Fire Sprinkler Drawings-Tahoma Terra Storage Building J REV1WE
T
L
A
N
D
BU
F
F
E
R
SI
G
N
BE
R
R
Y
V
A
L
L
E
Y
R
D
S
E
TAHOMA BLVD SE
ME
T
A
L
PI
P
E
N52
°
5
2
'
1
4
.
0
0
"
W
143
.
0
1
L=188.98,R=200.00
Δ=54°08'15.00"
S1°16'01.00"W
33.44
33.77'
86.
7
7
'
L=225.83,R=239.00
Δ=54°08'15.00"
L=346.02,R=645.00
Δ=30°44'14.87"
L=370.58,R=600.00
Δ=35°23'17.00"
254.80'
S1°42'11.00"W
254.80
L=284.52,R=715.00
Δ=22°47'58.00"
L=266.61,R=670.00
Δ=22°47'58.00"
L
=
1
4
1.8
9,
R
=
6
7
0.0
0
Δ
=
12°0
8'0
3.27"
L=580.34,
R
=715.00
Δ
=
46°30'19.00"
S38
°
4
6
'
1
9
"
E
458
.
8
2
N10°26'4
6
.
9
7
"
E
93.40
S3°45'23.94"E
719.80
L
=
5
7
2
.
2
5
,
R
=
6
0
0
.
0
0
Δ
=
5
4
°
3
8
'
4
4
.
0
0
"
L
=
3
3
3
.
0
1,
R
=
6
4
5
.
0
0
Δ
=
2
9
°
3
4
'
5
4
.
4
1
"
L=152.13,R=161.00
Δ=54°08'15.00"
13.12'
86.
0
7
'
N8
8
°
1
5
'
1
5
.
0
0
"
W
42
6
.
8
3
S0°10'55.02"E
775.14
S8
9
°
4
9
'
0
1
.
3
5
"
W
35
.
0
0
S0°10'58.65"E
176.80
N43
°
5
2
'
2
1
.
9
4
"
W
39.3
2
S10°47'04.2
8
"
E
71.01
N
4
6
°
0
7
'
3
8
.
0
6
"
E
4
3
.
4
3
S
4
6
°
0
7
'
3
8
.
0
6
"
W
8
9
.
1
6
S43
°
5
2
'
2
1
.
9
4
"
E
82.5
0
58.3
1
'
S6
5
°
2
9
'
5
1
.
0
4
"
E
69
.
4
0
161
.
4
4
'
82.8
3
'
S
4
6
°
0
7
'
3
8
.
0
6
"
W
9
6
.
5
2
N11°06'0
2
.
1
0
"
E
86.77
N3°19'40.25"W
62.90
N0°01'21.35"E
80.57
N3°57'08.77"W
137.42
N10°56'43.7
4
"
W
134.27
N2°45'51.19"W
83.65
N1°46'50.79"W
105.08
N0°43'13.76"E
118.63
N42
°
1
0
'
5
3
.
6
8
"
W
120
.
7
1
26.6
8
'
S8
8
°
1
5
'
1
5
"
E
49
1
.
0
1
10
0
.
5
7
'
24
3
.
3
3
'
14
7
.
1
1
'
20.00'
S8
8
°
1
5
'
1
5
.
0
0
"
E
29
.
1
5
TRACT
"A"
LO
N
G
M
I
R
E
S
T
S
E
CB
#
1
6
9
8
,
T
Y
P
E
1
RI
M
E
L
=
3
3
5
.
3
9
12
"
H
D
P
E
(
W
)
I.
E
.
=
3
3
2
.
8
9
CB
#
1
5
7
1
,
T
Y
P
E
1
RI
M
E
L
=
3
3
6
.
3
1
12
"
H
D
P
E
(
S
W
)
I.
E
.
=
3
3
3
.
5
3
L
=
6
6
.
9
8
,
R
=
6
4
5
.
0
0
Δ
=
5
°
5
6
'
5
8
.
4
6
"
CB
#
1
5
7
5
,
T
Y
P
E
1
RI
M
E
L
=
3
3
7
.
2
2
12
"
H
D
P
E
(
N
W
)
I.
E
.
=
3
3
4
.
4
2
CB
#
1
5
7
6
,
T
Y
P
E
1
RI
M
E
L
=
3
3
8
.
6
0
12
"
H
D
P
E
(
S
)
I.
E
.
=
3
3
5
.
