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the Impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.24 24 W5-16 C-AL-11`499: 902,903, Service Station WINDCODE@ WS Sectional Door, 12'4"to 1C2AL,C3AL 16'2"wide(AL angle) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ:Yes of Inspection.pdf Impact Resistant:N/A FL5678 R3 C CAC WS C Listing Intertek.pdf Design Pressure:+30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 103295-RevO5.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.25 O25AL,0AL W5-20 C-AL-SF499: 902,903, Service Station WINDCODE®W5 Sectional Door,16'4"to 20'2'wide Limits of Use Certification Agency Certificate a Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof httDs://floridabuildiniz.or,u/pr/pr app dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg341La... 5/19/2016 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ:Yes of inspection.pdf Impact Resistant:N/A FL5678 R3 G CAC W5 C Listing Intertek.pd Design Pressure:+30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 103296-Rev04.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the Impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.26 26 W5-22 C-AL-11`499: 902,903, Service Station WINDCODEO W5 Sectional Door,20'4"to C2AL,C3AL 22'2"wide Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ:Yes of insnection.ndf Impact Resistant:N/A FL5678 R3 C CAC W5 C Listing Intertek.pdf Design Pressure:+30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions j DOES NOT meet the impact resistant requirement for FL5678 R3 II 103324-Rev03.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.27 27 W6-10 C-DSIE-11`447: 3200, Double-skin Insulated (exterior skin 24 ga.min.;interior 3220,240,240G skin 27 ga, min.)WINDCODEO W6 Sectional Door,up to 10'2"wide ¢ Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ:Yes of inspection.0 Impact Resistant:N/A FL5678 R3 C CAC W6 C Listing Intertek.pdf Design Pressure:+37 PSF/-40 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/,2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 101617-RevO8.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.28 28 W6-12 C-DSIE-1F447: 3200, Double-skin Insulated(exterior skin 24 ga, min.;interior 3220,240,240G skin 27 ga,min.)WINDCODE@ W6 Sectional Door, 10'4"to 12'2"wide Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ:Yes of inspectlon.pdf Impact Resistant:N/A FL5678 R3 C CAC W6 C Ling Intertek.pdf Design Pressure:+40 PSF/-40 PSF Quality Assurance Contract Expiration Date j Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 II 101678-Rev08.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.29 29 W6-10 C-DSIU-1D477: 3717, Double-skin Insulated(exterior skin 27 ga,min.;interior e C7X17,3718,C7X18,3720,C7X20, skin 27 ga. min.)WINDCODE@ W6 Sectional Door,up to 240U,3722,COX22 10'2"wide Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ:Yes of inspection.pdf Impact Resistant:N/A FL5678 R3 C CAC W6 C Listing Intertek.pdf Design Pressure:+37 PSF/-37 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 104039-Rev02.pf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the Impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.30 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg341La... 5/19/2016 Florida Building Code Online Page 4 of 5 30 W6-14 C-DSIU-1D477: 3717, Double-skin Insulated(exterior skin 27 ga.min.; interior CM7,3718,CM8,3720,0X20, skin 27 ga.min.)WINDCODEO W6 Sectional Door,10'4"to 240U,3722,COX22 14'2"wide Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof j Approved for use outside HVHZ:Yes of insnection.Ddf Impact Resistant:N/A FL5678 R3 C CAC W6 C Listing Intertek.pdf Design Pressure:+37 PSF/-42 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 II 104043-RevO2.