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FOUNDATION PLAN NOTES: <br /> 1, 13 aiti—Grade shall be 4"thick.Slab shall be poured over Froe Draining Granular Fill per Geotechnical Ret port. ee Architectural _ <br /> Drawings for Slab Elevation,Depression,and Slope requirements. <br /> 2. ConstruetiorbConod Joint in Slabs are optional but recommended to control cracking.When used,slab areas between joists shall <br /> be approximately square and 400-.for less. <br /> T✓ <br /> 3. The Contractor shall determine actual footing elevations based on final grades and site conditions.Bottom of Footings shall beset a� E - <br /> on competent,properly graded bearing sail below Frost Depth. , <br /> 4. Anchor Bolts for EMedor Stud Walls shall be in accordance with P1-6 of the Shear Well Schedule of 11SO6,u.o.n. W= x W <br /> 5. See 10/S06 for Simpson to USP hardware conversion table. Q -'0. a a <br /> S= <br /> H <br /> n'-a" LEGEND m m <br /> gtc c+d, 2% >Ot <br /> P A SX.X DETAIL GALL-OUT <br /> SLAB-ON-GRADE N9 <br /> STOOP �m 424 Pt-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 _ <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> k STUB OUT z _ <br /> 0 <br /> REBAR 18" r0, FOUNDATION WALL <br /> (3 PLACES) <br /> RAISED FOUNDATION WALL '- <br /> - ———— — —— <br /> q .- BEARING OR SHEAR WALL ABOVE <br /> - N G• ———————————————— LL. <br /> I I I <br /> CRAWL SPACE POST BELOW <br /> AS I % <br /> FOOTING CALL-OUT SEE SIS07 'co. -Nr'k <br /> STEP STEP TOP OF STEM WALL <br /> 18 ty <br /> I I/ 18 18 5666 <br /> m <br /> % <br /> i <br /> —r�k :b <br /> i L <br /> F— <br /> I W <br /> J <br /> W <br /> I w <br /> I <br /> a' L -— — 18 24 18 _ v (VI1 <br /> _ L _1 O Z <br /> I <br /> U W <br /> ° I = _I <br /> W <br /> I I I I <br /> i <br /> W <br /> w <br /> ALL FRAMING OR HARDWARE Z O <br /> 1 F 1 NOT SHOWN OR SPECIFIED W <br /> - I I TO REMAIN UNCHANGED <br /> LL <br /> I IHo D I z 0 <br /> �- <br /> 8 oPor�... O�o-o^ AQ-� REBAR B STUB1 2WALL RAISED I— <br /> tP STEM STEP y�� ��^�� STEP yq��\`�G1 STEP L_ (3 PLACES) STEP 1 I STEM WALL RETURN Q U <br /> - ---- - -- ------- <br /> L Z a z <br /> -_ o <br /> - - - - <br /> ialv <br /> , o, F-STUB OUT REBAR— rr 5 _ 18"(3 PLACES) m 1 o L- a, -- <br /> LL <br /> 1 ATTACH 2v PORCH <br /> Pt 2 1 WALLS DIRECTLY <br /> z PORCH- 4—— TO PORCH SLAB <br /> ORECTLY S07 SLAB-ON-GRADE i —— ——— PER 12/S07 <br /> CH SLAB PORCH <br /> ;R 121S07 L---- — — — <br /> REFER TO ARCH'L <br /> SECTION D3814 FOR 1 SLAB-ON-GRADE <br /> FRONTPORCH S07 PORCH <br /> FOUNDATION <br /> CONSTRUCTION —REFER TO ARCH'L <br /> SECTION D38t4 FOR w <br /> FRONT PORCH <br /> --I-_ — _. - - 6'9" 2'-sYz° FOUNDATION <br /> ,'-3" 10'-5Y" CONSTRUCTION w <br /> a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' w o <br /> a N <br /> 0 <br /> w <br /> a <br /> 0 , 2 4 8 16 <br /> S02B(M) <br />