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SILL PLATE NAILING <br />PER S.W. SCHEDULE (S-3) <br />S.W. (WHERE IT OCCURS) <br />BOUNDARY NAILING LS50 EACH -SIDE <br />OF JOIST (TYP) 10d @ 3"' O.C. <br />PER S.W. SCHEDULE (S-3) SHEATHING TO BLOCKING <br />A35 EACH -SIDE <br />3" SUB -FLOOR OF BLOCKING (TYP) <br />(3)3d@6"O.C.— 4 <br />$" 0 X 12" ANC. BOLT <br />@ 12" O.C. <br />GRADE — GRADE <br />FLOOR JOIST <br />BOUNDARY NAILING a PER PLAN. FLOOR <br />PER S.W. SCHEDULE (S-3) a SYSTEM REQUIRED PRIOR <br />VAS \® TO BACK -FILL <br />3„ <br />i\\ <br />/ <br />S„ <br />a <br />®e <br />#4 BAR @ 10 O.C. v , <br />(GRADE 60) \\/ a 60 <br />d <br />#4 DOWEL @ 10" O.C. <br />DAMP PROOF WALL. / REINFORCED SLAB <br />REFER TO ARCH. DETAILS PER PLAN. REQ'D <br />\ ° PRIOR TO BACK -FILL <br />d p <br />d p d <br />e <br />/\ ,24 <br />3 #4 CONT. BAR <br />( ) <br />GRADE 60 <br />l 5 t€ t S € 4 �-i 3 -11 <br />3vu <br />(NO SCALE) <br />NOTES: <br />1. FOOTING DRAINS ARE PER ARCH. DRAWINGS. <br />2. 3" COVER REQUIRED (UNO) <br />3. USE GRADE 60 REINFORCEMENT. <br />4. SOIL PASSIVE PRESSURE v 60 PCF <br />5. SOIL PASSIVE PRESSURE = 350 PCF <br />6. COMPACT BASE FOOTING TO 90% PROCTOR <br />7. ALL WOOD MEMBERS CONTACT TO CONCRETE SHALL BE PRESSURE TREATED <br />ALONG W/ GALVINIZED BOLTS AND CONNECTORS (SEE NOTES ON SHEET S-1). <br />— SHEATHING PER THE <br />SHEAR WALL SCHEDULE ON <br />POST PER PLAN —� SHEET S-3 <br />j� <br />FULL DEPTH BLOCKING <br />(3) BAYS @ 24" O.C. <br />SILL PLATE NAILING <br />SILL PLATE PER S.W. TABLE ON S-3 <br />PT SILL PLATE <br />BOUNDARY NAILING <br />4 @ 14" O.C. PER S.W. TABLE ON S-3 <br />(NO LESS THAN 2 BARS) <br />RIM JOIST <br />JOIST PER PLAN $10 X 10" ANCHOR BOLT <br />0.5° <br />SEE NOTE 5. 1 BOUNDARY NAILING <br />r PER S.W. TABLE ON S-3 <br />#4 Co) 14"O.C. <br />6" GEAR <br />NJ.S,, <br />SEE NO` <br />7Lu <br />r <br />STD HOOK �j \ \< <br />a <br />PER PLAN (2) #4 CONT. BARS <br />--- PER PLAN <br />TYPICAL FOOTING WITHL <br />(NO SCALE) <br />NOTES. <br />1. MAXIMUM ALLOWED HEIGHT OF WALL IS 4 FT. <br />2, 3" COVER REQ'D FOR ALL REINFORCEMENT. <br />3. USE GRADE 40 OR GRADE 60 REINFORCEMENT. <br />4. REFER TO SHEAR WALL TABLE ON S-3 FOR THE BOLTED SILL PLATE. 3 X <br />REQUIRED FOR SW-3 AND GREATER. <br />5. ANCHOR BOLT (A.B.) REQUIREMENTS: <br />5.1. ALL WASHERS SHALL BE 3 X 3 X 4' PLATE. MAX DISTANCE FROM EDGE OF <br />PLATE WASHER TO SHEATHING SHALL BE 1/2". <br />5.2. SPACE A.B. @ 43" O.C. IN NON SHEAR WALLS, <br />5.3. FOR A.B. AS SPECIFIED PER THE SHEAR WALL (S.W.) PLANS, REFER TO <br />S.W. TABLE ON S-3. <br />ABU (ZMAX) CONNECTOR <br />TO SUIT POST POST PER PLAN <br />NAIL PER MANUF REQMNTS <br />(4) #4 BARS <br />(2) PER CORNER <br />#4 TIES (TYP) #3 TIES @ 4" O.C. <br />3" DIA PLINTH <br />FINISHED GRADE a �" <br />®� <br />\% \% <br />SILL PLATE <br />SLAB PER PLAN <br />(REINFORCING PER PLAN) BOUNDARY NAILING \ \ \ <br />PER SHEAR WALL SCHEDULE / \ ' \ ° Q <br />ON S-3. /\ / <br />PER FOUNDATION PLAN <br />/ MIDDLE \ <br />PER PLAN <br />/ \ <br />co(5) #4 BARS (EACH -WAY) — 6" HOOK (TYP) <br />41 a / / cli 3 COVER <br />\ \(10 <br />FOOTING AT EXTERIOR <br />L <br />MIDDLE (N0 SCALE) <br />PER PLAN PERIMETER <br />FOUNDATION WALL <br />(5) #4 BARS (EACH -WAY) <br />3" COVER <br />(NO SCALE) <br />"„ ' " _ATE NAILING <br />N. TABLE ON S-3 <br />NDARY NAILING <br />S.W. TABLE ON S-3 <br />)d @ 6" D.C. <br />OPTIONAL SHEATHING SPLICE AT RIM <br />(NO SCALE) <br />1 - ,. 1 �m <br />2XPTSILL <br />(DEPTH TO MATCH JOIST) <br />DECKING PER PLAN <br />LU210 OR TO SUIT JOIST <br />(ZMAX) — <br />2 X PRESSURE TREATED <br />JOIST PER PLAN — <br />WAI 1 nr" ril A fi, <br />THICKENED FOOTING <br />(NO SCALE) <br />FOUNDATION SILL PLATE <br />-j- . I <br />VL�\BO\T// <br />INTERIOR JOIST <br />$�A�O� <br />WITH T%" THK WASHER / /\ <br />UNDER HEAD & NUT <br />@16"O.C. <br />X/ <br />DECK LEDGER ATTACHMENT DETAIL <br />a <br />kUl 7r-T UVI .BARS <br />8" EXPANSION GALV. BOLT <br />SON STRONG -TIE WEDGE -ALL ANCHOR <br />QUIVALENT <br />CONCRETE WALL <br />PER PLAN <br />a }' i i .91f Q t } i k l 4_r s f ,, S ix i <br />(NO SCALE) <br />u <br />n <br />s <br />O <br />o�Z <br />Lij C� d <br />Ld ° <br />Lo <br />Lu <br />uj <br />CD <br />U-A <br />LLj <br />to <br />CD <br />C <br />04 <br />cb <br />i <br />i <br />�rc <br />rc IC <br />i <br />