HomeMy WebLinkAboutPP - 18435 OLYMPIC AVE S - CASCADE ENGINE CENTER - PERMITS AND PLANS18435 OLYMPIC AVE S
ASSOCIATED PERMITS
14-S-272 95-5-294
12-5-130 94-5-070
10-5-198 93-S-122
08-S-430 77-S-1035
99-S-283
.inn mmis r_li
tR-i W • �Tc1JF-
12" 1PE17-4-4
b
1
Dv"
MSC ZZ•
{
PI PII•icR-4
ALTER C74AN LNC 1*!
TO
EtC2.06E TIE NEW
Cala LOAD' DOCK
iTOS-4
r��l
b4' 7��l:S�i �rrK����
se :eat
d��� vDJ • ;
::11.
PaJlplj V�• "
r vire a res
lnal ecce. a
• -Lyr a -•
A
-i
a
0111
fE
EI
Lf
. •1
c
r
011-10,A
PROPERTY LINE TYP.
rtncw1i.A FIRE DEPARTMENT,
Please call: 575-4407
and give this job •
No. 9
,5-----c4-0.9t/
and exact address for shut,
down or restoration approve{.
1111111111
mL67_04NEL.:_
MOo.4 a.s
/.:s -Ie 7D
V
UP NEW I¢Arts r
L t c; wP— P lei zz'e,.•►
NEW =NC.'
LOADICs • • • - t D .
X11111111
111
1
c_
SITE PLAN
NOT TO SCALE
FIRE .SPRINKLER GENERAL NOTES:
— — mannallipolt
OLYMPIC AVE.
all
1) The system 'is designed per NFPA 1113 for ordinary hazard
sprinkler spacing and ordinary hazard pipe schedule.
2) All piping shall be installed per NFPA 1113 guidelines.
3) All materials shall be new and U.L. listed or F.M. approved-
for use in fire sprinkler systems. /
4) A11 wet sprinkler piping shall .have a minimum of 40 F
the heating system will be provided by the owner.
5) All electrical wiring, underground piping, backflow prevention
systems, patching and painting of walls, and painting or paint
preparation of sprinkler.piping will"be performed by others. -
6} A11 hangers will be 3/8" eyerod, 3/8" lag bolt. 3/8" washer,
and pipe ring. - - -
1'l
5
T4\? 11 SME .
FireMasfer -
MASTER PROTECTION CORPORATION
505 Puyallup Avenue
Taconic WA 00421
•,E - - Tia - (20% 38a-3804
Seattle (200) 202-0120
Fax 1: (206) 303-3001
t\AANI-1-E.."Pr.--11)-7705
New r1P1N a
'TCMP
aX4ST1141C.1
!1 -
Gr�
155
•
(FIz'eMasi&)
I.MI• IICION COSPOWIHNI
•, 16,5°`SSv
SCALE: i'CS i.I
• W-
.. •
.s5
DATE : 1 1—rI
APPROVED BY:
DRAWN BYE.
REVISED -
Ta C L %tJca Ht El Cat -K -r 'W P 4
S� C-c�•{E1� FUt t— +T -k t C.-Aa-kT k,3 A.u..-
18435 OLYMPIC AVE S
95-S-294
- - 24 1< ]e = PRINTED ON NO. 10001 CLEAIIMINT •
.A‘1t4\��
�8�5 oL.YMa� a vEsy 67 {%' y
__ -
Sz1 L c,
DRAWINGNUMBER_
13,
-atc(k/G r//7
2
a, -
5--
-i W. ►7r'c.[ -
4-s 1Z. F' fy4..h til
24 X 341 PRINTED ON NO. 10004 cLEARYRINT •
0
b a b
ai
Pi PI r•1( F
r • o.
0=
0-1
NEW \.-IRr1C�1
l r 16,5-
t)!›? 6Sct)!›?
• 1r..
11-
-
ALTER C 4Aal LNG FENCE
TO ENCLOSE TUE NEW
CONC. LOAO'C's DOCK
ACCEPTED
ITHOUT COMM S.
AS NOTED IN RED LETTERPER THE ATTACHED
The drawings affixed hereto have been
reviewed and accepted by the City of
Tukwila Tire Dept. Additions, deletions
or revisions to these drawings afttthis
date will Void this accaptonce and will
require a resubmittal of revised drawings.
Final acceptance Is subject to field-
Inspe.cti3 l by a representative of this
departm+t
DATE:
CITY OF TUKWILA
575-4407
-TUKWILA FIRE DEPARTMENT.
l'Please call: 5)5-4407
and give this job
No,
'11
and exact address for shut-
down or restbration approval.
FIRE SPRINKLER GENERAL NOTES:
1) The system is designed per NFPA #13 for ordinary hazard
sprinkler spacing and ordinary hazard pipe schedule.
2) All piping shall be installed per NFPA #13 guidelines.
3) All materials shall be new and U.L. listed or F.M. approved
for use in fire sprinkler systems. /
4) All wet sprinkler pipingshallhave a minimum of 40 F -
the heating system will be provided by the owner.
5). All electrical wiring, underground piping. backflow prevention
systems. patching and painting of walls, and painting or paint
preparation of sprinkler piping will'be performed by others.
6) A11 hangers will be 3/8" eyerod, 3/8" lag bolt. 3/8" washer,
and pipe ring.
A
5
5-PriZ1►-1 k`t FSZ-
111
c TES
vk
-7 p c - • 4.` 67 r \ t-A4r>,1`,4 in t W c4.4Z41
44-Ol GA.I J E _
Firehl aster
MASTER PROTECTION CORPORjTIO
1
(H:'eJuasie:
.
W/IU1►POtICIIOK COM0041.011
SCALE: v1 F..V
DATE: (iRt`7R S
APPROVED BY:
605 Puyallup Avenue
Tacoma. WA 00421
Tacoma (206) 383-3004
Seattle (206) 202-0126
Fax #: (206) 303-3007
t. 4 T7OS
18435 OL_XAV 4-
NOV 17 4995.
DRAWN BY
REVISED
•
1
DRAWING NUMBER
7-v t -
1•
•
1" INSPECTORS
TEST AND AUX DRAIN.
6„
INKLER PIPING
z -o
FLEX
COUP'
(2)
EXISTING BUILDING
REMOTE AREA #1
NFPA-13 (2010)
ORD. GP. -2 .20/465
EXISTING SPRINKLER
PIPING Q 4-3 AFF
POINT 0
16-0
11/2" CONNECTION
AFF CUT -IN N TEE
VALVE
2x1 5 REDUCER
COUPLING ON
TOP AND BOT.
OF DRY VALVE
SCOPE OF WORK:
1. ADD NEW SPRINKLER PROTECTION OFF OF EXISTING 1%" AUX. DRY PIPING.
2. DRY SYSTEMS TO BE DESIGNED PER NFPA #13 ORDINARY GP. 2.
3. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA.
4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC.
5. TESTING PER NFPA #13 & CITY OF TUKWLIA.
CLARIFICATIONS:
1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F
(BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING.
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 ANY TYPE.
6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES.
DESIGN CRITERIA:
1. CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA CODES.
FITTER NOTES:
1. HANGERS:
ALL PIPE HANGERS IN ADDITION TO BE SIDE BEAM WITECH SCREWS SEE HANGER DETAIL 'B' ON SHEET FP1.
1 ALL PIPE HANGERS IN EXISTING TO BE SAMMY WOOD SCREWS SEE HANGER DETAIL 'H' ON SHEET FPI.
2.MAXIMUM HEAD SPACING 90 SQ. FT. AS HYDRAULIC CALCULATED.
3. FILL NEW PIPING THREADED PIPING TO BE EDDY THREAD JOINED W/ THREADED FITTINGS.
EXISTING AUX DRY VALVE-ISER DETAIL
EX1sTINl® In" E.T SYs-TE
SCALE:
CASCADE ENGINECNTER ADDITION
I A:1 _ .i I I'y1:
o v,:at.,c: t Comrints
Q As Nr-_ , F R. d
▪ Per_r -E _ kt1: -.heti 1 ett r
i Liv :`ito .+°e 1"v .,J 1-b L.�l
These plans heve been r` ic4Aed by The Tukwila Fire
Prevention Bureau fcr cont rmar, , _; ; current City
standards. Acce2t- s 4 . tc ;- o s and
omissions which GO not al2t;-:;ir I:e vky :- o s of adopted
standards and Ord.; ., :ces. The r espocsih.):ty for the
adequacy of des;:;, designer.
