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Home My WebLink AboutS001.0UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL CRAWLSPACE UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL STOOP SUPPORT (VERIFY w/ CONTRACTOR) STOOP SUPPORT (VERIFY w/ CONTRACTOR) UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL CRAWLSPACE - CONCRETE PIER LOCATIONS T.B.D. - STEEL BEAM LOCATIONS T.B.D. - STEEL COLUMN LOCATIONS T.B.D. W10x26# STL. BEAM W12x30# STL. BEAM W10x15# STL. BEAM W12x35# STL. BEAM W12x35# STL. BEAM W12x30# STL. BEAM W12x26# STL. BEAM W8x13# STL. BEAM W8x13# STL. BEAM W12x26# STL. BEAM W8x13# STL. BEAM W8x13# STL. BEAM W10x17# STL. BEAM W10x17# STL. BEAM W10x17# STL. BEAM W10x17# STL. BEAM W10x17# STL. BEAM W8x13# STL. BEAM W8x13# STL. BEAM FTG. DETAIL 1 E FTG. DETAIL 1 E FTG. DETAIL 1 D FTG. DETAIL1 D FTG. DETAIL1 E FTG. DETAIL1 D FTG. DETAIL1 D FTG. DETAIL1 D FTG. DETAIL1 D FTG. DETAIL 1 E FTG. DETAIL 1 E FTG. DETAIL1 E FTG. DETAIL1 E FTG. DETAIL1 E FTG. DETAIL1 E FTG. DETAIL1 D FTG. DETAIL1 EFTG. DETAIL1 EFTG. DETAIL1 E 11'-8" 13'-4" 25'-0" 8'-0"7'-614" 6'-512"9'-2"2'-10716" 12'-31316"8'-112"2'-0" 7'-4"9'-4"9'-1014" 8'-512" 6'-212" 15'-534"2'-8" 6'-0"1112"10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE 12" POURED CONCRETE12" POURED CONCRETE10" POURED CONCRETE "X" INDICATES SHOWER FLOOR DROPPED 4'-412"16'-3" 2'-5" 3'-3"4'-012"22'-4" 3'-8"30'-4" 26'-0" 9'-4"4'-73 4" 12'-31 2" 4'-73 4"4'-101 2"13'-11"4'-101 2" 6'-8" 13'-4" 19'-4" 23'-8" 21'-7" 14'-10"11'-212"9'-7"5'-21 2"31'-4" 3'-512"10'-3"2'-8"10'-3" 4'-812"M.O. M.O.M.O. M.O. 17'-212"3'-3"91 2" M.O. 21'-3"18'-11"32'-0" 5" 5'-1" 8'-0" 5'-1" 5"9'-2"19'-0" 14'-0"9'-814"8'-9"12'-1014"3'-0"2'-412"26'-0"12'-1012"12'-9"22'-0" 1'-8" 1'-4" 4'-8"20'-4" 1'-5" 20'-2" 23'-8" 19'-4" 20'-0" 43'-3" 4" 1'-8" 1'-4"7'-4"6"2'-0" 2'-8" 13'-414" 3'-01 2"10'-7"6'-212" 3'-534"5'-8"4'-0" 7'-4"7'-834"14'-0" 18'-0" 25'-0" 20'-3"11'-034" 9'-1112"15'-314" 20'-8" 18'-0"12'-578" 12'-578" 20'-112" 934" 20'-8" 18'-0"12'-578" 12'-578" 15'-81 4" 15'-814" 15'-81 4" 13'-712"10'-8"5'-0"14'-112"13'-1012" 3'-534" 28'-0"13'-4" 14'-2"STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGESTONE LEDGE STONE LEDGESTONE LEDGESTONE LEDGE18"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 10'0"x6'8"x12" THK. CONC. FTG W/ #4 BARS 12" O.C. EACH WAY CRAWL SPACE ACCESS DRAIN TILED R A IN TI L E STONE LEDGE STONE LEDGE STONE LEDGE SUMP D R A I N TIL E SUMP SUMPDRAIN TILESTONE LEDGEDRAI N TILESTONE LEDGEDRA IN TI L EDRAIN TILEDRAIN TILED R A I N T I LE 5'-212" DRAIN TI LEDRAIN TILED RA I N T I L E DRAI N TILE DRAI N T ILE DRA IN TI L E DRA IN TI L EDRA I N TI LE NOTE:CONCRETE PLATFORM SAMELEVEL AS SUBFLOOR STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGESTONE LEDGESTONE LEDGE1'-1" STONE LEDGE 1. FOUNDATION DETAIL LEGEND INTERIOR COLUMN FOOTING DETAIL TYPICAL DETAIL INTERIOR COLUMN FOOTING INTERIOR COLUMN FOOTING TYPICAL DETAIL 16"x16" CONCRETE BLOCK PIER w/ (2)#4 VERTICAL REBAR IN CEMENT FILLED CORES SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR 3" CLEAR3" CLEAR1'-0"H. G. McCULLOUGH DESIGNERS, INCDesigned For:Gregor Residence Date: 10 -19-18Plan number # 180 530 CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com - Telephone: 812 . 428 . 0 174 - www.hgmccullough.com GARY NANCE DESIGNArchitectural Concepts ByMake yourself at home 4631LisbornDrive Carmel,IN 46033 317.663.4793Pgnance@garynancedesign.com garynancedesign.com ThesedesignconceptsarethepropertyofGaryNanceDesign andmaynotbeusedwithoutapprovalfromGaryNanceDesign FTG. SIZE N0. 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 ) 2. FOOTING STEP MASONRY PRECAST WALL DETAIL 3. FOUNDATION WALL MAT'L. CONC. BLK. WALLS POURED CONC. WALLS * ALL MASONRY LEDGES TO BE 512" (UNLESS OTHERWISE NOTED) SCALE: 3/16"=1'-0"FOUNDATION PLAN 01 SHEET NUMBER 10/30/18 Mike Sheeks