HomeMy WebLinkAboutFIR2003-00032 Final Sprinkler System - FIR Permit / Conditions - 10/10/2003 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262
soMason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670,ext.352
Shelton,WA 98584
lo FIRE PROTECTION PERMIT FIR2003-00032
APPLICANT: BRAD WILSON RECEIVED: 7/21/2003
CONTRACTOR: LICENSE: EXP: ISSUED: 8/20/2003
SITE ADDRESS: 41 E BEAUMONT DR UNIT A- B SHELTON EXPIRES: 2/20/2004
PARCEL NUMBER: 420014490003
LEGAL DESCRIPTION: GOUT LOT 2, NLY OF R/W EX LOT: 3 OF SP#2763#632794
PROJECT DESCRIPTION: RESIDENTIAL FIRE SPRINKLER SYSTEM
INFORMATIONGENERAL System Information
Type of Use: RES Sprinkler Heads: 22 Audible Switches: 1 Pull Stations: 0
Fire District: 11 Flow Switches: 1 Visual Devices: 0 Door Releases: 0
Hood&Duct?: Pressure Switches:: 0 Smoke Detectors: 0 Duct Detectors: 0
Dry Chemical?:
Zones: 1 Heat Detectors: 0
i Wet Chemical?:
Sprinkler?: Y
Standpipe?: SQUARE FOOTAGE FEES
Monitoring Station No.: FirstFloor: 2,600.00 Type Amount Due Amount Paid
Auto Fire Alarm?: Second Floor:
Third Floor;: Sprinkler System Permit $65.00 $65.00
Sprinkler System Permit $100.00 $100.00
Total: $165.00 $165.00
FIR2003-00032 Please refer to the following pages for conditions of this permit. 1 of 3
CASE NOTES
FIR2003-00032
CONDITIONS FOR
FIR2003-00032
This project becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended fora period of 180 days at any time after work is
commenced. Evidence of continuation of work is a progre spection within the 180 day period. ,
Owner or Agent:_ _ Date:_ _
F IR2003-00032 Please refer to the following pages for conditions of this permit. 2 of 3
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o Footings / Setbacks Date By Ribbons
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Foundation Walls Date B y Set-up
Date By INSULATION Date By
B G / Slab Insulation Floors Final
Date By Date By Date By
FRAMING Walls FIRED T
Date By Date By Date o B
PLUMBING Attic OTH
Groundwork Date By
Date By WALLBOARD NAILING
D.W.V. Date By
Date By FINA I SPECTI
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Date By Vp
Date By
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MASON COUNTY FIRE MARSHAL
Mason County Bldg. III 426 W Cedar St
PO BOX 186 Shelton,WA 98584
(360)427-9670 Ext.273
CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION
RESIDENTIAL SPRINKLER SYSTEM FUNCTIONAL FLOW TEST
Name/Address: 4,� APermit #: FIR a03 -6c!�t-_3 ,
SPECIAL PROVISIONS
1. Locate the hydraulically most remote heads (as indicated on the plans).
2. Close sprinkler control valve.
3. Drain system piping.
4. Remove selected remote heads from the system.
5. Install "full flow" quarter-turn valves at each head location.
6. Remove the fusible element and deflector from selected sprinkler heads.
7. Install test heads in the ball valves and connect each assembly to the system.
8. Replace the next up-stream head with a 200 psi, calibrated pressure gauge.
9. Place a 2" PVC pipe over the orifice of the test heads. Direct the discharge into a calibrated
30 gallon'container.
10. Flow the most remote head for 30 seconds. Record the static pressure prior to the flow,
and the residual pressure during the 30 second flow test.
11. Measure the volume of water in the container and multiply X 2. Record the results and
empty the container.
12. Flow the most remote heads for 30 seconds. Record the static pressure prior to the flow,
and the residual pressure during the 30 second flow test.
13. Measure the volume of water in the container and multiply X 2. Record the results and
empty the container.
14. Verify that flow rates and pressures conform with the hydraulic calculations and are within
the manufacturers specifications for the coverage area of the sprinklers.
