HomeMy WebLinkAboutPP - 1210 ANDOVER PARK EAST - BIG BOX STORAGE / GRAY CAT COLLECTIVE / NEW IMAGE - PERMITS AND PLANS1210 ANDOVER PARK EAST
ASSOCIATED PERMITS
13-S-301
11-S-071
10-S-254
SITE LOCATION
Site Address:
L"
CITY OF TUKWILA
FIRE DEPARTMENT
444 Andover Park East
Tukwila, WA 98188
206-575-4407
ePROTECTION SYSTEMS PERMIT APPLICATION
Ap 'ons and plans must be complete in order to be accepted for plan review.
**PLEASE PRINT**
nate,a;pplication
accepted:
King Co. Assessor's Tax No.:
\
Tenant Name:
Suite Number: AJ f4_.. Floor: AVl (4 --
New
New Tenant? Yes ❑ - No
Property Owner's Name: G C C
City
Mailing Address:
CONTACT PERSON -if there are questions about the submittal.
/2 �\
Name: GC,
yDay Telephone:
L�
Company Name: � ki H ( C n— AV F)
Mailing Address: � 6� S (l V' 1 kJ A I
State Zip
0,6 of--6CPi
City State Zip
E-mail Address: l4�� Ci A v— �-� (, .�� Fax Number: 2$ 81 t-- r ? ? o
Valuation of Project (contractor's bid price): $ `. @ O
Scope of Work (please provide detailed information): C O"v\.c cjr ()Li r C 4-0 -eK S » t4
-t-tezn%2 C SSS
PERMIT APPLICATION NOTES
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to 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 Fire Marshal 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.
I 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 OWNER ORA HORIZEDAMENT:
Signature:
Print Name:
t1 C
Day Telephone:
Date:
a�6 ?O F-6 ce
Plan Permit App.doc 5/14/10 "I'FD FP Form 8
�— 773 r
-,
&= = ✓ ^ s! l
O Without Comments
O As Noted in Red
O Per The Attached Letter
These plans have been reviewed by The Tukwila Fre
Prevention Bureau far coniormance with current City
.;candards. Acceatarice is subject to errors and
n, nissions which Co not eurilorize violations of adopted
ndards and ordrr-laces. The responsibility for the
..dequacy or desinn rests totally with the designer.
dcntions, deletions d+s:ons to there drewings after
this dP: e will veld thic :rotz ic-c and will require a
resubmitcar of rcvrset c a; tnys for subsea rent approval.
;=final ecccntance is ;I ro{ect ko rield test and inspection by
1 ne 'rukwiia Frye Prevonr..on Bureau.
Date: -1}-
3y:
NOTICE
A completed, signed, Tukwila
Fire Departmeteslf
Certificate must be' d
to the In.spectcfi=p'rior to
cornmencement of Acceptance
Testing of any Fire Alarm
and Detection Systems.
Failure of test will result
in a Re -inspection Fee and
f rmination of the testino.
i U K1 ILAt if i_ �•C.? ar'ti'er 1-e' .
Please call 2u6-575-4407
give this Fire Permit No.
-F-v3a-
n i exact address for shcrt-
'� r n ter r stomion F;apronl,
FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS
Project Name: New Image
1210 Andover Park East
Permit No.: 10-S-254
Date: November 22, 2010
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 Tess 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' 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 30 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.
FIRE SPRINKLERS INC.
1524 45th St E, SUITE 102
SUMNER,WA 98390
HYDRAULIC CALCULATIONS
FOR
New Image
1210 Andover Park East
Tukwila, WA 98188
- Paint Booth -
FILE NUMBER: 2704 - Paint Booth.sdf
DATE: March 29, 2011
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: Extra Hazard Group 2
DENSITY: .40 gpm/sq. ft.
AREA OF APPLICATION: Entire Booth
COVERAGE PER SPRINKLER: 91 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 624.4 gpm
TOTAL WATER REQUIRED (including hose): 1124.4 gpm
FLOW AND PRESSURE (@ BOR): 624.4gpm @ 117.7 psi
SPRINKLER ORIFICE SIZE: K=8.0
SPRINKLER TYPE: Pendent
SPRINKLER TEMP: 155°
NAME OF CONTRACTOR: FIRE SPRINKLERS INC
DESIGN/LAYOUT BY: Seibert
AUTHORITY HAVING JURISDICTION: Tukwila Fire Dept
CONTRACTOR CERTIFICATION NUMBER: FIRESI*988RJ
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38011601 )
HRS SYSTEMS, INC.
