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Home My WebLink AboutProduct Approval Florida Building Code Online � � r { BCIS Home { Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications { FBC Staff { BCIS Site Map Links Search i Florida Product Approval USER:Public User 5a:arvrertrr�Yn Product Approval Menu>Product or Application Search>Application List>Application Detail y FL# FL12765-R4 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer ]anus International Corporation Address/Phone/Email 134 East Luke(Road Temple,GA 3Q179 (770)562-2850 Ext 360 curts@janusintl.com i Authorized Signature Curtis Schroeder curts@janusintl.com Technical Representative Curtis L.Schr leder Address/Phone/Email 134 Janus International Blvd. Temple,GA 30179 (770)562-2850 Ext360 curts@janusinl I.com Quality Assurance Representative Jake Lyons Address/Phone/Email 134 Janus International Blvd. Temple,GA 30179 (770)562-2850 Ext304 jakel@janusintl.com Category Exterior Doors Subcategory Roll-Up Extern r Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional En°gineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Joseph H. Dixon,Jr Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute I Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas,P.E. ❑ Validation Checklist-Hard a py Received ' Certificate of Independence FL12765 R4 COI 29018 cert of fi. indep.odf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr�_app_dtl.aspx?pararn=wGEVXQwtDgsmFBcODh9XI 1... 5/8/2017 _Florida Building Code Online Page 2 of 3 I Sections from the Code -R I affirm thatlthere are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Forida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ()N/A Y FL12765 R4 COC 35008 self affirm 12765 R3.odf Product Approval Method Method 1 Option D Date Submitted 03/10/2015 Date Validated 03/10/2015 Date Pending FBC Approval Date Approved 03/15/2015 Summary of Products FL# Model,Number or Name Descriptions 12765.1 Series 1100 Series 1100 26 Gauge Door Assebmly Max Size: 8'-8"x 14'-0" Limits of Use Installation�lInstructions Approved for use in HVHZ: No FL12765 R4 II 29018 Dwg T1012 Rev A.Ddf Approved for use outside HVHZ:Yes FL12765 R4 II 29018 install1750 1100pdf Impact Resistant:No Verified By:(Joseph H.Dixon,Jr.7768 Design Pressure: +24.4/-27 Created by Independent Third f Party: No Other:Not for use in High Velocity Hurricane Zones Evaluation Reports it FL12765 R4 AE ER-09-00084R.odf Created by Independent Third Party:Yes i a 12765.2 Series 1100 Series 1100-26 Gauge Door Assembly Max Size: 10'-0"x 14'-0" I, Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 II 29018 Dwg T1013 Rev A.Ddf Approved for use outside HVHZ:Yes FL12765 R4 II 29018 install1750 1100.Ddf Impact Resistant:No Verified By:l]oseph H. Dixon,'lJr. 7768 Design Pressure:+19.4/-22.7 Created by Independent Third Party: No Other:Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R4 AE ER-09-00081R.pdf Created by Independent Third Party:Yes 12765.3 Series 3100 Series 3100-26 Gauge Door Assembly