HomeMy WebLinkAboutPP - 17610 WEST VALLEY HWY - NVBP 17610 MARKET READY - PERMITS AND PLANS17610 WEST VALLEY HWY
ASSOCIATED PERMITS
15-S-158
15.2 11.2141.
169.1 61561
®e®==
6'-01/2
i
lW
°A
WAREHOUSE
12'-0 / 11'-91/2
NEW FULL HEIGHT WALL
A
i
17'-8
5'-9
A
s� • f2 6%
FLEX I a.
u
FLEX -7
it cv
OPEN OFFICE
•
RECEPTION
EXIST. OFFICE
GROUND LEVEL FIRE SPRINKLER PLAN;.
SCALE: N.T.S.
-10
10
20
40
SCALE: 1/8" = 1'-0"
UPPER LEVEL FIRE SPRINKLER PLAN 1
REVISIONS
SCALE: N.T.S.
HANGERS
HYDRAULIC DESIGN INFORMATION
SCALE: 1/8" = 1'40"
f GLU-LAM OR BEAM
z
z
CV
\z�
--Iz
UQ
m
au1anmmh1 l�
MODEL J
#SWG 20
1'/z" MIN.
PIPE
3/8" ALL THREAD ROD
HANGER RING
HANGER G
SAMMY SIDEWINDER
(FOR 3" PIPE MAX)
1" OUTLET ON
(E) BRANCHLINE
1"ARM-OVER -\
1" DROP
�1 x 1/2 REDUCING COUPLING
mL
N
/-ACT CEILING
SSP PER PLAN
TYPICAL RELOCATE
FITTER NOTES:
GLU-LAM OR
BEAM
MAX. 4" PIPE
HANGER H
SAMMY SUPERSCREW
1'/z" MIN.
MODEL #GST 30
ALL THREAD ROD
HANGER RING
SNAP (U -BOLT) MECH.
1" ARM -OVER
(PER PLAN)
1" DROP
(PER PLAN)
/ ACT CEILING
SPP PER PLAN
TYPICAL ADD
1. ALL NEW HANGERS TO BE SAMMY SUPERSCREW (TYPE 'H') OR SAMMY
SIDEWINDER (TYPE 'G') U.N.O. ALL HANGERS TO BE PER HANGER DETAILS
ON THIS SHEET.
2. ALL THREADED PIPING TO BE SCH. 40 BLACKAND JOINED W/ THREADED
DUCTILE IRON FITTINGS AND COUPLINGS.
3. ALL VVELDED OUTLET SPRINKLER PIPING TO BE SCH. 10 BLACK, GROOVED
END AND JOINED WITH GROOVED END FITTINGS AND COUPLINGS.
4. ALL DROPS TO HEADS IN CEILINGS TO BE PER DROP DETAILS ON THIS
SHEET (U.N.O.)
5. CENTER OF TILE IS NOT REQUIRED PER CONTRACT.
WOOD ROOF DECK W!
WO DISTEEL BEAMS
co
2ND FLOOR DECK W!
WOOD JOISTS
Co
GROUND FLOOR
CV
co
N
N
N
BUILDING SECTION
SCALE: NO SCALE
SCOPE OF WORK
SPRINKLER LEGEND. 1. NEW DIFY EXIS
ANDTING O`IERHEADSPRINKLERSYSTEMTOACCOMODATE
TI WALLS2. ARCHER START POINT IS AT CONNECTIONS TO EXISTING OVERHEAD
= NEW PIPE BRANCH AND/OR MAIN PIPE.
6
8-6 D.I.
6
6
D.I.
R = RELOCATED HEAD
A = ADDED HEAD
P = PLUGGED HE=AD
S U -BOLT STRAP TEE
(2 x 1 U.N.O.)
MT = MECHANICAL TEE
(4 x 11/2 GROOVED U.N.O.)
= EXISTING PIPE
= RELOCATED PIPING
G
=HANGER
= CENTERLINE PIPE ELEVATION
REFERENCE (SEE ABBREVIATIONS)
SNAP (U -BOLT) MECH. TEE (U.N.O.k
1"ARMOVER
AND COUPLING
(WHERE SHOWN
ON PLAN)
AR MOVER
(PER PLAN)
DROP
(PER PLAN)
1 x Y2, 48" SPRINKFLEX
BRAIDED FLEX DROP
/ ACT CEILING
SPP PER PLAN
ADD WITH FLEX
EXCLUSIONS:
1. TAXES OF ANY TYPE.
2. ELECTRICAL OF ANY TYPE.
3. UNDERGROUND PIPING OF ANY TYPE
4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE.
5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANYTYPE.
6. PROVISION OF HEAT (MINIMUM 40°F) TO PREVENT WET PIPES FROM
FREEZING.
7. MODIFICATION OF EXISTING SPRINKLER SYSTEM (EXCEPTAS SHOWN
IN THIS PLAN SET).
DESIGN CRITERIA:
1. CRITERIA BASED ON NFPA#13 (2010) & NFPA#24 (2013) AND CITY OF
TUKWILA CODES.
2. EXISTING: OFFICE - ORDINARY HAZARD GROUP 1 - MAXIMUM SPACING
130 SQ. FT PER TUKWILA FIRE.
3. NEW: OFFICE - ORDINARY HAZARD GROUP 1 - MAXIMUM SPRINKLER
SPACING 130 SQ. FT PER TUKWILA FIRE.
