HomeMy WebLinkAboutPP - 3455 S 148TH ST - CHURCH BY THE SIDE OF THE ROAD - PERMITS AND PLANS3455 S 148TH ST
ASSOCIATED PERMITS
D11-022
D02-079
03-F-108
11-S-055
11-S-008
03-S-167
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: The Church By The Side Of The Road
3455 S X4544' St
/Alen
Permit No.: 11-S-055
Date: March 15, 2011
Reviewer: Al Metzler
Fire Protection Project Coordinator
(206)575-4407
• 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 1/2 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 7-05, section 13.5.6.2.2.
• 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 oonstruction rules for sprinkler head
placement.
• Sprinkler heads spaced closer than 6 ft. apart must be baffled.
• Modifications involving 20 or more 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 all sprinkler piping exposed as necessary to
accomplish the permitted scope of work.
All code references are NFPA 13, 2010 Edition.
INSPECTION NUMBER
INSPECTION RECORD //-S c}'
Retain a copy with permit ,b/ / - U a�
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project/Type
/I
Sprinklers:
of Insp ion:
cA ix,
Monitor:
Address: ? v5 -3—
Suite #:
S / m 71--
Contact Pe son:
Special Instructions:
Phone No.:
[pproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
5 - -
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: //--\5-yiis-,„2____
Date: //yh
Hrs.:
$100.00 RIEINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD //-g--
Retain
/'S-
Retain a copy with p - • • 't v // - o> )—
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
GkIA-c,L, 8/ .5id, o* --ac /206
4
Type of Inspection:
SPr1tila, (ove✓
Address: 3 Li 5_5._ S -pip.. St
Suite #:
Monitor:
Contact Person:
Col Coic��iv
Special Instructions:
Occupancy Type:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
— L. reJ-Ltst.,4-S ihS- ,!Lad buev-u hook)
rAD
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
4-)'-7 /
Date: c./ j,1, / j
Hrs.:
/
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with pe , "t
-s-oss..
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
ella tAe St`d e_. 0 C _. v2*
Type of Inspection:
SP
Address: 2 ijc-S c /f i) 4,....
Suite #:
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
RCorrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
1- A- 6 o L_ s—le-.-2Aitsc i
44/
b, -4N 4 /, N-ee
2- Druc f._.. Cew 4r'v nl .tet) C e
*it c)(l0
f -Plow Ta.14'
a -q ti- r-1-4-4---- s
ciwlsL
/3oa
I3)S
y/ psz
( ?S'
• t • ; p' (le 1-e s-1'
OM TTO 'NZ (, r
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: ieft
,.-t c --a_.
Date: 447// i
Hrs.:
1
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
e City of Tukwila Finance Department. Call to schedule a reinspection.
Word/Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
£oL- oic
63-r-- 10(Z)
03—S — `\ol
PERMIT NUMBERS
CITY OF TUKWILA FIR ' EPARTMENT
444 Andover Park East, Tukwila, Wa. 9818
206-575-4407
Project:\\ ,0'`a
Type of Inspection:
L'`
1
G�'lv r �j--�A' St cL 2
�; vvte-sA,( �, "`5
Address:Contact
41,-,P,
Person:
_3
Suite #: .3.6.S5 S 1*
Special Instructions:
Phone No.:
Zola — z 7-1 - 14'12
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
AA Z L. \ sV<\- v v Y:` s "tt> 1/4)'f 3N6N cgs �c.k\w� j
dvut b -j SF-A.r$ i4o4'\4.erA. )- Oyu C4.a c ►\\ ,
ok *D "et.
r,(.._
Needs Shift Inspection: 01144
Sprinklers:
Fire Alarm: .0vakLHood
& Duct:
Monitor: (eek
{J�
1i:A.►,cw‘Ccpre-Fire:
Permits: c)14:4
,
Occupancy Type: {A Z 1 E 1
R
Inspector: m_5 1
Date: 1 Z
`I 6-1
Hrs.: (
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word/Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
NORCO
Fire Protection. Inc.
January 6, 2011
Tukwila Fire Department
444 Andover Park East
Tukwila, WA 98188
RE: Church By the Side of The Road
Porte Cochere
3455 S 148th
Tukwila, Washington
l+irKWaILA FIRE DEPARTIR,
Please call: 575.4407
and give this jolt
No. l I— 8 -oog
and exact address for shut.
`Yun or restoration approval
Norco Fire Protection, Inc. has been hired to install a new dry fire sprinkler system for the new
porte cochere. However, in order for the contractor to build the new porte cochere they need to
demo and cap the existing dry system. Norco is preparing drawings for the new parte cochere
and will be submitting for permit Monday, January 10, 2011. We are requesting permission to
shut down existing system and remove system from the porte cochere so they may rebuild its
replacement.
Sincerer'
L/
Edwin P Cdgar
NORCO FIRE PROTECTION, INC.
