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The Genuine. The Original. <br />Jamb Connection <br />Supplement <br />This d4dAnen( provides a series of c4Rnedw schedules and basic detakv ODnOePls for fhe <br />connection of garage doorjambs to building frames with the use of various fasteners. <br />DASMA Technical Data Sheet -- may be used as an alternate to this document <br />PM 411241 Rev. P6 <br />SCHEDULE <br />3WET AaBT HEADED OR HOOKED ANCHOR BOLTS N NORMAL WEIGHT CONCRETE <br />a®®ate <br />a®mom <br />1. BASED W LB'0 P34T HEADED OR HOOKED (16P" MN. NOOK LENGTH) AiGflpi BOLTS W ITN A Y O.D WASHER <br />W RH A MNNEUM EMBEDMENT DEPTH a 3' AND A MNBIUM EDGE DSTANCE OF 3'. <br />2. PROV%E W ANTITY OF ANCHOR BOLTS AS REWIRED TO MAINTAIN MA%LKM SPACING AS SHOWN N <br />TABLE WRH A MAXMUM OF tHREE;31 ANCHOR BOLTS PER JAA1B. ANCHOR BOLTS AT TOP ANO BOTTOM <br />OF JAMB SHALL BE PLACED A MAXMUM OF G' FROM THE END OF THE JAMB. <br />J. LOAD PER JAMS CALCULATED BY TANNMa DESIN LOAD IPSFI iMES DOOR W roTH IFn GRADED BY 2. <br />EXAMPLE'. DEStGN LOAD -30PO <br />DOOR WIDTH. 1. <br />LOAD PER JAMB. 3Op %16R2 .2AOIbA <br />4. GHAAT 5 BA6ED ON 6'6' MINMUM AND 24'D' MAXIMUM DOOR HEGHT. <br />5. DOOR JAMS TO BE M NO, 2 GRADE SPF LUMBER OR BETTER MOUNTED M SUPPORT STRUCTURE. <br />IF MOUNTING OVER ORM . INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REWIRED PENETRATION. <br />6 DESIGN OF THE SUPPORT STRUCTURE SHALL M THE SOLE RESPOMRI8BJTYOF THE WILDNG DESIGNER <br />AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. <br />ARRowb _. <br />IOMLL. xa�. P.E. <br />312L F4KIpte D, <br />L mOHR, TX7BW] <br />FLPE6L]1] 1r663Te/FM <br />6118" DIMffTER LAG SCREWS <br />aaa® <br />a®tea <br />a� <br />a <br />�mao <br />mom <br />a <br />aa��sa <br />sass <br />I. BASED ON NET ATION IN LAG SC REWS WITH WOOD <br />D. WAT- WITHAI.BG2' <br />THREAD PENETRATION F INTO SEASONED DAY RE D SIMPOP AW STRIK:TLIP A <br />2. TASUE W VLIITITT OF tOG SCREW9 AS REOREWS TO - L MA%ARIM SPACING A5 SHOWN IN <br />TABLEWNTH A MMWAM QFTHREE131LPOSCgEWs PERJAMB.LAGJAVB. Al TOP AND BOTTOM <br />Of J4MB SRALL BE RACED A IRA%MUM OF 6' FROM 1HE ENDOF THE JAMB. <br />3 I1)4n PF.R,IAMP GLCULAIED RYTANWG DFSXiN I OAD (PSF) TBES llOp WIDtN (FTJ gIVIDEU M 2 <br />EXAMPLE: DESIGFILOAD . .W <br />DiOON WIDTH1. <br />LOADPEFIJAMB- M..1&P2.2bIpM <br />4.