HomeMy WebLinkAboutMIS99-0592 Post Office Sprinklers - BLD Permit / Conditions - 9/22/1999 MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
M I S C E L L A N E O U S PERM I T FOR INSPECTIONS CALL 427-9670
MIS99-0592 PARCEL : 122205074001 PLAT :ALPLO 74 DIV : BLK : 74 LOT :
JOB ADDRESS : 18329 E STATE ROUTE 3 ALLYN
APPLICANT : US POSTAL SERVICE
OWNER : US POSTAL SERVICE
LEGAL : ALLr1 BLK: 74 LOT 1-11 VAC. SCHULZE ST ADJ. LOT 1-VAC. ALLEY ADJ. VAC. SULLIVAN ST. ADJ. LOTS 1-11
PROJECT DESCRIPTION :
SPRINKLER SYSTEM FOR UNITED STATES POST OFFICE BUILDING
PROJECT LOCATION :
Allyn
PROJECT NOTES :
TYPE AMOUNT BY DATE RECEIPT
SPSY $ 100 .00 KS 09/20/99 133
TOTAL : 100 .00 0 ER OR AGENT DATE
Y I S—PRAT, rev: 04181/92 COMPLIANCE TO ATTACHED CONDITIONS IS
REQUIRED
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
PERM I T O ONO I T I O N S
Case No . : MIS99-0592
For : US POSTAL SERVICE
Page : 1
1 > 1 . FLUSH TEST, HYDROSTATIC TEST AND FLOW TEST IS REQUIRED .
2 . ALL CONTROL VALVES AND FLOW SWITCHES ARE TO BE CONNECTED TO THE BUILDING FIRE ALARM
SYSTEM .
3 . PROVIDE PLACARD ON RISER TO INCLUDE THE FOLLOWING INFORMATION :
A . LOCATION OF DESIGN AREA .
B . DISCHARGE DENSITIES .
C . REQUIRED FLOW AND RESIDUAL PRESSURE DEMAND AT THE RISER .
D . OCCUPANCY/COMMODITY CLASSIFICATION .
E . HOSE STREAM DEMAND IN ADDITION TO SPRINKLER DEMAND .
4 . FIELD CORRECT THE LOCATION OF THE INSPECTOR TEST TO BE DOWNSTREAM FROM THE FLOW
TCH .
X
MASON COUNTY FIRE MARSHAL FILE
.7
Mason County Blip.III 426 W.Cedar
P.O.BM 186 Shelton,Washington 98584
(360)427-9670
CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION
PERMIT a
MASON COUNTY FIRE PROTECTION SYSTEM
PERMIT APPLICATION
PLEASE NOTE:This application must be completed and accompanied by a minimum of three(3)copies of
plans,specifications,and applicable calculations per Mason County Fire Protection Standards and
submltted to the office of the Mason County Fire Marshal. This Is not a pemdt and f&ne W submit all
necessary Information YAI cause a delay and/or rejection of your submittal. When a permit has been
lssued;you will be notified.
PLEASE pmw
` u5P5 Co^ISt'R.ucrw�•f �4acR :
OWNER: ORS Ca1t.644E&- CLIFF CaRoSS flzao .MA4,PHONE: W(o IRE DISTRICT 5
SITE ADDRESS:-iW52a E-1 '' �'".3 CITY A STATE.AAZIP�
MAILING ADDRESS: CITY STATE ZIP
LIEWlfITLE HOLDER:
ADDRESS: CITY • , STATE ZIP
CONTRACTOR FWTF-IDT bF-e PPOT�LrIOr`1
ADDRESS: 2,101 _1014�6►4- E:. CITY Tk�o STATWLZIP ;-�-
CONTRACTOR PHU** ONTRACTOR REG# fA?K.l t-rQ 9 9�F
PARCEL#I=0 / 56 l `I4h I LEGAL DESCRIPTION: UU4 Of5w
'5f.,cTiot4 Zo t-1, Z \4 10,V44 Of:
'eaZ-1 rJ
pll 4 Lo+1-40
V of
ASorl coc,0i. A Sk . Lod t d t9c. fi i Wd . U su11 vc�,�
BLDG. SQ. FT. (EXISTING/PROPOSED)1ST FL / . ' 2ND " / 3RD ----/
USE OF BUILDING POS I D F fi t ( Dew F,&"e-4 CgoyP b
DESCRIPTION OF WORK: SPRINKLER: WET-X-DRY STANDPIPE: WET-DRY-
AUTOMATIC FIRE ALARM HOOD &DUCT DRY CHEMICAL
WET CHEMICAL HALON NEW SYSTEM_A^ MODIFICATION RJEE VCMP
MONITORING STN PHONE
1
YOUR SUBMITTAL MUST INCLUDE:
1. 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. LOCATION1DEs�t, {+�'#rit dWiftINYING DEVICES
6. BATTERY CALCULATIONP FOR FIRE HARM SYSTEMS
7. RISER/WIRING DIAGRAM FOR FIRE ALARM SYSTEMS
8. HYDRAULIC CALCULATIONS FOR SPRINKLER SYSTEMS
PLEASE NOTE: WORK MAY PROCEED ONLY IN ACCORDANCE WITH A VALID FIRE PROTECTION
SYSTEM PERMIT ISSUE0,8Y-T"E MASON COUNTY FIRE MARSHAL. A VALID PERMIT AND AN
APPROVED SET OF PLANS MUST Bt=ON YHE'JOB SITE DURING CONSTRUCTION AND MUST REMAIN
THERE UNTIL A FINAL INSPECTION IS DONE BY THE MASON COUNTY FIRE MARSHAL. FAILURE TO
OBTAIN A VALID 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 for which this permit is 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: X DATE: X
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 chang will be made without first obtaining approval from the Mason County Fire Marshal
BY: DATE: b Z 1
Psi E PoFF�
MTI?ITIT FIKtr ftTcT�o?I
PATRIOT FIRE PROTECTION, INC.