PO Box 363
Ravensdale, WA 98051
425-432-7250 Fax 425-413-2230
PO BOX 363, RAVENSDALE, WA 98051
425-432-7250
EMAIL: NORCOFIREINC®AOL.COM
NORCO FIRE PROTECTION, INC.
24024 SE 261ST PLACE
MAPLE VALLEY, WA 98038
HYDRAULIC CALCULATIONS
FOR
CHRUCH BY THE SIDE OF THE ROAD
TUKWILLA, WASHINGTON
FILE NUMBER: N10069
DATE: 3/2/1
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: ORDINARY HAZAARD OCCUPANCYL
DENSITY: RESIDENTIAL .15 gpm/sq. ft.
AREA OF APPLICATION: ENTIRE AREA sq. ft.
COVERAGE PER SPRINKLER: 130 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 214.5 gpm
TOTAL WATER REQUIRED (including hose): 464.5 gpm
FLOW AND PRESSURE (@ BOR): 214.4 gpm @ 41.2 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC.
DESIGN/LAYOUT BY: EDWIN P COGAR
AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: NORCOFP015JO
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271 )
HRS SYSTEMS, INC.
TUCKER, GA 30084
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 3/8/2011 C:\HASS\DATA\2010 CALCS\N10069C.SDF
JOB TITLE: CHURCH BY THE SIDE OF THE ROAD
WATER SUPPLY ANALYSIS
N
•
O m
O U)
co
A Q'
�A
H
W I-4 -H
ro
co KC
O %//
•O
80.00 psi Resid:
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U U
LO N in
�r v r�i 'C
o u,I aro
U)v aE
N 0 N
N U) CO A
o) 'C) Ute) U
aa) ai
N -H lD 0
CO CO
N P4 V 4
N
B. System
O
0
N
0 KC 0 w a a w cn m a4 w -- a U) -d --
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a
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 3/8/2011 C:\HASS\DATA\2010 CALCS\N10069C.SDF
JOB TITLE: CHURCH BY THE SIDE OF THE ROAD
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
A 80.0 68.0 1800.0 79.0 464.5 41.9
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 464.5 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 214.5 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
101 10.5 K= 5.24 16.2 21.1
102 10.5 K= 5.24 16.1 21.0
103 10.5 K= 5.24 16.3 21.2
104 10.5 K= 5.24 16.1 21.0
105 10.5 K= 5.24 16.6 21.3
106 10.5 K= 5.24 16.4 21.2
107 10.5 K= 5.24 17.1 21.7
108 10.5 K= 5.24 17.2 21.7
109 10.5 K= 5.24 17.9 22.2
110 10.5 K= 5.24 17.7 22.0
201 12.0 17.6
202 0.0 22.9
203 0.0 23.2
204 0.0 23.8
205 0.0 24.7
8 0.0 30.0
W 4.0 34.5
B 0.0 41.8
C 0.0 41.6
D 0.0 41.2
E 0.0 37.2
A 0.0 SOURCE 41.9 214.5
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 3/8/2011 C:\HASS\DATA\2010 CALCS\N10069C.SDF
JOB TITLE: CHURCH BY THE SIDE OF THE ROAD
NFPA PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (F
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (F
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (F
Pipe: 1 5.24 21.1' Disch 6.50 100
201 12.0 17.6 0.0 1.000 T: 3.6 3.57
101 10.5 16.2 21.1 1.049 10.07 0.202
Pipe: 2
201
102
5.24
12.0 17.6
10.5 16.1
21.0 Disch
0.0
21.0
Pipe: 3 5.24 21.2 Disch
202 0.0 22.9 0.0
103 10.5 16.3 21.2
Pipe: 4
202
104
5.24 21.0 Disch
0.0 22.9 0.0
10.5 16.1 21.0
1.000 T: 3.6
1.049
1.000 T: 3.6
1.049
1.000 T: 3.6
1.049
7.50 100
3.57
11.07 0.200
6.50 100
3.57
10.07 0.202
7.50 100
3.57
11.07 0.200
Pipe: 5 5.24 21.3 Disch 6.50 100
203 0.0 23.2 0.0 1.000 T: 3.6 3.57