Max Size: 16-0"x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 II 34012 Dwg T1004 E.pdf Approved for use outside HVHZ:Yes FL12765 R4 II 34022 Mod 3100 inst instr.odf Impact Resistant:No Verified Byy Joseph H. Dixon,l]r.7768 Design Pressure:+36/-41 Created by Independent Third Party: No Other:+36/-41 psf at 12'-0"wide.Varying loads are Evaluation(Reports I shown for widths 8'-0"to 16'-0".Not for use in High Velocity FL12765 R4 AE M3100 FL12765 11005G P2.Ddf Hurricane Zones Created by(Independent Third Party: Yes i 12765.4 Series 3100 Series 3100'-26 Gauge Door assembly Max Size: 20'-0"x 20'-0" Limits of Use Installation Instructions I Approved for use in HVHZ: No FL12765 R4 I1 32041 FL T1005-F 0002.pdf Approved for use outside HVHZ:Yes FL12765 R4 II 34022 Mod 3100 inst instr.Ddf Impact Resistant: No Verified By: Joseph H.Dixon,J Jr.7768 Design Pressure: +35/-38 Created by Independent ThirdParty: No Other:+35/-38 psf at 16'-0"wide.Varying loads are Evaluation;Reports shown.for widths 15'-0"to 20'-0".Not for use in High FL12765 R4 AE 32041 ER-09-0007-R2 120112 0005.Ddf Velocity Hurricane Zones Created bylIndependent Third Party:Yes 12765.5 Series 750 Series 750�'26 Gauge Door Assembly Max Size: 3'-0"x 12'-0" 1 1 Limits of Use Installation Instructions Approved for use in HVHZ:No FL12765 1�4 II 29018 Dwg T1000 Rev B.Ddf Approved for use outside HVHZ:Yes FL12765 R4 II 29018 install 750 1100.Ddf Impact Resistant:No Verified By. Joseph H. Dixon;Jr.7768 Design Pressure:+35/-45 Created bylIndependent Third Party: No Other:Not for use in High Velocity Hurricane Zones Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEV IQwtDgsmt"{eODh9XIl... 5/8/2017 %% �jQ °1°•••°°1 •O� v py��\,�GENS1•: . ,o. 7768 ° - /// 'o STATE OF t eRACI@TATTAI>W'NT CI / S�ONA`�� ® EVISIONS REV DESCRIPTIONRN DATE APPROV . wN I•Is•Iw oPDUTcrA xe• CONCRLTFIFItlm elxx:FnwERswmTtaar,vex tmr•LOIm Tpi1WIDC1WNurERAnoraxsye• DROOM REQUIRED ++� A,wx•,ee DRAWING RELb1SE ta1-03 M SrEEL'NR Bali,O0.;Y610Z FUt•L01Q Fpi EIEGTRC OPERATx?V:TJB' I' .OIIDVTS°E DT DNNN IXiNE:E•1Ir /j/ 1 ooElm+D VERr1DAl NORlzoxru .eel --• +� 1 �°'KI B ADOOGLN GUIDE ��aa orMA NOTE:RICM R9EpiNE N9WN 1 , -Dx.•W tlommNr4 r-B.RRElr95lArFL/f"f 111{ HCgt(I �' �' -�- (MEL) C NOTE REVISION 5-17-09 CS �SMNCAMD]I' pY1• / F-W TRR'+ 9P 20• 90• '� °R MP�1w1E6N 0 AamTen goOToN ". 12 CS Ira uAlrwAU DFEIAOw1DTx ra P.LOwElDEO E 7COEn CN E--VALVES 2-2B-19 CS CI o R 2X R.109 T-T Ib'iEEU I.10! ALL COMPONENTS SNA11 BE .l af• 21• ASTM A653STEELWUN .. KLIOROON 1Pd WINDBAR FY1KROALYAD A -0 �.'• E i G,r- A 2r LEDO Lr T Iln.rne,� TNRu L 1D00 1.500 .- ovER a' Mo •' is os,o. a ar .1m Ica• xaoo I•. tD • ' O a a 1.F15 wIx Ica GUIDE s ET a n �ALtas WER Ica n1ca PLwwEin gpucreTDFllLeoeLoa AUIw THau a a m1zoL M.x ywox malwx ,\ WO wuL o wIr `�a�.cnnmum 1�rt�C7{ir L;Loi r 0�.c�Lwx IIaF geN9A:) oCK JIL®5 mlr oD.i°x IDd e i DYRTAw—'- SEE OF TAILA 7 Yte•p WtE 1• O�KNl r O Ir oL.WI sTUD.JAMAD usr+a twu x rSELP tltluAW$CREW °I ulMei`�. SIDE VIEW INSIDE ELEVATION -e0rtixLI BLRAs�.