2707 70th Ave. East
TACOMA, WA 98424 FIL E Cop
DATE JOB(253) 926-2290 A,TEN„ON
FAX (253) 922-6150
TO AAsor,-j Co . FIR M?SAaL RE: QLL`Cr-1 S CC
MASON Co i5t-96 W 47,6 vd. e1r:90-
f.
WE ARE SENDING YOU Attached ❑ Under separate cover via F f 1 ms:
Shop drawings ❑ Prints ❑ Plans a es ❑ Specifications
❑ Copy of letter ❑ Change order ❑
CO S DATE NO. DESCRIPTION
THESE ARE TRANSMITTED as checked below:
'❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
KFor your use ❑ Approved as noted ❑ Submit copies for distribution
As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR YIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
009 Co NA Sa 10 • 1t7 ti cL05CD AS 1W L`
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fry LAC]fl� S4COL D Vt 61D MO P-C i 44 IV' DELoV
COPY TO
SIGNED:Tra�c4/+-'tr
It enclosures are not as noted,kindly notW us at once.
13-34 INSTALLATION OF SPRINKLER SYSTEMS
5-4.9 Special Sprinklers. 15-5.3 Sprinkler Spacing.
511.9.i" Special sprinklers that are intended for the protec- 5-5.3.1 Maximum Distance Between Sprinklers. The maxi-
tion of specific hazards or construction features shall be per- mum distance permitted between sprinklers shall be based
mitted where such devices have been evaluated and listed for on the centerline distance between sprinklers on the branch
performance under the following conditions: line or on adjacent branch lines. The maximum distance
(1) Fire tests related to the intended hazard shall be measured along the slope of the ceiling.The maxi-
mum distance permitted between sprinklers shall comply
(2) Distribution of the spray pattern with respect to wetting with the value indicated in the section for each type or style
of floors and walls of sprinkler.
(3) Distribution of the spray pattern with respect to obstruc-
bons 5-5.3.2 Maximum Distance From Walls. The distance from
(4) Evaluation of the thermal sensitivity of the sprinkler sprinklers to walls shall not exceed one-half of the allowable
maximum distance between sprinklers. The distance from
(5) Performance under horizontal or sloped ceilings the wall to the sprinkler shall be measured perpendicular to
(6) Area of design the wall.
54.9.2 Special sprinklers shall maintain the following charac- 5-5.3.3 Minimum Distance from Walls. The minimum dis-
teristics: tance permitted between a sprinkler and the wall shall comply
(1) Orifice size shall be in accordance with 3.2.3. with the value indicated in the section for each type or style of
(2) Temperature ratings shall be in accordance with Table sprinkler.The distance from the wall to the sprinkler shall be
3-2.5.1. measured perpendicular to the wall.
I
(3) The protection area of coverage shall not exceed 400 ft2 5-5.3.4 Minimum Distance Between Sprinklers. A minimum
(36 m2)for light hazard and ordinary hazard occupancies. distance shall be maintained between sprinklers to prevent
(4) The protection area of coverage shall not exceed operating sprinklers from wetting adjacent sprinklers and to
196 ft2 (17 m2) for extra hazard and high-pile stor- prevent skipping of sprinklers.The minimum distance permit-
age occupancies. Led between sprinklers shall comply with the value indicat
the section f e or s le of sprinkler.
5 5 Position,Location,Spacing,and Use of Sprinklers. Ebased
eflector Position.
