Laserfiche WebLink
The Genuine. The Original. <br />Jamb Connection <br />Supplement <br />This dome end provides a series of connection sche&des and basic detawN oo "Pts for the <br />,;GM*C ion of garage doorjambs to building trames with the use of various fasteners. <br />DASMA Technical Data Sheet may be used as an alterlmte to this documert. <br />PM 411241 Rev. Pa <br />SCHEDULES <br />"'O A307 HEADED OR HOOKED ANCHOR BOLTS RN NORMAL WEIGHT CONCRETE <br />®a <br />a®tea <br />T BASED MN O A30T HEADED OR HOOKED II N-MN. HOOK LENGTH) ANCHOR BOLTS W ITH A Y O.D WASHER <br />WITH A MNARAI EM N&NT DEPTH OF 3'AND A NNNNM EDGE DISTANCE OFT <br />2. PROVIDE QUANTITY OF -OR BOLTS AS MUNTED TO WNTAN MAI(WUM SPACING AS SHOWN N <br />TABLE WITH A MNIMUM OF THREE t3) ANCHOR BOLTS PER JALIN ANCHOR SOLTS AT TOP AND BOTTOM <br />DF JAMB SHALL M RACED A MAXNW OF e' FROM THE END OF THE JAMB. <br />3. LOAD PER JANS CALCULATED BY TAKNG DESIGN LOAD IPSFI TIES DOOR WROTH tM DIVIDED BY 2 <br />EXAMPLE: DESIGN LOAD. 3%W <br />DOOR WIDTH . I" <br />LOADPER JAMB- 30a'JX IBR'2=2 t <br />4. CHART IS BASED ON G 6' MNMUM AND 24' 0' MAXAUM DOOR HEIGHT <br />5. IX30n JAMB TO BE 2a8 N0.2 GRADE SPF LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. <br />IF MWNTNG OVER DRYWALL. INCREASE FASTENER LENGTH TO ACHIEVE MNIMW REWIRED PENETRATION. <br />6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBRT• OF THE BUILDING DESIGNER <br />AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED N ABOVE TABLE AS CALCULATED PER NOTE 3. <br />AI101w44 .. <br />Alhn T. States. PL - <br />312tfa'r8aze0.. <br />(arrWbn, 1%TSOOT <br />Tl PT51737 TX F%3WF2203 <br />Snr DIAMETER LAG SCREWS <br />®mod <br />a©mom <br />�am® <br />gym® <br />lamao <br />ama <br />s <br />amass <br />0ooa <br />I. EA£D ON-DMAETER LAG SCREWS WITH I. -OD, WASHERS WITH A 1-%3 <br />.M`TD MHETRATGN NTO SEASONED DRY WOOD SUPPORTNG STg11CNRE. <br />2. TAR.EWOUANRTYOF SAG HM WSASREWIREDTOMAN8, I MAXXAIMSPACNLSAS SHOWNN <br />TABLE W RN AAWlIMUY OF THREE GI LAO SCREWS PEfl.IAMB. TAG SCREWS Ai TOP AHD DOTTW <br />l F DK SHALL BE PLACED AMAXAKAN OF . FROM THE END 0. THE JAMB. <br />3 I MD REP.1N/TC I: AILPTFO RY TAKING OF.SIfiN I UAD (P•ff/TR,LES IXJQ'1 WIDTH (F7)RIVWEU BY 1 <br />EXAMPE: DESIGN LOAD.31b1 <br />OWR WIDTM.IfiE <br />LOADPERJAMB= OW, IMP2=240EM <br /><. CHART 6 BASSOON B8 MIMYIM MID 24'-0' MA%N1lM DOOR HEIGHT. <br />5 DOOR JAMB TO BF 3a CR U1K.ER NO.2GPADE SPF LN6ER OA BETTER 1GUHTED TO SIIPPOIiT STRIAiTUW <br />P MOLNTNGOVER DRYWALL. NCREASE FASTENER LENGTH TOACMEVE NENEAAA REW WED PENETRATION. <br />8. DFSI(N OE TE 9JPPOAT STRUCTURE SHNL BE TIE SOLE RESPONSRnTYCF TIE BIIEDIIG DESIGNER <br />AND SMALL BE �SGNED FOR THE JAMBLOAD LISTEDTE4E14 TABLE AS CALRAATEO PER NOTE} <br />EEWAAIM F.OGF DaiANIS SHM.L IL W O FRE M FASTENER SPMAG SHALL K ,-,?. <br />AND ALL HOLES SHALL BE PPE-0R&LED TO PREVENT SPURN(: <br />& NAG SCREWS E1wLL CONFORM TO ANSI' qS.E STAIDARU BI63.1. <br />aauP.ea <br />1Mn E. STme; Pf. <br />La]t iavlMte IX. <br />HMI,m, Tx TsaB] <br />FL PE 61]3T TX ff 5631MA2203 <br />SCHEDULE4 <br />3'S"O SWPSON TTTEN NO SCREW ANCHORS <br />m®a® <br />�m®m <br />®tea <br />oa®s <br />�aa®a <br />la®ao <br />a®alas <br />asa�a <br />a��®a <br />I�O�aa <br />I. MANED FYB•05N30NTITEN HDSCREW ANCHOR WITH AND <br />O.D. EDGE DISTAL OF WEIGHT UNCRACYJ:O <br />CONCRETE WITH I M'JMAAT EMOEOSGRE DEPTH OF WITHAND A MPD W EDGE INSTANCE ITN FILLED <br />BASEDLIMETA NTDE TIH OIto SCREW ANLMORGE DIS T3N OF WASTER WTO GR ENFILLEDNU FITHA <br />2. MNEAIMENASONRT DEPTHOFLL A4N TOEDGEDWTNNCE OF 1.AND HALAMNORN TO AST G43, OF 1'. <br />CON QLIAHTITYORY WRSSHALL fANi AS RE REM TO ANOGROUT SHALL S-XWS ASTLT. <br />3. PROVIDE WANTM Of $CHEW ANCIGRS AS REOUREp TO W WTAN MA%ILIA SPACNG ASP AND B W <br />TAKE WITH AAANARAI L THREE I31 SCREW' ANCHOR$ PEP JAMa SCREW AJNI:VgRS AT TOP AND tGTTOM <br />OF JAMB SNLLL BE A IIMOF G FROM THE END OF TIE JALTB. <br />A Loan PER MCALMATED SY TANDESIGNLOAD IPSF) TWES DOOR WIDTH ITT) DIVIDED BY <br />FXANPIf'. LCSIGNLOAD-30pW <br />ODOR wDTH. HMI <br />Oat PFw JAuq.31ge1, iNVP. Wtlbn <br />6. CNMT IS BASED ON 6b' MNIMW AND 2( D' M4X0AI.M DOOR HEIGHT. <br />B. DOOR JAMB TO BE 2W NO 2 TiRADE SPF LLIMBEe ON BETTER MOLTED TO SUPPORT STAUCTURE. <br />IF MDINTNG OVER DRYWALL. INCREASE FASTENER LENGTH TO ACHIEVE MW W W REWIRED PENETFATION <br />]. DESK OF THESLWPORTSTRUCTUfE 5HAl10E TIE BOLE REStYMNSIBILIEV OF THE &10.ONG DESKiNEfl <br />ANUSHALL OE DESK3)JED INSTALLED <br />LOADNLIFE WABOVE WRITTEN <br />CACULATED PER NOTE 4. <br />6. SCREW ANCHORS SFMLL BE NSTMIEO PER MANUFACTURER'S WflIREN NSm1A:TpNS. <br />nma.lA1 <br />moll E.s�Wr:. PT. <br />3121 FN.P;,TX W. <br />C-m TX <br />11PEBI13] TKNS6T06/F22D3 <br />tall COMMON WINE NAKS MW l T;;M ED NARDENED,SfEEL MUS <br />a® <br />0 <br />a__mo_a <br />0� <br />s <br />I. BASED ON 1fi4 COMMON WIRE NNL510.162'xY112') OR IBtl THREADED HARDENED-STEE/. NAIS IO.tA6'AJI/Yi <br />WITH A MIMMW PENETRAT" OF 2 INTO SIDE GRAN OF MAIN MEMBER <br />2. NAILS SHALLSE PROVIDED IN PAWS AT A WA W SPACING AS SHOWN W TABLE WITH A <br />WMMUM OF THREE O)PMRSOFWLSFERJAW NAILSATTOPANDBOTTOM <br />OF JAMS SHALL BE PLACED A MA%P4W OF 6' FFGA1 THE END OF THE JAMB. <br />3, LOAD PER JAMB CALT ATED BY TAKING DESIGN LOAD IPSFI TIMES DOOR WIDTH IFT1 DIVIDED BY 2. <br />E%ALWL.E: ME LOAD. 31pW <br />DOORw. .1. <br />LOAD PER JANB.3EPW N 16W3 - 240Qn <br />4. CHART IS BASED ON S NNAAAI AND n T ATAXMIAT DOOR HEM4R- <br />5. DOOR JAMB TOM 2X4 OR LARGER NO.2 GRADE SPF LU16ER OR BETTER MOUNTED TO SUPPORT STRUCTURE <br />IFMOIIHTNGOVERDRYWW,NCREASEFASTENERLENGTHTOACHIEVELWAAAAREWB3EDPENETTUEION. <br />6. DES OF THE StIFRORT STRUCTIINE SHALL BE THE 50.E RESPCNSRn1t V OF TIE BULLDWG DESILER <br />AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS f%CIMTEO PER NOTE 3. <br />]. EDDE DISTANCES, END DISTANCES AND SPACINOS SHALL BE SUFFICIENT TO PREVENT SPLITI IND OF THE WOW. <br />.. E Soles. PE. <br />3121-,,e LV. <br />l K 51137 TX PE %3DW2203 <br />SCHEOULEIT <br />19"O WTI KWK BOLT 3 EXPANSION ANCHOR <br />o®� <br />m <br />�a <br />m®ml <br />a®��m <br />a®��a <br />as©tea <br />as®a <br />a®®a <br />I. OASEDpNA 1HRTIKWMBOLT3EVANSINANCHORWITHAI-O.D. WA9NERNTONORMMWEIGHT <br />1AILRAGIfEO CONCRETE W nli A MNAAM EMBEDMENT DEPTH Q 21."C ANDA MNPILMI EDGE DISTANCE OF T. <br />BASEDLN DNETI KwKK R(OF 3 FXPANDAAN AN[.IGRDMAIT-1 WARfEP NFO fJYXRE61fOfAA]wTNA <br />M6RATM EN6EDAENE DEPTH OF 2-IT AND A MNAIUM EDGE D61AM:E OF 4'. <br />ONIv pE ANCHMPER MASlAOT <br />CONCRETE MA40NRY Lf#r5 SHAt SHALL CORFIXW TO ASTM C90 AND GROUT SHALL COtPO1W TO ASTM C426. <br />3 PROVIDE IXIAITTTV 6 AfxjgR3 AS REOLAPED EO MAMAN TAA%EM1M SPACNG AS SHIN N <br />TAALE WRH AMNAlM OF 1REE IJI ANCHORS PER JAMB. ANCEIGRS AT TOP NG BOTTOTO M <br />DF JAMB SHALL BE IM1ACE(] A MAAYIM OP G FROM THE ENU Cf IrIE JMMN. <br />4 LOAD PER JAMBE CULATED BV TaNNG DESXi1 LOAD IPSfITAEe WOR WOTH (FT1 DNgEO RV 2. <br />EKAMIRE OESKAJ LORD-JOpAI <br />DOOR WOTN.,MI <br />uMo PER JANA3..3gm. +wJ.2amn <br />6. LIURT aBASf:DON BB MNKItN ANp 240'MA%N.RIM DOOR HEKM. <br />6. DOOR JAMB i0 BE 26 M3.3 GRADE SPF I. WBER OH tlET'TER MOLTEDlO SLPPgT GiRUCAJRE. <br />IF MOINOF THE <br />SI P0WAU.,-TIMME FAS MT LENGTHTUACHIEVELYOFTHREWIRED PENETMTIDN. <br />]. MD.I L, THE StDPORTSTRUCEURE $HALL Ll THE SOLE RESPgNYNLRY OF THE F,0 KA UtF4EP <br />ANU11wL.LBF. LESM.NED FOR THEJMI6LOAD USIEU IN ABOVE1ABtEASv`aL..LION,E PER lgtE4 <br />8.9CAEW ANC110HS 4HALL BE NSTALlEO PLR 4ANUFACIURER'9 WNETEN NSIRUCt�'. <br />- E xNA,. P.T. <br />3I21 I.-. IX. <br />Ce,rdltm, TI TsnDT <br />R N'SIT3] Ta PE 563dL-1 <br />JOB NO. <br />DATE <br />FBC 2014 <br />DRAWN BY <br />MANUFACTURE <br />SHEET NO. <br />OH-2 <br />