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a <br /> FOUNDATION PLAN NOTES: <br /> ,. Slaban-Fade she I e thick.Slab shall be poured ova,Free Draining-iffri,III per Geotechnical Repay.S e-h cr,itacW rat Iw-.'! <br /> Drawings for Slab Elevation,Depression,and Slope requirements. <br /> do <br /> 4' <br /> 2. Construction/Control Joint In Slabs are optional but recommended to conbol cracking.When—d,slab areas betweenlolsts shall W '-Z <br /> be approximately square and 400-sf or less. L) 5.IO <br /> 3. The Contractor shall determine atlual fooling elevations based an final grades and site conditions.Soltom of Footings shall be set U <br /> 0 �2 <br /> on vampetent,properly graded bearing sail below Frost Depth. L)t < O N <br /> 4. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schetlule of i/Safi,u.o.n. lL= z > <br /> O„ S. Sae 10IS06 for Simpson to USP hardware Conversion table. <br /> a =w <br /> F2 <br /> LEGEND m <br /> m <br /> � s <br /> F¢ SX C DETAIL CALL-OUT <br /> SLAB-ON-GRADE N <br /> 1.I ! STOOP YS 24 ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11SOG <br /> � �a <br /> / L \-2/4 SLAB-ON-GRADE PER PLAN NOTE, C <br /> 1 STUB OUT 8 <br /> REBAR 18" FOUNDATION WALL � W <br /> 1 s <br /> ---� (3 PLACES) <br /> 7— RAISED FOUNDATION WALL 7 a r <br /> BEARING OR SHEARWALLABOVE <br /> --—— —————— -----, I W <br /> II i 11 I I <br /> CRAWL SPACE POST BELOW <br /> r`T'�,, <br /> yyyy� <br /> FOOTING CALL-OUT SEE 6/SO? <br /> STEP STEP TOP OF STEM WALL `- <br /> - 18 18 16 I still <br /> irm <br /> I m <br /> I X.J L J L}J I m <br /> 2.-0„ <br /> I I <br /> � <br /> oo W <br /> I I I J <br /> LL W <br /> ' I I <br /> 41 <br /> CD <br /> Z Yz I <br /> I I I I <br /> I I I 1 <br /> i 6'-6Yi <br /> Lu W <br /> W <br /> I I I I I <br /> - <br /> a 16 <br /> _ <br /> s-o I F- <br /> 0 J 6'-SYa" � <br /> I I <br /> W <br /> I Z W <br /> ALL FRAMING OR HARDWARE <br /> } <br /> NOT SHOWN OR SPECIFIED I^ W <br /> I TO REMAIN UNCHANGED �,/ <br /> u. <br /> I HD HD z O <br /> 7- <br /> 24"MIN RAISED < F- <br /> -I a^ ) STUB OUT I STEM WALL RETURN <br /> 5�� SO yo �O yo Q\Ay1 fREBARCES) II"1 U <br /> L.° bTEfdl STEP.. '�'� STEP �\ STEP (3 PLACES) STEP I�l <br /> L TE y ---e ---_ — L— --- --- I z Z <br /> d - O <br /> -- —� — --- ----, — —.--- S>y <br /> STUB OUT REBAR I I Q <br /> ,B"(3 PLACES) m I I o LL W <br /> ATTACH 2x PORCH <br /> WALLS DIRECTLY <br /> TO PORCH SLAB <br /> PORC <br /> —� <br /> )IRECTLV S07 SLA&ON-GRADE i PER 12/807 <br /> 2CH SLAB PORCH <br /> '. ER 121507 <br /> REFER TO ARCH'L <br /> SECTION 03814 FOR 1 SLAB-ON-GRADE <br /> FRONT PORCH S07 PORCH <br /> FOUNDATION <br /> CONSTRUCTION REFER TO ARCH'L m <br /> SECTION D38/4 FOR y <br /> FRONT PORCH <br /> . >' ---- — 6'-g" 2'-SY,' FOUNDATION <br /> 1-3. 10'-5Yp" CONSTRUCTION w <br /> a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' w o <br /> a � <br /> o <br /> w <br /> 0 1 2 4 8 16 <br /> MA(M) <br />