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I. FOUNDATIONS ARE DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 2000 PSF
AT BOTTOM OF ISOLATED FOOTINGS AND 2000 PSF AT BOTTOM OF WALL FOOTINGS.
(NET PRESSURE)
2. BOTTOM OF ALL FOOTING EXCAVATIONS SHALL BE COMPACTED PRIOR TO PLACING
CONCRETE.
3. EXTERIOR FACE OF ALL EXTERIOR FOUNDATION WALLS TO BE WATERPROOFED. RE:
APPROPRIATE DETAILS AND SPECIFICATION SECTION 07110.
4. ALL FOUNDATION CONCRETE SHALL BE F'c 4000 PSI AT 28 DAYS.
RE: SPECIFICATIONS, SECTION 03300.
5. ALL REINFORCING STEEL SHALL BE Fy = 60,000 PSI.
6. RE: ACI 318 -83 PARAGRAPH 7.7.1 FOR PROTECTIVE COVERING ON REINFORCING UNLESS
OTHERWISE NOTED ON THE DRAWINGS,
7. MINIMUM LAP LENGTH OF REINFORCING STEEL AT SPLICES SHALL BE 32 BAR DIAMETERS
OR 1' -0" MINIMUM UNLESS OTHERWISE NOTED.
8. PROVIDE DOWELS FOR ALL HORIZONAL REINFORCING AT CORNERS IN WALLS TO MAINTAIN
CONTINUOUS REINFORCING.
9. RE: 2 -FI AND 3-Fl FOR TYPICAL SLABS -ON -GRADE DETAILS.
10. COORDINATE WITH DIVISION 15 OF THE SPECIFICATIONS FOR INSTALLATION OF ALL
REQUIRED SLEEVES, INSERTS, ETC.
II. OPEN COLUMN LINE BUBBLE INDICATES DETAIL APPLIES TO SEVERAL
LOCATIONS.
1 —F1 GENERAL NOTES - FOUNDATIONS
SCALE: NONE
COLUMN ON ISOLATED FOOTING COLUMN ALONG FOUNDATION WALL
2' -0" (TY 1 rL COLUMN
I/4" EXP
45° [TYP) CMU WALL JT MAT
(L COLUMN
STL
COLUMN - -
IL
}
7 �- STL
o I COLUMN
CONTROL JT I/4" EXP. iv 45° (TYP)
RE: SPEC JT MAT
SECTION 03300 CONTROL JT CONSTRUCTION
2 CONSTRUCTION RE: SPEC JT (TYP)
JT ITYP) SECTION 03300
COLUMN AT OUTSIDE CORNER COLUMN AT INSIDE CORNER
2' -0" (TY ) CONTROL JT RE: SPEC
CL COL ( SECTION 03300
o I CONSTRUCTION
1/4" EXP 45" N JT [TYP)
JT MAT CONSTRUCTION
JT (TYP)
45° (TYP)
STL
STL COLUMN 1/4" EXP JT
COLUMN MATERIAL
CMU WALL CMU WALL
2' -0" (TYP)
3
4
5
531486
NOTES:
I. RE: SECTION 03300 OF THE SPECIFICATIONS FOR CONTROL JOINT AND
CONSTRUCTION JOINT REQUIREMENT.
2. THICKEN SLAB WITHIN ISOLATION AT COLUMNS TO FULLY ENCASE COLUMN
BASE PLATES AND ANCHOR BOLTS IN CONCRETE.
3 —F1 TYPICAL SLAB ISOLATION DETAILS
SCALE: NONE
I" BASE I rL COLUMN AND
PLATE I PIER
_
! N
rtj I M
STEEL 3/4 "0 ANCHOR
COLUMN I I I BOLTS
3" (4 TOTAL)
STEEL COLUMN rL COLUMN AND
RE: FDN PLAN PIER
I EL FIN FLOOR
- - RE: ARCH -PLANS
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RE: 6 -FI
FOR TYP
#3 TIES AT I COL BASE
12" C TO C
PLAN EL TOP FTG
RE: FDN -PLAN
DOWELS
TOTAL)
5 —F1 TYP ISOLATED PIER FTG SIZE AND REINF
RE: FDN PLANS
SCALE: NONE
CENTERLINE COLUMN AND
CENTERLINE BASEPLATE
(
1 1/2" (TYP) i I I STEEL COLUMN
w ril I /2r' (TYP) RE: FDN PLAN
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6 -F1 TYPICAL COLUMN BASE
SCALE: NONE
COPYRIGHT 1990 BY FANNING /HOWEY ASSOCIATES, INC.