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the Impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports a Created by Independent Third Party: 5678.31 31 W6-10 C-PAN-lE448: 524, Ribbed Steel(min.24 ga.)WINDCODEO W6 Sectional Door, 524V,5245,520,520S,224,224S, up to 10'2"wide C4ST C4SV,C4SS,COST,COSS Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ:Yes of inspection.pdf Impact Resistant:N/A FL5678 R3 C CAC W6 C Listing Intertek.pdf Design Pressure:+37 PSF/-42 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 102445-RevO6.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the Impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.32 32 W6-12 C-PAN-SE448: 524, Ribbed Steel(min.24 ga..-)WINDCODE@ W6 Sectional Door, 524V,524S,520,520S,224,224S, 10'4"to 12'2"wide C4ST C4SV,C4SS,COST,COSS Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ:Yes of inspection.pdf Impact Resistant:N/A FL5678 R3 C CAC W6 C Listing Intertek.pdf Design Pressure:+37 PSF/-42 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 102446-RevO8.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the Impact resistant requirement for windborne ETL/Warnock Hersey s debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.33 33 W6-14 C-PAN-IE448: 524, Ribbed Steel(min.24 ga.)WINDCODES W6 Sectional Door, 524V,524S,520,5205,224,224S, 12'4"to 14'2"wide C4ST C4SV,C4SS,COST,COSS Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with-proof of contract and proof Approved for use outside HVHZ:Yes of insoection.pdf Impact Resistant:N/A FL5678 R3 C CAC W6 C Listing Intertek.pdf Design Pressure:+37 PSF/-38 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL5678 R3 II 102585-RevO9.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- comply with the Impact resistant requirement for windborne ETL/Warnock Hersey debris regions(ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.34 34 W6-22 C-AL-IF499:902,903, Service Station WINDCODE@ W6 Sectional Door,up to 22'2" �CML,CML wide Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5678 R3 C CAC Letter with proof of contract and proof Approved for use outside HVHZ:Yes of inspection.pdf Impact Resistant:N/A FL5678 R3 C CAC W5 C Listing Intertek.pdf Design Pressure:+33 PSF/-34 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R3 II 103800-RevO4.pdf windborne debris regions.The product without glazing DOES Verified By: Intertek Testing Services NA Inc.- 9 ETL/Warnock Hersey httDs://floridabuildine.orL/nr/nr ann dtl.asnx?naram=wGEVXOwtDasTDav2o9Yiz341La... 5/19/2016 Florida Building Code Online Page 5 of 5 comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions(ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: Go to Page Page 2/2 0 0 Bad, Neat Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click het-_• Product Approval Accepts: IN©M M / secarit at�"r,xres e i I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg341 La... 5/19/2016 •,Kr',^..' ,h m .r.2a(,,•" ..�,.,,,; -.i .,..r..x +�, s$`_".T ,.ice; ti "CLASS)C.`RAISED PANEL':EnBDSS'DDORS- -'CARRIAOE'fi®USE^RA)SED-RANEI'EMRD$5-000RS- __ .. .. �. ..... ... _ .. . . .�_�- •.NAP tATCH.ErvCAGES, iS+Oz 2o c iE"STuw r tup]rLs NOnELS' .. - ...�.• SLIDE.BOLT... 15 :. .,24 GA -25.66 `21'•GA NODELSw e3i GA' ;ONTO,VERIKAE 4RaCu ,END AmrD,cTT6➢E„I OLXL _ ..CLDT!AY 89A;94__73'•:75 98: PAY'GALLERY' GDSS;GRSS INTO VERTICAL, .GREY 4F:' ._.HDLMES.,ARTISTRY:....... „ARES .:'It'iQl.S1aE � LOpCpONN acF fl�,�w�7 ` 5� ....I➢EAL ..4RST :: SNAP Al ON, 2 SIDE-QF flCOR . .:: .HLTLNES•... 