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G <br /> r� <br /> �C <br /> S <br /> W <br /> l7 >O <br /> p w <br /> u <br /> d 3 <br /> C, <br /> SLAB-ON-GRADE r <br /> CD <br /> STOOP \ m <br /> n <br /> r <br /> In <br /> .. —— {�$ <br /> STUB OUT <br /> REBAR 18' W . <br /> l (3 PLACES) <br /> zr, <br /> S07 I <br /> TYP I <br /> I I I I - <br /> I I I I Ip.- 6'0 T. <br /> I m� <br /> mm Nodes s� ;.'" <br /> L <br /> I I r I1 <br /> ILL <br /> r— <br /> � I ® m W <br /> i.' L J J <br /> a — _-14 < <br /> tie U' <br /> -10'-4Y"— r Z z <br /> 5 is O <br /> I I I I i lZr j <br /> 2 i az L W <br /> W W <br /> J <br /> J II I <br /> - ® ® J m <br /> = I I sLnaoN GRADE I ' I I I I <br /> -cry' PER PLAN NOTE 1 L— J I <br /> (ELEV VARIES) !I <br /> U 3'_%" <br /> I _ I I ALL FRAMING OR HARDWARE <br /> 1'-OY4' I '.' _ NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED <br /> I I I I I <br /> Ll, UB OUT I STEP STUB OUT Z W <br /> BAR 18" REBAR 18" O > <br /> J` I ———— (3 PLACES) <br /> LAces> W <br /> I 1 : I FOUNDATION PLAN NOTES LL <br /> y STEP o STEP lab-on-Grade shall Insr th ck.Slab hall be poured ov f P D g Granule pe nub al Report Sea Arch leclural F. Z 0 <br /> A fAChl 2x POHChi WALLS — _ J 9 ———— —J Draw rya fo Slab Elava u Dep o and Slope requl v <br /> sD } <br /> DIRECRY TO PORCH SLAB <br /> I 1 I Lf' STEP 2 be astride/Con[ml Joint in Slabs are optional but mcomn ended to control cracking.Wh d b areas between lusts shall <br /> Y\ "-- ` <br /> —_— — PER 121SO7 — P 2 ——— ——— ————_J — — —— be aPProxlmately square and 400 sf or less J <br /> �.1, ` sJ,S, o _——— _————— JI. J,T'$Q SJy 3. The Contractor shall canann ne actual foot ng elevations based on final grades and site conditions Bott n of Fout,gs shall W set 7 ^ <br /> ————— ----—_- --——————— - O on competent properly graded bearing soil below Frost Depth. r� �..L <br /> 1 L I I so p u, v o r <br /> ry I sOP I I l m 4. Anchor Bolts for Exterior Stud Walls shall be n accordance with Pt-6 of the Shear Wall Schedule of 1/SU6 � F— <br /> u.o.n. <br /> I <br /> 5. see 10/s66 for Sim O <br /> Simpson to usP Hardware conversion table. U <br /> I <br /> PORCH -- — L <br /> HD ATTACH 2x PORCH WALLS ' I (f) <br /> REFER TO ARCH'L SECTION -- 4'-4Yz' DIRECTLY TO PORCH SLAB ————— —— ——— LEGEND W <br /> D3814 FOR FRONT PORCH-- _-- -d„ PER 12/SO7 1'-1 OY2" D <br /> 1 7 <br /> REFER TO ARCH'L SECTION 507 DLCALL-OUT <br /> 1 5Y FOUNDATION CONSTRUCTION <br /> ETAI 8 1 D38/4 FOR FRONT PORCH SX. <br /> FOUNDATION CONSTRUCTION g-3 2-10Y <br /> rP1"X 1 ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' SAS-0N GRADEP 11 PLAN NOTEI <br /> ob <br /> LJ FOUNDATION WALL N <br /> h <br /> 0 RAISED FOUNDATION WALL <br /> W <br /> 0 BEARING OR SHEAR WALL ABOVE a <br /> ® CRAWL SPACE POST BELOW <br /> O FOOTING CALL-OUT SEE 5/507 W <br /> K <br /> STEP STEP TOP OF STEM WALL 0 1 2 4 8 16 S02B(M) <br />