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HomeMy WebLinkAboutS001.00CRAWLSPACE UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB - GRAVEL FILL UNEXCAVATED - 4" MIN. CONCRETE SLAB- GRAVEL FILL 20"x8" CONCRETEFOOTING20"x8" CONCRETEFOOTING20"x8" CONCRETEFOOTING20"x8" CONCRETEFOOTING31 2x31 2x 14" STL. COL. W8x13# STL. BEAM31 2x31 2x14" STL. COL. 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI 20"x10" CONCRETE FOOTING @ 2500 PSI FTG. DETAIL1 E DBL. LVL JST. DBL. LVL JST. DBL. LVL JST. DBL. LVL JST. 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 CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE 8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE20"x8" CONCRETEFOOTING20"x8" CONCRETEFOOTING1 7 1 7 6 7 6 7 7 2 7 2 8 4 8 4 8 5 8 3 52'-01 2" 7'-41 4"7'-3"37'-51 4" 16'-31 2" 3'-0" 20'-8"3'-8" 19'-0" 20'-0" 17'-8" 3'-8"5'-4" 15'-0" 20'-103 4" 10'-93 4" 11'-31 2"8'-0" 1'-21 2"21'-912"7'-0" 18'-2"9'-812" 21'-13 4"15'-11"14'-113 4"934"9'-1012"4'-103 4"4'-9"12'-51 2"20'-1" 93 4" 15'-93 4"16'-212"15'-3"13'-312"13'-0"26'-8" 4'-912"11'-612" 13'-8"4'-8 1 4"7'-3"24'-83 4"25'-8" 24'-4" 86'-8" 1'-0" 9'-3" M.O. 2'-0" 9'-3" M.O. 2'-10"2'-111 2"3'-3" M.O. 13'-0"12'-0"27'-8" 16'-4" 13'-8" 1'-212"10'-0" M.O.3'-212"4'-4" 2'-8" M.O.3'-412" 1'-1034"9'-3" M.O.1014""X" INDICATES 4" DROP FLOOR SYSTEM FOR MASTER SHOWER FLOOR BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGE BRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGEBRICK LEDGE19'-51 2" 8" POURED CONCRETE 36'-8" 21'-4" 4'-4" 28'-8"18'-2"5'-0"25'-212"19'-2" 93 4" FOUNDATION DETAIL 1A FD1 FOUNDATION DETAIL 1A FD2 FOUNDATION DETAIL 1A FD3 EJECTORPITSUMP PUMP w/BATTERY BACKUPBRICK STAMP FORMS ON THE INSIDE BRICK STAMP FORMS ON THE INSIDE FOUNDATION DETAIL 1A FD4 FOUNDATION DETAIL1A FD4 Designed For:Westvale Lot 92Stump ResidenceDate: 08-20-19Plan number #190601H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION 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 317.574.7617P312"X3 12"X14" 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" * HVAC CONTRACTOR TO PROVIDE CONTINUOUSLY OPERATED MECHANICAL VENTILATION AT A RATE OF 1.0 CFM FOR EACH 50 SQ.FT. OF CRAWL SPACE * VERIFY MECHANICAL ACCESSES THROUGH FOUNDATION WALL W/ CONTRACTOR & MECHANICAL CONTRACTOR 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 4. GENERAL NOTES * ALL MASONRY LEDGES TO BE 4" (UNLESS OTHERWISE NOTED) SEE SCHEDULED FOR SIZE & REINFORCEMENT 3" CLEAR3" CLEAR 4 PLY BLOCKING ANCHORED TO FOUNDATION w/1 2" X 8" ANCHOR BOLTS DRILLED & EPOXY 48" o.c. SCALE: 1/4"=1'-0"FOUNDATION PLAN 01 SHEET NUMBER 08/30/19 Mike Sheeks