- IS TO ON 6b'ARFM' AND OR 1M%IWMDOOR HEIMTT <br />6. IF NO WIN TO BE 2N OH LAJR:EA R0.2 ORATE ER IENOTNTO BETTER NINAILU E SUPPORT PENETRATION <br />IFSIGNOF TOVERORTwAIRINCAFASEFASTENER SOLE <br />ACHIEVE MMFTH RFAUNIED DESIGNER W. <br />6. DESIGN G THE SUPPORT STRUCTUE BSHALLIOA LISTED <br />THE SOLE OVE TABLE AS L OF THE BUIIINIG NOTE <br />ANO SHAG. BE DESTAVO FOR TIE JAM LOAD IISIED N ABOVE TABLE AS GKGIAATED PER IgiE 1 <br />MWAdIM FfXJF OISTMMF SHALL Iu ED M PRE FOSTERER SPAf 6F1A1 PF. <br />T ANO ALL HOLES SHALL BE PgE-0R0.1E0 TO PREVENT SNTTMG <br />6.lAG SCREWS 6HAL CpNFORMTOANBI' ASME STAIIDAflD BIB21. <br />AT4%o.P4 <br />ITI- <br />IPAP E, xnec F.E. <br />3111 rakgMa M. <br />cJi1x s6DT <br />FL T H 56300(FSKl3 <br />SCHEDULE 4 <br />W "B SIMPSON MEN HD SCREW ANCHORS <br />mmaa <br />ma® <br />m <br />a�ma� <br />a®ate <br />am®a <br />as®a <br />aaa�a <br />am®�s <br />0maa <br />1. BASED ON3 0 SNPSON TITEN HO SCREW ANCHOR WITH A I-O.D. WASHER INTO NORMAL WEIGHT ONCRACKED <br />CONCRE2WRHANNMLMEMBEDMENTDEPTHtx2WANDAM.NU EDGEOSTANCEOF23M'. <br />2. BASEDM3'B'ro6MP5pNTRENHTWC ANCHDRWIMAlWODWASHERWTOOROUTFXLED-WRHA <br />MNMUM EMBEDAENT DEPTH 214'.AOFIMTOEDGEDISTANCEOF4',ANDAcWFORA ENDDISTANCEa4 <br />CONCRETEMASWRYUMISWALLCONFOUATO ASTMC30 GRIWT S1WLCQNFORM TO 0..M IN <br />3 PfiOVIOE WNRITY D<BCgEW ANCIURS AS gEdAgED TO WNTAN NAYYAAI SPM,ryO AS SIUWN N <br />TABLE WRH A MNMUM OF TNPEE 131 SCREW ANL1g0.S PER JOr6 SCREW AIIA10flR 4T TOP ANO ignpA <br />DF JPMB.WIML BE c-TAMPJtM DE"FRCAITHEEND LINES <br />DOOR <br />4, LOAD PER.MMB GACULATEO BY TANRIG DESIGN LOAD (PSF) TME6 DOOR WD1N IFn GRADED BY 2. <br />EXAMPLE DEs-IMD-3QM <br />DOpi WIDTH 1. <br />lOM FCR JAW - 3qW r 1Bn2.2ONWvR <br />5. GHOPT IS BAEEU ON B6 M.BAR.I AND 24'-D'MA%IMUTA DEIOH HEIGHT. <br />8. DOOR JAMB i0 SE 2,4 NO 2 GRADE $PF LUBffq OR BETTER NOIRNTED t0 SUPPORT STRUCTURE. <br />1F MO1mMG OVER DRVWPLL. RNLRAASE FpSTENEq IENOTH TO ACHEYE MNMIIM PEOUIRED PENEliUT1pN. <br />). DESIGN U Tl{E SUPPORt ST0.lIL'TLME 61 MLL eE THE Sq.E ftESPUN5186FNOF TH[ BIl&DING OESIQNER <br />AND sIlA1 BE DESIGNED FOR THE JAMB LOAD USTED IN ABOVE TABLE A6CACUATED PEfl NOTE 4. <br />8. SCREW ANCIgPS SHALL BE kSTAl1ED PER W WIIFOCTMER5WRRTFXINSTRMTgNS <br />AI -- <br />I. sou.,. PE <br />I--, <br />A.Nf ,Tg 1 <br />SGD , MT <br />H PE S1 , �]3T 6E3wVF2203 <br />16d COMMON WIRE HA" AND /Sd THREADED HARDENED -STEEL MN44 <br />®mom <br />a <br />s <br />1 BASED ON HAICO MONWIRE NALSID.-31:21OR I6E THPEADEO HARDENED STEEL GRAILS 10.148'e11T1 <br />WITH A MINXMIM PENETRATION OF Y INTO SIDE GRAIN OF AWN MEMBER, <br />2. NMLS SHALL BE PF IDED N PARLS AT A MAXIMUM SPACNQ AS SfIOWN N TABLE W nH A <br />MINIMUM OF THREE (31 PAR60F NALs PER JAMB NAILS AT TOP AND 80TTOM <br />OF.MMB SHALL BE PC"TE MAXIMUM OF E' FRAM THE END OF THE JAMB <br />3L. <br />. OAD PER JAMB CACUATEO BV TAKRK3 DESIGN LOAD (PSF1 TMES DOOR W IDTH IFTI DIVIDED BY 2 <br />EXAMPLE: DESIGN LOAD. 3GIM1 <br />DOOR WIDTH. 1. <br />LOAD PERJAMB - 30PM v Ifi1V2- 2406'B <br />4. CFMRT IS BASED ON S- MMAAM AND 24' W MAXINLM GGU{ HEIGHT_ <br />5.D-RJAAIBTOeE24ORLARDERNO. 