Additions, deleti,3r.s r icv.sions o 1:r+ ese drawings after
this date vu , .Y _ _ _ and will require a
resubmittal of r t.:visc1J Y t! suosizquent approval.
Final acceptance is s:..b:t-o:1=- test and inspection by
The Tukwila Fire Pr Iveni_:;.In 5aeau.
Date:"���►�'
REVISIONS -
HANGERS
TUKWILA FIRE DEPARTMENT
Please ca! 2 :-:,;"5-407 and
give this Fire Permit No.
l S -1'30
and exact address for shut-
down
hutdown or reraton approval.
HYDRAULIC DESIGN INFORMATION
SAMMY SUPERSCREW
ABBREVIATIONS WATERFLOW INFORMATION
SIDE BEAM BRACKET
SPRINKLER SYMBOLS
KEY PLAN
SCALE: N.T.S.
DATE DESCRIPTION BY A BEAM CLAMP W/ RETAINING STRAP
B
SIDE BEAM BRACKET
C
D
EYE SOCKET
AREA
NUMBER
CODE
HAZARD
SYSTEM
TYPE
NUT & PLATE WASHER
E
KWIK BOLT
REMOTE
AREA
SQ. FT.
DENSITY
OPMISQ. FT.
INSIDE HOSE
ALLOWANCE
OUTSIDE HOSE
ALLOWANCE
AREA PER
SPRINKLER
F
HDI -P
G
SAMMY SIDEWINDER
H
SAMMY SUPERSCREW
TOTAL SYSTEM
REQUIREMENTS:
COACH SCREW ROD
CEILING FLANGE
HYDRAULIC DESIGN INFORMATION
L
U -HOOK
M
SHORT STRAP
AREA
NUMBER
CODE
HAZARD
SYSTEM
TYPE
N
WALL BRACKET
P
TRAPEZE
REMOTE
AREA
SQ FT.
DENSITY
OPMISQ. FT.
INSIDE HOSE
ALLOWANCE
OUTSIDE HOSE
ALLOWANCE
AREA PER
SPRINKLER
TOTAL SYSTEM
REQUIREMENTS:
AFF
BOB
BOD
BOJ
BOP
BOT
CTS
FO
IFOW
OFOW
NAS
UNO
a F
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
BOTTOM OF DECK
BOTTOM OF JOIST
BOTTOM OF PURLIN
BOTTOM OF TRUSS
CUT TO SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO. SPRINKLERS
UNLESS NOTED OTHERWISE
RIGID COUPLING
FLEXIBLE COUPLING
STATIC
155 PSI
SYM
MAKE
MODEL
SIN#
TYPE
FINISH
K -FAC.
THREAD
ORIFICE
TEMP
CANOPY
QTY
RESIDUAL
74.4 PSI
O
RELIABLE
F1 56
RA1325
STANDARD UPRIGHT
BRASS
K=5.6
200°
6
GPM FLOWING
DATE & TIME
1969 GPM
xwxx/XXXX
PER:
LOCATION:
1" GLOBE VALVE
1" PIPE (5'-0" MIN.)
PER NFPA #13
1" 45° GALV. ELBOW W/ SMOOTH BORE
CORROSION RESISTANT OUTLET W/ A
FLOW EQUIVALENT TO ONE SPRINKLER
INSPECTOR'S TEST
VICINITY MAP
SCALE: N.T.S.
CONSTRUCTION, INC
CASCADE ENGINE CENTER
18435 OLYMPIC AVE. S.
TUKWILA, WA
FIRE SPRINKLER
PIPING PLAN
PERMIT NO: -
JOB NO: S12-40
NOTES:
TOTAL PROJECT SPRINKLERS = 6
TOTAL SPRINKLERS THIS SHEET
6
FIRE SPRINKLER DIVISION
7855 S 206TH STREET, KENT, WA 98032
PHONE 253-872-7222 FAX 253-872-7277
AUTHORITY: CITY OF TUKWILA
CONTRACTOR: Donovan Brothers
PHONE: XXX-XXXX
FAX: XXX -X) 18435 OLYMPIC AVE S
12-S-130
DESIGNER: P. DELGADO
SCALE: 1/4" = 1.-0"
DATE: 6/1/2012
REVISED / /
PLOTTED / /
FP 1 OF 1
HYDRAULIC DESIGN INFORMATION
_
THIS BUILDING IS PROTECTED BY A HYDRAULICALLY
DESIGNED AUTOMATIC SPRINKLER SYSTEM.
JOB NAME: CASCADE ENGINE CENTER
§YSTEM LOCATION: NEW ADDITION DRY SYSTEM
DATE OF CALCULATIONS: 6/6/2012
JOB NUMBER: S12-40
WATERFLOW
INFORMATION
STATIC PRESSURE: 155 PSI RESIDUAL PRESSURE: 74.4 PSI
FLOWING (GPM): 1969 GPM GPM FLOWING @ 20 PSI: GPM
DESIGN CRITERIA
DENSITY: .20 DESIGNED AREA OF DISCHARGE: 465 SQ FT
OCCUPANCY CLASSIFICATION: OR. GP -2
HEADS CALCULATED: 6 SPRINKLER MODEL: F156
K -FACTOR: 5 6 TEMPERATURE RATING: 200°
HEAD SPACING: 90 SQ FT
SYSTEM DEMAND AT BASE OF RISER
GPM DISCHARGE: 119.76 GPM2ESIDUAL PRESSURE: 78.17 PSI
HOSE ALLOWANCE: 250 GPM -
CONSTRUCTION, INC
• PHONE: (253) 872-7222 • FAX: (253) 872-7277
2x1 5 REDUCER
COUPLING ON
TOP AND BOT.
OF DRY VALVE
SCOPE OF WORK:
1. ADD NEW SPRINKLER PROTECTION OFF OF EXISTING 1%" AUX. DRY PIPING.
2. DRY SYSTEMS TO BE DESIGNED PER NFPA #13 ORDINARY GP. 2.
3. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA.
4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC.
5. TESTING PER NFPA #13 & CITY OF TUKWLIA.
CLARIFICATIONS:
1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F
(BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING.
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 ANY TYPE.
6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES.
DESIGN CRITERIA:
1. CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA CODES.
FITTER NOTES:
1. HANGERS:
ALL PIPE HANGERS IN ADDITION TO BE SIDE BEAM WITECH SCREWS SEE HANGER DETAIL 'B' ON SHEET FP1.
1 ALL PIPE HANGERS IN EXISTING TO BE SAMMY WOOD SCREWS SEE HANGER DETAIL 'H' ON SHEET FPI.
2.MAXIMUM HEAD SPACING 90 SQ. FT. AS HYDRAULIC CALCULATED.
3. FILL NEW PIPING THREADED PIPING TO BE EDDY THREAD JOINED W/ THREADED FITTINGS.
EXISTING AUX DRY VALVE-ISER DETAIL
EX1sTINl® In" E.T SYs-TE
SCALE:
CASCADE ENGINECNTER ADDITION
I A:1 _ .i I I'y1:
o v,:at.,c: t Comrints
Q As Nr-_ , F R. d
▪ Per_r -E _ kt1: -.heti 1 ett r
i Liv :`ito .+°e 1"v .,J 1-b L.�l
These plans heve been r` ic4Aed by The Tukwila Fire
Prevention Bureau fcr cont rmar, , _; ; current City
standards. Acce2t- s 4 . tc ;- o s and
omissions which GO not al2t;-:;ir I:e vky :- o s of adopted
standards and Ord.; ., :ces. The r espocsih.):ty for the
adequacy of des;:;, designer.
Additions, deleti,3r.s r icv.sions o 1:r+ ese drawings after
this date vu , .Y _ _ _ and will require a
resubmittal of r t.:visc1J Y t! suosizquent approval.
Final acceptance is s:..b:t-o:1=- test and inspection by
The Tukwila Fire Pr Iveni_:;.In 5aeau.
Date:"���►�'
REVISIONS -
HANGERS
TUKWILA FIRE DEPARTMENT
Please ca! 2 :-:,;"5-407 and
give this Fire Permit No.
l S -1'30
and exact address for shut-
down
hutdown or reraton approval.
HYDRAULIC DESIGN INFORMATION
SAMMY SUPERSCREW
ABBREVIATIONS WATERFLOW INFORMATION
SIDE BEAM BRACKET
SPRINKLER SYMBOLS
KEY PLAN
SCALE: N.T.S.
