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HomeMy WebLinkAbout03120003.62W WD. STUDS 0 16° O.C. BATT INSUL R-13.0 2°x4m WD. PLATE FLOOR JOIST MAIN LEVEL 2"X4" STUD WALL AT FINISHED AREAS FUR WALL OUT 4' FROM PACE OF CONC. BATT INSUL R-13.0 44 CONC. SLAB W/ 6X6-W1.4XW1.4 WWF OVER 6 MIL VISA. VAPOR BARRIER OVER 4' MIN. GRAN FILL SEE FOUNDATION PLANI FOR FOOTING SIZE FINISH STUCCO BACKER BOARD %I FURRING )P PLYWOOD SHEATHING CONT. BASE FLASHING TREATED 2'X4' WOOD SILL PLATE W/ CONT. SILL SEAL i4 BARS AT 183 O.C. 04 DOWELS 240 X IP AT 18' O.C. 490 PERF DRAIN TILE BOTH SIDES OF FOOTING •aa�,. OVER TILEO -`-2-03 BARS CONT. BASEMENT WALL SECTION SCALE: 1/2"=1'-0" bws-033 FOUNDATION NOTES 1. REINFORCED CONCRETE DESIGN STRENGTH AIR ENT. A. WALL FOOTING, SPREAD FOOTINGS, AND 3000 PSF 2% ALL CONC. BELOW FROST LINE z „ — n B. EXTERIOR SLABS, PIERS,WALLS, COLUMNS, 3000 PSF 6% GRADE BEAMS, AND ALL CONC. EXPOSED NX TO FREEZE/THAW z Q 2 LL C. INTERIOR SLABS 4000 PSF 2X 2, ALLOWABLE SOIL BEARING PRESSURE O A. SPREAD FOOTING 1500 PSF opo B. WALL FOOTING 1500 PSF 3. FOOTINGS SHALL BE PLACED ON FIRM UNDISTURBED SOIL OR ENGINEERED c� FILL 6 MIN, OF 32" FROM TOP OF FOOTING TO FINISH GRADE. z r, 4. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE W� TREATED AND SITTING ON CONTINUOUS SILL SEAL. 5. ANCHOR BOLTS SHALL BE 1/2" X 18" AT 4'-0" O.C. AND WITHIN 12" FROM END OF SILLS AND CORNERS. PROVIDE MIN. OF 2 BGLTS PER SILL IF LESS (n O N = THAN 8'-0" LONG. PLATES ON TURNED DOWN SLAB MIN. 2 BOLTS PER SILL N d EMBEDDED 5 1/2" INTO FOOTING. No r. 4' N 6. USE STEEL COLUMNS UNDER EACH END OF STEEL BEAM UNLESS BEARING ON CONCRETE WHEREAS THEY SHALL BEAR ON 1/4" STEEL PLATE. USE EITHER TUBE COLUMN OR ROUND STANDARD PIPE COLUMN UNLESS OTHERWISE NOTED. d 7. WHERE STEEL COLUMNS BEAR ON CONCRETE FLOOR, PROVIDE A CONCRETE FOOTING PAD WITH REBARS AS NOTED ON PLAN. k s J V •1 [-nu vwa• t'VUNUA l IUN FLAN SCALE: 1/4"=1'-0" L6MIL R scale: 1/4"=1'-0" 0 4' GRAPHC SCALE a N a DATE 8/15/03 � n G. z „ — n W w n J v J W NX v z Q 2 LL U fV Cx O z opo a c� z r, U W� ti tdr Q (n O N = G N d Q No r. 4' N scale: 1/4"=1'-0" 0 4' GRAPHC SCALE SHEETS DATE 8/15/03 Q Z G. N REV. Ili W 'ow c M U -4 Cx z O� S a N ti tdr Q G J U No r. 4' N W N %D V 1t d W )L Q, Q, J N a (� M+j Z z z a Lu e o oz scale: 1/4"=1'-0" 0 4' GRAPHC SCALE SHEET OF 7 SHEETS DATE 8/15/03 Q Z REV. Q W Z U z W Q G J U W 1t uu N 0 Lu � Q J Q � ko co W U CE OJ U Z O h Z ILJ Q U U O0 SHEET OF 7 SHEETS DATE 8/15/03 REV. REV.