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Home My WebLink AboutCONCELED FASTENERS OR ATTACHMENTS6- p ST. LUCIE COUNTY BUILDING REVIEWED FOR COMPLIANCE, — 49 PLANS ANb PEffMIT MUST BE KEPT JOB SITE OR NO INSPECTIONS) WILVSV MADE QRACIRTAWAGII W CONCKE ILLED BLOO(:PGVEKMEDG T, ]T X—LOW S1EEl: NEX BOLT, ORD.161B X t-1N'lONO Naezouru ` I IEADF0o1A j 11' o • o i VEITICLL MFADR0011 i MEAO BrOR — IWOE OTEE: JAMBS xca NAX le T NeicnT ICLEW OMNNUI mu I CURTAN — • NO.7768 L ESE PLANS AND APROPOSED WORK * * * + ARE SUBJECT TO ANY CORRECTIONS STATE OF ¢I t//AEQUIRED BY FIELD INSPECTORS THAT COMMAY PLNECESSARY WITH ALL APPLICABLE CODES. 7� •. • NM OPFM XM'6Nr "�i " 0NAL C i011 ELECTRIC OPFMTON:Ta1' ''' l ` Orl OUfSOE 0I CNAN CRNF:OtT ^.....•. -.. �y Vt t t t t t t •t IgTE R10M E CE DRA2 6MOITN SIDEVIEW INSIDE ELEVATION ' _—BOTTW 6ARASSFNBLv 1.125 III�1F}II�11I� R1.632 Ivi- WINDLOCK ..--``% -O�dOROOM REQUIRED OPDaiO VERLIGL NOR¢ONTAL NEtlHT HFAOROOM NEAOROOL( 111RU x0- w BQ avFR TNTH RV 21- 21- 1PV OVER — TNRLI x1-TT xt' lea OVER 11W 1HRU 2T 2' WO OVER TNRUTKRt ?7 2T 13O OVER T•v NRV =r xr xB-0' BO• ASTMA653 I__. STRUCTURAL STEEL ' 25D —� GRADE 50. CLASS THESE CONFlOIXIML OXWENTO OUBMI—I BYJANIACONTAN PGpOM OFA TRDtNUETARY NATURE 1 � 100 —� 2X R.109 AND MIIY NOT IN RENLW W OR UOIJT TO MANUFACTURE N(YTNW W—M NWHOLE FORANY PURPOSE OTNE(TWLNTMTVAofJ115 NE:ESSARY iOR PREPAMTgN OF BE90i EHONEEANO WITIgUT _T�� THE EXRLEta PERMOOOH of wuswNZN MW RECALL oocuMr rtsATAN. TMe. 570 � I UNLESS 077iERWISE 6PECIRED DIMENSIONS ARE IN INCHES. TOLERANCES LISTED BELOW. .115 1 (11 CA) I 80• DECIMAL FRACTIONS ANGLES HOLE DUNETERS XJO( •1-MO301 'A1116• -1-0'30' UNDER 0.251 •BDB( �— 3.038 ---� X)00( 40.0W -0= 0.251 •0.500 :u.w3 SEE SHEET FOR NOTES OVER 0.500 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD --I 1.1E8 � DRAW NG R LEASE Wid] �[ .68x I r .109 ltc-c NNIOR A GUIDE ATTACH AT TOE 11-13.03 [ JD X.)00 B ADO GUIDE OPTKIN3 hl]M [ -C (meL)Lervo stor C NOTEREVISION &ITdS �. .881 OR NOtEMIEN D AWFUTORACXET CVfOM 1-2P12 0.WN'ELOED E AOOEDCIW(TFD PSi VALUES 2.28-1� 2XR109 I T T (BTEED - .136 ALL COMPONENTS SHALL BE - ASTMA653STEELWNAN a mrBl WINDBAR FY•33 KSI OALVANum • 1 ®13.0. PERASTMAAUGOS •• 1.f00 4• f . a' tOS 2.000 11& J GUIDE r m;:aP�IUD�MtEID CQTICRETBFlLLF-0BLD[AJu.F9 HOX us+nx+x -ODL Iron' T or r ®o .c— O Ix-ociwi l OELi r 1 S 1 'F W DRLLNG SCREW pfAtz ( BECKY NELSON DON MILLS DON MILLS F• I � S�•3 •"� t30A .1f 03)CVOEMWN11N0_DETAC oPla•L.TTAaF+p IunRlsMiMes�oLr nV/Mn,4CxmI ��riAA�ii•LF eonoveAnwuMa JANUS INTERNATIONAL CORPORATION 135 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 770582-2S5WFas 770-562-2264 2014 Janus Intematioml Corporetlon AD Rights Reserved CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY 1.31-03 MAX. SIZE 16'-O" X 20'-0• 1.31-03 g T1004 E 1.31. 33 Tuac NONE va3:r: 1 °i 2 FILE COPY MAN 11 STEEL.LUIBS-LH GLIDE L1011NT SHONN ,1N' I_ SOiEW VFVYt' SC�IIL'W�1r�l,x1' I tS OZ LNY I ®1T a0. MAx tBOTtIOGTlpal LCLXtIAIN L CURTAa �wNDLOLXt AT1AL]t vz L.. IVIfIDLOGBAnKH x .