DATE DESCRIPTION BY A BEAM CLAMP W/ RETAINING STRAP
B
SIDE BEAM BRACKET
C
D
EYE SOCKET
AREA
NUMBER
CODE
HAZARD
SYSTEM
TYPE
NUT & PLATE WASHER
E
KWIK BOLT
REMOTE
AREA
SQ. FT.
DENSITY
OPMISQ. FT.
INSIDE HOSE
ALLOWANCE
OUTSIDE HOSE
ALLOWANCE
AREA PER
SPRINKLER
F
HDI -P
G
SAMMY SIDEWINDER
H
SAMMY SUPERSCREW
TOTAL SYSTEM
REQUIREMENTS:
COACH SCREW ROD
CEILING FLANGE
HYDRAULIC DESIGN INFORMATION
L
U -HOOK
M
SHORT STRAP
AREA
NUMBER
CODE
HAZARD
SYSTEM
TYPE
N
WALL BRACKET
P
TRAPEZE
REMOTE
AREA
SQ FT.
DENSITY
OPMISQ. FT.
INSIDE HOSE
ALLOWANCE
OUTSIDE HOSE
ALLOWANCE
AREA PER
SPRINKLER
TOTAL SYSTEM
REQUIREMENTS:
AFF
BOB
BOD
BOJ
BOP
BOT
CTS
FO
IFOW
OFOW
NAS
UNO
a F
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
BOTTOM OF DECK
BOTTOM OF JOIST
BOTTOM OF PURLIN
BOTTOM OF TRUSS
CUT TO SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO. SPRINKLERS
UNLESS NOTED OTHERWISE
RIGID COUPLING
FLEXIBLE COUPLING
STATIC
155 PSI
SYM
MAKE
MODEL
SIN#
TYPE
FINISH
K -FAC.
THREAD
ORIFICE
TEMP
CANOPY
QTY
RESIDUAL
74.4 PSI
O
RELIABLE
F1 56
RA1325
STANDARD UPRIGHT
BRASS
K=5.6
200°
6
GPM FLOWING
DATE & TIME
1969 GPM
xwxx/XXXX
PER:
LOCATION:
1" GLOBE VALVE
1" PIPE (5'-0" MIN.)
PER NFPA #13
1" 45° GALV. ELBOW W/ SMOOTH BORE
CORROSION RESISTANT OUTLET W/ A
FLOW EQUIVALENT TO ONE SPRINKLER
INSPECTOR'S TEST
VICINITY MAP
SCALE: N.T.S.
CONSTRUCTION, INC
CASCADE ENGINE CENTER
18435 OLYMPIC AVE. S.
TUKWILA, WA
FIRE SPRINKLER
PIPING PLAN
PERMIT NO: -
JOB NO: S12-40
NOTES:
TOTAL PROJECT SPRINKLERS = 6
TOTAL SPRINKLERS THIS SHEET
6
FIRE SPRINKLER DIVISION
7855 S 206TH STREET, KENT, WA 98032
PHONE 253-872-7222 FAX 253-872-7277
AUTHORITY: CITY OF TUKWILA
CONTRACTOR: Donovan Brothers
PHONE: XXX-XXXX
FAX: XXX -X) 18435 OLYMPIC AVE S
12-S-130
DESIGNER: P. DELGADO
SCALE: 1/4" = 1.-0"
DATE: 6/1/2012
REVISED / /
PLOTTED / /
FP 1 OF 1
FILE COPY
1_,-A/Lvc t-Wf
1-1
= - -
P4\i‘o\Lc
KoN
L(`R_Pkot\3
V LOLA-3) 01( /V5— Zools-1 At -V1 St- - 74-PP/zo>( 12.S I
ao fl. Th f SEI2 S riorn-1-/k_ 21 s Au; pur) o2-360-14
A
('SL 2 N-)3(
T7A
4 14
/.5"xl" f,icf Tr(
(As- ILL -r)
30011-1SPRO ftA,NJ_c Safri- 14 )
14- S.D-P-1 kW -1i Al2-E----A ivDvd S 4oaTE fJ So"ZrAyn c<i0/4
it4) rJ6--1 cOvgLL--71 Oy (3)ia •c Nor (9)/161,0c . OS) S F
_ R_J-NA A/01/J ouw,f,6 (Y) m----t3flj (5ic: stoE--)
/ a cf 3 Orm P,c_ S
I L:1 9/Wo
SCIZAI(&A --ro sac; ppmor 660
18435 OLYMPIC AVE S
08-S-430
_srr T6toi S LuciLe: _sr sekt-Re 9608
fiVe-
Otill\rc, 1 019 1MAA./J V:- SPDfts-t-- 9/1108
nit- /Lisp f -40.0()7a. 179q
dT Sie fms
r
MAIN
1 1
S of
f I Sc t
f I
Sr
Csk'111-‘1
(2,u0 SPL tvzust A PrN (0 Myr 8 "caoss rnArr
1)
-Vitft Phi L? or#ANDA-000 7011-52 .50/Z1
(5) l S (') £ It v A54-0
j )(J i N o Mal1g(4-&- iDi (, wP (t & ctsi)u r u
,) -rerneon swi tg) , i -oo Ncw Awe fair
t%�i s7 i b r!-c.ru rt /MI urn I7E-`0 .SCat ti/26 &A
-S4S7t-oil (c,iF f r afr S j(i) CJ J (l) 5i io1 c (i) Putt-)
AJE"`fJf ¢fit /44444 czYci2/}1,C Gl1!1 tom. c-pb-1-
l -f4- Q OD sc2 ! r) (,jt A- J)/2' H1M
Nom. '7 73 P NrIiiilicr ( 0E -A 7W (2410rj
PAIL
AUG - 4 2008
Tu <Wi a Fire
FILE COPY
eit-SMW Q
/` 43.E 40LeoPle, AVE -_c
Som c Eil AL1 F► e70110J/LA- M
gaffe P , av Luort
TO
e
t es t o
/
oio S sr-
2€)6 7�'L ,c5o )
JE t' E
20 2- 1
7
v
79'
Sir
OF 3
Co'.
i
PSS
sP
1 E3li 1 cg_
•
Qb F &in
-DQE S' & 4i t.. AND
SEs s 40 UM 3714,r
11
Ate'
tocN qtr
/1 if
XZ/n-
9REs s,A _
/$S°/L"- r
et
5(2-
(.acclvs
7A'1P61 s tr L /"ANO
1-0,..) := Ni D/2 i r i.
G,.�Fusc�
0-
8tdipa
T / 4g)
&AKA
6'Q Lk. a.1.1 -
AIN
-rAIN'
f
CitoSS,A -7-i O -
1A,AP01. An E S palm -
Z ellonn
464)(C iknFta Wet) ir
To r -A -f
.- rt- uvP
(ktvObwr
UN'S'
_ Low
PAI -& Nr
DathN
-(TAmKi t
.441{6
R-AdotiNtrP610
crtrotck .)
0
z7)41,1
,3I
)0
v
o&-- -(3
6430306, ArCS&2 tag & (Y1Pic fes" S
WeJ)'L-'J-
SAn4n.ac 1 A haam Maw W
silkm- P"Ar1 7J lti &amort-'
Sara
7b2-1`fes ( 2)6 762476
207-3 svikr sp' C3 ' (O
SPfZusi
FLIANs
Pokr I L ROZA s
P
p& V6127E1
No 100P r- I
D
Lis?) 4.v Po /0N rcS
h 72 r Z
21.4 S Aeu' D Th PrP
fliZqthxY1 ov CAN' -t
L�ICr.��le�
WrgbeS
(�CtS1t�
SPco
(F
1 tt-c,,
VAPAtrivmorna
52c froam gtftil
hor 713- semi
) MAA(
Sco9
POwTotc. �c'r'crr,r (Pair) %7)0s
LeCIO A acv iilifijx.L TID I� 714yrPfil rte(
S -'/3a
cite/Aix-416,a.r841
bk(L i- .,A-00
Vg/h- Ankr 3007)4 IA)
�L-krid c, Af E
Mau 72) Neui
t1/411464461.16--
7ran 670 s c- tx<' Sr- Alli-rw. r 4
,A,r,_, 1.106 Ih2 tLS O 1 Za, ?1Z. a
b4A-ol/t1t
3 °r---
C cr
S ieNI3 S
266 761Z ) L)
2 } \ htf-r-
3
er, job
/ LC'4--/ tt* g 34eal
f
----- :A.,
Timing uonuaAold 9M1elIkOli QUI
\q uogoadsul cts21sm pail ol parons si eouslelaoce-leuLd
lenaidde iunbaggr,s ;cj StE';01.Fiq_1. ;14C;c.,.110 te4tatoneei
e eilnbei reA04 pJv.,-.4-:-:i;c1-, i._:0A illm isleP v.141
iGlIE S8U1W-1107,--4'7;;-.411. -4 -,'-;!_,Z7,y; 5 iC <,z,:Cirl.-..V2P 'cti011!ppv
raru5s-i-.P 91-3 i';-"• !-!!''' '..'' j0 AZ)ertbGPe 1
eql lc; AZ..q.,..7:1)(-4-_'r 7:11 1,-,,,_i ! - -7 ----.---7 -- • :: : ' f:- (-; r ir scit,-.3.r...:usls
paidope Josuoil,.--?!:-2,A f7 ; '',,-:' -,-,r .•:'• ; ;:i..,,. SUOiSqUI0
':---'•i,/-' -spepuels
Alp luaiii13 1.,74; .74-- i--'.',7 ; ---'_-_,---J 1-,, :-=-7;,;_:!--=v, tio4ueAeid
W!d ep.mAni aqii.c. -:,7'.,-- - 7, 2.---„,,--,f-: ,7=3,-0,.i sucid aSOLI 1 .,
4;141 JCI
-CN.-SV
• S111.Litli0D11101.pAri
Gald333.
