HomeMy WebLinkAbout02 0567Owner: ALBERTON'S GROCERY
230 PARKCENTER BLVD BOISE IDAHO 83726
Contractor: SIMPLEXGP,INNELL LP 206-291-14OLic #: SIMPLL*988BG Exp: 01-07-2004
9520 10TH AVE S #100 SEATTLE WA 98108
Subcontr:
Desc: INSTALL. COMPLETE FIRE SPRINKLER PROTECTION SYSTEM
>x>K�zzt�Xc�K�*X:Xc�:K�;K*x:���>KX:*�Xc�kY:��,����:��K�c�k�*r����KXc�K�K�K�*��KXc*�>r;�>Ka���K�KXcXc>k*X<��Kir�Xt�K��skMc�K*��x�z:���X;X:��►:X;�k�K�x
Valuation * Permit Fees: 633.65 Total Calculated Fee: 1.,050.02
49,000.00 Plan Check Fees: 411.87 Additional Fees: .00
Xc Other Fees: 4.50 Total Permit Fee: 1,050.02
%��KXc�:XC�x��K*�kXt**��K�K�;X:�K>X>K�K�Xcn:Xcak:K�:x�Xc>KM�Xc�1c�K�:K�KXcXt�X*�K:K�sKXt�KXc�K�KXta%*XcX;�K�KaK�K�KXCXC�kXc��K>K�KX:��KaKXckcX;>k>X�XXt:k>K*�K�K*�X«Xc
This permit shall become null and void if the building or work authorized by this permit is not commenced within
180 days from the date of such permit, or if this building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
NOTICE - It i.s the responsibility of the permit holder, not the City of Bremerton or Building Official to see
to it that required inspections are made. The permit holder must notify the Building official when ready for
inspections. Failure of the permit holder to notify the Building official of required inspections may result
in the stoppage of the wort: until such time that the permit holder can substantiate to the building official
that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall
be borne directly by the permit holder. Failure to substantiate rode requirements will indemnify the City
against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether specified herein
or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of
any other state or local law regulatirn construction or the performance of construction.
Signature:
I certify that I yam exempt from the requirefyients of the state contractor's regi. ation haw, u r
Section 3, Chapter 126, laws of 1967. Y/
w_ ----�—__ C� --—+—
Signature". Gate:_
Permit Center --,Approved By, Date:
aF:ZaMaF:Z-ra" F>aFZM X -T-
C:. a"TER
286 4th Street, Bremerton,
WA 98337
Phone: ( 360) 478-5275 FAX: (
360) 478-5278
BUILDING PERMIT
Job Addr:
2900 WHEATON WAY
Permit No:
02-•0567
Location:
ALBERTSON'S GROCERY STORE
Status:
ISSUED
Parcel No:
Applied:
09/12/2002
Issued:
10/11/2002
Applicant:
SIMPLEXGRINNELL LP 206-291-1400
Expires:
04/09/2003
9520 10TH AVE S #100 SEATTLE WA 98108
Owner: ALBERTON'S GROCERY
230 PARKCENTER BLVD BOISE IDAHO 83726
Contractor: SIMPLEXGP,INNELL LP 206-291-14OLic #: SIMPLL*988BG Exp: 01-07-2004
9520 10TH AVE S #100 SEATTLE WA 98108
Subcontr:
Desc: INSTALL. COMPLETE FIRE SPRINKLER PROTECTION SYSTEM
>x>K�zzt�Xc�K�*X:Xc�:K�;K*x:���>KX:*�Xc�kY:��,����:��K�c�k�*r����KXc�K�K�K�*��KXc*�>r;�>Ka���K�KXcXc>k*X<��Kir�Xt�K��skMc�K*��x�z:���X;X:��►:X;�k�K�x
Valuation * Permit Fees: 633.65 Total Calculated Fee: 1.,050.02
49,000.00 Plan Check Fees: 411.87 Additional Fees: .00
Xc Other Fees: 4.50 Total Permit Fee: 1,050.02
%��KXc�:XC�x��K*�kXt**��K�K�;X:�K>X>K�K�Xcn:Xcak:K�:x�Xc>KM�Xc�1c�K�:K�KXcXt�X*�K:K�sKXt�KXc�K�KXta%*XcX;�K�KaK�K�KXCXC�kXc��K>K�KX:��KaKXckcX;>k>X�XXt:k>K*�K�K*�X«Xc
This permit shall become null and void if the building or work authorized by this permit is not commenced within
180 days from the date of such permit, or if this building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
NOTICE - It i.s the responsibility of the permit holder, not the City of Bremerton or Building Official to see
to it that required inspections are made. The permit holder must notify the Building official when ready for
inspections. Failure of the permit holder to notify the Building official of required inspections may result
in the stoppage of the wort: until such time that the permit holder can substantiate to the building official
that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall
be borne directly by the permit holder. Failure to substantiate rode requirements will indemnify the City
against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether specified herein
or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of
any other state or local law regulatirn construction or the performance of construction.
