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. SILL PLATE AND ANCHOR BOLTS PER \1 <br /> SHEARWALL SCHEDULE. MIN 5/a" 0 P I- <br /> WALL PER PLAN (2) LAYERS OF 90# _ _ „/ ANCHOR BOLTS @ 48" 0/C L <br /> SILL PLATE AND ANCHOR BOLTS FELT OR EQUIVALENT — n`1 N E E <br /> PER SHEARWALL SCHEDULE. (USE SLAB PER PLAN <br /> 2x6 P.T. SILL PLATE W/ %" 0 I 1_11 I I \\\\ <br /> • J—BOLTS @ 48" 0/C MIN.) III i — I (2)H—BARS AT TOP <br /> • BACKFILL W/ POROUS —I 11.__H U) <br /> MATERIAL (TYP) I— <br /> �_� +� <br /> 6" o <br /> - �_. _ _ <br /> in <br /> f -1 11 I- 1-1 I1=1 11=1I 1 U <br /> -III VIII I I II III-III z" CL. • O Ifi <br /> N <br /> FROST DEPTH 8" WALL w/ #4 BARS 18" o/c > <br /> (18" MIN) EACH WAY. (2) #4 BARS @ TOP. Q Q r0 E <br /> HOOK VERTICAL BARS INTO FOOTING V—BARSRETAINING WALL NOTES I Q o <br /> 8 — ALTERNATE HOOK DIRECTION. �• 2009 INTERNATIONAL BUILDING CODEC J O� ` 6 <br /> + 'g. 35 PCF EQUIV. FLUID PRESSUREC>> <br /> NO SURCHARGE '—Cf) Y Q <br /> (2) #4 BARS f'C = 2500 PSI Q) 0 01 N <br /> 4" 0 PERFORATED PLASTIC PIPE. 16 CONTINUOUS Fy = 40 KSI (#4 AND SMALLER) 0 o <br /> CENTER IN ONE CUBIC FOOT OF H—BARS n <br /> FREE DRAINING GRAVEL AND DRAIN Fy = 60 KSI (#5 AND LARGER) N N a> <br /> TO APPROVED OUTFALL. SOIL BEARING = 1500 PSF — 0 Q rn <br /> FNDN/SHEAWALL CONN H BACKFILL W/ POROUS MATERIAL NWN <br /> O SCALE: 3/4"=1'-0° <br /> 0 '71CLIZ <br /> D O <br /> MATCHING DOWEL I <br /> EACH VERT. LAP 42 (n <br /> BAR DIAMETERS MIN <br /> 4" 0 PERF. PLASTIC PIPE V BARS <br /> • <br /> CENTERED IN 1 CUBIC FOOTjr \ <br /> WASHED PEA GRAVEL AND 1 <br /> • SEE FOUNDATION DRAINED TO DAYLIGHT OR Iv I I Q <br /> e• a a SCHEDULE FOR APPROVED OUTFALL / -_,I N <br /> REINFORCEMENT III Q 00 <br /> REQUIREMENTS <br /> ono <br /> • as <br /> • o°o °ao o • I 1 I <br /> b° a�Oo <br /> ry Q <br /> a T-BARS oeoo <br /> o <br /> . °:°08.3:°<8. <br /> BACKFILL SOIL NO STEEPER ~ <br /> 4' MAX Via. THAN 45 DEGREES. SEE III - <br /> D FOUNDATION NOTES FOR m W <br /> • D BACKFILL REQUIREMENTS. LD <br /> Q __ (Y <br /> ryI--,, Li> <br /> 2H MIN. 0— 3" CL I — W <br /> ®STEP DOWN FOOTING DETAIL III- <br /> 11=111— <br /> A 8 <br /> CA\TIEEVER RETAI \ \ C WALL SC - -3ULE: \O SURC -ARC <br /> Drawn By: CCC <br /> Checked By: CCC <br /> H A B C D V-BARS H-BARS T-BARS Date: 11-26-14 <br /> •1 _ 2'-4' 19" 8" 0" 10" #4@18"o/c #4@10"o/c #4@12"o/c SDA JOB NO. <br /> 7L21 <br /> 4'-6' 46" 8" 0" 10" #4©16"o/c #4@10"o/c #4©12"o/c <br /> STRUCTURAL , <br /> I z <br /> DETAILS <br /> S- 6 . 0 tI - 7 '� <br />