HomeMy WebLinkAbout003 PI201 Addendum 5REV.pdf99989796959493929190
75
2
4
2
3
2
2
2
1
2
0
1
9
1
8
1
7
7
2
7677787980818283848785
1
0
7
1
0
8
1
0
9
7486
89
1
6
1
5
14 13 12 11 10 9
100 101 102 103 104
1
0
5
1
0
6
88
73
REVISIONS
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
DATE
PROJECT
DRAWN BY
C
o
n
t
i
n
u
i
n
g
C
a
r
e
R
e
t
i
r
e
m
e
n
t
C
a
r
m
e
l
In
d
i
a
n
a
071101
T
h
e
B
a
r
r
i
n
g
t
o
n
o
f
C
a
r
m
e
l
INDEPENDENTINDEPENDENT
C F
G
H
J
K
A
B
D
E
L
:
\
X
Mw
o
r
k
s
p
a
c
e
\
S
t
a
n
d
a
r
d
s
\
p
l
t
c
f
g
\
a
g
p
d
f
.
p
l
t
c
f
g
L
:
\
X
Mw
o
r
k
s
p
a
c
e
\
S
t
a
n
d
a
r
d
s
\
t
a
b
l
e
s
\
P
e
n
\
a
g
.
t
b
l
P
L
O
T
P
A
R
A
ME
T
E
R
S
:
F
I
L
E
:
K
:
\
0
7
1
1
0
1
\
C
A
D
D
G
N
\
P
I
2
0
1
.
d
g
n
9
:
0
6
:
2
5
A
M
4
/
1
7
/
2
0
1
2
P
L
O
T
T
E
D
O
N
:
8
:
0
’
:
"
/
i
n
.
L
A
S
T
S
A
V
E
:
P
E
N
T
A
B
L
E
:
4
/
1
7
/
2
0
1
2
MO
D
E
L
:
U
n
t
i
t
l
e
d
S
h
e
e
t
j
a
w
B
Y
U
S
E
R
:
A
T
S
C
A
L
E
:
U
S
I
N
G
D
R
I
V
E
R
:
D
R
A
W
I
N
G
L
I
M
I
T
L
I
N
E
01 AUG 2011
FAX
TEL
1
0
9
2 3 4 5 61
14 13 12 11
7 8
10 9
GENERAL PLUMBING NOTES
STACK OF UNITS. PROVIDE VENTED REGULATOR AND SHUT-OFF AT EACH UNIT.
- GAS TO HVAC UNITS TO BE SUPPLED FROM ABOVE. EXTEND 3/4" (2 PSI) RISER UP TO EACH
TO FREEZING..
- WATER PIPING SHALL NOT BE LOCATED IN EXTERIOR WALLS, ATTIC OR ANY SPACE SUBJECT
IN DROPPED CEILING SPACES.
SPACE WITH APPROPRIATE FIRESTOPPING APPLIED. DUCTWORK TO HAVE SPACE PRIORITY
AS MUCH AS POSSIBLE. WHERE NECESSARY, PENETRATE UP OR DOWN INTO FLOOR TRUSS.
- WATER PIPING SHOWN WITHIN TYPICAL UNITS TO BE LOCATED IN DROPPED CEILING SPACE
- 3 HOUR RATING EXISTS BETWEEN RESIDENTIAL AND GARAGE.
- 1 HOUR RATING EXISTS BETWEEN RESIDENTIAL FLOORS AND ROOF OR COMMONS.
- 1 HOUR RATING EXISTS BETWEEN RESIDENTIAL FLOORS.
FOR WALL TYPES AND EXACT LOCATIONS OF RATED CONSTRUCTION.
TO MAINTAIN THE RATING OF THE CONSTRUCTION. REFER TO ARCHITECTURAL PLANS
PIPING (GROUTED TIGHT) OR SEALED WITH A U.L. APPROVED FIRE BARRIER SYSTEM
- ANY PENETRATION OF THE FIRE RATED CONSTRUCTION MUST BE MADE WITH METAL
CEILING SPACES.
JOIST SPACE WHERE POSSIBLE. DUCTWORK TO HAVE SPACE PRIORITY IN DROPPED
- LOCATE ABOVE GRADE DRAIN, VENT AND WATER DISTRIBUTION PIPING WITHIN CEILING
LAYOUTS WITHIN APARTMENT UNITS.
- REFER TO 1/4" TYPICAL UNIT PLUMBING PLANS FOR FIXTURE DESIGNATIONS AND PIPING
W5
W6
W7
W7
W6
W5
W1
W6
W9 W1W1
W2
W3
W1
W4
W6
W2
W1
W3
W8
W3
W3
W4 W2
W6
W2
W3
W6
W4
W1
W6
W2
W9
W1
W2
W3
SP-2
SP-2
HB-2
HB-2
OI-1
OI-1
1/8" PARTIAL PARKING LEVEL PLUMBING PLAN PI201
TJL/JAW
PI402
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
PI400
2"
W2
PI401
PI400
3"
2"
4"4"
4" SAN.
2"
W11
PI400
4"
4" SAN.
3"
2"
3"
PI400
3"
4"
PI400
2"
3"
4" S.S. DN.
4" SAN.
C.O.
3"
PI400
PI400
3"
PI400
2"
4" SAN.
W11
PI400
PI400 PI401
4"
3"
PI400
2"
PI400
4"4"
4" SAN.