Signature:
I certify that I yam exempt from the requirefyients of the state contractor's regi. ation haw, u r
Section 3, Chapter 126, laws of 1967. Y/
w_ ----�—__ C� --—+—
Signature". Gate:_
Permit Center --,Approved By, Date:
BE:ZEMEi 'r 01N F>EF::ZM I -r aM-FaF2
286 4th Street, Bremerton, NA 9833.7
Phone = ( 360) .478-5275 FAX: ( 360) 478-521188
Building Permit No: 02-0567
-Job Address: 2900 WHEATON WAY Status: ISSUED
Location: ALBERTSON'S GROCERY STORE Issued: 10/11/2002
Assr Acct No: Expires: 04/09/2003
R E Q U I R E D I N S P E C T I O N S
Item:
02150
CROSS CONNECTION CONTROL
Dept:
CROSSCC
Division:
Item:
02000
FIRE SPRINKLERS/SUPPRESSION
Dept:
FIRE
Division:
Item:
02700
FINAL ---BLDG
Dept:
BLDG
Division:
TESTING: Must be recognized by the Washington Association of Building Officials
SPECINSP: Must be registered with the State of WA
ST OF WA: State of WA Dept. of Labor and Industries 478-4921
HEALTH: Bremerton/Kitsap Health District 478-52:5
ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE-01�
PERMIT CENTER, ( 360) 478-5275.
Pertilit Holder's '� /� /�
Signature : _.._ _ -_ ___..L -4tt1/
a 9V
f
f
!f
i
i
Date : _�e
,t
BREMERTON PERMIT CENTER
PERMIT CONDITIONS
Permit No: 02-0567 Page: 1
Job Address: 2900 WHEATON WAY Applied: 09/12/2002
Assr Acct No: Approved: 10/11/2002
Location: ALBERTSON'S GROCERY STORE Issued: 10/11/2002
Applicant: SIMPLEXGRINNELL LP
Owner: ALBERTON'S GROCERY
Contractor: SIMPLEXGRINNELL LP
Description:
INSTALL COMPLETE FIRE SPRINKLER PROTECTION SYSTEM
Conditions:
1. A)F1ow and tamper switches required on sprinkler system
B)Install to NFPA 13 requirements
C)FDC's shall. be located not less than 3ft. nor more than
loft. from the edge of the access roadway. Shall be on the
same side of the roadway as the hydrant. Shall not be more
than 50ft. from the hydrant.
D)Provide fire flow per UFC III -A
E)A11 testing as required per NFPA 13
F )Contact (360)478-5385 for appointment
2
� 0 Er c•
yJ J;
I
NOTE: ALL APPROVED BACKFLOW ASSEMBLIES MUST BE ON THE
CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED
ASSEMBLY LIST AND MUST BE TESTED AT THE TIME OF INSTALL-
ATION, WHENEVER MOVED OR SERVICED, AND ANNUALLY. TESTS
MUST BE PERFORMED BY A CERTIFIED WASHINGTON STATE BACKFLOW
ASSEMBLY TESTER. TEST REPORTS MUST BE SENT TO BREMERTON
PUBLIC WORKS AND UTILITIES, ATTN: CROSS CONNECTION CONTROL,
100 OYSTER BAY AVENUE, BREMERTON, WA 98312.
PRIOR TO PERFORMING ANY RENOVATION OR DEMOLITION WORK,
PUGET SOUND CLEAN AIR AGENCY ( CLEAN AIR AGENCY) AND _...__.. --
WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES
REGULATIONS REQUIRE AN ASBESTOS SURVEY BE PER-6RMED TO
DETERMINE WHETHER THERE ARE ASBESTOS--CONTAININGM.ATERIA
IN THE WORK AREA OR STRUCTURE. THE ASBESTOSc�C`RVEY M E
CONDUCTEDBY AN EPA CERTIFIED (AHERA) BUILDIN INSP(EXCEPT RENOVATION OF OWNER --OCCUPIED SINGLE ILY�*Ok!
RESIDENCES).
FOR MORE INFORMATION PLEASE CONTACT CLEAN AIR AGENC9
THROUGH THEIR WEB SITE AT www.pscleanair.org OR BY PHONT
800-552-3565 OR 206-689-4058. THE L&I WEB SITE CAN BE
FOUND AT www.Ini.wa.gov/wisha/p-ts/asbestos/asbestos.htm`
WE
C O N N E C "r ION CONTROL
i
BREMERTON PERMIT CENTER
PERMIT CONDITIONS
Permit No: 02-0567 Page: 2
Permit Holder's
Signature—y
Da t e,,,"/ // l',?
