Laserfiche WebLink
0 <br /> �o <br /> �rn <br /> w >Z <br /> Q =U <br /> E !' <br /> B:'w r Z <br /> W <br /> Uf a? <br /> o n <br /> U-= i w <br /> a �s <br /> SLAB-ON-GRADE tD ca <br /> G <br /> STOOP <br /> --STUB OUT <br /> p Via= <br /> REBAR 18" I 04 y <br /> 13 PLACES) W <br /> I I I I W >3 <br /> z§�a <br /> t <br /> I— <br /> TVP W <br /> -a —s•-o — , .._4y.—. 4'-3Yz 2'-0 , j �T. <br /> —�— <br /> t da <br /> t <br /> I F2 I I - I <br /> I I 1e <br /> `- <br /> I <br /> I it I I lL®J <br /> I I I <br /> wM � <br /> r— W LLJ <br /> I ® <br /> ud <br /> J <br /> 1U-4)r' --,✓gib— I S <br /> I 7 � <br /> L <br /> --Ho Z <br /> j w O <br /> 2 L 42 Z W <br /> W <br /> I' W <br /> I ® ®. <br /> LIF. <br /> G-oN c� uE J Q <br /> P, NOTE EV VARIES) <br /> 3'-iy" 2'-0 ALL FRAMING OR HARDWARE <br /> NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED <br /> I I I I I I <br /> W <br /> ., JB OUT I - STUB OUT I w <br /> aTEF I STEP <br /> 3AR,B, I - __ REBAR 18" I z w`LACES) I I (3 PLACES) I O W <br /> S07 r_ I _-- - I r FOUNDATION PLAN NOTES <br /> STEP I I I STEP 1. Slabon-Grade shall be 4 thick Sob shall"'cured over Gran.ar—I Fill per Geolechmcal Report Archn'e —, Q <br /> ATTACH 2x PORCH WALLS i x-b_ -- — J o I L——— —J Draw ngs for Slab Elevat D p n,and Slope mqu rements. Q z <br /> m <br /> DIRECTLY TO PORCH SLAB ' <br /> PER 121507 S�EP I I STEP - - 2 Cmut—bo VC,mmi Jo t' SI b e optional but recommended to wntrol cracking When used slab areas between joists shall <br /> L— .._.__ -- -- —___`J P12 ---_ ———— A -.--- -- be approxmamlysquare and 400sfort V <br /> Ni <br /> ,...�1 SAS' - — Jt s�y0 I I ST 3. The Cm moor shall determine actual fooling elevations based on final grades and s le cond t ons.Bottom of Foot ngs shall be set Z ^ <br /> L P v on properly graded bearing soil below Frost Depth. O <br /> L- - Oo\o o — — ——— A i 5o wmpatenc ded bean Z <br /> 4 <br /> y e <br /> N so > <br /> o <br /> to 4. Anchor Bolts for Extador Stud Walis shall be in accordance with Pt$of the Shear Wall Schetlule of 11506,u.e.n. <br /> SLAB-ON-GRADE fL O <br /> /' I'- PORCH H 2 g 6. See 10/S06 far Simpson[o USP hardware conveys on table. <br /> I PORCH C O V 2'-9�, L <br /> SLAB-ON-GRADE H ATTACH 2x PORCH WALLS LL W <br /> REFER TO ARCH'L SECTION 4'4Yd' DIRECTLY TO PORCH SLAB —— —— ——— LEGEND w <br /> PER 12/SO7 <br /> D38/4 FOR FRONT PORCH i., ___5,�z, t r 1'-10Yz" � <br /> FOUNDATION CONSTRUCTION _ REFER TO ARCH'L SECTION S07 XX <br /> 038/4 FOR FRONT PORCHOETAIL CALL-OUT <br /> FOUNDATION CONSTRUCTION 9'-5" 2'40Y{ <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF,/S06 <br /> EXTENDED FRONT PORCH OPTION-ELEV.W u sue-ON-GRADE PER PLAN NOTE I <br /> ---, m <br /> L_OJ FOUNDATION WALL � <br /> F <br /> I RAISED FOUNDATION WALL <br /> w <br /> BEARING OR SHEAR WALL ABOVE <br /> o <br /> Q ry <br /> CRAWL SPACE POST BELOW <br /> XX FOOTING CALL-OUT SEE 5/S07 W c <br /> J, <br /> STEP STEP TOP OF STEM WALL <br /> 0 , 2 4 8 16 <br /> S02A(M) <br />