3/4" CW
1" CW
2"
W11
PI400
4"
4"
3"
3"
PI4002"
3"
2"
4"4"
3"
4" S.S. DN.
PI400
3"
3"3"
4"
3"
3"
4" SAN.
2"
W8
PI400
3"
2" W. UP
2"
3"
3"
4" S.S. DN.
6" SAN.
2"
4" S.S. DN.
4" SAN.
2"
2"3"
4"
W11
PI400
4"
4"4"
2"
3/4" CW DN.
4" S.S. DN.4"
4" SAN.
2"
PI400
3"
PI401
3"
PI400
3"3"
2"
4" S.S. DN.
4" SAN.
4" SAN.
3"
W11
2"
2"
3"
4"
2"
4"
2"3"
2"
2"
2"
3"
4"
2"
2"
4"
2"2"
4" SAN.
2"2"
3"
2"
4"
4" S.S. DN.
2"3"3"
4"
2"
2"
3"
2"
3"
4"4"4"
4" SAN.
4" SAN.
3"
4"
2"2"
2"
4"
4" SAN.
3"2"
4" SAN.
4" SAN.
C.O.
6" SAN.
2"
2"
3"
2"
2"
2"
3"
REFER TO PI200
MATCH LINE
(250 MBH)
@ 2 PSI
1" GAS DN.
(250 MBH)
@ 2 PSI
1" GAS
2" UP
2"
1 1/2" V. UP
2"
1 1/2" V. UP
2" UP
W2 2"
W2
2"
2"
2"
2"
3"
3/4" CW
2"
2" UP
2"
W1
SP-2
PI400
PI400
4" SAN.
1 1/2" V. UP
W1
PI400
PI400
PI400
PI400
W1
W7
PI400
W6
PI400
W5
PI400
2"
2"
2"
2"
2"
2"
2"
2"
2"
3"
4"3"
2"
3"
4"4"
4"
2"
STAIR ’B’
PARKING
P1
P2
STORAGE
PARKING
P1
WELL
AREA
P3
4"
2"2"
4"
2"
PI401
PI401
W5
PI401
PARKING
P1
W12
W11
3"
W22"
PI400
W6
2"
2"
3"
W2
PI400
W62"
2"
4"
2"
3"
4"
2"
W2
PI400
W6
2"
2"
2"
1" CW
4" STM.
4" STM.
4" STM.
2"
2" UP
2" W. UP
W2
PI400
W6
W12
3"
W3
PI400
2"
C.O.
3"
2"
W2
W12
(1,629 S.F.)
D.S.
(1,629 S.F.)
4" STM.
(2,561 S.F.)
D.S.
(2,561 S.F.)
6" STM.
(2,561 S.F.)
6" STM.
(5,384 S.F.)
6" STM.
(290 S.F.)
D.S.
(290 S.F.)
3" STM.
(874 S.F.)
D.S.
(874 S.F.)
3" STM.
(1,164 S.F.)
4" STM.
C.O.
I.E.=81’-10"
C.O.ELEC.
OI-1
2" SAN.
4" S.S. DN.
2" SAN.
(UNDERGROUND)
2" V.
(UNDERGROUND)
2" V.
I.E.=88’-5"
C.O.
4" S.S. DN.
I.E.=88’-5"
C.O.
2" V. UP
C.O.
6" STORM (65 GPM)
6" STORM
4"
4"
DRAWING C802
ON CIVIL ENGINEERING
TRENCH DRAIN PER DETAIL
@ 1/4"/FT.
8" SAN.
@ 1/4"/FT.
8" SAN.
@ 1/4"/FT.
8" SAN.
@ 1/4"/FT.
8" SAN.
@ 1/4"/FT.
8" SAN.
@ 1/8"/FT.
8" SAN.
@ 1/8"/FT.
8" SAN.
I.E.=84’-8"
C.O.
2"
4" SAN.
4"3"
3"
2"2"
4"
2" W.S. UP
2" W. UP
W8
PI400
PI400
W6
W3
PI400
3"
2"3"
2"
PI400
W2
W1
PI400
3"
3"3"
4"
4"
W3
PI400
2"
C.O.
4" SAN.
4" SAN.
4" S.S. DN.
2"2"2"
2"
3"
4"
1 1/2" V. UP
2" UP
3"
OI-1
(UNDERGROUND)
2" V.
2" SAN.
EXTEND ALL DRAIN TILE PIPING TO SUMP BASIN SHOWN.
PLANS FOR FOOTING DRAINTILE DETAIL.
DRAIN TILE SYSTEM. REFER TO ARCHITECTURAL
@ 50’ O.C. TO INTERCONNECT WITH FOOTING
PROVIDE DRAIN TILE BELOW FLOOR SLAB
IN ADDITION TO PERIMETER FOOTING DRAINTILE,
SUBSOIL DRAINAGE - TYPICAL
1
1
1
1
1
1
1
1
1
1
SP-2
4" STM.
1
17 FEB 2012
ADDENDUM #5
2
16 APRIL 2012
ADDENDUM #5 REV.
2
2
3/4" CW DN.
4" S.S. DN.
2" V. UP
2" V.
4" S.S. DN.
2
2" V. UP
2" V. UP
2" V.
2
4" S.S. DN.
4" S.S. DN.
2" V. UP
(UNDERGROUND)
2" V.
2" SAN.
2
4" S.S. DN.
2" V. UP
2 4" S.S. DN.
DRAIN TILE
ELEV. FOOTING