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HomeMy WebLinkAboutProduct Approval Y, ,Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics ' Submit Surcharge I Stats&Facts ? Publications Contact Us BCIS Site Map i Links Search b Product Approval 12 P ,� USER:Public User Product Aporoval Menu>Product or Aoolication Search>Application List>Application Detail ! FL# FL12765-R Application Type Affirmation I Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Janus International Group,LLC. Address/Phone/Email 135 Janus International Blvd. I Temple,GA 30179 (770)562-6135 Ext 360 curts@janusintl.com i Authorized Signature Curtis Schroeder curts@janusintl.com Technical Representative Curtis L.Schroeder Address/Phone/Email 134 Janus International Blvd. Temple,GA 30179 (770)562-2850 Ext 360 curts@janusintl.com Quality Assurance Representative Jake Lyons Address/Phone/Email 134 Janus International Blvd. Temple,GA 30179 (770)562-2850 Ext304 jakel@janusintl.com i Category Exterior Doors Subcategory Roll-Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C 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 Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gordon Thomas,P.E. i 17 Validation Checklist-Hardcopy Received Certificate of Independence FL12765 R5 COI 2901.8 cert of fi,indep.pdf i Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108. File ����2005 ASTM E330 2002 TAS 201 1994 TAS 203 REVIEWED FOR CODE COMPLIANCE Equivalence of Product Standards Certified By STe L CIE COUNTY ®CC http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9XI... 1/29/2020 Florida Building Code Online Page 2 of 3 Sections from the Code 17.I 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 0Yes ®No ON/A FL12765 R5 COC FL12765 Affirm for FBC 6th 2017s.pdf Product Approval Method Method 1 Option D Date Submitted 10/04/2017 Date Validated 10/04/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summary of Products FL# Model,Number or Name Description 12765.1 Series 1100 Series 1100-26 Gauge Door Assebmly Max Size: 8'-8"x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R5 II 29018 Dwa T1012 Rev A.pdf Approved for use outside HVHZ:Yes FUL765.._R5 II 2901.8_install 750 11)QpAf Impact Resistant:No Verified By:Joseph H. Dixon,Jr.7768 Design Pressure:+24.4/-27 Created by Independent Third Party: No Other:Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AE ER=09-0008-R.