HomeMy WebLinkAboutSP-205-PODIUM-PLAN---AREA-D-Rev.11 2 3 4 5 6 7
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/MATCHLINE 1 SP-106/MATCHLINE 1 SP-206MATCHLINE
/MATCHLINE 1 SP-202 /MATCHLINE 1 SP-203
MATCHLINE
/MATCHLINE 1 SP-2027'-0"G.9
4.5
K.6
3.4
L.4
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2.9
2.5
15' - 0"30' - 0"28' - 3"28' - 3"28' - 3"28' - 3"28' - 3"
12#7B
26#624 #7
24#710 #7B
26#626 #6
10#7B12 #7B
26#624#52 #7B
24#512 #6
12 #514#612 #5
24 #512#614#65#7B5 #7B
5
SP-603
CS MS CS MS CS MS CS MS CS MS CS MS CSB104B104
GB101GB103GB103
G
B102
GB102
GB103B104GB10212 #7B
26#612 #7B
26#65 #7B
5#7B12 #7B
26#612 #7B
26#65 #7B
5#7B12 #7B
26#612 #7B
26#65 #7B
5#7B12 #7B
26#612 #7B
26#65 #7B
5#7B12 #7B
26#612 #7B
26#65 #7B
5#7B14 #8
26#612 #7B
26#610 #7B
5#7B5#7B5#7B5#7B5#7B5#7B5#7B5 #7B5 #7B5 #7B5 #7B5 #7B10 #7B
27#712#7B27#712#7B27#712#7B27#712#7B27#712#7B27#712#7B27 #7 27#727 #7
27 #727#727 #7
27 #727#727 #7
27 #727#727 #7
27 #727#727 #7
27 #727#727 #7
28 #628 #628 #628 #628 #628 #6
28 #6 12#7B28 #6 12#7B28 #6 12#7B28 #6 12#7B28 #6 12#7B28 #6 12#7B16 #7
26 #6
28 #6
24 #5
28 #6
28 #6
28 #6
28 #6
28 #6
18 #5
5 #7B
5#7B24 #7
24#710 #7B
8 #7B
12#75 #7B
5#7B24 #7
24#710 #7B
26#626 #6
10#7B5 #7B
5#7B24 #7
24#710 #7B
26#626 #6
10#7B5 #7B
5#7B24 #7
24#710 #7B
26#626 #6
10#7B5 #7B
5#7B24 #7
24#710 #7B
26#624 #6
10#7B5 #7B
5#7B24 #7
24#710 #7B
26#612#7B5 #7B
5#7B24 #7
24#710 #7B
26#624 #6
10#7B5 #7B
5#7B24 #7
24#710 #7B
26#624 #6
10#7B5 #7B
5#7B24 #7
24#710 #7B
26#624 #6
10#7B5 #7B
5#7B24 #7
24#710 #7B
26#624 #6
10#7B5 #7B
5#7B24 #7
24#726 #6
10#7B24 #7
24#710 #7B
24#610 #7B
24#624 #7
24#626 #6
10#7B12 #7B
26#624 #7
24#726 #6
10#7B24 #7
24#7B104
B104B
104B104
21 #7
24#612 #712#612#512#6(7)
7' - 0"7' - 6"
7' - 6"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"5' - 3"7'-0"7'-0"3'-0"27'-0"3'-0"27'-0"14'-0"18'-23/4"11'-91/4"1' - 0"13'-6"16'-6"30'-0"30'-0"3
SP-402
8
SP-603
5
SP-603 (SIM.)
4
SP-603 (SIM.)
(6)14#624 #7
(6)24#624#5(6)28#628#624 #6
(6)(6)8 #6
(6)(7)(6)(6)(7)12 #5
1' - 0"
(SIM.)
20114'-0"30'-0"30'-0"30'-0"30'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"C.S.M.S.C.S.M.S.C.S.M.S.C.SM.S.C.S.202
(TYP.)30'-0"M.S.C.S.EXTERIOR GRADE BEAMS WITHIN
CLOUDED AREA ARE NOT PART OF
THIS CONTRACT. SHOWN FOR
REFERENCE ONLY.