COVERAGE MIN. MIN STATIC ACTUAL ACTUAL
AREA PSI FLOW PRIOR PSI FLOW
1 HEAD 1,4I` d ZI 4-
2
4 HEADS {—CA {— L4+ y — J�
FIRE & LIFE SAFETY INSPECTION: STATEMENT OF DEFICIENCY & CORRECTIVE ACTION
FACILITY ADDRESS•
NAME %f(_ ',1` . \ � / f': r- Y.,,t% CITY ZIP PHONE
INSPECTOR )a V x AGENCY
DAVE SALZER 360-427-9670 X-273 MASON COUNTY FIRE MARSHAL FD DATF�
ITEM STATEMENT OF
No. CODE OR WAC CORRECTIVE ACTION CORRECTION
DEFICIENCY REFERENCE REQUIRED REQUIRED BY
t DATE
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THE DEFICIENCIES DESCRIBED ABOVE HAVE BEEN SIGNATURE REINSPECTION DATE
EXPLAINED TO ME, AND I AGREE TO MAKE CORRECTIONS ! \�
NO LATER THAN THE DATES INDICATED
PAGE OF PAGES
White Copy: Occupant— Yellow Copy: Fire Marshal — Pink Copy: Fire District
MASON COUNTY FIRE MAR96CIVED
Irm hyJ=1i Maspn County Bldg. III 42_6 0 Cedar St „� � 2
PO BOX 186 Shelton,WA 5!�584 2003
(360)427-9670 Ext.273
426 W; CE"—Tyaa¢
r 4 E/
.
Mason County Fire Protection System Permit Application
Incomplete a )plicatioii will not be accepted
Owner:
Mailing Address: � ��' 'ity: �` �`'�`- Statj�?�Zip: G �`
Site Address: � lit City: State:44zip:
Parcel M A-7-1001—44-g0Dj93 Legal Description: a0y4- &)A4 pF R AALEK
L-t� BF SRC 02 7 a -7t?14
Lien/Title Holder:
Address:
- City: -- State: __ Zip:
Contractor: �' ,'hone #: )may^ y
Address: 01 y��, y`
City: �TStatc 7_ip: 'l�
Contractor Registration # elf Expiration Date: ��
Building Square Footage (exisl;ng & proposed): 15` / 2"d 3`t /
13ailding Use: &P _Occupancy Classification: 0 "onstruction Type 1
Type of System: "Type of Work.
Sprinkler: Wet ',- �Dry New System:
Standpipe: Wet Dry Modification:
AFA:
Hood & Duct:
Dry Chem:
Wet Chem:
UL certified Monitoring company: Phone #:
Contractors Bid Price: $ ,D DO. 00
Submittal Requirements on Back
Plan Submittal Requirements
Your plan submittal shall include the following
• Plans shall be on standard 24" x 36"paper, drawn to scale with dimensions and north
arrow' - ,
• Site and Floor plan with cross sectional and exterior elevations.
• Location of occupancy and /or area separation walls,'partitions, stairway enclosures,
concealed spaces, etc. `
• Cut sheets and/or references for all new devices
• Location/description of all new and existing devices.
• Battery calculations. .
• Wiring diagrams per floor or zone overlaid on an accurate floor plan.
• Electrical riser diagram showing all zones, circuits, devices, and end --of— line
resistors.
• Hydraulic calculations.
• Copy of Contractors 'old.
Fees
The permit fee will be assessed based on the submitted contractor bid for the project or a
minimum of$100.00.
A plan review fee will be calculated at 65% of the permit fee and 1.3 due upon submittal of
permit application.
Contractor's Affidavit
I certify that I am a currently registered contractor in the State of Washington. I am
aware of the ordinance re!,uirements regulating the work for which the permit is issued
and certify that all work will be in compliance with this ordinance. No changes will be
made without first obtaining approval from the Mason County Fire Marshal.