Items listed in bold print are automatically transfered from the calculation report
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 3/30/2011DESIGN\03-CALCULATIONS\01-HYDRAULIC\2704 - PAINT BOOTH.SDF
JOB TITLE: Paint Booth
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SRC 150.0 20.0 6685.0 145.2 1124.4 128.7
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 1124.4 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 624.4 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 20.2 - - - - 29.8
1H 19.8 K= 8.00 27.9
2 20.2 - - - - 29.9
2H 19.8 K= 8.00 28.0
3 20.2 30.3
3H 19.8 K= 8.00 28.4
4 20.2 - - - - 31.0
4H 19.8 K= 8.00 29.0
5 20.2 - - - - 26.9
5H 19.8 K= 8.00 26.3
6 20.2 - - - - 27.0
6H 19.8 K= 8.00 26.3
7 20.2 27.7
7H 19.8 K= 8.00 27.0
8 20.2 - - - - 28.6
8H 19.8 K= 8.00 27.9
9 20.2 - - - - 30.1
9H 19.8 K= 8.00 29.4
10 20.2 - - - - 26.5
10H 19.8 K= 8.00 25.9
11 20.2 - - - - 26.5
11A 29.0 - - - - 20.7
11H 29.0 K= 8.00 20.7
12 20.2 - - - - 26.5
12H 19.8 K= 8.00 25.9
13 20.2 - - - - 27.1
13H 19.8 K= 8.00 26.4
14 20.2 - - - - 28.5
14H 19.8 K= 8.00 27.8
42.3
42.4
42.6
43.1
41.0
41.0
41.6
42.2
43.3
40.7
36.4
40.7
41.1
42.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 3/30/2011DESIGN\03-CALCULATIONS\01-HYDRAULIC\2704 - PAINT BOOTH.SDF
JOB TITLE: Paint Booth
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
15 20.2 - - - - 30.7
15H 19.8 K= 8.00 29.9 43.7
A 20.2 - - - - 33.8
B 20.2 34.2
C 20.2 36.1
D 20.2 45.9
E 9.0 57.9
G 26.1 85.6
H 26.1 100.5
J 26.1 104.1
K 26.1 105.8
TOR 26.1 107.5
BOR 4.5 117.7
BF1 -3.0 128.0
BF2 -3.0 - - - - 123.0 - - -
SRC -3.0 SOURCE 128.7 624.4
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 3/30/2011DESIGN\03-CALCULATIONS\01-HYDRAULIC\2704 - PAINT BOOTH.SDF
JOB TITLE: Paint Booth
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 -42.3 2.203 PL 7.54 PF 0.1
1 20.2 0.0 29.8 0.0 3.6 120 FTG ---- PE 0.0
2 20.2 0.0 29.9 0.0 0.014 TL 7.54 PV
Pipe: 2 -84.6 2.203 PL 7.54 PF 0.4
2 20.2 0.0 29.9 0.0 7.1 120 FTG ---- PE 0.0
3 20.2 0.0 30.3 0.0 0.051 TL 7.54 PV
Pipe: 3 -127.3 2.203 PL 6.54 PF 0.7
3 20.2 0.0 30.3 0.0 10.7 120 FTG ---- PE 0.0
4 20.2 0.0 31.0 0.0 0.108 TL 6.54 PV
Pipe: 4 -170.4 2.203 PL 1.50 PF 2.8
4 20.2 0.0 31.0 0.0 14.3 120 FTG T PE 0.0
A 20.2 0.0 33.8 0.0 0.185 TL 15.14 PV
Pipe: 5 -41.0 2.203 PL 2.00 PF 0.0
5 20.2 0.0 26.9 0.0 3.5 120 FTG ---- PE 0.0
6 20.2 0.0 27.0 0.0 0.013 TL 2.00 PV
Pipe: 6 -82.0 2.203 PL 6.88 PF 0.7
6 20.2 0.0 27.0 0.0 6.9 120 FTG 2L PE 0.0
7 20.2 0.0 27.7 0.0 0.048 TL 15.06 PV
Pipe: 7 -123.6 2.203 PL 8.71 PF 0.9
7 20.2 0.0 27.7 0.0 10.4 120 FTG ---- PE 0.0