9
0
RE
C
L
A
I
M
E
D
W
A
T
E
R
VA
L
V
E
RE
C
L
A
I
M
E
D
W
A
T
E
R
HY
D
R
A
N
T
A
B C
D
E
F
H
G
A
B
C D
E
K
H
F G
J
M
L
CC C
C C
CC
C
C
C
C
C
C
C
CCCCEVEVEV
EV
EV EV
EV
EV
EV
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE
LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
WATER SYSTEM MAP
1�� �� 300��
CONNECT TO EXISTING
6" WATERMAIN STUB
CONNECT TO EXISTING
10" WATERMAIN
CONNECT TO EXISTING
WATERMAIN STUB
8" WATERMAIN
(TYP)
EXISTING 10"
WATERMAIN STUB
EXISTING 10"
WATERMAIN 8" WATERMAIN
(TYP)
CONNECT TO EXISTING
10" WATERMAIN STUB
EXISTING 10"
WATERMAIN STUB
EXISTING 6"
WATERMAIN STUB
LEGEND
NEW WATER MAIN
NEW BUILDING FIRE LINE
NEW WATER VALVE
NEW HYDRANT
NEW PIV
NEW FDC
NEW TEE
NEW WATER SERVICE LINE
NEW BEND W/ BLOCKING
NEW REDUCER
NEW WATER METER
NEW RPBA
VERTICAL DATUM MERIDIAN HORIZONTAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
0
SCALE: 1" = 50'
50 25 50 100
HA
T
T
O
N
GO
D
A
T
PA
N
T
I
E
R
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
WET SYSTEM
6" FLANGE TO 1'-0" AFF
F.D.C. LINE
6" FLANGE TO 1'-0" AFF
BLDG 'B'
BLDG 'A'
BLDG 'C'BLDG 'D'BLDG 'H'BLDG 'J'
BLDG 'L'BLDG 'K'
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
RISER ROOM
8" WATERMAIN
FIRE HYDRANT (TYP)
(TYP)
CONNECT TO EXISTING
10" WATERMAIN STUB
CONNECT TO EXISTING
6" WATERMAIN STUB
MULTI-FAMILY
BUILDING (TYP)
STORAGE
UNIT (TYP)
EXISTING FIRE
HYDRANT (TYP)
WATER METER
(TYP)
D.I. FIRE SPRINKLER LINE
(TYP)
PIV (TYP)
FDC (TYP)
FIRE HYDRANT
(TYP)
PIV (TYP)
FDC (TYP)
8" WATERMAIN
(TYP)
FIRE HYDRANT
(TYP)
CONNECT TO EXISTING
10" WATERMAIN STUB
EXISTING 10"
WATERMAIN
STUB
EXISTING 10"
WATERMAIN STUB
EXISTING 6"
WATERMAIN STUB
IRRIGATION METER
(TYP)
4" SCH 40 CONDUIT W/ TRACER WIRE
FOR IRRIGATION CROSSING (TYP)
8" WATERMAIN
(TYP)
Da
t
e
:
Co
r
p
o
r
a
t
i
o
n
Sp
r
i
n
k
l
e
r
A
F
i
r
e
Dr
a
w
n
:
Fa
x
2
5
3
.
8
5
3
.
5
8
9
0
Ph
o
n
e
2
5
3
.
8
5
3
.
7
7
8
0
27
0
9
J
A
H
N
A
V
E
,
N
W
,
S
U
I
T
E
H
2
Gi
g
H
a
r
b
o
r
,
W
A
.
9
8
3
3
5
-
1
7
3
5
Co
n
t
.
L
i
c
.
#
S
P
R
I
N
F
P
0
1
1
L
S
FI
R
E
S
P
R
I
N
K
L
E
R
D
R
A
W
I
N
G
SCALE: 1" = 40'-0"
WA. STATE LEVEL 3 STAMP
F L
File:Tahoma Terra Storage Site FP.dwg
TA
H
O
M
A
T
E
R
R
A
S
T
O
R
A
G
E
F
A
C
I
L
I
T
Y
TA
H
O
M
A
B
O
U
L
E
V
A
R
D
YE
L
M
,
W
A
9
8
5
9
7
05
/
1
0
/
2
0
2
4
PA
C
I
F
I
C
S
T
O
R
A
G
E
P
A
R
T
N
E
R
S
,
L
L
C
P.
O
.
B
O
X
7
3
7
9
0
PU
Y
A
L
L
U
P
,
W
A
9
8
3
7
3
PA
P
CI
T
Y
O
F
Y
E
L
M
B
L
D
G
/
F
I
R
E
O
F
F
I
C
I
A
L
(3
6
0
)
3
3
9
-
2
0
9
5
OVERALL SITE PLAN
Sheet Number:
Sheet Title:
Project No.24-012CM
SCALE: 1" = 50'-0"
PROJECT
NORTH
OVERALL SITE PLAN
0 100'50'25'
(2
5
3
)
2
2
3
-
7
4
3
2
CH
R
I
S
V
A
C
C
A
R
O
FP-1.0
BW
/
J
G
F
PROJECT INFORMATION:
COMMERCIAL SELF-STORAGE FACILITY WITH 12 BUILDINGS.
BUILDINGS A, B, C, D, H, J, K, L ARE FULLY SPRINKLERED
BUILDINGS E, F, G, M ARE NON-SPRINKLERED.
Hoffman Construction, Inc.
159 16th Street East, Suite 101
Pacific, WA 98047-5005
PHONE: 360-825-9797
Randy Hoffman
Certification #3966-0899-D
Certification Level: U
Contractor # HOFFMCI931D9
WA STATE LEVEL U
INSTALLATION COMPANY INFO:
FLOW TEST INFORMATION
06/10/2024
1
4
11+
0
0
12
+
0
0
PI 10+42.00
P
I
1
1
+
1
4
.
