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Home My WebLink AboutProduct Approval; Roll-up Exterior Door AssembliesFlorida Building Code Online Pagel of 3 �"•Yi rrT' "fr�J 7,�M1i � �.� £i� � � _ } ..}.� z �,'�� r `+*, s, , a � Yt �'�� }��°"'�ti', v ¢. �r ri BuSmess Pr�ofesoa�al�gaii��, �� ;I , ,,,, „fit r:7,"�"�;� �tfT,'9t'u.>;+•:`��7u;.^s.k�-�st„��,.r �,b;,�t. �. I R9Pkt1o;�= aar,rruepa oai�+o�i•ic orra" zcu.Ttcf�n�rx;8CIS Home Log 1. User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Search • jProduct Approval FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12765-R4 Affirmation 2014 Approved Janus International Corporation 134 East Luke Road Temple, GA 30179 (770) 562-2850 Ext360 curts@janusintl.com Curtis Schroeder curts@janusintl.com Curtis L. Schroeder 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext360 curts@janusintl.com Jake Lyons 134 Janus International Blvd. i Temple, GA 30179 i (770) 562-2850 Ext304 jakel@janusintl.com I Exterior Doors Roll -Up Exterior Door Assemblies I Evaluation Report from a Florida Registered Architect or a - Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Joseph H. Dixon, Jr PE-7768 National Accreditation and Management Institute I 12/31/2018 Gordon Thomas, P.E. ❑ Validation Checklist - Hardcopy Received I FL12765 R4 COI 29018 cert of ii. inden.odf Standard Year ANSI/DASMA 108 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 FILE COPY http://v ww.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsmFBeODh9XI... 9/20/2016 `gig ��,�- I" - Florida Building Code Online rg ®ef— Page 2 of 3 Sections from the Code 91 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 Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 12765.1 Series 1100 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24.4/-27 Other. Not for use In High Velocity Hurricane Zones FL12765 R4 COC 35008 self affirm 12765 R3.Ddf Method 1 Option D 03/10/2015 03/10/2015 03/15/2015 Series 1100 - 26 Gauge Door Assebmly Max Size: 8'-B" x 14'-0" Installation Instructions FL12765 R4 II 29018 Dwq T1012 Rev A.Ddf FL12765 R4 TI 29018 install 750 1100.gyf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R4 AE ER-09-0008-11,odf Created by Independent Third Party: Yes 12765.2 Series 1100 Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 II 29018 Dwq T1013 Rev A.Ddf Approved for use outside HVHZ: Yes FL12765 R4 II 29018 in II 750 1100.Ddf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 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-09-0008-R.odf Created by Independent Third Party: Yes 12765.3 / I Series 3100 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +36/-41 Other: +36/-41 psf at 12'-0" wide. Varying loads are shown for widths 8'-0" to 16'-0". Not for use in High Velocity Hurricane Zones 12765.4 1 Series 3100 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-38 Other: +35/-38 psf at 16'-0" wide. Varying loads are shown for widths 15'-0" to 20'-0". Not for use In High Velocity Hurricane Zones Series 3100 - 26 Gauge Door Assembly Max Size: 16'-0" x 20'-0" Installation Instructions