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BOTTOM PLATE PER SHEAR <br />WALL FRAMING PER PLAN, WALL SCHEDULE & NOTES <br />V <br />SHEAR "ALL WHERE OCCURS WALL FRAMING PER PLAN, <br />P.T. SILL T' 8c ANCHOR SHEAR WALL WHERE OCCURS <br />BOLTS PER SHEAR WALL PANEL EDGE NAILING PER SHEAR <br />SCHEDULE & NOTES WALL SCHEDULE OR NOTES <br />P.T. SILL T_ W/ ANCHOR BOLTS BEAM PER PLAN <br />CONCRETE CURB WHERE OCCURS PER SCHEDULE OR NOTES FLOOR SHEATHING <br />W f (2) 4 CONT TOP PER PLAN #4 x 24" DOWEL IN +'/, 6" 0 HOLE <br />EXTEND VERTICAL DOWELS EDGE NAILING PER PLAN FLOOR JOIST @ 16"OC, HAMMER -SET, 3" <br />PER PLAN EMBED, NO ADHESIVE <br />SLAB —ON —GRADE T/SHEATHI G CONC SLAB PER PLAN <br />8c REINF PER PLAN - <br />� v WHERE OCCURS <br />LLj <br />< SLAB <br />I <br />T/SLAB j+ s _ <br />— X® x - r) T/GRADE I I I n <br />�1LU <br />M VAR I ES TYP 8" CONCRETE STE �ALL <br />_77—° _ TT <br />TOP FLANGE HANGER a. 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B/FOOTING —' ° (—I °• ® z COMPACTED STRUCTURAL FILL <br />_ ® E OR PER GEOTECH REPORT <br />i _ <br />(2)#4 CONT ! #4C�16'°OC VERT (ALT HOOKS) v - ® B/FO T-- NOTE: <br />FASTEN ALL SIMPSON HARDWARE PER MFR SPECIFICATIONS. <br />PER PLAN #4C�10''OC HORIZ <br />COMPETENT NATIVE SOIL OR (2)#4 CONT I I III- #4@16"OC VERT (ALT HOOKS <br />COMPACTED STRUCTURAL FILL /I ronnn nnin a innsere reenen wa a-ree Jr Itarn .rrAfnl9 l590P'1P' U0017 <br />FULL -HT TJI BLOCKING <br />8d @ 6"OC INTO 2XBLOCKING <br />(3)10d TOENAILS <br />EACH BLOCK F-1 <br />(3)10d TOENAILS <br />T/SHEATHING THRU EACH JOIST <br />it BE <br />nn <br />191 <br />lnl <br />B/JOIST Ir lk 61 <br />JOIST PER PLAN, CONT JOINT <br />BM PER PLAN WHERE OCCURS <br />B/BEAM 2X4XV-6" EA SIDE <br />W/ (S) 10d <br />POST PER PLAN <br />co A34 W/POWDER <br />(2)LAYERS OF ACTUATED ANCHOR <br />® BUILDING PAPER <br />FOOTING 8c REINFORCING PER PLAN <br />T/GRADE ° <br />I `- <br />I Q . 4 ° = . <br />77 <br />B/FOOTING <br />I II <br />COMPETENT NATIVE SOIL OR (3)#4 CONT 8c <br />COMPACTED STRUCTURAL FILL , #4{�12"OC SHORT WAY <br />OR PER GEOTECH REPORT <br />METAL HARDWARE PER PLAN <br />SLOPE <br />eei <br />PER ARCH <br />FLOOR JOIST PER PLAN <br />i ,A <br />SLAB ON <br />GRADE WHERE <br />FLOOR JOIST PER <br />I ; <br />SLAB ON GRADE WHERE <br />T/SLAB <br />SLOPE <br />OCCURS <br />PLAN <br />°; <br />OCCURS <br />AV1AY <br />x <br />aX A. <br />Tf GRADE <br />NOTE: DIAL SLOTTED R WASHER <br />'° MAX, TYP <br />° <br />MAY BE USED W/ ADD'L CUT <br />(R WASHER-TQ-DOT R EDGE) <br />®. <br />T/GRADE <br />, <br />T/GRADE <br />VARIES <br />MASHER PER SW SCHED <br />SEE SW SCHED NOTES <br />1< <br />LR <br />i® <br />III I I� <br />VARIES <br />i�° <br />I— VARIES <br />.°• <br />SHEAR WALL SHEATHING <br />SHEAR WALL SILL PLATE PER SW SCHED <br />I <br />N <br />PER SW SCHED, TYP <br />v <br />z < <br />� <br />LiIII <br />v <br />I <br />I <br />. m. 4 <br />_ 0 ._ <br />,. <br />(.0Of W <br />SHEAR WALL STUD <br />-- HOLDOWN ScANCHOR BOLT W/ It WASHER <br />P.T. SILL R W/ ANCHOR <br />° <br />4 <br />CONC STEM WALL <br />a- <br />_ <br />c'; P.T. SILL PL W/ ANCHOR <br />® <br />I <br />CONC STEM WALL ®- <br />® ® <br />'` <br />PER SW SCHED, TYR <br />/ <br />PER SHEAR WALL SCHEDULE (MIN 5/$"e�x8°' <br />� BOLTS PER SHEAR WALL <br />_ <br />- 8c REINF PER PLAN <br />I- <br />® <br />0 <br />�- <br />BOLTS PER SHEAR WALL <br />x <br />- <br />& REINF PER PLAN ® � <br />° <br />#4 @ 12" OC <br />ADD L R WASHER MAY BE USED W <br />C 4£3 OC)(WHERE OCCURS) <br />��, SCHEDULE OR NOTES <br />c i <br />cn <br />SCHEDULE OR NOTES <br />I I- <br />c - �, <br />cn � cn <br />HORIZONTAL <br />T/FOOTING <br />° <br />0 ®� <br />STEEP AS POSSIBLE <br />HOEDOWN AB TO MEET SW AB REAM T <br />FOOTING SIZE & <br />— <br />' <br />C� <br />af L0 <br />FOOTING SIZE 8c ;L Or <br />X Lu <br />STRAP HOLDOWN PER <br />NAILING TO MATCH BOTTOM PLATE NAILING <br />REINF PER PLAN <br />� <br />REINF PER PLAN c� <br />a_ <br />F <br />®= <br />Lu � <br />HD SCHED (WHERE OCCURS) <br />PER SW SCHED <br />T/GRADE <br />- <br />o <br />T/GRAD <br />® <br />_ <br />" <br />° <br />-4ANCHOR <br />BOLT & It WASHER <br />® <br />`�' <br />`o <br />_ <br />PER SW SCHED, TYP <br />L61 <br />I I 1 <br />Q <br />r <br />I I I 1 <br />I <br />W <br />I ^ i <br />4yJ <br />``' � <br />°• ".. �`-- <br />� <br />B/FOOTING <br />" � ® <br />---- <br />° a <br />� � /FOOTING <br />FIRM AND UNYIELDING NATIVE <br />8" MIN <br />(2)#4 CONT & <br />c(n � <br />j_I <br />SOIL OR COMPACTED STRUCTURAL <br />#4®12 SHORT WAY <br />III III <br />#4@16"OC <br />VERT (ALT HOOKS) <br />III III <br />#4�16 OC VERT (ALT HOOKS) <br />FILL OR PER GEOTECH REPORT <br />PER <br />EDGE NAIL SHEATHING PER <br />12" MAX <br />COMPETENT NATIVE SOIL OR <br />PER <br /># 4@10"OC <br />HORIZ <br />COMPETENT <br />NATIVE SOIL OR <br />PER --- <br />#4C�10 OC HORIZ <br />01 PLAN <br />SHEAR WALL SCHEDULE <br />COMPACTED STRUCTURAL FILL <br />PLAN <br />COMPACTED <br />STRUCTURAL FILL <br />PLAN <br />INFILL SHEAR WALL <br />OR PER GEOTECH REPORT <br />OR PER GEOTECH REPORT <br />SHTG SHEATHING <br />TYPICAL SHEAR WALL WITH JOISTS PARALLEL <br />6 <br />TYPICAL SHEAR WALL WITH JOISTS <br />PERPENDICULAR <br />7 <br />TYPICAL THICKENED <br />SLABI <br />I <br />TYPICAL PLANVIEW-VIEW-SW HOLDOWNSBOLTS <br />T/CONC <br />PIER <br />° <br />(3) TIES @TOP <br />24' <br />CORNER BARS TO <br />PER PLAN <br />® m <br />C <br />CROSS <br />CORNER BARS TO 99 <br />24 <br />WA <br />WALLLL (ALT. HOOKS) <br />® :° <br />MATCH CROSS <br />©: ° <br />4 HORIZONTAL <br />WALL HORIZ REINF <br />® <br />Yl <br />TIES x@ 109 OC <br />SHEAR WALL PER <br />ADDITIONAL <br />ADDITIONAL <br />® <br />AND SCHE <br />#4 VERT BAR <br />4 VERT BAR <br />Q <br />° <br />° <br />- ® ° <br />STEM WALL <br />® <br />4 VERTICAL @ <br />®° ° <br />® <br />PER PLAN <br />12"OC, CTRD W/ <br />® 4 <br />° ® ; �° . <br />® ® <br />® <br />° ® ° <br />1 6" HOOK <br />DBL STUD @ HOLDOWN <br />° <br />®® <br />4 <br />Q® <br />® <br />MSTCxxB3 STRAP PER PLAN <br />® <br />4 <br />° <br />SECTIOT <br />°. <br />`� <br />AND SCHEDULE WHERE OCCU <br />�° <br />T S LAB <br />T/GRADE <br />-------- <br />----------- <br />CROSS WALL <br />-III <br />�! <br />44 <br />® ® 4 <br /><4 <br />Q <br />s— <br />_I <br />a <br />° ' <br />O' <br />a_ OfT/SHEATHING <br />al <br />I <br />— ®4 <br />B/FOOTING <br />® <br />_I �, <br />AT CORNERS <br />AT INTERSEC 0NS <br />Orl <br />v <br />_— <br />,9 <br />16 HOOK, TYP <br />NOTES: <br />1. FOR SPLICE LENGTHS REFERENCE <br />BAR LAP/SPLICE SCHEDULE. <br />FIRM AND UNYIELDING NATIVE v PER PLAN <br />SOIL OR COMPACTED STRUCTURAL �� VARIES <br />2. FOR WALL SIZF & RFINFORCING RFFFRFNCF <br />FI_FVATIONS, SFCTIONS 8c DETAILS. <br />PH a nP PPP rPnTFC'H PPPnPT <br />'AMING <br />eN WHERE OCCURS <br />u I <br />SCREWS <br />1 O ' <br />SHEATHING PER <br />T/SHEATHING — <br />BEAM/JOIST PER <br />BEAM f HDR PER <br />THREADED ROD (DIAMETER <br />HOLDOWN REQUIREMENTS) <br />'/," R WASHER x 3'Y .._ <br />HOLDOWN <br />AT END OF <br />BEAM <br />ABOVE <br />RE OCCURS) <br />OWN PER PLAN <br />WALL ABOVE) <br />LSL RIM BOARD <br />SOLID BLK'G AT <br />HOLDOWN LOCATION <br />