HomeMy WebLinkAboutPP - 320 ANDOVER PARK EAST STE 270 - WASHINGTON CITY INSURANCE AUTHORITY - PERMITS AND PLANS320 ANDOVER PARK EAST STE 270
ASSOCIATED PERMITS
12-S-010
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: WCIA
320 Andover Park East Suite 270
Permit No.: 12-S-010
Date: January 17, 2012
Reviewer: Al Metzler
Fire Protection Project Coordinator
(206) 575-4407 option # 2 (Inspection Requests)
(206) 971-8718 (Plan Review Questions)
• Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross
mains, and branch lines 2.5" and larger. Bracing is provided for the last length of
pipe but within 6' of the end of a feed or cross main. Bracing is required unless
all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for
any size pipe, 9.3.5.3.
• Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4
exceptions, 9.3.4.
• Longitudinal sway bracing is a maximum of 80' for mains and cross mains and
within 40 ' of the end of the line, 9.3.5.4.
• Provide lateral and longitudinal bracing for changes in pipe direction per section
9.3.5.11.2 for pipe size 2'/z inches and larger.
• Restrain branch lines at the end sprinkler of each line, restrain against vertical
and lateral movement, 9.3.6.3.
• Restraints for branch lines shall be at intervals per table 9.3.6.4 and section
9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6.
• Comply with ASCE 7-02, section 9.6.2.6.2 (e).
• Ceilings used for flex drop attachments shall comply with ASTM C 635 and
ASTM C 636 per section 9.2.1.3.3.2.
• Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a
suspended ceiling, a hanger(s) attached to the structure shall be required to
ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3).
• Provide sprinkler protection beneath all obstructions greater than 4 ft. in width.
• Extend sprinkler protection to all combustible concealed spaces.
• Comply with NFPA 13 obstruction tables.
• Comply with obstructed/non-obstructed construction rules for sprinkler head
placement.
• Sprinkler heads spaced closer than 6 ft. apart must be baffled.
• Modifications involving 20 or more sprinkler heads require hydrostatic test and
system isolation if necessary.
• For dry pipe and double interlock preaction systems in addition to the standard
hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24
hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the
24 hours shall be corrected.
• These conditions apply to any sprinkler piping exposed as necessary to
accomplish the permitted scope of work.
All code references are NFPA 13, 2010 Edition.
NOT LESS THAN 2' NOMINAL WIDTH.
(1 1/2" )
1
NOT LESS THAN 3" NOMINAL THICKNESS ( 2 1/2' )
( DEPTH OR SIDE OF VERTICAL MEMBER )
T
SIDEWINDER
(SWG20)
oor
I,I'i,i-
I
„wiII
orro
ilk
'SAMMY' WOOD HANGERS
HANGER
TICAL WOOD
PI
\G HA\
cPs
FlexHead Sprinkler Drop
%as;,ki��S�S�S�� Corrugated stainless steel hose with stainless steel braid
<.,������, available in 2', 3%4%5' & 6' legnths
Multi -Port Bracket
Adjustable Hub
I NO U STR I E S'1„-3
Flexheaa Commercial Ceiling Unit
T -Bar Ceiling installation
Model #2024,2036,2048,2060,2072
WCIA
TENANT IMPROVEMENT SUITE 270
320 ANDOVER PARK E.
TUKWILA, WA 98188
ZONING & BUILDING CODE DATA
VICINITY MAP
3UILDING CODES:
OCCUPANCY GROUP: B BUSINESS
:XISTING BUILDING CONSTRUCTION TYPE: VB
SPRINKLER SYSTEM: EXISTING FULLY SPRINKLERED
FIRE ALARM: EXIST. FIRE SPRINKLER MONITOR ALARM A5 REQUIRED BY THE CITY OF TUKWILA
OCCUPANCY LOAD:
SUITE 270
EXITING:
SUITE 270:
PROJECT DATA
PARCEL NUMBER: 022320-0060
tOTAL AREA OF SITE: 7,344 SF
REA OF EASEME : 20 •2 F
ET AREA OF SITE: 54,72 I SF
EXISTING NUMBER OF STORIES: 2
EXISTING BUILDING HEIGHT: 28'-7 1/2"
AREA OF TENANT IMPROVEMENT:
LOT COVERAGE DATA (ALL EXISTING):
LOT COVERAGE BY BUILDING
M. LANDSCAPE AREA
PAVED 4 WALK AREAS
TTL
TTL IMPERVIOUS SURFACE
16,581 SF = 23%
25,975 SF = 35%
31,2115F=42%
73,767 5F = 100%
47,792 5F = 65%
2D An'do e)�ParkE T,ukwlla VVA;�8788i
L
PROJECT DIRECTORY
PROPERTY MGMT. CO.
J511 PROPERTIES, INC.
14900 INTERURBAN AVE. 5., 5TE. 210
SEATTLE, WA 98168
P: (20G) 244-2000
F: (20G) G74-4666
CONTACT: CHUCK WEIGMAN
EMAIL: CHUCKW@JSHPROPERTIE5.COM
OWNER (MAILING)
WASHINGTON CITIES INSURANCE
AUTHORITY
P.O.BOX I I65
RENTON, WA 98057
OWNEI (EinlCAL ADDRESS)
320 ANDOVER PARK E. 5TE. # 104
TUKWILA, WA 98188
CONTACT:
LOCAL JURISDICTION
CITY OF TUKWILA
DEFT. OF COMMUNITY DEVELOPMENT
G300 SOUTHCENTER BLVD. #100
TUKWILA, WA 9,5155
P:(20G) 431-3670
F:(20G) 43 1 -3665
CONTACT: PERMIT TECHNICIAN
EMAIL: tukbidg@cl.tuk'MIa.wa.us
APPLICANT/ARCHITECT
THE DRJFTMIERARCHITECTS, P.S.