FL12765 R4 II 34012 Dwq T1004 E.Ddf FL12765 R4 II 34022 Mod 3100 inst instr.pdf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R4 AE M3100 FL12765 T1005G P2.odf Created by Independent Third Party: Yes Series 3100 - 26 Gauge Door Assembly Max Size: 20'-0" x 20'-0" Installation Instructions FL12765 R4 II 32041 FLT1005-F 0002.Ddf FL12765 R4 II 34022 Mod 3100 inst instr.Ddf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R4 AE 32041 ER-09-0007-R2 120112 0005.Ddf Created by Independent Third Party: Yes 12765.5 I Series 750 112ries 750 - 26 Gauge Door Assembly Max Size: 3'-0" x Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: Not for use In High Velocity Hurricane Zones Installation Instructions FL12765 R4 II 29018 Dwq T1000 Rev B.Ddf FL12765 R4 I1 29018 install 750 1100.Ddf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgsmFBcODh9XI... 9/20/2016 Florida Building Code Online Page 3 of 3 FL12765 R4 AE ER-09-0007-R.pdf Created by Independent Third Party: Yes 12765.6 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: V-0" x12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No I-LI2765 R4 I1 29018 Dwg T1001 Rev B.Ddf Approved for use outside HVHZ: Yes FL12765 R4 II 290 8 " stall 750 11QQpdf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.9/-24.4 Created by Independent Third Party: No Other: Design pressures listed Is at test width of V-0". For Evaluation Reports pressures versus widths, see Table 1, Page 4 of evaluation FL12765 R4 AE ER-09-0007-R.edf report. Not for use in High Velocity Hurricane Zones. Created by Independent Third Party: Yes 12765.7 Series 750 Series 750 - 26 Gauge Door Assembly Max Size:8'-8" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 I1 29018 Dwo T1002 Rev B.odf Approved for use outside HVHZ: Yes FL12765 R4 II 29018 install 750 1100.odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +24.4/-27.0 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R4 AE ER-09-0007-R.odf Created by Independent Third Party: Yes 12765.8 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 II 29018 Dwg T1003 Rev B odf Approved for use outside HVHZ: Yes FL12765 R4 II 29018 install 750 1100.odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 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-09-0007-R.odf Created by Independent Third Party: Yes 12765.9 Series 850-S Series 850-S, 26 Gauge Door Assembly Max Size: 8'-8" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 II 29018 Dwg T1006-S Rev B.Ddf Approved for use outside HVHZ: Yes FL12765 R4 II 29018 Install 850.odf Impact Resistant: Yes Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +46/-54 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R4 AE E11-09-0007-11.0f Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 201Z 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 dick hem . Product Approval Accepts: ®M M -Credit Card http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9XI. fr 9 ��ETC1� 9/20/2016 eRACKtTATTAC— C°ICRETFIR—aLOCJt:POM'EPS WEDOEIOLT, 3Sx tau- LOW alEEt:31E1, —T, aLa. ybte x ,-1M LQU J gUiPNT4l �ivArnoou - >a� T i MEAO a10P - ol�oc STEEL JAM85 moMAx °Iv Na Ircx.Hr ICtEAR OPe1cW1 axnAN I 1 SIDE VIEW %��QN H. D�XO� •,�� ``�� ' CEN 3 No. 7768 �: STATE OF of A ¢1 t11¢ •. �v ry FOPwa HN OPEM ANeTa '# V, F� P P; �4 NAL ,b101RRPE PF PNAN aI1NE:a•VE• e.