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HomeMy WebLinkAboutProduct Approval i f REVISIONS HEADROOM REQUIRED REV DESCRIPTION DATE APPROVAL aRADHBr aTrAtHMvrt (9 cow PUSH-UP 1rERArlarc_�mt• DRAWING RELEASE 1-31-03 DM Coh- E1TiLLEO BLOQf:POWERS WSOGEOOiT.boa 1-LA•LONG FOnfw CiwNOFtRATIOW_D i' OFEhSA: vaannL N01mRrtK —i• OVERALL A GUIDE ATTACH AT TOE 11.1303 OM STEEL REX BOLT.CR5.30.18 X t-IH'LONG FOR ELECTRIC OPERATICNL_-7*r NE'w H DRNW 1EAOPODY FOR LXTTSME OF CHAIN OIBYE.84 7 B ADD GUIDE OPTION 3 +1344 DM nrTrE:RXRrr SIDE OwvE SHOWN THM ;P OEsFE C RETEST FOR FLORIDA 9-2"S DM mNEmMa, BAPRELASSEMBLY TAXw D REMOVED STONRD.£DATES 6.17-09 CS HEADROOM Gyp gyp PR E ADDEO'r BRACKET OPTION 01-2002 CS 1718` 20'.O'MAX WALL OPFlONGN10TH ^rt (CLEAROPENINGI• II typ F ADDED CMARtED P5F VF1VE5 11-07-77 C$ wEw 2Q' R3 1,1V:�' ,ya X.T50 YEATI(ltt L 4 3 TL•w�t ie a TY&PE G�• .891 HEAROO+ DVFAR0.1W ROUTATEWHEN ET THIN it• a• ON NtlE Yl14]J a 0T116'NOLE •'g p°7FC°Lj£� ®P 0.4 MAX OvOI ' HEADSTOP tTx� �' r' CURTAIN PANEL ,OtT'NN M1a LR ALtiAPOVENTSSW4LSE aGTN AAO XrFALwAs1 •. iYCL X9IQNVAN2E0 :,i'4 OVIA FENAS1M AFb G90 1aa tlEraL A .a' MAU A TY ��t111 1.320 WIDE Ao• ASTM ABJ7 Gft BOL CON O F'PRIMRA (STEEL lAMBSt PREFAINTEOWITHFULLLYETER FIN HCOA L' BAKED$EO WI DED POLYESTER FWSH COAT 28 GACURTAIN DETAB .t(°� 2Dm � 2mp MAX FOR VERTIMLED. WAa DOUBLE 114.0 THRU BOLT V(TTH OPEMNG GUIDE LOCKING NUTLOCATEOAT EACH p ROPE IAMBS LEC ENDANOIAESi GLEDDLT 1.N5 AR OPENING) BLOCK iNtB3 N'fEfD1EOlATESViG1E B0.T LOCATED ITMAX O.C. 28 GA 07116.PL1u�G WELD CURTAIN FORHOR°DNTALLEG. d ®40.4 L1A% DOUBLE IN•0 THRU BOLT PATHLOCIQiG NU7LDCATED Q 34W1CM)GALV. ATMIDDLEOFANGLIL SINGLE dDP A OSIWHOLE STEEL BOTTOM BAR SOLTLOCATED IT FROM°WBLE 11pX 1? '®PO.4MAX ASTM A653 Y""L AND N'MAXO.C.THEREAFTER HOMONTAL SLOT 2• QBEr FY•3L KS! SINGLE BOLT INBOARD OF ®9-O.4MAX STEPPLATE 2, SLIDE LOCI( 4' � . (OPTION,LL AT EACH END) OPTION 1 N W(A2110uV. STEEL 1NA09 DPTIDH2 ASTRAGAL STFIleOiIOM BM USNG1141•Xr• L SIDEVIEW INSIDE ELEVATION BOTTOM BAR ASSEMBLY STEP PLATE 'f-W"0L SE sz nLwG SCREW 4 ®Yl�GN ME (AT EACH END) DQA3� SUOELOCX (OPRONALATEACHENBI t _ N-X 12 1 J 2'X 1.10 X.WT DUDE IH-m IN—wml `UZONTAL SLOT 1 17 11 1 GALV.STEELANGLE