09110/2002 13:55 3604785278 COMMUNITY DEVELOPMEN PAGE 01
building Permit Application 5,6 D-tt
City of Bremerton, WA 98337 Phone: (360) 478-5275 Fax: (360) 479-5278
LIJ OIL — ce,
APPLICANT: DOWNER GCONTRACTOR ❑AUTHORIZED AGENT
Sirs Address: 7-200 W&A-roAl Tax _account Number.
d26/ne/L7vn/, �lq
Owret:! ALf3E27
Concactoc: Pc. c
6(ZINNc
(-uncracror Lceme:--
Address: Z 5
Pio
_address:
E.r-puation Dare: rZ
UQ
Z
J FAY-- a o(o -
• C�It, lSo
Contact Pelson: FF O' pNi✓ LL Coumct Phoac#. Z o - Z ! - f ZZ
Check the =e of application for be ow:
❑ SF RESIDENTIAL NEW ❑ COMMERCIAL NEW
❑ DUPLEX ❑ COhaIERCIAL REMODEL
D 'vLA:S FACTURED HOME ❑ CONatERCIAL ADDITION
❑ RESIDENTLAL REMODEL ❑ COMMERICAL. REPAIR
❑ RESIDENTIAL ADDITION ❑ 1VII:LTI-F_UMILY
❑ RESIDErTIAi. REPAIR ❑ TENLA X' INIPROVEtiIENT
faaz loo
❑ GARAGE
❑ ACCESSORY BLDG
❑ SIGN
❑ DETNIO
❑ GRADING (Cubic vards:
MOTHER: FRc 50'AldKcalk
Scope of Work Proposed: 1/d57,4 G L CoM Pe -,F 7" FIRE S1012 /nl KGl�:2 PlLo7'� C�ia�/
viz Weii gdicDin/G
Square Foomge: Dweilin,,g-. Cram e: Decks:
IS T:=IS PROPERTY WITHINi ?00 FEET OF _3 SHORELINE= YES NO X
;rare: � 4.50
kpplicarions for which no peanut is issued within 190 days following the date of application 3hnl1 expire by Itmltanon. ami Sian,
and other data submitted for review may rhereafter be returned ro rhe applicanr or destroyed by the building oftkial. The OULWIr.,
01 iaL tnay cxecad ;he rime for Action by the applicant for a period not exceeding 150 days on request by the applicant snvw:ft_
that circumetanecs beyond the control of the applicant have prevented action from being taken. No applicant shaU be-Xtend--'
more thin once. fn order to renew action on an application Aker expiration; tK%applieanc shall resubmit plans and pay anew pian
rc-6ew fee.
ID�uv
2 2002 Z
APPLICANT'S SIGNATURE:__ DATE) e1v:
oREMERiUN
BUILDING DEPARTMENT
p I wA-eh�`Ac4i
i�..`�.;� �1':'k ?k %:.�i:'9:.'•�. * •�' .�k ?k �k .�::�, h'. aK �lc.,E: �' -# � �i:'�: xc.i: yY � � ?k. �:k, �4: �}::k �c •�F,y::d;'#'h::�: �!:.* � 1ti V.:M. i�..4': >!;:Y. ye .�. �F: � �{: �;; .* .* fi� :q�
r 7 S•�"
RECEIPT
?ZL .:..)k. ?ti : k= ;f: ' : 7�; �C j:.�i
:V::tiC ?k: ak. '. 3!': ?�; �C :iC .'k ?i=..�: t.:il•' :'k =6; SIC �: �'. ?f: �; SI' ;9: 7f� 5{•:
)K >'F. �: a"` Xr :1:'h= �i: . V,
RECEIPT Nurnber-:
02000911, Amount.: 6.38.15
10/11/02 09: 5'
Payment Metlhod•
CHECK Notation SAC:;WAR CHECK
Init. PC
Permit No'
02-0567 Type: FIRE. Pk FIRE
SPRINKLER PERMI
Site Address:
'?900 WHEATON WAY
L.oc;:xtion:
ALBERT'SON'S GROCERY STORE.
Total Fees!
1,0,c,0.02
Thi
6i?8.15 Tc;ita), ALL Pmts'
1,050.02
Bala Tice
'00
Acc.,,-cunt, Cc.,,de
Description
Amount
16-322.1(.001 (' 1:211)
BUILDING PE:RIIT FE:E`,
633.65
643-.237. 13 t, 0236
1 STATE OF WA i)UF2!':Ii'ARGE
4.50
r 7 S•�"
III
RECEIPT
R. E C E IfYT Number:
0200081.11. Amount' 411.87
09/1-2.102 1726
F-:,w/merit. Met-I'lod"
Ch' Notation: SACKWAR CK
Init: VW
Permit No,,
02-0567 Type: FIRESPR FIRE
S,PRINKLER PERMI
Si'ue
2Q00 WHEATON WAY
Looatic,ri--,
ALSERT50WIS GROCEPY STORE
Tota.1Fee-,s'.