5-5.1 General. Sprinklers shall be located, spaced, and posi- fi L
�
boned in accordance with the requirements of this section. Distance Below Ceilings. The distances between[h
Sprinklers shall be positioned to provide protection of theer deflector and the ceiling above shall be selected
area consistent with the overall objectives of this standard byon the type of sprinkler and[he type of construction.
controlling the positioning and allowable area of coverage for e ector Orientation. Deflectors of sprink
each sprinkler.The requirements of 5-5.2 through 5-5.6 shall be aligned parallel to ceilings,roofs,or the incline of stairs.
apply to all sprinkler types unless modified by more restrictive
rules in Sections 5-6 through 5-11. 5-5.5 Obstructions to Sprinkler Discharge.
5-5.2 Protection Areas per Sprinkler. 5-5.5.1• Performance Objective. Sprinklers shall be located
so as to minimize obstructions to discharge as defined in 5-5.5.2
5-5.2.1 Determination of the Protection Area of Cover- and 5-5.5.3,or additional sprinklers shall be provided to ensure
age. The protection area of coverage per sprinkler(A)shall I adequate coverage of the hazard.(See Figure A-5-5.5.1.)
be determined as follows:
5-5.5.2' Obstructions to Sprinkler Discharge Pattern Devel-
(a) Along Branch Lines.Determine distance between span- opment.
klers (or to wall on obstruction in the case of the end sprinkler
on the branch line) upstream and downstream. Choose the 5-5.5.2.1 Continuous or noncontinuous obstructions less
larger of either nice the distance to the wall or the distance to than or equal to 18 in.(457 mm)below the sprinkler deflector
the next sprinkler.This dimension will be defined as S. that prevent the pattern from fully developing shall comply
(b) Between Branch Lines. Determine perpendicular dis-
with 5-5.5.2.
tance to the sprinkler on the adjacent branch line(or to a wall 5-5.5.2.2 Sprinklers shall be positioned in accordance with
or obstruction in the case of the last branch line)on each side the minimum distances and special exceptions of Sections 5-6
of the branch line on which the subject sprinkler is positioned. through 5-11 so that they are located sufficiently away from
Choose the larger of either twice the distance to the wall or obstructions such as truss webs and chords, pipes, columns,
obstruction or the distance to the next sprinkler.This dimen- and fixtures.
sion will be defined as L. 5-5.5.3' Obstructions that Prevent Sprinkler Discharge
5-5.2.1.1 The protection area of coverage of the sprinkler from Reaching the Hazard. Continuous or noncontinuous
shall be established by multiplying the S dimension by the L obstructions that interrupt the water discharge in a horizontal
dimension,as follows:A,=S x L plane more than 18 in. (457 mm) below the sprinkler deflec
tor in a manner to limit the distribution from reaching the
5-5.2.2 Maximum Protection Area of Coverage. The maxi- protected hazard shall comply with 5-5.5.3.
mum allowable protection area of coverage for a sprinkler(A,)
shall be in accordance with the value indicated in the section 55.5.3.1 Sprinklers shall be installed under fixed obstruc-
£or each type or style of sprinkler.The maximum area of cov- I tions over 4 ft (1.2 m) wide such as ducts,decks, open grate
erage of any sprinkler shall not exceed 400 ft2 (36 m2). flooring,cutting tables,and overhead doors.
t
19N Edition
4
13-188 INST.-kLLATION OF SP M54.. P
IL
TftT- C
A-5-4 The selection of a sprinkler type will vary by occupancy. is Collette in pans rom sip eral arrangements of sprinklers to
Where more than one type of sprinkler is used within a com- evaluate distribution under non-fire conditions.
partment, sprinklers with similar response characteristics Tests of special sprinklers are customized to evaluate
should be used (i.e., standard or quick response). However, responsiveness,distribution,and other unique characteristics
some hazards might benefit from designs that include the use of the sprinkler to control or extinguish.These tests include
of both standard and quick-response sprinklers. Examples variables such as the following:
include rack storage protected by standard-response ceiling (1) The location of the fire relative to the sprinklers(i.e.,below
sprinklers and quick-response in-rack sprinklers.Another case one sprinkler f between two,four,or six sprinklers)
might include opening protection using closely spaced quick-
response sprinklers with standard-response sprinklers in the (2) Fire conditions that encompass a variety of fire growth
adjoining areas. Other designs can be compromised when rates representative of anticipated conditions of use
sprinklers of differing sensitivity are mixed. An example is a (3) Tests of room areas where sprinklers are expected to
system utilizing ESFR sprinklers adjacent to a system using function in multiple arrays
high-temperature standard-response sprinklers as might be (4) Adverse conditions of use (i.e., pipe shadows or other
found in a warehouse. In this case,a fire occurring near the obstructions to discharge)
boundary might open ESFR sprinklers, which would not be (5) Effect of a fire plume on water distribution and discharge
contemplated in the standard-response system design.
e
ra va ' of h el=ase
Batt insulation createtive thermal barrierbe considered the ceilieck when determin-
Table A-5-3.1.4.4 Distance Beyond Perimeter of Storage fornces between deflectoling. The insulationHigh-Hazard Occupancies Protected with High be installed in each pojust above the sprin-Temperature—Rated Sprinklers attached to the ceilinsuch a manner thatt fall out during a fire rinkler activation.