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 RS II 29018 Dwo T1013 Rev A.pdf Approved for use outside HVHZ:Yes FL12765 R5 I1_29018_install 750 1100.ndf 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 R5 AE ER-09-0008-R.odf 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 R5 11 34012 Dwo T1004 E.pdf Approved for use outside HVHZ:Yes FL12765 R5 11 34022 Mod 3100 inst instr.pdf Impact Resistant: No Verified By:Joseph H. Dixon,Jr.7768 Design Pressure: +36/-41 Created by Independent Third Party: No Other:+36/-41 psf at 12'-0"wide.Varying loads are shown Evaluation Reports for widths 8'-0"to 16'-0". Not for use in High Velocity FL12765 R5 AE M3100 FL12765 T1005G P2.odf Hurricane Zones Created by Independent Third Party:Yes 12765.4 Series 3100 Series 3100-26 Gauge Door Assembly Max Size: 20'-0"x i 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL12765 R5 II 32041 FL T1005-F 0002 pdf Approved for use outside HVHZ:Yes FL12765 RS II 34022 Mod 3100 inst instr.pdf Impact Resistant:No Verified By:Joseph H.Dixon,Jr. 7768 Design Pressure: +35/-38 Created by Independent Third Party: No Other: +35/-38 psf at 16'-0"wide.Varying loads are shown Evaluation Reports for widths 15'-0"to 20'-0". Not for use in High Velocity R_12765 RS AE 32041 ER-09-0007-R2 120112 0005.pdf Hurricane Zones Created by Independent Third Party:Yes 12765.5 Series 750 Series 750-26 Gauge Door Assembly Max Size: 3'-0"x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL12765 R5 II 29018 Dwg T1000 Rev B.pdf Approved for use outside HVHZ:Yes El�1276S R5 11 29018 install 750 1100. .df Impact Resistant:No Verified By:Joseph H. Dixon,Jr.7768 Design Pressure:+35/-45 Created by Independent Third Party: No Other:Not for use in High Velocity Hurricane Zones Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgSMFBcODh9XI... 1/29/2020 �1 I I I REVISIONS HEADROOM REQUIRED REV: DESCRIPTION DATE APPROVAL BRACKET ATTACHMENT (•I FOR Pusll•up oPERAnan:...._..&Tre• DRAWING RELEASE 1-31.03 DM CONCRETERILLEO BLOCK:POWERS WEOGE&OLT,YB%t.YZ'LONC F-HAND OIINN OPEPATION:..BYe• OPEryWp yfgNFjl NOWlOmAI {OVERALL A GUIDE ATTACH AT TOE 11-13-03 DM STEEL HEX BOLT,ORE.3&16 X 1-1N'LONG FORELECTRICOMFtATION:....._T-YB• FOR OUTSIDE OF CHAIN DRIVE:.&I/B• HE— B ADD GUIDE OPTION 3 4f3-04 DM NOTE:RJGW SIDE OPJVESHOWN ] SEE �1 nauz°nru BARRELAUST—Y co ce»nA C RETEST FOR FLORIDA 9- -D5 DM HEM D RENOVEDSTDNRDS.OATES 6-17.09 CS &Y4' &Y4• OVER &T2' 20'-0'MAX WALL OPEMNG WIDTH Bd'u E ADDED'T'BRACKET OPTION 01-241Y C$ (CLEAROPENING) 11 avn F ADDED CHARTED PSF VALUES 11-07-12 CS 20 q�• M D D ueX.TSB YWIICAL �� S lo'd• ]B• p. ttP 31' .69T 108 (COnC9LX) . ]• IEADROQY .. 2X R109 ROUN I 90' 881 OR NNONE Wt2NT y ti• - OVER BRACKET , ....... ......