- � ,(_L 120A1.1051EVOEMW"NO DETAIL sr- - 1.125 R1.632 WmE MDLW-RATE ZB GA.ODRTAM PANEL DETARA I•nTear COMMERCAL 10` _ IINSTAIi ON eOTN,Mlm.4 FOR PaooMu�am. E�ETATTACMLSLTTOMi I rLe'vpxW1 WINDLOCK I I eY IARAL eyxp.pq, ASTM A653 GR 90 ZINC COATED STEEL ' - PREpA1NTED WITH FULL COAT OF PRIMER AND - MATERIAL.GOO I_-.f_.. BAKED SILICONIZED POLYESTER FINISH COAT 90• I ASTM A653 - IxmwlswwssTTcr ^m n:•nmru. STRUCTURAL STEEL. vwlule•n, GRADE 50.CLASS 1 25D +� TIESECONFIOFMMLDOpIMENreSUOWTTEDWr AJSCONTANR60 TICNOFAPROPIETMYNATURE JANUS INTERNATIONAL CORPORATION - - -- �— -- J-I -- - - -- — ----100`� __ - _ Aro N.rwree ne�mucEC OA usEDTC Mua,EAcnmEANrneNO INPAKronlN wnoLE FVRANr _ -135 JANUS.INTERNAT{ONAL BLV.D TEMPLE,GA 30179 - 2X R.108 �wlaosE OT+EH THAN nutwHulm NECessuly TOLLI'IiFPAMTxZ/OFIwsDEENa+eam+a vmNDur—"" rNE ExPaEse PEnucefoNOF awuswNlpl MAriEDAILDouAENTaArAt7I TII9E 770582-265D/Fax T70-562-2264 S70 m 2014 Janus Interna60nal Corpore0on AN Rights Reserved UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES.TOLERANCES USTED BELOW. uxrnlrnelne .116Tr � __ CERTIFIED WIND LOAD RATED 01 GA) gp• DECIMAL FRACTIONS ANGLES HOLE DIAMETERS 26 GA SERIES 3100 DOOR ASSEMBLY x.xx N-04.W H-1/18• .40.37 UNDER D261 :o� BECKY NELSON 1.31-03 MAX.SIZE 16•-0'X 2D'-0• �-- 3.036 -� x.)= N-0.D05' 1111 0.261-O.600 T1004 E MILLS 1-31-03SEE SHEET 2 FOR NOTES ovERDsoo � ooN ILLS 1-31-03 NONE ""° 1 2 e; 'y No. 7768 'a STATE OF 9TEEL DLMBs-LH DULOE LTOLARSNOWtI III f f 1111t� 1>A«t REVISIONS REV DESCRIPTION DATE APPROVAL a+TUEDmDarie- 1 DRAWING RELEASE 141-03 I DM Exu:mq sreel 'q' STEEL ' A GUIDE ATTACH AT TOE 11.13-03 1 DM aw 'W"OiN YniTiEssFD.NFI-� A�'BxxHaesY F••--' t -E.OTexi6nEl a ADD GUIDE OPTION) 3-1 3 M DM °� JAITB YIF'MN "®120L.MAYr rlAlsl-t -a«n TMc�Eas a'e•xr r: :••� C NOTE REVISION , 7 CS I`:%% i�FA+BEOMENr or •.eN vrwGASE YATE,gtL .� •. D ADDEDTSRACI(ETOPTION 1,40-13 CS •s�c�r ,wuxr I '__y-..stssaasL'I° _ toa`Y •. •:�.•.' E ADDEDC-IEDPSFVXLMS 2-28-14 CS O,roc"" 1 saEw,wuxl• w�-u x,•O,z os.Lw •'rac.uAx ,•' ALLOWABLE TRANSVERSE DESIGN WIND LOADS . IeoruLoaTxwt CURTAIN (PSF) .L cMTCURTAIN1 cLmTAN cV^*A°+ MAX MAX DESIGN LOAD DESIGN LOAD ss,L---. wswLoae AnADI yr _. wwnoaswnAcx -wlNolous wnw<N wrsxaasAnAw wlrNaFACNv,re wTm:EArnYlre yr---. AmmasLCNvlre Ymnzuwv,s•D yr DOOR DOOR POSITIVE NEGATIVENETwA:mA,Lo RNETGSIND RLLreD I "^'•* �*t° �+� i WIDTH HEIGHT (PSF) (PS L wtwtonl@E Dwtn L W9LLOOLGevegvorl¢t o141•owon, I WWt,AwTION ooRRuc.ArtTN ' W*mLxA mLVEmonER •F°z wwn°cxmLverwoTleR - I 8'-0" 20'-0" 77.4 86.4 I-• - `aRucAra"-- `° wTM;'et' - cao"'°'`t'°" --- 91•0• 20'-0" 61.3 68.9 OPiKNt DPrquv r IW-0• 20'-0" 50.2 56.7 OPTION CONCRETE(F1LIED BLOCK LVASS¢ RN DULDE AtouNr sNoriu 11'-0' 20'-0' 42.1 47.7 17-0" 20'-0" 36.0 41.0 13'-0" 20'-0" 31.3 35.8 14'-0" 20'-0" 27.5 31.6 w•anRn l w•m INII _ •' 15'-0• 20'-0" 24.5 28.1 16'-0" 20'-0" 22.0 25.3 000g MDurnwsRADFErDETAA vOUrytFI '•"^ .