6
7
PI 12+42.53
PI 12+65
.
5
4
16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+92
C/L INT
12+00.00 (N) =
22+18.48 (W)
D
E
K
H
G
J
M
L
VERTICAL DATUM MERIDIAN HORIZONTAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
0
SCALE: 1" = 30'
30 15 30 60
SEE SHEET 29
SEE SHEET 29
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
198 LF 8" PVC
WATER
239 LF 8" PVC
WATER 22+18.48, 2.50' RT (W) =
12+02.17, 0.00' RT (N)
INSTALL
1 - 8" TEE (FL)
1 - 8" ADAPTER (FLxMJ)
2 - 8" GV (FLxMJ)
BLOCKING
TA
H
O
M
A
B
L
V
D
.
EA
S
T
WE
S
T
NORTH
NE
KEY MAP
N.T.S.
LO
N
G
M
I
R
E
HA
T
T
O
N
GO
D
A
T
PA
N
T
I
E
R
84 LF 8" PVC
WATER
INSTALL
1 - 8"x6" REDUCER (MJxFL)
1 - 6" GV (FLxRMJ)
1 - HYDT ASSEMBLY
BLOCKING
17+39.24, 99.00' LT
INSTALL
1 - 8"x6" REDUCER (MJxFL)
1 - 6" GV (FLxRMJ)
1 - HYDT ASSEMBLY
(STD DWG 4-7)
(17+39.24, 109.00' LT)
BLOCKING
15+41.22, 99.00' LT
INSTALL
1 - 8"x6" REDUCER (MJxFL)
1 - 6" GV (FLxRMJ)
1 - HYDT ASSEMBLY
(STD DWG 4-7)
(15+41.22, 109.00' LT)
BLOCKING
15+41.22, 59.58' LT (W)
INSTALL 1 - 4" 90 DEG ELL (MJ)
40 LF 4" D.I.
FIRELINE TO BLDG D
BLOCKING
DCDA LOCATED INSIDE
BUILDING SEE FIRE
PROTECTION PLANS
19 LF 8" PVC
WATER MAIN
117 LF 8" PVC
WATER
DCDA LOCATED INSIDE BUILDING
SEE MECHANICAL PLANS
30 LF 4" DI FDC LINE FROM BLDG K
RISER ROOM TO FDC
18+47.90, 47.50' RT
INSTALL 1 - 4"x 2½"x2½" FDC
(CONTRACTOR TO CLEARLY LABEL "BLDG K")
18+64.93, 47.50' RT
INSTALL 1 - 4"x 2½"x2½" FDC
(CONTRACTOR TO CLEARLY LABEL "BLDG L")
30 LF 4" DI FDC LINE FROM BLDG L
RISER ROOM TO FDC
DCDA LOCATED INSIDE BUILDING
SEE MECHANICAL PLANS
34 LF 8" PVC
WATER
123 LF 8" PVC
WATER
DCDA LOCATED INSIDE
BUILDING SEE
MECHANICAL PLANS
5 LF 4" DI FDC LINE FROM
BLDG H RISER ROOM TO FDC
5 LF 4" DI FDC LINE FROM
BLDG J RISER ROOM TO FDC
DCDA LOCATED INSIDE
BUILDING SEE
MECHANICAL PLANS
17+39.33, 2.50' RT (W)
INSTALL
1-8" TEE (FL)
2- 8" GV (FLxMJ)
1 -8" ADAPTER
1 - 8"x4" TEE (FLXMJ)
1 - 8"x6" REDUCER (FL) 1 -6" GV (FLxRMJ)
1 - 12LF 6" D.I. PIPE 1 HYDT ASSEMBLY
(STD DWG 4-7)(18+56.43, 47.50' RT) BLOCKING
19+79.22, 2.50' RT (W)
INSTALL
1 - 8" TEE (FL)
2 - 8" GV (FLxMJ)
1 - 8" ADAPTER (FLxMJ)
BLOCKING
15+41.22, 2.50' RT (W)
INSTALL
1 - 8" TEE (FL)
2 - 8" GV (FLxMJ)
1 - 8" ADAPTER (FLxMJ)
19+79.22, 82.00' LT (W) INSTALL
1 - 8"x4" CROSS (MJ)
25LF 4" D.I. FIRELINE TO BLDG H
25LF 4" D.I. FIRELINE TO BLDG J
BLOCKING
18+56.43, 2.50' RT (W)
INSTALL 1 - 8" TEE (FL)
2 - 8" GV (FLxMJ)
1 - 8" ADAPTER (FLxMJ)
BLOCKING
BLDG 'D'
BLDG 'H'
BLDG 'J'
BLDG 'K'BLDG 'L'
EX
I
T
2'
1.
5
'
1.5'
8.17'
34
.
3
1
'
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
WET SYSTEM
4" FLANGE TO 1'-0" AFF
F.D.C. LINE
4" FLANGE TO 1'-0" AFF
2'
1.
5
'
1.5'
8.17'
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
WET SYSTEM
4" FLANGE TO 1'-0" AFF
2'
1.