1 N 05-13 .02
TF,is, Payment
411 .87 Total ALL Pmts,-
411.87
Bal a rice
628 . I.5
a: A **Yf,** -***-r ** *'V*
Account Code
Des- -liptioll
A(11ou nt
16-345.8300 4580) SUILDT'W'i PLAN CHECK I--EES-
41.1 .8,7
tqcLpFire/& /Sinop/exGrinae/0
Security
9520 10" AVENUE SOUTH, #100
SEATTLE, WA 98108
VOICE: 206-291-1400
FAX: 206-291-1500
www.simplexgrinnell.com
FIRE SPRINKLER PROTECTION SYSTEM
HYDRAULIC CALCULATIONS FOR:
ALBERTSONS STORE
#443
2900 WHEATON WAY
BREMP-RTON, WA
SIMPLEXGRINNELL
tl pCu Fire & SimplexGrinnell
Sr: t:t/I HYDRAULIC DESIGN INFORMATION SHEET
NAME Albertsons #443
LOCATION 2900 Wheaton Way, Bremerton, WA
BUILDING System #1 Remote Area 1
CALCULATED BY Protection Consultants, Inc.
CONSTRUCTION: ❑ COMBUSTIBLE EX NON-COMBUSTIBLE
OCCUPANCY Retail Store
APPROVING AUTHORITIES City Of Bremerton
NFPA. 13 LT. HAZ ORD. HAZ. GP. [:]1 ❑X 2 EX. HAZ. E]1 [:]2
NFPA 231 NFPA 231C FIGURE CURVE
OTHER (specify)
E] SPECIFIC RULING MADE BY DATE
AREA OF SPRINKLER OPERATION 1500
SYSTEM TYPE
DENSITY 0.2
[E]WET DRY DELUGE ❑PRE -
AREA PER SPRINKLER 256
SPRINKLER OR NOZZLE ACTION
HOSE ALLOWANCE GPM: INSIDE
MAKE Gem MODEL F895
HOSE ALLOWANCE GPM: OUTSIDE 250
SIZE 3/4" K -FACTOR 14
RACK SPRINKLER ALLOWANCE
TEMPERATURE RATING 175
CALCULATION
GPM REQUIRED 617.1 PSI REQUIRED 51.1 @ City Main
(SPECIFY LOCATION)
SUMMARY
"C" FACTOR USED: OVERHEAD 120 UNDERGROUND 140
WATER FLOW TEST
PUMP DATA
TANK OR RESERVOIR
DATE & TIME
CAPACITY
STATIC PSI 73
RATED CAPACITY
ELEVATION
RESIDUAL PSI 58
AT PSI
GPM FLOWING 1076
ELEVATION
WELL
ELEVATION 0
PROOF FLOW GPM
LOCATION City Main
SOURCE OF INFORMATION Project Plans & Specs
COMMODITY CLASS LOCATION
STORAGE HEIGHT AREA AISLE WIDTH
SINGLE ROW CONVENTIONAL AUTOMATIC STORAGE ENCAPSULATED
DOUBLE ROW SLAVE PALLET ❑ SOLID SHELVING NON -ENCAPSULATED
MULTIPLE ROW [:]OPEN
FLUE SPACING IN INCHES
CLEARRANCE FROM THE TOP
OF STORAGE TO CEILING
LONGITUDINAL TRANSVERSE
FT. IN.
HORIZONTAL BARRIERS PROVIDED
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: 8/8/2002 H:\443 BREMERTON\0443S1R1.SDF
JOB TITLE:
WATER SUPPLY DATA
;OURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
A 73.0 58.0 1076.0 67.6 617.1 51.1
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 617.1 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 250.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 367.1 GPM
NODE ANALYSIS DATA
DENSITY
NODE TAG
ELEVATION
NODE TYPE
PRESSURE
DISCHARGE
AREA
REQ.
ACT.