�� -' vAM tEACX Ytt'D �XNETsyIDP4.TE0 NEl8S1NCCGLTEO �vmmLo«mLVEaroran �wPOLotao LvERYOTF� oG,RwAroN Daonx' TpN oF,n0N 1 OPT w.tD(PLFI VY •9rr(PLF) _ N •mtLtRFJ a YI W-Ho1RTl GAiTAa wmAIN �v..ttLt tPLFr W •IIRIRi) - w3,1(RFI vraa sLE) ' WNCRETrlFlueo aoutJAMes RN OUtDE L,DUNT SNON'N GENEMLNOTES 1. TNSROUJ DOORSYSTEMSD MW-DNACCORDANCEWTIXTIBTLW-BURDNDWOE(TSB) AND NiEXHAIIPMI BUItDPA WGE IncL THE RFfIUREDDESDNHINDPRESBURF3 FOR ADOON N ANY PARTLIAM B16GNG6XALL BE DETEfiLWFpaACCORDAICENTTH 9ECTIGN 15DB a 1HE FBC. acWE AC0RD CA OUfSDE OF RORBW RWLNED OESIGN WDD PRESSNES wYBEOETEMNEDN ACCOROANKEWIIXSECTDN 1m90F TXE IBC OR WIM THE LOCH BIIILDaOCWE N EFFECT FOP TXE sPEaDLouTwH. Z THN RDLL-IP DDOA wS BEEN SUCCESETUtLYTEsTFDAD=tDNGTD THE UNIFORMITTATDARPRESSLPE TESTMRASINE=MDARLOJLSw Los TOSAGELY'RESISTAPOBRNEANDHE(N WPDLLDADAS WMMLM.ATfSTL DOFISXMSMLOADNASSEENUSED. DESIGN Lou, --z PSF 3. W LDA03 FDR BUIDRq OPENNGESXALL BE OEIFAMINED SY APROFE9910HLLL EMiWEFA USiA A TS RNTEW SSPEEDAHO LE GITI B K OW MAYEl UM9 WIIFJIE 1XE Dl91GN IOAD MEE180R EFCFED6 Tf@ DESIGN LORD GgLTNE BUIdVODPfMHq, 4.SLPEApaOSEDLM030NTXElAAtOSFMMT1E9000RMEDE9DVmMVIA VY ,EN. COMMCTORS91WLMVEWU**EkWF RVEREYAOEQUA4 OFBIAOBASTRLCTLNETO REemT swEwwsm LOAosw,w. E.ALL WIIDNV SHNLLSE KWORLffAWQW EDWEMRSa ACCORDANCEWONA.WASPECLILATIONS u1E51 EpiDN.ALL WFAgNO ELEGTROGfB SINLL EOtiMNlO AW9. As.t GRADE E-T0. 0. D00109MALL fk PROVD®YATN LO[X LECNN�N6AT TXEOPIRMOF TXE WMER. T. ALLBOL7SAAWASJERS6HLLLMCALVAN12ZEDORSTA MSTEELWmtA MP.WMTENSaESTRENGTH of m IaL 0. DESIGN SA6ED ON CERIIFIEO TE9TINDlAB0RAi01ES.1VD. TEei REPORTS NO. C11A-toNW FGR'MROLIG DIADE ATTACNMEI,TTO JAMBANO ND.CTIA-11pIW iDN TOE DFOWEATTKMIENTTO JAMB. IL ANCHOR wnT - A EMBEDMENT LENGTH GOES NOT INCLUDE STUCCO FNIM B. TORNOLLOlINA6ONRV. TD L AL CFlJs • ANCHOR -TIN tGE0Ot1 OROUr. G. ANCNp0.551NLLBE DI9TALLED NADCOROMMCE WIN UANIFACTIAERS SFECEICATxN9. tQ DOOR OPERATION 1VPETO PIJ9rGUP. 5 ILEGCHNN.OR ELECTRIC. I t.ONDE IOJANSAnAGNLENTFASTEMERSBEON,'GROMROGRAND,' Sc, OW iOPOG THE WALL lNN'IO,a t2 TFBTODOR WALLOP01IN0 SQE: 13'-P RC-P. -- � � STATE OF �� I••II NII •• I �� tl,` OR FLLLED NOOtJAV3 -. I I �u,'--Ex61iNGSTE6 wx, ctWElwE -' ''• f vra,•zcc.- fir• - '.•I euGExLarJr atmlNwsfwTEJrvA. v,-r, x t• G tr oc. LNx • � - •, z z 1 CIIiRAa CUATAM .� .wManarBA.FACR xPaLoaaAITAa ya Wtitt9 FAOtnPD WTMSFAOILM'0 i �•ss mvFTsmc WE-Ev wE.E-a+ccw*ED I L V,PDLl1C%®EVERY 01161 � WNDIOCRIEVERYOTHE9 - �. j COPAwTxN wW c�ET COmtuDATIDN OPTDN7 CONCRETEIFTLE) BLOCK UAL% RX GUIDE MWNT stq-W Onow..`. I MLV.l�TEELN U I WrTNA91YA,90B 12L=m DGEEK PDAL WLDDGpL)tq t•N YW IDtY➢LLTI COImT,tvEE 4tFFgTLfE�tMt OW iLLCELLR®0PE1 MESE WNiDENrIALDOCULEM166GBLSTim BY IANUS CONFAN NFORWTIGN OFA PROPRETARY MTIME A UNAY NOT EE REPTNAT DR VNEOEs MA FORPREPAATINONPARTORIN WHOLE NRAn PURP09E oTNEA T;S s wNL11E:NECESSARYFOR MAY MCTDNOFBIDEOF FH+f4 ME wRWUT THE EIO'RESS PERMESSDNOF lANI19 W1DCI1 WT RECALL OOCVMENiBATANY ME ALLOWABLE TRANSVERSE DESIGN WIND LOADS 1PSF7 MAX DOOR WIDTH B'-0' I MAX DOOR HEIGHT 20'-0• I DESIGN LOAD POSITIVE (PSF 77.4 DESIGN LOAD NEGATIVE PSF 86A 9'-0' 20'-0• 61.3 68.9 10'-0" 1 20'-0" 1 50.2 56.7 11'-0" 20'-0 42.1 47.7 12'-00 20'-0• 36.0 41.0 13'-0" 20'-0• 31.3 35.8 14'.W 20--0• 27.5 31.6 15'-0• 20'-0• 24.5 28.1 IV-0" 20'-W 22.0 25.3 vi,w.LLAr�ETA`1 �'� LTUFYmn@ rR.a P.unEo UNLESS OTHERWISE SPECPTED DIME NSIONSAREINRICNES TOLERANCES LLgTE08ELOW wrDrLriawc DECIMAL FRACTIONS MOLE$ HOLE DIAMETERS WL mNtn w x.JO( •1-011w •/-tltG •/-0.3G UNDER0.251 .04IN BECKY NELSON 1-31-M XXXX .l-0.00s• 0251 -0.500 -.