_ _ ' mHe'dO- ISTE[D • e Q9 .O E -OC.MqX OVER I—.188 •. HEAD STOP iNRaU 2T n CURTAIN PANEL ..IT-MIN WCDBAR &I CEIIPON'NTSVSXNVALL 8E tee• PEYR ASINI OALVANIiEO P8326BB DETAIL A E mcu 2T n' 1.500 GUIDE A.AB5J GR HISLNC COATED STEEL (STEM IAMB 51 PRE WITH FULL COAT OF PRIMER AND BAKED SILICOND:EO POLYESTER FINISH COAT ?g GACURTAIN DETAIL -I J 1.Wu I 2D'-0'MAY FOR VERTICAL LC4 1 WALL DOUBLE IN*0 TNRU BOLT WAC OPENING • • CUONCRETEIFILLE0 IDE LOCKING NIJTLOCATEO AT EACH ITH HEIGHT ENO AND MIDDLE OF ANGLE. ].� rvnrneie+ti! (CLEAR OPENING) ---- BLOCK JAMBS INTERMEDIATE SINGLE BOLT _ - LOCATED 12'MAX D.C. GWE u CURTAN 07DI'10.0 UG WELJ FOR NIX1120VTAL LEG. DOUBLE 19•0 THRU BOLT FI - WITH LOCKING NUT LOCATED d ddd 211 (.022)GALV. AT MIDDLE OFANGLE.SINGLE 1%1 O&N-HOLE "- STEEL BOTTOM BAN BOLT LOCATED I2'FRCM DOUBLE Ile IR• I r ®YO.C.NAX ASTMA65JWITNW. ANO N'MAXO.C.TIB:REAFTER HORIZONTAL SLOT 2. d ddd FY•33 KSI SINGLE BOLT INBOARD OF ®9'O.C.MAX STEP PLATE S SLIDE LOCK 4- 1 (OPTICNAL AT EACH END) OPTION I IT 2ZOAW.)D.' crccl,WMes OP7ION2 ASTRAGAL STEEL EOTTOMBM USING 114.14 X 1• AS,TI ASS]WMIH D Y16'MBE SIDE VIEW INSIDE ELEVATION —BOTTOM-AR ASSEMBLY STEP PLATE n•vRs SELFPWLLxGs¢2EN 4 61ro.c.MAY (AT EACH ENO) I SLIDELOC% tOPT10NALATEM^HENOI e DOUBLE . �J rXl-1/I%.105- USLE Iw•O InINeOLT YRTN ORMCNTAL SLOT I—Er I GALV.STEEL ANGLE UOF NO NJT L°4TED AT FACN ®12'O.C.MAX 1 I ENDMO MOOLE OF"",ASTM ASSJ W4NIN, FONTINU1 WTERMEDUTE StC EBOLT J-E::::: ( � UPT 1 LIRO[MD:RITING PLATE CONTINUOUS FULL OCAIED Ir MAX O.C. 1.13 R1,63 IT IINSTILLONBnTNN�•NOB�'f°R CURTAIN WON I I � BIUCSE�NR—ENTMEMEL ADTRADAL SieP RATE (ATE—E.) 4 1 UNS ETALEU—S1 OPTION BOTTOM BAR ASSEMBLY rXI-ST EL FOR FLORIDA ONLY CAI..STEEL ANGLE 12 GA(.10.51 X.28 1 AST...- 2 BOFO—LASEAS IV CONTINSI GUIDE MOUNTING DETAIL FOR4L14— arTAIN FUlL WINDLOCK ExfJ'PrR cLaTAN nIDTM MATERIAL:G90 .24 GALV.ASTM AM TNESECONFIDENTIAI DOCUMEWSSUBMITMDBYJANIISCONTANNINl—.ATIONOFAPROPRIETARYNATURE JANUS INTERNATIONAL CORPORATION STRUCTURAL 25 AND OE NOT BE REPRODUCED OR USED TO MANUFACTURE ANYTHING IN PART MIN WHOLE FOR ANY 134 JANUS INTERNATIONAL BLVD TEMPLE,GA 30179 STEEL,GRADE PURPOSE OTHER THAN THAT WHICH IS NECESSARY FOR PREPARATION OF 8105 OF ENGINEERING WITHOUT 50,CLASS MIN `� ./0 :�111 d1f JjWRESS PERMISSION OF JANUS WHICH MAY RECALL DOCUMENTS AT ANY TIME. 770.5562-28550/Fax 770-562-2264 FY-50 KSI 57 `�% `(+IT'%/ ©2012 Janus Intematlonal Corporation All Rights Reserved `` U S SE IED DIMENSIONS ARE IN INCHES.TOLERANCES LISTED BELOW. .1zD 1.R. �� �P ^ / CERTIFIED WIND LOAD RATED 26 ."2 '\ � �•••••••yE CTIONS ANGLES HOLE DIAMETERS APPR.—S DATE GA,SERIES 3100 DOOR ASSEMBLY —3m ♦\ •• GE •••0.06T 1Ile, 1-0*30' UNDERO.251 -O.OD CURT SCHROEDER 11-07-12 MAX.SIZE:20'-0•X20'-0" 4X R.05 \ `.26 ♦ `O �' 1%009T� I. ,D.Da s¢c A"c-- REY. WINDLOCK AT 3.1/4'O.C. ,3p • 7 • •� 0.251-0.500 ♦ / �s�p '0.0� CURT SCHROEDER 11-07-12 B �" T1005 F SEE SHEET 2 FOR NOTES 65 .