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"All <br />CORNER BARS x <br />"AII <br />MAY BE SUBSTITUTED FOR ALL <br />90° HOOKED BARS <br />SCALE: NTS <br />4" 0 PERFORATED PVC PIPE PER <br />LOCAL CODES WITH 6" OF 1" <br />MINUS GRAVEL ALL AROUND, <br />WRAPPED IN NON -WOVEN <br />GEOTEXTILE FABRIC. SLOPE TO <br />DRAIN 1/8" PER V-0" MIN. TURN <br />DOWN PERFORATIONS AS SHOWN <br />n°o ° <br />SCALE: 1" = V-0" <br />COUNTERSINK ADDITIONAL <br />END STUD AS REQ'D <br />THREADED ROD AS REQ'D <br />FOR HOLDOWN W/ NUT AND <br />WASHER AT BASE. EXTEND <br />ROD INTO FTG, TYP UNO <br />SCALE: 1" = 1'-0" <br />TRENCH EXCAVATION <br />PARALLEL TO FTG <br />1'-6° SLEEVES TO CLEAR <br />PIPE 1'° ALL SIDES <br />M!N <br />SCALE: 1/2" = V-0" <br />VO PIPES ALLOWED IN <br />THIS REGION. LOWER <br />_TGS AS REQ'D <br />TOE <br />7_ i <br />NOTE: SILL PL AND AB DIA <br />RAISE STEM WALL AS REQ'D AT PERIMETER AREAS AND SPACING PER <br />WHERE NEEDED DUE TO CIVIL GRADES. SHEAR WALL SCHED <br />STUD WALL PER (2) #S CONT TOP <br />FRAMING PLAN NOTES PROVIDE BLOCK OUT <br />AT DOOR OPENINGS <br />SHEATHING AND NAILING STUD WALL PER <br />SLAB ON GRADE AND <br />PER PLAN AND SHEAR SUBGRADE PER FRAMING PLAN NOTES <br />WALL SCHEDULE x FOUNDATION PLAN <br />#S @ 15OC EA WAY <br />AB PER SHEAR WALL <br />PAVING OR FINISHED "' CENTERED IN WALL OR STRUCTURAL NOT SHED <br />GRADE PER ARCH <br />DRAWINGS ® ® c X X <br />'= I ° 000 !0 oco °Oo AT SHEAR WALLS PT SILL PL <br />000 0 0 o 80 a a® PROVIDE TOP BARS TO SLAB ON GRADE AND <br />O _ MATCH BOTTOM REINF <br />° ® o00 Po SUBGRADE PER PLAN <br />o 00 0 �° oo o� ®III=1 11= <br />o0. m� s II <br />O ° o ao o 0 o .o i� ° o 0 0 0° o <br />o n o o(i w o° o o ®o o° o 00 0. 00 <br />SCALE: 1/2" = V-0" <br />10"x10" CONCRETE <br />PLINTH W/ #B TIES <br />@4"OC <br />45 <br />SCALE: 1" = V-0" <br />T/2 <br />T = FTG THICKNESS PER PLAN, <br />SCHED, AND DETAILS <br />u0- <br />o � <br />Pn <br />FRS TO MATCH <br />DOTING <br />4 REINF <br />JRBED EARTH OR <br />ETED FILL PER <br />ORAL NOTES <br />.� F 98020 <br />PHONE _ -8.. <br />FAX (425) 778-5536 <br />W I5/ 2020 <br />DESIGN: DTR <br />03/10/2020 <br />ffs <br />��% <br />�= <br />1 <br />i <br />•'k1k <br />j <br />r� <br />'4 <br />f <br />SHEET: <br />