2(fL%DESPFLUMBEROABETTERM EOTOsUPPOgTSTRUCTURE <br />IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REWIRED PENETRATION. <br />6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSI&LITY OF THE W&DING DESIGNER <br />AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED N ABOVE TABLE AS CALCULATED PER NOTE 3. <br />]. EDGE USTANCE6. END USTANCES AND SPAC.CS SHAL BE SUFFlCENi TO PREVENT SPLITTXNG OF Tiff WOOD. <br />Am W! <br />-E. x4Rs. P.I. <br />3121 iahbrte fA. <br />GroX[on. TX ]SOOT <br />PE 51T3] fX Pf 563D8/F21D3 <br />SCHEDULE S <br />34"O HLTI KWIK BOLT 3 EXPANSION ANCHOR <br />1 GAUD ON 316'O HATI MIK BOLT 3 EXPANSION ANCHOR WITH A I WOO WASHER MO NORMAL WEINT <br />tINGRACKEDCONCPETE WITH A MIfEABA{EMBOMENT DEPTH OF21/2'A40AMRMAUM EDGE DISTANCE OF <br />). tiA`:EO iN 3AYR Hf.H KWM eOLT 3 EXPANSKN ANCHOR WITH A 1 Y4"0D. WASHER -O-n 111 FD GAa1- A <br />MINMIM1 EDNENTDEPTHOF2T2'AWAMINMUMEDGELVS1ANCEOFI. <br />ONLY ONE ANCHOR PER- UMT <br />Cp{LMTE MASONRY Mrs SHALL CONFORM TO ASTM OW AND GROUT $HPLI CONFORM TO AST' UT6 <br />3. Rro'VIDE QUANT-OF ANKNO-AS REQUIRED TO MAMA. --A-. <br />TABLE WRHALLHENMOF THREE 131 ANr.I OMINFB. A INESATTOP ANU BUTTON <br />OF' JAMB SHALL HE IucE4 A MP%A4M OF 6' FROM 1NE EAO U 111E JAMB. <br />4. lAAO PER JALW CIACIAATEO BYTAKNG DESIGN LOAD IPSFI TOES OWR WUTN (Fn TINNED BY 2. <br />EXMNPIE: OESIC ! LOAU-3tpF1 <br />1XX)R wmrH.lal <br />LOAD PER JAL@. Ypl, I61V3.2411nO <br />5. CHANT6BASEDONB'd'MNMAMAND24CMAXNONDOOPIIEI HT. <br />fi. DOOR JAMBTO BE2,6M .W SPF LU.IBEHORBETTERMGUNlEVt SWPIX{i STgUCtUPE. <br />FFIXN TOVENDFIVWALL,.CgW FASTENER LENQTN i0 ACHEVE NINYAIMREWMEU PENETMR <br />T. DESGN OF THE SUPPORT 6tflTHE JA SHALL BE NNE SOLE RESFNW E AM C L THE BUDDING DESIGNER <br />AND ALLBE Of.S10NE0 FOq THE JAMB LOAD USfkD IN ABOVE 1pBtE AS GAI CLLATED PEP NONE 4. <br />B SCREW ANCHfNiS SNALBE INSTALLED PEq WNUFACTUgERS WPRfEN eCTNIGIK ti, <br />INw, E. - P.E. <br />z1 T. R. <br />%F.MT <br />Rw L]nz Tx rts63NWFzm3 <br />REVISIONS <br />NO DATE DESCRIPTION <br />L N e C <br />M <br />L � <br />Q I <br />a � � q a <br />E P ` <br />41 E <br />o�eA <br />=y <br />d Z <br />cN �` <br />T <br />OF. <br />a <br />O W <br />O V <br />y, O ry <br />LL - <br />N L of <br />J= f- <br />a <br />� O � <br />m� <br />N O <br />E I <br />D O W <br />o � <br />eD & <br />a n�U <br />ur rn <br />U <br />l'- 3 m' <br />J 0O <br />OQ <br />CL CL o¢ <br />Q oQ <br />w0 <br />= J <br />p >O <br />O 0 I= <br />awa o <br />� oa <br />O <br />-j J <br />lL LL <br />JOB NO. <br />DATE <br />FBC 2014 <br />DRAWN BY <br />MANUFACTURE <br />SHEET NO. <br />OH-2 <br />