5
'
1.5'
8.17'
FIRE SPRINKLER
WET SYSTEM
4" FLANGE TO 1'-0" AFF
F.D.C. LINE
4" FLANGE TO 1'-0" AFF
2'
1.
1
9
'
1.5'8.17'
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
WET SYSTEM
4" FLANGE TO 1'-0" AFF
F.D.C. LINE
4" FLANGE TO 1'-0" AFF
1.
4
8
'
8.
1
9
'
2'
1.
1
9
'
1.5'8.17'
FIRE SPRINKLER
WET SYSTEM
4" FLANGE TO 1'-0" AFF
1.
4
8
'
8.
0
9
'
8" WATER MAIN 8" WATER MAIN 8" WATER MAIN 8" WATER MAIN
8"
W
A
T
E
R
M
A
I
N
INSTALL 1 - 4"x 2½"x2½" FDC
(CONTRACTOR TO CLEARLY LABEL "BLDG H")
INSTALL 1 - 4"x 2½"x2½" FDC
(CONTRACTOR TO CLEARLY LABEL "BLDG J")
FIRE SPRINKLER
RISER ROOM
F.D.C. LINE
4" FLANGE TO 1'-0" AFF
BLDG 'F'BLDG 'G'
F.D.C. LINE
4" FLANGE TO 1'-0" AFF
8"
W
A
T
E
R
M
A
I
N
8"
W
A
T
E
R
M
A
I
N
FIRE SPRINKLER
RISER ROOM
57 LF 4" DI FDC LINE FROM
BLDG D RISER ROOM TO
FDC
15+53.22, 109.00' LT INSTALL
1 - 4"x 2½"x2½" FDC
(CONTRACTOR TO CLEARLY
LABEL "BLDG D)
18+56.43, 36.00' RT (W) INSTALL
1 - 4" TEE (FLxMJ)
24LF 4" D.I. FIRELINE TO BLDG K
24LF 4" D.I. FIRELINE TO BLDG L
J
DCDA LOCATED INSIDE
BUILDING SEE
MECHANICAL PLANSBLDG 'H'
BLDG 'J'
2'
1.
5
'
1.5'
8.17'
FIRE SPRINKLER
RISER ROOM
FIRE SPRINKLER
WET SYSTEM
4" FLANGE TO 1'-0" AFF
2'
1.
5
'
1.5'
8.17'
FIRE SPRINKLER
WET SYSTEM
4" FLANGE TO 1'-0" AFF
F.D.C. LINE
4" FLANGE TO 1'-0" AFF
BLDG 'F'BLDG 'G'
4" FLANGE TO 1'-0" AFF
FIRE SPRINKLER
RISER ROOM
Da
t
e
:
Co
r
p
o
r
a
t
i
o
n
Sp
r
i
n
k
l
e
r
A
F
i
r
e
Dr
a
w
n
:
Fa
x
2
5
3
.
8
5
3
.
5
8
9
0
Ph
o
n
e
2
5
3
.
8
5
3
.
7
7
8
0
27
0
9
J
A
H
N
A
V
E
,
N
W
,
S
U
I
T
E
H
2
Gi
g
H
a
r
b
o
r
,
W
A
.
9
8
3
3
5
-
1
7
3
5
Co
n
t
.
L
i
c
.
#
S
P
R
I
N
F
P
0
1
1
L
S
FI
R
E
S
P
R
I
N
K
L
E
R
D
R
A
W
I
N
G
SCALE: 1" = 40'-0"
WA. STATE LEVEL 3 STAMP
F L
File:Tahoma Terra Storage Site FP.dwg
TA
H
O
M
A
T
E
R
R
A
S
T
O
R
A
G
E
B
U
I
L
D
I
N
G
"
J
"
TA
H
O
M
A
B
O
U
L
E
V
A
R
D
YE
L
M
,
W
A
9
8
5
9
7
05
/
1
0
/
2
0
2
3
PA
C
I
F
I
C
S
T
O
R
A
G
E
P
A
R
T
N
E
R
S
,
L
L
C
P.
O
.
B
O
X
7
3
7
9
0
PU
Y
A
L
L
U
P
,
W
A
9
8
3
7
3
PA
P
CI
T
Y
O
F
Y
E
L
M
B
L
D
G
/
F
I
R
E
O
F
F
I
C
I
A
L
(3
6
0
)
3
3
9
-
2
0
9
5
BLDG "J"
Sheet Number:
Sheet Title:
Project No.24-012CM
SCALE: 1" = 30'-0"
PROJECT
NORTH
BUILDING "J" FIRE PROTECTION SITE PLAN
0 60'30'15'
(2
5
3
)
2
2
3
-
7
4
3
2
CH
R
I
S
V
A
C
C
A
R
O
FP-1.1
BW
/
J
G
F
SCALE: 1" = 10'-0"
PROJECT
NORTH
BLDG "J" ENLARGED FIRE PROTECTION SITE PLAN
0 20'10'5'
13
C7
FIRE DEPARTMENT CONNECTION (FDC)
36"-42"
UNDERGROUND STUB UP W/ ROD
D.
I
.
P
.