E _ Date: O
STEVE SWARTHOUT
Mason County Fire Marshal
Mason County Bldg.III
426 W.Cedar
P.O.Box 186
Shelton,WA 98584
p'' o
(360)427-9670 Ext.273
F..x 31d1/427-779R siev Mk o mavli.Ica it.;
Page 2 of 4 TFP440
Operation Minimum Flow(b)and Minimum Flow and
Maximum Maximum Residual Pressure Residual Pressure
When exposed to heat from a fire,the Coverage Spacing For Horizontal Ceiling For Sloped Ceiling
Cover Plate, which is normally sol- Area tat Ft. (Max.2 Inch Rise (Max.8 Inch Rise
dered to the Support Cup at three Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run)
points,falls away to expose the Sprin- (m x m)
kler Assembly.At this point the Deflec-
tor supported by the Arms drops down 160"F/71•C 160"Ff71'C
to its operated position.The fusible link Sprinkler Sprinkler
of the Sprinkler Assembly is com-
prised12 x 12 t2 13 GPM(4+1,?11'M) 18 t�r'M(6e,1 ll'M)
of two link halves that are sol-
dered together with a thin layer of sol- (3,7 x 3,7) (3.7) 9.6 psi(0,66 bar) 19.4 psi(1.2i hw)
der. When the rated temperature is 14 x 14 14 14 GPM(53.0I.PM) 18 GI'M(68 1 1 1'1+)
reached,the solder melts and the two (4,3 x 4,3) (4,3) 11.1 psi(0,7 7 bar) 18A psi(1.2i car)
link halves separate allowing the sprin- 16 x 16 16 16 GPDA(60,6 LPM) 18 GPM(68,1 Lr'M)
Ider to activate and flow water. (4,9 x 4,9) (4,9) 14.5 psi 11.00 bar) 18.4 psi(1,27 bar,
18 x 18 18 20 GPM'-,S.7 1 PM) N/A
,,design (5,5 x 5.5) (5,5) 22.7 ps-t1.57 Lar)
20 x 20 20 24 GPM. 90.8 L1'M) N/A
Criteria (6,1 x 6,1) (6,1) 32.7 psi(2,25 bat)
Thl? Series LFII (TY2596) Residential (a) For coverage area dimensions less than or between I'tr•:.!indicated,it is
Concealed Pendent Sprinklers are UL necessary to use the minimum required flow for the n!t.t highest coverage area
and C-UL Listed for installation in ac- for which hydraulic design crileria are stated
co-dance with the following criteria.
(b) Requirement is based on minimum flow in GPM(Lr'M)from each sprinkler:The
NOTE associated residual pressures are calculated using the nominal K-factor.Refer to
147ien conditions exist that are outside Hydraulic Design Criteria Section for details. f•1'
the scope of the provided criteria,refer
to the Residential Sprinkler Design TABLE A
Guide TFP490 for the manufacturer's
recommendations that may be accept- NFPA 130 AND NFPA 13R HYDRAULIC DESIGN CRITERIA
able to the Authority Having Jurisdic- FOR THE SERIES LFII(TY2596)
tion. ►'E4I0ENT7AL CONCEALED PENDENT SPRINKLER
System Type.Only wet pipe systems
may be utilized. —
Hydraulic Design. The minimum re- accordance with the obstruction rules to 14 ft.lbs :9.5 to t9.0 Nn+). A
quired sprinkler flow rate for systems of NFPA 13 for residential sprinklers. mum of 21 t lbs (28.5 Nm) of t,.rque
designed to NFPA 13D or NFPA 139 is to be used to install sprinki-•rs.
are given in Table A as a function of Operational Sensitivity. The sprin- 11:gher levels of torque may distort 15•
temperature rating and the maximum klers are to be installed relative to the sprinkler inlet with consequent leak-
al:r wa'ile coverage areas. The sprin- ceiling mounting surface as shown in age or impairment of the sprinkler.
k!,,r flow rate is the minimum required Figure 3.
dtr;charge from each of the total Sprinkler Spacing. The minimum Do not attempt to compensate tot in-
number of"design sprinklers"as speck spacing between sprinklers is A loot sufficient adjustment in an Escutcheon
tied in NFPA 13D or NFPA 13R. Plate by under- or over-tightening the
(2,4 m). The maximum spacing be- Sprinkler Readjusf the position of file
For systems designed to NFPA 13,the tween sprinklers cannot exceed the sprinkler lifting to suit.
number of design sprinklers is to be length of the coverage area(Rot.Table
the. the four most hydraulically de- A)being hydraulically calculated(e.g., Step 1. The sprinkler must only be
manding sprinklers. The minimum re- maximum 12 feet for a 12 It.x 12 ft. installed in the pendent position and
quired discharge from each of the four coverage area. or 20 feet for a 20 ft.x with the centerline of the sprinkler per-
sprinklers is to be the greater of the 20 ft.coverage area). pendicular to the mounting surface.
following: Step 2. Remove the Protective Cap.
