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7 <br /> LJ <br /> i2uI o k l <br /> W� S <br /> to LLG t >Q <br /> 301-01•-- <br /> Ui d �1 <br /> W W <br /> F-f. <br /> m° <br /> ON-GRADE '-cool <br /> SLAB- <br /> STOOP—E <br /> � 1 <br /> LEI,] J <br /> - I z <br /> r— US OUT <br /> PLACES I ISu <br /> z <br /> 1 - <br /> 807 <br /> T"P <br /> I C <br /> 18 �t J L-,-'I <br /> N <br /> 2'-0,.. L~L <br /> _ r <br /> 1a 1e I W <br /> LL <br /> All, <br /> "J <br /> I ® _ _ W <br /> \ta I I O Z <br /> I I rill 'I O <br /> I.-.I3- a <br /> it <br /> W <br /> I r J <br /> I i � I LJ I m T ILL! <br /> I4'•z,' Z <br /> S'S DN c aDE t. <br /> PER PLAN NOTE 1 t8 I I M <br /> `, 12� (ELEV VARIES) ' r— <br /> I <br /> I <br /> W <br /> ALL FRAMING OR HARDWARE <br /> 1 I I I NOT SHOWN OR SPECIFIED <br /> I I TO REMAIN UNCHANGED <br /> Z WI <br /> I 7 <br /> e O W ' <br /> FOUNDATION PLAN NOTES' U_ <br /> 1, Slab-on Grades al 4 t Slab shall bep imec F- D ng Granular Fill per Geotecmical Report.See Ardttectural 0 <br /> 5 I I Draw ngs iw Slab Elevation.Depresvon and Slope requirement. <br /> equ t. Z } <br /> N\C; STEP 24"MIN $TUB OUT I Q <br /> ( STUB OUT I _ <br /> I RAISED STEM 2 ConsirucLoMCOnir01 Joint n Slabs are optional but recommended to control cracking Wnen usetl slab areas between,olsts shall <br /> 38 L b" REBAR 18" I WALL RETURN IF 18" be approz mately square and 400-si or less Q U <br /> STEP. r S I"ErJi - ` I „ (3 PLACES) J —_—— (3 P —ES)- <br /> - W 3, The Conbactor shall tletennine actual footmy elevat ons based on final grades ands to Conditions.Bottom of Footings shall be set z <br /> 83$' J I <br /> on wmpetent prapery graded bear ng sail below Frost DepfY <br /> Tjy ---_— r.— -----1 — <br /> r 4. Anchor Balls for Extenor Stud Walls shall ben accowar—ith P1-6 of the Shear Wall SChedule of VS06,no,,,, O <br /> STEP I STEP I - 5. See'10/SGa for Simpson 10 USP hardware conversion table. a <br /> z� PERLL <br /> y 131S07 iO STEF Sri STEP-0 <br /> (H=4'-0") I SLAB-ON-GRADE - I L - LEGEND <br /> PORCH n <br /> 1 -- <br /> I I <br /> SLAB-ON-GRADE �( REFER TO ARCH'L SECTION <br /> —___ ———— ---- <br /> Let) X X DETAIL CALL-OUT <br /> PORCH D3814 FOR FRONT PORCH ATTACH 2X PORCH WALLS Lj <br /> 5'-2" FOUNDATION CONSTRUCTION DIRECTLY TO PORCH SLAB <br /> H( CX PER 121SO7 S07 P-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11S06 <br /> ID HD <br /> REFER TO ARCH'L SECTION <br /> 2•.ptj� -K---; -k' -- 7'-8Y° 1'-8" D3814 FOR FRONT PORCH I J <br /> -- '— z j SLAB-ON-GRADE PER PLAN NOTE 1 <br /> FOUNDATION CONSTRUCTION 10'-BYz" L_J <br /> -- m <br /> 0 -_--_ - <br /> EXTENDED FRONT PORCH OPTION-ELEV.'D' LOJ FouNnnnoNwau Co <br /> RAISED FOUNDATION WALL <br /> Ill <br /> BEARING OR SHEAR WALL ABOVEto <br /> ai <br /> ~ P <br /> CRAWL SPACE POST BELOW <br /> 9 <br /> XX FOOTING CALL-OUT SEE 5/S07 Uj <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 18 S02D(M) <br />