HomeMy WebLinkAboutFoundation PlanCL
UNEXCAVATED
- 4" MIN. CONCRETE SLAB
- GRAVEL FILL
UNEXCAVATED
- 4" MIN. CONCRETE SLAB
- GRAVEL FILL
20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
10" POURED CONCRETE
10" POURED CONCRETE
10" POURED CONCRETE 10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE10" POURED CONCRETE 72'-8"26'-8"5'-0" 12'-8" 13'-0" 14'-018"71'-418"26'-8" 2'-8"
CL
CL
CL
17'-734" 4'-73 4"5'-4"6'-934" 38'-234"
10'-7"1'-11
2"16'-312" 6'-514"8'-314"5'-134" 13'-312" 5'-5"39'-258"8'-014" 11'-514" 7'-212"12"x12"x12" DEEP
SUMP PIT BOX W/
GRATE AS PER PVC
VERIFY AT SITE
3'-3 1
16" 10'-4"1'-0" 10'-4" 1'-0" 10'-4" 8'-415
16"
44'-8"1'-4" 2'-11" 10'-4" 918" 1'-4"10'-4"1'-4" 7" 10'-4" 1'-9"1'-312"3'-4"412"M.O. M.O. M.O.M.O. M.O.M.O. M.O. 2'-11" 10'-4" 5'-718"3'-4"49'-2"M.O. M.O. 14'-1114" 8'-9316" 9'-6316" 9'-63 16" 9'-63 16" 6'-03 4" 4'-111 4" 8'-1316"4'-91
4"6'-41
2"
9'-834"
12" ROUND
SONOTUBE
12" ROUND
SONOTUBE 10" POURED CONCRETE20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
1
1
7
7
2
2
7
7
7
3
7
4
7
3
7
4
44'-818"6" CONC. WALL
20'-43 16"3'-4" 2'-111316"M.O.
FTG. SIZEN0. REINFORCEMENT
INTERIOR COLUMN
FOOTING SCHEDULE
1'-0"
* 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
REINFORCINGTIMES STEP
TWO STEP(SEE PLAN)POURED
CONCRETE WALL
BASED ON A SAFE ALLOWABLE BEARING
PRESSURE OF 2000 psf ( TO BE FIELD VERIFIED )
1. FOUNDATION DETAIL LEGEND
INTERIOR COLUMN FOOTING DETAIL
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/12" X 8" ANCHOR
BOLTS DRILLED & EPOXY 48" o.c.Date: 12-18-19Plan number # 191020Designed For:KohliDESIGNED BY:Drawings & blueprints are intended solely as a plan layout& basis for materialestimate. H.G. McCullough Designers Inc. assumes no responsibility for structuralor material adequacy of drawings nor for compliance with appropriate buildingcodes. H.G. McCullough Designers Inc. is not liable for, nor does it guarantee orcontrol contractor or subcontractor's performance, nor their errors or omission.Customers should have qualified engineer or architect review construction detailsSCALE: 1/4"=1'-0"FOUNDATION PLAN "C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproduction
of this work, its technical aspects or creative content without the express written consent
of H. G. McCullough Designers, Inc. This work is fully protected by copyright under
U.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." 2 1 4 6 G L E N V I E W D R .E V A N S V I L L E , I N 4 7 7 2 0T e le p h o n e 8 1 2 - 4 2 8 - 0 1 7 4E m a il d e s ig n e r s @ h g m c c u llo u g h .c o mw w w .h g m c c u llo u g h .c o mH. G. McCULLOUGH DESIGNERS , Inc .SHEET NUMBER
1
04/15/20
Adam Schriner