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0 <br /> w <br /> �o <br /> �v <br /> W <br /> rQ k xJ <br /> GL <br /> Lin 7BL <br /> --- <br /> U <br /> d < uw <br /> SS <br /> SLAB-ON-GRADE m m <br /> STOOP <br /> I � <br /> I <br /> r------ -----7 ^7J <br /> -41 <br /> PLACES) LT, <br /> j z <br /> Sin <br /> TYP <br /> I I I I <br /> I ` ram <br /> zo <br /> Jr `\ <br /> I I <br /> 8 1e <br /> r <br /> ILLr- <br /> I ® 00 w <br /> 3 <br /> --- Q <br /> s�yo Q <br /> z <br /> I I Iii� I I 7 F- <br /> LU <br /> LLJ <br /> CEO N <br /> L Q <br /> hI_ - I <br /> PI_ N nc r. - I I <br /> I <br /> rV3'-1Yi' 2'-0 ALL FRAMING OR HARDWARE <br /> PILSI <br /> I NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED F- <br /> I F- <br /> I� I I I I I r I I w <br /> JB OUT I STEP STUB OUT <br /> 3AR 18" I ' REBAR 18" I ZLLJ <br /> LACES) I ——— (3 PLACES) i I O w <br /> Y1 r I I FOUNDATION PLAN NOTES. I.L. <br /> 3 - STEP I I STEP I 1 �aa�rade shall ba d th'ck SI b hatl be ree bra nug Granular Fier Geotech tical Report See Arch teGural 0 <br /> 4 I poured c'ar <br /> a0. ATTA(r UFCH WALLS �� _ —J _ L — I Drawings for Slab Elevat Depression,and Slope reo er"dtd hat <br /> UIFEI,L r PORCH SLAB r, 1, �.,,; n STEP L __ _ __ 2. struchon ntrol J I but mcrmmen a to control crack ng.when used,slab areas between io sts s I _ <br /> PER SLAB =1 T Con /Co Joint n Slabs are optional <br /> UI\., ——— _________ J be app—mately square and 400-sf or less <br /> -'— -_----- �LI_ } -_- -` 1 - Sl•SO _——— ——— d'�$. 3, The Convector shall determine actual footing elevations based mt final grades and s to conditions.Bohan of Footngs snail be set 7 ^ Z-O r� LL <br /> I a. �Ov - on competent properly graded bearing sod below Frost Depth. O <br /> r a <br /> b <br /> 4. Anchor Botts for Extenor Stud Walls shall be in accordance with Pt-6 of the Shear Wall Schedule of 1,806.u.o.n, �- <br /> __ O3LAr3(,N GRADL PDRCH - H 2-g 5, See 101S06 for Simpson to USP hardware wnverson table. <br /> PORCH I qHD <br /> L—___ — — '1 Q <br /> CH - ATTACH 2X PORCH WALLS LL U) <br /> TO.vRCH'L SECTION DIRECTLY TO PORCH SLAB -- ----- -- LEGEND <br /> u TiiP.FRONT PORCH , PER 12fS07OJVO UN CONSTRUCTION REFER TO ARCH'L SECTIONl'-5Yz --' --- - - -'S ------------- ^ I- — D3814 FOR FRONT PORCH SX.X DETAIL CALL-OUT <br /> I <br /> FOUNDATION CONSTRUCTION 9-5 2-tOY, <br /> ANCHOR BOLTS FOR SHEAR WA`L ABOVE PER SCHEDULE OF VS06 <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' LAN a sAH-oN-GRADE PER P NOTc 1 <br /> _ n I <br /> m <br /> L J FOUNDATION WALL y <br /> (— RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE d <br /> L <br /> 2 <br /> CRAWL SPACE POST BELOW ' ul <br /> XX FOOTING CALL-OUT SEE 51So7 L <br /> Y <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 z a B Ib <br /> S02A(M) <br /> 17d"=1'A" <br />