• The flow rates given in Table A for Installation Step 3. With pipe thread sealant ap-
NFPA 13D and 13R as a function of plied to the pipe threads. and using
temperature rating and the maxi- The Series LFII (TY2596) must be in- tiie W-Type 18 Wrench shown in Figure
mum allowable coverage area. stalled in accordance with the follow- 2,install and tighten the Sprinkler,Sup-
• A minimum discharge of 0.1 gpm/sq. ing instructions: port Cup Assembly into the fitting The
NOTES W-T a 18 Wrench will accept a 112
of over the"design area"comprised Damn a to the fusible Link Assembly Yr t p
of the (our most hydraulically de- •q y inch ratchet drive.
landing sprinklers for the actual during installation can be avoided by
Step 4.Replace the Proleclivn Cal,hv
handling the sprinkler by the Irm11e
coverage areas being protected by arms only (i.e.. do not apply pressure Pushing it upwards until it bottoms t•;.!
the four sprinklers. to the fusible link Assembly) ac+ain;t the Support Cup. The Prole-
Obstruction To Water Distribution. live Cap helps prevent damage In file
Locations of sprinklers are to be in A leak tight 112 inch NPT sprinklerjoinl Deflector and Arms during ceiling in-
should be obtained with a torque of 7 stallation and/or during application of
4 20 T-582 P 01102 �-572
A
BC'Q� DOUBLE CHECK ASSEMBLY
13ACKFLOW PREVENTION
Characteristics
Physical Properties
Size 1/2". 314", 1", 1-1/4 1-112". 2"
Max Working Pressure 17E- PSI (1200 KPa)
Hydrostatic Test Press. 350 PSI (24r0 KPa)
Temperati;re Range 32°F to 140T (0°C to 60°C)
End Connections Threaded ANSI B2.1 F.
Materials
Valve Body Bronze
Elastomers Silicone
Springs StalnleSS Steel MODEL 850(lrz•-2")DOU&F CHECK AS. ::A1f3LY
Agency Compliance
• ANSI/AWA Conformance (C510-921 Application
W
• ASSE Listed (Std 1015) Non-Health Hazard
• CSA Options
• Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of Wye - Strainer
Southern Callfomia. I
Model F50 (1/2" - 211) Flow Curves 1/2" 1-1/2'
20 N 20 Y---T-4
S 10 10 —— I-}--- —;— --
J �-
0 0
0 3 6 9 12 15 181Grm 0 20 40 6(1 8020 Q ;VPfv11
3/411 00
a 15 a
10
10
m5 5 f....
0 o ..1,
0 5 10 15 20 25 30(GM 0 30 60 90 120 150 Ito (GFfv�
1"
20 Installation Recommendations
a15 J -- f--- - - --
10 - -
12•Mnrmum i L,xarice
5 - to Fined S'.;-uaure
0
0 10 1 '20 30 40 50 60(GI'MI
20 7
N
12� i
4 15 - — Mini
a i
10 - 1
0 5 t F10W MODEL 0,50(1/2"-2")
= 0 Outdoor Inmall0lon
0 20 40 60 80 100 120(GPM
VSR-SF
(2),.POTTERFVANE TYPE WATERFLOW
OR SMAL P
L IPE ALARM SWITCH WITH RETARD
Potter Electric Signal Company Potter Electric Signal & Mfg. LTD
2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street
St. Louis, Mo. 63146-4161 Don Mills, Ontario, Canada M3B2M3
(314)878-4321 /(800)325-3936 (416)441-1833
UL,ULC,CSFM LISTED 6 NYMEA ACCEPTED
Service Pressure: Up to 25o Psi
Minimum Flow Rate for Alarm: 1n OPM
Maximum Surge: to rrS
Enclosure: Cnsl Aluminum,reri en[ni,el linish
Cover held in place with tamper resistant screw;
Contact Ratings: Two spin of S.P.D.T (Form C)
10 An,p rt 125/250 VAC
2 Amp {,l 0 3o VDc
Conduit Entrances: Two Knockouts provided for 1/2"conduit.
