HomeMy WebLinkAboutPP - 1174 ANDOVER PARK WEST - GOODWILL - PERMITS AND PLANS1174 ANDOVER PARK WEST
ASSOCIATED PERMITS
12-5-006
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 98188
ADM 206-575-4407
Date application
accepted:
FIRE PROTECTION SYSTEMS PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
SITE LOCATION
LVET
King Co. Assessor's Tax No:
1Sitio Address: 117'4 >D v Suite Number. Floor
Tenant Name:C•tLV ICL
Property Owner's Name:
Mailing Address:
City State Zip
New Tenant? ❑ - Yes 3- No
CQNTA T PERSON -if there are questions about the submittal.
�� r -7
Name; �t Day Telephone: �' le::,
Company Name: ,JG' 6.0 T -e_I' l Tz )
Mailing Address: O 1.1&3.(cx'uv/ucuAtt Beak
E-mail Address: e% f l ., a u4,/ t' Irk. v1 �'t'' Fax Number. 4257 4Y77
Valuation of Project (contractor's bid price): S �a✓' _ ' '-
Scope of Work (please provide detailed information): �C Y �-� lir 1� t J:C! IVEW
PERMIT APPLICATION NOTS
Value of Construction ---In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subjectto-possible revision by the Fire Marshal to comply with current fee schedules.
Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit
is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or
abandoned for a period of 180 days after the time the work is commenced. The Fut Marshall is authorized to grant, in
writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing
and justifiable cause demonstrated.
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE
UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY
FOR THIS PERMIT.
BUILDING
Signature:
Print Name:
OR AUTHORIZED AGENT:
Plan Pc mit Ano doc
1E2 %FivAJA-Lir
Date: 3IL
Day Telephone: 266,-7 ` 137
5/14/10 TFI10-FP Form 8
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: Goodwill
1174 Andover Park West
Permit No.: 12-S-006
Date: January 11, 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 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 construction 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.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: 1/10/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\GOODWILL CANOPY.SDF
JOB TITLE: GOODWILL
5
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 1/10/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\GOODWILL CANOPY.SDF
JOB TITLE: GOODWILL
NFPA WATER SUPPLY DATA
SOURCE
NODE
TAG
SOURCE
STATIC
PRESS.
(PSI)
130.0
RESID.
PRESS.
(PSI)
20.0
AGGREGATE FLOW ANALYSIS:
FLOW
Q
(GPM)
1500.0
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE
(FT)
SOURCE
UDG
BFI
BFO
BOR
TOR
1
2
3
4
5
6
7
8
9
0.0 SOURCE
6.2
7.2
7.2
7.2
26.2
26.2
25.4
27.4
27.4 - - - -
17.1 K=11.20
27.4 - - - -
17.1 K=11.20
27.4 - - - -
17.1 K=11.20
AVAIL.
PRESS.
(PSI)
120.3
TOTAL
@ DEMAND
(GPM)
404.0 GPM
250.0 GPM
0.0 GPM
154.0 GPM
PRESSURE
(PSI)
64.4
61.6
61.2
54.2
54.2
45.9
45.9
46.2
42.9
38.4
21.4
37.5
20.9
37.2
20.7
REQ'D
PRESS.
