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SHEATHING NAILS @ 4"®o <br />�iT <br />€ t1— <br />JOISTS PER PLAN <br />_T <br />! UNBALANCED <br />2x4 FLAT BLOCKING �I I !,a FILL <br />45"®c, (NOT REOUIRED IF <br />UNBALANCED FILL t 2I-0€I) <br />SEE WSW <br />FOR CALL=OUTS <br />IN 60MMON <br />in <br />m <br />1 <br />24 <br />4x� to 24" 0.6, <br />SLAB -ON -GRAVE <br />PER PLAN <br />il...111, Qlil ,l <br />(I)4 CONT. <br />TOP 4 DOT. <br />POST PE <br />POST 5,4 <br />PER PLA <br />FACENAIL PER 1/50100 <br />DIAPHRAGM <br />BOUNDARY <br />NAILING <br />SHEATHING PER PIAN- <br />J015T5 PER PLAN - <br />HANGER PER PLAN <br />IE <br />FIN15HED GRADE <br />0 <br />cv <br />LINTH w/ <br />;I'T # <br />'5 (p I2"®c <br />PER PLAN <br />m <br />1.4 <br />SHEATHING PER I/56100 <br />2x STUD WALL PER PLAN <br />SHEAR WALL EDGE NAILING SHE, <br />5IA15®®N®G DE <br />(NHERE OCCURS) ®JOI E- <br />J01 E <br />a A <br />STEM WALK AND FOOTING <br />PER 1/5800 <br />SEE 1/5500 <br />FOR CALL -OUTS <br />IN COMMON <br />CORNER BARS TO <br />MATCH HORIZ. REINF. <br />(ALT. HOOKS AT <br />I NTERMED I ATE WALLS) <br />\—ADDITIONAL VFRT. <br />BAR ® CORNER <br />,-J <br />(1)*4 x 36" DIAGONAL <br />fta <br />;A <br />I <br />NORMAL FOOTING <br />oREINFORCING <br />m <br />STING STEM WALL <br />STING <br />m <br />CONCRETE WALL5 <br />AND FOOTINGS <br />CORNER BARS I <br />NORMAL FOOTING <br />REINFORCING <br />ADD'L BARS TO <br />MATCH NORMAL <br />REINFORCING <br />LINE OF EXCAVATION <br />0 <br />a <br />EXCAV/ <br />ALLOWS <br />TH15 LIN <br />FACENAIL PER 1/5610C <br />DIAPHRAGM <br />BOUNDARY <br />NAILING <br />SHEATHING PER PLAN <br />J015TS PER PLAN® <br />l /V LSL RIM BOARD <br />x 50" DOWELS W/ SET®XP <br />7XY @ EA. NEW REINF. <br />R, (EMBED 4") <br />SPECIAL INSPECTION JOISTS PER PLAN <br />WIRED <br />SEE i/5500 <br />FOR CALL -OUTS <br />IN COMMON <br />BURKE "KEYED KOLD" JOINT e <br />STOP REINFORCING I" CLEAR <br />OF JOINT EACH SIDE <br />�:,—X X -X —X <br />PREPARE BASE PER PLAN ' <br />OR AS SPECIFIED BY <br />GEOTECHNICAL ENGINEER <br />6ON5T U6TION JOINT <br />RIGID INSULATION, SEE ARCN'L DRAWINGS <br />SLAB -ON -GRAD %" x ��" CONT. PREMOLDED <br />PER PLAN MASTIC JOINT STRIP OR <br />SAW -CUT <br />CUT ALTERNATE <br />WIRES AT JOINT PREPARE BASF PER PLAN <br />OR AS SPECIFIED BY <br />GEOTECHNICAL ENGINEER <br />CONTROL JOINT <br />;r <br />x <br />Cn a O X <br />� <br />rai <br />m5 AS REO'D 9 '� I %D <br />PENETRATIONS <br />PACED A MIN. <br />PETERS ON CENTER �'-0" MIN: <br />SHEATHING PER 1/SgOO <br />2x STUD WALL PER PLAN <br />SHEAR WALL EDGE NAILING <br />SPLICE S�iE,�TiIING <br />. SMEAR WALL EDGE NAILING <br />_. <br />\_5TEM WAIL AND FOOTING <br />PEP 1 /5500 <br />PIPES PENETRATING FOOTIN65 <br />CALL PLAN <br />SIZE <br />REINFORCING <br />R DETAIL- <br />Cl b <br />18" sq x W thick <br />(2) #5 EA. WAY <br />I50TTOM <br />�4 <br />24" sct x 5" thick <br />(2) #5 EA, WAY <br />BOTTOM <br />�® <br />50" sq x 8" thick <br />(5) #4 EA. WAY <br />E30T TOM <br />3b <br />56" sq x 12" thick <br />(5) #4 EA. WAY <br />BOTTOM <br />m <br />2xb P.T. PLATE <br />(5x& NHERE SPECIFIED <br />PER 1/50100) w/ A.B.'s <br />AND PLATE WASHER5 <br />PER 1/50100 <br />4, TOP <br />4 ® IS"Or,, HORIZ. <br />#4 @ I5"oe, VERT. <br />(ALT. NOOKS) <br />I <br />' . JOISTS PER PLAN <br />LU528 HERS (SEE GEN. <br />NOTES FOR HGR. O'MENTS <br />TREATED WOOD) <br />P.T. 2xIO LEDGER vm/ (2) <br />ROWS 5DW52240OD5 <br />o 12"®c EA. ROW, STAGGERED <br />2 <br />DECKING PER ARCH'L <br />(2)4, BOTTOM <br />TYP. <br />Im/ hl <br />