R
I
S
E
R
L C
CONC. FOOTING
FOW
ATR & TIE BOLTS
OR- MEGA-LUG
RETAINERS TO RESTRAIN
VERTICAL PIPING
36
"
M
I
N
I
M
U
M
CORE OR SLEEVE
THRU FOOTING
IF REQUIRED
THRUST BLOCK (PER
NFPA 24)
PIPE SLEEVE THRU SLAB
MAINTAIN 2" GAP AROUND
FIRE LINE
FLANGE 1'-0" AFF
SLAB LEVEL EXT. WALL
1'-8"
MINIMUM
U.G. PIPING
UNDERGROUND NOTES:
1) ALL UNDERGROUND BY OTHERS. Contractor to be State Licensed and Certified to install
Underground Piping Per WAC 212-80.
2) Pipe type and class to meet Local Jurisdiction Approval.
3) All underground piping shall have a Minimum 3'-0" Bury.
4) All underground piping shall be U.L. Listed and/or FM Approved for Fire Protection.
5) All underground piping shall be rodded and/or blocked in accordance with the specifications and
NFPA 24.
6) All underground piping shall be Hydrostatically tested at not less than 200 PSI for two hours in
accordance with NFPA 24.
7) All underground piping shall be flushed in accordance with NFPA 24. Flow the required rate until
water is clear as indicated by no collection of foreign material in burlap bags at outlets.
4" - 390 GPM 10" - 2,400 GPM
6" - 880 GPM 12" - 3,520 GPM
8" - 1,560 GPM
8) All underground installation and testing to be witnessed by the local authority having jurisdiction.
9) Where pipes passes through holes in foundations, walls, or floors, the holes or sleeve shall be sized
4 in. larger than the supply pipe size on pipes sized 4" or larger.
HEAD BOX
N.T.S.
RISER DETAIL
RISERD
UNDERGROUND STUB UP
2½" ANGLE HOSE
VALVE FOR
FORWARD FLOW
TESTING OF DCVA.
4" GROOVED
CHECK VALVE
DR
A
I
N
TO
4" FLANGE x
GROOVED
ADAPTER
4" DERINGER 30 DOUBLE CHECK
DETECTOR ASSEMBLY INDOOR
VERTICAL INSTALLATION w/(2)
BUTTERFLY TAMPER SWITCHES
4" RISER MANIFOLD W/:
(1)DRAIN AND TEST
(2)FLOW SWITCH
(3)WATER GAUGE
(4)SIGNS ON BODY
(5)PRV- KIT
4" GRVD
90º ELBOW
*Pressure Relief
Valve installed on
System Riser -or-
at Inspectors Test
Valve. See Detail
EXTERIOR 6" 24V
AC ALARM BELL
FIRE LINE BY OTHERS
MJ ELBOW
w/Restrained
Flange Adapters
MJ ELBOW
w/Restrained
Flange Adapters
Hoffman Construction, Inc.
159 16th Street East, Suite 101
Pacific, WA 98047-5005
PHONE: 360-825-9797
Randy Hoffman
Certification #3966-0899-D
Certification Level: U
Contractor # HOFFMCI931D9
WA STATE LEVEL U
INSTALLATION COMPANY INFO:
VICINITY MAP
N.T.S.
F.D.C. BUILDING 'H'
F.D.C. BUILDING 'J'
FIRE HYDRANT
06/10/2024
2
4
WW
Co
r
p
o
r
a
t
i
o
n
Sp
r
i
n
k
l
e
r
A
F
i
r
e
Fa
x
2
5
3
.
8
5
3
.
5
8
9
0
Ph
o
n
e
2
5
3
.
8
5
3
.
7
7
8
0
27
0
9
J
A
H
N
A
V
E
,
N
W
,
S
U
I
T
E
H
2
Gi
g
H
a
r
b
o
r
,
W
A
.
9
8
3
3
5
-
1
7
3
5
Co
n
t
.
L
i
c
.
#
S
P
R
I
N
F
P
0
1
1
L
S
FI
R
E
S
P
R
I
N
K
L
E
R
D
R
A
W
I
N
G
SCALE: 1/8" = 1'-0"
WA. STATE LEVEL 3 STAMP
File:Tahoma Terra Storage Bldg J FP.dwg
TA
H
O
M
A
T
E
R
R
A
S
T
O
R
A
G
E
B
U
I
L
D
I
N
G
"
J
"
TA
H
O
M
A
B
O
U
L
E
V
A
R
D
YE
L
M
,
W
A
9
8
5
9
7
05
/
1
0
/
2
0
2
4
PA
C
I
F
I
C
S
T
O
R
A
G
E
P
A
R
T
N
E
R
S
,
L
L
C
P.
O
.
