HomeMy WebLinkAboutFIR2002-00039 Final Sprinkler - FIR Permit / Conditions - 4/1/2003 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262
Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670,ext.352
Shelton,WA 98584
pro
FIRE PROTECTION PERMIT FIR2002-00039
APPLICANT: BRIAN PETERSEN 360-275-8727 RECEIVED: 10/29/2002
CONTRACTOR: LICENSE: EXP:
ISSUED: 11/7/2002
SITE ADDRESS: 151 NE STATE ROUTE 300 BELFAIR EXPIRES: 5/7/2003
PARCEL NUMBER: 12329429962& gb002
LEGAL DESCRIPTION: TR 10 OF NW SE, TR B EX OF SP#591, NOW TR 2 OF SP#2938
PROJECT DESCRIPTION: SPRINKLER
GENERAL INFORMATION System Information
Type of Use:
Fire District: Sprinkler Heads: Audible Switches: Pull Stations:
Hood&Duct?: Flow Switches: Visual Devices: Door Releases:
Dry Chemical?: Pressure Switches:: Smoke Detectors: Duct Detectors:
Wet Chemical?:
Zones: Heat Detectors:
Sprinkler?:
Standpipe?: SQUARE FOOTAGE FEES
Monitoring Station No.: First Floor: Type Amount Due Amount Paid
Auto Fire Alarm?: Second Floor:
Third Floor;: Sprinkler System Fee $100.00 $100.00
Total: $100.00 $100.00
FIR2002-00039 Please refer to the following pages for conditions of this permit. 1 of 2
CASE NOTES
FIR2002-00039
CONDITIONS FOR
FIR2002-00039
This project becomes null and voiid if work or construction authorized is not commenced within 180 days;or-if construction or work is suspended fora period of 180 days at anytime after work is
commenced. Evidence of tinuation ork is a progress inspection within the 180 day period:
Owner or Ag Date:
l/ /z co �---
Please sign, date, initial all
conditions and mail back
to me.
THANK YOU
RECE" V`' -
►ROV 1 LUU2
M.C.Commtinit, �wdlopment
r
FIR2002-00039 Please refer to the following pages for conditions of this permit. 2 of 2
fiO 6 A P-cl b y Phi -5 v2
FJMASON COUNTY FIRE MARSHAL ids �e®3� get,
County Bldg.III 426 W.Cedar
P.O.Box 186 Shelton.Washington 98584 03 1�Q
(360)427-9670
COD'ORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PuKld,EDUCATION
PERMIT NO. F R. Drl�75b��
MASON COUNTY FIRE PROTECTION SYSTEM
PERMIT APPLICATION
PLEASE NOTE:This application must be completed and accompanled by a minimum of three'(3)copies of
plans,specifications, and applicable calculations per Mason County Fire Protection Standards,and
submitted to the office of the Mason County Fire Marshal. This.Is not a permit and failure to submit all
necessary information will cause a delay and/or rejection of your submittal. When a permit has been
Issued,you will be notified.
PLEASE PRINT
OWNER:-D1R- .h� ` C���2Svr.3 PHONE: FIRE DISTRICT
SITE ADDRESS 0 �CITY �➢� � STATE 1P�
MAILING ADDRESS:F0 GoK S=�v Crry_r;- �A STATE\,�A ZIP SZ6
LIEN/TITLE HOLDER:
ADDRESS: CITY STATE ZIP
CONTRACTOP. s1JC-
ADDRESS:?e> CITY?dam 0RfA1JiR4:) STAT IP 993G,
CONTRACTOR PHONE#'Zco (c;ZS i -CONTRACTOR REG#, F�XI � ,JZ�-Y11g
PARCEL "�aa:e[= 1 cr'' ��tGAL DESCRIPTION: 2
-ram �c�o y°►3\2�
BLDG.SQ. FT. (EXISTING/PROPOSED}1ST
USE OF BUILDING R*g—� Oa-c_AL- iz'-yAX+—
DESCRIPTION OF WORK: SPRINKLER: WET_DRY STANDPIPE: WET DRY
AUTOMATIC FIRE ALARM HOOD &DUCT DRY CHEMICAL
WET CHEMICAL HALON NEW SYSTEM MODIFICATION R9F?Uwf
MONITORING STN PHONE