LJ
Li
rip% v,c) 4-o trkel-f %Aux) Go\ f) re4sp-co„2
TM7ORTAI1T HOTICE
Because of increased demand our
inspectors' schedules are booked
3-7 days ahead. Therefore, you
will need to call 206-575-4407 to
schedule your inspections a
minimum of 48 hours in advance
of the date you want an
inspection.
TUKWILA FIRE DEPARTMEM
Please call: 575-4407
and give this job
No. 02.-S
and exact address for shut.
loom or restoration approval,
NOTICE
Weld stamps must be
inspected before pipe is
hung. Do not paint piping
prior to hydrostatic test
approval.
SEE DRY PIPE
VALVE DETAIL
C) CMB
M7
\FM1> / i 3 9
3x1.5 CONCENTRIC
REDUCER 626 W/ 1.5' 90°L
sw1
RED
t SW1 /
1.5(5-0)
GOE
(MB)
�o
2
1.5
3
(S1)
T 1.25
1
SEE INSPECTORS
TEST DETAIL
17-4 ( 1
,94
RED
US
1 1OFF FF
B1
1247
AFF
1.5
-2
/ SW2
2.5'
BY SF
1.25
RE
4 NIS
0
8,7
3'-9"
SEE INSPECTORS
TEST DETAIL
6-5'
SPRINKLER PLAN
4
B
SCALE 1/4'=1'47
PIPE / FITTING LEGEND
NEW SPRINKLER PIPE
EXISTING SPRINKLER PIPE
3613 RED
G
1.25
1.25
et®
SEE DRY PIPE
VALVE DETAIL -
(M7>
1111.5
III e
RED
w 16-0
(FM1)
TYCO DPI DRUM
DRIP DO" AND
INSI3FCTORS
TEST VALVE
GALV. 1' 45°L W/
12' SMOOTH
BORE BUSHING
CONCRETE WALL
INSPECTOR'S TEST DETAIL
2 4
SCALE 1/2=1'47
of
EX ALARM
CHECK VALVE
EX. NRS CONTROL
1 VALVE WITH WALL P.I.V.
1 �8
(FM4)
:9 -
EXISTING
EXISTING RISER DETAIL
4
SCALE 1/4'=1'-0'
RISER EQUIPMENT LIST
( 2 ) TOLCO RG.9130
SWIVEL END
( 2 ) TOLCO FIG. 1001
1/2' x 3 3/4' HILTI KWIK BOLT TZ
( 31/4' MIN. EMBED )
(2) 1' ( 4-0) SCH 40 BRACE PIPE
4WAY EQ BRACE '1'
CONCRETE WALL
12' x33/4' HILTI KWIK BOLT TZ
( 31/4' MIN. EMBED )
TOLCO FIG.980 SWIVEL END
2' MIN. EXCESS PIPE
r THROUGH FAST CLAMP
lor/
SCH 40 BRACE PIPE
` TOLCO FIG.1000 FAST CLAMP
LATERAL EQ BRACE '2'
MIN. 1/2 DEPTH
OF BEAM
CTS 1/7 x 12'ATR W/
(2) 12' NUT AND WASHER
TOLCO RG. 980 SWIVEL END
SAMMY SCREW
STEEL DSTR1
-- 3/8' ATR
`SPLIT RING
HANGER DETAIL 'SR'
in
( 2 ) 3/8' x 33/4' KINKBOLT
(1 5/8" MIN. EMBED )
W/ NUT & WASHER
r2' MIN.
STRUT NUT
NUT W/
SQUARE WASHER
12" ATR
- HANGER RING
HANGER DETAIL 'WB'
45°-59°
FROM VERTICAL,IN. 1/2 DEPTH
OF BEAM
1' (2-0) SCH4O BRACE PIPE \'
TOLCO R 1001
G. '
\��y///-////j
1' MIN. EX PIPE
PE
THROUGH FAST CLAMP
LATERAL EQ BRACE '3'
ITEM QTY. SIZE
DESCRIPTION
MANUFACTURER MODEL 1
❑3
1 2°
INCLUDING
1 90 GAL.
1
PRETRIMMED DRY PIPE VALVE
BUTTERFLY VALVE W/ TAMPER SWITCH
AIR COMPRESSOR - W/ SFS TANK
AIR MAINTENANCE DEVICE
CANOPY WEST SECTION
0 4 B
SCALE 1/4°=1'-0'
t3
.5(5-0)
FM7)®
DO 3 3
//G0E \ 3x1.5 CONCENTRIC
OVA ,
REDUCER B2BW/1.590°.
RED
4'3'
1.5
17-4
1.5
3
\4O
4 _L
SEE DR • IPE
VALVE DETAIL
CONTROL BOOTH
WALLS BEYOND
CANOPY NORTH SECTION A
0 4 8
SCALE 1/4'=1'47
RED
3
MSSM6\ /
CMB
O <O
2x1.5 REDUCER
COUPLING ON
TOP AND BOT.
OF DRY VALVE
RED
aw
'�3-0 3
NEW DRY RISER DETAIL
0 2 4 1
SCALE 1/2'=1'-0°
FM1
REUABLE
GAST
RELIABLE
DDX-LP - 6505020020
1 LAA-32-M100X
A2
}4 4 f -T --I) 3 4,)--
i
_3 (}3X4-4,)4
I NEW DRY VALVE
LOCATION
6E) -
I
Im1
I 1
I �
`) - (.)
I I
ENGINE TEST
CONTROL BOOTH
LOCATION
(
(). 1 - () -. - .(.)- -...
I
11
o,
I �
6 - H-
1/7x17 ATR W/
( 2 ) 12' NUT AND WASHER
f-TOLCO FIG. 980 SWNEL END
pin(4-0) SCH 40BRACE RPE
45°-57
FROM VERTICAL
3111111111111111
TOLCO RG. 4L_71
PIPE CLAMP
LONG. EQ BRACE '4'
EXISTING ALARM
PANEL OCATION IN
ELECTRICAL ROOM
ENTRANCE TO
ELECTRICAL
ROOM
I �
<FM4>
()8.; 4 f) _ 3 (- 3 -(�)
il'm'
uv -
I
4 1 4
t 6
)-
1
CORRIDOR
ELECTRICAL
ROOM
EMPLOYEE
BREAK ROOM
FULL HEIGHTI WALL
AT MEZZANINE EDGE
ENGINE TEST
CANOPY LOCATION
NEW INSPECTORS
TEST LOCATION
-106'-0'
RC
i;.
SPRINKLER LEGEND
- EX. RISER
LOCATION
W/ WALL P.I.V.