B
O
X
7
3
7
9
0
PU
Y
A
L
L
U
P
,
W
A
9
8
3
7
3
PA
P
CI
T
Y
O
F
Y
E
L
M
B
L
D
G
/
F
I
R
E
O
F
F
I
C
I
A
L
(3
6
0
)
3
3
9
-
2
0
9
5
BLDG "J"
Sheet Number:
Sheet Title:
Project No.24-012CM
SCALE: 1/8" = 1'-0"0 16'8'
PROJECT
NORTH
BUILDING "J" FIRE SPRINKLER FLOOR PLAN
4'
(2
5
3
)
2
2
3
-
7
4
3
2
CH
R
I
S
V
A
C
C
A
R
O
VICTAULIC V2704, QR K=5.6, 1/2" NPT,
(55,6 mm)
2-3/16"
BRASS UPRIGHT
ºF
STEEL Z-PURLIN
MAIN HANGER ROD
TRAPEZE
NTS
H32S
TRAPEZE PIPE, SIZED
ALL-THREAD ROD, SIZED
PER NFPA #13
AND NUTS (TYPICAL)
PER NFPA #13
STEEL SWDR 1"
ADJUSTABLE RING HANGER
SAMMY SCREW SIDEWINDER
FIG. 200
HANGER
DETAIL
PER NFPA #13
ALL-THREAD ROD, SIZED
PIPE RING
SAMMY STEEL
SIDEWINDER SWDR 1"
W/NUT, OR EQUAL.
4"∅ MAX BRANCH LINE
METAL ROOF
DECK
3/8"Ø x 0-8"
ALL THREADED
ROD
'Z' PURLIN
Notes:___________________________________________________________________________________________________
1. SYSTEM TYPE: WET SYSTEM THROUGHOUT STORAGE BUILDINGS A, B, C, D, H, J, K, L. BUILDINGS ARE CONSTRUCTED OF ALL NON-COMBUSTIBLE TYPE V-B CONSTRUCTION
MATERIALS. NO VOID SPACES ABOVE CEILINGS THAT WILL REQUIRE SPRINKLER PROTECTION. SPRINKLER SYSTEM DESIGNED AND INSTALLED PER NFPA-13, ORDINARY HAZARD
GROUP 2 OCCUPANCY THROUGHOUT EACH BUILDING. NO HIGH PILE STORAGE, FLAMMABLE LIQUIDS OR HIGHLY COMBUSTIBLE MATERIAL STORED ON FACILITY. PROPOSAL BASED
ON PROVIDING A FIRE SPRINKLER HEAD IN EACH STORAGE UNIT. OWNER MUST MAINTAIN STORAGE HEIGHTS TO 18” BELOW FIRE SPRINKLER HEAD DEFLECTORS.
2. CONSTRUCTION TYPE: V-B NON-COMBUSTIBLE, UNOBSTRUCTED.
3. SPRINKLER SYSTEM DESIGNED, INSTALLED, BRACED AND TESTED PER NFPA-13 (2016).
4. ALL MATERIAL SHALL BE NEW AND U.L. LISTED AND F.M. APPROVED.
5. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, IT IS THE CONTRACTORS & OWNERS RESPONSIBILITY TO INSULATE WET SYSTEMS PROPERLY & TO PROVIDE
HEAT THROUGHOUT THE WET PIPE SPRINKLER AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVE CONTROLLING WATER SUPPLIES
TO SPRINKLER SYSTEMS.
6. SPRINX FIRE PROTECTION SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY
APPURTENANCES THEREOF.
SPRINX FIRE PROTECTION STARTS AT A 6" FLANGE CONNECTION 1'-0" AFF.
7. ALL ELECTRICAL, PAINTING, FURRING, CUTTING OR PATCHING TO BE BY OTHERS.
8. PIPE SIZING PER NFPA-13, SYSTEM HYDRAULICALLY CALCULATED.
9. EARTHQUAKE BRACING PER NFPA-13 (2016)
10. ONLY NEW SPRINKLERS SHALL BE EMPLOYED IN THE INSTALLATION OF THE SPRINKLER SYSTEM.
11. A STOCK OF SPARE SPRINKLERS OF EACH STYLE, TYPE, AND TEMP. RATING ALONG WITH A SPRINKLER HEAD WRENCH SHALL BE LOCATED AT THE MAIN RISER.
12. ALL MAINS PIPING 21
2"- 4" IN SIZE TO BE BULL MOOSE TUBE EDDY FLOW THINWALL PIPE. ALL MAIN PIPING TO HAVE FIRELOCK GROOVED FITTINGS WITH WELDED
OUTLETS
13. ALL LINE PIPING 1" - 1-1/4 " IN SIZE TO BE SCH-40, THREADED PIPE, WITH CAST OR DUCTILE IRON THREADED FITTINGS. GRID OR TREE LINE PIPING 1-1/2 " - 2" TO BE
BULL MOOSE TUBE EDDY FLOW THINWALL PIPE.
14. LOWER FLOOR PIPE HANGERS TO BE HILTI KWIK CAST-IN ANCHORS KCS-WF, OR CEILING FLANGES IMBEDDED IN CONCRETE ROD AND RINGS.
15. UPPER FLOOR OR SINGLE STORY BUILDING HANGERS TO BE STEEL SAMMY SIDEWINDERS SWDR-1", ROD AND RINGS.
(SEE HANGER DETAILS)
16. ALL PIPE DIMENSIONS ARE CENTER TO CENTER LENGTHS.
17. ALL ABOVE GROUND PIPING TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS. TESTING AND PIPE INSTALLATION INSPECTED BY LOCAL FIRE MARSHAL.
