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FOUNDATION PLAN NOTES: <br /> 1.-Sl,b-,,- rode shall 4"tNG.S ab shall be poured over Free Graining Granular Fill per Geelechnical fieporL See Architectural :_:' <br /> Drawings for Slab Elevation.Depression,and Slope requirements. <br /> 2. Conclruot,ol ontrol Joint in Slabs are optional but recommended m control clooking.When used,slab areas belwean loisls shall W <br /> be approximately square arW 400af or less. I:: <br /> _O <br /> 3. The Contractor shall pattern—actual footing elevations bastd on final grades and cite conditions.Bob..of Footings shall be set <br /> on...peter,properly graded bearing sail below Frost Depth. O i <br /> 4. Anchor Bolts for Etfedor Stud Wails shall be in accordance with Pt-6 of the Shear Wall Schedule of VS06, " <br /> _ z <br /> u1 <br /> U u <br /> U, b. Sea 10/So6 foi Simpson to USP hardware convzrsion table. Q <br /> LEGEND m m <br /> 2Y XX <br /> FP DETAIL CALL-OUT <br /> SX. <br /> SLAB-ON-GRADE ip9N <br /> STOOP 0� 24 P7-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 V) <br /> 2%" I SLAB-ON-GRADE PER PLAN NOTE 1 � z <br /> L STUB OUT L, l <br /> � REBAR 18" N LOJ FOUNDATION WgLI <br /> (3 PLACES) F-, <br /> — ——-- —-—————— _ 1 RAISED FOUNDATION WALL <br /> BEARING OR SHEAR WALL ABOVE <br /> CRAWL SPACE POST BELOW r. <br /> .%I <br /> FOOTING CALLAUT SEE 5/S07 � 1 v,�F �S��•{'',sue <br /> STEP STEP TOP OF STEM WALL <br /> 18 iB 1B I � uucc�D`c <br /> g I I ® I I •�, <br /> L <br /> I I I <br /> I I _ <br /> I w <br /> I J <br /> i I <br /> LL <br /> �0��4-0 �iYi�l`'Y-� Q <br /> T1 rI, <br /> 16 V <br /> I 1 I I I <br /> —s <br /> W 6Ys' 1 <br /> I <br /> I T J <br /> Uj <br /> II II - <br /> 1 , 1 1B 1e I I i <br /> I II t®IJI I m <br /> I <br /> I~— <br /> w I II � � <br /> ALL FRAMING OR HARDWARE Z <br /> LU <br /> NOT SHOWN OR SPECIFIED O W <br /> TO REMAIN UNCHANGED <br /> ILL <br /> HD.. HD 8 3 I Q z 0 <br /> a p �STEM�—Z <br /> " AISED <br /> E O o� O ox NP) I STUB OUT TURN Q M - STEP ��� ��� STEP � SREBAR 18' LL Z <br /> L 0 y J y�� �� STEP L_ (3 PLACES) STEP <br /> Sp J O <br /> to <br /> ��rp7r O U <br /> - ti'rO�SA t STUB OUT REBAR I Sow Q <br /> m <br /> 18"(3 PLACES) o LL (O <br /> _ _ _ I ATTACH 2.PORCH Z <br /> P7-2 WALLS DIRECTLY <br /> x PORCH- 1 L—— ___——— TO PORCH SLAB <br /> DIRECTLY 507 SLAB-ON-GRADE PER 1---. <br /> CH SLAB PORCH <br /> .R 12)S07 L----- — -- --- ___ <br /> REFER TO ARCH'L <br /> SECTION D3814 FOR 1 SLAB-ON-GRADE <br /> FRONTPORCH 507 PORCH k <br /> FOUNDATION <br /> CONSTRUCTION <br /> REFER TO ARCH'L to <br /> SECTION D3814 FOR <br /> FRONT PORCH r <br /> FOUNDATION <br /> 10'-5Y1' CONSTRUCTION of <br /> a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' <br /> m a <br /> on, <br /> p 7 2 4 8 18 <br /> S02B(M) <br /> I ' <br />