HomeMy WebLinkAboutSP-106-FOUNDATION-PLAN---AREA-E-Rev.29 10 11 12 16
L
K
J
H
1413.9 14.18
M
TYPICAL SLAB ON GRADE (S.O.G.):
5" THICK REINFORCED WITH
MACRO-SYNTHETIC FIBERS AT A DOSAGE
REATE OF 3.5 LBS/CUYD ON 6" MINIMUM
COMPACTED GRAVEL SUB-BASE
1
SP-402
TYPICAL
CONTROL
JOINT
PATTERN
C2C2C2C3C3C3C3
C3
C3 C3
C3 C3
C3 C3
C3 C2
C2
C2
C2
C2
C2
C2C2C2C3C3C3C3
C3 C3 C3 C3 C2 C2 C2
C2
C2
C2
C2
C2
E.J.
/MATCHLINE 1 SP-104/MATCHLINE 1 SP-103/MATCHLINE 1 SP-102
/MATCHLINE1SP-107PIT DEPTH
(-5'-0")F11.5F11.5F10.5F9.5F9.5F9.5F9.5F9.5F11.5F11.5F11.5F9.5F9.5F12.5F12.5F11.5F10.5F9.5F11.5F11.5F9.5F9.5F7.5F9.5F9.5F11.5F9.5F11.5F9.5F9.5F7.5F9.5F10.5F9.5T/FTG.=(-5'-0")12" THICK SLAB
T/SLAB (-5'-0")T/FTG.=(-5'-0")103
K.6
N
C3 F11.5C3
F11.5C3 F11.5C3 F11.5C4 F7.5C4 F7.5C3 F9.5F7.5F7.5F5F5F7.5F5C4 C4 C4 C4 C4 C4C4
13
C3 F9.5C3
C4 F7.5F5C3
C3 F10.52'-0"F9.5103
103
1' - 1 1/2"1' - 1 1/2"
15
/MATCHLINE 1 SP-103
T/FTG.=(-5'-0")T/FTG.=(-5'-0")T/FTG.=(-5'-0")F12T/FTG.=(-5'-0")12" THICK SLAB
T/SLAB (-5'-0")
5
SP-402
5
SP-402
4
SP-402
4
SP-402 10"30'-0"0"3' - 4"14' - 0"10' - 11"6'-0"30'-4"2'-0"7' - 4"2' - 0"10'-03/4"8"8'-0"8"9'-2"1'-51/4"1' - 0"10' - 6"
1' - 0"7' - 0"2'-11/2"20'-2"8' - 0"7' - 5 3/4"
TYP.
1' - 0"
TYP.
1' - 0"TYP.1'-0"28' - 3"28' - 3"
PIT DEPTH
(-5'-0")
PIT DEPTH
(-5'-0")
21' - 3"28' - 3"28' - 3"19' - 6"29' - 4 1/2"29' - 4 1/2"28' - 3"28' - 3"
1' - 1 1/2"1' - 1 1/2"14'-0"30'-0"30'-0"30'-0"30'-0"W3
(TYP.)W3
(TYP.)
W3
(TYP.)
3
SP-402
1
SP-402
C5 T/FTG.=(-5'-0")2' - 0"
STEP FOOTING
W3
W3
W3
C3
2
C1, C2, C3 INDICATES COLUMN TYPE. REFER
TO SHEET SP-701 FOR DETAILS AND
REFERENCES.
LEGEND:
FUTURE LOCATION FOR
STAIR/ELEVATOR
XXFT G.MARKCOLUMN MARK
DRAWING NOTES:
[1]REFER TO SP-001 FOR GENERAL NOTES.
[2]REFER TO SP-300 SERIES DRAWINGS FOR FOUNDATION AND
WALL DETAILS
[3]REFER TO SP-700 SERIES FOR FRAMING SECTIONS AND
DETAILS.
[4]REFER TO SP-500 SERIES DRAWINGS FOR TYPICAL DETAILS
[5] REFER TO SP-601 FOR BEAM AND SLAB DIAGRAMS.