ZOOS almfflo ISOSyi4 SmLZ609C Xd3 CC:6T 11111 00/OT/80
.r
1 f -
YOUR SUBMITTAL MUST INCLUDE:
t. DIMENSIONS,SCALE,NORTH ARROW
2. FLOOR PLAN AND CROSS SECTIONAL ELEVATION
3. ALL CONCEALED SPACES(LABELED COMBUSTIBLE AND NON-COMBUSTIBLE)
4. CUT SHEETS OR REFERENCES FOR ALL NEW DEVICES
5. LOCATIONIDESCRIPTION OF ANY EXISTING DEVICES
G. BATTERY CALCULATIONS FOR FIRE ALARM SYSTEMS
7. RISER/WIRING DIAGRAM FOR FIRE ALARM SYSTEMS
S. HYDRAULIC CALCULATIONS FOR SPRINKLER SYSTEMS
PLEASE NOTE: WORK MAY PROCEED ONLY IN ACCORDANCE WITH A VALID FIRE PROTECTION
SYSTEM PERMIT ISSUED BY THE MASON COUNTY FIRE MARSHAL. A VALID PERMIT AND AN
APPROVED SET OF PLANS MUST BE ON THE JOB SITE DURING CONSTRUCTION AND MUST REMAIN
THERE UNTIL A FINAL INSPECTION IS DONE BY THE MASON COUNTY FIRE MARSHAL. FAILURE TO
OBTAIN A VAUD PERMIT PRIOR TO WORKING ON A FIRE PROTECTION SYSTEM AND/OR FAILURE TO
PROVIDE THESE PLANS AND PERMIT FOR THE MASON COUNTY FIRE MARSHAL MAY RESULT IN A
CITATION AND FINE.
OWNER'S AFFIDAVIT
I certify that I am exempt from the requirements of the Contractor's Registration Law RCW 18.27, and am
aware of the Mason County ordinance requirements forwhich this perrnitis issued and that all work will be done
in conformance therewith. No changes will be made without first obtaining approval from the Mason County
Fire Marshal.
OWNER' DATE:
CONTRACTOR'S AFFIDAVIT
I certify that I am a currently registered contractor in the State of Washington and I am aware of the ordinance
requirements regulating the work for which the permit is issued and all work done will be in conformance
therewith. No changes Wit be made without first obtaining approval from the Mason County Fire Marshal.
BY. DATE:
£002 A,LN1100 NOSVN 5ZV9LZT09£ XVd ££:bT 1111,E 00/OT/80
Page 1
Fox Fire Prevention
P.O. BOX 594
PORT ORCHARD, WA., 98366
Date 10/22/02
Job: PETERS
PROJECT INFORMATION
Job DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
-------------------------------------------------------------------------
Hose 250.0 gpm Outside Hose
System type Wet
Water Supply 100.00 psi Static, 82.00 psi Residual @ 1068.0 gpm
------------------------------------------------------------------------
CALCULATION SUMMARY
Demand 74.36 psi @ 310.1 gpm @ B.O.R.
74.59 psi @ 560.1 gpm @ Supply
94.55 psi available @ 560.1 gpm
Demand is below curve by 19.96 psi for Remote Area 1
------------------------------------------------------------------------
Notes:
RA#1 TENANT SPACE PGS 6-9
RA#2 ANIT-FREEZE LINE 10-13 te`,,%inn.Inc.
EXTRA HEAD FLOW ADDED AT NODE 4 & 8 Qcs a`e ce elifi,.g.
PROGRAM: 'HydroCalc' by Micro Space Systems I red Zlemke
+y 91- 5-G481
P.O. Box 5069, Glacier, WA 98244-5069
(800) 334-6263
n. F 6 ti
rill
�h�O�Rh Decrmb t
Water Availability Curve
100
Page 2
90
70
60
Pressure(PS
40
30
20 --------------------------------
10 -------------------------------
150 300 450 600 750 900 1050 1200 1350 1500
■Static=100 psi. Flow(GPM) ❑Demand at BOR=74.36 psi with 310.1 gpm flowing.
■Residual=82 psi at aflow of 1068 gpm. ❑System demand=74.59 psi with 560.1 gpm flawing.
Pressure available=94.55 psi when 560.1 gpm is flowing.
Demand is below curve by 19.96 psi (21.10i).
