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The Genuine. The Original.
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<br />Jamb Connection
<br />Supplement
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<br />1. BASED ON 3R9A307 HEADED OR HOOKED iI.WMN. NOOK UV GTHI ANCfIOR BOLTS W RH A r O.D. WASNFR
<br />WITH AM"MUN EMBEDMENT OEM M r AMD AMNNUM EDGE GIBTANCBOF r.
<br />2. PROVIDE QUANTITY OF ANCHOR DOLTS AS RECURRED TO MAKTAN MA (WAAN SPACING AS SOWN IN
<br />TABLEWRHAM3R MTNEE(3)ANCHORBMTSPEAJM6 ANCHORSOLTSATTOPAD BOTTOM
<br />OF. "BNM.LDE P ACEDA MAKKNMOF W FROM THE EADOF THE MS
<br />3. LOAD PER JAW VLCA,AT® BYTAIRLG DESIONLOAD (PSF) TEES DOOR WIDTH (FT)ONBED BYZ
<br />EXAMPLE: DESIGN LOAD. 30P0
<br />DOOR WE". IRS
<br />L011D PER JAMB.20PFI a INV2.5M04T
<br />4. CGNRT IS BAD CM 64C MINIMUM AND 2Td MAXIMUM DOOR HEIGHT,
<br />S. DOOR JAMB TO BE W NO.2 GRADE SPF LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE
<br />FMCUNfNGOVERORYWALL. INCREASE FASTENER LSWD TO ACHEVE MOWN REOMRED PBETRATTON,
<br />C OESBROITIE SUPPORT STRUCTURE SHALL BE THE SOLE FOWO SMJTYOI TIME BUILDING DESIGNER
<br />AND SMALL BE DESIGNEOFOR THE IAMB LOADUSTED NASOVE TAME ASCACALLATED PER NOTE 3.
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<br />2 PIVIIDEOUMITRY OF lw SAEWSASREOIAREDroAMNfAN MAXMMSIACNGASSIGW,IN
<br />iAB1E WON AIRAAMOF TNIEE (N lAq BCIEW3 PERJN! Iw SCREBBATIOPMBOT1oA
<br />of JAB SHALL eE PLACAD A IMKMM OF r moA TIE EMB of THE JMB
<br />A LOSDPER JAMUICULATEDBYTAKSIGOF410NtOw (PEP) TW30001H WBTI (Fry OMOFD EY A
<br />EXAMPLE: DESIGNROAD-3w
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<br />LOAD PEA JAB.30p1 a Hr! - 3M4T1
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<br />& DESIGN OFTHE SUPPORT STRUCTURE SNALLE TTE SOLE fSKONmOE4lDOOE3GWER
<br />AND E G OEtrMCF ORIIE tM%LMDLASTEDTABOVETABLEABCAIALAlEO PERIIGTEB
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<br />t Lw BCRE\Y8 SHALL. COMPOLM TO ANSI I AR1E STAMDAw N821.
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<br />COMCIETE W1i11 AIMBYBB®IEMOF9INOF23V•AIDANRBA AIRIE WTOGRO TI ILLED
<br />2 eABEDON 3598CP90NiTFN W 8MEYI ANIC11oR WIIHA 1.TIr0.0. WASHER Nro O1IGUf FLL®CW W,M A
<br />M3BALIEREDLdIT DEPn1Of zvr, AMNMMC-00E OBTANCE aF r. MAMAMRIMEM DISTANCE OF 4•.
<br />cexcRETE MJAaNrLMI6 WRau COINFORM TOABIM tmANDORXrt9MAYL CGNWAIroASIMcn4.
<br />3 TAN10rpEOUAMINIAL SCREW ANDWRS AS REOINRFDroMQRANMMXARN SPwNG ABB110WNN
<br />NSWON A3YSRINOFTIMEE pUSMrFIOMTHSPERJAW SCREE ANCINORS AT IOPMBOTTOM
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<br />T. DESIRMNDFnE31PAdiTBTRUCTOESNNL BE THE BOLE RE9F0MlW0./TYOF THEiXAtDRIGOE810MEA
<br />ANDSILLIE DESONFLfdGTNEdABLOwuBIFDRL4B main OdSlFAK P£ANDTE 4.
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<br />LEANED ON,BADOMAON WYE MNRS M816219,R•U OR 144TNRFADED HNRDELLLSIEFi NASSR.IASY41?I
<br />W DR A IBBAM PEtETMTIGN OF T MO SEE GRARI OF 1MN MEYBEL
<br />2. HMS SNAL SE PRDVWW N►ALAS •TAMAIRAAT SPACWG M SIGWN NTANE W,MA
<br />MMALIOFTHREED)PANSO'NMSPERJAB WASATTOPANDtMTOM
<br />OF JAB SWVL M PLACED AMANAMO►r FWMTTE EW OF THE JAW
<br />3. tOAD PER JAMB CYaLATEDBY TREND OESION UDADMR-) TMS ODOR WIDTH (FT) DIYIDEDBY 2
<br />FXALPLE: VERMIN LOAD .340
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<br />LOAOPER JAFB.9oP,1a 14r1-2Mb4
<br />4. CHANT IS BASED ON rd MNRRIMAO Nd MAXLNM DOOR MIGHT
<br />3. DOOR A" TO BE 2M OR LARGER NO, 2GRADE SPF VARIER OR BETTER MOUNIED TO SUPPORT STROCnLRE
<br />F MOUNTING GYM DRYWALL. INCREASE FASTENER LE/IGTH TO O MNIAIY REOUSED PENETRATION
<br />R. DESIGN OF TIE SUPPORT STRICnW SHAM. BE THE SOLE RFSPONSBLITY OF THE BALODI3 DESIGNER
<br />AND SHALL BE DESWNED FOR THE JAW LOAD LISTED N ABOVE TABLE AS CALCULATED PER NOTE 3.
<br />T. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFCTENT TO PREVENT SPLITTING THE WOOD.
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<br />2. LA3EDIH 13101an KwRNIar 3FIPMJBAINANDIdM W,MA,Y4' DD. TABOR NroOAOTM FitFD 13y YVOH A
<br />NNNMM EABEABlT 0®MGFf,IY ANDA,41aRM EDDE v6TA1NOE Of r.
<br />ONLY CNE ANO,IGA PER LIABpIRY DINT
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<br />3. PIBVIDEOULWTRYO AMCIIGRSbREOWEO iOAWfANIMYMMBPACAW AC3110WMN
<br />TABAWITNAABEPLAC THPEE DGNiCRORBPEINEU OFIORBA& AMB BOTTOM
<br />OFJAB STALL BE NADEDA MAXRRMOF r FROMTNE Eq OF 1NE JAMB.
<br />a tPADPEP JABfKQIIAIED BY TAI,NGDEBXN LOADIPBHTMEBDOOP WDTH IfTI DIVOED Rr2
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<br />FENGHOF LDYER DRYWALL INC11FYSEFASTM IFJNOINE AONEYEY MT REDIMED PEIEIiAnf3l
<br />T. OE9AYNOf TNEBIFIgRf STRUCIAIE EMLL RETIE 301E IE3POtB41M1fYDf iLIE IIINpID EESIOHER
<br />MSNNLBE OE81OlEDPOR nEJAW LOw 1.6'IFD N ABDYE lAB1E AS CALGAATED PEN NOTE A.
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<br />REVISIONS
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<br />DATE
<br />FOG 2014
<br />DRAWN BY
<br />MANUFACTURE
<br />SHEET NO.
<br />OH-2
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