98„48B'42;0;42E -_. ..!DEAL 'CARR]AGE`-'HOUSE')'r.. .T .,'£DSS:" 1� pp _. _. _. uK1F SECTION- B' LJ OF DOORS _... .._. SNORT - .. .FLU,SH SHDRT.'PANEL' .. - INcm14DE 80LT s 1 AkD w - y,. n 1 i na xra 5i�fs.RLt nA .. . .. . ,RETAIL,�D' XEYCio O E. .. SOLE .V G'AxO"Fun, r "END.SIILLS:ATIAG2Pm' .. 1LwOCE. T..,SK1H',iJITH MTtKttD INTERILEOIATE STILE-AAE;ATTACNEDpATN MSIOE'.HANDLE 70D• IT's ITEM ITOP, ENO W71CK t:aN!TW TOG-L-LOC(TOP'&`BOTTOM)AND:VRERiANC' PUTS®E KEYED'LOCK A0N£S!vE.(ALONG CENTER) ONE BETWEEN ClCM ,1,•TpP lATCN eFKVI OPTI0t/', ILE DRER:" ST BOAS RGIP aaVP RClA2uN1 IN- ' r Sf0.E � TJTI}.B TDP 1:77 (EISTAM DETAIL • MULTIPURPOSE,. - `i NaLY 70-m[=TCP SECTION. - `i-^ '�� '. HIGH 1)OyD TAPE %OUTSD _CRON A A'. HAIIOLE �' SE rLAWKI#AH ww OvED�CC2 PLLASTLIC�,w ':OPTIONAL;OECORATNE' /� - '. OPTIONAL DECORATTYE:' LOCK'a&R17c - p :. ACCDRDINCE.,XTH?BC/MC 2¢06,- .. SNAP-IN INSERT.- -;/. FROW.FRAME�:FACADE.: ENGATRACCES,W ROLLER BR.A01[r:E . •� :sEE.SEtnoN.B,-a fOR'ASSateLr'OL'kAs: TU &7ACNt.4 niiAGnED'w/(4) . u01 FVAF.ASLE, IF 'tAucnYL:.IwoRs.' .. RAL _nyhvDE I OCj(: of DOOR 014.5Ja SHEET,METAL• . NE SEALANT ! o' - .... SEE INTERNED:HiNGE.. � ... � SCREWS 'GE'SSGd00pAC."-STRUC" •uFrEe' EALH.$U3t' SILICO = .LOCK RAR LOCJDNG .. DETAIL. -. SHIP LAP, SEE ENO HRtcV, i D a'.. .... DETAIL. ,30.190 - �: 25CA,'MIN.G-SO.:CALV.(OR: EOUIVALENT),STEEL W'ITH., 14ICA'GALV.STEEL .I=POSIUGN'(wow.. BAKER ON POLYESTER' EHO KWIC EAC) • SIDCt)T110 f-0wT: PAINTED tDP'COAT-APPLIED FASTENER YO£tom LOLITUG FW^6EEN: T0.001H SIDES:OF,STEEL.. SaIES W % SCN aER ' "=.- '� NIN:'YICL1}STRENGTH 28'K51 ,(t SHEET �: - FEoo nElrEN15+o IMPACT RESISTANT o -EC7gR 121 A TAS OIIE-PIECE INJECTION v/ TAPPING SCREWS: .102.Loc,a-Iuac sJ� M01:DED..GE LEXAN 4 14x5 B SHEEVNIETAL SCRE0.S v. �aoDW�m R.- SLX2432T FRONT '()P / .roach ENTRY,WITH FRAME, GLAZING. �- ' :Dom OUTSOE KEYED -i 4-x20 CA.MV.STEEL L LOW AKD UL40f.SLIDE V R TWD V BARS VCR BOLT LOCK OPTp+ls POLYSTYRENE RETAINER - - SECif0.`I EXCEPT-D SECTIO Al .:LOCATION.OF _yf A, (SEE.tAYOui OE,EACH FASTENED TO FRAME AVITH O WHiCIt I+AS-ONE U-BAR.. OPDONAL VENTS IAPL FDR'OLTALs): ' MAIL,p.70R MGiH':=`EyATK:9'-Cl.' {10}pSi,K,3j4 PAN}HEAD' (4)1/4!W4"SELF TAPFING S,REVS' t/ ERRS.MADE FBARATr K51 :SOORr TfTH'-'N' MACHINE SCREWS. STEEL.EACI(u 9Aq'aTTACNE0 TABLE :7 W/(2)lJa-:!/4 s£iF fa'GA fND HrNGF 18 Ga.wTERumIATE Ng2GE TAPPINC�SL'REY1'Pt7t 4RE.' NUMBER -DOOR HEICK OF ..VERTICAL JA_k CTT NEiIT twooD TRAIT£=RURO+NELS): ,1: .SECTIONS- 1/2 ]'IAC:SCREWS;ON,2, CEMERS. 1'OA,. 13"GA"GALV.ffiEEL-BOitOM WASNFR REQUIRED IIIG;=SCREWS.D£:CO11N7ERS'tM%. BRACKET.ATTACHED.IY/(2)' D 70. 9� <'. _:(DVT tPOT^REQUIRED)70;PRGJIDE A'FLUSW NIOUNTDIG „ 8'p' 0'10'6"" '6' S1IRFACE,NDRIZONTAL'JANOS`DO NOT-11VNSFER LOAD. t00 i23 7. :Wmi6AL JAL/A"ATTAf_N}y1F,{¢j;,(f 9p ALOCK'OR 9MX1 PSI'MW'C61J P i 14x5/!S"SHEET IAETAE�.�.CREWS.. :Tf)t4,vQ' -- .,MUM !�}4 SLEEVE ANCHOR a0Li5 ON 21 7/?'"CENTERS{C TO-150 9 - BLOCX)OR 24'CENTERS;(2.000 PSI CONCRETE)OR 1%4"4 TAPCON SCREUS< MthT1M EXTRUSION F14RIZDNTAL,7Fb4CK;SUPPORT`DY: .ON 15-1J:G"r CENTERS"2.OGO,PSI CONCR€TE) WASHERS.It 1113DED y4TH •XCNR..M TRKA,C Oa 1v Ivan' DOOR TpSTALL£R'{TO SVG). ',FL'VINYL:WEATHZASI"I ;SLEEVE ANCHORS t 00.''Y7ASHERS,REQUIRED.Y(t1H-TAPCO'6,�ANtitORS MAY :CENTER HANG:REQUtREO*�:ON. `1IE COUNIER$UNK(aUT''NOT.%REOUIRED)"TO'PROVIDE FL H:LIOUNIING- Fjl !Na'VERiIG4 WOOD JAMBS;AR TO BE;GRADC 2? OOORS'-I';"- Y£R BNiCN WR;TGP BRACKEt `SURFACE..HoraoNTAL-awaS DO NOT TRANSFCH'�LOM„ OR BETTER YELLOW PANE. NO:.LOAD IS 7RANSEERREO' OOUIRE-HORRONTAL. TO'TNE NOR120NTAL,(FOP)JAUB., ALL,JANB.FASIENERS. TRACK MAY BE.