�, . ��/ 1 i t 11111 .lose woN* ROE P wJe s�olw 1.125�1U R1.632 T COMMERCIAL T WINDLOCK MATERIAL: GW gD1 I ASTM A653 STRUCTURAL STEEL GMDE 50. CLASS 1 250 -� 100 570 115 (11 (iAy Ii go* �+- 3.038 ---� SEE SHEET 2 FOR NOTES REQUIRED OPDBlO NExIHi VEttTIGV. IIEADRocM NORRONIAL Nr °RPou TIPEU ar to- rs OVEN rn 21• 21- lvR 1P0 OVER IPP n1RU Zo-,w 2,• ea• OVER 1. TNRU Z Iwo OVER 1aa 1 t&0 OVER 190 W. ma olwoE e�we,mAvn cYA was 1-- UP1 IARGEMIOtpIfNOPLATE 1V _ (NSTAIL°N BPTN JAL®S FPR 1 J°ALesP"n`o�P"c4A�L41t �;TEEL I L THESECONFDENTMOOCUMEWSSUBMRTE°BYJANV3CONFANW'OIOUnO OFAP0.0PNETMYMTURE AIq MAYHOT ae n{FR°°yC®oR usFDT° MMufACTUxE NIYInIN° NPAitT OR N WIOLE FORANt PUPPDSEO E PRE314TM138 IBIECE9 3 FOBWYREL OF MWMATAN TWL VIITK3Uf THEEXPI1E1r PERMDBiON OF JANUSYA1x;H IMY RECALL DPCUMFIRSATANY THE 1.t4 -__ Am><.>m — DRAWING RELEASE OM 087 - r 104 carp A GUIDE ATTACH AT TOE 11.13-03 DM J I �tiy 8 ADD GUIDE OPTMN3 h13U1 DM -1 -_tTI PTEEL) m C NOTE REVISION B-17m CS oR uoLe: wirN D AOPEn-rtwtc.Er oPTON tao-tz Cs RW NELDEO I2-28-fAI CS 2XR.1W IT T ryiEfU . .,ES ALL COMPONENTS SHALL BE ASTMASS3 STEEL WM°N WINDBAR FY•33 KR DALVANUED A : • •, / ®t1iO.0 wY PEP ASTMASSt SAS// 1.500 � -T I e' .105 F 1 L . 2.000 III.1r.. 1.145 I i"--- .• ~ GUIDE InSOPLUPWELD CPNCpEIE/FAIEOBLOCR JAMafi rm,:DZM.3 N3�,,. P„A.„Y,E�aPLi EEL-9 'SELL DptlaIG SCREW our LNA%O1 •^�' 13_OA .tl Oal GUiDENWN11N4,DETAIL UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES. TOLERANCES LISTED BELOW. urtaL3awvwe: DECIMAL FRACTIONS ANGLES HOLE DIAMETERS dvwe xim 40.0w-14116- •/-0130' UNDER 0Z51 :o BECKY NELSON XJ= N-0,W51 .Gam 0.251 -O.SOD ..X3 DON MILLS OVER 0.6DO u1wYEa DON MILLS oen°PLA,MaENJI JANUS INTERNATIONAL CORPORATION 135 JANUS INTERNATIONAL BLVD TEMPLE,GA 30179 770562.285WFax 770.562.2264 O 2014 Janus Inte national Cwporallon All Rights Reserved CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY 1-31-03 MAX. SIZE 10'-0" X 20'-0' 131-03 B MM....,..LA T1004 E 1-31-03 was NONE mKei. 1 m 2 L N L ' Ex6TN09FFEL t-- AVr YTIKXiA55 srniw vWu 1• m Ir OF YAY L CUIITAN Le• ,--� - L wroLDoaAnAw +v1rH lEA01 YIr0 ruETs,-1Dm.-Eo L WFmIOCRm EVGROiF¢R cwmwATzw OP "1 w•]17otF) w-lvl) w,101110.H V.-11®I0.F1 CiNTAN C v-tw, STEEL `W1S5-lM GUB� NWM SNONT! nAFm _ IA.1 � �' HnRenB f _ sEIFmnIxFD SCREW ®1TM0.4 LLA% BBOO IDGTKRE) GLRTAN It1N01DCxe ATTACH wTM]Elol vlE•e RNEISII`CCWTEp [wND10CR m EVEwo1>aL cmlRucATRN OPT19j CONICRf:TF1fRLE0 BLOCIL JAKBS RN OUIOE SHOWN GEWRAL NOTES 1, THIS ROLLLP DOOR SYSTEMS DESNiJED NACCORDANCE MIH Tiff FLdi[DA BURDN(i WOE (FBCI AND NIERNATIONAL BWLWDq OOUE ID10E THE PEWNEDp6gNVSNDPRESSURF9 FOIL A DDOR N ANY PMTCLAAR BULDNOSHALL BE OEIFRIRNFOINALWRDANCEWLTH SECTION IMW THE FSC. N CODE MUSDITIONS OUTSIDE WNO OF FIARILVA REOLFMEO DESIGN PRESSURES LMYBEDETER6 DN CE 1Hn1 AOCORDANSECTIDN INS OF THE IBC OR WnH ilE LOLL BIFI-COM N EFFECT