Design Area Distance
a figure
ft2 m2 ft m Figure A-5-5.5.1 Obstructions to sprinkler discharge pattern develop-
2000 186.0 30 9.1 ment for standard upright or pendent spray sprinklers.
3000 278.7 40 12.0
8 It 0 in.(2.5 m)+/—
4ft0In.
4000 371.6 45 13.7 (1.3 m)+/— Sprinkler
5000 464.5 50 15.2 18 in
(457 mm)
6000 557.4 55 16.7 a tt
(1.3 m)
A-54.5.1 The response and water distribution pattern of
listed residential sprinklers have been shown by extensive fire
testing to provide better control than spray sprinklers in resi-
dential occupancies.These sprinklers are intended to prevent
flashover in the room of fire origin, thus improving the
chance for occupants to escape or be e%acuated.
The protection area for residential sprinklers is defined in Distribution patternfrom a
the listing of the sprinkler as a maximum square or rectangular standard spray sprinkler
area. Listing inforrrfation is presented in even 2-ft (0.65 m)
increments from 12 ft to 20 ft(3.9 in to 6.5 m).When a sprin-
kler is selected for an application,its area of coverage must be A-5-5.5.2 Where of a depth that will obstruct the spray dis-
equal to or greater than both the length and width of the haz- charge pattern, girders, beams, or trusses forming narrow
and area.For example,if the hazard to he protected is a room pockets of combustible construction along walls can require
13£t 6 in. (4.4 m)wide and 17 ft 6 in. (5.6 m)long,a sprinkler additional sprinklers.
that is listed to protect a rectangular area of 14 ft x 18 It(4.5 in A-5-5.5.3 Frequently, additional sprinkler equipment can be
x 5.8 m)or a square area of 18 ft x 18 ft(5.8 m x 5.8 m)must be avoided by reducing the width of decks or galleries and provid-
selected.The flow used in the calculations is then selected as the ing proper clearances.Slatting of decks or walkways or the use
flow required by the listing for the selected coverage. of open grating as a substitute for automatic sprinklers there-
IA-5-4.6.3 Storage in single-story or multistory buildings can be under is not acceptable. The use of cloth or paper dust tops
permitted, provided the maximum ceiling/roof height as for rooms forms obstruction to water distribution.If dust tops
specified in Table 5-11.2.2 is satisfied for each storage area. are used,the area below should be sprinklered.
A-5-4.7.2 The purpose of this requirement is to avoid scale A-5.5.6 The fire protection system design should consider the s
accumulation. maximum storage height. For new sprinkler installations,
maximum storage height is the usable height at which com-
A-5-4.9.1 Tests of standard sprinklers by approved laborato- modifies can be stored above the floor while the minimum
ries have traditionally encompassed a fire test using a 350-lb required unobstructed space below sprinklers is maintained.
(160-kg)wood crib and water distribution tests in which water Where evaluating existing situations, maximum storage
1M Edition
i
13-36 INSTAL.IATION OF SPRINKLER SYSTEMS FIL E COPY
Table 5-6.2.2(d) Protection Areas and Maximum Spacing(Standard Spray Upright/Standard Spray Pendent)for High-Piled
Storage
Protection Area Spacing(maximum)
Construction Type System Type ft2 m= ft m
All Hydraulically calcu- 100 9.3 12 3.7
lated with density z0.25
[In buildings with storage bays 25 ft(7.6 m)
wide,12 ft 6 in. (3.8 m)shall be permitted]
All Hydraulically calcu- 130 12.1 15 4.6
lated with density<0.25
5-6.3 Sprinkler Spacing(Standard Pendent and Upright Spray Exception No.2: In-rack sprinklers shall be permitted to be placed less
Sprinklers). than 6 fl(L 8 m)on center.