105 10.5 16.6 21.3 1.049 10.07 0.205
Pipe: 6 5.24 21.2 Disch 7.50 100
203 0.0 23.2 0.0 1.000 T: 3.6 3.57
106 10.5 16.4 21.2 1.049 11.07 0.203
Pipe: 7 5.24 21.7 Disch
204 0.0 23.8 0.0
107 10.5 17.1 21.7
Pipe: 8
204
108
5.24 21.7 Disch
0.0 23.8 0.0
10.5 17.2 21.7
Pipe: 9 5.24 22.2 Disch
205 0.0 24.7 0.0
109 10.5 17.9 22.2
Pipe: 10
205
110
5.24
0.0 24.7
10.5 17.7
22.0 Disch
0.0
22.0
Pipe: 11 0.0 0.0
202 0.0 22.9 42.1
201 12.0 17.6 42.1
1.000 T: 3.6
1.049
1.000 T: 3.6
1.049
1.000 T: 3.6
1.049
1.000 T: 3.6
1.049
2.500
2.635
6.50 100
3.57
10.07 0.212
6.26 100
3.57
9.83 0.212
6.50 100
3.57
10.07 0.220
7.50 100
3.57
11.07 0.218
9.67 100
0.00
9.67 0.008
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 3/8/2011 C:\HASS\DATA\2010 CALCS\N10069C.SDF
JOB TITLE: CHURCH BY THE SIDE OF THE ROAD
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (F
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (F
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (F
Pipe: 12 0.0 42.1 201 9.67 100
203 0.0 23.2 42.2 103 2.500 0.00
202 0.0 22.9 84.3 2.635 9.67 0.029
Pipe: 13
204
203
Pipe: 14
205
204
0.0
0.0
0.0
0.0
0.0
23.8
23.2
0.0
24.7
23.8
84.3 202
42.5 105
126.9
126.9 203
43.4 107
170.2
2.500
2.635
2.500
2.635
9.67 100
0.00
9.67 0.063
8.00 100
0.00
8.00 0.108
Pipe: 15 0.0 170.2 204 14.83 100
8 0.0 30.0 44.2 109 2.500 3E:17.6 17.64
205 0.0 24.7 214.4 2.635 32.47 0.165
Pipe: 16 0.0 0.0 240.00 100
w 4.0 34.5 214.4 205 4.000 8E:75.2 150.36
8 0.0 30.0 214.4 4.260 4T:75.2 390.36 0.016
Pipe: 17
E
W
0.0
4.0
0.0
37.2
34.5
0.0
214.4 8
214.4
4.000
4.260
ETC2G 5.00 100
52.63
57.63 0.016
Pipe: 18 0.0 Fixed Pressure Loss Device
D 0.0 41.2 214.4 W 4.0 psi, 214.4 gpm
E 0.0 37.2 214.4
Pipe: 19 0.0 0.0
C 0.0 41.6 214.4 E
D 0.0 41.2 214.4
4.000 2E:18.8
4.260
6.00 100
18.79
24.79 0.016
Pipe: 20 0.0 0.0 200.00 140
B 0.0 41.8 214.4 D D6.000 0.00
C 0.0 41.6 214.4 6.280 200.00 0.001
Pipe: 21 Source 0.0 25.00 140
A 0.0 41.9 214.4 C D6.000 0.00
B 0.0 41.8 214.5 6.280 25.00 0.001
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 3/8/2011 C:\HASS\DATA\2010 CALCS\N10069C.SDF
JOB TITLE: CHURCH BY THE SIDE OF THE ROAD
NOTES (HASS):
(1) Calculations were performed by the HASS 8.1 computer program
under license no. 50110271 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.007 gpm and a maximum
imbalance at any node of 0.144 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 12.6 ft/sec at pipe 15.
NECTION TO EXISTING
21 ' SUPPLY PIPE
0
18" BEAM
18" BEAM
1
t 1
►a"
9'-8"
91.011
REFLECTED CEILING PLAN
SCALE = 1/8" =1'-O'
4'-8"
PORTE COCHERE PI DING PLAN
SCALE =1/8' =1'-0"
PIPING,U o
ALLALPIPE I TOBE" TO BE SCHEDULE 40
INSPECTORS TEST AND DRUM DRIP
HANGERMATE
FIG. 100
ALL THREAD ROD
FlG. 200
ADJUSTABLE RING HANGER
HANGERMATE, ROD & RING
WOOD CONSTRUCTION
HANGER 91 DETAIL
FIG. 910
SWIVEL SWAY
BRACE FITTING
NUT
1/2' X 4�MINIMUM BEAM
BRACE PIPE
\)
FIG. 1000
��"FAST CLAMP"&
SWAY BRACE ATTACHMENT
LATERAL EARTHQUAKE BRACE
BRACE PIPE THREADED ONE END
NUT & BOLT THUR BEAM
1/2' X 4 MINIMUM
rowc° no. 1000
"rAS cLAAIP"W'
3.