4. EXISTING OVERHEAD: WAREHOUSE - SPRINKLER SPACING 12'-6" X 7'.
5. NEW OVERHEAD: WAREHOUSE - MATCH EXISTING SPRINKLER
SPACING WHERE HEADS ARE ADDED AT NEW FULL HEIGHT WALL.
4. NEW CRITERIA IS EQUAL OR LESS THAN THAT OF PREVIOUS
OCCUPANT USE, THUS NEW HYDRAULIC CALCUATIONS ARE NOT
PPni IIRFn
PROJECT NOTES:
PARCEL #: 2523049017
OWNER INFO:
TERRENO 17600 WVH LLC
101 MONTGOMERY ST #200
SAN FRANCISCO CA 94104
KEY PLAN
SCALE: NO SCALE
:ill St '
(9�f{ mdG[04t
Oki 13(Cloyed).
p Without Comments
❑ As Noted in Rei
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current City
standards. Acceptance is subject to errors and
omissions which do not authorize violations of adopted
:andards and ordinances. The responsibility for the
adequacy of design rests totally with the designer.
additions, deletions or revisions to these drawings after
this date will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau. J
Date: 0 -7 I J By:
VICINITY MAP
SCALE: NO SCALE
WSCL#: ARCHEI*219DR
TUMILA FIRE DEPARThENT
P se c91206-575- 7 and
glue this Are Perri No.
Is -S-151
ind exact k ss i'Dr shut-
down or rrstmt on .,,Dpro, al
ft
WASHINOTON i' 44 " hila%
CERTIFICATE OF COAMP`tTIclt►CY
FIRE PROTECTION SPNItiif6at SYStEMS
Theodore M. E teel1
4930-0205-C Wel' j,
Archer CbnsIrucNdM,Eric.
ARCH*. !0-1 - !'S
Signature
Date
a
PERMIT PLAN - NOT FOR CONSTRUCTION
PIPE LENGTHS SHOWN ARE: THREADED = CEN -TO -CEN, WELDED = CUT LENGTHS
ABBREVIATIONS WATERFLOW INFORMATION
SPRINKLER SYMBOLS
'DATE -DESCRIPTION -BY -A BEAM CLAMP W/ RETAINING STRAP
-B-SIDE BEAM BRACKET
-C-EYE SOCKET
-- - D_NUT & PLATE WASHER
-E-KWIK-BOLT
F HDI -P
- G-SAMMY SIDEWINDER
-H-SAMMY SUPERSCREW
-J-COACH SCREW ROD
- K-CEILING FLANGE
NUMBER
REMOTE
6RF0
SQ. FT.
TOTAL SYSTEM
KtUUIKtMtN 1,:
CODE kiAZARD
DENSITY INSIDE HOSE
O PM15R. FT. ALLOWANCE
cycitm
TYPE
ntrrclna unSE TAREA PER
ALLOWANCE SPRINKLER
HYDRAULIC DESIGN INFORMATION
L U -HOOK
- M-SHORT STRAP
TJ -WALL BRACKET
- 13-TRAPEZE
_Q
AREA
NuM ER
REMOTE
AREA
SU. P T.
TOTAL SYSTEM
KEIAUIKEMEN IS:
CODE-1AZARD
DENSITY
PM15U. FT.
memo NncF
ALLOWANCE
OUTSIDE HOSE
ALLOWANCE
SYSTEM
TYPE
AREA PER
SPRINKLER
* FF
it BB
* TB
* TS
CTS
FO
IFOW
OFOW
NAS
UNO
-1-
1
(CENTERLINE OF PIPE)
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
TOP OF BEAM
TOP OF STEEL/
BOTTOM OF DECK
CUT TO SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO. SPRINKLERS
UNLESS NOTED OTHERWISE
RIGID COUPLING
FLEXIBLE COUPLING
STATIC
75 PSI
RESIDUAL
XX PSI
SYM
0
MAKE
RELIABLE
MODEL
SIN#
TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY
G REC
R1015
SR RECESSED SSP
GPM FLOWING
XXXX GPM
RELIABLE
R1027
SR SSU
CHROME
BRASS
5.6
1/2"
1/2"
165°
CHR
QTY
18
8.2
3/4"
17/32"
165°
5
DATE & TIME
PER: RISER GAUGE
LOCATION: XXX
ARCHER"
GO1K1041230400 ], OR@
PROJECT:
NVBP 17610 MARKET READY
17610 WEST VALLEY HWY.
TUKWILA, WA
FIRE SPRINKLER
PLAN
PERMIT NO: -
JOB NO: S15-161
AUTHORITY: CITY OF TUKWILA
NOTES:
EXISTING
EXISTING
TO REMAIN
SR RECESSED SSP
CHROME
5.6
'1/2"
1/2"
165°
PLUG OR RELOCATE
SR RECESSED SSP CHROME 5.6
1/2"
1/2"
165°
CHR
CHR
EXISTING
TO REMAIN
SR SSU
BRASS
8.2
3/4"
17/32" 165°
TOTAL PROJECT SPRINKLERS
23
FIRE SPRINKLER DIVISION
7855 S 206TH STREET, KENT, WA 98032
PHONE 253-872-7222 FAX 253-872-7277
CONTRACT W/: BOYCE
CONTACT:
BRYCE BOWELL
'HONE. 2M-7A4-RORF
17610 W VALLEY HWY
15-S-158 TUKWILA FIR
PAID
Cit 12015
DESIGNER: TED QUEEN
SCALE: VARIES
DATE: 9-25-15
REVISED / /
PLOTTED / /
FP 1 OF 1