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G <br /> FOUNDATION PLAN NOTES: <br /> 1 m ode shall pour 4'thick,Slab shall be ed aver Free Draining Granular Fill per Geoteihnial Report.Sae Architectural <br /> Drawings for Slab Elevedon,Depression,and Slope requirarnents. - <br /> 2. ConsVwtion/Control Joint in Slabs are optional but recommended to control cracking.Whan used,slab areas between foists shall W ;� <br /> be approximately square antl 400.sf or less. Q F=V <br /> 3. The Contractor shall determine actual footing elevations based on boat grades and site condninns.Bottom of Footings shall be set �m E F Z <br /> on competent,properly graded bearing soil below Frost Depth. S <br /> UO '4. Anchor Bolts for Exterior Stud Walls shall be in accortlance with P1-S of the Shear Wall Schedule of,/SO6,u.o.b. lL= i w< <br /> c <br /> >. Sea 10/Sd6 for Simpson to USP hardware conversion[able. <br /> a JJ <br /> I- <br /> LEGEND mm <br /> 9 _ _ <br /> 2%" n <br /> �P� DETAIL CALL-OUT <br /> SLAB-ON-GRADE ip9N <br /> J STOOP �d F 24 --- <br /> P1-X ANCHOR BOLTS FOR SHEAR WALLABOVE PER SCHEDULE OF 1/SO6 (n _ <br /> �-j L J 2ay4" SLAB-ON-GRADE PER PLAN NOTE, Q) l3' <br /> IREBAR <br /> UB OUT <br /> +_ 18" - � FOUNDATION WALL o <br /> nPLACES) RAISED FOUNDATION WALLo. <br /> L — <br /> BEARING OR SHEAR WALL ABOVE <br /> { ---—————— ------ '� <br /> 1" I u• _ <br /> I I <br /> CRAWL SPACE POST BELOW t r <br /> c 1 <br /> EdA <br /> J ,` XX FOOTING CALL-OUT SEE 6/S07 0 <br /> 1 STEP STEP TOP OF STEM WALL <br /> co <br /> I I <br /> I <br /> W <br /> Ll.l <br /> o" a'-a" iYz' 2'-i" < <br /> --- r <br /> < <br /> I I Ia O ZO <br /> I I IrI <br /> I <br /> W ILL! <br /> I I I I <br /> T W <br /> I I I I <br /> I II ® I I <br /> L J <br /> z,_o ._s'-SYz'"-- <br /> I I <br /> Lu <br /> z ALL FRAMING OR HARDWARE W> <br /> NOT SHOWN OR SPECIFIED O <br /> MAIN UNCHA TO RE NGED ill <br /> U- <br /> HD HD z O <br /> IN <br /> ED <br /> LEnd STEP <br /> LyQ�o� STEP <br /> --STEP L— (REBA0E5)-- STEP STEM WALL RETURN Q <br /> -_ ---.-- <br /> o^ I s O <br /> STUB OUT REBAR - �� <br /> 0 18"(3 PLACES) m o L (n <br /> ATTACH 2x PORCH �d <br /> I WALLS DIRECTLY <br /> x PORCH- 1 L_—— —_————J TO PORCH SLAB <br /> 4RECTLY J SLA&ON-GRADE _ PER 12/S07 <br /> CH SLAB PORCH <br /> ON D38/4 FOR <br /> :R 12/S07 L----- — -- --- <br /> REFER TO ARCH'L <br /> SECTI 1 SLAB-ON-GRADE <br /> FRONT PORCH DATIO S07 PORCH <br /> FOUNN <br /> CONSTRUCTION k <br /> 'i REFER TO ARCH'L � I <br /> m <br /> SECTION D38/4 FOR � <br /> FRONTPORCH ti <br /> ------ - 6'-8" 2'-Sy° FOUNDATION � <br /> -3" ,0'-SYz' CONSTRUCTION w <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' <br /> a <br /> o <br /> 1 <br /> U 1 2 4 8 16 <br /> S02B(M) <br />