(DUI NOT'REAVAED)COUMERSUNN,.%O:1?ROV9 _ ,. A.FLUSH MOUNTING SURFACE£.. 11 GY:GALV.jSTEEL FLAQ.EMIO!'L:;.. � " PMfPMAT10N.(kc:::JAVPS'RY�-OTFSR2G. THt5.000R uEE S Y.E',RmREMENTS,OOFTHHEE EACH FASTENED TO WOOD'--:J,VAB:WITH- - IMI A ':TRA1:K tARGE LF IMPACT'ANO CYCi.fC+7ESTWG, 1 MOOD LAG SCREW. >toW ItEADRnOM OPTION. 2.6 WOOD JAMB - $:7pA NOULWNG-BT.DOOR TNIS DGG i .. POR TIS IA.TA..1IL WIN PEEM - 'INSEALLER'(TO,SUFF); -LISTED,BELON nOCORaNG TO m£.VLOR10A giNLDENG:O ct,%:.INE INTERNATIONAL :'. TRACK%c6rmOUltArnIN _ .. ,. .. TO;:GA MIN.•GALY:'STEEL END;`+TILE; CODE ASOC7 10)6F W7D'TI W DURDING'S END ZONE.]).AWL DEAR .BRACK , EWENTS_ .... ..._ '. ��((D0 HElGiIT 'T. 'Xf' 'It2'. _ ! X 5 5 "XI Cl R. E ROOF SLo 1ft5 3 oGOR I �wAllams AAouAu DESOH tt01 0 ON 20'CA.GALV.STEEL w1E- STK D IL-A �) pg )1 T CC R5'M 1/tlES AN 12 CA.OALV SffE0mck �:' RD ,1�KA R JAA1B Y/RH',ONE E.+NEIB x0__WVO/D :Sr[tlTlpm'6jjn ,' x„185' 17J. '165. „155' a-0 88 3 1 2 10 34 SB - - WOOD LAC SCREW PER,BRA(:XCT. }� 4' _7 iQ' 738-7-82*,, -' IN(Mi:MNGr. N L 4. 4 C C 'D D .Z"f✓cv.STEEL TRACIT a0 4 '62 - fA51EN�0 T0'STEEL tV/(4) �tGw � , 1 I6S ]7 a - 'TRACI(TNICKNESS.. I)00 9-6 106-!-I 2 .. 2 GA FEEL TRACK .- `. EACH 14x6/8'SMS.. -10- 15 - 70..'4 Ti 82 FASTENED TO'TRACKjDrt1CKC75: � aY3: ^^• '' :: Oi`-D - -'- _Lp " EaCH 6R ACKET,A4TACH£D;wITM OK 7/l6-PtiSNNUT iINSTALLEO 0N'RO1 ER 'y'�'':. ty a 4' 1/a"x5/8"80L7:g NUT 2R SHAET'FOR.UHRESTRtCTED OODR-OPERATIO.4. �`O;:'5TTPN J.OADS' +42,0 ASF. & -48.0 ASF. Il3A:..: 7YlJ.TJ4 RTYETS� 14.Cri:Galv,.-STEM R10:;HINGE' _.y7 N• ,1 8F3.QY TCST L(➢1D5:463.0 PSF,&=72.0 PSF 5 'XS•.X4.;. =1 ID" -S4 58 - _FASTENED TO"ENO STILES'W/(A.EACH .�CO'71 ILIO.V �°.• .:w. 2:-0 142' -'1 A 3 8 82 .).A.M..@_.9LfElQ17(t6'110ia •$1az5fB SHEET METAL'SCA. TIP::2-1f2'x12 3-0 148. .]J 1 'Ja PK-:87 Q(L. _ IJ4':$$/4°SELF TAPPWG.$CRENS .:1i O 'CA GALV:STEEL 3-8 154. - 1 •!t 58" :82r fO6' dl"""l••r r •%3� TRACK-BRACKET. t4-0 IGD - t' '!4 '82 705. 140 Raw rmc 4'-8 16 -3- _. 4 •- i ,• .. 2"STEEL.BOLLER-WITH'STEEL Ek,t&6,TIRE.: '0"H - A BIALOING PRODL}Leb COMPANY 4)7 9b1T x i0 PM- I opayCLAP Y 85lS:OUX&BLW: 11(t.E'G ,, P? -' HOTF;,.SUPPOFlT1N0'STRSICTURAt'ELEMETiT9:'SWALt BE'DESIGNO) MASON;OH 45040' wwl* r '2-fN PAr+•+n2%!B'9.0 X:I6-O ilfl �7= !,.':. RYA REGISIEREO'PROFUSIOTYAL ENCINEER:FOR UNO LMOS' Building. PFOdUOf9 _ MOV7 - m nw¢•. `Y^ 106' 130• SHOWN ON THIS.MAKING: � (513)770--48D0 -<Kcuvl• • 101702 IBC 1".. Company - - M(DRODA ORODD UCS` 'l^1PPROVAL SR a i E J -December 15., 20X1 (revised 8/25%15) Evaluation Report far,Clapay;Building Products,Corrip6ny Sectional Garage Doors, W7 through W9 g I;have evaluated the.wind lead deordesigns as shown on the drawings Listed oefotnt: I have reviewed the.test reparEs, which wore,gener"ated by accredited independent , laboratories as required;by the relevantAorida Administrative Rule,the engineering rational anaI sis, and.the product drawings. The test-reports are listed below. Testing was conducted by,Americn Test i�ab North Carolina"and Hurricane Engineering and Testing Inc: Por the doors listed in the Tableselow,'Static"Pressure Tests were conducted in accordance with TAS 202.1994, ASTM E330 2042 and ANSI/DASMA..,:1q$-20'Q5, Missile Impact and Cyclic Pressure Tests We're,conducted in accordance with TAS 201=194 _ . and TAS"203 1994 a,nd ASTM E"1,88& 2005 and ASTM X1996 2009 aril ANSI/�ASMA. 1"1`5 200S The,pressures listed on the drawings are either direct results of Chase.tests or results obtained through.engireerrng rational analysts based ori actual tests I have 'Corcluded that the sectional.garage door destgns listed below in tie Tables,below arein Compliance with these Hlgh Velocity Wur"ricane_done test requirements of the"Florida ngode and therefore fare qualified,as irrpact resistant asembl"les (large missile iixrpactI. ' IAMBL� I. Drawings for do „t� 1�P c in g Product Code (MRC) PAN-2 c;'4,! . 