56.3.1 Maximum Distance Between Sprinklers. The maximum Exception No. 3. Olbstyle sprinklers protecting fur storage vaults
shall be m)on center.
distance permitted between sprinklers shall comply with Tables itte less than 6 (1.8
5�.2.2(a)through(d). LDe ector Position (Standard Pendent and Upright
5-6.3.2 Maximum Distance from Walls. Spraynhltrs).
stance Below Ceilings.5-6.3.2.1* The distance from sprinklers to walls shall notexceed one-half of the allowable distance between sprin- Under unobstructed construction, the distanceklers as indicated in Tables 5-6.2.2(a)through (d).The dis- he sprinkler deflector and the ceiling shall be a
tance from the wall to the sprinkler shall be measured of 1 in. (25.4 mm) and a maximum of 12 in.
perpendicular to the wall.Where�.alls are angled or irreg- ).
ular,the maximum horizontal distance between a sprinkler Exception: Ceiling-type sprinklers (concealed, recessed, and flush
and any point of floor area protected by that sprinkler shall types)shall be permitted to have the operating element above the ceiling
not exceed 0.75 times the allowable distance permitted and the deflector located nearer to the ceiling where installed in accor-
between sprinklers, provided the maximum perpendicular dance with their listing.
distance is not exceeded. 5-6.4.1.2 Under obstructed construction, the sprinkler
Exception:* Within small rooms as defined in 1-4.$sprinklers shall deflector shall be located within the horizontal planes of
be permitted to be located not morn than 9 fl(2.7 m)from any single 1 in. to 6 in. (25.4 mm to 152 mm) below the structural
wall. Sprinkler spacing limitations of 5-6.3 and area limitations of members and a maximum distance of 22 in. (559 mm)
Table 5-6.2.2(a)shall not be exceeded. below the ceiling/roof deck.
5-6.3.2.2 Under curved surfaces,the horizontal distance shall Exception No. 1: Sprinklers shall be permitted to be installed with the
be measured at the floor level from the wall,or the inter-sec- deflector at or above the bottom of the structural member to a maximum
tion of the curved surface and the floor to the nearest sprin- of 22 in. (559 mm)below the ceiling/roof deck where the sprinkler is
kler shall not be greater than one-half the allowable distance installed in conformance with 5-6 5.1.2.
between sprinklers. Exception No. 2: When sprinklers are installed in each bay of ob-
structed construction, deflectors shall be permitted to be a minimum
5-6.3.3 Minimum Distance from Walls. Sprinklers shall be of I in. (25.4 mm)and a maximum of 12 in. (305 mm)below the
located a minimum of 4 in. (102 mm) from a wall. ceiling.
5-6.3.4 Minimum Distance Between Sprinklers. Sprinklers Exception No.3: Sprinkler deflectors shall be permitted to be 1 in.to
shall be spaced not less than 6 ft(1.8 m) on center. 6 in. below composite wood joists to a maximum distance of 22 in.
below the ceiling/roof deck only when joist channels are fire-stopped
Exception No. 1: Sprinklers shall be permitted to be placed less than 6 fl to the full depth of the joists with material equivalent to the web con-
(L 8 m)on center where the following conditions am satisfied- struction so that individual channel areas do not exceed 300 f#
(27.9 my).
(a) Baffles shall be installed and located midway between sprin- Exception No. 4:* Deflectors of sprinklers under concrete tee con-
klers and arranged to protect the actuating elements.
struction with stems spaced less than 71/2 fl(2.3 m)but more than
(b) Baffles shall be of noncombustible or hmited-Icombustible mate- 3 ft(0.9 m)on centers shall,regardless of the depth of the tee,be per-
rial that will stay in place before and during sprinkler operation. mitted to be located at or above a horizontal plane I in. (25.4 mm)
(c) Baffles shall be not less than 8 in. (203 mm)wide and 6 im below the bottom of the stems of the tees and shall comply with Table
(152 mm)high. The tops of baffles shall extend between 2 in,and 3 in.
S-6.S.1.2.
(51 mm and 76 mm)above the deflectors of upright sprinklers. The bot- 5-6A.1.8* Sprinklers under or near the peak of a roof or ceiling
toms of baffles shall extend downward to a level at least even with the shall have deflectors located not more than 3 ft(0.9 in)vertically 1
deflectors of pendent sprinklers. down from the peak. (SerRgures 5-6.4.1.3(a)and 5-6.4.1.3(b).] 1
1999 Edition
T'H -S EL
IN cl t M. " -
S
RLA�IS, BLUEPRfS
OR O�WERSI
Ih1�GES
LARGE FORMAT
IMAGES HAVE BEEN STORED IN
FILE CABINETS) UNDER
PARCEL NUMBER
PaaceL #
CASE # m 1S qq �oc5q
�—
�He/NKI�,E' P�J
�- tYs- 8 uILT
HYDRAULIC CALCULATIONS FILE COPY
FOR
ALLYN POST OFFICE
ALLYN, WA
9/2/99 =00 .