(FT)
(PSI)
(GPM)
(FT -2)
(GPM/FT-2)
A
-5.0
SOURCE
51.1
617.1
- - -
- - -
- - -
B
-5.0
HOSE STREAM
49.8
250.0
- - -
- - -
- - -
C
1.0
- - - -
46.8
- - -
- - -
- - -
- - -
D
2.0
- - - -
46.3
- - -
- - -
- - -
- - -
E
2.0
- - - -
41.3
- - -
- - -
- - -
- - -
4.0
- - - -
40.0
- - -
- - -
- - -
- - -
2
24.0
- - - -
29.7
- - -
- - -
- - -
- - -
3
24.0
- - - -
22.8
- - -
- - -
- - -
- - -
4
24.0
- - - -
22.4
- - -
- - -
- - -
- - -
5
24.0
- - - -
22.1
- - -
- - -
- - -
- - -
6
24.0
- - - -
21.9
- - -
- - -
- - -
- - -
7
24.0
- - - -
21.7
- - -
- - -
- - -
- - -
8
24.0
- - - -
21.7
- - -
- - -
- - -
- - -
9
24.0
- - - -
21.7
- - -
- - -
- - -
- - -
10
24.0
- - - -
18.6
- - -
- - -
- - -
- - -
11
24.0
- - - -
18.5
- - -
- - -
- - -
- - -
12
24.0
- - - -
18.4
- - -
- - -
- - -
- - -
13
24.0
- - - -
18.2
- - -
- - -
- - -
- - -
14
24.0
- - - -
18.0
- - -
- - -
- - -
- - -
15
24.0
- - - -
18.0
- - -
- - -
- - -
- - -
16
24.0
- - - -
18.0
- - -
- - -
- - -
- - -
101
25.0
K=14.00
17.7
59.0
256.0
0.200
0.230
102
25.0
K=14.00
13.5
51.5
256.0
0.200
0.201
103
25.0
K=14.00
13.4
51.2
256.0
0.200
0.200
104
25.0
K=14.00
13.5
51.4
256.0
0.200
0.201
105
25.0
K=14.00
13.5
51.4
256.0
0.200
0.201
106
25.0
K=14.00
13.4
51.2
256.0
0.200
0.200
107
25.0
K=14.00
13.5
51.4
256.0
0.200
0.201
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 8/8/2002
H:\443 BREMERTON\0443S1Rl.SDF
JOB
TITLE:
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
617.1
8.510
PL
540.00
PF
1.3
A
-5.0
SRCE
51.1
(N/A)
3.5
140
FTG
TG
PE
0.0
B
-5.0
H.S.
49.8
250.0
0.002
TL
607.00
PV
Pipe:
2
367.1
6.400
PL
35.00
PF
0.4
B
-5.0
H.S.
49.8
250.0
3.7
140
FTG
ETG
PE
-2.6
C
1.0
0.0
46.8
0.0
0.003
TL
116.00
PV
Pipe:
3
367.1
6.357
PL
1.00
PF
01.1
C
1.0
0.0
46.8
0.0
3.7
120
FTG
E
PE
-0.4
D
2.0
0.0
46.3
0.0
0.004
TL
18.60
PV
Pipe:
4
FIXED
PRESSURE LOSS
DEVICE
D
2.0
0.0
46.3
0.0
5.0
psi,
367.1
gpm
E
2.0
0.0
41.3
0.0
Pipe:
5
367.1
6.357
PL
5.00
PF
0.4
E
2.0
0.0
41.3
0.0
3.7
120
FTG
E2T
PE
-0.9
1
4.0
0.0
40.0
0.0
0.004
TL
98.00
PV
Pipe:
6
367.1
4.260
PL
20.00
PF
1.7
1
4.0
0.0
40.0
0.0
8.3
120
FTG
CB
PE
-8.7
2
24.0
0.0
29.7
0.0
0.031
TL
54.00
PV
-
Pipe:
7
367.1
4.260
PL
132.50
PF
6.9
2
24.0
0.0
29.7
0.0
8.3
120
FTG
7E
PE
0.0
3
24.0
0.0
22.8
0.0
0.031
TL
224.90
PV
Pipe:
8
326.0
4.260
PL
15.00
PF
0.4
3
24.0
0.0
22.8
0.0
7.3
120
FTG
----
PE
0.0
4
24.0
0.0
22.4
0.0
0.025
TL
15.00
PV
Pipe:
9
286.7
4.260
PL
15.00
PF
0.3
4
24.0
0.0
22.4
0.0
6.5
120
FTG
----
PE
0.0
5
24.0
0.0
22.1
0.0
0.019
TL
15.00
PV
Pipe:
10
248.4
4.260
PL
15.00
PF
0.2
5
24.0
0.0
22.1
0.0
5.6
120
FTG
----
PE
0.0
6
24.0
0.0
21.9
0.0
0.015
TL
15.00
PV
Pipe:
11
195.6
4.260
PL
15.00
PF
0.1
6
24.0
0.0
21.9
0.0
4.4
120
FTG
----
PE
0.0
7
24.0
0.0
21.7
0.0
0.010
TL
15.00
PV
Pipe:
12
116.8
4.260
PL
15.00
PF
0.1
7
24.0
0.0
21.7
0.0
2.6
120
FTG
----
PE
0.0
8
24.0
0.0
21.7
0.0
0.004
TL
15.00
PV
Pipe:
13
38.1
4.260
PL
14.00
PF
0.0
24.0
0.0
21.7
0.0
0.9
120
FTG
----
PE
0.0
9
24.0
0.0
21.7
0.0
0.000
TL
14.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 8/8/2002