101.702 "Rev12 max moor ;sy ze 9'0' x 16'p", +42/ 48 PSE; des gn l oa ) 10 .309 Rev15, max. door size 16'2'' x X6'0", +42/ 48 PSP design TO 101296 Rev1a, max: door` s�`ze 9'"0" x 1 '0", ;+46/ "-50; PSE design load) TABLE 2 6 'winos for doors with Manufacturing Product Cade (MPC PACU- 43 < a 1OZ621 ,Rev07; max door .,size 18'2''' x 16',0", X42/ 46 ((desi:gn 1 oad) 103287 R'ev04 max door size 9'0" x 16'0", X54/ ,tZ PSF (design load) 103547Rev05 max: door size 9'0" x 16'0", +48/ 5'4 PSF (des gn load) 101300-Rev1.:6- max door;ls74e 16'`2" x 16'0"; X46 6/�S2 i?'SF (design' load). 101706-Rev13,' max. door s7"ze 9'.0"" .x 15'0", PSS (desi`g.hload)" TABLE 3 Drawings for doors with_Manufacturing Pr4duct Code (MPC) DSIE 117171• 101703,;iRev11 max:" door"rsi:ze 9�,0.�� x 16A „ ;48/ 60 PSF (design load) 101.488 Kev13 max.: door `sjze 162 x 16 '0 46.6/-52 P$F (deslgri lbad). 103.028 RevO$ max;. .door ;size 18,z, x 16'0,,, +46/ 'SO PSF (design pa, ) TAiki 4i Dr'wt. for.dobr9 With Mahufacturind'Prod—p 1.03436 Rev02, max_ :door si ze; 9'0" x 16!T!, +48 60.PSF esi..gn `l`oad),.P. . 103560 Rev04 : max door ` Sze 16'-2" x 16'{0"., +46.6/=52 PSF (design load) L in P uct code'IMPC C=DS 101705 :Rev08, max: oor s ze` 1,2q 2 2'.'`Rx 18'0"; X52%=58 PSF `(design "load) 1 PAGE 1:01`3 FILE: C.BO(Zj11215-A.1 r g i e EyALUATIQNeREPORT FOR,CLOPAY BUILDINGPRODUCTS COMPANY SEC7Io.NAI.QMAGE:DpOR$,W7-W9 '1'1FR1 K E:• nra�j ngS fnr door, h M bn fgcf `na,PrQdLick Code '(MPC) G PAN-1E448': 102645=Rev07, X. door size 12T' x 18=0 +.50/ 56' PSP (design load) 1032.8$-Rev03, max. door size 14',2' x 18'0", +50/.'-.5'6-56 PsF .(design load TABLE 7 Drawings for door with_ rina Product rade (MpQ) EAN 2F443: . 104067 :Rev02 'maxi,'door. size 16'2" x "16 �",' *46 6/-52 pSP (design '.load) 104121;`Rev03' max: daor sm ze 9'0" x 1.6;'0", X50/-,5:8 �sF ,(design 1 oad). TABLE ii, Drawin `"s for doors with anu actur n DSIE-1F47i 1.04119 R0v04' max: door size ze 9'0.. x 1.6'> ", +54/-60 PSF esi gn Taad) :1 4038-Rev02, malt. door size 16'.2 x 16-'0", X46 6/'=S2 PSP (deslgrti load) i TABLE.9: Drawin s`for doors with Manuf cturin U=iP171 104185 `ReV01 ' Max: door' size 9'0"' x 16' ", +48 -50 PSP. esign Toad) 1042804Rev01�; max: door size 16,'2" x 16-'0 , +46 6/-52 0s0 (design"load) 104281 `kev01 max.. door size 18'2" x 16'0", 4 6/-50 PSF (design: load)' u t. ode':MPC DSIU0-1�K479: 104277-Rev02; Max,.' oor size 9 0 x 16''0' , X54/ 68PSF "(design load), ;. ]04278= Rev02, max.: door ;si;ze 16'2-!' x 16?:V) +46 6/-52 ,PsF (design load) B ,,, w. M of t` elh `'Product Code MPC 'C-DSU 7' 104112-Rev01 max. doomsize 16' "- X 18;'0' ► +50/ 56 psF (design Load) TAIL, Drawn s±Qr doors>With MandfactUt-i g Product Code (MPC),00si 1 1D4.47:: 104245 Rev01 max.: oor'.=s7z"e 12'.2 x 18'0' , 4a52/,-5.8 PSF`(design load) Test,Reports: ATL 0428.01 09 (6/30/09), 1112.01-96 (11/1.3/96), 0808.01 b6 (10/12/06);0305,01'- os"{5/2a/oto), 0924 Oz 02 (10/29/02),,bs23 01 b6 ( 2/18/06)r 0827.01-04 (10/22/04), 1008 01=07 (11/5/07), 0646 01=05 (7/29J05);:.Q107.,01 0,9`(2%2%09), 1018.01-04 (7/13/1.0), 0415 01-b8 (5/]5/0$), 033,1;.•01 0.8 (5/9 3/.©8), 1106.01-07 (1j%Z9/07), 01,28 OX :08 (3J13/08), 0327,01-08 (5/1"3/08), 0610 01 0$ (7/iF/.08) 1,262'0-:M(]2J17/08) 121:0 01:-08 (12/17/08), 0609 01-Q9 (7/2$/09)`, 0512:01 :09 (6%22/09.