[6]REFER TO SP-701 FOR TYPICAL COLUMN DETAILS AND BAR
ARRANGEMENTS.
PLAN NOTES:
[1] REFERENCE TOP OF S.O.G. ELEVATION = 833'-8" UNLESS
NOTED OTHERWISE. SLOPE FOR DRAINAGE WHERE REQUIRED.
SEE SHEET SP-108 FOR GENERAL SLAB ON GRADE SLOPE
REQUIREMENTS. REFER DETAIL 15/SP-401 FOR TYPICAL SLAB
ON GRADE WASH AT ALL COLUMNS, WALLS, ELEVATORS AND
STAIR WELL WALLS.
[2] TOP OF ALL FOOTINGS SHALL BE (-2'-0") BELOW THE S.O.G.
ELEVATION OF 833'-8", UNLESS NOTED AS (-5'-0") WHICH WOULD
INDICATED THAT THE TOP OF FOOTING IS 5'-0" BELOW
ELEVATION 833'-8" MAKING THE ACTUAL TOP OF FOOTING
ELEVATION 828'-8".
[3] PLACE CONTROL JOINTS IN SLABS ON GRADE AT 15'-0" O.C.
MAX. IN EACH DIRECTION UNLESS NOTED OTHERWISE.
[4] BACKFILL OVEREXCAVATION WITH COMPACTED GRANULAR
MATERIAL, 100 PSI CONTROLLED DENSITY FILL OR 1500 PSI
CONCRETE.
[5] ESTIMATED DEPTH TO BEARING STRATUM IS PROVIDED
FOR BIDDING PURPOSES ONLY. VERIFY ON SITE WITH
GEOTECHNICAL ENGINEER.
[6] FOOTING THICKNESS FOR ELEVATION TO MATCH ADJACENT
COLUMN FOOTING.
4454 Idea Center Blvd
Dayton, OH
45430-1500
937.461.5660
Fax: 937.461.0743
Proj. No.:
Date:
Revisions:
Sheet Name:
REV DESCRIPTION DATE
1/30/18
BIM360://74904-Proscenium-R18/74904Podium-STRR18.rvt7/11/201811:16:21AMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana46032074904
FOUNDATION PLAN
- AREA E
SP-106
SCALE : 1/8" = 1'-0"1 FOUNDATION PLAN - AREA E NORTH
KEY PLAN
A
E F
B C
NORTH
D
KEYNOTES
103 12" THICK CONCRETE SHEAR WALL
WITH #5@12" O.C. EACH WAY EACH
FACE
W3
FOOTING SCHEDULE
FOOTING MARK WIDTH LENGTH DEPTH REINFORCING
F5 5' - 0"5' - 0"1'-8"(6) #5 EACH WAY BOTTOM
F7.5 7' - 6"26'-0"2' - 0"(9) #7 EACH WAY BOTTOM
F8.5 8' - 6"8' - 6"2' - 0"(9) #7 EACH WAY BOTTOM
F9.5 9' - 6"9' - 6"2' - 4"(8) #8 EACH WAY BOTTOM
F10.5 10' - 6"10' - 6"2' - 8"(9) #8 EACH WAY BOTTOM
F11.5 10' - 6"11' - 5"3' - 0"(13) #8 EACH WAY BOTTOM
F12 12' - 0"12' - 0"3'-0"(13) #8 EACH WAY BOTTOM
F12.5 12' - 6"12' - 6"3' - 0"(14) #8 EACH WAY BOTTOM
F18 18' - 0"21'-0"3' - 0"(22) #8 EACH WAY BOTTOM
F26 26' - 0"12' - 0"3'-0"(13) #8 EACH WAY BOTTOM
(28)#8 SHORT BOTTOM
W3 3' - 0"CONT.1' - 2"(4) #5 CONT. BOTTOM
2
0 Issued For Foundation Permit 01/30/18
1 Issued For Garage Permit 02/22/18
2 Peer Review Modifications 07/11/18