8 20.2 0.0 28.6 0.0 0.102 TL 8.71 PV
Pipe: 8 -165.8 2.203 PL 8.71 PF 1.5
8 20.2 0.0 28.6 0.0 14.0 120 FTG ---- PE 0.0
9 20.2 0.0 30.1 0.0 0.176 TL 8.71 PV
Pipe: 9 -209.2 2.203 PL 1.58 PF 4.1
9 20.2 0.0 30.1 0.0 17.6 120 FTG T PE 0.0
B 20.2 0.0 34.2 0.0 0.270 TL 15.22 PV
Pipe: 10 -40.7 2.203 PL 1.17 PF 0.0
10 20.2 0.0 26.5 0.0 3.4 120 FTG ---- PE 0.0
11 20.2 0.0 26.5 0.0 0.013 TL 1.17 PV
Pipe: 11 -77.1 2.203 PL 0.83 PF 0.0
11 20.2 0.0 26.5 0.0 6.5 120 FTG ---- PE 0.0
12 20.2 0.0 26.5 0.0 0.043 TL 0.83 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 3/30/2011DESIGN\03-CALCULATIONS\01-HYDRAULIC\2704 - PAINT BOOTH.SDF
JOB TITLE: Paint Booth
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 12 -117.8 2.203 PL 5.54 PF 0.5
12 20.2 0.0 26.5 0.0 9.9 120 FTG ---- PE 0.0
13 20.2 0.0 27.1 0.0 0.093 TL 5.54 PV
Pipe: 13 -158.9 2.203 PL 8.71 PF 1.4
13 20.2 0.0 27.1 0.0 13.4 120 FTG ---- PE 0.0
14 20.2 0.0 28.5 0.0 0.162 TL 8.71 PV
Pipe: 14 -201.1 2.203 PL 8.71 PF 2.2
14 20.2 0.0 28.5 0.0 16.9 120 FTG ---- PE 0.0
15 20.2 0.0 30.7 0.0 0.251 TL 8.71 PV
Pipe: 15 -244.8 2.203 PL 1.58 PF 5.5
15 20.2 0.0 30.7 0.0 20.6 120 FTG T PE 0.0
C 20.2 0.0 36.1 0.0 0.361 TL 15.22 PV
Pipe: 16 -170.4 2.703 PL 6.46 PF 0.4
A 20.2 0.0 33.8 0.0 9.5 120 FTG ---- PE 0.0
B 20.2 0.0 34.2 0.0 0.068 TL 6.46 PV
Pipe: 17 -379.6 2.703 PL 6.50 PF 2.0
B 20.2 0.0 34.2 0.0 21.2 120 FTG ---- PE 0.0
C 20.2 0.0 36.1 0.0 0.300 TL 6.50 PV
Pipe: 18 -624.4 2.703 PL 6.67 PF 9.7
C 20.2 0.0 36.1 0.0 34.9 120 FTG L PE 0.0
D 20.2 0.0 45.9 0.0 0.754 TL 12.89 PV
Pipe: 19 -624.4 3.314 PL 11.25 PF 7.2
D 20.2 0.0 45.9 0.0 23.2 120 FTG 2L PE 4.9
E 9.0 0.0 57.9 0.0 0.279 TL 25.81 PV
Pipe: 20 -624.4 3.314 PL 59.92 PF 35.0
E 9.0 0.0 57.9 0.0 23.2 120 FTG T4LB PE -7.4
G 26.1 0.0 85.6 0.0 0.279 TL 125.44 PV
Pipe: 21 -624.4 3.068 PL 36.67 PF 14.9
G 26.1 0.0 85.6 0.0 27.1 120 FTG ---- PE 0.0
H 26.1 0.0 100.5 0.0 0.407 TL 36.67 PV
Pipe: 22 -624.4 4.026 PL 34.00 PF 3.7
H 26.1 0.0 100.5 0.0 15.7 120 FTG ---- PE 0.0
J 26.1 0.0 104.1 0.0 0.108 TL 34.00 PV
Pipe: 23 -624.4 5.047 PL 46.75 PF 1.7
J 26.1 0.0 104.1 0.0 10.0 120 FTG ---- PE 0.0
K 26.1 0.0 105.8 0.0 0.036 TL 46.75 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 3/30/2011DESIGN\03-CALCULATIONS\01-HYDRAULIC\2704 - PAINT BOOTH.SDF
JOB TITLE: Paint Booth
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 24 -624.4 6.065 PL 102.17 PF 1.7
K 26.1 0.0 105.8 0.0 6.9 120 FTG E PE 0.0
TOR 26.1 0.0 107.5 0.0 0.015 TL 116.17 PV
Pipe: 25 -624.4 6.065 PL 21.63 PF 0.8
TOR 26.1 0.0 107.5 0.0 6.9 120 FTG GA PE 9.4