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of
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TYPICAL CONSTRUCTION JOINT
METAL 6x6- W1.4xW1.4
CONSTRUCTION (6x6 10 /10 WWF)
JOINT DISCONTINUE AT JT
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N
COMPACTED VAPOR BARRIER
BASE
TYPICAL CONTROL JOINT
CONTROL JOINT
RE: SPECIFICATIONS
WWF SECTION 03300
. ._._._._. v
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COMPACTED VAPOR
BASE BARRIER
TYPICAL THICKENED SLAB TYP. DEPRESSED SLAB EDGE AT WALL
2- #5 (CONT) 2 - #5 (CONY)
SPACE AT WALL
THICKNESS WWF SPACE AT WALL WWF z
THICKNESS w Q
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VAPOR v
BARRIER
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BASE 2 x WALL BASE 2 x WALL BARRIER
4" THICKNESS 4" THICKNESS
TYPICAL DEPRESSED SLAB EDGE
4" N
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NOTES:
I. ALL CONCRETE FOR SLAB ON GRADE SHALL BE F'c = 3000 PSI AT 28 DAYS.
2. FIBEROUS REINFORCEMENT MAY BE SUBSTITUTED FOR WELDED WIRE FABRIC IN SLABS
ON GRADE UNLESS OTHERWISE NOTED. RE: SECTION 03200 OF THE SPECIFICATIONS.
2 —F1 TYPICAL SLAB ON GRADE DETAILS
SCALE: NONE
#4 DOWELS AT
1' -10" (SECT A)
RE: FOUNDATION PLAN FOR LIMITS
END OF CONC
1' -8" (SECT BI
l<s -4
I
OR FIRST
2' -0" C TO C
(TYP)
4" 3'
#3 AT 1' -0" C TO C w/ HOOKED
SLAB JOINT
1-L LEI,
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11
ENDS EA WAY 4" EXTERIOR
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-
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EXTERIOR SLAB w/
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EXTERIOR FACE I CvTOv C AROUND STOOP
OF CMU
FDN WALL BEYOND 1
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EL 96' -8"
NOTE: CMU FDN WALL. (GROUT M
JOINT BETWEEN INTERIOR ALL CORES BELOW FIN FLR)
AND EXTERIOR SLAB TO RE: 7-Fl AND 2 -F2 FOR
BE PLACED AT OUTSIDE REINF IN WALL AND FTG.
EDGE OF THRESHOLD. 245 ICONTI
RE: ARCH PLANS
8"
4 —F1 SLAB AT DOOR OPENING T P 3 S ES
SCALE: 3/4" = 1' -0"
1 i
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II
li
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GRADE 1 1 I t 1 I
RE: NOTE -7 �_� I I 1 I
HORIZONTAL JOINT
REINFORCING AT
8" C TO C VERT
BELOW GRADE -"
8" CMU
IFILY GROUTED)-
TOP FTG
EL 97' -4"
O U
M
NOTE:
USE CONCRETE BRICK
ABOVE FOUNDATION
WALLS TO MAINTAIN
STONE AT GRADE.
MASONRY PANEL
REINFORCING
RE: DWG SI
1 -
I �
O lL
1 Q
TOP FDN WALL AND o
I TOP FIN FLOOR z
EL 100' -0" UON
#4 AT 48" C TO C
10" CMU
(FULLY GROUTED)
m
- #4 DOWELS
AT 48" C TO C � Q
a- J
TOOLED JT
RE: 3 -F2 z z
6" L 1' -6„ L 6"
2' -6"
7 —F1 FOUNDATION WALL
SCALE: 3/4" = 1' -0"
3 -#5 (CONT)
#4 AT 24" C TO C
FAMILY LIFE CENTER
WOODLAND SPRINGS CHRISTIAN CHURCH
EAST 116TH STREET & LAKESHORE DRIVE
CARMEL, INDIANA
a
a
C
a
a
a
GROUND FLOOR PLAN
PARTIAL FLOOR PLAN (ALTERNATIVE)
E
- - -
COLUMN
COLUMN SIZE
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BASE PLATE TO BE PLACED
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RE: 5-Fl
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COLUMN SIZE
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BASE PLATE TO BE PLACED
USE 2
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717 17
RE: 5-Fl
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L- - - - - --i
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COLUMN SCHEDULE
COLUMN
COLUMN SIZE
FOOTING
PIER
REMARKS
MARK
A
3" STD PIPE
BASE PLATE TO BE PLACED
USE 2
ON FDN WALL RE: 5 -F2
ANCHOR BOLTS
B
3" STD PIPE
3'- 0 "x3'- 0 "xI' -0"
RE: 5-Fl
w/ 445 EA WAY
SCALE: 1/8" = 1' -0"
FOUNDATION AND SLAB PLAN
DRAWN BY: T.J.H. COMM. NO.: 8971.00
C
z
CHECKED BY: G.E.K. DATE: APRIL 2, 1990 z z
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REVISIONS NO. DATE N w
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1
2
3
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