HYDRAULIC KEY PLAN
0 10 20 30 40 50
SCALE 1' = 20
ABBREVIATIONS
SYMBOL LEGEND
ADD A FENDER WASHER TO
THE EX. 3/B' ROOF SEAM
NUT TO SECURE THE STRUT
WELD A 3/7 TAPPED SQUARE WASHER
CENTERED ON THE UNISTRLIT
IF NECESSARY LOCATE NEW
HOLES IN STRUT TO MATCH
THE EXISTING BOLT SPACING
2-0' LONG x 15/8' x 15)8' x 12 GA
PS 200 EH UNI STRUT
��``/� SEAM OF cw
METE# ATFL
�� TOLCO FIG. 75
SWIVEL 3Ai'ATR
ATTACHMENT
(III-: '- 3)8" ATR
- HANGER RING
HANGER DETAIL 'US'
WOOD ROOF PURUN
SAMMY SCREW
WOOD GST -30
3/8"x16-0' ATR
3/8' ATR
COUPUNG
3/7E10,7 ATR
HANGER RING
HANGER DETAIL 'SW2'
HANGER DETAIL'SW1'
/8/35 � ,jc r°s
FITTER/LISTER NOTES
1. SEND 80' OF BULK 3/8" ATR FOR CTS HANGER RODS
2. PITCH MAIN PIPING 1/4" PER 10', PITCH LINE PIPING 1/21' PER 10'
3. SEND A TUBE OF SILICON SEALANT TO SEAL PENETRATIONS IN CANOPY
4. EXCLUDING WORK ON OVERTIME OR AFTER HOURS.
5. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER
SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES.
GENERAL NOTES
1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE:
STEEL PIPE ASTM A - 795 OR BETTER
PIPE
SIZE
SCHEDULE
WALL
THICKNESS
INTERNAL
DIAMETER
END PREP TYPES ALLOWED
wOF"aN
"T8"/ WE
18 081DNB
1
40
0.133
- 1.049
THREADED, CVT GROOVED, ROLL GROOVED, PLAIN END, POLISHED
2.05
0.044
1 1/4
40
0.140
1.380
THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED
2.92
0.078
1 12
FLOW PIPE
0.095
1.710
ROLL GROOVED, POLISHED, PLAIN END (FOR BMT WELDING)
2.83
0.122
°1 WALL THICKNESS PER NFPA # 13
2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( 1 I 1 ) WHICH ARE FLEXIBLE.
SCOPE OF WORK
SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM BY ADDING AN
AUXILIARY DRY SYSTEM TO PROTECT THE UNHEATED ENGINE TESTING CANOPY.
CLARIFICATIONS:
1. ALL AREAS CONTAINING WET SPRINKLER PIPE MUST BE MAINTAINED AT
40°F IN ORDER TO PREVENT FREEZING DAMAGE.
EXCLUSIONS:
1. ANY WORK OUTSIDE THIS TENANT SPACE
2. PAINTING OR LABELING OF PIPE.
3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS.
4. ELECTRICAL OR ALARM WORK OF ANY KIND.
5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED)
6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM
BEYOND THE SCOPE DESCRIBED ABOVE.
DESIGN CRITERIA:
PER NFPA 13 2007 AND THE CITY OF TUKWILA
EXISTING CRITERIA
RACK STORAGE
NEW DESIGN CRITERIA:
AUTO REPAIR FACIUTY
ORDINARY HAZARD II - .20 GPM / 1950 SQ. FT.
HYDRAULIC CALCULATION DATA
DRY SYSTEM CAPACITY = 10 GAL.
ACTUAL DENSITY: .20 GPM / ENTIRE AREA
DEMAND AT BASE OF RISER
415.5 GPM AT - 121.7 PSI ( 250 GPM INSIDE HOSE ALLOWANCE)
WATER SUPPLY INFORMATION
STATIC 155 PSI
RESIDUAL 74.4 PSI
FLOWING 1969 GPM
LOCATION OF TEST OVERHEAD SYSTEM BASE OF RISER DEMAND
DATA SUPPUED BY RISER PLACARD
ELEV. OF FLOW TEST: 0' AFF
REVISIONS
SITE PLAN
SYM
EXISTING
NEW
RELIABLE
REUABLE
RELIABLE
RA1325
RA1335
RA1335
SSU
HSW - REC
HSN
F1-56
F1
F1
BRZ
CHR
BRZ
F1
5.66
5.6K
5.6K
12'
12'
1 /2'
286°
155°
286°
6
1
1
TOTAL NEW
AFF
SOB
BOO
BOP
SOT
1115
FO
xaw
NAS
Uta
ABOVE FINISHED FLOOR
B OTTOM OF BEAM
O 011011 OF OECD(
B OTTOM OF .OMT
BOTTOM OF PURUN
B OTTOM OF TRUSS
CUT 10 SLD
HELD ORDER
NODE FACE OF WNL
OUTSIDE FACE OF WNL
140 AUTO. SPRINKLERS
UNLESS NOTED OTHER ASE
BOD
0
CENTERUNE OF PIPE TO REFERENCED
STRUCTURE IN INCHES
2 -WAY EARTHQUAKE SWAY BRACE
LEI I tR INDICATES TYPE
4 -WAY EARTHQUAKE SWAY BRACE
Lt I I SR INDICATES TYPE
HANGER LOCATION
ELEVATION ABOVE REFERENCED
POINT IN FEET AND INCHES
HYDRAULIC CALCULATION NODE
FLEXIBLE COUPLING
RIGID COUPLING
NO.
DATE
BY
REASON FOR REVISION
BUILDING INFORMATION
MAINTENANCE CONTACT
MAINTENANCE PHONE :
ALARM COMPANY :
ALARM PHONE:
ALARM CODE :
ALARM PASSWORD:
FIRE DEPARTMENT :
NTS
CONTRACT WITH
CASCADE ENGINE CENTER
18435 OLYMPIC AVE S
TUKWILA WA 98188-4726
PROJECT MANAGER : MELISSA BIRT
PHONE : 253-867-2034
CELL : 206-498-2124
FAX : 206-764-3832
EMAIL : MBIRT@CASCADEENGINE.COM
FIRE DEPT. PHONF"
18435 OLYMPIC AVE S
10-S-198
Z
Fr
0
W
0
0
W
CC
L00
Y
-)
Z
0
U
52121/ $1
s 18Ch54
S10611,St
D=
MS eny eiepse„ep
SW 431G S)
8
Z -12(11 5)
5 aay 4102
j,
AREA MAP
Ax .r, CASCADE ENGINE CENTER
I
14 18435 4NGII OE TEC CANOPY - DRY SYSTEM T.I.
sir
TUKWILA, WA
NTS
PAID
SEP 10 2010
TUKWILA FIRE
-.-11-,44c7 /
SMITH FIRE SYSTEMS, INC.
5F5
1106 54th AVE EAST
TACOMA, WA 98424
CONTR. REG. NO. SMITHFS1360T
Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350
CERTIFICATE OF COMPETENCY STAMP
DESIGNER
PROJECT MGR
DATE
SHEET
JOB NO
JOHN R.
L. LUVAAS
9-9-10
1 OF 1
T110122
3 Fie
-
- • • 3.V°7.:' F.-CI-CPted
;17--Jf. the
•!'! dravfigf:;3fter
tr)!5. cam vai4 require a
reubrria-tai o fPr subsequent approval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
B .c1(
)1:
Date:
iwsvtILA FIRE DEPARTMENT
Please 575.447
ant give this Job
No. /0-S- iq
ind exact address for shubi_
'own or restoration aoorova
EXIST M R 11\1 a 10'- to" AFF
- LINES o I1`- Z"AFF
NEW LI1JEL e ICY -10'' AFF
Ili- 9p" —
c11-5" —
%4xtLl ® 1b" OC.
0
9
_1r)
A`J.X X-) 7._
EL VATION
2y'- 2"
y' -(D' i '1'-(p'
I I
8' o'
i I 1
.
-- -
�t ,-
'7-s ^-,Ii 2
r- reE 1, — par...,_—A - _,- ,-oz
• 1
-1
sr' PEE
a t i
�=— -- — —TO P,1SE2
I_ RN VIEW
OLYMPIC_ AVE_ SO.
GENERAL NOTES:
1. Ordinary hazard pipe schedule wet system with head spacing
at a max. of 130 sq.ft. per head.
2. Installation to conform with N.F.P.A. pamphlet No. 13..
3. All material to be new and U.L. approved.
4. All welding to conform with AWS D10.9 and to be performed
in the shop.
5. Use EsL.T pipe for lines & schedule 10 pipe for mains.
6. Protection of heads from paint, by others.
7. All electric wiring, by others.
SPRINKLE S
CEN I , MODEL , 5 S P, 1/2", I 1,..5°, \R7 1b!/ `10I'5
HAN GEZS
RAINIER 1NDLASTRIE5 1VEW
FRIUT RM.