18. TOTAL AREA PROTECTED BY WET PIPE SYSTEM BUILDING "J" 14,850 SQ. FT.
19. OWNER TO MAINTAIN STORAGE TO A MINIMUM 18" BELOW FIRE SPRINKLER SYSTEM.
OWNER TO INSTALL METAL BAFFLE IF SPRINKLERS ARE LESS THAN 6'-0" SPACES.
OWNER TO ENSURE EXTRA HAZARD MATERIALS ARE NOT STORED IN FACILITY.
ATTACHMENT TO STRUCTURE :
ATTACH WITH 1/2" X 6" ALL THREAD ROD ATTACHED TO:
TOP CHORD OF Z-PURLIN WITH UNI-STRUT BACKER & 1/2" NUTS AND WASHERS
1 1/4" SCHEDULE 40 PIPE UP TO 9'-0" LONG
1" SCHEDULE 40 PIPE UP TO 7'-0" LONG
TOLCO FIG. 980 SWIVEL UNIV. SWAY BRACE ATTACHMENT
TOLCO FIG. 1001 FAST CLAMP
MATERIAL :
ATTACH TO STEEL I-BEAM WITH TOLCO FIG.828 - OR -
Hydraulically Calculated System
This system as shown on
company print no dated
for
contract noat
is designed to discharge at a rate of GPM
(Lmin) per sq ft (m2) of floor area over a maximum area of
sq ft (m2) when supplied
GPM (L/min)with water at the rate of
at psi (bars) at the base of the riser
Hose stream allowance of GPM (L/min)
is included in the above.
Occupancy Classification
Commodity Classification
Maximum Storate Height
Installed By:
SPRINX FIRE PROT, INC.
FP-2.0 05/10/2024
TAHOMA TERRA BLDG-J REMOTE AREA#1
24-012CMBUILDING J STORAGE
.20
945
288.62
42.35
250
ORDINARY GP-2
I-III
8'-0"
SPRINX FIRE PROTECTION, INC.
FP-2.0
BW
/
J
G
F
06/10/2024
Co
r
p
o
r
a
t
i
o
n
Sp
r
i
n
k
l
e
r
A
F
i
r
e
Fa
x
2
5
3
.
8
5
3
.
5
8
9
0
Ph
o
n
e
2
5
3
.
8
5
3
.
7
7
8
0
27
0
9
J
A
H
N
A
V
E
,
N
W
,
S
U
I
T
E
H
2
Gi
g
H
a
r
b
o
r
,
W
A
.
9
8
3
3
5
-
1
7
3
5
Co
n
t
.
L
i
c
.
#
S
P
R
I
N
F
P
0
1
1
L
S
FI
R
E
S
P
R
I
N
K
L
E
R
D
R
A
W
I
N
G
SCALE: 1/8" = 1'-0"
WA. STATE LEVEL 3 STAMP
File:Tahoma Terra Storage Bldg J FP.dwg
TA
H
O
M
A
T
E
R
R
A
S
T
O
R
A
G
E
B
U
I
L
D
I
N
G
"
J
"
TA
H
O
M
A
B
O
U
L
E
V
A
R
D
YE
L
M
,
W
A
9
8
5
9
7
05
/
1
0
/
2
0
2
4
PA
C
I
F
I
C
S
T
O
R
A
G
E
P
A
R
T
N
E
R
S
,
L
L
C
P.
O
.
B
O
X
7
3
7
9
0
PU
Y
A
L
L
U
P
,
W
A
9
8
3
7
3
PA
P
CI
T
Y
O
F
Y
E
L
M
B
L
D
G
/
F
I
R
E
O
F
F
I
C
I
A
L
(3
6
0
)
3
3
9
-
2
0
9
5
BLDG "J"
Sheet Number:
Sheet Title:
Project No.24-012CM
(2
5
3
)
2
2
3
-
7
4
3
2
CH
R
I
S
V
A
C
C
A
R
O
VICTAULIC V2704, QR K=5.6, 1/2" NPT,
(55,6 mm)
2-3/16"
BRASS UPRIGHT
FP-3.0
BW
/
J
G
F
SCALE: 1/4" = 1'-0"0 8'4'
BUILDING "J" FIRE SPRINKLER SECTION "A" PLAN
2'
STEEL Z-PURLIN
MAIN HANGER ROD
TRAPEZE
NTS
H32S
TRAPEZE PIPE, SIZED
ALL-THREAD ROD, SIZED
PER NFPA #13
AND NUTS (TYPICAL)
PER NFPA #13
STEEL SWDR 1"
ADJUSTABLE RING HANGER
SAMMY SCREW SIDEWINDER
FIG. 200
HANGER
DETAIL
PER NFPA #13
ALL-THREAD ROD, SIZED
PIPE RING
SAMMY STEEL
SIDEWINDER SWDR 1"
W/NUT, OR EQUAL.
