HomeMy WebLinkAboutS-100-FOUNDATION-AND-SLAB-ON-GRADE-PLAN56' - 8" 54' - 6" 56' - 10"
22' - 0" 37' - 4" 58' - 0" 28' - 8" 22' - 0"75' - 7"CJ
4" CONCRETE SLAB
REINFORCED W/ 6X6-
W2.1XW2.1 WWR ON 6
MIL VAPOR RETARDER
OVER 4" GRANULAR
BASE ON GRADE TYP FIN
FLOOR ELEV = 0'-0" TYP
13
S-200
7
S-200
11
S-200
5
S-300
168' - 0"10' - 0"8' - 0"8' - 0"75' - 7"8' - 0"42' - 7" 33' - 0"20' - 0" 18' - 0" 20' - 0"
CJ
30' - 9 5/8"
13
S-200
6
S-300
11
S-200 1
11
S-200
1
S-200
TYP
1
S-200
TYP
3
S-200
TYP
3
S-200
TYP
4
S-200
TYP
4
S-200 TYP
11' - 10 1/4"
12'-0" MAX.
14 EQ. SPACES +/-11' - 10 1/4" 10' - 0"11' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 7"CJ
CJ
CJ
CJ
CJ
TYP
8
S-200
TYP
8
S-200
TYP
7
S-200 TYP
TYP
TYP
TYP
13
S-200
TYP
TYP
TYP
TYP
TYP
11
S-200
TYP
13
S-200
TYP
9
S-200 TYP
SEE ARCH. DWG. FOR
ENTRANCE SLAB
DIMENSIONS TYP
SEE ARCH. DWG. FOR
ENTRANCE SLAB
DIMENSIONS TYP
6' - 4 3/4" 8' - 6 1/2" 17' - 11 3/4" 5' - 9 7/8" 3' - 0 5/8" 26' - 0 3/4" 12' - 7" 8' - 2 1/2" 35' - 0 5/8"
8' - 5 7/8"
19' - 8 5/8"
2
3
4
24' - 9 7/8"6' - 6 3/4"4' - 10 3/4" 7
S-301
2' - 6"13
S-200
DASHED LINES INDICATED
DRAIN LOCATIONS
COORDINATE EXACT LOCATION
WITH DRAWING P.100 TYP TYP
TYP
9
S-301
10
S-301
2
2
2
2
4
2
2 1' - 0"16' - 10 1/2"TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
1' - 8" 1' - 8" 11' - 4" 1' - 8" 1' - 8"
10"1' - 8"
1' - 0"1' - 0" CJCJCJCJCJCJCJCJCJCJCJCJCJ10" 6' - 10"
SEE ARCH. DWG. FOR
ENTRANCE SLAB
DIMENSIONS TYP
TYP2
TYP
2
2 TYP
2
TYP
CJ
OPP
10" 10"1' - 8"1. CJ DENOTES CONTROL OR CONSTRUCTION JOINT,
REFER TO DETAIL 4 ON SHEET S-200
2. FOUNDATION WALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK
3. SW# DENOTES SHEAR WALL; REFER TO SCHEDULE ON SHEET S-200
4. LOAD BEARING 2X6 STUD WALLS SHALL BE FRAMED @ 16" OC (TYP) UON
5. LOAD BEARING 2X4 WALLS SHALL BE FRAMED @ 16" OC (TYP) UON
6. BOTTOM OF FOOTING = - 3' - 6" UON
FOUNDATION AND SLAB NOTES
Project North True North
is a member of the IBI Group of companies
DATE:
ISSUE
SHEET TITLE
PROJECT
SCALE:
APPROVED BY:PROJECT MGR:
PROJECT NO:
SHEET NUMBER
CLIENT
COPYRIGHT
ISSUES
This drawing has been prepared solely for the intended use, thus any reproduction
or distribution for any purpose other than authorized by IBI Group is forbidden.
Written dimensions shall have precedence over scaled dimensions. Contractors
shall verify and be responsible for all dimensions and conditions on the job, and IBI
Group shall be informed of any variations from the dimensions and conditions
shown on the drawing. Shop drawings shall be submitted to IBI Group for general
conformance before proceeding with fabrication.
IBI Group Engineering Services (USA) Inc.
CHECKED BY:DRAWN BY: SCALE CHECKSEAL
3221 W Big Beaver, Suite 111
Troy, MI, 48084
10mm1 in CARMEL, IN
CONSULTANTS
As indicated
0 C:\Users\jon.fairbanks\Documents\REVIT2018\122885_814KC CrmlIN_STRU_v18_jon.fairbanks.rvtFOUNDATION AND SLAB ON
GRADE PLAN
122885
M.STOCK
2020-08-04
S-100
KINDERCARE LEARNING
CENTER
R.AECK
M.MULLEN J.FAIRBANKS
S-100 Scale: 3/16" = 1'-0"
1 FOUNDATION & SLAB ON GRADE PLAN
FOUNDATION AND SLAB KEYNOTES
1 2 - #4 X 4'-0" LONG SLAB REINF. @ ALL RE-ENTRANT
CORNERS LOCATED 1" CLEAR FROM TOP OF SLAB
2 SIMPSON HDU4 HOLDOWN W/ (2) 2X BEARING
STUDS & 5/8" Ø ANCHOR W/ SIMPSON SET
ADHESIVE 8" EMBED @ ALL SW1
3 SIMPSON HDU8 HOLDOWN W/ (3) 2X BEARING
STUDS & 7/8" Ø ANCHOR W/ SIMPSON SET
ADHESIVE 10" EMBED @ ALL SW2
4
SIMPSON HDU8 HOLDOWN W/ (3) 2X BEARING
STUDS & 7/8" Ø ANCHOR W/ SIMPSON SET
ADHESIVE 10" EMBED @ ALL SW2
3
No. DESCRIPTION DATE
0 PERMIT 2020-08-04
SIMPSON HDU11 HOLDOWN W/ (2) 2X BEARING
STUDS & 1" Ø ANCHOR W/ SIMPSON SET
ADHESIVE 12" EMBED @ ALL SW3
2020-08-04
10/29/20