`. *. ®• `I vo M ovER osoo °'� • � Boot CURT SCHROEDER 11-07-12 NONE SHEET:1 OF:2 �0 ; STATE OF � �.. �ORIOP.•' °°°ois'ONALE %% I REVISIONS - GUIDE REV DESCRIPTION DATE APPROVAL LH GUIpE MOUNT SNOwN P.IEeI i FASTINGCOnCRFfE 1 aTRuep BLoa JArta DRAWING RELEASE 1.31-03 DM EXISTING STEEL A GUIDE ATTACHATTOE 11-13-03 DM °IH• EaISnHG STEELJAMB IE GA MIN It(<' �-) ENISTWG STEEL JAMB YI6-LBN fLb, TMICKNEs9 JII J,v.TM YK6'MI" B ADD GUIDE OPTION 3 413.04 DM I ONNESD .Fm, u:Neu C RETEST FOR FLORIDA 9.2e-05 DM (s.ae, row6ns WED -T Ys•x.•®roc.MAx •. �` WAIIN EMBEOMENTOF • A'd �• D REMOVED STDNRDS.DATES 9.26.05 C$ SELFdRALWG 9EL I-DRRLINc SELF-OFULUNO SCREW YI/IWBAGE MATERIN. swEwtrarlxr• SCREW tr1-uxp u�uxr�vD.c.M,vl ' E ADDED°T°BRACKET OPTION 01-20.12 C$ Brp onn 10 B•D.a wu ®y-O c.MaL F ADDED CHARTED PSF VALUES 11-07-12 CS 1 tBDTH LOCATIONS) r cw TaN r X' r ALLOWABLE TRANSVERSE DESIGN WIND LOADS CURTAIN C.`NTL CUFITNN WITHLocxs ATTACH 1 WNDLDa H ArTApNT110 1 (PSF) YATN 2 EAt]1 NS 0 WINDlOGxSATTACH NTTX 2 FALH 1H6`B 'INOLOCKS ATTACH 1? RIVETSONGCAATED +�- YATN 2fAC,f YIS`0 w RIVETSSZMC COATED W HtEACH YI6`0 Iz PIVETS-ZING COATED VETS-zINC COATEo MAX MAX DESIGN LOAD DESIGN LOAD YAXOLOCN@@ ENEaY OPEAING W WTN COHRUGATUN.EXCLURING W-CCK@ EVERY ODIER ,�a IXH- DOOR DOOR POSITIVE NEGATIVE SEAMED GOaftUGAnCN4 CDRRVOAnON canmwARONp awwG OU�� enRr CURTAIN SHEET STANEDCOFRUCAT)OH5 WIDTH- PSF PSF -.DYI• 0-01I pvr�rns QP714N� COXCRETEIFILLEDBL"JAMES 15'-0" 20'-0- 38.9 42.2 RH GUIDE MOUNT SHOWN 16'-0" 20.'-0" 35.0 38.0 'e. 17'-O" 20'-0" 31.7 34.5 Yy.zs,...F, J W•2e,(PLf) 18'-0" 20'-0" 29.0 31.5 19'-0" 20'-0' 26.6 28.9 VA.HTD IPLFI V (PCP) 20'-0" 20'-0" 24.5 26.7 VR-IWT(PLF) CURTAIN CURTAIN Va-16C](PLF) DOOR MOUNTING BRACKET DETAIL EXISTING CONCRETE EXISTING CONCRETE Vy-]OS MLT, Vy-XOS�LF) / 500 fA.500 GGNLRETEIFRIED BLOIX!ArARS RIL GLIDE Md1NT SHOWN 11.310 I-• SUPERIMPOSED LOAD DIAGRAM E GENERAL NOTES 9.B21 1.THIS ROLL-UP DOOR SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE(F8C)MO W TERNATIONAL BUILDING CODE(IBC}THE REQUIRED DESIGN WIND PRESSURES FOR A DOOR IN ANY �rumARD,.OVNrwc PARTIC-Ft BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1609 IN THE FED. CODE O� 0 7500 JURISDICTIONS OUTSIDE OF FTORIDA REWIRED DESIGN WIND PRESSURES MAY BE DETERMINED IN -1-0,AeCtl✓DANCF mTwvu VOInrtnlc OTACHttts, ACCORDANCE WITH SECTION IW9 OF THE IBC OR MTN THE LOCAL BUILDING CODE W EFFECT FOR THE WIm ASiubS]G91n - &McrFlviEipEN aRAE MTD SPECIFIC P DOOR LOCATION. 