CZ) 8" RISES g
SITE PLAN
ND SCALE
U NOOKS AND/0t_ L CLIP .3/s"PTR RING
REPLf C,F_ VI C_ CAP W/ TEL
AND CA• P (SLOPE UP)
ACCEPTED
Without Comments
❑ As Noted In Red
❑ 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
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
resubmittal of revised drawings for subsequent approval.
Final acceptance is subject to field test and inspection by
The Tukwila Fire Prevention Bureau.
Date: 7/8/5.' By:
18435 OLYMPIC AVE S
99-S-283
TUKWILA FIRE DEPARTMENT
Please call: 575-4407
and give this job
No. 9F- - 8.3
and exact address for shut-
down or restoration approval.
cn
PR'''' ' ' FAINIEIZ
7 U1 W
LNDI TRI• S
P1 S
/Uv
ILAO L W °\? l B
ILE
S Alm: vg•=1'-0
APPF4V110 Cts -C: -
C 1 1 l OF VttK�V` ILI;
tom! aEl0
REV:
cin, 9_1_ q�
1m -E' F \1Z_ SPRINKLE[_ 71_
INEYNN PR\N T ROOM
FIRE: ONE .IMC - C2t) 5-15-03.1k
20Co5Co S4i'- AVE SG KENT ,WA 9E SS
1 ow" G' mo:
3 I
13C°°11
IN I'47<1'4 xI°
l r -rEE i+rro ExlsTz',. ®"-
L-1 E• CS R.+4,r_e"S)
(4114- cfiEr+. 1
4
e
4.<D -to ti‘
EX-MU-1
EXTMU-1o1Z
VL
-
�ST7a1 RS
Nit vuu_
wPw
I
-
1
1-
ACCEPTED
Oak WITHOUT COMMENTS.
[j S NUTED IN RED
❑ PER THE ATTACHED LETTER
The drawings affixed hereto have been
reviewed and accepted by the City of
Tukwila Fire De2t. Additions, deletions
or revisions to these .;‘..:wings after this
date will void thi an will
require a resu'onIittbI of revises drawings.
Final .�ce,,t_,.Q is slfile;t t ;i= li-
ins;.e.':i.-t .y 3 r2;.,resentath(e of this
DATE:�3 EY:S�. _ ..�._....._._
CITY OF T: KWIIA
515-4401
TYPE
MFe./ MO1,6L
APPP-OVALS ecou MEP
T
+1
t
(ti
0.
4
RLE
--rte o�
11-1012-1,-
PLAN
orzK
PLAID
TUKWILA FIRE DEPARTMENT
Please call: 575-4407
and give this job
No. , j 2 2-
and exact address for shut-
down or restoration approval.
GDMP.AGT NAME:
AN I X i E- 1/./A2 -E kti e
I `-, 45- O t-ym P+ L me,
ZU-Vu 1 1—it'.I 'VA
`f i \
1993 18435 OLYMPIC AVE S w
MAY 2 -4 , 93-5-122
GENERAL NcsTE .
1 _ - ; Fire Systems West `°
4
'- 219 Frontage Road, North • Suite B • Pacific, WA 98047
ASD SP tZI N Y E c.. ,A f4ekt4 fi=ULL -. a-rr,
ANAS PG -PA.
PHONE: 206-833-1248 • FAX: 206-735-0113
PwG,
f73� s77—/O-0,
15-f
Jim Ruark
ONCE'
5/7-1113
J0P 4o.
A-7o3o
SHEET
IOFI__.y
Bpi idin Ion r 1=›la.rik
UP
COO
A
W
A'
0
EPTED
THOUT COMMENTS.
NOTED IN RED
R THE ATTACHED LETTER
The drawings affixed hereto have been
reviewed +nd accepted by the City of
Tukwila Fi e Dept. Additions, deletions.
or revisio s to these ..r -.:=wings after this
date will ' oi1 tai :s?tame ani will -
require a esubrnittai oaf reiised drawings.
7.ga.pt nce is subs ct t) fi1l1-
i.3n by a representative of this
insper
devr
-Y-BY:
CITY OF TUKWILA
575-
111111•101111=1111ft
L9c0+artd
VOINIMMINI
EXISTING CONCRETE PANEL W'
EXISTING INTERIOR WALLS TO F
EXISTING WALLS TO BE REMOV.
NEW STORAGE WALL
NEW WALL INFILL
TUKWILA FIRE PARTMEZYP. FOURPLEX OUTLET
Please Cali: 575-4407
and give this job
No. 9 ,5070
and exact address for shut-
down or restoration approval.
I<eyr co -t s CD -r
CXt'7 h�'�tZS
1. CARPET FLOORING
2. NEW DOOR AND FRAME TO MATCH EXIST
WRAP EXISTING POST WITH GWB AND PAI
STORAGE AREA
MED EXIT DOOR
APR 1 4 1.994
11'60 A6LEVV-2i0t!
*A-9jr7 e,I,YMt?Ic- 4Vf �7
p41' v44
Ira ladr jFpI n-
18435 OLYMPIC AVE S
94-S-070
\`w2
fry
'is
s-
'c
-«»
w
44.53
,
,
/\ � --A -' -a
\� � 4=J
,#�
`«« {-
-143
- _
TS 1S.AS NOLLN3A3Yd 2�
_ ,
_ oAV -
-
/g rGlijj�
:-24
4.
2-
-
% It
.44
!
77.
t
» -\
-471
%o
%
v.44-- + _
1,
1-4
—VALVE .140,11:_eito• ',AA. -
-Cotv 41.2-1"et; 04711.4 7111 AT:4:7
-444
tt
4
r
et '5 ret al
Titot.ou:r- 5142e.be--. pi
<d) Tasr - pare- CL. p.L*0- ST-Aiellt44tectLS
0 191;c. ()Joey -A. perw:i+ retoir4
Fri:r je, 7e- 40 ea tk-0, rel ssr-eld
6X 314E4V
44.
-10
roe. zwapen0
444*.arlar.araz .46141.1.abairvvr -447— 7' r4
4.4
CoNceErryiewr
11 gt
Ti 1-
ar
3.5
4-3
4 -
P2CfpGre-Tiel.. LA 14-4)..4
G.
.444
41
44.
1
.14
1/6
CS-
Nit
6eti- ret -
o- Rosr
NDle.A roe
Fi Aka CA
/144" iaT24 3i -8° --2#- 3 "- it .1.34
bibecigutheivECK-
EX/571We? "sr -
MODEL- 6-2 0
CO
/2X iCs-
•
-33
TIRE DEPARTMENT TO BE CONTACTED
TO WITNESS THE FOLLOWING TESTS t
1 Underground Visual Inspection
I Underground Flushing
- 5 Dry Valve Trip Test
APPROVED
AS NOTED
The drawings affixed hereto have been;
reviewed and accepted as meeting or'•
exceeding minimum requirements of the:
City of Tukwila Fire Dept, Bureau of Fire:
Prevention Additions or revisions to these,
drawings after this date shall not bet
construed as being approved or reviewed.
lqi.Y 2 3. t977
- CITY OF TU ILA
_ BUREAU OF FIRE PREVENTION -
44
TUKWftA FIRE DEPARTMEHT_ 244-1221
1e3
VA"!
CITY OF TUKWILA -
APPROVED -
er
MAY 1 1977
FIRE _ -
PREVENTION
SYSTEMS,! -NC.
682-6316 SEATTLE • WASH 96109
Offices Seattle - Portland -Anchorage -Spokane ,L
BLEDC:1*'1C) -
18435 OLYMPIC AVE S
77-5-1035
Cr -
.108 NO
77-30
DWG NO
DRAWN
DATE
SCALE
444
re+
i
•
•
r I 1_11
•
1
-444-4
4
it
��
'� et SE
1
to
1-0
4
01
•
0
CaCt
44.4
Ir
41 0
tE
4
•
a.
444
6X 3 Am y
c..44AINE-CTIO it)
to e,(114
441
44 4
4-44
I/ cal
•
VALDE' rAPPEr•
tfli
646
icoisvc,eerr war
use
•
•
Cr- 6,e/NARI1
161/0347,11JAV BOX',
N
•
1
-.3.-4.4444444434-444
•
"Factory Mutual Engineering
T Changes Indicated and
Liability Of FM
- Policy Coverage -
APPROVED--
At/FOOTED
flit dtawings affixed hatittn tone been
niviewed and accept*d as mooting or
City of Tukwila Fira Dot., eatteau of Fire
Prevention. Additions or ratittasos to these
drawings after This data sittibi not be
constrised as Wing appinvoll4w
444.4
BUREAU of ORE ,141401011710141
•
Division - Plans Accepted Subject
Comments in Transmittal Letter -
Co's Is Limited To Their Inprance
PREVENTION
SYSTbylS;INC.