(PSI)
404.0 64.4
DISCHARGE NOTES
(GPM)
154.0
51.8
51.2
51.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 1/10/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\GOODWILL CANOPY.SDF
JOB TITLE: GOODWILL
NFPA PIPE DATA
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe)
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 Source 0.0 E:31.0 99.25 140 2.7
SOURCE 0.0 64.4 153.9 BFI D8.000 T:59.0 97.00 -2.7
UDG 6.2 61.6 154.0 8.390 G: 7.0 196.25 0.000 0.0
Pipe: 2
UDG
BFI
Pipe: 3
BFI
BFO
Pipe: 4
BFO
BOR
Pipe: 5
BOR
TOR
Pipe: 6
TOR
1
Pipe: 7
1
2
Pipe: 8
2
3
Pipe: 9
3
4
Pipe: 10
4
5
Pipe: 11
4
6
Pipe: 12
6
7
0.0 0.0
6.2 61.6 153.9 BFO
7.2 61.2 153.9
A8.000 E:18.0
7.981
2.75 120
18.00
20.75 0.000
0.0 Fixed Pressure Loss Device
7.2 61.2 153.9 BOR 7.0 psi, 153.9 gpm
7.2 54.2 153.9
0.4
-0.4
0.0
0.0 0.0 4.25 120 0.0
7.2 54.2 153.9 TOR A8.000 E:18.0 53.00 0.0
7.2 54.2 153.9 7.981 T:35.0 57.25 0.000 0.0
0.0 0.0
7.2 54.2 153.9 1
26.2 45.9 153.9
26.2
26.2
26.2
25.4
25.4
27.4
27.4
27.4
27.4
17.1
27.4
27.4
27.4
17.1
0.0 0.0
45.9 153.9 2
45.9 153.9
0.0 0.0
45.9 153.9 3
46.2 153.9
0.0 0.0
46.2 153.9 4
42.9 153.9
0.0 102.2 6
42.9 51.8 5
38.4 153.9
11.20
38.4
21.4
0.0
38.4
37.5
11.20
37.5
20.9
51.8 Disch
0.0
51.8
51.0 8
51.2 7
102.2
51.2 Disch
0.0
51.2
T:41.0
B8.000 G: 5.0
8.249 A:37.0
B8.000 E:21.0
8.249
19.00 120 8.3
83.00 -8.2
102.00 0.000 0.0
77.00 120 0.0
21.00 0.0
98.00 0.000 0.0
267.50 120 0.3
B8.000 2E:42.0 83.00 0.4
8.249 T:41.0 350.50 0.000 0.1
B2.000 T:12.0
2.157
B2.000 T:12.0
2.157
2.00 120 3.2
12.00 -0.9
14.00 0.170 2.4
14.50 120 4.5
12.00 0.0
26.50 0.170 4.5
14.50 120 17.1
A1.000 2E: 4.0 14.00 4.5
1.049 2T:10.0 28.50 0.756 21.5
B2.000
2.157
A1.000 2E: 4.0
1.049 2T:10.0
12.00 120 1.0
0.00 0.0
12.00 0.079 1.0
14.50 120 16.6
14.00 4.5
28.50 0.740 21.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 1/10/2012 C:\PROGRAM FILES\HRS SYSTEMS\HASS82\GOODWILL CANOPY.SDF
JOB TITLE: GOODWILL
Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe)
To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 0.0 0.0 12.00 120 0.3
6 27.4 37.5 51.0 9 B2.000 - - 0.00 0.0
8 27.4 37.2 51.0 2.157 12.00 0.022 0.3
Pipe: 14
8
9
27.4
17.1
NOTES (HASS):
11.20
37.2
20.7
51.0 Disch
0.0
51.0
A1.000 2E: 4.0
1.049 2T:10.0
14.50 120
14.00
28.50 0.735
(1) Calculations were performed by the HASS 8.2 computer program
under license no. 49040769 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 0.010 gpm and a maximum
imbalance at any node of 0.140 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 19.2 ft/sec at pipe 10.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: A MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee
1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00
7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00
16.5
4.5
21.0
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Per The Attached Letter
hese plans have been revievsfed by The Tukwila Fire
• ievention Bureau for conformance with current City
Jandards. ACCeptance i5 SithjeCt to errors and
iiiissions which do not authorize violations of adopted
•-andards and ordinances. The responsibility for the
,deqtricy of design rests totally with the designer.
••ciditions, deletions or revisions to these drawings after
date will void this zcceptance and will require a
resubmittal of revised drawings for subsequent approval.
Final acceptance is subjed to field test and inspection by
The Tukwila Fire Prevention Bureau.
By:_A6nSj_L_
Date: I /•-• I )-
“ atvrazia?ativir
&
sccrof,..) ire, 1'
(V:: A FreUi DEPARTMENT
Plaise csli 206-575-4407 and
give this Fire Permit No.
- • Q.L,
and exact address for shut-
down or restoration approval.
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FIRE PROTECTION INC.
Ana 425-453-5077 P.O. COX 1543 WA 53072 E—MAIL: advilreOlsomedle.00m
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