l°dwGNUTl04TE0tiUd Q12'OA MAX 2• I EIOANDM04EDFAY4E. ASTM AB53 WARM. FYg2 NN NTEPNEDDTE 6N0.E BOLT ( Dpt LDE-IX PNGFUTE CONrINUDUS FULL L M+ OCATED111MXDG 1.13 R1.83 10' (NSALLO1IBOM,NAEFOA CURTAIN YVom AATPADK SIEPRAIE (AT FAQIEI� p I LTµIM@liG'hEL BOTTOMBARASSEMBI.Y rX r-1?X.10Y OPOON] FOR FLOP DA ONLY Cuv.arEEt AI,aS 12 GA L765) 2X.28 pOTfoNeIRAGSEMmLY F:•'-9 Na•A GUIDEMWNTINGDETAIL F0N4L7JIEA D mMD,, WINDLOCK BXwPT. Art, QRTaN r+OM MATERIAL:G90 34 GALV.ASTM A653 THESE OC FIDENTIAL DOCUMENTS SUaMrrTEO BY LWUS CONTAIN NFORNATIONOFA MOPULTARY NATURE JANUS INTERNATIONAL CORPORATION STRUCTURAL AND MAYNOT BE REPRODUCED OR USED TO MANUFACTURE ANYTHING IN PART OR IN WHOLE FORANY STEEL,GRADE '25 PURPOSE OTHER TF(AN THAT WHICH IS NECESSARY FOR PREPARATION OF 8103 OF ENGINEERING WITHOUT 134 JANUS INTERNATIONAL BLVD TEMPLE,GA 30179 50,CLASS I MIN •1D :1 a I I i��RESS PERMtSSpN OF JANUS WHICH MAY RECALL DOCUMENTS AT ANY TIME 770.562-2850/FaX 77D-562-2264 FY•SO KSI ,�� , ©2012 Janus International Corporation All Rights Reserved `% U 9E9� IED DIMENSIONS ARE IN INCHES.TOLERANCES LISTED BELOW, T20 2X R.11 �� • CERTIFIED WIND LOAD RATED 26 ."2 •••••.•_@4TE%"_'PgACTIONS ANGLES HOLE DIAMETERS A,PRDYxG DA7E GA.SERIES 3100 DOOR ASSEMBLY 1�304 56 �` �r�• CE •••(a'-OB�or'jj'�in6• d-D•3D' UNDER 0.257 •D� CURT SCHROEDER 11-07-,2 MAX.SIZE:20'-0•X20'-0" 4X R.BS `.28 s; `O ; , w ,D� sIDL —REV' WINOLOCK AT 3-,/4•D.C. N = A7 • • p D.2s,_OSOD -°� B T1005 F • � � CURTSCHROEDER 11-07-12 SEE SHEET 2 FOR NOTES t85 .�. �• 776 M OVER D.5O0 :amB Is at• CURT SCHROEDER 11-07-12 NONE SHEET:1 OF:2 STATE OF %0� *64ORI01".60 ir�Il�ti I I ' _ _ _ _ _- -'- ---- - - REVISIONS BTEL;JAMB4 - - LHWWEMOUNrSNOwn Q.u91 REV DESCRIPTION DATE APPROVAL EA9TND C".CR E M FILLEDSLOCIJAI® DRAWING RELEASE 1-31-03 DM .+r.• : A GUIDE ATTACH AT TOE 11-13-03 DM i MlTYIG STEEL E=TNG sTEEt .IR• fa19TINA STEEL : THICKNESS L 1N• _1 JAI6 vIe MIN ; . B ADD GUIDE OPTION 3 4.13.04 DDM '�Y16 S" rJAA91--I 114n`"EgI C RETEST FOR FLORIDA 9.26-08 T LDIDass NA®G 1'OWERSWEOGEB«r j WMIH WIMI EM TO.O MAX 0 I I EMDEOMEnT or D REMOVED STONRD3.DATES 9.26.05 CS `ELF URIC SELF-0R _ SELFORIWNGSCRE. 