At -
(206)
682-6316 SEATTLE • WASH 96109-7
Offices Seattle-Portland:Anchorage:Spokane
ocil
77-30
DWG NO.
DRAWN
eADIZE
DATE
4514-77
— SCALE
4
—
44.44
44444.44
•
is
rt=
zE
5
{
1 4
-
'
t 3
t
F
1.5
•
t
1
213 7 ..
24 -r"
1
J
24 /
Air
fi
5 foie
6--
11
F 0
of
to -3t-
1/ d"
1
1
[
11
11
1
e54•x 34- 4 e_
-.-01 '-4 X a' : '16 C
5-451.4
4
31'
2Z1 4 .
-7 -B."
}
//y
Ali f 2 Mill BOP
•
•
-7
1
a
4
//4
‘.01
/4,
A LL LINES //V (mNDEc
MEZ ZA N !NE A eet►
'UN Q l8"¢ ,30D
TYPICAL UNt-ESS
/V OTEr,
IRNG ,14t1 -10-
A' As x i-io-
A'Arx Sic
AtP
s
x9.
oct
Ofb
4,1.5 Vic-
/
Osossams
•
44ce .4 es e
e As
.4 4 5.0.5 5-55S4s5-5554445-.55.5
OS
-
rt
11
4, -
4,1
114,
o
o
-,54.55115
-4
vi
5114- WC -
44
-5555-.45
555455.-45-5-59-7.495455-51551,57
err ,Ar
4
c8 4
,5.115155-55
sni
Of -
.40
.644A .r.Z84e
1,4
/
51
191
S
11
0
NQ
8 O"
2/0m 7t2'
L4 — 7
/2 Q'
Jr 5M -7'' /2 O" 6 O
:ffluriumasiotumnamummil munmin
11411111111111111 II Min
II iimm
1111111111 11111111111111111.1111 111111111
im
,:1117111. 11111111111111111111
slam! 11M111111111111111111111111111111
11111111111111111111.1111111111111111111
o
N.
o
-
41
NI CO
Op
KA 0
NI 0
r 11111111111111111111111111
1
•
0
N 10 rompionmems
mimmog
I !Mil 11111
Immo
mom
Era!
--nnum91
I 11111111i
mum umummem
nor mom
mi
1
55.05
.15
•
0
o
0
44.
•
0
•
0
Ofrk
it 0
lo
IIIIIIII
1111111 111111111111
I 1111111111 011111M0011111111
-
•
AP
515
:,43.-: X.:01 1 tr: '''''' - -'
421- _7_ A., ss :,
co cc
- 1-
7.
,r41::: 21:4 g,:&
_,....,4:7_, _ It 11:- ..-40 1%.f CO
- -74 4 ----"-'-47S ..--' ';:::--::-
515
FACTORY MUTUAL ENGINEERING ASS
SEATTLE BRANCH OFFICE
PLANS ACCEPTED SUBJECT TO CH -ANDES INDICATED AN CO
IN TRANSMITTAL LETTER
In ton a d w II ly b g en when maten Is a d tests have been certified using
Nat °nal Automat c Spr kler d Fire Cc trol ASSOCI8t10/1 Form 85 or equivalent. A
s p t fo m sho Id b s bm tted fo each iser This acceptance Is void If there
ar flu esce t lights :4r oth bst ct cns n t cle ly shotwn on these p ints. Lia
/44
cit
Qa
MMENTS
Revtewed by
ROVED
The drawing al xe
reviewed and accepted as meeting
City of Tukwila Fire Dept., Swam of Fire
Prevent= Additions or revision to these
drawings alter this date stall not be
construed as being Appsesst reviewed.
JUN 9 i97T -
CITaf TICK
Q.
Lo
eL
Ci, fk1
DX. to
6132-6316
-ARE -
PREVEICITION
SYSTEMS, INC
500 JOHN ST
SEATTLE WAS1-4 98109'
_ _Offices Seattle Portland Anchorage Spokane -7
Tai<444 7414SH/N67-#041
HOS THIS SHT
250
DW
77-30 cr4
DRAwN
DATE
-zs 77
SCALE
-01166-4
.5-s .44 111314fttZ5•54,6,
0
1" INSPECTORS
TEST AND AUX DRAIN.
1' INSPECTORS
TEST AND AUX
NEW- ADDITION
EW AijTO\
SIDE BEAM BRACKET
16'-91W Bottom of
square tube framing for
new roll up door.
SAMMY SUPERSCREW
1" GLOBE VALVE
REMOTE AREA 11
NFPA-13 (2010)
ORD. GP. -2 .20/617
CORE 3' HOLE FOR NEW
SPRINKLER DRY PIPE
0 16'-5' AFF.
L- 1" 45° GALV. ELBOW W/ SMOOTH BORE
CORROSION RESISTANT OUTLET W/A
FLOW EQUIVALENT TO ONE SPRINKLER
INSPECTOR'S TEST
16'-91,x" Bottom of
square tube framing for
new roll up door.
SCOPE OF WORK:
1. ADD NEW SPRINKLER PROTECTION OFF OF EXISTING 11/21 AUX. DRY PIPING.
2. DRY SYSTEMS TO BE DESIGNED PER NFPA #13 ORDINARY GP. 2.
3. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA.
4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC.
5. TESTING PER NFPA #13 & CITY OF TUKWLIA.
CLARIFICATIONS:
1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F
(BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. •
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 ANY TYPE.
6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES.
DESIGN CRITERIA:
1. CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA CODES.
FITTER NOTES:
REMOTE AREA #1
NFPA-13 (2010)
ORD. GP. -2 .20/617
1T-7 AFF 18-8'AFF
1'J'h' BOO 1,4 W 8
1. HANGERS:
* ALL PIPE HANGERS IN ADDITION TO BE SIDE BEAM W/TECH SCREWS SEE HANGER DETAIL 'B' ON SHEET FP1.
* ALL PIPE HANGERS IN EXISTING TO BE SAMMY WOOD SCREWS SEE HANGER DETAIL 'H' ON SHEET FPI.
2. MAXIMUM HEAD SPACING 90 SQ. FT. AS HYDRAULIC CALCULATED.
3. ALL NEW PIPING THREADED PIPING TO BE EDDY THREAD JOINED W/ THREADED FITTINGS.
CORE 3" HOLE FOR NEW
SPRINKLER DRY PIPE
@ 16'-5" AFF.
6" POINT OF 11f�' CONN :CTION
0 16-4 AFF NEW G N. TEE
IMENIONAMINIUM
12-0 , EXISTING BUILDING i 5P
1 LER N.AIN 75-0
CASCADE ENGINE CENTER ADDITION
SCALE: 1/4" = 1'-0"
ACCED
D Without Comments
As Noted in Red
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for conformance with current City
sltndards. Acceptance is subject to errors and
omissions which do not authorize violations of adopted
- andards and ordinances. The responsibility for the
�Jdquacy of design rests totally with the designer.
Additions, deletions or revisions to these drawings after
tris 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.
Date: ��-2 By:
Try +?54- rev . ,e.\:
DATE
DESCRIPTION
BY
A
J -«
-11KWILA FIRE t TMEJYi'
Please Call 206-575-4407 and
neve this Fire Permit No.
7 nd exact adaress for shut
own or restoration approval.
HANGERS
HYDRAULIC DESIGN INFORMATION
BEAM CLAMP W/ RETAINING STRAP
6/11/12
INSTALLATION
PD
B
SIDE BEAM BRACKET
EYE SOCKET
G
LEI KWIK-BOLT
F HDI -P
G SAMMY SIDEWINDER
NUT & PLATE WASHER
AREA
NUMBER
CODE
HAZARD
SYSTEM
TYPE
REMOTE
AREA
SQ. FT.
DENSITY
GPM/SQ. FT.
INSIDE HOSE
ALLOWANCE
OUTSIDE HOSE
ALLOWANCE
AREA PER
SPRINKLER
H
SAMMY SUPERSCREW
TOTAL SYSTEM
REQUIREMENTS:
J
K
L
COACH SCREW ROD
CEILING FLANGE
HYDRAULIC DESIGN INFORMATION
U -HOOK
SHORT STRAP
WALL BRACKET
TRAPEZE
AREA
NUMBER
REMOTE
AREA
SQ FT.
CODE
HAZARD
SYSTEM
TYNE
DENSITY
GPM/SQ. FT.
