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-----WALL FRAMING PER PLAN, <br />PROJECT #1 ' <br />SHEAR WALL WHERE OCCURS <br />SHEATHING PER PLAN <br />201-108 <br />P.T. SILL R. W/ ANCHOR BOLTS <br />EDGE NAILING PER PLAN <br />PER SCHEDULE OR NOTES <br />(MIN Sd @ 4"OC) <br />DRAWN BY; GS <br />i <br />CONCRETE CURB WHERE OCCURS <br />EDGE NAILING PER PLAN <br />FULL —HT 2x BLOCKING. 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SILL R W/ ANCHOR' <br />° a _ <br />CONC STEM WALL g <br />J P.T. SILL R W/ ANCHOR <br />® <br />CONC STEM WALL <br />OPTIONAL <br />9 <br />ADD L TRUSS TO ALIGN W/ WALL <br />�� BOLTS PER SHEAR WALL <br />I (® <br />& REINF PER PLAN <br />BOLTS PER SHEAR WALL <br />I & REINF PER PLAN w <br />FLOOR TRUSS PER PLAN <br />ABOVE (TRUSS BLKG � :IM) <br />v SCHEDULE OR NOTES <br />•• <br />® <br />� 0 SCHEDULE OR NOTES <br />®� <br />PROJECT NAME <br />PANEL EDGE NAILING PER <br />EDGE NAILING, TYP <br />® ® <br />—' "' <br />CONC FOOTING & ® m <br />® ® <br />® ® ~ <br />CONC FOOTING & w c <br />H2,5A CLIP 0 TRUSS TO BLOCKING <br />SHEAR WALL SCHEDULE <br />REINF PER PLAN � � <br />� <br />REINF PER PLAN � <br />TRUSS BLKG PER MFR OR 2x4 BLKG <br />SHEAR WALL SHEATHING & NAILING <br />SHEAR WALL PER <br />T GRADE <br />/ <br />® <br />w L <br />C <br />T/GRAD <br />W/ SHTG & NAILING PER SHEAR WALL <br />PER SHEAR WALL SCHEDULE <br />PLAN & SCHEDULE <br />• °®. <br />of <br />® . <br />co <br />@ 48"OC MAX SPACING <br />' I 1 i <br />� <br />STUDS PER PLAN & <br />I I I <br />J <br />— ® <br />,�, <br />� <br />' ' ' III <br />®. ® w <br />_ <br />GENERAL STRUCTURAL NOTES <br />" � <br />n <br />°: - °� <br />� FOOTING <br />/ <br />� � °.. <br />°.. ® <br />°" °� / <br />D FOOTING <br />_ <br />®� (�1 <br />I I � <br />I <br />ALTERNATE HOOKS <br />ALTERNATE HOOKS <br />COMPETENT NATIVE SOIL OR <br />COMPACTED STRUCTURAL FILL <br />PER <br />CONC FOOTING & <br />COMPETENT NATIVE SOIL OR <br />PER <br />PLAN <br />COMPACTED STRUCTURAL FILL <br />PLAN <br />CONC FOOTING & <br />OR PER GEOTECH REPORT <br />REINF PER PLAN <br />OR PER GEOTECH REPOR6 <br />REINF PER PLAN <br />TYPICAL EXTERIOR WALL PARALLEL <br />FL JOISTS <br />TYPICAL INTERIOR WALL PERPENDICULAR FL JOISTS <br />7 <br />T PICAL WALL <br />IT JOISTS <br />PARALLEL <br />I s <br />IT <br />JOISTS PERPENDICULAR <br />i <br />- <br />— <br />BOTTOM PLATE PER SHEAR <br />WALL FRAMING PER PLAN, <br />BOTTOM PLATE PER SHEAR <br />� <br />1 " " 99 <br />4 /2 x3 x0.229 R. WASHER <br />63 <br />WALL SCHEDULE & NOTES <br />SHEAR WALL WHEE OCCURS <br />WALL & NOTES <br />WALL FRAMING PER PLAN <br />SHEAR WALL WHERE OCCURS <br />SIMPSON STRONG —TIE <br />¢ PER SW SCHED <br />� <br />I <br />P.T. SILL � &ANCHOR BOLTS PER <br />SHEAR WALL SCHEDULE & NOTES <br />2 BAYS BLKG � 46"OC <br />() <br />SLOTTED PLATE WASHERS <br />� " <br />W/ /g 0 ANCHOR BOLTS <br />PANEL EDGE NAILING PER SHEAR <br />PANEL EDGE NAILING PER SHEAR <br />3x3xO.229 BPSV8 -3 <br />jl <br />TOP PLATES <br />`r <br />FLOOR SHEATHING <br />PER PLAN <br />WALL SCHEDULE OR NOTES <br />EDGE NAIL SHTG TO BLKG <br />WALL SCHEDULE OR NOTES <br />4.5x3x®.229BPS -6 <br />PER PLAN <br />j <br />FLOOR