HomeMy WebLinkAboutPP - 10830 EAST MARGINAL WAY SOUTH - GANS INK - PERMITS AND PLANS10830 EAST MARGINAL WAY SOUTH
ASSOCIATED PERMITS
04-S-62
02-S-095
95-S-0022
FIG. 58
TIIRCAI)r:1) SIDE BEAM RRACICL'T
Sat h..t. - a/T kli. pow n•n 1/2' wwr
Fwnt.w`• F'..twt•1 ..•t ecswertsral bootlace
w.4 N woman pawl Moro ..roA teKtw. M
total woo
Facts" • Uruoa /...1 slop., ... w M •.slly
owe wt/ woo crochet {{
CX1•f. /•sqw etnrrr ie.ren..d red .dww.
went
Coni warwtrro Ydf tial .etn.I 31r 2. Ifr
Lotion Olio Ptt N F OA •13 1/2" woe r
Frr•names 3/r s..d.r• 2 Irr-we.P rot
,.reef, 117- lower! •
Are.-rM - 1/wd..enAia l+bww.-n Ixnd
(MOM,. L*.. ..a to Draws Um. and
4_ rot t
'bar -UL .war ►( wrjw(M. Po Slrr.•r♦ 2
•.1.•rMom .n•wtF .1251 Fr.t•..'.rwrp
mooed efts wood's c.o.:wow, ..t rt oa
owe ..e ~On w .l.a. j CM.wtKw.w
bola. • FLO .,,J t4c t[t` C.....ww.d
One.. iv • Fqw. mono,. mod Wolk
..n.t.t.wwa
MICAL APPLICATIONS FOR FIG. 58
TI WEAVED SIDE BEAM BRACKET
Shown n l l.ta 1 iaaomq wp w
I- hp. . 4l. fnte. Sums
1 I/r 3)164- 1FKt• )/It- 1 7/t- 1-1/: 14
Ex GYP. BD
CEILIN*
ACCEPTED
19" Without Comments
O As Noted in Red
O Per The Attached Letter
TUKWILA FIRE DEPARTMENT
Please call: 575-4407
and give this job
No. d Li
and exact address for shut-
down or restoration aporuvai.
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
standards 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,acceptarice and will require a
resubmittal of revised drawings for subsequent approval.
k Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
1 LCOATE
LIGHTS AS
lilt
NT/ r-
Fiw
St2S'_ !e,u $- w =I L isl , Sl ,.,„„1147, y r 71i s 1-
113em sr
1r� n.
1w .`Q174,r. to rt ..
M1
CROWt\
FIRE PROTECTION
INCORPORATED
P.O. BOX 12113
1 * Baa WASHINGTON 9B3S2-0113
PK. (425) 481-7669
DATE:3-26-0 31
DRAWN: J A SC, : )fq I 0 I C
- - - APR - 1 2004
\
\
BOEING ACCESS RD.
/- FIRE SPRINKLER
SYSTEM RISER
0
\
\
cKONKEY BUSI\ESS PACK
BUSINESS INTERIORS NW
AREA OF WORK
(2) COLUMNS
B. I. NW WAREHOUSE
E. MARGINAL WAY SO.
a)
�i-
J
O
v
(�J
0
Li
FIRE SPRINKLER
RISER LOCATION
KAY PLAN
NS5
q -q COL
-J
O
v
c4-1
(J
--•—{+22'-8"
2"
EiST. LiNE
2 x 1
SNAPLET
5"X5"
T.S. COL
TYP.(4)
In
5" X 5"
T.S. COL
SAMMY SUPER SCREW
PIPE: SWG 20 3/8"x2"
4" PIPE: SWG 25-380 3/8"x2.5"
3/8"x COJ ALL THREAD ROD
PIPE RING FIG. #69
HANG "A" (PT poor)
(2) 1/4"x 1". TEK SCREW w/ WASHER
1 5/8" X 3 1/4" STRUT (PS 100 ) X 0-6
HA
11 -AN VIEW
PIPE CLAMP (PS -1100)
\aF "131 I (ON '15 CO1.1)
0-6
11-1"
. COL -
END OF PIPE
112" `n
EXIST. LINE
\-112 x 1
SNAPLET
49,-4"
IFOW-4 COL
COLUM
( 2) t \O1':C'r0\ FR 5P11
5CA.E: 1/411 ¢ 1'-011
ICLF1 PI
\6 PLAN
49'-6"
COL—Q COL
VICINITY MA
SCALE: NONE
D
1" DROP X (COS)
HANGER "B"
5" X 5" T.S. COL.
VERT. S.W. SPRINKLER
WITH HEAD GUARD IN
INVERTED POSITION w/
DEFLECTOR u 'f5—trA>`1-
1 Y1 COL, 13-rai , - 5C -110k "A
N.1".5.
SCOPE OF WORK
ADD (1) NEW VERTICAL SIDE WALL SPRINKLER ON EACH OF (
T.S. COLUMNS AS SHOWN ON PLAN. (2 SPRINKLERS TOTAL)
GENERAL NOTES
1. THE BUILDING'S FIRE SPRINKLER SYSTEM IS EXISTING.
3. ALL NEW PIPING TO BE ALLIED "XL" OR SCH. 40 BLACK STEEL
WITH THREADED 125 Ib BLACK CAST IRON FITTINGS. .
