HomeMy WebLinkAboutMcKenzie Townhome Foundation PlanH. G. McCULLOUGH DESIGNERS, INC
CONSTRUCTION DRAWINGS BY:
- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com
- Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at home
McKENZIECOLLECTION.COM
4631 Lisborn Drive Carmel, IN 46033
317.574.7617 P
Date: 10-26-2021
Plan number #210418
Designed For:
Jackson's Grant
Village Townhome FTG. SIZEN0. REINFORCEMENTINTERIOR COLUMNFOOTING SCHEDULE1'-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 FOOTINGREINFORCINGTIMES STEPTWOSTEP
(SEE PLAN)POUREDCONCRETE WALLBASED ON A SAFE ALLOWABLE BEARINGPRESSURE OF 2000 psf ( TO BE FIELD VERIFIED )SEE SCHEDULED FORSIZE & REINFORCEMENT3" CLEAR3" CLEAR3" CLEAR
1'-0"TYPICAL DETAILINTERIOR COLUMN FOOTING2. FOOTING STEP MASONRY PRECAST WALL DETAIL3. FOUNDATION WALL MAT'L.CONC. BLK.WALLSPOURED CONC.WALLS4. GENERAL NOTES* ALL MASONRY LEDGES TO BE 4" (UNLESS OTHERWISE NOTED)10" POURED CONCRETE10" POURED CONCRETE8" POURED CONCRETE
8" POURED CONCRETE
8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE312x312x14"STL. COL.8" POURED CONCRETE8" POURED CONCRETERECESSED 8"VERIFY w/ ELEVATOR MANUFACTURER/CONTRACTOR FOR SPECS.RECESSED SLAB FOR
MASTER SHOWER UNEXCAVATED- 4" MIN. CONCRETE SLAB- GRAVEL FILLUNEXCAVATED- 4" MIN. CONCRETE SLAB- GRAVEL FILLUNEXCAVATED- 4" MIN. CONCRETE SLAB- GRAVEL FILL12"X22" DEEP CONCRETEFOOTING @ 2500 PSI11'-414"16'-3"1'-614"3'-214"16'-3"8'-634"3'-214"16'-3"11'-414"M.O.M.O.M.O.1'-4"14'-0"9'-13 4"24'-2"14'-612"10'-13 4"3'-0"1'-8"1'-4"6'-0"58'-0"
16'-13 4"14'-612"2'-2"4'-812"4'-712"4'-812"8'-214"22'-11"
9'-814"512"
8'-11"
1'-4"1'-8"4'-4"
6'-0"10'-13 4"14'-612"2'-2"4'-812"4'-712"4'-812"7'-214"1'-0"22'-11"1'-4"
19'-11"5'-112"22'-31 4"14'-612"10'-13 4"3'-0"1'-8"1'-4"
4'-8"72'-0"
6'-0"10'-13 4"14'-612"2'-2"4'-812"4'-712"4'-812"7'-214"1'-0"22'-11"29'-1112"28'-0"29'-1112"9'-7"19'-1012"1'-0"12'-11"14'-1"1'-0"14'-1"5'-912"9'-7"4'-9"4'-10"19'-11"5'-2"4'-412"1'-0"17'-512"5'-2"4'-412"1'-0"4'-412"5'-2"19'-11"10'-012"10'-6"10'-6"16'-5"2'-0"2'-0"9'-012"10'-6"4'-134"4'-0"5'-934"2'-0"2'-0"9'-012"10'-6"10'-6"9'-012"2'-0"2'-0"16'-5"2'-012"5'-534"3'-6"15'-112"3'-334"1'-0"3'-334"14'-512"3'-6"4'-414"1'-412"1'-0"1'-112"2'-214"14'-11"3'-6"5'-414"2'-412"3'-6"
3'-6"
3'-6"8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE8" POURED CONCRETE12" POURED CONCRETE
12" POURED CONCRETE
41233421888899991'-8"6'-4"8"8"5'-212"8"4"1'-8"6'-4"8"8'-8"22'-112"28'-0"20'-512"8'-8"FOUNDATIONDETAIL1AFD1FOUNDATIONDETAIL1AFD3FOUNDATIONDETAIL1AFD2CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLFOUNDATIONDETAIL1AFD4FOUNDATIONDETAIL1AFD4FOUNDATIONDETAIL1AFD4FOUNDATIONDETAIL1AFD5FOUNDATIONDETAIL1AFD512"x18" ANCHORBOLTS 48" O.C.AIRSPACEBRICK VENEER65 8"12"X22" DEEP CONCRETEFOOTING @ 2500 PSIR-10 RIGIDINSULATION12"X22" DEEP CONCRETEFOOTING @ 2500 PSI12"X22" DEEP CONCRETEFOOTING @ 2500 PSIHOUSESLABGARAGE SLABTOP OF MAIN LEVELSUB FLOOR12" EDGEFD1 FOUNDATION DETAILFD2 FOUNDATION DETAILFD3 FOUNDATION DETAIL4"MASONRYLEDGE1'-4"
8"8"8"RUBBERFOUNDATIONFLASHINGAS PER CONTR.WALL FLASHING &WATERPROOFINGAS PER CONTR.8"RECESSED 8"VERIFY w/ ELEVATOR MANUFACTURER/CONTRACTOR FOR SPECS.(2)LAYERS OF 1" THICKFIRE-SHIELD SHAFTLINER XPSEALER2x4 PRESSURE-TREATEDSILL PL.2" H-STUD TRACK12" GYP. BD. EACH SIDEELEVATOR1'-0"FD4 FOUNDATION DETAILFD5 FOUNDATION DETAIL1SCALE: 1/4"=1'-0"FOUNDATION PLANSHEET NUMBER"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproductionof this work, its technical aspects or creative content without the express written consentof H. G. McCullough Designers, Inc. This work is fully protected by copyright underU.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc."Drawings & blueprints are intended solely as a plan layout& basis for material
estimate. H.G. McCullough Designers Inc.assumes no responsibility for structural
or material adequacy of drawings nor for compliance with appropriate building codes.
H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or control
contractor or subcontractor's performance, nor their errors or omission. Customers
should have qualified engineer or architect review construction detailsSCALE: 3/8"=1'-0"FOUNDATION DETAILS