BOR 4.5 0.0 117.7 0.0 0.015 TL 52.63 PV
Pipe: 26 -624.4 6.065 PL 112.00 PF 2.0
BOR 4.5 0.0 117.7 0.0 6.9 120 FTG 3L PE 3.2
BF2 -3.0 0.0 123.0 0.0 0.015 TL 139.00 PV
Pipe: 27 FIXED PRESSURE LOSS DEVICE
BF1 -3.0 0.0 128.0 0.0 5.0 psi, 624.4 gpm
BF2 -3.0 0.0 123.0 0.0
Pipe: 28 -624.4 6.280 PL 30.00 PF 0.8
BF1 -3.0 0.0 128.0 0.0 6.5 140 FTG TG PE 0.0
SRC -3.0 SRCE 128.7 (N/A) 0.009 TL 82.00 PV
Pipe: 29 42.3 1.380 PL 2.79 PF 2.0
1 20.2 0.0 29.8 0.0 9.1 120 FTG 2ET PE 0.2
1H 19.8 8.0 27.9 42.3 0.137 TL 14.79 PV
Pipe: 30 42.4 1.380 PL 2.79 PF 2.0
2 20.2 0.0 29.9 0.0 9.1 120 FTG 2ET PE 0.2
2H 19.8 8.0 28.0 42.4 0.137 TL 14.79 PV
Pipe: 31 42.6 1.380 PL 2.79 PF 2.1
3 20.2 0.0 30.3 0.0 9.1 120 FTG 2ET PE 0.2
3H 19.8 8.0 28.4 42.6 0.139 TL 14.79 PV
Pipe: 32 43.1 1.380 PL 2.79 PF 2.1
4 20.2 0.0 31.0 0.0 9.2 120 FTG 2ET PE 0.2
4H 19.8 8.0 29.0 43.1 0.142 TL 14.79 PV
Pipe: 33 41.0 1.380 PL 0.42 PF 0.8
5 20.2 0.0 26.9 0.0 8.8 120 FTG T PE 0.2
5H 19.8 8.0 26.3 41.0 0.129 TL 6.42 PV
Pipe: 34 41.0 1.380 PL 0.42 PF 0.8
6 20.2 0.0 27.0 0.0 8.8 120 FTG T PE 0.2
6H 19.8 8.0 26.3 41.0 0.129 TL 6.42 PV
Pipe: 35 41.6 1.380 PL 0.42 PF 0.9
7 20.2 0.0 27.7 0.0 8.9 120 FTG T PE 0.2
7H 19.8 8.0 27.0 41.6 0.132 TL 6.42 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 3/30/2011DESIGN\03-CALCULATIONS\01-HYDRAULIC\2704 - PAINT BOOTH.SDF
JOB TITLE: Paint Booth
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 36 42.2 1.380 PL 0.42 PF 0.9
8 20.2 0.0 28.6 0.0 9.1 120 FTG T PE 0.2
8H 19.8 8.0 27.9 42.2 0.136 TL 6.42 PV
Pipe: 37 43.3 1.380 PL 0.42 PF 0.9
9 20.2 0.0 30.1 0.0 9.3 120 FTG T PE 0.2
9H 19.8 8.0 29.4 43.3 0.143 TL 6.42 PV
Pipe: 38 40.7 1.380 PL 0.42 PF 0.8
10 20.2 0.0 26.5 0.0 8.7 120 FTG T PE 0.2
10H 19.8 8.0 25.9 40.7 0.127 TL 6.42 PV
Pipe: 39 36.4 1.380 PL 10.42 PF 2.0
11 20.2 0.0 26.5 0.0 7.8 120 FTG ET PE -3.8
11H 29.0 8.0 20.7 36.4 0.104 TL 19.42 PV
Pipe: 40 0.0 1.049 PL 1.00 PF 0.0
11A 29.0 0.0 20.7 0.0 0.0 120 FTG T PE 0.0
11H 29.0 8.0 20.7 36.4 0.000 TL 6.00 PV
Pipe: 41 40.7 1.380 PL 0.42 PF 0.8
12 20.2 0.0 26.5 0.0 8.7 120 FTG T PE 0.2
12H 19.8 8.0 25.9 40.7 0.127 TL 6.42 PV
Pipe: 42 41.1 1.380 PL 0.42 PF 0.8
13 20.2 0.0 27.1 0.0 8.8 120 FTG T PE 0.2
13H 19.8 8.0 26.4 41.1 0.130 TL 6.42 PV
Pipe: 43 42.2 1.380 PL 0.42 PF 0.9
14 20.2 0.0 28.5 0.0 9.0 120 FTG T PE 0.2
14H 19.8 8.0 27.8 42.2 0.136 TL 6.42 PV
Pipe: 44 43.7 1.380 PL 0.42 PF 0.9
15 20.2 0.0 30.7 0.0 9.4 120 FTG T PE 0.2
15H 19.8 8.0 29.9 43.7 0.146 TL 6.42 PV
NOTES (HASS):
(1) Calculations were performed by the HASS 8.1 computer program
under license no. 38011601 granted by
HRS Systems, Inc.