}, 0127 bi-09 (2/4/09)1 HET-1 95. 494 &'95749,6.(1:0/Z3/95)- 94-252,&,94-254 (7%29%97:), 02-1267 &-'02 1268 (1.1/21/02), 03-1358,8c 03 1359 (11/19/03) These reports documents c6mpiiance with the TAS test,ing standards and are signed by David �ahnson (FL, PE:,61.915), ATI: or WIIIIam Mehner (FL PE 7496); ATL or Hecfior Medina (FL PE"_O'8'), 'HETI or Rafael Droz-Bede (FL PE:39228); HETI: PE"* O' . dot�.V_ Jtb PC: e2 1 , These doors consist' z" thick steel pan sections With min 25 ga': (0 019") $Dins Tine steel skin Is at least 04:0 DDS per ASTM A653. The maximum section height. is 21" These doors iimay have optional Impact,Resistant Glazing (molded) Optional Impact=Resistant.Giazing isa orie .piece injection moiled front frame and'glzing .The following .models are,at least structurally equivalent to: the,tested door:° 73, 75:6RST; a 42, 428 84k; 94. 98 4AST;4F. 48-, 4813, 1500, 19.% 55, "55S Not all;'modeIIs may be, shown;.on a given drawing. 0AGE;2 of 5 FILES CBP..C_111215:A.1 'EVALUATTON;REPDRT'FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL.GARAGe D6oRS,'.W7-w9. Product ©escrintlon for doors wit` MP pAN-2P14 : These doors consist..of.2"thick steel pan sections with min.;24 ga. '(0,0239") skiins:.The steei skiri is at least G40 DDS;per`ASTM A653..IThe,maximum section height is21%These doors may have optional Irnpact-Resistant Glazing (molded). Optional_ Ipj'pact-Resistant Glazing Isla one-piece njection-molded fronfi frame and,.glazing.;The following models are at least structurally equlvalent'to the:tested`door:`84A; 94, 98, 4RST, 4F, 48,488: Not all'models'may be sho"wn ort a given drawing; I .: - �CrDescription for doors with MPC DSIF'1F171 These doors consist of 2" double-skin insulated sections with an EPS,core laminated to both skins. Both inner and outer skins are mire: 27 ga. (0 0�6") G40 DDS: e per ASTM A65S, The maximum.section, heightas.2V. These_doors may have optional Impact-Resistant Glazing (molded). Optional Impact.-Resistant Glazing;is a, one piece injection-molded front frame glazing,. The following models"are at least structurally equivalent to.the tested door-4300, 4361, 431.,0; 44400, 4461, Hbb,; HDGLj HDGF;:66, 66G, 67`67G,"68, 68G, 6260, 6201, 6203, SP200,,SF200 ,SE200. Not ail models may be shown on a:, Wen drawing; Product Description for doors with'_MPC D:SIEQ-1M4 ,_L These doors consist of a base 2"`double=skin insula>red sectlon with an.r=pS cope laminated to both skins Pecaratiye overlays are attached to the oxterior skin, addirg not;more'than S/8 tothe-total thickness: BothAhher and outer skins are min.; 27'`gal (0:.0.16")`G40'G5 Type B per ASTM A653 The maximum sectlon height is 241.The following models are at least structurally eOgiyaIpnt to the tested door: CGnnCPnn, Henn, GXnn,.SXnn,:AGnn.;Note that`nn' represents:the arrangement of the decorative overlays':Not all-models may be shown on a given drawing. E0 art Descritl a�doors with MPC C-PAN-11F448: These doors consist of 2" thick steel para doors with.min.,24 ga (0 022") outer skins The steel;skin is at lease G40 CS=B'per ASTM A653 The maximum sectlon height is-24' The following models are at.least structurally equivalent to the tested door: 524, 520, :'4, 61. dS7 Not all models'may be §hown on a given,d'rawing.. Product description for doors with MPr PAN 2F443 These.door.''cons' ii st of 2"thick steel pan.doors with min 24 ga,, (0.0,2,2!) outer skins The sted.Wh is at least G40 DDS1`per ASTM;AG53 The maximum°section height Is Z4":;'These doors.may have.optional I`hipact-Resistant