MAX
4 WAY EARTHQUAKE BRACE
0100 no. 907
LATERAL/LONGITUDINAL EARTHQUAKE BRACE
5,4"
13'4"
5'4"
PORTE COCHERE SECTION
SCALE =1/8" =1'-0"
DRY PIPING TO BE SLOPED PER NFPA #13
LINES TO BE PITCHED AT 1/2' IN 10'-0' MINIMUM
MAINS TO BE PITCHED AT 1/4" IN 10'-0" MINIMUM
GENERAL NOTES
1. SYSTEM DESIGNED TO NFPA #13 EDITION. ORDINARY HAZARD OCCUPANCY TYPICAL UNLESS NOTED OTHERWISE
2. SYSTEM HYDRAULICALLY CALCULATED TO NFPA #13 STANDARDS AND LOCAL FIRE DEPARTMENT REQUIREMENTS
3. UNDERGROUND IS EXISTING AND NOT PART OF THIS SUBMITTAL
4. SPRINKLER MADS SPACED PER NFPA #13 AND MANUFACTURERS REQUIREMENTS FOR THEIR APPUCATION
5. SYSTEM TO BE HMG AND SWAY BRACED TO NFPA#13 STANDARDS AND MANUFACTURERS REQUIREMENTS
6. ALL CLEANING AND PAINTING OF PIPE IF REQUIRED TO BE BY OTHERS
7. ALL ELECTRICAL WIRING CONDUIT MATERIALS AND INSTALLATION TO BE BY OTHERS, NORCO WILL PROVIDE SWITCHES
8. ALL TESTING OF SYSTEMS TO BE PER NFPA #13 AND LOCAL FIRE DEPARTMENT REQUIREMENTS
9. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND OR FM APPROVED
10. PIPE HANGERS AND METHOD OF ATTACHMENT TO BE PER NFPA #13 AVM MANUFACTURERS REQUIREMENTS
11. STRUCTURE ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER SYSTEM PIPING IS THE RESPONSIBITY OF THE OWNER AND OR STRUCTUAL REPRESENTATIVE
Er(
Without Comments
As Noted in Red
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau fnr conformance with current City
ai:andards. Acceptance is subject to errors and
cI► fissions which do not authorize violations of adopted
:::artdards and ordinances. The responsibility for the
adequacy of design totally with the designer.
Additions, deletions of 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
rhe Tukwila Fire Prevention Bureau.
1 UKVVILA FIRE DEPARTMEIY,
Pease call: 575-4407
and give this job
S-oss
and exact address for shut'
iown or restoration aourovl
N
iA
W ?o
S
8 10' 12' 14' 16' 18'
NOTES
SYMBOLS
® SYSTEMS RISER
o RISE UP
• DROP DN
L--7 2 WAY EARTHQUAKE BRACE
4 WAY EARTHQUAKE BRACE
GROOVED COUPLING
\#01 HANGER TYPE AND LOCATION' Al > WELD TAG NUMBER
0 UPRIGHT HEAD
® PENDENT HEAD
D SIDE WALL HEAD
REVISIONS
LEGEND
pA UPRIGHT OVER PENDENT
25 PIPE SIZING
1 HYDRAULIC CALC NODE
REVISION NUMBER
1❑ BRANCH LINE NUMBER
DATE
DESCRIPTION
2/28/2011 REVISED ATTIC AREA TO STANDARD UPRIGHTS
BY
("'
SPRINKLER SYMBOLS
SYM •CNT
• M
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
CONN.
Q®
10
DRY PEND
CHROME
160
5.6
1/2"
1/2
RELIABLE
F3QR
Defaul
0
10
UPRIGHT
BRASS
200'
5.6
1/2"
1/2
RELIABLE
F1FR
Defaul
20 TOTAL HEADS ON PROJECT
ORCO
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
OWNER INFORMATION
NAME
CHURCH SIDE OF THE RD
ADDRESS
4314 SOUTH 131ST PL
TUKWILLA, WA
PHONE
208-227-1472
FIRE DEPT INFORMATION
NAME
TUKWILA FIRE DEPT
ADDRESS444
ANDOVER PAARK EAST
TUKWILA, WA 98188
PHONE
(208) 575.4404
WATER DEPT. INFORMATION
NAME
ADDRESS
PHONE
WATER INFORMATON
STATIC
90
RESIDUAL
20
GPM
4850
BACKFLOW
8"
SOURCE
AS BUILT DRAWING
TUKWILLA WATER DEPT
BUILDING INFORMATION
SQ. FT.
838 SOFT.
TYPE
Wood FTmIn3
OCCUPANCY
.L1GNTI' HAZARD
otz
u
LEGAL DESCRIPTION
TAX PARCEL #
-FE
a4 s
�
�
,U
8
SeaTac
A
,erton Heigfif
1\uT
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1 «
3955 5198th 5t, Seattle, WA..
3455 5 148th St
Seattle, WA 98168
99)
48th -St
C(na.4
'n38-2Y5I' ro.o CC7JId:1Yl a'40!!BC
eR All
15=1 th 5rT
fl
VICINITY MAP
NO SCALE
N
A
r E
CHURCH BY THE SIDE OF THE ROAD
3455 S 145TH ST
TUKWILA, WASHINGTON
CONTRACTOINORCO FIRE PROTETION, INC.
PORTE COCHERE
PIPING PLAN
PERMIT NO.
CONTRACT NO.