H:\443 BREMERTON\0443S1R1.SDF
JOB
TITLE:
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:
14
41.2
3.260
PL
15.00
PF
0.0
10
24.0
0.0
18.6
0.0
1.6
120
FTG
----
PE
0.0
11
24.0
0.0
18.5
0.0
0.002
TL
15.00
PV
Pipe:
15
80.5
3.260
PL
15.00
PF
0.1
11
24.0
0.0
18.5
0.0
3.1
120
FTG
----
PE
0.0
12
24.0
0.0
18.4
0.0
0.007
TL
15.00
PV
Pipe:
16
118.7
3.260
PL
15.00
PF
0.2
12
24.0
0.0
18.4
0.0
4.6
120
FTG
----
PE
0.0
13
24.0
0.0
18.2
0.0
0.014
TL
15.00
PV
Pipe:
17
112.6
3.260
PL
15.00
PF
0.2
13
24.0
0.0
18.2
0.0
4.3
120
FTG
----
PE
0.0
14
24.0
0.0
18.0
0.0
0.013
TL
15.00
PV
Pipe:
18
37.3
3.260
PL
15.00
PF
0.0
14
24.0
0.0
18.0
0.0
1.4
120
FTG
----
PE
0.0
15
24.0
0.0
18.0
0.0
0.002
TL
15.00
PV
Pipe:
19
-38.1
3.260
PL
14.00
PF
0.0
15
24.0
0.0
18.0
0.0
1.5
120
FTG
----
PE
0.0
16
24.0
0.0
18.0
0.0
0.002
TL
14.00
PV
Pipe:
20
41.2
2.104
PL
207.50
PF
4.2
3
24.0
0.0
22.8
0.0
3.8
120
FTG
4T
PE
0.0
10
24.0
0.0
18.6
0.0
0.017
TL
252.30
PV
Pipe:
21
39.3
2.104
PL
207.50
PF
3.9
4
24.0
0.0
22.4
0.0
3.6
120
FTG
4T
PE
0.0
11
24.0
0.0
18.5
0.0
0.015
TL
252.30
PV
Pipe:
22
-
38.3
2.104
PL
207.50
PF
3.7
5
24.0
0.0
22.1
0.0
3.5
120
FTG
4T
PE
0.0
12
24.0
0.0
18.4
0.0
0.015
TL
252.30
PV
Pipe:
A
52.8
2.104
PL
118.00
PF
3.7
6
24.0
0.0
21.9
0.0
4.9
120
FTG
2T
PE
-0.4
101
25.0
14.0
17.7
59.0
0.026
TL
140.40
PV
Pipe:
B
-6.1
2.104
PL
89.50
PF
0.1
101
25.0
14.0
17.7
59.0
0.6
120
FTG
2T
PE
0.4
13
24.0
0.0
18.2
0.0
0.000
TL
111.90
PV
Pipe:
C
78.8
2.104
PL
118.00
PF
7.8
7
24.0
0.0
21.7
0.0
7.3
120
FTG
2T
PE
-0.4
102
25.0
14.0
13.5
51.5
0.055
TL
140.40
PV
Pipe:
26
27.3
2.104
PL
15.50
PF
0.1
102
25.0
14.0
13.5
51.5
2.5
120
FTG
----
PE
0.0
.03
25.0
14.0
13.4
51.2
0.008
TL
15.50
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 8/8/2002
H:\443 BREMERTON\0443S1R1.SDF
JOB
TITLE:
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:
27
-23.9
2.104
PL
16.00
PF
0.1
103
25.0
14.0
13.4
51.2
2.2
120
FTG
----
PE
0.0
104
25.0
14.0
13.5
51.4
0.006
TL
16.00
PV
Pipe:
D
-75.3
2.104
PL
58.00
PF
4.1
104
25.0
14.0
13.5
51.4
7.0
120
FTG
2T
PE
0.4
14
24.0
0.0
18.0
0.0
0.051
TL
80.40
PV
Pipe:
E
78.7
2.104
PL
118.00
PF
7.8
8
24.0
0.0
21.7
0.0
7.3
120
FTG
2T
PE
-0.4
105
25.0
14.0
13.5
51.4
0.055
TL
140.40
PV
Pipe:
30
27.2
2.104
PL
15.50
PF
0.1
105
25.0
14.0
13.5
51.4
2.5
120
FTG
----
PE
0.0
106
25.0
14.0
13.4
51.2
0.008
TL
15.50
PV
Pipe:
31
-24.0
2.104
PL
16.00
PF
0.1
106
25.0
14.0
13.4
51.2
2.2
120
FTG
----
PE
0.0
107
25.0
14.0
13.5
51.4
0.006
TL
16.00
PV
Pipe:
F
-75.4
2.104
PL
58.00
PF
4.1
107
25.0
14.0
13.5
51.4
7.0
120
FTG
2T
PE
0.4
15
24.0
0.0
18.0
0.0
0.051
TL
80.40
PV
Pipe:
33
38.1
2.104
PL
207.50
PF
3.6
9
24.0
0.0
21.7
0.0
3.5
120
FTG
4T
PE
0.0
16
24.0
0.0
18.0
0.0
0.014
TL
252.30
PV
NOTES:
(1) Calculations were performed by the HASS 7.4 computer program
under license no. 50010207 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated to provide an average
imbalance at each node of 0.003 gpm and a maximum
imbalance at any node of 0.072 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 8.3 ft/sec at pipe 6.
