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G <br /> FOUNDATION PLAN NOTES: <br /> 1. Slab-on-Gmtle shall be 4"thick.Steil be poured ovar Free Draining Granular Fill per Geotechnical Repoli See Architectural <br /> Drawings for Slab Elevation,Depression,and Slope requirements. <br /> 2. Construction/Control Joint in Slabs are optional but recommended to control—ing.When used,slab areas between joists shall Ld <br /> be approximately square and 4OO-sf or lass. <br /> 3. The Contractor shall determine actual footing elevations based on final grades and site conditions.Bottom of Footings shall be set <br /> on competent,property graded bearing sail below Frost Depth. <br /> 4. Anchor Bolls for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/SO6,u.o.n. \l.= > <br /> _ x <br /> w <br /> 5. Sea 10/S06 for Simpson b USP hardware conversion table. <br /> i a _ <br /> LEGEND m <br /> m <br /> n <br /> F� SX.X DETAIL CALL-OUT <br /> SLAB-ON-GRADE tp <br /> ^r STOOP YP 24 P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 VJ ' <br /> -------------- <br /> I r ——--- ——— —I — L J 2i„ � SLAB-ON-GRADE PER PLAN NOTE I � T <br /> STUB OUT <br /> _ REBAR 18" L�J FOUNDATION WALL <br /> (3 PLACES) <br /> Pt-6 I RAISED FOUNDATION WALL �S z <br /> ti e <br /> I I II <br /> I CRAWL SPACE POST BELOW <br /> AS 1 <br /> S07 TIP I XX FOOTING CALL-OUT SEE 51SO7 <br /> M,ti <br /> nP 9 I <br /> I 18 S07� 7'uI emu. 18 18 18 I STEP STEP TOP OF STEM WALL � 3666 � <br /> ry - Uyy fa <br /> I <br /> II I I I <br /> I W <br /> = I I I I J <br /> IIII I L W <br /> I l Y-O- 4-� r q 2'-0" Q.- r ,I I <br /> P O Z <br /> 1-6 1 F- ' - I O <br /> y Y; 11 1 w <br /> W <br /> a <br /> ; 11 hi p 9 <br /> W <br /> - <br /> � I <br /> tI <br /> E S 'LN--o -GRADE <br /> TECPERPAN NO <br /> L <br /> LE AR 2-0i2-6 r— <br /> 2J-0' <br /> l° I W <br /> I w <br /> I ALL FRAMING OR HARDWARE O <br /> W <br /> NOT SHOWN OR SPECIFIED (� I <br /> TO REMAIN UNCHANGED <br /> � <br /> I, IHD HD I Q Q 0 I <br /> FjT'8• 6-3" 24"MIN RAISESTUB OIIf STEM WALL RETURNREBARI6 STEP STEM •` S7EP h,� STEJ 1 ygxx,�\� STEP L_ (3 PLACES) STEP <br /> w - O <br /> - _ _ <br /> PER �/ o^ >>So�y O U <br /> STUB OUT REBAR <br /> \p 9 —— 18"(3 PLACES) o <br /> �---- ATTACH 2x PORCH m <br /> (H=5'-6")� P- -- — — WALLS DIRECTLY <br /> -i -x PORCH- 1 —.—— —————— TO PORCH SLAB --� <br /> AALLL_'IRECTLY 507 SLAB-ON-GRADE 1 1 PER 12/1307 <br /> Tr, r.°:CHSLAB <br /> _iR 121SO7 — — — <br /> I REFER TO ARCH'L <br /> SECTION D3814 FOR 1 SLAB-ON-GRADE <br /> FRONT PORCH S07 PORCH <br /> FOUNDATION <br /> CONSTRUCTION REFER TO ARCH'L m <br /> SECTION D3814 FOR <br /> m <br /> - FRONT PORCH <br /> -3' 10'-5Yi' FOUNDATION <br /> ? Y-- ----- CONSTRUCTION LU <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' w o <br /> a N <br /> 0 <br /> w <br /> 0 1 2 4 8 16 <br /> S02B(M) <br />