N10069
APPROVAL
TUKWILA FD
DRAWN BY
ED COGAR
SCALE
1/8" = 1'-0"
DATE
2/16/2011
REVISED
PLOTTED
FP1of1
�� N/ s��5/
3455 S 148TH ST
ASSOCIATED PERMITS
D11-022
D02-079
03-F-108
11-S-055
11-S-008
03-S-167
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: The Church By The Side Of The Road
3455 S X4544' St
/Alen
Permit No.: 11-S-055
Date: March 15, 2011
Reviewer: Al Metzler
Fire Protection Project Coordinator
(206)575-4407
• 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 1/2 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 7-05, section 13.5.6.2.2.
• 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 oonstruction rules for sprinkler head
placement.
• Sprinkler heads spaced closer than 6 ft. apart must be baffled.
• Modifications involving 20 or more 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 all sprinkler piping exposed as necessary to
accomplish the permitted scope of work.
All code references are NFPA 13, 2010 Edition.
INSPECTION NUMBER
INSPECTION RECORD //-S c}'
Retain a copy with permit ,b/ / - U a�
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project/Type
/I
Sprinklers:
of Insp ion:
cA ix,
Monitor:
Address: ? v5 -3—
Suite #:
S / m 71--
Contact Pe son:
Special Instructions:
Phone No.:
[pproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
5 - -
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: //--\5-yiis-,„2____
Date: //yh
Hrs.:
$100.00 RIEINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD //-g--
Retain
/'S-
Retain a copy with p - • • 't v // - o> )—
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
GkIA-c,L, 8/ .5id, o* --ac /206
4
Type of Inspection:
SPr1tila, (ove✓
Address: 3 Li 5_5._ S -pip.. St
Suite #:
Monitor:
Contact Person:
Col Coic��iv
Special Instructions:
Occupancy Type:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
— L. reJ-Ltst.,4-S ihS- ,!Lad buev-u hook)
rAD
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
4-)'-7 /
Date: c./ j,1, / j
Hrs.:
/
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with pe , "t
-s-oss..
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
ella tAe St`d e_. 0 C _. v2*
Type of Inspection:
SP
Address: 2 ijc-S c /f i) 4,....
Suite #:
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
RCorrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
1- A- 6 o L_ s—le-.-2Aitsc i
44/
b, -4N 4 /, N-ee
2- Druc f._.. Cew 4r'v nl .tet) C e
*it c)(l0
f -Plow Ta.14'
a -q ti- r-1-4-4---- s
ciwlsL
/3oa
I3)S
y/ psz
( ?S'
• t • ; p' (le 1-e s-1'
OM TTO 'NZ (, r
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: ieft
,.-t c --a_.
Date: 447// i
Hrs.:
1
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
e City of Tukwila Finance Department. Call to schedule a reinspection.
Word/Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
£oL- oic
63-r-- 10(Z)
03—S — `\ol
PERMIT NUMBERS
CITY OF TUKWILA FIR ' EPARTMENT
444 Andover Park East, Tukwila, Wa. 9818
206-575-4407
Project:\\ ,0'`a
Type of Inspection:
L'`
1
G�'lv r �j--�A' St cL 2
�; vvte-sA,( �, "`5
Address:Contact
41,-,P,
Person:
_3
Suite #: .3.6.S5 S 1*
Special Instructions:
Phone No.:
Zola — z 7-1 - 14'12
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
AA Z L. \ sV<\- v v Y:` s "tt> 1/4)'f 3N6N cgs �c.k\w� j
dvut b -j SF-A.r$ i4o4'\4.erA. )- Oyu C4.a c ►\\ ,
ok *D "et.
r,(.._
Needs Shift Inspection: 01144
Sprinklers:
Fire Alarm: .0vakLHood
& Duct:
Monitor: (eek
{J�
1i:A.►,cw‘Ccpre-Fire:
Permits: c)14:4
,
Occupancy Type: {A Z 1 E 1
R
Inspector: m_5 1
Date: 1 Z
`I 6-1
Hrs.: (
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word/Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
NORCO
Fire Protection. Inc.
January 6, 2011
Tukwila Fire Department
444 Andover Park East
Tukwila, WA 98188
RE: Church By the Side of The Road
Porte Cochere
3455 S 148th
Tukwila, Washington
l+irKWaILA FIRE DEPARTIR,
Please call: 575.4407
and give this jolt
No. l I— 8 -oog
and exact address for shut.
`Yun or restoration approval
Norco Fire Protection, Inc. has been hired to install a new dry fire sprinkler system for the new
porte cochere. However, in order for the contractor to build the new porte cochere they need to
demo and cap the existing dry system. Norco is preparing drawings for the new parte cochere
and will be submitting for permit Monday, January 10, 2011. We are requesting permission to
shut down existing system and remove system from the porte cochere so they may rebuild its
replacement.
Sincerer'
L/
Edwin P Cdgar
NORCO FIRE PROTECTION, INC.
PO Box 363
Ravensdale, WA 98051
425-432-7250 Fax 425-413-2230
PO BOX 363, RAVENSDALE, WA 98051
425-432-7250
EMAIL: NORCOFIREINC®AOL.COM
NORCO FIRE PROTECTION, INC.
