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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 CRAWLSPACE UNEXCAVATED - 4" MIN. CONCRETE SLAB- GRAVEL FILL2 PLY"x912" LVL HDR.2 PLY"x912" LVL HDR.2 PLY"x912" LVL HDR.2 PLY"x912" LVL HDR.FTG. DETAIL 1 EFTG. DETAIL1 E 20"x8" CONCRETE FOOTING 20"x8" CONCRETE FOOTING 20"x8" CONCRETE FOOTING STONE LEDGE10" 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 12" POURED CONCRETE 10" POURED CONCRETE 10" POURED CONCRETE STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGE STONE LEDGE 10" POURED CONCRETE 32" CRAWLSPACE ACCESS 18'-0" 26'-8" 14'-0" 3'-8" 3'-10"16'-10" 29'-0" 12'-10" 7'-6" 8'-10"15'-1111 16"8'-6"21'-6 5 16" 46'-0"10'-8" 5'-4"16'-2 5 16"9'-4" 8'-8"7'-0"2'-8" 18'-3 1 4"14'-83 4" 5'-0" 10'-8" 1'-4" 28'-0"12'-4" 5'-0"10'-8" 2'-9"9'-3"2'-0" 9'-3" 2'-9" 3'-4" 3'-4" 16'-0" 26'-0"22'-8"18'-0" 13'-0" 10'-8" 21'-51 2" 1'-21 2" 7'-23 4"4'-41 2" 4'-41 2" 16'-9"6'-83 4" 1'-101 2" 113 4"2'-334"9'-3"1'-114"12'-8"23'-4" 22'-0"1'-4"7'-0" 3'-8" 9'-4"12'-0" 6'-4" 11'-4" M.O. M.O. M.O.10'-4916"8'-8916"7'-2716" 6'-1"3'-712"8'-8" 20'-4"BEAM PKT. 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI 8" CONCRETE BLK. 8" CONCRETE BLK. 10 10 8 L 6 9 8 1 2 8 8 3 4 8 7 9 6 9 10 10 9 9 10 5 10 9 9 9 8 L C C C C L L C L M.O.EJECTOR EXTRA LARGE SUMP w/ BATTERY BACK UP 8 1 2 8 8 3 4 8 12'-8" 3'-0"11'-0"7'-0" 11'-0" 31 2"X31 2"X 1 4" STL. COLUMN w/ 3 4"x12"x12" BASE PL. w/ (4) 3 4" HEADED ANCHOR ASTM A325 F1554 GRADE 36 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 ) SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR 3" CLEAR3" CLEAR1'-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 51 2" (UNLESS OTHERWISE NOTED)H. G. McCULLOUGH DESIGNERS, INCDesigned For:284 WVLLangham/AlexanderDate: 02-19-19Plan number #180819CONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at homeMcKENZIECOLLECTION.COM 4631LisbornDriveCarmel ,IN46033 317.574.7617PSCALE: 1/4"=1'-0"FOUNDATION PLAN 1 SHEET NUMBER 03/04/19 Adam Schriner