Page 3
Fox Fire Prevention
Description of Fitting abbreviations
Code Description
-----------------------------------------------------------------
T Tee
E Ninety degree elbow
VT Victaulic tee
VE Victaulic ninety degree elbow
BKF Backflow preventor
GV Gate valve
UE Underground ASCA ninety degree elbow
UT1 Underground ASCA tee: flow in run, flow out bullhead only
Description of Other abbreviations
Code Description
-----------------------------------------------------------------
AO Arm-over
DR Drop
BL Branch Line
CM Cross Main
PT Total pressure
PE Pressure loss due to elevation changes
PF Pressure loss due to friction
^.5 Raised to the power of .5 (Square Root)
A Actual pipe length
F Fitting equivalent pipe length
T Total pipe length
PETERS , 10/22/02 12:27pm Page 4
Fox Fire Prevention
DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
Remote areas are selected by allowing specified nodes to flow
for the designated remote area. Nodes not specified will have
no flow exiting those nodes within the designated remote area.
Remote area number 1 includes nodes:
1 4-11 19-21 23-26
Remote area number 2 includes nodes:
2 3 12-18 22 24-26
Remote Area Summary
Minimum Sprinkler Demand @ Supply Avail Below
RA Node Flow Press Flow Press Press Curve
1 5 26.0 20.22 560.1 74.59 94.55 19.96
2 16 14.8 6.25 391.9 76.51 97.18 20.67
Most demanding Remote Area is area number 1
PETERS 10/22/02 12:27pm Page 5
Fox Fire Prevention
DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
Raw data previous to any calculations
No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings
1 DR1 1.104 5.0 5.6 21.56 -5.00 0.0 120 32
2 DR2 1.104 2.0 5.6 7.00 -2.00 0.0 120 32
3 AO1 1.104 2.0 5.6 7.00 -2.00 0.0 120 32 2E
4 BL1 1.104 10.0 DR1 DR1 0.00 0.00 0.0 120 32 lE
5 BL1 1.452 10.0 DR1 0.00 0.00 0.0 120 32 1T
6 BL1 1.687 12.0 DR1 0.00 0.00 0.0 120 32 1T
7 BL1 1.687 12.2 DR1 0.00 0.00 0.0 120 32 1T
8 BL2 1.104 12.0 DR1 DR1 0.00 0.00 0.0 120 32 1E
9 BL2 1.452 12.0 DR1 0.00 0.00 0.0 120 32 1T
10 BL2 1.687 12.0 DR1 0.00 0.00 0.0 120 32 1T
11 BL2 1.687 8.2 DR1 0.00 0.00 0.0 120 32 1T
12 BL20 1.104 13.2 5.6 7.00 0.00 0.0 120 32
13 BL20 1.104 9.8 5.6 7.00 0.00 0.0 120 32
14 BL20 1.452 13.2 5.6 7.00 0.00 0.0 120 32
15 BL20 1.687 14.3 5.6 7.00 -3.50 0.0 120 32 2E
16 BL20 1.687 9.0 DR2 0.00 0.00 0.0 120 32 1T
17 BL20 1.687 14.6 DR2 0.00 0.00 0.0 120 32 2E
18 BL20 1.687 24.2 AO1 0.00 0.00 0.0 120 32 1T
19 CMA 3.352 10.0 BL1 .0.00 0.00 0.0 120 32 IT
20 CMA 3.352 44.3 BL2 0.00 4.50 0.0 120 32 1T,2VE
21 CMC 3.352 28.2 CMA 0.00 0.00 0.0 120 32 1VT
22 CMJ 2.154 73.1 BL20 -11 0.00 5.30 0.0 120 32 1BKF, 6VE
23 RI 4.352 0.9 CMC 0.00 0.90 0.0 120 32 1VT
24 RI 4.352 9.8 CMJ -3 0.00 9.80 0.0 120 32 1BKF
25 UG 6.160 50.0 RI 0.00 0.00 0.0 140 32 lUE, lUT1, 1GV
26 UG 6.160 0.0 0.00 0.00 250.0 140 32
PETERS 10/22/02 12:27pm Page 6
Fox Fire Prevention
DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
Remote Area #1
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Drop 1 C = 120