WORK AREA
REMOTE AREA
OCCUPANCY CLASSIFICATION:
ORDINARY HAZARD
.20 GPM/SQ- 'FT-
DENSITY:
AREA OF APPLICATION:
900 SQ. FT.
COVERAGE PER SPRINKLER:
130 SQ. F'r• MAX-
NUMBER OF SPRINKLERS CALCULATED:
11
SPRINKLER WATER FLOW REQUIRED:
314.6 GPM
TOTAL WATER REQUIRED:
564.E GPM
(INCLUDING HOSE)
E GPM @14.
FLOW AND PRESSURE AT BASE OF RISER: 314.6
PSI
SPRINKLER ORIFICE SIZE:
17/32 INCH
PATRIOT FIRE
SPRINKLER CONTRACTOR: PROTECTION
DESIGN/LAYOUT BY: P. pOFFENBERGER
AUTHORITY HAVING JURISDICTION:
MASON COUNTY
JOB TITLE: ALLYN POST OFFICE, WORK AREA
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS: @ PRESS. @ DEMAND PRESS.
TAG (PSI ) (PSI) (GPM) (PSI) (GPM) (PSI)
99 39 .0 33.0 790.0 35.8 564.6 31 .1
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 564 .6 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 314.6 GPM
I _ -
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
S-1 9.0 K= 8.00 10.9 26.4
S-2 9.0 K= 8.00 12.7 28.5
S-3 9.0 K= 8.00 14.6 30.6
S-4 9.0 K= 8.00 16.6 32.6
S-5 9.0 K= 8.00 10.9 26.5
S-6 9.0 K= 8.00 11.4 27.1
S-7 9.0 K= 8.00 13.3 29.2
S-8 9.0 K= 8.00 14.5 30.5
S-9 9.0 K= 8.00 10.6 26.0
S-10 9.0 K= 8.00 -12 .0 27.8
S-11 9.0 K= 8.00 13.5 29.4
1 11.0 - - - - 11.4 - - -
2 11.0 - - - - 13.4 - - -
3 11.0 - - - - 15.5 - - -
4 11.0 - - - - 17.8 - - -
5 11.0 - - - - 19 .2 - - -
6 14.0 - - - - 12.2 - - -
7 14.0 - - - - 12.9 - - -
8 14.0 - - - - 13.5 - - -
9 14.0 - - - - 14.9 - - -
10 14.0 - - - - 16.5 - - -
11 11 .0 - - - - 19.2 - - -
12 11.0 - - - - 11.0 - - -
13 11.0 - - - - 12.7 - - -
14 11.0 - - - - 14.3 - - -
15 11.0 - - - - 19.3 - - -
16 11.0 - - - - 20.4 - - -
17 2.5 - - - - 26.6 - - -
95 3.0 - - - - 26.6 - - -
96 3.0 - - - - 30.6 - - -
97 1.0 - - - - 31.5 - - -
98 0.5 - - - - 31.8 - - -
99 2.6 SOURCE 31.1 314.6
JOB TITLE: ALLYN POST OFFICE, WORK AREA
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) F.L./FT (PSI) ;
L
Pipe: 1 -26.4 1.104 PL 2.00 PF 1 .4
S-1 9.0 8.0 10.9 26.4 8.8 120 FTG T PE -0.9
1 11 .0 0.0 11.4 0.0 0.170 TL 8.00 PV 0.5
Pipe: 2 -26.4 1.104 PL 12.00 PF 2.0
1 11.0 0.0 11.4 0.0 8.8 120 FTG ---- PE 0.0
2 11.0 0.0 13.4 0 .0 0.170 TL 12.00 PV 0.5
Pipe: 3 -28.5 1.104 PL 2.00 PF 1.6
S-2 9 .0 8.0 12.7 28.5 9.6 . 120 FTG T PE -0.9