(4) a. System remote area HAS been proven or 'peaked'.
b. Minimum pressure at any sprinkler: 13.375 psi
c. Minimum pressure with remote area shifted
one sprinkler space toward left cross main: 13.411 psi
d. Minimum pressure with remote area shifted
one sprinkler space toward right cross main: 13.401 psi
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 8/8/2002 H:\443 BREMERTON\0443S1R1.SDF
JOB TITLE:
(5) PIPE FITTINGS TABLE
Pipe Table Name: ALB.PIP
PAGE: A
MATERIAL: S40 -TW
HWC: 120
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
T L
C
B
G
Ell
Tee LngEl
ChkVl
BfyV1
GatVl
2.104
5.60
11.20 3.40
11.00
6.00
1.00
3.260
9.40
20.20 6.70
21.50
13.40
1.40
4.260
13.20
26.40 7.90
22.00
12.00
2.60
6.357
17.60
37.70 11.30
40.20
12.60
3.80
PAGE: D
MATERIAL: DIRON HWC:
140
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
T L
C
B
G
Ell
Tee LngEl
ChkVl
BfyV1
GatVl
6.400
24.00
52.00 16.00
55.00
17.00
5.00
8.510
31.00
60.00 22.00
78.00
21.00
7.00
A D
A1mCk DPVly
10.00 10.00
20.60 13.00
40.30 13.00
44.00 19.00
80.0
70.0
G
A 6 0. 0
U
G
E
50.0
P
R
E
S 40.0
S
U
R
E 30.0
P 20.0
s
i
10.0
g
-14.7
WATER SUPPLY ANALYSIS
400 600 800 1000 1200 1400 1600 1800
FLOW (GPM)
C -4o
O
a7 H
Lam]
y..
H
H
OD
r�
�co
•• N
O
O
N
En
ro
7d
H
z
x
r
t�
cn
K
cn
H
th
3
x
K
0
7d
r
H
x�
�z
wr
K
bd to
W H
txj cn
3
7d
H
O
z
0
w
�ro
� a
. w
cn cu
0
ro rn
2000
'f.�CQ fire & Simpl exGrinne//
Scrc•t�rity HYDRAULIC DESIGN INFORMATION SHEET
NAME
Albertsons #443
LOCATION
2900 Wheaton Way, Bremerton, WA
BUILDING
System #2 Remote Area 1
CALCULATED BY
Protection Consultants, Inc.
CONSTRUCTION:
11 COMBUSTIBLE a NON-COMBUSTIBLE
OCCUPANCY
Retail Store
APPROVING AUTHORITIES City Of Bremerton
Jeff TO Connell
393-1L-9195
lhro�hh Ueeer��b�
�X NFPA. 13 ® LT. HAZ ORD. HAZ. GP. ❑1 [Z]2 EX. HAZ. [:]1 [:]2
NFPA 231 NFPA 231C FIGURE CURVE
® OTHER (specify)
SPECIFIC RULING MADE BY DATE
AREA OF SPRINKLER OPERATION 1500
SYSTEM TYPE
DENSITY 0.2
[Z]WET ❑DRY DELUGE [:]PRE -
AREA PER SPRINKLER 256
SPRINKLER OR NOZZLE ACTION
HOSE ALLOWANCE GPM: INSIDE
MAKE Gem MODEL F895
HOSE ALLOWANCE GPM: OUTSIDE 250
SIZE 3/4" K -FACTOR 14
RACK SPRINKLER ALLOWANCE
TEMPERATURE RATING 175
CALCULATION
GPM REQUIRED 618.4 PSI REQUIRED 41.1 @ City Main
(SPECIFY LOCATION)
SUMMARY
"C" FACTOR USED: OVERHEAD 120 UNDERGROUND 140
WATER FLOW TEST
PUMP DATA
TANK OR RESERVOIR
DATE & TIME
CAPACITY
STATIC PSI 73
RATED CAPACITY
ELEVATION
RESIDUAL PSI 58
AT PSI
GPM FLOWING 1076
ELEVATION
WELL
ELEVATION 0
PROOF FLOW GPM
LOCATION City Main
SOURCE OF INFORMATION Project Plans & Specs
COMMODITY CLASS LOCATION
STORAGE HEIGHT AREA AISLE WIDTH
SINGLE ROW CONVENTIONAL AUTOMATIC STORAGE ENCAPSULATED
DOUBLE ROW SLAVE PALLET ❑ SOLID SHELVING ❑ NON -ENCAPSULATED
MULTIPLE ROW [:] OPEN
FLUE SPACING IN INCHES
CLEARRANCE FROM THE TOP
OF STORAGE TO CEILING
LONGITUDINAL TRANSVERSE
FT. IN.
