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I. <br /> 0 <br /> J:, <br /> BLOCKED FLOOR DIAPHRAGM 10 8'-0".NAIL W/ - . BLOCKED FLOOR DIAPHRAGM Tp 8'-0".NAIL W/• '� <br /> 104 @ 4"0/C PANEL EDGE AND tOd @ 12"0/C 104 @ 4 0/C PANEL EDGE AND 10c1@ I2'-O/C - / <br /> PANEL FIELD •- <br /> PANEL FIELD <br /> FLOOR JOISTS PER <br /> ,� <br /> SIMPSON HU26'HANGER EACH - + \ - SIMPSON:'H026' HANGER EACH :,.".e" ,t <br /> • PLAN 4•••JOIST.ATTACH TO SILL PLATE - • •- JOIST. ATTACH TO SILL PLATE • <br /> • <br /> I 2x SOLID-BLOCKING 3 bays :.. <br /> (2)#4-BARS AT TOP ts_ <br /> back @'48"0/C.ATTACH BLOCKING y •• • <br /> 6"(MIN) :�.• TO SILL PLATE W/.SIMPSON'HU26' N "o <br /> 6°(MIN).. EACH BLOCK. <br /> 11—III=III'-'— 11-111=III-III .5 ,� . <br /> • • _ 2X6$ILL PLATE WITH 9 ANCHOR BOLTS @ 48' - OR BOLTS @ 48' - O <br /> —1 I( � I 5° .--1117-111-1117-1- — 2X6 •SILL PLATE WITH/e 0•ANCH • ^ <br /> O/C MAXIMUM,VERIFY WITH SHEARWALL: VI v'0 <br /> . 1.1=111:'7111:1711.1:: <br /> 1 .1 I'1 1 1 1:1 11_ • OC MAXIMUM,VERIFY WITH SHFARWALL I I-IIIIII— III • <br /> SCHEDULE M 6.1 <br /> o o <br /> _ SCHEDULE -� • <br /> I. (2)#4-BARS AT TOP • • '1 1-1 C r .. <br /> �S 2 • <br /> . O <br /> NOTE: ALL PERMANENT _ 2.'CE. _ o m •. <br /> . . • FLOOR CONNECTIONS #5 @ 18"0/e #5 @ 18"o/c RETAINING WALL NOTES D : 'r, <br /> MUST BE MADE PRIOR '/ 20121NTERHATIONALWILDING CODE _ o <br /> • TO BACKFILLING- - ,! 55 PCF EQUIV.FLUIDPRESSURP- <br /> NO SURCHARGE ..•0. <br /> • -.4c=2500 PSI �: :. <br /> #4 @ 10"o/c . Fy=40 KSI(#4 AND SMALLER) <br /> Fy=60 KSI(#5 AND LARGER) <br /> /• ! SOIL BEARING=1500 BACKFILL W/POROUS MATERIALIAL <br /> • _ - MATCHING HOOK EACH VERT. ,. <br /> - MATCHING HOOK EACH VERT. - EXTEND 42 BAR DIAMETERS MIN ' <br /> . EXTEND 42 BAR DIAMETERS MIN .: 'INTO STEMWALL• <br /> • INTO STEMWALL. <br /> . . ... <br /> W W <br /> d <br /> • <br /> • <br /> 4"0 PERE.PLASTIC PIPE CENTERED.. .. --#'4 @ 12"o/e •- #4(012.0,c• <br /> Z'.Q <br /> IN 1 CUBIC FOOT WASHED PEA 4'.0 PERF.PLASTIC PIPE HEDCENTEREDP • • W <br /> - IN 1 CUBIC FOOT WASHED PEq 4 <br /> GRAVEL AND DRAINED TO - <br /> T CLR-- - - - -- GRAVEL AND DRAINED TO <br /> DAYLIGHT OR APPROVED OUTFACE' <br /> • DAYLIGHT OR APPROVED OUTFALL 4L <br /> . .. - SLAB ON GRADE REQUIRED .. <br /> '. .. SLAB ON GRADE REQUIRED: - �.p <br /> W. <br /> N. <br /> 0 <br /> . 2°CL .8.06 n •Yt. 00• 0 <br /> og 00 <br /> • <br /> ' . It1I1 <br /> • 1 <br /> IIIi- IIII1i , T— _I II11II <br /> �iiI� = <br /> •• a• • • <br /> • <br /> 3"CL . <br /> JOISTS PERPENDICULAR • • JOISTS PARALLEL Drown By:ccc <br /> 'Checked By:ccc <br /> D • <br /> ate:12.15.1 q',.. <br /> 4.. ( .. _ • SDA JOB NO, <br /> RESTRAINED RETAINING WALL SCHEDULE <br /> • 7421 <br /> STRUCTURAL <br /> • DETAILS <br /> ' NOTE: BOUNDRY EDGE NAILING IS 1 Od SPACED AT 4"0/C IWITH 3X BLOCKING S_7.0 <br />