2 11.0 0.0 13.4 0.0 0.196 TL 8.00 PV 0.6
Pipe: 4 -54.9 1.452 PL 12.00 PF 2.1
2 11 .0 0 .0 13.4 0.0 10.6 120 FTG ---- PE 0.0
3 11.0 0.0 15.5 0.0 0.173 TL 12.00 PV 0.8
Pipe: 5 -30.6 1 .104 PL 2.00 PF 1.8
S-3 9.0 8.0 14.6 30.6 10.2 120 FTG T PE -0.9
3 11.0 0.0 15.5 0.0 0.222 TL 8.00 PV 0.7
Pipe: 6 -85.5 1.687 PL 12.00 PF 2.3
3 11.0 0.0 15.5 0.0 12.3 120 FTG ---- PE 0.0
4 11 .0 0.0 17.8 0.0 0.189 TL 12.00 PV 1.0
Pipe: 7 -32.6 1.104 PL 2.00 PF 2.0
S-4 9 .0 8.0 16.6 32.6 10.9 120 FTG T PE -0.9
4 11 .0 0.0 17 .8 0.0 0.251 TL 8.00 PV 0.8
Pipe: 8 -118.1 2.154 PL 1.50 PF 1.4
4 11.0 . 0.0 17.8 0.0 10.4 120 FTG T PE 0.0
5 11.0 0.0 19.2 0.0 0.105 TL 13.50 PV 0.7
Pipe: 9 -118.1 4.260 PL 11.00 PF 0.0
5 11.0 0.0 19.2 0.0 2.7 120 FTG ---- PE 0.0
11 11.0 0.0 19.2 0.0 0.004 TL 11.00 PV 0.0
Pipe: 10 -26.5 1.104 PL 8.25 PF 3.5
S-5 9.0 8.0 10.9 26.5 8.9 120 FTG 2ET PE -2.2
6 14.0 0.0 12.2 0.0 0.170 TL 20.25 PV 0.5
Pipe: 11 -26.5 1.452 PL 14.00 PF 0.6
6 14.0 0.0 12.2 0.0 5.1 120 FTG ---- PE 0.0
7 14.0 0.0 12.9 0.0 0.045 TL 14.00 PV 0 .2
Pipe: 12 -27.1 1.104 PL 8.25 PF 3.6
120
14.0 0 .0 12.9 0.0 0.177 G TL
7 2 7.1 9.1 20.25 PV 0.6
7
Pipe: 13 -53.5 1.687 PL 8_
8 00 PF 0.6
7 14.0 0.0 13.5 0.0 7.7 0.079 TLG 8.00 PV 0.4
SPRINKLER byblLvi n,,. .� ...._ --
JOB TITLE: ALLYN POST OFFICE, WORK AREA _
PIPE DATA (cont. )
9(GPM) DIA(IN) LENGTH PRESS.
PIPE TAG
END ELEV. NOZ. PT DISC. VEL(FPSFFLiW�FT (FT) (PSI)
NODES (FT) (K) (PSI) (GPM) •
-29 .2 1.104 PL 5.50 PF 2.3
Pipe: 14 0 80 13.3 29.2 9.8 120 FTG T PE -2.2
9. .
S-7 0.204 TL 11.50 PV 0.6
g 14.0 0 .0 13.5 0.0
Pipe: 15 -82.7 1.687 PL 8_00 PF 1.4
120 FTG PE 0.0
8 14.0 0.0 13.5 0.0 11.9 0.178 TL 8.00 PV 0.9
g 14.0 0 .0 14.9 0.0
Pipe: 16 -30.5 1.104 PL 5 .50 PF 2.5
9.0 8.0 14 .5 30.5 10.2 120 FTG T PE -0.7
S-8 0.221 TL 11.50 PV 0.7
g 14.0 0.0 14.9 0 -0
pipe: 17 -113.2 2.154 PL 4.00 PF 1.5
g 14.0 0.0 14.9 0 .0 10.0 T PE 0.0
120 FTG
0.0 0.097 TL 16.00 PV 0.7
10 14.0 0.0 16.5
Pipe: 18 -113.2 2.154 PL 3.00 PF 1.5
10 14.0 0.0 16.5 0.0 10.0 120 FTG T PE 1.3
0.0 0.097 TL 15.00 PV 0.7
11 11.0 0.0 19 .2
-231.3 4.260 PL 4_00 PF 0.1
Pipe: 19
0.0 5.2 120 FTG - PE 0.0
11 11.0 0.0 19 .3 00
0.013 TL 4.00 PV 0.2
15 11.0 0.0 19. .