208 South Public Square
Petersburg, TN 37144
(931) 659-9760
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 3/30/2011DESIGN\03-CALCULATIONS\01-HYDRAULIC\2704 - PAINT BOOTH.SDF
JOB TITLE: Paint Booth
(2) The system has been calculated to provide an average
imbalance at each node of 0.002 gpm and a maximum
imbalance at any node of 0.107 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 34.9 ft/sec at pipe 18.
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee
2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64
2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65
3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84
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 ChkVly BfyVly GatVly AlmChk DPV1v NPTee
1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00
1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00
3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00
4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00
5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00
6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00
PAGE: D MATERIAL: DIRON HWC: 140
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
Ell Tee LngEll ChkVly BfyVly GatVly NPTee
6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 3/30/2011DESIGN\03-CALCULATIONS\01-HYDRAULIC\2704 - PAINT BOOTH.SDF
JOB TITLE: Paint Booth
WATER SUPPLY ANALYSIS
6685.0 gpm
E E
a O. w w
o rn
c a• a 0
a) • • O O
N c w v
(N S4 N >
m , - H C
w 1-1v Q E
u M) a) e.) w
Sa cIral
rl iL -H
o z aw
ro rn
).-11r) m
-1 Wr r -H N
(! -, O >.
Gu 1 • 0 • cn CO
wro N C)•m
rl a a w N
F=C
a.
0 g
0
Static: 150.00 psi
r N
O O 0 O O O O O
o O O O O O O O
l0 a' N O co ko a' N
'I 0 FC 0 w p r=441 -- a, a --1 --
W
0
0
0
0
0
r--
0 0
0
M
O
0
tf)
0
O
M
0
0
CO
N
0
O
N
FLOW (GPM)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10
DATE: 3/30/2011DESIGN\03-CALCULATIONS\01-HYDRAULIC\2704 - PAINT BOOTH.SDF
JOB TITLE: Paint Booth
WATER SUPPLY CURVE
156+
I
*\
I 0
143+ \
I \
I \
I \\
130+ X \
I \
I \
I \
117+ \
I \\
I \
I \
P104+ \
R I \
E I \
S 1 \\
S 91+ \
U 1
R 1
E 1
\
\
\
78+ \\
( I \
P 1 \
S 1 \
I 65+ \
1 \
I \\
I \
52+ \
I \
I \
I \
39+ \\
1 \
1 \
1 \
26+ LEGEND ii\
1 11 \
1 X = Required Water Supply.0 psi @ 6685 gpm-> *
I 128.75 psi @ 1124.4 gpmow Test Point
13+
I
0++-+---+----+ + + + + + +
0 = Available Water Supply
145.19 psi @ 1124.4 gpmII
II
11
Ace Fire System LLC
P.O Box 2065 Buckley WA 98321
December 12,2013
Tukwila Fire
Attn: Al Metzler
Subject: New Image 1210 Andover Park East Disconect paint booth
sprinklers.
Dear Al:
The owner has asked us to obtain permission to remove paint booth
sprinklers so the booth can be removed from building. Aprox. 16 heads.
Please let us know if this is acceptable.
Sincerely,
Brad Weber
Ace Fire System LLc
206-349-1175
TUKWILA FiRE DEPARTMENT
Please ca 5 206-575-4407 and
give this Fire Permit Nov
and exact address for shut-
iown or restoration approval.
11A" DROP
ROOF DECK
2" BRANCHLINE
Fp
1
SECTION,1
FILTER
EXHAUST DUCT
E_
DRY SIDEWALL
2" BRANCHLINE
1'/" DROP
PENDENT SPRINKLER J
i
1 518" STRUT
'\ i /'
/ i �,;' � /7
,'\ /
\/: `�i `•� \% \/ \/
i"\ i'\ \ /,i `\.\/ \ \/.