A 5.0 PT 21.56 1
26.0=5.60(21.56) ^.5 F 0.0 PE -2.17 (EL= -5.00 ft)
1 26.0 1.10 T 5.0 0.16488 PF 0.82 8.71
PT 20.22 4 B1 Jct
K-factor for drop 1 = 26.0/ (20.22) ^.5 = 5.78
at Hyd Ref Pts 4 5 6 7 8 9 10 11
PETERS 10/22/02 12:27pm Page 7
Fox Fire Prevention
DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
Remote Area #1
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branchline No. 1 C = 120
K=11.56=5.78+5.78 A 10.0 PT 20.22 4 DR1 + DR1
52.0=11.56(20.22) ^.5 F 2.6 PE 0.00
4 52.0 1.10 lE T 12.6 0.59427 PF 7.47 17.43
A 10.0 PT 27.69 5 DR1
30.4=5.78 (27.69) ^.5 F 7.7 PE 0.00
5 82.4 1.45 1T T 17.7 0.36693 PF 6.49 15.97
A 12.0 PT 34.18 6 -DR1
33.8=5.78 (34.18) ^.5 F 10.0 PE 0.00
6 116.2 1.69 1T T 22.0 0.33376 PF 7.36 16. 68
A 12.2 PT 41.54 7 DR1
37.3=5.78 (41.54) ^ .5 F 10.0 PE 0.00
7 153.5 1.69 1T T 22.2 0.55830 PF 12.42 22.03
PT 53.95 19 Cross ❑in Jct
K-factor for branchline no. 1 = 153.5/ (53.95) ^.5 = 20.90
Branchline No. 2 C = 120
______= K=11.56=5.78+5.78 A 12.0 PT 20.22 8 DR1 + DR1
52.0=11.56(20.22) A.5 F 2.6 PE 0.00
8 52.0 1.10 lE T 14.6 0.59427 PF 8.66 17.43
A 12.0 PT 28.88 9 DR1
31.1=5.78 (28.88) ^.5 F 7.7 PE 0.00
9 83.1 1.45 1T T 19.7 0.37227 PF 7.33 16.10
A 12.0 PT 36.21 10 DR1
34.8=5.78 (36.21) ^.5 F 10.0 PE 0.00
10 117.9 1.69 1T T 22.0 0.34249 PF 7.55 16.92
A 8.2 PT 43.76 11 DR1
38.3=5.78 (43.76) A.5 F 10.0 PE 0.00
11 156.1 1.69 1T T 18.2 0.57604 PF 10.51 22.41
PT 54.26 20 Cross main Jct
K-factor for branchline no. 2 = 156.1/ (54.26) A.5 = 21.19
PETERS 10/22/02 12:27pm Page 8
Fox Fire Prevention
DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
Remote Area #1
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Cross main A C = 120
A 10.0 PT 53.95 19 BL1
153.5=20.90 (53.95)^.5 F 23.1 PE 0.00
19 153.5 3.35 1T T 33.1 0.01971 PF 0.65 5.58
A 44.3 PT 54.61 20 BL2
156.6=21.19 (54.61) ^.5 F 38.5 PE 1.95 (EL= 4.50 ft)
20 310.1 3.35 1T 2VE T 82.8 0.07239 PF 5.99 11.27
PT 62.55 21 Cross main Jct
K-factor for Cross main A = 310.1/ (62.55) ^.5 = 39.21
Cross main C C = 120
A 28.2 PT 62.55 21 CM A
310.1=39.21 (62.55) A.5 F 20.0 PE 0.00
21 310.1 3.35 1VT T 48.2 0.07239 PF 3.49 11.27
PT 66.04 23 Top of Riser
K-factor for Cross main C = 310.1/ (66.04) ^.5 = 38.16
PETERS 10/22/02 12:27pm Page 9
Fox Fire Prevention
DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
Remote Area #1
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Riser C = 120
A 0.9 PT 66.04 23 CM C
F 23.4 PE 0.39 (EL= 0.90 ft)
23 310.1 4.35 1VT T 24.3 0.02030 PF 0.49 6. 69
A 9.8 PT 66.92 24 CM J
F 0.0 PE 4.24 (EL= 9.80 ft)
24 310.1 4.35 1BKF T 9.8 0.02030 PF 3.20 6.69 lBKF = 3.00#
PT 74.36 25 B.O.R.
Under ground C = 140
A 50.0 PT 74.36 25 B.O.R.
F 31.3 PE 0.00
25 310.1 6.16 1UE 1UT1 T 81.3 0.00281 PF 0.23 3.34
1GV
A 0.0 PT 74.59 26
250.0 gpm = Hose F 0.0 PE 0.00
26 560.1 6.16 T 0.0 0.00000 PF 0.00 6.03
PT 74.59 27 Supply Jct
Available flow at 74.59 psi is 1286.8 gpm which is 726.7 gpm from curve.
