HomeMy WebLinkAboutP-100-OVERALL-FOUNDATION-PLUMBING-PLAN-Rev.84" SAN
2" SAN
12" ST
12" ST
12" ST
2
3
1
1
5
5
6
9
8
11
6
1415
13
12
11
11
16 1616
17
16
10" ST
10" ST
4" SAN
4" SAN
3" CW
4" SAN
4" SAN
4" SAN
4" SAN
F.F.E. = 862.40'
(17,489 SQ.FT.)
(14,980 SQ.FT.)
(32,469 SQ.FT.)
(32,469 SQ.FT.)(32,469 SQ.FT.)
1
1
2" SAN
1
13
(11,791 SQ.FT.)
(8,735 SQ.FT.)
(11,791 SQ.FT.)
(20,526 SQ.FT.)
(22,767 SQ.FT.)
(17,489 SQ.FT.)
13
10
19
3
12
4
4" ST
4" ST
(2241 SQ.FT.)
(741 SQ.FT.)
18
12" STORM I.E.= -4' -9" (857.65')
6" SAN I.E.= -4' -10"
(857.65')
10" STORM I.E.= -4' -2 1/2"
(858.19')
1" IRRIGATION BOP.= -5'-0"
(857.40')
3" CW BOP.= -5'-0"
(857.40')
2" SAN
7
2" SAN
7
8" ST
10" ST
8" ST
8" ST 10" ST
10" ST8" ST
10" ST
8" ST
4" SAN
4" SAN
4" SAN
4" SAN
4" SAN
4" SAN
4" SAN
4" SAN
4" SAN
2" SAN
11
11
11
4" SAN
2" SAN
4" SAN
5
55
5
5 5
11
8765421
H
A
B
C
D
E
F
G
3
I
11
11
12
12
4" SAN
4" SAN4" SAN4" SAN16 16 16 16 16 4" SAN2" SAN
16 16 16 16 16
6" SAN
6" SAN
6" SAN
18
(1500 SQ.FT.)4" ST4" ST
19
7
16
4" SAN
16
7
7
7
3" SAN
2" SAN8" ST
4" SAN
4" SAN
4" SAN2" SAN4" SAN 4" SAN4" SAN
4" SAN4" SAN4" SAN 2" SAN4" SAN 4" SAN11
1 3 4 5 6 7 8
A
B
C
D
E
F
G
H
J
7.7
D.8
D.3
3.2
C.7
C.6
A.3
A.4
2 2.4 4.1 6.6 7.4 7.6 7.8
C.8
2.6 2.8 3.3 4.8 5.2 5.8 6.2 6.8 7.2
2.1
1.9 5.6
4" SAN
4" SAN
4" SAN
GENERAL NOTES:
1. PROVIDE NEW DOMESTIC WATER, SANITARY WASTE, STORM
DRAINAGE AND NATURAL GAS SYSTEMS FOR THIS BUILDING. PROVIDE
ALL NECESSARY COMPONENTS FOR FULLY OPERATIONAL SYSTEM.
INSTALL SYSTEMS IN ACCORDANCE WITH STATE REQUIREMENTS AND
LOCAL AUTHORITY HAVING JURISDICTION. COORDINATE THE
LOCATION OF ALL UTILITY CONNECTION POINTS, FLOOR DRAINS AND
HUB DRAINS FOR EQUIPMENT WITH OTHER TRADES.
2. ALL FLOOR PENETRATIONS TO BE SEALED WATER TIGHT AND
COMPLETELY PACKED WITH FIRE STOP MATERIAL BY TRADE
CONTRACTORS.
3. ALL PENETRATIONS THROUGH FIRE RESISTANCE RATED
CONSTRUCTION SHALL BE PROVIDED A UL LISTED THROUGH
PENETRATION FIRESTOP ASSEMBLY. THE RATINGS OF ALL FIRESTOP
ASSEMBLIES SHALL BE GREATER THAN OR EQUAL TO THE RATING OF
THE PENETRATED BARRIER.