/\
FPy SCALE: 1/2" = 1'-0"
0
2
0-10
2 2
0=4 n 2-0 n j 0-10
0-4
2
5-6%
2
8-8
PAINT BOOTH
LL
LL
`.P D OP
\t O� i
THIS AREA HAS BEEN HYDRAULICALLY CALCULATED
TO DELIVER A EXTRA HAZARD GROUP 2 DENSITY OF:
0.40 OVER THE ENTIRE PAINT BOOTH.
2
4-8Y2
FSI FILE: 2704 - PAINT BOOTH.SDF
2
2
8-8'/z
11/4
06
2
4-5
7-6Y2
CoQ
O
2 /5
7-6'/s O
2
2
0-10'/z
7-10
2
0-11'%\
2 A
5-7 1 /�O
2 CV O
1-6
1
CV
2
1-7
(0
3-11
* 16-3'
NORTH FIRE SPRINKLER PIPING PLAN - PAINT BOOTH
2'-111'
2Y/2 MAIN
F
3" x 2%' GROOVED
REDUCING COUPLING
"GROOVED BUTTERF
I/419e 4' 5-t eier4-r,0,01 j S
FrK alta+- pter:4 r tv;
E
PAINT BOOTH
PAINT BOOTH CONTROL VALVE DETAIL
1:)11y SCALE: 1/2" =1'-0"
131101 /J
FF
3
22'-94"
20-9
/
22'-1'/z' FF
3
1-0
o
LIJ
CUTIN NEW
3" GROOVED TEE
1 5/8" STRUT
PS1100 CLAMP
2" TUBE STEEL FRAME
UNISTRUT
HANGER TYPE W
NTS
GLU-LAM OR
BEAM
�- MODEL #GST 20
111111
ALL THREAD ROD
HANGER RING
SAMMY SUPERSCREW
HANGER TYPE S
NTS
///////////
TOLCO FIG.
909 (2)
TOLCO FIG. 1000
"FAST CLAMP" (2)
RISER BRACE
NTS
MODEL #GST 20
\-2'/" X 8'-0" LONG SCH 10
PIPE TRAPEZE W/ 3/8"
ROD WELDED @ EA END
ALL THREAD ROD
HANGER RING
TRAPEZE
HANGER TYPE T
NTS
POST BASE
POWERSTRUT 809
NUT & WASHER
—KWIK BOLT
1/2" X 0'-3"
- CONCRETE
WALL
BALL THREAD
ROD
UNISTRUT POST
HANGER RING
HANGER TYPE U
NTS
FIG. 909
SWIVEL SWAY
BRACE FITTING
—FIG. 1000
FAST CLAMP"
SWAY BRACE ATTACHMENT
BRACE PIPE
LATERAL BRACE
NTS
SCOPE OF WORK:
1. INSTALL NEW CONTROL VALVE AND REQUIRED PIPING AND SPRINKLERS FOR NEW PAINT BOOTH..
2. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 (EXTRA HAZARD GROUP 2).
3. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA.
4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI.
5. TESTING PER NFPA #13 AND THE CITY OF TUKWILA.
GENERAL NOTES:
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY
(1-6), WHICH ARE END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13.
4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13.
6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13.
7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY
A WET PIPE SPRINKLER SYSTEM.
8, STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF
THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE.
9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS.
CONSTRUCTION NOTES:
1. ALL NEW THREADED PIPE TO BE BLACK, IMPORT SCHEDULE 40 WITH BLACK, DUCTILE IRON THREADED FITTINGS.
2. ALL NEW GROOVED PIPE TO BE BLACK, DYNAFLOW JOINED WITH GROOVED FITTINGS AND COUPLINGS.
3. THE PAINT BOOTH TO BE DEIGNED AND HYDRAULICALLY CALCULATED PER NFPA #13, EXTRA HAZARD GROUP 2 TO
A DENSITY OF .40 / THE ENTIRE BOOTH.
4. TYPICAL: HANGER TO BE HANGER TYPE W, UNISTRUT (UNLESS NOTED OTHERWISE).
Without Comments
,J" As Noted in Red
0 Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
'prevention Bureau for conformance with current City
7tor,dards. Acceptance is subject. to errors and
omissions which do not authorize violations of adopted
'>tandards and ordinances. The responsIbility for the
adequacy of design rests totally wlth the designer.
Additions, deletions or revisions to these drawings after
this date will void this f�ccep'ta!ice 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.
By: Al/v1 fl1
sa
FIG. 909
NO -THREAD SWIVEL
SWAY BRACE ATTACHMENT
FIG. 4A
PIPE CLAMP
FOR SWAY BRACE
BRACE PIPE
LONGITUDINAL BRACE
NTS
DRAWING SYMBOLS
REVISIONS
HYDRAULIC DESIGN INFO.