4. ALL HANGERS AT THE ROOF TO BE HANGER "A", UON. ALL
HANGERS ON THE T.S. COLUMNS TO BE HANGER "B", UON. ALL
HANGERS TO BE INSTALLED IN ACCORDANCE WITH NFPA #13.
5. ALL SYSTEM MODIFICATIONS, DESIGN AND INSTALLATION, TO BE
IN ACCORDANCE WITH NEPA #13 AND THE CITY OF TUKWILA.
ti
ACCE
Without Comm
❑ ' As Noted In R:
�] Per The Attach
hese plans have been review
Prevention Bureau for conform
standards. Acceptance is subj
omissions which do not nuthori
TED
nts
d Letter
d by The Tukwila Fi e
nee with current citJ
ct to errors and
e violations of adop ed
standards 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
yesubmittal of revised drawings for subsequent approval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date:
fUKWILA FIRE L)EPARTMEN1
Please call: 575-4407
and give this job
No. e)-)-- 7
riC
and exact address for shut-
down or restoration approval.
By:
_II. LP
MAY 1,200
tgct1 SimplexGrinnell
Fire EXECUTIVE OFFICES•NOUSTON. TEXAS. USA
Security
LOCAL PHONE:
LOCAL FAX NO.:
LOCAL E—MAIL:
(206) 291-1400
(206) 291-1500
rslaughterOtycoint.com
SYSTEM INFO
SYSTEM
NAME/NO.
SYSTEM
TYPE
VALVE
SIZE
SYSTEM
AREA
LOCAL OFFICE: 9520 10th Avenue South, Seattle, Washington 98108-5062
IMPORTANT
In localities subject to freezing conditions, it is the owner's
responsibility to provide heat throughout wet pipe sprinkler
systems areas and in enclosures for dry pipe deluge and other
types of valves controlling water supplies to sprinkler systems.
This drawing and the information and design application herein
contained is the property of TYCO FIRE ,Sc SECURITY /
SimplexGrinnell and/or its subsidiaries and is loaned upon express
conditions that the same be returned to SimplexGrinnell upon request all
information herein contained shall be treated as secret, and
confidential; no reproduction of this drawing or any part
thereof shall be made without written consent of SimplexGrinnell.
Created by the SimplexGrinnell Design System , "All rights reserved".
Copyright by SimplexGrinnell 2001.
CONTRACT RESPONSIBILITIES
SYMBOLS
SPRINKLERS/NOZZLES
ITEM
RESP.
CITY CONNECTION
0111;5
UNDERGROUND
onV5
EXCAVATIONS
O I-Ek5
BACKFILL
Oi ltk5
WiRING
011-15
PAINTING
OCHt p5
- CEILING HT. ABOVE REF.
*13 C/L OF PIPE BELOW BOD gozi
E 1 C/L OF PIPE ABOVE REF. ci
HYDRAULIC REF. POINT El
LINE DESIGNATION
A1 MAIN DESIGNATION
- "- HANGER
* UNION -�
-0- GROOVED COUPLING (GC) -IV-
i-3 SCREWED CAP
GROOVED CAP
1—G SCREWED PLUG -5-
P-01FLANGED CONNECTION
GATE VALVE(SEE NOTES) .G. ELECTRIC BELL
FIRE HOSE ASSEMBLY �dat„" WATER MOTOR GONG (WMG)
FLOW SWITCH (FS) FIRE DEPT.CONN.(STANDARD)
MONITOR SWITCH
BUTTERFLY VALVE
ALARM VALVE (ALV)
DRY PIPE VALVE
WAFER CHECK VALVE
SWING CHECK VALVE
"311... FIRE DEPT.CONN.(FLUSH)
40A FIRE DEPT.CONN.(SIDEWALK)
.. POST INDICATOR VALVE (PIV)
KEY GATE SECTIONAL VALVE
- WITH ROADWAY BOX
�Q+ FIRE HYDRANT (3 WAY)
SYSTEM RiSER -47 THRUST BLOCK
INSPECTOR'S TEST ,�*.4. - 2&4- WAY SEISMIC BRACING
GLOBE VALVE (LO HIGH)ELEVATION CHANGE IN PIPE
ANGLE VALVE (NOT THROUGH FLOOR)
MANUF.
GRINNELL
MODEL
A
STYLE
VERT. SW
NPT
K
1/2"
5.6
ORIFICE
1/2"
TEMP(' F)
155
RESPONSE
STANDARD
FINISH
BRASS
ESCUTCHEON
N/A
NOTES
INVERTED POSITION ON COL
SYMBOL
QTY.