4. CORE DRILL PENETRATIONS IN CONCRETE FLOORS OR WALLS 1-2
INCHES LARGER THAN THE PIPE DRIAMETER OF THE PENETRATING
PIPE.
5. NO STURCTURAL MEMBERS SHALL BE CUT, DRILLED OR BURNED
WITHOUT THE KNOWLEDGE AND WRITTEN APPROVAL OF OWNER.
6. CONTRACTOR SHALL PROVIDE LABELS (WITH FLOW ARROWS) FOR ALL
PIPING.
7. MAINTAIN MAIXIMUM HEADROOM AT ALL LOCATIONS. ALL PIPING TO
BE AS TIGHT TO THE UNDERSIDE OF DECK AS POSSIBLE. ALL
EXPOSED PIPING SHALL BE APPROVED BY ARCHITECT AND SHALL
MAINTAIN REQUIRED CLEARANCES.
8. STORM AND SANITARY PIPING ARE TO BE INSTALLED SLOPED AT CODE
ALLOWABLE SLOPES.
9. ALL PVC PIPING IN OPEN AIR PLENUMS SHALL BE INSULATED AND
WRAPPED TO MEET 25/50 FLAME SMOKE RATING REQUIREMENT.RD
PE11400027
NENOISSAL
EFORP D
STATE OF
NI IA N A ERGIN E
SIGE T ERE
No.CAMERON T .YAMA
SHITASHEET TITLE
SHEET NUMBER
Kite Realty Group
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Owner
Republic Airways Holdings
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas/O'donnell & Naccarato
Structural Engineer
Mechanical / Plumbing Design/Builder
Civil Engineer
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
1717 E. 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
DEEM LLC
6831 E 32nd Street
Indianapolis, Indiana 46226
Kimley Horn
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
KEY PLAN
B
A
HOTEL
PROJECT NO.
SHEET ISSUE
SEAL | DATE
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO.
NO OTHER USE, DISSEMINATION OR
DUPLICATION MAY BE MADE WITHOUT PRIOR
WRITTEN CONSENT OF RATIO. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND OTHERWISE
ARE HEREBY SPECIFICALLY RESERVED.
TRAINING
CENTER
Electrical Design/Builder
Barth Electric Co., Inc.
1934 N. Illinois Street
Indianapolis, Indiana 46202
1/13/2022 3:08:42 PMP-100
OVERALL
FOUNDATION
PLUMBING PLAN
Republic Airways
Training Center
12195 N. Meridian St.
Carmel, Indiana
46032
3/32" = 1'-0"P-100
1 FOUNDATION PLUMBING PLAN
# PLAN NOTES
1 SEE CIVIL ENGINEER'S SITE UTILITY PLAN FOR CONTINUATION
2 4" SANITARY UP TO EXTERIOR CLEANOUT
3 8" STORM UP TO EXTERIOR CLEANOUT
4 4" SANITARY STACK UP.
5 2" SANITARY UP TO FLOOR DRAIN
6 4" SANITARY UP IN CHASE
7 2" SANITARY UP IN WALL.
8 3" SANITARY UP TO MOP SINK
9 2" VENT UP
10 10" STORM UP
11 4" SANITARY UP TO FLOOR CLEANOUT
12 8" STORM UP TO FLOOR CLEANOUT
13 8" STORM UP
14 3" DOMESTIC COLD WATER SERVICE UP THROUGH SLAB
15 1" IRRIGATION UP THROUGH SLAB
16 4" SANITARY UP TO FLOOR DRAIN.
17 4" VENT UP THROUGH SLAB.
18 4" STORM UP IN CHASE.
19 2" SANITARY STACK UP
1 SHELL AND CORE PERMIT SET 10/15/21
2 PERMIT SET 11/30/21
3 CD SET 12/17/21
4 BULLETIN SET 01/13/22
01/13/22
4
4
02/23/22