Laserfiche WebLink
FOUNDATION PLAN NOTES: <br /> I Slab-on-ra e s a e 4'thick. lab shal bar poured ovar Frea Draining ill per Gaoiechmcai Report.Sae Archltecural _ <br /> Drawings for Slab Elevation,Depression,and Slope requirements. - <br /> �o) <br /> 2. ConstfucbonlCorildl Joint m Slabs are optional but recommended to control cracking.When used,slab areas between duds shall w G <br /> be approximately square and 400-sf or less. T <br /> 3. The Comractor Shall determine actual footing elevations based on final grades and site cordul.,-Bottom of footings shall be set <br /> on competent,properly graded bearing soil below Frost Depth. L)i a I <br /> O c <br /> 4, Anchor Bolls far Exterior Stud Walls snail be in accordance with P1-6 of U.Shear Wall Schadule of 11S05,u.o.n. <br /> U„ 5. See 10/SOG for Simpson to USP hardware conversion table. Q ', w w <br /> IL =_ <br /> 17-0,. LEGEND iL m <br /> -09dd+ 2%" t <br /> DETAIL CALL-OUT <br /> SLA&ON-GRADE v <br /> _-- STOOP Nis F ,24 i-- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/306 (n <br /> I <br /> � L�11�J 2s/q" � SLAB-ON-GRADE PER PLAN NOTE 1 ' <br /> STUB OUT <br /> REBAR 18" i4is �, FOUNDATION WALL <br /> _ —J <br /> (3 PLACES) <br /> "B — RAISED FUUNUAIION WALL <br /> - - -" BEARING OR SHEAR WALL ABOVE I W <br /> CRAWL SPACE POST BELOWac �' •1ryASryI ) <br /> XX FOOTING CALL-OUT SEE S/S07 <br /> . I STEP STEP TOP OF STEM WALL /r <br /> I 18 1B 18 sssfi <br /> r <br /> I <br /> ry *y <br /> J L J L+J <br /> � I I <br /> �1 LL <br /> w <br /> LLI <br /> Q <br /> r-o" a's^� 211Ys r-o"1. Q <br /> —I L tY �/ <br /> v I. i i i6 24 1 S J <br /> II I I Io O Z <br /> 6'-8Yz <br /> Q <br /> I' w � <br /> lLl <br /> ULJ <br /> —1 <br /> I I I I - <br /> �. <br /> ® I I <br /> I I I I <br /> W <br /> ALL FRAMING OR HARDWARE z <br /> NOT SHOWN OR SPECIFIED W <br /> TO REMAIN UNCHANGED _O <br /> r O <br /> HD HD Z <br /> 3'-8" 5'-3" I I 24"MIN RAISED (— <br /> STEM WALL RETURN <br /> SO youSTUB <br /> U <br /> _ .3TEIv - STEP. A q STEP <br /> L h ——— y — STEP L— (3 PLACES) <br /> ——— <br /> (L 0 <br /> —� F— <br /> o"fix <br /> / S o STUB OUT REBAR " I oATTACH 2x PORCH m G 18,..(3 PLACES) Cn <br /> Lr- <br /> WALLS DIRECTLY <br /> [x PORCH- 1 I_--T ------� TO PORCH SLAB —� <br /> )IRECTLY S07 SLP,B-ON-GRADE I PER 12/S07 <br /> ARCH SLAB PORCH <br /> ER 12IS07 <br /> R11EITOARC11 <br /> SECTION D3814 FOR 1 SLAB-ON-GRADE <br /> FRONTPORCH 507 PORCH <br /> FOUNDATION <br /> CONSTRUCTION REFER TO ARCH'L m <br /> SECTION 03814 FOR <br /> n <br /> FRONT PORCH k- <br /> -- 6'-9" 2'-Syp" FOUNDATION <br /> 1'-3" 10'-5y2'' CONSTRUCTION w <br /> a <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' w o <br /> a <br /> o ; <br /> -- <br /> w <br /> 1 8 16 S02A(M) <br />