24024 SE 261ST PLACE
MAPLE VALLEY, WA 98038
HYDRAULIC CALCULATIONS
FOR
CHRUCH BY THE SIDE OF THE ROAD
TUKWILLA, WASHINGTON
FILE NUMBER: N10069
DATE: 3/2/1
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: ORDINARY HAZAARD OCCUPANCYL
DENSITY: RESIDENTIAL .15 gpm/sq. ft.
AREA OF APPLICATION: ENTIRE AREA sq. ft.
COVERAGE PER SPRINKLER: 130 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 214.5 gpm
TOTAL WATER REQUIRED (including hose): 464.5 gpm
FLOW AND PRESSURE (@ BOR): 214.4 gpm @ 41.2 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC.
DESIGN/LAYOUT BY: EDWIN P COGAR
AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT
CONTRACTOR CERTIFICATION NUMBER: NORCOFP015JO
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271 )
HRS SYSTEMS, INC.
TUCKER, GA 30084
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 3/8/2011 C:\HASS\DATA\2010 CALCS\N10069C.SDF
JOB TITLE: CHURCH BY THE SIDE OF THE ROAD
WATER SUPPLY ANALYSIS
N
•
O m
O U)
co
A Q'
�A
H
W I-4 -H
ro
co KC
O %//
•O
80.00 psi Resid:
N N
U U
LO N in
�r v r�i 'C
o u,I aro
U)v aE
N 0 N
N U) CO A
o) 'C) Ute) U
aa) ai
N -H lD 0
CO CO
N P4 V 4
N
B. System
O
0
N
0 KC 0 w a a w cn m a4 w -- a U) -d --
O
O
0
O
O
N
O
O
CO
0
0
r -i
O
0
— O
C
a
0
a
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 3/8/2011 C:\HASS\DATA\2010 CALCS\N10069C.SDF
JOB TITLE: CHURCH BY THE SIDE OF THE ROAD
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
A 80.0 68.0 1800.0 79.0 464.5 41.9
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 464.5 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 214.5 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
101 10.5 K= 5.24 16.2 21.1
102 10.5 K= 5.24 16.1 21.0
103 10.5 K= 5.24 16.3 21.2
104 10.5 K= 5.24 16.1 21.0
105 10.5 K= 5.24 16.6 21.3
106 10.5 K= 5.24 16.4 21.2
107 10.5 K= 5.24 17.1 21.7
108 10.5 K= 5.24 17.2 21.7
109 10.5 K= 5.24 17.9 22.2
110 10.5 K= 5.24 17.7 22.0
201 12.0 17.6
202 0.0 22.9
203 0.0 23.2
204 0.0 23.8
205 0.0 24.7
8 0.0 30.0
W 4.0 34.5
B 0.0 41.8
C 0.0 41.6
D 0.0 41.2
E 0.0 37.2
A 0.0 SOURCE 41.9 214.5
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 3/8/2011 C:\HASS\DATA\2010 CALCS\N10069C.SDF
JOB TITLE: CHURCH BY THE SIDE OF THE ROAD
NFPA PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (F
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (F
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (F
Pipe: 1 5.24 21.1' Disch 6.50 100
201 12.0 17.6 0.0 1.000 T: 3.6 3.57
101 10.5 16.2 21.1 1.049 10.07 0.202
Pipe: 2
201
102
5.24
12.0 17.6
10.5 16.1
21.0 Disch
0.0
21.0
Pipe: 3 5.24 21.2 Disch
202 0.0 22.9 0.0
103 10.5 16.3 21.2
Pipe: 4
202
104
5.24 21.0 Disch
0.0 22.9 0.0
10.5 16.1 21.0
1.000 T: 3.6
1.049
1.000 T: 3.6
1.049
1.000 T: 3.6
1.049
7.50 100
3.57
11.07 0.200
6.50 100
3.57
10.07 0.202
7.50 100
3.57
11.07 0.200
Pipe: 5 5.24 21.3 Disch 6.50 100
203 0.0 23.2 0.0 1.000 T: 3.6 3.57
105 10.5 16.6 21.3 1.049 10.07 0.205
Pipe: 6 5.24 21.2 Disch 7.50 100