-1 Loam DON MILLS 1-31-03 OVER 0.500 Daro _BJm DON MILLS t 31-03 f LOLL,`' f ��f+L[ s'P NA'fns �E.=6'a Lp.EYB[dF4iN COMG2R IlTRIEEM tiffL TNN E%TRNIO,OI tt SrtF�UOMTWtlY MW�. JANUS INTERNATIONAL CORPORATION 135 JANUS INTERNATIONAL BLVD TEMPLE,GA 30179 770-662-2850/Fax 770562.2264 Q 2014 Janus Intematbnal CotiporaOon AN Rights Resmed CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY MAX. SIZE 16'-W X 20'-0• T 1004 E NONE 1 I---- 2 2 Building Code Online Page 1 of 3 Product Manufacturer Janus International Group, LLC. Address/Phone/Email 135 Janus International Blvd. Temple, GA 30179 (770) 562-6135 Ext 360 curts@janusintl.com 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 Ext 304 jakel@janusintl.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El 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 12/31/2018 Validated By Gordon Thomas, P.E. 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12765 R5 COI 290I8 cert of fi. indep.pdf Standard ANSI/DASMA 108 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2005 2002 1994 1994 1994 ://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9XI 7/3 0/2018 X L%- Building Code Online Page 2 of 3 Sections from the Code I 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 OYes J No C.IN/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL12765 RS COC FL12765 Affirm for FBC 6th 2017spdf Method 1 Option D 10/04/2017 10/04/2017 10/07/2017 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 RS II 29018 Dwo T1012 Rev A.ndf Approved for use outside HVHZ: Yes FL12765 R5 II 29018 install 750 1100.pdf 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.Ddf Created by Independent Third Party: Yes 12765.2 1 Series 1100 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.4/-22.7 Other: Not for use in High Velocity Hurricane Zones Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x 14'-0" Installation Instructions FL12765 R5 II 29018 Dwg T1013 Rev A.odf FL12765 R5 II 29018 install 750 1100.odf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R5 AE ER-09-0008-R.Ddf 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 II 34012 Dwo T1004 E.Ddf Approved for use outside HVHZ: Yes FL12765 R5 II 34022 Mod 3100 inst instr.ndf 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�p f Hurricane Zones Created by Independent Third Party: Yes 12765.4 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 20'-0" x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R5 II 32041 FL T1005-F 0002.13df Approved for use outside HVHZ: Yes FL12765 RS fI 34022 Mod 3-QQ.inst instr.Ddf 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 FL12765 R5 AE 32041 ER-09-0007-R2 120112 0005 odf Hurricane Zones Created by Independent Third Party: Yes 12765.5 1 Series 750 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 Series 750 - 26 Gauge Door Assembly Max Size: 3'-0" x 12'-0" Installation Instructions FL12765 R5 II 29018 Dwo T1000 Rev B,odf FL12765 R5II 29018 install 750 1100.Ddf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports '/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBe0Dh9XI... 7/3 0/2018