FOR THE SFECPC LOCAT-L 2 TT6�W MSBEENSUCCEWF=YTE9TEDACCOR MMTHEIIMFORMSTATICNRPREBSIAiE TEST PER ASTM E=ANDANSUDtSMA 1m TO SAFRYRE913TA Po$rWE AND NEOATNE VANOL LOAD AS NOTED BELOW. A TEST LOAD OF 15X DESM LOAD HAS BED]USED. DESIGN LOAD-�1-00 PSF LOADS FOR BUEONO 01>-cN SHALL BE DETEAAINEO SY A PROFESSONIL ENOSVEER USNO METS 4U WNO SPEEDAAO D6ADNORREII SuLn oop MAYB!V9W WHEIIE THE tR9GN LOAD MEEISOR EXCFE06 THE DESIGN LOADFOI] 11IE BULOD100PENNO A. SIPERII.wOSED LOADS ON THE LIME. FROM THIS DOOR ARE DESINED AS WAND VF )BREW. CONTRACTORS L HAVE BUaDNG ENGSE RVERi ADEOLLYCYOF BMLDNG STRUCTURE TO RESIST MPERRPOSEOLOADSVAW. S. ALL WaO1NGSOMLLEE PERFOnLffDITYOUALFEDWFLOERSNACCORDANCEVILM A.W89PECiF10ATO1B UIEST EpigaALL WELpNO ELECTRODES SHNLCOOFORM ro A.WS.A1.I GRADE E->0. 0. D001091NNBEPROVIDEDVRfII LC0IIECNAM51.6 AT Tiff OP1pHOF 1HE OWNER 1. ALL BOLTSAND WASIER39/WLBE GALVANI1ED00. STANt c"e S1EEllHFHA WOIJNTENSaE SiRENOM OF N 16L S. DESM BAEFD ON CFAnF1EDTE91NDlABORATORE9IVC. TESTREP SAG. OTLA-IDHW FORTIAOUON DUDE ATTALTITEMTTO L SAND RD.CTA-11BFLVFDR TOE O<OLIDEAnXNMENTTojA , a ANCNgi NOTES: A EL6EDMEMLENOTH DOES NOT BTCLUDE STUCCO NV6IL B. FOR HOLLOW LAASMJRY. FDL ALL CE119 mANCuOR WI11I ]soppy r.ROUT, C. ANLTION SOW T BE PATAIi Fn NAlLOR W. M WIM WNUFACTWERS SPECi1CxTpNs. 10. OOOR OPERATgN 7YFE To BE PUSH-W.IMFIDCINN, OR ELECTRIC. It, GUW TO JAMSATTACLLFETFTFASTEl1ERS BEORI F-FRON1 ROORANO A'saOW TOPOF THE WALL OKWk 12 . TEBrppOq WALLOPINWOBDE: I]'-PxC•0•. olko ,,. ��Q •,-.....--• • ti O •v%cElY No. 7768 'a STATE OF r �.4%- -ft OR101;••' . r - - ll;- "Fill rltuti�� vDWCCHC¢�e ORRlEO BLOb(LtM6-- I I � _-/N�iBTY T166�1 -.Rp.AM1 TWCMh35 ]TIA•m tr O.C.IIAx V*., wnmIEMBEOMNroF surNwsEwTET1W. � z r O lroc. 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TNEBE CONFpEMNL DOCULOTS 6UBLOTIED BY LINOS CONTAN NFORYAnON OFA PROPRETARY HATUIIE ANO AMT NOT BE PFPRogA:EOOR USED TO MANUFACTIFLEANYTTNO NPART OR N wNOLE FOp ANY PLIRPO9E O-M TIVJ!THATWHLTINFECESW FORMYREATroNOF B1090FENONEME WRHOUT TIE ElO'RESS PEREL6,SION OF JANUS WIOC11 VAY pECALL DOCUMEIITSATANY la1E UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCITES TOLERANCES LISTED BELOW DECIMAL FRACTIONS ANGLES HOLE DIAMETERS XJGr ooz" .I-tn6- .I.O. 7n UNDER 0.251 IXXI y-0.ow -om] 0.251-0.500 oam OVER 0,500 BECKY NELSON DON MILLS ALLOWABLE TRANSVERSE DESIGN WIND LOADS I.e., MAX DOOR WIDTH 8'-0' MAX DOOR HEIGHT 20'-0' DESIGN LOAD POSITIVE PSF 77.4 DESIGN LOAD NEGATIVE PSF 86A 91-0' 20'-0" 61.3 68.9 10'-0' 20'-0" 50.2 56.7 11'-0" 201,0" 42.1 47.7 12'-0' 20'-0" 36.0 41.0 13'-0" 20'-0" 31.3 35.8 W-V' 20'-0' 27.5 31.6 15'-0' 20'-0' 24.5 1 28-1 16'-0' 20'-0' 22.0 25.3 �KaR1NRCp1CRE1E vtBwFioaTHpOP _ .� \\ 1-31-03 1-31-03 1.31-03 u1� J M� yr FO.YHte tIDE1TC ueFBIRNTM CAxTCR ry{TIRIFE )T STEEL V UDO'SlYa6 WSKKptRitt!' JANUS INTERNATIONAL CORPORATION 135 JANUS INTERNATIONAL BLVD TEMPLE,GA 30179 770.562-2850/Fax 770-562.2264 O 2014 Janus International Corporation AA Rights Reserved CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY MAX. SIZE 16'-0' X 20'-W e = T1004 "E NONE I 1 --.. 2 _. 2