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HomeMy WebLinkAboutS001.0CRAWLSPACE - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL CRAWLSPACE 82'-10" 44'-1" 14'-8" 24'-1" 23 '-8" 13 '-0" 30'-0" 2'-3 " 9'-3 " M.O. 1'-8" 9'-3 " M.O. 1'-3 " 2'-1" 9'-3 " M.O. 1'-8" 6'-0" 7'-0" 24'-8" 21'-1" 21'-11" 2'-2" 82'-10" 2'-4" 8'-0" 3 1'-71 2" 5'-5" 8'-0" 13 '-8 1 2" 5'-3 " 3 1'-49 16" 6'-0" 8'-0" 13 '-7 1 2" 6'-0 1 2" 24'-10" 11'-10" 20'-0" 50'-4" 70'-4" "X" INDICATES DROPPED FLOOR JOIST IN THIS AREA "X" INDICATES DROPPED FLOOR JOIST IN THIS AREA 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. 2 PLY"x117 8" LVL HDR. FTG. 1 DETAIL E FTG. 1 DETAIL E FTG. 1 DETAIL E FTG. 1 DETAIL E FTG. 1 DETAIL E 31 2x3 1 2x 1 4" STL. COL. 31 2x3 1 2x 1 4" STL. COL. W14x82# STL. BEAM 31 2x3 1 2x 1 4" STL. COL. 31 2x3 1 2x 1 4" STL. COL. FTG. 1 DETAIL FTG. D DETAIL 1 D FTG. DETAIL 1 E FTG. DETAIL 1 D FTG. DETAIL 1 E 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 8" POURED CONCRETE 10" POURED CONCRETE 18"x8" CONCRETE FOOTING @ 2500 PSI 18"x8" CONCRETE FOOTING @ 2500 PSI 18"x8" CONCRETE FOOTING @ 2500 PSI 18"x8" CONCRETE FOOTING @ 2500 PSI 18"x8" CONCRETE FOOTING @ 2500 PSI 18"x8" CONCRETE FOOTING @ 2500 PSI 18"x8" CONCRETE FOOTING @ 2500 PSI 18"x8" CONCRETE FOOTING @ 2500 PSI BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE DBL. LVL JST. DBL. LVL JST. DBL. LVL JST. DBL. LVL JST. DBL. LVL JST. DBL. LVL JST. 21'-3 " 12'-2" 16'-11" 20'-71 4" 7'-0 1 4" 1'-6 1 4" 19'-4 1 2" 3 '-6 1 2" 12'-2 3 4" M.O. 10'-11 8" 9'-911 16 " 10'-13 16 " 8'-111 2" 8'-11 8'-8" 8'-8" 1 2" 21'-0 3 4" 16'-2" 6'-101 4" 5'-71 4" 1 8 1 8 2 2 3 8 4 4 9 9 9 9 BRICK LEDGE BRICK LEDGE 93 4" 93 4" 93 4" 113 4" 31 2"X3 1 2"X 1 4" STL. COLUMN w/ 3 4"x12"x12" BASE PL. w/ (4) 3 4" HEADED ANCHOR ASTM A325 F1554 GRADE 36 N0. FTG. SIZE REINFORCEMENT INTERIOR COLUMN FOOTING SCHEDULE 1'-0" A 54"X54"X12" (5)#4's E.W. B 48"X48"X12" (4)#4's E.W. C 42"X42"X12" (4)#4's E.W. D 36"X36"X12" (3)#4's E.W. E 30"X30"X12" (3)#4's E.W. TYPICAL FOOTING REINFORCING TIMES STEP TWO STEP (SEE PLAN) POURED CONCRETE WALL BASED ON A SAFE ALLOWABLE BEARING PRESSURE OF 2000 psf ( TO BE FIELD VERIFIED ) SEE SCHEDULED FOR SIZE & REINFORCEMENT 3 " CLEAR 3 " CLEAR 3 " CLEAR 1'-0" 1. FOUNDATION DETAIL LEGEND INTERIOR COLUMN FOOTING DETAIL TYPICAL DETAIL INTERIOR COLUMN FOOTING 2. FOOTING STEP MASONRY PRECAST WALL DETAIL 3. FOUNDATION WALL MAT'L. CONC. BLK. WALLS POURED CONC. WALLS INTERIOR COLUMN FOOTING TYPICAL DETAIL * ALL MASONRY LEDGES TO BE 4" (UNLESS OTHERWISE NOTED) H. G. McCULLOUGH DESIGNERS, INC Designed For: M cCurdy Residence 2 9 5 WSV Date: 11-0 7-18 Plan number # 180 6 2 7 CONSTRUCTION DRAWINGS BY: - 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0 174 - www.hgmccullough.com GARY NANCE DESIGN Architectural Concepts By Make yourself at home 4631LisbornDrive Carmel,IN 46033 317.663.4793P gnance@garynancedesign.com garynancedesign.com ThesedesignconceptsarethepropertyofGaryNanceDesign andmaynotbeusedwithoutapprovalfromGaryNanceDesign FOUNDATION PLAN SCALE: 1/4"=1'-0" 01 SHEET NUMBER 11/16/18 Mike Sheeks