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(C DOUBLE TOP PLATE W/ EDGE NAILING <br />(STAGGER) <br />© SHEARWALL EDGE NAILING AT ALL PANEL <br />EDGES. BLOCKING AT ALL PANEL EDGES <br />WHERE APPLICABLE. <br />EDGE NAILING TO HOLDOWN POST (FULL <br />HEIGHT) STAGGER INTO DOUBLE STUDS <br />® STUDS @ 16" ON CENTER <br />C)PRESSURE TREATED SILL PLATE WITH <br />EDGE NAILING AND ANCHOR BOLTS PER <br />SHEARWALL SCHEDULE. <br />TOP PLATE SPLICE NAILING TO BE (8) 16d <br />SINKERS (MIN). LAP 48" MINIMUM. CENTER <br />SPLICE ON STUD. <br />STD. <br />SCALE: <br />®HOLDOWN PER SCHEDULE AND <br />PLAN (HDQ8—SDS3 SHOWN) <br />® COORDINATE ALL STUD AND <br />PLATE SIZES w/ SHEARWALL <br />SCHEDULE REQUIREMENTS <br />UJ EDGE NAILING TO POSTS, TRIM <br />STUDS, AND KING STUDS <br />UK BEARING STUD FOR HEADER <br />©RIMJOIST TO BE 13Y2" MIN <br />THICKNESS AT ALL <br />SHEARWALLS <br />SHEARWALL ELEVATION <br />S.W. LENGTH <br />PER PLAN <br />TOP PLATE' <br />HEADER PER PLAN — EXTEND <br />OVER SHEARWALL AS SHOWN <br />P.T. 2x STUD. NAIL TO <br />CONCRETE W/ GALVANIZED <br />16d @ 8" O/C <br />0 <br />SLAB ON GRAGE <br />FOOTING PE <br />x PLAN (16" W <br />8" T MIN) <br />9" HOOK TYP <br />TYPICAL GARAGE <br />SCALE: }fit"=1'-®" <br />uu21 MA I <br />NAIL SHEATHING TO HEADER W/ NAILS <br />PER SCHEDULE @ 3" O/C EACH WAY <br />SHEARWALL PER <br />PLAN <br />HOLDOWN PER PLAN <br />(HDQ8—SDS3 SHOWN) <br />G" MIN. <br />H <br />2" CL. <br />V <br />H- <br />MATCHING DOWEL EACH VERT. <br />LAP 42 BAR DIAMETER5 MIN <br />4" O PERF. PLASTIC PI <br />CENTERED IN I CUBIC FO( <br />WASHED PEA GRAVEL At <br />DRAINED TO DAYLIGHT C <br />APPROVED OUTF? <br />T-BARS <br />2" CL <br />I <br />D r <br />BOTTOM PLATE SIZE AND ANCHOR BOLTS <br />PER SHEARWALL SCHEDULE. NOTE: 3x <br />MAY BE REQ'D. <br />*(3) #4 VERTS EVENLY SPACED ON EACH <br />FACE (6—TOTAL). HOOK INTO FOOTING AS <br />SHOWN. <br />IF <br />d <br />a• <br />0 <br />0opoo°p .a <br />qj <br />0 O0u o <br />°0 <br />0° <br />0a <br />0 0° <br />a a <br />, Ada ® d 9 <br />a <br />A <br />51LL PLATE AND ANCHOR BOLTS PER SHEARWALL <br />5CHEDULE. MIN Va" O ANCHOR BOLTS @ 46" O/C <br />)H-15AR5 AT TOP <br />RETAINING WALL NOTES <br />2015 INTERNATIONAL BUILDING CODE <br />35 PCF EQUIV. FLUID PRE55URE <br />40 P5F 5URCHAKGE <br />f'c = 2500 1`51 <br />Fy = 40 K51 (#4 AND 5MALLER) <br />Fy = GO K51 (#5 AND LARGER) <br />501L BEARING = 1 500 P5F <br />BACKFILL W/ POROUS MATERIAL <br />-BARS <br />LAB ON GRADE REQUIRED FOR <br />TALL HEIGHTS GREATER THAN <br />-FEET. <br />do <br />Ta <br />4• <br />i <br />d <br />1. <br />d <br />a <br />I- <br />♦ <br />I <br />I <br />3" CL <br />-6" THICK - CONCRETE --,IsCANTILfVfR RETAINING WALL 5CHEDULE: 100 -P5f 5URCHARGE <br />PILASTER <br />h <br />A <br />B <br />C <br />D <br />V-15AR5 <br />h-BAR5 <br />T-15AR5 <br />0'-4' <br />1311 <br />8" <br />1511 <br />10" <br />#4 @ 1 2 "o/c <br />#4 @ 10'o/c <br />#4 @ 1 O"o/c <br />4'-G' <br />3" <br />8" <br />1,511 <br />1011 <br />0" <br />#4 @ 1 2"o/c <br />#4 @ 10"o/c <br />#4 @ 10"o/c <br />G'-51 <br />4" <br />8" <br />33" <br />1411 <br />#5 @ 1 5"o/c <br />#5 @ 10"o/c <br />#5 @ 10"o/c <br />Q) <br />-+-� tp <br />®) <br />•U o <br />0 N <br />(n N <br />I <br />to <br />Q �o <br />00 <br />C: x 0) <br />LLl <br />_ Y <br />(D <br />N <br />Q CO +0 O <br />v <br />row M <br />0 I <br />04 <br />04 <br />-� <br />U o <br />Q. <br />4 <br />V) <br />No. Date By Revialon <br />LLi <br />O <br />U <br />N <br />00 <br />z <br />0) <br />LJ <br />® <br />W <br />Q <br />Cf') <br />> <br />LLJ <br />Y <br />LLJ <br />Off <br />cA <br />Drawn By. CCC <br />Checked By. CCC <br />Date: 01-25-21 <br />9146 <br />STRUCTURAL <br />DETAILS <br />s-6.o1 <br />