Usage: Listed rlastic.Copper and Schedule 40 Iron Pipe
Fits pipe sires - 1", 1 114",A 1 112"
L491e:I1 paddles are fumisl,nd with each unit,one for each pipe size of
threaded or swent T EE,one Inv 1"CPVC,and one for
1 1/2"pnlyhutylene(CIS Coppp►tuhirg size).
Environmental Specifications: Suitable for indoor or outdoor use with
Inctory installed gasket and dip cast aluminum housing.
NFMA 4 Rated Enclosure-use with appropriate conduit fitting.
Temppraturp Range-40"F/120'F(4 5'C/49"C)
Caution: This device is not intended for applications in explosive envi;..)n-
menls
Service Use:
Auton,ntir Sprinkler NFPA-13
One or Two Family Dwelling Nt PA-13D
STK. NO. 1113000 Residential Occupancy t!p to 4 Stories N;"PA-13R
National Fire Alarm Codp NFPA•72
U.S. PAT, NO.3921989, CANADIAN PAT. NO. 1009680 OPIIonal:Cover Tamper Switch.order Stk.No.0090018
OTHER PATENTS PENDING.
The ModeI VSR-SF is o vane type wntprnow sv itch for use on wet-prinklpr The vane mr rsl not rub Ili"immvie of flip"TEE"or bind in any way. The stem
Systems that use 1", 1 1/4",or 1 1/2"pipp size Thp unit may also be used should nave freely when op.-rMed by hnnd
as a sectional wate►flow detector on large systems. The dpvire rnn nt-o he used in copper or r4stir pipe installntions with flip
proper adapters so that the sppcified"TEE"(Ming may be installed on the
The unit contains two single pole double throw snnp nr-fion switches and an pipe run.
adjustable pneumatic Word.The switches are actuated wnpr,n flow of 10
gallons per minute or more occurs downstream of the devire The flow
condition must exist for a period of time necessary to overcome the selected
retard period. INSPECTION AND TESTING: Cherk the operation of the unit by opening
Ihp"In-p-rtion Tesl Vnlvp"M the pad of the sprinklpr line or the drain and
INSTALLATION:These devices may bemounledinnhorizontr,lorvprtirnl lest connection.if an Inspectors Test Vnlve is not provided.
pipe.On horizontal pipe they should be instnllpd on Ihp top side of the pipe
where they will be accessible.The units should not be in-trilled within 6' of 111hprp nits noprnvi-ions for Iestingflip operation ofthe flowdelertion devirp
n valve,drain or fitting which changes the direction of flip wnterflow The on the syslpn,,application of flip,VSn-SF is not recommended or advisable
unit has a 1"NPT bushing for threading into n non corrosive"TEE" See
figure 2 for proper"TEE"size,type and instnflntion. The fregrrenry of flip inspection and telling and its associnted pinleclive
n,nnitoring systen, should he in nrr:ordrmcp with flip npplicnbif, NFPA.
Screw fl,e device into the"TEE"titling as shown in Fig 2 Cnrp must be Code- and Slnndnrds nndlnr authority having jurisdiction(nvtnufnctu►er
taken to properly orient the device for the direrl;on of wntnrtiow rpcomr pnd-qundprly or move frequently)
CAUTION: There are 8 paddles furnished with each Unit. These piddles have rnist:d lettering Ihat shows the p#pp,
size and type of"TEE"that they are to re used with. The proper paddle must be Used. the screw that holds the paddle
must be securely tightened.
