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SHEAR WALL SCHEDULE <br />Structural I <br />SPACING <br />APACIT <br />plywood <br />AI <br />FLOOR SILL NAIL <br />SILL BOLTS <br />REMARK <br />BOUND <br />EDGE <br />INTERIM <br />#/L F <br />or OSB <br />O260 <br />15/32 STR'L 1 <br />8d <br />4 <br />4 <br />12 <br />16 d @ 3"O.C. <br />5/8"0 @ 24"O.C. <br />8 <br />380 <br />15/32 STR'L 1 <br />8d <br />3 <br />3 <br />12 <br />/8"0x5"L.G@10"O. <br />.5/8"0 @ 16"O.C.SEE <br />#2&3 <br />O490 <br />15/32 STR'L 1 <br />8d <br />2 <br />2 <br />12 <br />/8"Ox5"L.G@6"O.C. <br />5/8"0 @ 12"O.C.SEE <br />#2&3 <br />10 <br />640 <br />15/32 STR'L 1 <br />10d <br />2 <br />2 <br />12 <br />�/8"OxV'L.G@4"O.C. <br />5/8"0 @ 8"O.C. <br />SEE #2&3 <br />O <br />7/8" STUCCO OVER PAPER BACK'D LATH WITH 16 GA. GALV. STAPLE, 7/8" LEGS <br />@ 6" O.C. CBC TABLE 2306.3.3 Vallow=180 FT SILL BOLTS 5 8"0 @ 32"O.C. <br />1. Hold—down hardware secured in place prior to calling inspector. <br />2 Shear panels and diaphragms, including nailing, bolting, anchoring and <br />other fastening to other components of the seismic force —resisting <br />system, where the fastener spacing of the sheathing is < 4" o.c. <br />req'd deputy inspection <br />3. Sill PL.& studs @ edge of plywood for shear walls with lateral loads greater <br />than 300 pounds/foot require a 3 inch nominal or greater member. <br />4. All bolt holes shall be drilled a Max. of 1/16" oversized. <br />5. 1/2" edge distance for plywood boundary nailing. <br />6. 1/8" gap at all plywood penel edges required. <br />4" C❑NC, SLAB W/ <br />#4@16" o,c EA WAY <br />OVER 10 MILL <br />VISQUEEN AND OVER <br />4"THK 1/2" GRAVEL <br />16 <br />S2 <br />(E) 12" W X 18" D FTG <br />VERIFY IN FIELD <br />2OA <br />16 S2 <br />S2 <br />14B <br />S2 <br />2-COATS OF REDGARD c4AWATERPROOFING AND <br />CRASCK PREVENTION <br />MEMBRANE ICC#ESR1413 <br />----------------------- <br />14B 20A 14B <br />S2 S2 S2 <br />FOUNDATION PLAN <br />SCALE 1/4"=1'-0" <br />X NEW C❑NT, F❑❑TING SHALL BE 121' WIDE TYPICAL. <br />® SEE 14/S-2 FOR HDU5 <br />5/8`0 A,B, OR EPDXY BOLTS W/3X3X1/4 PLATE WASHER <br />SEE SHEAR WALL SCHED, FOR A.B. SPACING, <br />Plumbing wall shall have 2x6 minimum stud walls, <br />------------ <br />EXSITING WALL F❑❑TING <br />------------ <br />NEW WALL F❑❑TING <br />18A <br />S2 <br />206 <br />2:) <br />18A <br />s2 <br />SL4 <br />111111010MMANUN 1101 M-Mulm"Iel <br />SCALE 1/4"=1'-0" <br />0 SEE SHEAR WALL SCHEDULE <br />® SEE 8A/S-1 DETAIL FOR 4X4 K,P <br />411 <br />Nil 11L DENOTE 2X6 @16" ❑,C R,R TYP. U.N.❑ <br />Al I <br />-7 DENOTE 2X6 @16' ❑.0 C,J TYP. U.N.❑ <br />USE DF#1 FOR ALL 2XBM, HIP, & VALLEY <br />3x STUDS REQ'D FOR EDGE OF SHEAR WALL SHEATING <br />AND 3x SILL PLATER REQ'D FOR SHEAR WALL Og O 10 <br />Plumbing wall shall have 2x6 minimum stud wal(s, <br />SL3 <br />CITY OF SANTA ANA <br />Planning an Building <br />Ap <br />FOR PER <br />Master I D: <br />Date: 1. <br />SL1 <br />SL2 <br />Bui ing <br />Building <br />g <br />rovea <br />IT <br />ISSUAN <br />Cn <br />w <br />� <br />o <br />O <br />Cn <br />C <br />�b <br />_:d <br />�V <br />W Cd O <br />►-+ <br />►-� <br />r-, o <br />�p I +-) <br />Q <br />'C 0 ;� <br />cd cd 00 O <br />a <br />lCJ O 0 I <br />�CQ cd <br />Q <br />0 co 0 CO <br />U •--{ Qi Z' <br />Q�pF ESS/pN <br />G Q4-1��2 <br />y o <br />Z No. c058075 m <br />pFi <br />N M <br />O <br />Z N <br />Z <br />FM <br />OUP <br />a-oa <br />ZZ <br />c, <br />N a <br />o <br />3:14 <br />1 <br />CD <br />00 <br />N Z <br />O <br />� �ME). <br />r <br />Date <br />Scale <br />Drawn <br />Job <br />25128 <br />Sheet <br />S=3 <br />Of <br />Sheet <br />CE <br />