31R'NBA9E LIAIERIAL 9LREW tn1.X+- SLTieW114u X1• IN-LAXI'G B•0.4 MAX E ADDED•T•BRACJ(Ei OPTION 01-20.12 CS GrO.OMAIL rOF„AX F ADDED CHARTED PSF VALUES 11-07-12 CS �DTHLOGTICroI r cwTwn r r r ALLOWABLE TRANSVERSEPDESIGN WIND LOADS CURT- CWTAN CUfiTNN L WI wLDtlt9 ATTAGx 1 L YY NDLOG SATTAp 1 WRH2EAOI NTG WNDLOCKSATTALM WITH2EACN r. MLOCKS ATTACH +? fUVETS2 CUATED LT W1MSFACH v16.0 1G` RIVET37NCCUAIFD WITH 2EAp1 T• 1? P,yETyy,�CpAym wL1:T9al,c "DATED MAX MAX DESIGN LOAD DESIGN LOAD YANOIO«®EYERr WNOLOCK G EVERY OMEA ,« .'."D>w,f'•'IDtN rANXDDt 6WRT DOOR DOOR POSITIVE NEGATIVE cOWul011nDR EAOWPq SEAMED CDRIGUGATIDN9 CDRRU.IKIN 9wtOl lu+n°YOFp• WRrMNSHEET GO10"a"cas`ic.00"0ma WIDTH HEIGHT (PSF) (PSF WIDTH.91V• oP to 1 WTI-3 ppnm: 15'-0" 20'-0' 38.9 42.2 TSN�rDRtLEDao«JaJes RH WIDE MdIMSNDWN 16'-0" 20'•0" 35.0 38.0 A 17'-0" 20'-0" 31.7 34.5 Vy2F1lPLFI F. W•2A11PLF) 18'-0" 20'•0' 29.0 31.5 1 19'-0' 720'-G' 0" 26.6 28.9 p V. iwD IPLi] V,•+ro lrtrl 20'-0' 24.5 26.7 -fi01lPLf) CURTX.j RTAW VA-ISC7(PLF) ODOR MOUNTING BRACKET DETAIL EXISTING CONCRETE EXISTING CONCRETE +FI�DNFI VY f1.500 / 11 C_.C._TEh L 5 IH,318 I.Sm RH GumBMOUM 910WNwylowh SUPERIMPOSED LOAD DIAGRAM O "i GENERAL VOTER 9921 � !•:� !. 1.THIS ROU.UP DOORSYSTEN IS DESIGNED IN ACCORDANCE WITH THE FLOROASUI DING CODE"Cl AND W TERNATIONAL BUILOWG OOOE(IBC}THE REQWRED DESIGN WINO PRESSURES FORA DOOM MANY •A"•'. PARTICLA.ARSUILDINGSHNL BE OErFRMINED NACCOROWCEWRH SELTION 16M OF THE FBC.IN CODE --ft.n,m 7.600 JURISDICTIONS OUTSIDE OF FLORIDA.REWIRED DESIGN WIND PRESSURES MAY BE OETERMINEON DMv,91EELNKMAwLC! Q� O LlenD+x Faiwnrc m,nOra+, ACCORDANCE WITH SECTION 16"OF THE 4TC OR WITH THE LOCAL BUILDING CODE IN EFFECT FOR THE mmA9rxnv4m 9+RUC AMRE �� SPECIFIC LOCATION. 94K�iYA'LtlEMPLOEexmcD 2.THIS ROLL-UP DOOR HAS BEEN SUCCESSFLSLY TESTED ACCORDING TOTHE UNIFORM STAM AIR PRESSURE TESTPER ASTM E33D AND ANSVDA-WA IDS TO SAFELY RESISrAPOSmVEANONEG✓LTNEWNOLLOADAS SWEMEW ,.qFE 10-wWrXs mtEE�POnrR9 NOTEOSELOW.ATESTLOADOF I.SX DE" N LOAD WAS BEEN USED. wt Ca«T9 vn t-vr uv.D�efOxEM WExLa«rS W+l.trlxW,ENOEnIE+T DESIGN LOA13"•3"oP3F W w Ib FRO CRBTEDRTHAEeM9TFMIHPV SCE WEED.. EED WCpgGE1E ORTHREESO.9Rf1TIGN M.1A'1 IF.... 9«T9INIDMFL,A'91EFL.I DD9+WGG -38p OMGY.FII«rLW}509 PC TA2ur. NA90NRY.FLL(PLL W25W P9 f.RDUr. 