INSIDE HOSE
ALLOWANCE
OUTSIDE HOSE
ALLOWANCE
AREA PER
SPRINKLER
R
TOTAL SYSTEM
REQUIREMENTS;
ABBREVIATIONS WATERFLOW INFORMATION
AFF
BOB
BOD
BOJ
BOP
BOT
CTS
FO
IFOW
OFOW
NAS
UNO
—$F
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
BOTTOM OF DECK
BOTTOM OF JOIST
BOTTOM OF PURLIN
BOTTOM OF TRUSS
CUT TO SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO. SPRINKLERS
UNLESS NOTED OTHERWISE
RIGID COUPLING
FLEXIBLE COUPLING
t
th
1.5
CASCADE ENGINE EXISTING SPRINKLER LAYOUT (V
SCALE: 1/8" = 1'-0"
01
spy
7-3
C. szv. Lv /(("-lAFP
I'lz Coup.
e12-0Arr-
2x1.5 REDUCER
COUPLING ON
TOP AND BOT.
OF DRY VALVE
2-0
KEY PLAN
SCALE: N.T.S.
SPRINKLER SYMBOLS
VICINITY MAP
SCALE: N.T.S.
STATIC
155 PSI
RESIDUAL
74.4 PSI
GPM FLOWING
1969 GPM
DATE & TIME
xwxx/xxxx
PER:
SYM
0
MAKE
MODEL
RELIABLE
F1 56
SIN#
RA1325
TYPE
SSU STUB -UP
FINISH
BRASS
K -FAC.
K=5.6
THREAD
ORIFICE
TEMP
200°
CANOPY
QTY
8
LOCATION:
CONSTRUCTION, INC
. CERTIFICATE OF COMPETENCY STA
S PMS PROTECT1oN SPRINKLER SYSTEMS
ITheodore M. Queen I
4930-0205-C Level 3
Archer Construction, Inc. r'",
A C EI'219DR
!�� )vim
s;y...tu..
EXISTING AUX DRY VALVE RISER DETAIL
CASCADE ENGINE CENTER
18435 OLYMPIC AVE. S.
TUKWILA, WA
PAID
EaPN..
77/11/14
FIRE SPRINKLER
PIPING PLAN
PERMIT NO: -
JOB NO: S14-151
AUTHORITY: CITY OF TUKWILA
NOTES:
TOTAL PROJECT SPRINKLERS = 8
TOTAL SPRINKLERS THIS SHEET
8
FIRE SPRINKLER DIVISION
7855 S 206TH STREET, KENT, WA 98032
PHONE 253-872-7222 FAX 253-872-7277
CONTRACTOR:
PHONE: -
FAX:
Donovan Brothers
VVV VVVV
18435 OLYMPIC AVE S
14-S-272
NOV 24 2014
U ti'd`v'ILA FIRE
DESIGNER: P. DELGADO
SCALE: VARIES
DATE: 11/24/2014
REVISED / /
PLOTTED / /
FP1OF1
HYDRAULIC DESIGN INFORMATION
THIS BUILDING IS PROTECTED BY A HYDRAULICALLY
DESIGNED AUTOMATIC SPRINKLER SYSTEM.
JOB NAME: CASCADE ENGINE
SYSTEM LOCATION: NEW ADDITION
DATE OF CALCULATIONS: 11/24/2014
JOB NUMBER: S14/151
INFORMATION
CRITERIA
OR.
SPRINKLER
TEMPERATURE
AT
RESIDUAL
CENTER
DRY SYSTEM
WATERFLOW
STATIC PRESSURE: 155 PSI RESIDUAL
FLOWING (GPM): 1969 GPM GPM
PRESSURE: 74.4 PSI
FLOWING @ 20 PSI: GPM
DESIGN
DENSITY: .20 DESIGNED AREA
OCCUPANCY CLASSIFICATION:
HEADS CALCULATED: 8
K -FACTOR: 5.6
HEAD SPACING: 90 SQ FT
OF DISCHARGE: 465 SQ FT
GP -2
MODEL: F156
RATING: 200°
SYSTEM DEMAND
GPM DISCHARGE: 175.96GPM
HOSE ALLOWANCE: 250 GPM
BASE OF RISER
PRESSURE: 97.45 PSI
1
_
CONSTRUCTION, INC
• PHONE: (253) 872-7222 • FAX: (253) 872-7277
BEAM CLAMP W/ RETAINING STRAP
6/11/12
INSTALLATION
PD
B
SIDE BEAM BRACKET
EYE SOCKET
G
LEI KWIK-BOLT
F HDI -P
G SAMMY SIDEWINDER
NUT & PLATE WASHER
AREA
NUMBER
CODE
HAZARD
SYSTEM
TYPE
REMOTE
AREA
SQ. FT.
DENSITY
GPM/SQ. FT.
INSIDE HOSE
ALLOWANCE
OUTSIDE HOSE
ALLOWANCE
AREA PER
SPRINKLER
H
SAMMY SUPERSCREW
TOTAL SYSTEM
REQUIREMENTS:
J
K
L
COACH SCREW ROD
CEILING FLANGE
HYDRAULIC DESIGN INFORMATION
U -HOOK
SHORT STRAP
WALL BRACKET
TRAPEZE
AREA
NUMBER
REMOTE
AREA
SQ FT.
CODE
HAZARD
SYSTEM
TYNE
DENSITY
GPM/SQ. FT.
INSIDE HOSE
ALLOWANCE
OUTSIDE HOSE
ALLOWANCE
AREA PER
SPRINKLER
R
TOTAL SYSTEM
REQUIREMENTS;
ABBREVIATIONS WATERFLOW INFORMATION
AFF
BOB
BOD
BOJ
BOP
BOT
CTS
FO
IFOW
OFOW
NAS
UNO
—$F
ABOVE FINISHED FLOOR
BOTTOM OF BEAM
BOTTOM OF DECK
BOTTOM OF JOIST
BOTTOM OF PURLIN
BOTTOM OF TRUSS
CUT TO SUIT
FIELD ORDER
INSIDE FACE OF WALL
OUTSIDE FACE OF WALL
NO AUTO. SPRINKLERS
UNLESS NOTED OTHERWISE
RIGID COUPLING
FLEXIBLE COUPLING
t
th
1.5
CASCADE ENGINE EXISTING SPRINKLER LAYOUT (V
SCALE: 1/8" = 1'-0"
01
spy
7-3
C. szv. Lv /(("-lAFP
I'lz Coup.
e12-0Arr-
2x1.5 REDUCER
COUPLING ON
TOP AND BOT.
OF DRY VALVE
2-0
KEY PLAN
SCALE: N.T.S.
SPRINKLER SYMBOLS
VICINITY MAP
SCALE: N.T.S.
STATIC
155 PSI
RESIDUAL
74.4 PSI
GPM FLOWING
1969 GPM
DATE & TIME
xwxx/xxxx
PER:
SYM
0
MAKE
MODEL
RELIABLE
F1 56
SIN#
RA1325
TYPE
SSU STUB -UP
FINISH
BRASS
K -FAC.
K=5.6
THREAD
ORIFICE
TEMP
200°
CANOPY
QTY
8
LOCATION:
CONSTRUCTION, INC
. CERTIFICATE OF COMPETENCY STA
S PMS PROTECT1oN SPRINKLER SYSTEMS
ITheodore M. Queen I
4930-0205-C Level 3
Archer Construction, Inc. r'",
A C EI'219DR
!�� )vim
s;y...tu..
EXISTING AUX DRY VALVE RISER DETAIL
CASCADE ENGINE CENTER
18435 OLYMPIC AVE. S.
TUKWILA, WA
PAID
EaPN..
77/11/14
FIRE SPRINKLER
PIPING PLAN
PERMIT NO: -
JOB NO: S14-151
AUTHORITY: CITY OF TUKWILA
NOTES:
TOTAL PROJECT SPRINKLERS = 8
TOTAL SPRINKLERS THIS SHEET
8
FIRE SPRINKLER DIVISION
7855 S 206TH STREET, KENT, WA 98032
PHONE 253-872-7222 FAX 253-872-7277
CONTRACTOR:
PHONE: -
FAX:
Donovan Brothers
VVV VVVV
18435 OLYMPIC AVE S
14-S-272
NOV 24 2014
U ti'd`v'ILA FIRE
DESIGNER: P. DELGADO
SCALE: VARIES
DATE: 11/24/2014
REVISED / /
PLOTTED / /
FP1OF1