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• <br /> SUPPORT OF B.C. OF STANDARD OPEN END MII/SAC - 7 3/30/2004 PAGE 1 <br /> JACK USING PRESSURE BLOCKS <br /> MiTek Industries,Inc. <br /> 11 <br /> ® Western Division <br /> Loading(PSF): <br /> BCDL 10.0 PSF MAX <br /> 1 <br /> 2x4 bot,chord of jack trier tru s <br /> vr 2- 131"X3.0"MIN) <br /> I ��+`S(typ) <br /> 2x4 block jack <br /> tween jacks, • truss <br /> nailed to carrier (typ) I <br /> w/6 W/(.131"X3.0"MIN) <br /> I nails spaced at 3"0.c. <br /> 1 <br /> I <br /> GIRDER <br /> i <br /> I I I6-p-p <br /> • t I I <br /> CAL HIPS'--* 1 I I I ___1_ <br /> GIRDER I ; -_, I —' <br /> L 1 I I <br /> / i f <br /> f I i i `24"N? <br /> � r i i , <br /> PARTIAL FRAMING PLAN OF <br /> CALIFORNIA HIP SET WITH <br /> SUB GIRDER <br /> BC of carrier truss <br /> 1 <br /> I <br /> i <br /> 'I\ 2-(.131"X3.0"MIN)NAILS(typ) <br /> BOTTOM CHORD OF OPEN END JACK • <br /> 2x4 block between jacks,nailed to carrier BC <br /> w/6-(.131"X3,0"MIN)NAILS @ 3"o.c. <br /> 4 p s <br /> A WARNING-eerldir design parameters and READ NOTES ON THIN.AND LNCLUDED;ATTER RBFERENCE PAGE MIZ-7473 BEFORE tree. 7777 Greenback Lane ..,• <br /> Design valid for use onlywith MiTek connectors.This design is based onlyuponSuite t09 <br /> �g 9 parameters shown,and 6 for an individual component Citrus Heights,CA,9581 <br /> Applicability of design paramentea and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown <br /> 6 for lateral support of individual web members only.Additional temporary bracing to insure stabitfy during conshvcfion is the responsibillity of he <br /> erector.Additional permanent bracing of the overall structure 6 the responnblily of the building designer.For generol guidance regarding <br /> fabrication,quality control,storage.delivery.erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and 10511 Building Component M Tek• <br /> Solely Information available Bom Truss Plate institute.583 D'O nofrio Drive.Madison,WI 53719. <br /> �/6) <br />