2 THIS PER ALP 003R AN BEEN SUCCESSFULLY TESTED ACCORDING TO THE UNIFORM STATIC L L PRESSURE SIDE VIEW TEST PER ASTM E700 ANDANSIlOASMA tOB TO SAFELYRESISTAPoSRIVEANO NEGATIVE WINOL LOAD AS T.RFe 36'PowFR9 -THEE XA-vOwFRS NOTED BELOW.A'EST LOAD OF 1,5 X DESIGN LOAD HAS BEEN USED. ri cD�� ESOWR>'HrnEe'Pix srE[L mERu SIDE VIEW EdRTsw,l-Nr Mn.ENOEOME"T qy,0 w CONCRLTE OR THREE x-SULEL TXRU DESIGN LOAD= PSF BDLTS HTO Mh IR`ST.L.IF EwSTwO W ROI IS INTO NN.,A'.eTFEIIi ELSTNG IS -31.0 HbONRY.FlU CELLWIT.AOPN GapUT. MAS ITY.FAL CELL Wr ZSeSPSIGRDUT, 3.WINO LOADS FOR BUILDING OPENINGS SHALL BE DETERMINED BY A PROFESSIONAL.ENGINEER USING APFROFRIATE WIND SPEEDANOOESIGN CRITERIA TINS DOOR MAY BE USED WHERE THE DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD FOR THE BUILDING OPENING. ILu lL �t CORPORATION u A.SUPECONTRACTORS LOADS ON SHALL BU JAMESILDING FROM THIS VFR1FYARE DESIGNED YOF ASVx ANDVy HEREIN. THESECONFB]ENTIAL DOCUMENTS SUBMITTED By JANUS CONTAIN INFORMATION OF A PROPRIETARY NATURE JANUS INTERNATIONAL CORPORATION CONTRACTORS SHALL VA."AVEE BUILDING ENGINEER VFWFYPDFQUPCYO<BUILOWG STRUCTURE TO RESLST SUPEftOMPOSEO LOADS VA.Vy. AFID MAY NOT BE REPRODUCEOOR USED TO MANUFACTURE ANYTHING M PART OR IN WHOLE FOR ANY PURPOSE T ��NJ TWHICH IS NECESSARY FOR PRFPARATION OF BOB OF ENGINEERING WITHOUT 134 JANUS INTERNATIONAL BLVD TEMPLE,GA 30179 S.ALL WELDING SHALLB ELONG RLAEDBVOES QUALIFIED WELDERS IN A.W.S.ACCORDANCE WITHE-70. SPECIFICATIONS, �, 1 1� qN OF JANUS WHICH MAY RECALL DOCUMENTS AT ANY TIME. LATEST EDITION.ALL.WELDING FLELTROpES SHALL CONFORM TO A.W.S.Ait GRADE E-]0. , ��- 770-562-28501Fax 770.562.2264 6.DOORS SHALL BE PROVIDED PATH LOCK MECHANISHMS AT THE OPTION OF THE OWNER / DQ 2012 Janus International Corporation A II Rights Reserved T.ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH ` U���D -61ONS ARE IN INCHES TOLERANCES LISTED BELOW. IN INCHES TOLERANCES LISTED BELOW ' OF sp KSL ��I` CERTIFIED WIND LOAD RATED 26 B.UESIONBASEDONT TO IAMSANDFIED MG LABORATORIES.INC.T TEST REPORTTTACHMNT TOJAFOR7MROUGM ,` b���ECI �� CTId01� ANGLES HOLE DIAMETERS APPROVALS DATE GUIDE ATTACHMENT TO JAMB AND N0.GT10.1A72N11 FOR TOE OF GUIDE ATTACHMENT TO JAMB. GA.SERIES 3100 DOOR ASSEMBLY �` MAX.SIZE:20'•0"X 20'-0' 9.ANCHOR NOTES: /-O°30' UNDERO.251 •.00' CURT SCHROEDER 11-07-12 A EMBEDMENTLENGTH DOES NOT INCLUDE STUCCO FINISH. = : ` X)(:C �) : -J\ -0W0 S.FOR HOLLOW MASONRY.FILE-ALL CELLS®ANCLOR WTH 2500 PSI GROUT. ` �/]_] ��}}} °O U� RE owwt N-H REV, C.ANCHORS SMALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. No. 77� b 0.251-O.S00 -0.003 CURT SCHROEDER 11-07-12 B T1005 E 10.DOOR OPERATION TYPE TO BE PUSHiJP.HANG OIAIN.ORELECTRIC. = M O WB f1.GUIOETO JAMtl AIIACNMENT FASTENERS BEGIN A-FROM FLOORAND4•BELOW TO➢OF THE WALL O➢ENINr OVER 0,500 .Doo3 12.TEST DOOR WALL OPENING SIZE:16'-U'X8'-0`. CURT SCHROEDER 11.07-12 NONE SHEET:2 OF:2 p : TOTE OF [r -1i/S10NAL �z�G