Glazing (Aluminum): C}p, onal RnOctm.Resistant Glazing is an aluminum front'frame and:a separate,polycarbonate lazin The followin models,are. afi least structurally.equivalent tot AAested;'door: g 9 g G45, GS4, GD4S, GR45, d4SV; GSWV GD4SV.: GR4S.17, E�}S 1 D15", E4S1/, ItD4SV MR4S, SS4:1.AMS; MR4SU SS4V 'AR4SV. Not ail moriels may be;shown on.a elven drawing. Product b6scrit'tion for doors with MPC .S E 1 _421 These doors onsist' f 2"double=skin insulated sections with an EPS corp: laminated to both skins, Both inner and outer. skins are min. 27 ga (6.6-W) G46 DDS per.ASTM A653 The, maximum section heights 24'. These doors;may have optional Impact Resistant Glazing (Aluminum) Optional Impact Resistant Glazing.is an alum�nutri front ftame`and:6 separate polycarbonate glazing: The following models are i i 'RAGE 3 ar 5 FILE'CBPC_1112157A:1 f EVALUATIONREPORT-POR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,_W7-W9 at east structurally equivalent to`the tested door: GD2SP, GR2SP,'GD2LP, GR2LP, 4R2SP;-AR2LP-, EWSP, ED2LP, 430.2, HDGC, 6202, M.FC68,4305; HMR, MFR68,.6205, SFR68. Not`alY models may be;shown 6n a given draiwing Pr6dijd 6eg�rl ;66 for doors:With These doors:oonslstof 2'thick steel pab doors with min. �25 gay,(0.0"19") outer skins. The steel skin is at least G40 DDS.per ASTM,A653, The.maximum section height is V% The fbilowing madels'are_at.least structurally equivalent'ib the ested door: 76, 76V. ° Product Description for doors with. MPC DSjQ F17j These doors"consist'af Z"double=skin insulated sections with polyurethane insulation foamed in place;between both skins Both inner and"0uter skins'are min. 27 ga (0 016 ) G40 DDper ASTM A6S3. The maximum section height is 21" These doors may have optional zm`pact-Resistant Glazing in either'the:tcp rection or`the nextr t67the top section. 00tion41mpact-Resistant Glazing is a one one -molded front frame and glazing. The following models are at`least:: tructurally'equivalent.to the tested'door: 0,150.2"O HD020, HDPL20, 7200, 7201,,7203; 8200 8201; i263"91200 9201, 9203. Not ail models maybe shown on,a given drawing. Product Description for doors with MPC DSIU0�11<479. se.. oors consist of"a base 2"double-skin insulated.section w.ith "po,iyurethane Insulatl6i foamed in place between both.skins.. Decorative overlays and optional cladding are attached to the exterlar skin, adding not'.more than "to the total thickness. Both:'inner and outer skins are.min. 27,ga. (0 01,6") 640 CS Type.i3,per ASTM A653 The maximumse . ction height is 24 Thefollowing i odeis are.at least si:ructurally.equivalent to,the„tested door.; CAN2nn-XX, GLN2nn-XX, MWL2nn-}CX Note that`n,n' represents the,arrangement of the decorative overiays;and `.XX` represents the type of eladding IVot all modals may be 'shownon a given'drawing'. Pod„g_ct,Descripfigaldr doors with MPC C-DSIE-117447:' Th%'ese doors consist',of 2” doubieskin insulated-sections with an EPS :core laminated to:both`min. 24 ga (0.019") exterior and 27:ga. (0.016") interior skins. The ° steel skins are:at least 640 CSFB per ASTM A653, The:.tI aximUm sectid6 height Is 24". The fallewing modeis,are at leash structurally`"equivalent to;the tested door; 3200, 3"205; 3220, 240;:2406..N:ot ail models may be shown on a-given drawing. Product description'for doors"with MPC C-DSIV-IF4 These doors consist;oF a base 2':'double-skin insulated section:with polyurethane insulation foamed In place'.between both sklr' Both inner and.outer skins are min, 27 of ga '(0"6�6 )-640 GS Type B Per ASTM A653.