7983 LEARY WAY NE
REDMOND, WA 98052
P: (425) 881-7506
F: (425) 881-730C
CONTACT: MOLLY FOSTER
EMAIL: MOLLY@DRJFTMIER.COM
PROPERTY UNE_
EXI T. 1' NG
,r; _.1
1 EXISTING
rRIVEWAY ..�._"
t //////// ./i// /////'. //''
EXIST. PARKING
F
/zz/2:,: /i'_/,/ l / ,w[,/".'..1!
• F}(IST, SIDEWALK
IEXIT. P
EXIT.
EXISTT G -.-
i .9RtVEWAY ?O-351.'54'
I
II'
I i
li
It
WATER UNE
STORM_ IN
•
z %feIry I
f
I
�I 1 l I EXIT'. PANNING
1 l
I
_..I-�...-'.—
C .-S-T
—4-��In T - P
1 1 i
j__11
EXIST. PARKIN -2',i
-
EXIST. SIDEWAI K
PROPERTY LINE
C
REDUCING COUPLING
3/8" MIN.
1" MAX.
DETAIL of RECESSED PENDENT
NTS
v
, GENERAL LEGEND
-4
O
BOD
BOB
BOJ
FOS
FOW
EARTHQUAKE BRACING
PIPE HANGER
GROOVED CAP
RIGID COUPLING ( UNLESS NOTED )
CAP
PLUG
CENTERLINE
HYDRAULIC REFERENCE POINT
CENTERLINE PIPE TO BOTTOM OF DECK
CENTERLINE PIPE TO BOTTOM OF BEAM
CENTERLINE PIPE TO BOTTOM OF JOIST
FACE OF STUD
FACE OF WALL
FOC
AFF
CH
R.C.
Oc'
4
E/C
C/C
C/E
GG
TG
TxF
ATR
FACE OF CONCRETE
ABOVE FINISHED FLOOR
CEILING HEIGHT
REDUCING COUPLING
OUTLET COUPLING
WELDED OUTLET
"FIT" FITTING
END TO CENTER
CENTER TO CENTER
CENTER TO END
GROOVE/GROOVE
THREAD/GROOVE (ALSO "GT")
THREAD/"FIT" (ALSO "FxT")
ALL -THREAD ROD
1
O Without Comments
O As Noted in Red
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
z:rention Bureau for conformance with current City
F :CUards. Acceptance id subject to error~ and
1rissions which do not authorize violations of adopted
andards and ordinances. The responsibility for the
i cuuacy of design rests totally with the designer.
deletions or revisions to these drawings after
oate will void this acceptance and will require a
resubmittal of revised drawings for subsequent approval.
nal acceptance is subject to field test and Inspection by
le Tukwila Fire Prevention Bureau. •
ate: 1-1 7` 1 ? By: Ahl J11
'F8
Beftwii:TAZRIA"
OP * �® ��
.
-EA
LEGEND
15'-0"
TENANT SPRINKLER PIPING PLAN
SCALE: 1/8" = 1'-0"
ADDED RECESSED PENDENT 1/2" 155'
0 TYCO TY -FRB Q.R. RECESSED CHROME PENDENT
QTY: 1
0 EXISTING PENDENT SPRINKLER TO REMAIN
o �
S
EXISTING PENDENT SPRINKLER RELOCATED
TO NEW LOCATION
QTY: 6
EXISTING SPRINKLER PIPING
NEW SPRINKLER PIPING
0 4' 8'
16' 24'
T
q "
TUKWILA FIRE DEPARTMENT
Please call 2O6-575-4407 and
give this Fire Permit No.
/i-8- two
and exact address Cor shut-
down or re trc Uon appi
REMOVE AND RELOCATE LIGHT
FIXTURES, TYP.
EXTEND EXIST. CEILING GRID TO
EXTERIOR WALL
RETAIN FRAMING WHERE WALL IS
REMOVED FOR HEADER TO SEPARATE
EXISTING CEILING SYSTEMS TO REMAIN
RELOCATED SUPPLY AIR GRILL
REMOVE EXIST. CEILING GRID, TILES '
AND LIGHTS IN SHADED AREA. SALVAGE
TILE (WHERE POSSIBLE) AND LIGHT
FIXTURES FOR RELOCATION. NEW TILE
TO MATCH EXIST.
RELOCATED LIGHT FIXTURE, TYP.
RELOCATED RETURN AIR GRILL
GENERAL NOTES
SCOPE OF WORK: ADD 1 NEW PENDENT & RELOCATED 6 PENDENT SPRINKLERS FOR TENANT IMPROVEMENT WORK
SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2010 & CITY OF TUKWILA STANDARDS
ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED
EXISTING SYSTEM HYDRAULICS ARE NOT EFFECTED BY ADDED SPRINKLERS
ORDINARY HAZARD OCCUPANCY 130 S.F. PER SPRINKLER MAX
NEW PIPING TO BE 'DYNA-THREAD'
1 /1(, l2o/i
NORTHWEST FIRE SYSTEMS
3315 South 116th St - Ste 115, Tukwila, WA 98168
206.772.7502 • fx 206.772.7504
www.nwfiresystems.com • LIC # NORTHFS928CR
W I C A Tenant Improvement
320 Andover Park East
PAID
Suite 270 JAN 17 201
Tukwila, Washington 98188 TUKWILA F
Vc1'Clal D
DATE: 01/12
DRAWN: G.B.
SCALE: AS NOTED
1 OF 1