3.WIND LOADS FOR SUILDNGOPENINGS SHALL BE OETERMNED By PROFESSIONAL ENGINEER USING APPROPRIATE WIND SPEEDANDOESIGN CRITERIA THIS DOOR MAYBE USED WHERE IRE DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD FOR THE BUILDING OPENING. A.SUPECONTRACTORS LOADS HAVE HE SUN FROM INEER000R ADEOUACY OF AS VA AND Vy HEREIN.STRUCTURE THESE CONFDENTW.DOCUMENTSSUBMITTED BYIANUSCONrANIXF TIONOFAPROPRIETARYNATURE JANUS INTERNATIONAL CORPORATION CONTRACTORS SHALL LOADS BVROTIli ENGINEER VERIFY AOECUACY OF BU0.0WG STRUCTURE TO RESIST AND MAY NOT BE REPRODUCED OR USED 70 MANUFACTURE ANYTHING N PART ORIN WHOLE FORANY SUPERIMPOSED LOADS Vi Vy. PURPOSE WHICH IS NECESSARY FOR PREPARATION OF BIDS OF ENGDEER24G WITHOUT 134 JANUS INTERNATIONAL BLVD TEMPLE,GA 30179 S.ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS INAC'CORDANCE WITH AWS.SPECIFICATIONS. ,,'� qN OF JANUS WHICH MAY RECALL DOCUMENTS Al ANY TUIE. 770.582.2B5OIFNB%770582-2284 LATEST EDITION.ALL WELDINGELECTRODES SHALL CONFORLATO A.W,S ASt GRADE E-70. 6.DOORtS SHALL SE PROVIOED WTTH LOCK MECHANISHMS AT THE OPTION OF THE OWNER u /��� ©2012 Janus lntemational Corporation All Rights Reserved 7.ALL BOLTSAND WASHERS SHALL BE CALVANIIEO ORSTADAESSSTEELWRH AMNNUM TENSILE STRENGTH `` UN�E >71 / IEIfiLED�I 1610NS ARE IN INCHES TOLERANCFSLISTEDRELOW OF LA Kst �T' R '�Q- CERTIFIED WIND LOAD RATED 26 B.�tN ESN TOUNBANONO.M1112WFfN CERTIFIED TESTING ES.INC.TEST FORTOEOFGUE�fiATTACHNTS NO,�EIr'7oD"WFORi"G�" �`` •••L+Ec�R •. CP ANGLES HOLE DIAMETERS APPROVALS DATE GA.SERIES 3100 DOOR ASSEMBLY 9.ANCHOR NOTES. .• : . /-D•30 UNDER •ate MAX SIZE:20'-O'X20'-0' A GMSFOR6DMENT LENGTH DOES NOT INCLUDE STUCCO FINISH. ♦` • ` -aoo, CURT 9CHROEDER 11-07-12 ♦ \ • v XXX y • B.ANCHORS LOW SMALL INSTALLEDRY.FILL IN CCORDANCFORVATANUFA TUBSI ER T. L� i • 0.251-0.600 .BAN I T1005 F C.ANCXOfL,SHALL BE INSTALLED INACCOIROIWCE WITH MANUFACTURER99PECIFIGTIONS. �/\. �� CURT SCHROEDER 11-07-12 10.DOOR [ON TYPETOSEPVS"P.HANDOIA LOMELECTRIC. r .�V w ! OVER 0.600 '11.GUIDE TO JAMU Al IACNMFNT FASTENERS BEGIN E-FROM FLOONANOA'BELOW TOP OF THE WALL CPENId4. 12.TESTOOORWAULOPENINGSIM IG'-O'XC-O-. i .� CURTSCHROEDER 11-07-12 NONE SHEET:2 OF:2 ATE OR � .: 60•c• 'A *-.% • S/ONAL exx