-The rnaxirnu;m section height is 24% The following models are;at least structurally equi'valent,to theaested door: 3720,,C7X20,, 24001 3722,-COX2-2,-37-24,'C7X24. Not all models may be shown on a given drawing. ascription for doors with MPC C-DSIV-1D447• These doors consist of a base 1-3/4' (min.) double-skin insulated.section with polyueethane,thsulatI66 foamed in-piaci between both skins. Both inner and outer skins are min. 27 ga: (0 01`6") 640 CS Type B per ASTM A6S3. The maximum.section height Is 24": The foilowing models are at least structurally equivalent to the tested-door: WEAr0 5, FILE:C6PC,,_111215-A.1 i EyALUATmoN REPORTFOR CLOPAY BUILDING PRODUCTS COMPANY$EMONAL GARAGE Dom,,W7-_W9 3717, C7X17, 3718, CMB,,3720,.C7X20, 240U .372.2,. COX22, 3724, 'C7XZ4 ;Not all models may be shown on a given drawing. Irrpa�t Resisfiant Glazing (iHoldecl�, The optional Impact resistant glazing is`an Injection-molded polycarbonate on frame and glazing (GE LEXAN SLk432T) that.is an approved Ci plastic in,accordance .-'w th testing:'required°by FBC 6 2612 Apprava[:based`on review,p,the following tests: HETI 06 Ag02'ASTNi 6155; HETI-q6 T566 ASTM 1368 ("before);HETI 06-T634 STMI D638 I(after), ETC 06-102447496 -O ASTM D2843,`ASTM 13635;ASTM 131929: Impact Resistant Glazing lAluminum) The optla 'al lnmpp;V,r;.esistant glazing is an al�rminum fro 't`frame and a:separate polycarbonate,gla2ing that is an approved Ci plastic in accordance with=testing required by FBC B 2612. Approves polycarbonate materials;are Sabic IP`Lexa,i $q34 (versions also approved MR1Q 06.30, 90318, 90316;98317, 98311, `9014,,903s8) and Bayer Makrblon GF (versions else approved SL,A , AS Approval based on review of NOA 13 q7 7,01 (Sable IP, exp. 7/17/18):;and NQA 12=0605:0:5 (Bayer; .exp, Ltatons , Tf a drawings) cited aboy-e are on explicit part of this evaluation:report: The text of thisx repork does not attempt to address:all des(gn details and relies ori.the: illustrations and text of these drawings as wall ]ambs, lintels, sills or`other structural elements required to prepare openings; are oat covered: The design"of the'supporting structural eierneris "shall fie the. e reg'ponsibility of the professfbnaI , recoh for the building or structure and in accordance with current building codes'for the"loads l sfied.on the dr*in�(s} referenced above. ..... it stallatian requirements per the relevant horida Administrative Rule,- including attachments, are detailed on the;'drawing(s) listedabove Installation must b' in accordance with' manufacturer's installation instructions and:must be as shown on the drawings) Usfied abovE: The manufacturer's licensed. design professional listed on the drawings) has"reviewed the attachment details and installation requirements: Signature: H" �� � � •r .••��" IjI U � - a NO 63286 . , Florida P' E.,:No 6328, STATE OF. :W": Date i' I� •••y0 IQNAy'�'���� 6 PAGE S'0�-8: FILE::CBRC_i112i.5=A.1 Florida Building Code Online Page 1 of 2 77 I-Ell, Florida Depilme'v SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ( FBC Staff SCIS Site Map Links i Search Bus�nes Professi�l Product Approval .USER:Public User Regulation f1619;!!ilr Florida Building Code Online Page 2 of 2 Badr Noxi Contact Us;;Boa Korth Monroe street Tallahassee FL 32399 Phone:a50.487-1824 J The State of Florida is an ANEW employer,Conyrfaht 2007-2013 State of Florida.:;Privacy Statement::A roas@ility Stat Ment::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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click h=e. Product ((Approval Accepts: 0 SWIM `ase'x'iVes t . C hUps://fli,ridabuildiiig.org/pr/pr_app_�chek.aspx 5/19/2016