JOIST <br />4 x 24" DOWEL IN +1/16'O HOLE <br />C 16"OC, HAMMER —SET, 3" <br />FLOOR SHEATHING PER PLAN <br />FLOOR JOIST PER PLAN <br />4 x 16" DOWEL IN +1/ 16 <br />HOLE @ 16 OC HAMMER -SET <br />3" EMBED, NO ADHESIVE <br />STAGGERED ANCHOR BOLTS & <br />FR MING <br />WALL <br />ABOVE <br />SHEAR WALL SHEATHING & <br />NAILING TO HEADER W/IdC3"OC <br />PER PLAN <br />EMBED, NO ADHESIVE <br />T/SHEATHING <br />CONC SLAB PER PLAN <br />R WASHERS PER SW SCHED <br />EACH WAY <br />T/SHEATHING <br />CONC PLAN <br />WHERE OCCURS, <br />® <br />C� <br />a_ < <br />WHERE OCCURS uRSR <br />_ 1 <br />s ®/ I T/SLAB <br />i_ <br />NOTE: DIAG SLOTTED R WASHER I" MAX, TYP <�f <br />+ <br />I <br />n OfA. <br />a T S LAB <br />MAY BE USED W ADD'L CUT <br />/ <br />(R WASHER -TO -Bur R <br />EDGE) <br />c <br />oilII <br />C <br />WASHER PER SW SCHED <br />SEE SW SCHED NOTES DOUBLE —SIDED SHEAR WALL <br />+ <br />+ <br />I I@ <br />® _III <br />SHEAR WALL SHEATHING <br />ANCHOR DOLT OPTIONS <br />IIIIII <br />- <br />PER SW SCHED, TYP <br />m <br />m <br />III <br />P.T. SILL R ANCHOR <br />& R <br />® GONG STEM WALL <br />—� <br />®. & REINF PER PLAN <br />III— <br />SHEAR WALL STUD D <br />T <br />SHEAR WALL SILL PLATE PER SW SCHED <br />LATEPAL <br />• <br />� <br />BOLTS PER SHEAR WALL <br />v <br />c� <br />PER SW SCHED, TYP <br />TOP FLANGE SIMPSON <br />^ SCHEDULE &NOTES <br />I <br />HOEDOWN &ANCHOR BOLT PER <br />DETAILS <br />HANGER <br />CONC STEM WALL m <br />0- <br />° u � <br />ADD'L T_ WASHER MAY BE USED W/ <br />HD SCHED WHERE OCCURS) <br />( <br />EXTEND HEADER <br />&REINF PER PLAN z <br />SIMPSON HANGERS ® M <br />HOEDOWN AB TO MEET SW AB REQM T <br />a; <br />_' - 4 ° <br />� PROVIDE (2) LAYERS OF III <br />® <br />�' <br />_ E— _, <br />� ® <br />STRAP HOEDOWN PER <br />NAILING TO MATCH BOTTOM PLATE NAILING <br />OP NG <br />OVER SHEAR WALL <br />co <br />co U) m <br />® <br />® ® i � <br />HD SCHED (WHERE OCCURS) <br />PER SW SCHED <br />� �=-- BLDG PAPER BETWEEN <br />CONCRETE & FRAMING <br />® <br />GONG FOOTING & of <br />u Ld <br />I GONG FOOTING & <br />--� <br />ANCHOR BOLT & R WASHER <br />® a 11 <br />REINF PER PLAN ° <br />T/GRAD <br />® REINF PER PLAN <br />! <br />PER SW SCHED, TYP <br />T/GRADE <br />® <br />! <br />ANW 190271 <br />I <br />® <br />e <br />®I <br />LATERAL ANALYSIS <br />®. ®4 ® <br />® <br />® <br />V � <br />SHEET NUMBER; <br />�- -- <br />— ® <br />B/FO TING <br />0 4 <br />c� ® <br />° B/FOOTING <br />12" MAX <br />EDGE NAIL SHEATHING PER <br />SHEAR WALL SCHEDULEr:V <br />A: GGpf <br />= 1 <br />I I — <br />COMPETENT NATIVE SOIL OR PER <br />ALTERNATE HOOKS <br />1 <br />I I I� <br />PER <br />INFILL SHEAR WALL <br />z PF& <br />g <br />1 k:W <br />S3 <br />COMPETENT NATIVE SOIL OR <br />ALTERNATE HOOKS <br />SHTG SHEATHING <br />> �s-.�� � <br />COMPACTED STRUCTURAL FILL PLAN <br />CONC FOOTING & <br />COMPACTED STRUCTURAL FILL <br />PLAN CONC FOOTING & <br />OR PER GEOTECH REPORT - <br />REINF PER PLAN <br />OR PER GEOTECH REPORT <br />REINF PER PLAN <br />CRAWL SPACE EXT SW WITHJOISTS TO STEMWALL <br />1 <br />L IT <br />I PARALLEL T T ALL <br />11 <br />TYPICAL L VI L <br />1 <br />T WALL <br />