2
TOTAL THIS SHEET
ABBREVIATIONS
AC
AFF
BC
BOB
BOD
BOP
FDC
HV
NIC
NTS
OBJ
SP
TOB
TOP
TOS
UON
ABOVE FINISHED CEIUNG
ABOVE FINISHED FLOOR
BELOW FINISHED CEILING
BOTTOM CF BEAM
BOTTOM OF DECK
BOTTOM OF PURLIN
FIRE DEPT. CONNECTION
HOSE VALVE
NOT IN CONTRACT
NOT TO SCALE
OPEN BAR JOIST
STANDPIPE
TOP OF BEAM
TOP OF PIPE
TOP OF STEEL
UNLESS OTHERWISE NOTED
0
OUT
IN
APPROVALS
OUT i N L OUT
IN
CONTRACT NAME:
,L151\55 1\-100k15 IKO1 "H W".51"
1080 MAP..611\A. WAY 50
1"_KWI1.A, WA 98168
CONTRACT MATH: C3, I, NW - P.ALPH WI -L15 206-762-8818
5 ALE:
A5NOt I2
DESCRIPTION: COL -um
U 11� Pk'O Cf01\ PLAN
REVISIONS
HYDRAULIC DESIGN DATA
REM. AREA
NAME/NO.
HAZARD CLASSIFICATION
DENSITY AREA OF
GPM/SQ.FT. APPLIC.
HOSE
ALLOW.
SQ. FT.
/HD.
TOTAL SYSTEM REQUIREMENTS
GPM PSI AT
DRAWN BY:
kICK 51.AUGHS1;
CHECKED BY:
JEFF O'CONNnLI.
THESE PLANS PREPARED AT:
S�A111.�, WASHINGI"ON
ENGINEERING DEPARTMENT
CONTRACT NO:
41.007428
DATE:
,Aj j , 30, 2002
WATER SUPPLY
INFORMATION: STATIC PRESSURE PSI. RESIDUAL PRESSURE
PSI. WITH
GPM FLOWING
NO.
DATE
BY
REVISION DESCRIPTION
TEST LOCATION:
B Y:
TEST DATE:
DRAWING NO.
FPI OF1
777
L
Soor.Pc f7/
rrrn
•
•
REFLECTED CEILING PLAN
SCALE: 1/8tn=l'—o"
D
'L)7
fid
4 --
•
!- le 1 ° t/i it IIZ
igc S�rf.�ta c C -t I Jtr1.y Htgzi4 D
ALL M vtT: 4_1 4 L U L . ?i M.
Lag End Hangers
• Hanger Rings: UL Listed & FM Approved
■ Hanger Rods: Comply with NFPA 13
■ Machine Thread Rod Only
• Finishes:
O ,Standard Components
0 All Galvanized Components
1" - 25 4 mm
Components
1. Spring Clip Ceiling
Plate (optional)
2. Hanger Rod
3. Adjustable Hanger
Ring
Application / Description
No. 10 Hangers are designed for the support of piping
from any type of wood construction that n of adequate
thickness and width. Its primary use, however, is under
sheathed wood construction — that is, under wood con-
struction that has a finished ailing attached directly to Its
underside. Lath and plaster on wood joists is an example 01
such construction„
There are 2 components in a basic No. 10 Hanger: A
hanger rod that has a lag screw (coach screw) thread on
one end and a machine thread on the other. and an adjust.
able hanger ring. The hanger is secured to the wood struc-
ture by means of the lag screw thread provided on the rcd.
No other attachment is required.
As an option, the hanger may be Srrnished with a
spring clip ailing plate when a more frnbhed appearance
k needed in an area.
NFPA Requirements / Limitations
NFPA 13 has specific requirements and/or limitations
for the use o1 lag screw rods. The standard reads
The minimum thickness of plank end the mini
mum width of loser face of beams or joists in which
lag screw rods are used shall be ...
Nominal
Pipe Plank Thick nest
Sire
Maus win
Nominal Width
of Beam fan
Inches nom
—
2ii'— 3x"
4" — 6"
6"
3 76
4 102
4 102
4 102
2
2
3
4
61
61
76
102
Lay screw rods dull not be used /or support of
pipes wryer than 6''. All holes for lay spew rods &hall
be predrilled 1/8" /3.2 mm) kss An diameter than the
root diameter of the stag screw thnad.
ACCEPTED
[] WITHOUT C3MMENTS.
Aa I+`.TED 1:4 R °�
0 PER THE ATTAC .ED LETTER
The drawings affixed hereto in City ove been
rreviewed and accepted by y
f
Tukwila Fire De 7t, Additions, deletions
or revisions to these drdwin s after this
date will void this accept:.n;e and will
require a resubmittal of revised drawings.
Final acceptance is subject to field -
inspection by a representative of -phis
department
DATE:
CITY OF TUKWILA
575-4407
TUKWILA FIRE DEPARTMENT
Please call: 575.4407
and give job
No. 7n -
and exact address for shut-
down or Cestoration approval,
yt
I
1
M leGIty Atm J 'J Son
tT - 'LiNo
FaQr pQo�r��ao�
4932 WEST INTERURBAN BLVD.
BOTHELL, WASHINGTON 98012
PH. (206) 481-7669
/O.2 / x , /&j4LA_M- / Sv
DATE:1- I Z- c 5 1 DRAWN:
J N18i
rukw;t- fl twASi
SCALE:A‘S//ot„rou 1 1 of 1-
I
i'j