Laserfiche WebLink
e; <br /> LU <br /> u <br /> SLAB-ON-GRADE m ro <br /> STOOP <br /> -- --v T�t� L-- _ <br /> _ 4_ '_ C7 a <br /> SFUBOUT <br /> REBAR 18" I k <br /> 3 PLACES. <br /> 507 II $ <br /> TYP <br /> -- <br /> q <br /> N' is <br /> r ,18� I — llactyv rr� <br /> _— <br /> I <br /> I <br /> ,��y ��� <br /> — I KJ W <br /> —II L®J I J <br /> —a-V z 0 <br /> I � <br /> 7 U' <br /> sag— L <br /> -"-----HD-19'-'I Y_' L -�. i is O z <br /> 15 I I <br /> I <br /> JW <br /> W <br /> I I LAB-ui•I- ruDE I i' � 11 <br /> PER PLAN 1401 E I <br /> (ELEV VARIES) <br /> 2 <br /> ALL FRAMING OR HARDWARE <br /> NOT SHOWN OR SPECIFIED <br /> I i TO REMAIN UNCHANGED <br /> Irl W <br /> I iB OUT I - I STEP STUB OUT Ly <br /> AR 18" I - I ' �— — REBAR 18" I Z ; <br /> ACES) I (3 PLACES) / <br /> eh�I xr I I 4D W <br /> FOUNDATION PLAN NOTES u- <br /> �� STEP I 4 I STEP I 1 lab-on red.s I bea Ih ck Slab shall be pauratl over Free Dra ri rg Granular F'll par Geol Cli 1 R port.Sea Arcfi tectural 0 <br /> F •41 T,ti 11 PORCH WALL$, P — —J L_— Draw ngs for Slab Elevatlon Dapression and Sloz <br /> DIRELi l v Ti PORCH SLAB `LIPER 12/S07 STEP L .. 2. Cons p-tuinlControl Joint r SI b pti nal but recoamended to cultural cracking When used slab areas beteen Io sts shallL---__ __-- --- _ ---------- ---- -- beapproxmatelysquareard400 f I (� <br /> 1`1 <br /> _�IS3. he Contractor shall detem' 1 of ny elevato ns based on f rat gratles antl site contll(ons Bottom ofFootings shallbe set on competent properly graded bear ng so I below Frost Depth. <br /> c <br /> ad 4. Anchor Bolls for Exterior Stud Walls shall Win accoNanrx with Pl-S of the Shear Wall Schedule of IISOS,u.o.n. ( ,W/�^'� f— <br /> +{, SLAB-ON-GRADE I S. See torsos for Sim USP hm aware conversion table. �„J <br /> LAB ON GRADE PORCH H 2-g, peon 1 o <br /> --_-_PORCH HD ATTACH 2.PORCH WALLS " <br /> Rllt """CH'L SECTION 4'-4Ys" DIRECTLY TO PORCH SLAB --- — — --- LEGEND <br /> D3&4 FOR FRONT PORCH 5'-7Y2, PER 12/S07 1 1'-10Yz' <br /> FOUNL'IATION CONSTRUCTION REFER TO ARCH'L SECTION S07 XX <br /> 1.-5y2„ _81 DETAIL CALL-0UT <br /> D3814 FOR FRONT PORCH <br /> FOUNDATION CONSTRUCTION <br /> FFI-X] ANCHOR BOLTS FOR SHEAR WALL dOVE PER SCHEDULE OF 1IS06 <br /> EXTENDED FRONT PORCH OPTION-ELEV.'D' SLA&ON-GRADE PER PLAN NOTE I <br /> r---� <br /> LOJ FOUNDATION WALL W <br /> C <br /> f RAISED FOUNDATION WALL <br /> W <br /> 0 BEARING OR SHEAR WALL ABOVE a — <br /> w a <br /> CRAWL SPACE POST BELOW <br /> 0 <br /> (%X� FOOTING CALL-OUT SEE 51S07 u <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02D(M) <br />