Laserfiche WebLink
FOUNDATION PLAN NOTES: <br /> 1. Slab-orvGrede shall be 4'thick. ab she I be poured over reel' a Draining Vranula,Fill par Geotechnical Repoli.See Architectural _ <br /> Drawings for Slab Elevation,Depression,and Slope requirements. <br /> 2. ConstructiohiConlrol Joint in Slabs are opbcnal but re—merkeci to control cracking.When used,slab areas betweenlotsls shall U' <br /> be approximately square and 400-sf or less. <br /> _G <br /> j 3. The Contractor shell determine actual footing elevations based on final grades and site condni-S.Bottom of Footings shall baser C`on competent,property graded bearing soil below Frost Depth. <br /> 4. Anchor Bulls for Exterior Surd Walls shall be in accordance with P,-6 of tna Shear Wall Schedule of VS06.u.o.n. <br /> 5. See 10/S06 for Simpson to USP hardware conversion table. Q ¢ Zu <br /> W' <br /> IL <br /> �r <br /> LEGEND m m <br /> q9 2%" XX <br /> F-p SX.X DETAIL CALL-OUT <br /> SLAB-ON-GRADE ''ip� <br /> 24 rP1-X1 ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 to - <br /> Q <br /> SLAB-ON-GRADE PER PLAN NOTE I <br /> STUB OUT <br /> REBAR 18" L_—.———1 •^a+/ .. <br /> 0 FOUNDATION WALL <br /> ———J <br /> (3 PLACES) RAISEU FOUNUAI ON WALL �-+ a <br /> _— — ——— ———————— '. <br /> BEARING OR SHEAR WALL ABOVE <br /> I I <br /> CRAWL SPACE POST BELOW T. <br /> As <br /> I °t nr4 <br /> i� <br /> I � <br /> FOOTING CALL-OUT SEE 5/SU7 b l <br /> o <br /> STEP STEP TOP OF STEM WALL N \� <br /> „ <br /> I <br /> I i I <br /> H <br /> I � W <br /> { I I J <br /> v P 7 <br /> I I I I Z Z <br /> F— <br /> fI <br /> s'sY2 I M 1 <br /> I LLI W <br /> I = W <br /> l I I I <br /> -- <br /> I <br /> I 2-U 8'-5Yz' 2-0" <br /> I-- <br /> W <br /> Z <br /> I ALL FRAMING OR HARDWARE W <br /> NOT SHOWN OR SPECIFIED O W <br /> TO REMAIN UNCHANGED <br /> LL <br /> I it �— z O <br /> HD HDI >_ <br /> I' A o- STUB OUT <br /> 24"MIN RAISED Q <br /> � I ) STEM WALL RETURN <br /> Cle, STEP. ?O 5o S�10 I �.p�1 STEP - (3 PLACES) STEP IL � sTE J y'�," <br /> ---- -- — - <br /> - <br /> •? , r I I I I �L1�7v U <br /> ?moo^ I STUB OUT REBAR - I Spy L Q <br /> (n <br /> hso�G I 18..(3 PLACES) I ATTACH 2x PORCH - <br /> I WALLS DIRECTLY <br /> N PORCH, L--_;. --------..,- TO PORCHSLAS <br /> DIRECTLY g07 SLAB-ON-GRADE I PER 12/S07 <br /> 2CH SLAB PORCH ————— — — —— — <br /> —z_R 12/S07 <br /> REFER TO ARCH'L <br /> SECTION D38/4 FOR 1 SLAB-ON-GRADE <br /> FRONTPORCH S07 PORCH k <br /> FOUNDATION <br /> CONSTRUCTION REFER TO ARCH'L m <br /> SECTION D38/4 FOR y <br /> FRONT PORCH <br /> s'-g^ 2'-sY, <br /> FOUNDATION <br /> 1'-W 10'-5Ys' CONSTRUCTION w <br /> a i <br /> -- EXTENDED FRONT PORCH OPTION-ELEV.'A' <br /> a <br /> o <br /> w <br /> C <br /> 0 , 2 4 d I,. <br /> S02A(M) <br />