HANGER LEGEND
SPRINKLER HEAD LEGEND
•
-ALARM VALVE RISER
A- FLOW SWTICH RISER
- DRY PIPE RISER
- DELUGE/P.A. RISER
O
- FIRE DEPARTMENT
CONNECTION
/(f. - WATER MOTOR GONG
- ELECTRIC BELL
-FLEXIBLE GROOVED
COUPLING
—Q— - RIGID GROOVED
COUPLING
-0-
- THREADED PIPE
COUPLING
- CONTROL VALVE
- CHECK VALVE
- PIPE HANGER
(SEE CHART)
- SEISMIC BRACE
(SEE CHART)
1
9-0
1
(8-10)
- WELDED PIPE TAG
- BRANCHLINE
NUMBER
PIPE SIZE
& LENGTH
- PIPE SIZE
& LENGTH (CUT)
- HYDRAULIC NODE
* 10'-10" FF Q - ELEVATION
DATUM
* 0'-10" TS Q. - CENTERLINE
OF PIPE TO
DECK
MK DATE BY
DESCRIPTION
71 THIS SYSTEM IS
HYDRAULICALLY DESIGNED
❑THIS SYSTEM IS NOT
HYDRAULICALLY DESIGNED
A U -HOOK
L "L" ROD
SPRINKLER TYPE / SIN NUMBER
MFG
MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY
- FLOW TEST -
STATIC:
150 PSI
RESIDUAL:
20 PSI
GPM FLOWING:
6685 PGM
DATE & TIME:
- SYSTEM DESIGN -
REMOTE AREA:
ENTIRE BOOTH
DENSITY:
.40
MAX AREA/HEAD
91 SQ. FT.
B
C
COACH SCREW ROD
N
"C" CLAMP
P
TOGGLE NUT
HDI -P
PENDENT/TY4251
TYCO
TY -B
•
8.0
3/4"
155°
DRY HORIZONTAL SIDEWALL / VK252
VIKING
VK252
8.0
3/4"
286°
BRASS
BRASS
14
1
D
TOP BEAM CLAMP W/ STRAP
R
WEDGE ANCHOR
E
EYE ROD
S
SAMMY SUPER SCREW (GST20)
F
FLUSH SHELL
SW
SAMMY SIDEWINDER (SWG20)
G
CEILING FLANGE
SX
SAMMY X -PRESS
H
SIDE BEAM BRACKET
T
TRAPEZE
J
"J" BOLT
U
UNISTRUT POST
K -FACTOR
8.0
K
SHORT CLIP
W
STRUT
TOTAL THIS SHEET
15
Fire Sprinklers
WA CL# FIRESI*988RJ
1524 45th St E - Suite 102
Sumner, WA 98390
(253) 826-0099
PROJECT:
New Image - Paint Booth
1210 Andover Park East
Tukwila, WA 98188
I UPSWILA FIRE DEPA1-:44t11 ,
P e se call: 575.4407
and give this job
No• l/"S"'07/
ani xact address for shut.
• .-.r(', or rostoration Floore001
PAID
MAR 31 2011
TUKWILA FIRE
, y dff
CONTRACT WITH:
New Image
1210 Andover Park East
Tukwila, WA 98188
Greg Rust
DESIGNER:
Seibert
DATE:
March 29, 2011
SCALE:
As Noted
HAZARD:
As Noted
AHJ:
•
City of Tukwila
JOB #
2704
SHEET#
FP1 OF 1
COACHSCREW RO
SPLIT RING HANGER
SPLIT RING HANGER
HANGER TYPE W
NTS
CC ,;,,
O Without Comments
CI As Noted in Red
12f Per The Attached Letter
These plans have been reviewed by The Tukwila Fire
Prevention Bureau for +-onformanc. _.wIt;h current City.
standards. Acceptzw, u: sub;ir cl :f. , c l ter.: and
omissions which do , :/: . ;1oriz.: ‘nolailOOF of adopted
standards and c? <., ;;::,, TI1C' II>r)c,ir.,-hiiicy for the
adequacy of deslo :r ! ;�}.,� ,.,. .#,esigner.
Additions, delet o; �:. +. c rawings atter
this date will void t quire a
resubmittal of revisec::; : ^.'•` Ii; f: 1. erlt. a=pproval.
Final acceptance is suOlect to freica inspection by
The Tukwila Fire Prevention Bureau.
Date: / 1-€)-1-j O By:
i
MODEL #GST 20
ALL THREAD ROD
HANGER RING
SAMMY SUPERSCREW
HANGER TYPE S20
NTS
I t l it i LA FIRE DEPARTMIt
Please call: 575-4407
and give this job
No.10 - - )%s-1-1
,.a :xact adc_lress for shut,
,+,in ur r.9sturation aooroval,
EMI{': TEAT
Weld stamps must be
inspected before pipe is
hung. Do not paint piping
prior to hydrosta- €c test
approval.
