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I <br />SOUND STRUCTURAL SOLU1,.�nVSNsss <br />VlrltCn � �LJtJt� 1��.(L <br />SFK �s <br />E�F,0.cSyA WR `1`�2,03 <br />A B I C <br />F G <br />PER <br />HORIZ <br />VERT 1 <br />? COVER <br />@ VERT d <br />DOWEL <br />WALL H <br />Do'NEL wl =o <br />STD HOOK <br />i3 <br />aFDolIN%G <br />D <br />EXTEND EVERY OTHER <br />DOWELTOTOEU) BRGSOIL <br />DRAINAGE PER BUILDING CODE SECTION 1807.4.JOR <br />RESIDENTIAL CODE SECTION R405.1, AS APPLICABLE <br />FOUNDATION WALL - CANTILEVER <br />N.T.S. <br />ALLOWABLE FOUNDATION PRESSURE: 200opsF <br />LATERAL BEARING: 350 pstlR <br />CDEFFICIENT OF FRICTION: D.30 <br />SURCHARGE: No SURCHARGE <br />NOTE: SLAB RESISTS SLIDING. DO NOT BAC1M UNTIL SLAB HAS CURED. <br />H l A I B C FDTWBSIONI CONi DOWEL <br />04 <br />�f <br />VERT I HORIZ <br />5012- A4@H <br />10' 32' 04010' 0508' #5016'1 040ID' <br />6'-0' 24' 1 8• 8'I 10' 1 16' A4 @ 10 $4 @ 8' f4 @ 16' $4 @ H <br />4'-0' I 1G• I 8' 8' 10' 1 16' t4 @ 10' 1 N @ 16' 1 t4 @ 16' 114911, <br />CONO'I M MIN 2500 Psi (5 SACK wl 6 GAL WATER MAX IN ABSENCE OF TESTED MIX DESIGN) <br />SrdL: GRADE 60 FOR 05 d LARGER • GM 40 FOR 14 d SMALLER • U.N.O. <br />COVER: 3' FOR CONCRETE CAST AGAINST SOIL • 7 FOR ALL OTHER LOCATIONS- U.N.O. <br />Q) DOWEL d VERT REINFORCEMENT • MAY BE ONE SINGLE PIECE PROVIDED THAT THE <br />512E AND SPACING OF THE DOWEL IS USED <br />Q) THE 4'-0' WALLDOES NOT REQUIRE ANY DOWELS TO WBD TO TOE <br />6628 212th Street SW, Suite 205 - Lynnwood, WA 98036 - Ph: 425-778-1023 - Fax: 206-260-7490 <br />