203 0.0 23.2 0.0 1.000 T: 3.6 3.57
106 10.5 16.4 21.2 1.049 11.07 0.203
Pipe: 7 5.24 21.7 Disch
204 0.0 23.8 0.0
107 10.5 17.1 21.7
Pipe: 8
204
108
5.24 21.7 Disch
0.0 23.8 0.0
10.5 17.2 21.7
Pipe: 9 5.24 22.2 Disch
205 0.0 24.7 0.0
109 10.5 17.9 22.2
Pipe: 10
205
110
5.24
0.0 24.7
10.5 17.7
22.0 Disch
0.0
22.0
Pipe: 11 0.0 0.0
202 0.0 22.9 42.1
201 12.0 17.6 42.1
1.000 T: 3.6
1.049
1.000 T: 3.6
1.049
1.000 T: 3.6
1.049
1.000 T: 3.6
1.049
2.500
2.635
6.50 100
3.57
10.07 0.212
6.26 100
3.57
9.83 0.212
6.50 100
3.57
10.07 0.220
7.50 100
3.57
11.07 0.218
9.67 100
0.00
9.67 0.008
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 3/8/2011 C:\HASS\DATA\2010 CALCS\N10069C.SDF
JOB TITLE: CHURCH BY THE SIDE OF THE ROAD
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (F
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (F
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (F
Pipe: 12 0.0 42.1 201 9.67 100
203 0.0 23.2 42.2 103 2.500 0.00
202 0.0 22.9 84.3 2.635 9.67 0.029
Pipe: 13
204
203
Pipe: 14
205
204
0.0
0.0
0.0
0.0
0.0
23.8
23.2
0.0
24.7
23.8
84.3 202
42.5 105
126.9
126.9 203
43.4 107
170.2
2.500
2.635
2.500
2.635
9.67 100
0.00
9.67 0.063
8.00 100
0.00
8.00 0.108
Pipe: 15 0.0 170.2 204 14.83 100
8 0.0 30.0 44.2 109 2.500 3E:17.6 17.64
205 0.0 24.7 214.4 2.635 32.47 0.165
Pipe: 16 0.0 0.0 240.00 100
w 4.0 34.5 214.4 205 4.000 8E:75.2 150.36
8 0.0 30.0 214.4 4.260 4T:75.2 390.36 0.016
Pipe: 17
E
W
0.0
4.0
0.0
37.2
34.5
0.0
214.4 8
214.4
4.000
4.260
ETC2G 5.00 100
52.63
57.63 0.016
Pipe: 18 0.0 Fixed Pressure Loss Device
D 0.0 41.2 214.4 W 4.0 psi, 214.4 gpm
E 0.0 37.2 214.4
Pipe: 19 0.0 0.0
C 0.0 41.6 214.4 E
D 0.0 41.2 214.4
4.000 2E:18.8
4.260
6.00 100
18.79
24.79 0.016
Pipe: 20 0.0 0.0 200.00 140
B 0.0 41.8 214.4 D D6.000 0.00
C 0.0 41.6 214.4 6.280 200.00 0.001
Pipe: 21 Source 0.0 25.00 140
A 0.0 41.9 214.4 C D6.000 0.00
B 0.0 41.8 214.5 6.280 25.00 0.001
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 3/8/2011 C:\HASS\DATA\2010 CALCS\N10069C.SDF
JOB TITLE: CHURCH BY THE SIDE OF THE ROAD
NOTES (HASS):
(1) Calculations were performed by the HASS 8.1 computer program
under license no. 50110271 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.007 gpm and a maximum
imbalance at any node of 0.144 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 12.6 ft/sec at pipe 15.
NECTION TO EXISTING
21 ' SUPPLY PIPE
0
18" BEAM
18" BEAM
1
t 1
►a"
9'-8"
91.011
REFLECTED CEILING PLAN
SCALE = 1/8" =1'-O'
4'-8"
PORTE COCHERE PI DING PLAN
SCALE =1/8' =1'-0"
PIPING,U o
ALLALPIPE I TOBE" TO BE SCHEDULE 40
INSPECTORS TEST AND DRUM DRIP
HANGERMATE
FIG. 100
ALL THREAD ROD
FlG. 200
ADJUSTABLE RING HANGER
HANGERMATE, ROD & RING
WOOD CONSTRUCTION
HANGER 91 DETAIL
FIG. 910
SWIVEL SWAY
BRACE FITTING
NUT
1/2' X 4�MINIMUM BEAM
BRACE PIPE
\)
FIG. 1000
��"FAST CLAMP"&
SWAY BRACE ATTACHMENT
LATERAL EARTHQUAKE BRACE
BRACE PIPE THREADED ONE END
NUT & BOLT THUR BEAM
1/2' X 4 MINIMUM
rowc° no. 1000
"rAS cLAAIP"W'
3.