Supply pressure available with 560.1 gpm flowing is 94.55 psi,
thus system requirement is 19.96 psi below supply curve. (21.1%)
PETERS 10/22/02 12:34pm Page 10
Fox Fire Prevention
DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
Remote Area #2
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Drop 2 C = 120
A 2.0 PT 7.00 2
14.8=5.60 (7.00)^.5 F 0.0 PE -0.87 (EL= -2.00 ft)
2 14.8 1.10 T 2.0 0.05824 PF 0.12 4.97
PT 6.25 16 Bl Jct
K-factor for drop 2 = 14.8/ (6.25) ^.5 = 5.92
at Hyd Ref Pts 16 17
Arm-over 1 C = 120
A 2.0 PT 7.00 3
14.8=5.60 (7.00) ^.5 F 5.1 PE -0.87 (EL= -2.00 ft)
3 14.8 1.10 2E T 7.1 0.05824 PF 0.42 4.97
PT 6.55 18 B1 Jct
K-factor for arm-over 1 = 14.8/ (6.55) A.5 = 5.78
PETERS 10/22/.02 12:34pm Page 11
Fox Fire Prevention
DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
Remote Area 42
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branchline No. 20 C = 120
A 13.2 PT 7.00 12 End head
14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00
12 14.8 1.10 T 13.2 0.05824 PF 0.77 4.97
A 9.8 PT 7.77 13
15.6=5.60(7.77) ^.5 F 0.0 PE 0.00
13 30.4 1.10 T 9.8 0.22048 PF 2.16 10.20
A 13.2 PT 9.93 14
17.7=5.60 (9.93) ^.5 F 0.0 PE 0.00
14 48.1 1.45 T 13.2 0.13532 PF 1.79 9.31
A 14.3 PT 11.72 15
19.2=5.60 (11.72) ^.5 F 10.0 PE -1.52 (EL= -3.50 ft)
15 67.2 1.69 2E T 24.3 0.12126 PF 2.95 9.65
A 9.0 PT 13.15 16 DR2
21.5=5.92 (13.15) ^.5 F 10.0 PE 0.00
16 88.7 1.69 1T T 19.0 0.20245 PF 3.85 12.73
A 14. 6 PT 17.01 17 DR2
24.4=5.92 (17.01) ^.5 F 10.0 PE 0.00
17 113.1 1.69 2E T 24.6 0.31743 PF 7.82 16.24
A 24.2 PT 24.83 18 AO1
28.8=5.78 (24.83) A.5 F 10.0 PE 0.00
18 141.9 1.69 1T T 34.2 0.48303 PF 16.54 20.37
PT 41.37 22 Cross main Jct
K-factor for branchline no. 20 = 141.9/ (41.37) ^.5 = 22.06
PETERS 10/22/02 12:34pm Page 12
Fox Fire Prevention
DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
Remote Area #2
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Cross main J C = 120
A 73.1 PT 41.37 22 BL20
141.9=22.06(41.37) ^.5 F 25.7 PE 2.29 (EL= 5.30 ft)
22 141.9 2.15 1BKF 6VE T 98.8 0.14686 PF 25.51 12.49 1BKF = 11.00#
PT 69.17 24 Top of Riser
K-factor for Cross main J = 141.9/ (69.17) ^.5 = 17.06
f
PETERS 10/22/02 12:34pm Page 13
^ Fox Fire Prevention
DR PETERSON CLINIC
OLD BELFAIR HWY BELFAIR
Remote Area #2
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Riser C = 120
A 9.8 PT 69.17 24 CM C
F 0.0 PE 4.24 (EL= 9.80 ft)
24 141.9 4.35 1BKF T 9.8 0.00478 PF 3.05 3.06 1BKF = 3.00#
PT 76.46 25 B.O.R.
Under ground C = 140
A 50.0 PT 76.46 25 B.O.R.
F 31.3 PE 0.00
25 141.9 6.16 lUE 1UTI T 81.3 0.00066 PF 0.05 1.53
1GV
A 0.0 PT 76.51 26
250.0 gpm = Hose F 0.0 PE 0.00
26 391.9 6.16 T 0.0 0.00000 PF 0.00 4.22
PT 76.51 27 Supply Jct
Available flow at 76.51 psi is 1233.3 gpm which is 841.4 gpm from curve.
Supply pressure available with 391.9 gpm flowing is 97.18 psi,
thus system requirement is 20.67 psi below supply curve. (21.30)
yr