4"∅ MAX BRANCH LINE
METAL ROOF
DECK
3/8"Ø x 0-8"
ALL THREADED
ROD
'Z' PURLIN
ATTACHMENT TO STRUCTURE :
ATTACH WITH 1/2" X 6" ALL THREAD ROD ATTACHED TO:
TOP CHORD OF Z-PURLIN WITH UNI-STRUT BACKER & 1/2" NUTS AND WASHERS
1 1/4" SCHEDULE 40 PIPE UP TO 9'-0" LONG
1" SCHEDULE 40 PIPE UP TO 7'-0" LONG
TOLCO FIG. 980 SWIVEL UNIV. SWAY BRACE ATTACHMENT
TOLCO FIG. 1001 FAST CLAMP
MATERIAL :
ATTACH TO STEEL I-BEAM WITH TOLCO FIG.828 - OR -
Notes:___________________________________________________________________________________________________
1. SYSTEM TYPE: WET SYSTEM THROUGHOUT STORAGE BUILDINGS A, B, C, D, H, J, K, L. BUILDINGS ARE CONSTRUCTED OF ALL NON-COMBUSTIBLE TYPE V-B CONSTRUCTION
MATERIALS. NO VOID SPACES ABOVE CEILINGS THAT WILL REQUIRE SPRINKLER PROTECTION. SPRINKLER SYSTEM DESIGNED AND INSTALLED PER NFPA-13, ORDINARY HAZARD GROUP 2
OCCUPANCY THROUGHOUT EACH BUILDING. NO HIGH PILE STORAGE, FLAMMABLE LIQUIDS OR HIGHLY COMBUSTIBLE MATERIAL STORED ON FACILITY. PROPOSAL BASED ON PROVIDING A
FIRE SPRINKLER HEAD IN EACH STORAGE UNIT. OWNER MUST MAINTAIN STORAGE HEIGHTS TO 18” BELOW FIRE SPRINKLER HEAD DEFLECTORS.
2. CONSTRUCTION TYPE: V-B NON-COMBUSTIBLE, UNOBSTRUCTED.
3. SPRINKLER SYSTEM DESIGNED, INSTALLED, BRACED AND TESTED PER NFPA-13 (2016).
4. ALL MATERIAL SHALL BE NEW AND U.L. LISTED AND F.M. APPROVED.
5. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, IT IS THE CONTRACTORS & OWNERS RESPONSIBILITY TO INSULATE WET SYSTEMS PROPERLY & TO PROVIDE HEAT
THROUGHOUT THE WET PIPE SPRINKLER AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVE CONTROLLING WATER SUPPLIES TO
SPRINKLER SYSTEMS.
6. SPRINX FIRE PROTECTION SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY
APPURTENANCES THEREOF.
SPRINX FIRE PROTECTION STARTS AT A 6" FLANGE CONNECTION 1'-0" AFF.
7. ALL ELECTRICAL, PAINTING, FURRING, CUTTING OR PATCHING TO BE BY OTHERS.
8. PIPE SIZING PER NFPA-13, SYSTEM HYDRAULICALLY CALCULATED.
9. EARTHQUAKE BRACING PER NFPA-13 (2016)
10. ONLY NEW SPRINKLERS SHALL BE EMPLOYED IN THE INSTALLATION OF THE SPRINKLER SYSTEM.
11. A STOCK OF SPARE SPRINKLERS OF EACH STYLE, TYPE, AND TEMP. RATING ALONG WITH A SPRINKLER HEAD WRENCH SHALL BE LOCATED AT THE MAIN RISER.
12. ALL MAINS PIPING 21
2"- 4" IN SIZE TO BE BULL MOOSE TUBE EDDY FLOW THINWALL PIPE. ALL MAIN PIPING TO HAVE FIRELOCK GROOVED FITTINGS WITH WELDED OUTLETS
13. ALL LINE PIPING 1" - 1-1/4 " IN SIZE TO BE SCH-40, THREADED PIPE, WITH CAST OR DUCTILE IRON THREADED FITTINGS. GRID OR TREE LINE PIPING 1-1/2 " - 2" TO BE BULL
MOOSE TUBE EDDY FLOW THINWALL PIPE.
14. LOWER FLOOR PIPE HANGERS TO BE HILTI KWIK CAST-IN ANCHORS KCS-WF, OR CEILING FLANGES IMBEDDED IN CONCRETE ROD AND RINGS.
15. UPPER FLOOR OR SINGLE STORY BUILDING HANGERS TO BE STEEL SAMMY SIDEWINDERS SWDR-1", ROD AND RINGS.
(SEE HANGER DETAILS)
16. ALL PIPE DIMENSIONS ARE CENTER TO CENTER LENGTHS.
17. ALL ABOVE GROUND PIPING TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS. TESTING AND PIPE INSTALLATION INSPECTED BY LOCAL FIRE MARSHAL.
18. TOTAL AREA PROTECTED BY WET PIPE SYSTEM BUILDING "J" 14,850 SQ. FT.
19. OWNER TO MAINTAIN STORAGE TO A MINIMUM 18" BELOW FIRE SPRINKLER SYSTEM.
OWNER TO INSTALL METAL BAFFLE IF SPRINKLERS ARE LESS THAN 6'-0" SPACES.
OWNER TO ENSURE EXTRA HAZARD MATERIALS ARE NOT STORED IN FACILITY.
06/10/2024