Pipe: 20 -26.0 1.104 PL 2.00 PF 1.3
S-g 9.0 8.0 10.6 26.0 8 .7 0.1 20 FT TL G 8.00 PV 0.5
12 11.0 0.0 11.0 0.0
Pipe: 21 -26.0 1.104 PL 10_ PE 00 PF 1.6
0.0
12 11.0 0.0 11.0 0.0 8.7 0.165 TLG 10.00 PV 120 FT0.5
13 11.0 0.0 12.7 0.0
Pipe: 22 -27.8 1.104 PL 2.00 PF 1.5
9.0 8.0 12.0 27 .8 9.3 120 FTG T PE -0.9
5-10 0 .186 TL 8.00 PV 0.6
13 11.0 0.0 12.7 0.0
-53.8 1.452 PL 10.00 PF 1.7
Pipe: 23 120 --- PE 0.0
13 11.0 0.0 12.7 0.0 10.4 0.166 FTG
10.00 PV 0.7
14 11.0 0.0 14.3 0.0
Pipe: 24 -29.4 1.104 PL 2.00 PF 1.7
i
9.0 8.0 13.5 29.4 9.9 107 TLG
5-11 0.2 8.00 PV 0.7
14 11.0 0.0 14.3 0.0
Pipe: 25 -83.2 1.687 PL 17.50 PF 4.9
I
11.0 0.0 14.3 0.0 11.9 120 FTG T PE 0.0
14 0.180 TL 27.50 PV 1.0
15 11.0 0.0 19.3 0.0
Pipe: 26 -314.5 4 .260 PL 30.25 PF 1.1 i
11.0 0.0 19.3 0.0 7.1 120 FTG T PE 0.0
15 0.023 TL 48.25 PV 0.3
16 11.0 0.0 20.4 0.0
I
JOB TITLE: ALLYN POST OFFICE, WORK; AREA -
PIPE DATA. (cont: )
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
Pipe: 27 -314.5 4.260 PL 73.50 PF 2.5
16 11.0 0.0 20.4 0.0 7.1 120 FTG 2ET PE 3.7
17 2.5 0.0 26.6 0.0 0.023 TL 109.50 PV 0.3
Pipe: 28 -314.5 4.260 PL 1.50 PF 0.2
17 2 .5 0.0 26.6 0.0 7.1 120 FTG E PE -0.2
95 3.0 0.0 26.6 0.0 0.023 TL 10.50 PV 0.3
Pipe: 29 FIXED PRESSURE LOSS DEVICE
96 3.0 0.0 30.6 0.0 4.0 psi, 314.5 gpm
95 3.0 0.0 26.6 0.0
Pipe: 30 -314 .5 4.260 PL 2.06 PF 0.0
96 3.0 0.0 30.6 0.0 7.1 120 FTG ---- PE 0.9
97 1.0 0.0 31.5 0.0 0.023 TL 2.00 PV 0.3
Pipe: 31 -314.5 4.260 PL 0.50 PF 0.0
97 1.0 0.0 31.5 0.0 7.1 120 FTG ---- PE 0.2
98 0.5 0.0 31 .8 0.0 0.023 TL 0.50 PV 0 .3
Pipe: 32 -314.6 6.280 PL 41.50 PF 0.2
98 0.5 0.0 31.8 0.0 3.3 140 FTG 2ETG PE -0.9
99 2.6 SRCE 31.1 (N/A) 0.003 TL 90.71 PV 0.1
I
I
i
The system has been balanced to provide an average
imbalance at each node of 0.006 gpm and a maximum
imbalance at any node of 0.193 gpm.
Velocity pressures are printed for information only, and are
not used in balancing the system. Maximum water velocity
is 12.3 ft/sec at pipe 6.
SPRINKUrh bz,'iZin
-JOB TITLE: ALLYN POST OFFICE, WORK AREA
WATER SUPPLY CURVE
60+
I
55+ =
I
50+
4 5+
I
P 40+
E I \\\\\\\\\\\\\\0\\
S 35+ \\\\\\\\
U I * <-33.0 psi @ 790 9pm
R I X Flow Test Point
E I
( 301 `(�j"('Eh'1
P I MMAN D
S
125+
i
I
20+
1
15+
1
I
Is==e==xxx=xsasaasasas=a=asssax
10+ LEGEND
I ,
I X Required Water Supply
I 31.09 psi @ 564.6 qpm
5+
I 0 = Available Water Supply
I 35.78 psi @ 564.6 qpm
I +--------+---------+-----------+
0++-+---+----+-----+------+-------700 800 900 1000
200 300 400 500 60FLOW (GPM)
j MASON COUNTY FIRE MARSHAL
Mason County Bldg.Ifl 426 W.Cedar
s P.O.Sox 166 3hNbn.Washington 9&W
r P (360)427-%70 Ext.273
CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION
August 11, 1998
TO: Allan Borden
Planning
FROM: Dave Salzer
RE: Allyn Post Office
FIRE PROTECTION PLAN
1. Due to inadequate fire flow, a fire sprinkler system and fire alarm system
Is required throughout the building. Separate plans and permit required for
each system.
2. A 20' wide fire apparatus access road Is required to within 150' of any
portion of the exterior walls of the building.
3. A KNOX BOX emergency access key box is required. Contact Mason
County FD 5 at 426-5533 for details.
4. Location of fire lanes, fire extinguishers, exit signs and emergency lights
will be noted on approved plans.
1
D ,+i'MW OF LABOR AND INDUSM--
! 2• AS PROVIDED BY LAW- AS'`'.
SPECIALTY
OT:;SIRE PROTECTION INC
70 'Fi: AVE E
MA '�i1` 98424
F625-052-000(&97)
f
I hereby certify this copy was made fran the true nrupnal.
Notary Public in and for the State of Wast
1_ ybon, Residing
in !.t-�7y7• ommt�,. , expires on01.
fit
Y ;
01
i
I