D \ 1 QA-\ 114 pQr1114
10-0 5 81/2 ----- 0-101/2
1-0
kll
1Y4 5� 11/4
7-0 2-7 ° ti
.-
(E)1%
(E)1
EXISTING NIC
(E)1
FIRE SPRINKLER PIPING TI PLAN
SCALE: 1/8" =
SCOPE OF WORK:
1. ADD AND RELOCATE SPRINKLERS AS NECESSARY FOR THE NEW WALLS AND CEILINGS.
2. SYSTEM TO BE DESIGNED IN ACCORDANCE WITH NFPA #13.
3. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA.
4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI.
5. TESTING PER NFPA #13 AND THE CITY OF TUKWILA.
GENERAL NOTES:
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY
(1-6), WHICH IS END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13.
4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13.
6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA
PAMPHLET #13.
7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS
PROTECTED BY A WET PIPE SPRINKLER SYSTEM.
8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE
RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL.
9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS.
RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL.
CONSTRUCTION NOTES:
1. ALL WET SYSTEM PIPING TO BE SCHD 40.
2. ALL NEW FITTINGS TO BE THREADED DUCTILE IRON.
3. ARMOVERS LONGER THAN 1'-0" SHALL HAVE A HANGER .
4. TYPICAL HANGER TO BE A SPLIT RING (U.N.0).
VICINITY MAP
SCALE: NTS
DRAWING SYMBOLS
HYDRAULIC DESIGN INFO.
HANGER LEGEND
HEAD LEGEND
- ALARM VALVE RISER
- FLOW SWTICH RISER
- DRY PIPE RISER
- DELUGE/P.A. RISER
0
°V' - FIRE DEPARTMENT CONNECTION
- WATER MOTOR GONG
n - ELECTRIC BELL
F
FLEXIBLE GROOVED COUPLING
- RIGID GROOVED COUPLING
- THREADED PIPE COUPLING
--[>t<1- - CONTROL VALVE
�- - CHECK VALVE
PIPE HANGER (SEE CHART)
- PIPE HANGER (SEE CHART)
( A-1 ) - WELDED PIPE TAG
O- BRANCHLINE NUMBER
1
9-0 PIPE SIZE & LENGTH
•1
(8-10) PIPE SIZE & LENGTH(CUT)
- HYDRAULIC NODE
10'-0" AFF ELEVATION DATUM
0'-10" BOD
- CENTERLINE OF PIPE TO DECK
❑THIS SYSTEM IS THIS SYSTEM IS NOT
HYDRAULICALLY DESIGNED I I HYDRAULICALLY DESIGNED
A
U -HOOK
L
"L" ROD
SPRINKLER TYPE
MFG
MODEL
SYMBOL
ORIFICE
FINISH
CANOPY
TEMP
K -FAC
QTY
FLOW TEST
STATIC
xx
RESIDUAL
xx
GPM FLOWING
xx
DATE & TIME
xx
B
COACH SCREW ROD
N
TOGGLE NUT
UPRIGHT
VIKING
VK300
0
1/2"
C
"C" CLAMP
P
HDI -P
RECESSED PENDENT
VIKING
VK302
•
1/2"
BRASS
CHROME
155°
5.6
4
CHROME
155°
5.6
3
D
TOP BEAM CLAMP W/ STRAP
R
WEDGE ANCHOR
HORIZONTAL SIDEWALL
RELIABLE
VK304
1/2"
CHROME
CHROME
155°
5.6
6
E
EYE ROD
S
SAMMY SIDEWINDER (SWG20)
SYSTEM DESIGN
F
FLUSH SHELL
S20
SAMMY SUPER SCREW (GST20)
REMOTE AREA
xx
DENSITY
xx
MAX. AREA/HEAD
xx
K -FACTOR
xx
xx
G
CEILING FLANGE
SX
SAMMY X -PRESS
H
SIDE BEAM BRACKET
T
TRAPEZE
J
"J" BOLT
U
UNISTRUT POST
K
SHORT CLIP
w
SPLIT RING
TOTAL THIS SHEET
13
Fire Sprinklers
WA CL# FIRESI*988RJ
1524 45th St E - Suite 102
Sumner, WA 98390
(253) 826-0099
PROJECT:
New Image
1210 Andover Park East
Tukwila, WA 98188
CONTRACT WITH:
New Image
1210 Andover Park East
Tukwila, WA 98188
PAID
NOV 22 2010
TUKWILA FIRE
cc '( f51)
DESIGNER:
Seibert
DATE:
November 19, 2010
SCALE:
As Noted
HAZARD:
As Noted
AHJ:
City of Tukwila
JOB #
XXXX
SHEET #
FP1 OF 1