EXTERIOR GRADE BEAMS WITHIN
CLOUDED AREA ARE NOT PART OF
THIS CONTRACT. SHOWN FOR
REFERENCE ONLY.C.S.M.S.C.S.M.S.C.S.M.S.C.S.M.S.7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"8
SP-603
1
SP-402
1
SP-402
(SIM.)4'-0"2'-0"2'-0"15' - 0"30' - 0"13' - 8 1/2"14' - 6 1/2"14' - 1 1/2"14' - 1 1/2"28' - 3"28' - 3"28' - 3"
CS INDICATES TWO-WAY SLAB
COLUMN STRIP. REFER TO TYPICAL
SLAB DIAGRAMS ON SP-601.
MS INDICATES TWO-WAY SLAB MIDDLE
STRIP. REFER TO TYPICAL SLAB
DIAGRAMS ON SP-601.
SLAB POUR STRIP. REFER TO
TYPICAL POUR STRIP DETAIL AND
NOTES ON SP-502.
DIRECTION OF SLAB REINFORCING.
BARS NOTED WITH A "B" ARE
BOTTOM BARS PLACED IN ADDITION
TO TYPICAL BOTTOM MAT
REINFORCING. OTHER BARS TO BE
PLACED IN THE TOP MAT U.N.O.
LEGEND:
NOTE:
SEE SHEET SP-201 FOR
AREA WELL INFORMATION
4454 Idea Center Blvd
Dayton, OH
45430-1500
937.461.5660
Fax: 937.461.0743
Proj. No.:
Date:
Revisions:
Sheet Name:
REV DESCRIPTION DATE
02/22/18
BIM360://74904-Proscenium-R18/74904Podium-STRR18.rvt3/15/201810:41:35AMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603202/22/2018 - GARAGE PERMIT
074904
PODIUM PLAN -
AREA D
SP-205SCALE : 1/8" = 1'-0"1 PODIUM PLAN - AREA D
SLAB REINFORCING NOTES:
(1)ADD 9 #7 TOP BARS EQUALLY SPACED WITHIN
7'-0" WIDTH CENTERED ON COLUMN.
(2)PLACE ADDITIONAL BOTTOM COLUMN STRIP
BARS IN BOTTOM OF DROP, EQUALLY SPACED.
(3)ADD 6 #7 LONG TOP BARS EQUALLY SPACED
WITHIN A 4'-0" WIDTH CENTERED ON COLUMN.
(4) TOTAL NUMBER OF BARS IN COLUMN STRIP.
HOOK BARS WHERE REQURIED 2" CLEAR OF SLAB
EDGE.
(5) EXTEND EVERY OTHER TOP BAR AND PROVIDE
CLASS 'B' LAP AT MIDSPAN.
(6) EXTEND ALL BARS AS REQUIRED AND PROVIDE
CLASS 'B' LAP AT MIDSPAN.
(7) ADD 5 #7 TOP LONG BARS WITHIN A 7'-6" WIDTH
CENTERED ON COLUMNS.
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]TOP OF SLAB REFERENCE ELEVATION = 846'-8",
UNLESS OTHERWISE NOTED. SLOPE FOR
DRAINAGE WHERE REQUIRED.
[2]TYPICAL SLAB: 12" THICK TWO-WAY FLAT SLAB
PLUS 12" THICK 10'-0"x10'-0" DROP PANELS AT TOP
OF EACH COLMN UNLESS NOTED OTHERWISE.
[3] PROVIDE CONTINUOUS BOTTOM REINFORCING
MAT OF #7 AT 16" O.C. IN EACH DIRECTION.
[4] SLAB AND BEAM REINFORCING WITHIN
LOADING ZONE "A-A" SHALL BE EPOXY COATED.
SEE SHEET SP-209 FOR LIMITS.
KEY PLAN
A
E F
B C
NORTH
D
KEYNOTES
201 TYPICAL PERIMETER BEAM.SEE
BEAM SCHEDULE FOR BEAM WIDTH,
DEPTH AND REINFORCING
REQUIREMENTS. REFERENCE S-601
FOR BAR LENGTHS AND PLACEMENT.
202 DROP BOTTOM OF SLAB AND DROP
PANELS 12" FOR A 24" TOTAL
THICKNESS. PROVIDE 10'-0" X 10'-0"
WIDE DROP PANELS AT EACH
COLUMN UNLESS NOTED
OTHERWISE.
NORTH
0 Issued For Garage Permit 02/22/18