MAX
4 WAY EARTHQUAKE BRACE
0100 no. 907
LATERAL/LONGITUDINAL EARTHQUAKE BRACE
5,4"
13'4"
5'4"
PORTE COCHERE SECTION
SCALE =1/8" =1'-0"
DRY PIPING TO BE SLOPED PER NFPA #13
LINES TO BE PITCHED AT 1/2' IN 10'-0' MINIMUM
MAINS TO BE PITCHED AT 1/4" IN 10'-0" MINIMUM
GENERAL NOTES
1. SYSTEM DESIGNED TO NFPA #13 EDITION. ORDINARY HAZARD OCCUPANCY TYPICAL UNLESS NOTED OTHERWISE
2. SYSTEM HYDRAULICALLY CALCULATED TO NFPA #13 STANDARDS AND LOCAL FIRE DEPARTMENT REQUIREMENTS
3. UNDERGROUND IS EXISTING AND NOT PART OF THIS SUBMITTAL
4. SPRINKLER MADS SPACED PER NFPA #13 AND MANUFACTURERS REQUIREMENTS FOR THEIR APPUCATION
5. SYSTEM TO BE HMG AND SWAY BRACED TO NFPA#13 STANDARDS AND MANUFACTURERS REQUIREMENTS
6. ALL CLEANING AND PAINTING OF PIPE IF REQUIRED TO BE BY OTHERS
7. ALL ELECTRICAL WIRING CONDUIT MATERIALS AND INSTALLATION TO BE BY OTHERS, NORCO WILL PROVIDE SWITCHES
8. ALL TESTING OF SYSTEMS TO BE PER NFPA #13 AND LOCAL FIRE DEPARTMENT REQUIREMENTS
9. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND OR FM APPROVED
10. PIPE HANGERS AND METHOD OF ATTACHMENT TO BE PER NFPA #13 AVM MANUFACTURERS REQUIREMENTS
11. STRUCTURE ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER SYSTEM PIPING IS THE RESPONSIBITY OF THE OWNER AND OR STRUCTUAL REPRESENTATIVE
Er(
Without Comments
As Noted in Red
Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau fnr conformance with current City
ai:andards. Acceptance is subject to errors and
cI► fissions which do not authorize violations of adopted
:::artdards and ordinances. The responsibility for the
adequacy of design totally with the designer.
Additions, deletions of 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
rhe Tukwila Fire Prevention Bureau.
1 UKVVILA FIRE DEPARTMEIY,
Pease call: 575-4407
and give this job
S-oss
and exact address for shut'
iown or restoration aourovl
N
iA
W ?o
S
8 10' 12' 14' 16' 18'
NOTES
SYMBOLS
® SYSTEMS RISER
o RISE UP
• DROP DN
L--7 2 WAY EARTHQUAKE BRACE
4 WAY EARTHQUAKE BRACE
GROOVED COUPLING
\#01 HANGER TYPE AND LOCATION' Al > WELD TAG NUMBER
0 UPRIGHT HEAD
® PENDENT HEAD
D SIDE WALL HEAD
REVISIONS
LEGEND
pA UPRIGHT OVER PENDENT
25 PIPE SIZING
1 HYDRAULIC CALC NODE
REVISION NUMBER
1❑ BRANCH LINE NUMBER
DATE
DESCRIPTION
2/28/2011 REVISED ATTIC AREA TO STANDARD UPRIGHTS
BY
("'
SPRINKLER SYMBOLS
SYM •CNT
• M
NAME
METAL
TEMP
K
NPT
ORIF
MFG.
MODEL#
CONN.
Q®
10
DRY PEND
CHROME
160
5.6
1/2"
1/2
RELIABLE
F3QR
Defaul
0
10
UPRIGHT
BRASS
200'
5.6
1/2"
1/2
RELIABLE
F1FR
Defaul
20 TOTAL HEADS ON PROJECT
ORCO
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
OWNER INFORMATION
NAME
CHURCH SIDE OF THE RD
ADDRESS
4314 SOUTH 131ST PL
TUKWILLA, WA
PHONE
208-227-1472
FIRE DEPT INFORMATION
NAME
TUKWILA FIRE DEPT
ADDRESS444
ANDOVER PAARK EAST
TUKWILA, WA 98188
PHONE
(208) 575.4404
WATER DEPT. INFORMATION
NAME
ADDRESS
PHONE
WATER INFORMATON
STATIC
90
RESIDUAL
20
GPM
4850
BACKFLOW
8"
SOURCE
AS BUILT DRAWING
TUKWILLA WATER DEPT
BUILDING INFORMATION
SQ. FT.
838 SOFT.
TYPE
Wood FTmIn3
OCCUPANCY
.L1GNTI' HAZARD
otz
u
LEGAL DESCRIPTION
TAX PARCEL #
-FE
a4 s
�
�
,U
8
SeaTac
A
,erton Heigfif
1\uT
S 15Dt
u—
1 «
3955 5198th 5t, Seattle, WA..
3455 5 148th St
Seattle, WA 98168
99)
48th -St
C(na.4
'n38-2Y5I' ro.o CC7JId:1Yl a'40!!BC
eR All
15=1 th 5rT
fl
VICINITY MAP
NO SCALE
N
A
r E
CHURCH BY THE SIDE OF THE ROAD
3455 S 145TH ST
TUKWILA, WASHINGTON
CONTRACTOINORCO FIRE PROTETION, INC.
PORTE COCHERE
PIPING PLAN
PERMIT NO.
CONTRACT NO.
N10069
APPROVAL
TUKWILA FD
DRAWN BY
ED COGAR
SCALE
1/8" = 1'-0"
DATE
2/16/2011
REVISED
PLOTTED
FP1of1
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