PRINTED IN USA MKT. NnAaom-REV G � PAGE 1 OF 2
MFG.05400e02-3/94
1 )1=. 1 U► UA LU I I LA I I UIV I- I '/% 1 .1I /I
HESIUENTIAL FIRE SPHINKLLI1 SY!�TL" M 1►atet 7�z��a3 ---- _
4Actxvity
Project Name: New Duplex-- Braga Wilsor, Construction Floor Revell_ __4IIS_.
Project Location 9/ Beaumont Drive, Shelton, WA -_-__- F.lev. of Spkrst _
Available Water Supply: 24 v.p.m. at! 55 p.n . i . Locations ron,muniLy Wf-11 _
Max Sprinkler Spacing: 16 ft. X 16 ft. Sprinkler I.DIGEM concealed Pend.
IITINT'.-ST'R1NT.. Y:TT DP.STGN: ---
Mi Flow- im• Min. tf�• ,: 1,11 2 '7),r inklr-r f 1(.,wi Sy.,tem deewnd N - 24 q;"
n- o _� gI T _14 . � ( .
I 'TFTfI-SPRiNRT.T'R DVS IGN! -
Min. Flow: 24 qpm; Mitt. p. er+s: A_2 1-1 t`II TNG ( 2 npkv, flow r 74 qpm)
T.rVAL I►W:',' 'TAT.
Type of Piping! 1J1n i,9W.- R X FR 7AMS . P7 LOSS
XCPV
PVC Service(PVC). 2_00" _150' .0052 .78
20 _
ltc.il (Sch. 4n) System(CPVC) 112' 112' .09 _ 10.30
Co►+yer, R, L, M (Circle one)
"In-1 1 1,1k - -- -_ -. 1 .66
FITTINGS r VAL'.`RS ,(2-npkt. flow - 24 gpml
CALCULATIONS
1 Sprinkler flow: System demand = '16 (it" PIA a X t►NtT TOTA1. X .UNIT + TOTAI,
-- -- TYPE QTY i Q I.RN� F., I,"' dd t1do®' rp LOST
PIPING ( 1 r-pkr flow) 1"900L 3 _7'_ _ 21 ' 409_20 1 .93
WTAT, s's+ T _ I'OTr\I VT Rn 15 1 ' 15' 1 . 38 _
DIA. LENc•TI, F CF.• LOSS Fri T.nSS FT Br 1 5' 5 ' " .46
1"FL Sw 1 _4' 4 '
Service(PVC) 2" 150' .0024 .36 1" Double Check BFP , �8.00
iSystem(CPVC) 1 " 112' .0435 4.87 --`�
Plus ',51 .79 MPTPR FRTCPTOI`1 LOS'S (nITO- ) N/A
17I711WIS 1) VALVES ( 1 npkr f Inv ! ! PnTNRIXIII PRPi:3IIRP. RP4"UIRrq 8.20
R1.17VAT1011 11PJ11, T-Orq ( 8 ft X .431; �3.47
DTA.6 11n1t TOYAT. 'INIT i TOTAT. TOTAL SYSTFJ4 :'.110SURR DSKAND 136.55
TYPE. ..! Y. F.Q.LRNx EQ.:,rN.X F'It.TOSS FR.LOSS '„a---
T rrAt, .^,TIPPLY T� F•rrllriP AVAITJ%PT,R 55.00
I1" °L _ 3 7' -21 ' .0435 .91
1"T Rn 15 1 ' '- _ .65
1"T Br 1 5' S' _ " .22 NORTHWEST RP.SIhi?W1Al, FIRB SPRINRI,RR INC
1"F1 SW_ 1 4' 4' _ . 17 1671 P.thridge Aire. NB
1" Double check BFP 7.00 Olympia, :1h 9850;1
- - - ( 206) 754-0;05 FAX 1206)451-3561
METER FRWi'ION LOSS (Size- 1 N/A
SPRR PRFSSITRP RPQIIiRP,D 14.50 Cunt rnctor 's Reg. INWR"- FSOB5T111
P.1,P.VATION 1117MV LOSS ( 8 ft X J.434)
TOTAL SYSTEM PRESSURE bPM31ND 32.94 qo�Lood
TOTAL SUPPLY PRESSURE AVAILABLE
ti
b�OliSh Dectthbe
1