-iw LPLFI amrAw anTrAN su lvlsl N-,IQLPtcI --- mxncrF ;., m•o cvKAtrt •W30(Nf) WiOIPLFI 'I� •••' CONGiCTPIIILLED ELOCK UAMB6 � ' �. �•t'� RN M DE MOUNT SHOWN ". SSUPERIUMSED LOAD WQRAL40PTpNS IJ 1 O \••+ '.mma I•{. SL2€RAL NOTES t:.: R', �. 1.TMSgOLL�R000R GYSTEM L4(-KA EREQ:COROANCENTI PRILOIIRESFDRNOCOOE(FBCI AIA .•'M. \ NIERNATMINAL OURDNOODOE f.D1 THE REOUA DESIGNWIND PRESSURES FORADOOR N ANY PARTIWtAR BMLDNO SIMLL BE OEIERNNEDNACCOROANOE WITH 9ECTKIN IBOBOi IIF FBC.NCAOE �' \ Au kN501CTgN90VISDE OF RARIp,�REOVNEO DES13N W9APRESSUNE9 MAY SEDEIER,ANEO N- - -S'^�"�•'O1A1°N6° _ 5> nn4�.Vn61F�� ` \ �A .EL711fNL5ECrID i=OFT WORWLINTNEtOGLYU0DN0000ENET FORM �r��N wAa� OT\ O •� _ _ wAaaT __ ].T16g01L1P000RHA3EEENSLCCFM5 YTESTEDALCORDNOTOTIEIINIFO UATCURWiE E I U :'!• \y TEST OELO.ArESJIDIJlOF IAX l00TO3AFElY RE56TAP0GRNEANONEDtTNE'M11k LDADA$ �_____ _.___...___ j ,eyr NOTED BELaW.A TEST LOAD OF IS x DESAi!11LLD N/aM- awm DFSmN IOAD.4"°PSi WEOOEE0.1Sw N eoiwerS RtTlwtc Yr 3.WNO LOADS FOR BUMNG DPENINGssN-M DETERMNED BY A PROFESSIONAL ENOoIEER GSPA Co,Ymte OATMTee W ett t Tlau eanMowl,a' AWROPRWIE WHD EpF"^AAU Dt3WN CRITERIA iN6 DOOR MAY OE-LWlAE THE DESIGN LOAD A'ESrFFgi r DOISTiatlO DW�MtYUT 6REL 11 DaNN06 W60MfI. IALceuwNm"Ad u,W,. MEEISOR E%CEEOS THE OE3pN LOAD FOR iNE SUIf•q OPEHNR FUCEu wrnmr,floagR. A.91PER►@OSED LOADS ON THE JAABS FROM TMS DWRME DF.Sb.ED A9 wAND V/IQiEN. PutIA.AIBFR eaNTRAGipRSNMLINAVEmI¢IDMENGREEgVERFYADEgMGYOFBInDtASTRUCTWETOqE915i TMeseaolaloF�TILALDoaIETrrssusurTmeraDn,sea+rANNFDRMATIONOFAPROPRETARrNATURE )ANUS INTERNATIONAL CORPORATION --`---- -'-- -'-'-StDEWY WLOAWVAw: - - - �ANG NAY NOi eElarRODVe,D OgJISEO TO_MAIUFACIWEAAItTMGNPAaTORNVMOIEFMAeIY MATOR.L---__ -=135 JANUSINTERNATIONAL-BLVO-TEMPLE;-GA-30179-- - - ---W--- PMPOSEOTH,O1THANTHATWM HmNECLS4ARv FM PREPARATION OF OIOS OF ENODBERBA WIn10uT - F.Au wELLallo sIw1SE PERFMME0 BY 0I 9EO WELDERS NA RDANCE WRN A.Ws 8PEcsxwmra, TM:EtwREss PERLILSSION OF�ANus VRRC11 wr RECALL DOCUMENTSAT AHYTtME. 770562-2B50/FaR 770-562-2264 LATEST EDITION.ALL MIMING ELECTTKIDES SN4L CONFORM TO AWS.M.1 ORKDE E.M. O.DOORa SMALL DE PADYpED-1 LOCK--SAT THE DPTKN OFr OWWR. 02014 Janus lntemetional Corporation AN Rights Reserved T.NI 60L79AND WASM!RB SNNLeE WLVANUEDM STA M STEEL WITH A FOa¢ILT TENSILE-NGt UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES.TOLERANCES LISTED BELOW. DI VAFIwC ornaxs CERTIFIED WIND LOAD RATED aDw BWOON ERRFImTT LAm PATMLEaNaTESTREPORTSND.cu,oaavFDRTNRaLx,N DECIMAL FRACTIONS ANGLES HOLEDUWETERs 26GASERIES3100DOORASSEMBLY OLM-mLL MAAA8-0 ND. Hw W cart TDEOFOUDE ATTACNLwrro lAle. A..Ravus ,.n °'ANCHOR NO-AA FDRND.DWM.AD,.N.FFL.LDFLRmAN�MWRN,FPPP.DRDM,. X •I-ob= •-0'3a UNDER 0.251 :a- BECKY NELSON MAX.SIZE 16'-0"X20'-0" M `H NDTMXL-uoN %10Y= •�O. , -31-03 o� B T1004 AE c.AHCNORsypeyos NSTALLEDNACCOFIDNCEW cme.DFACtLwERS SPECi1GT10ND. 0151-O.fi00 DON MILLS 1.31-03 10,GOOK DPERATIOIITYFE TO BEPUSN-IA.NANDC VF MELECiWD, /I.GDIOE TO lAl9AnICXMENTFAGTe1EH39E0PlF'FROY ROMAWD A'BELOW TOPOF TILE WALL OPEHPKL. OVER D.sDD ;tea ATs"wYo: n v n.TEarooMwALLorvNND CTtE:,z••vx M-m. DON MILLS 1-31-03 ` NONE 2 2