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APP;ND ( A... Continued <br /> <br />RECOMMENDED PERIMETER PIER IN~'I'ALLATION METHODS WHEN PIERING IS <br />REQU{RED !~ BASEMENT FRAME/PIERING PLAN OR BY LONGITUDINAL FRAME <br />PIERING PLAN. <br /> <br />JAMB STUD IN <br />$[DEWALL OR <br />PORCH POST <br /> <br /> I <br /> 10' MAX_ .-~ <br /> <br /> [ , ~--I ~ TRANSVERS£ <br /> <br />ON ~DGE (NAILED/ <br />2 FLOOR JOISTS # <br /> <br />DETAIL "A" -- BASEMENT FRAME ONLY <br /> <br />JAMB BTUO IN RECESSED <br /> <br /> I1 <br /> <br /> ,'~ F-I I TRANSVERSE <br /> ..-..~j.~ ' "'~ LONG(TUDINAL <br /> <br /> CRE E PAD <br /> <br />DETAIL "B" -- ~SEMENT OR LONGITUDINAL <br /> <br />JAMB STUD 1N <br />SIDEWALL OR <br /> <br /> ~--~_.~ SIDEWALL <br /> <br /> LONGITUDINAL <br /> J,__ .. ~j ~'"~" FLOOR JOI~S <br /> <br />ON EDGE {NAILED/ ~ ~'~.~ <br /> <br /> D~TAJL "C' ~ ~NGITUDINAL FRAME ONLY <br /> <br /> NOTES: <br /> 1, PIERING METHODS <br /> SHOWN ARE <br /> APPLICABLE TO ALL <br /> REQUIREMENTS FOR <br /> PERIMETER PIERING, <br /> NOT JUST JAMB <br /> STUDS DR PORCH <br /> POST CONDITIONS. <br />2. MINIMUM CAPACITY <br /> FOR PERIMETER <br /> PIERING iS 14,00 LBS <br /> PER PIER. SEE EXHIBit <br /> 2 FOR PAD SIZES, <br />3. 4 x 4 BLOCK MAY BE <br /> OMITTED IF PIER <br /> (METAL b-'TANg) IS <br /> UNDER FLOOR RIM <br /> JOIST. <br /> <br />]6 <br /> <br /> <br />