HORIZONTAL BARRIERS PROVIDED
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: 8/8/2002 H:\443 BREMERTON\0443S2R1.SDF
JOB TITLE: ALBERTSONS # 443 - BREMERTON, WA - SYSTEM #2 R.A. #1
WATER SUPPLY DATA
3OURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
A 73.0 58.0 1076.0 67.6 618.4 41.1
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 618.4 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM -ALLOWANCES 250.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 368.4 GPM
NODE ANALYSIS DATA
DENSITY
NODE TAG
ELEVATION
NODE TYPE
PRESSURE
DISCHARGE
AREA
REQ.
ACT.
(FT)
(PSI)
(GPM)
(FT ^2)
(GPM/FT^2)
A
-5.0
SOURCE
41.1
618.4
- - -
- - -
- - -
B
-5.0
HOSE STREAM
39.9
250.0
- - -
- - -
- - -
C
1.0
- - - -
36.9
- - -
- - -
- - -
- - -
D
2.0
- - - -
36.4
- - -
- - -
- - -
- - -
E
2.0
- - - -
31.4
- - -
- - -
- - -
- - -
-
4.0
- - - -
30.4
- - -
- - -
- - -
- - -
2
24.0
- - - -
21.5
- - -
- - -
- - -
- - -
3
24.0
- - - -
21.1
- - -
- - -
- - -
- - -
4
24.0
- - - -
20.9
- - -
- - -
- - -
- - -
5
24.0
- - - -
20.8
- - -
- - -
- - -
- - -
6
24.0
- - - -
20.7
- - -
- - -
- - -
- - -
7
24.0
- - - -
20.6
- - -
- - -
- - -
- - -
8
24.0
- - - -
20.5
- - -
- - -
- - -
- - -
9
24.0
- - - -
20.5
- - -
- - -
- - -
- - -
10
24.0
- - - -
19.9
- - -
- - -
- - -
- - -
11
24.0
- - - -
19.9
- - -
- - -
- - -
- - -
12
24.0
- - - -
19.7
- - -
- - -
- - -
- - -
13
24.0
- - - -
19.5
- - -
- - -
- - -
- - -
14
24.0
- - - -
19.4
- - -
- - -
- - -
- - -
15
24.0
- - - -
19.0
- - -
- - -
- - -
- - -
16
24.0
- - - -
18.7
- - -
- - -
- - -
- - -
17
24.0
- - - -
18.6
- - -
- - -
- - -
- - -
18
24.0
- - - -
19.7
- - -
- - -
- - -
- - -
19
24.0
- - - -
19.5
- - -
- - -
- - -
- - -
20
24.0
- - - -
20.5
- - -
- - -
- - -
- - -
21
24.0
- - - -
19.9
- - -
- - -
- - -
- - -
22
24.0
- - - -
19.9
- - -
- - -
- - -
- - -
101
24.0
K=14.00
18.4
60.1
256.0
0.200
0.235
102
24.0
K=14.00
13.5
51.5
256.0
0.200
0.201
103
24.0
K=14.00
13.4
51.3
256.0
0.200
0.200
104
24.0
K=14.00
13.5
51.5
256.0
0.200
0.201
_05
24.0
K=14.00
13.5
51.4
256.0
0.200
0.201
106
24.0
K=14.00
13.4
51.2
256.0
0.200
0.200
107
24.0
K=14.00
13.5
51.4
256.0
0.200
0.201
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 8/8/2002 H:\443 BREMERTON\0443S2R1.SDF
JOB TITLE: ALBERTSONS # 443 - BREMERTON, WA - SYSTEM #2 R.A. #1
NODE ANALYSIS DATA
DENSITY
NODE TAG
ELEVATION
NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT.
(FT)
(PSI) (GPM) (FT^2) (GPM/FT^2)
201
24.0
- - - - 20.2 - - - - - - - - - - - -
202
24.0
- - - - 20.2 - - - - - - - - - - - -
203
24.0
- - - - 20.2 - - - - - - - - - - - -
204
24.0
- - - - 20.1 - - - - - - - - - - - -
205
24.0
- - - - 20.1 - - - - - - - - - - - -
206
24.0
- - - - 20.1 - - - - - - - - - - - -
207
24.0
- - - - 20.0 - - - - - - - - - - - -
208
24.0
- - - - 20.0 - - - - - - - - - - - -
209
24.0
- - - - 19.9 - - - - - - - - - - - -
210
24.0
- - - - 19.9
211
24.0
- - - - 19.9 - - - - - - - - - - - -
212
24.0
- - - - 19.9 - - - - - - - - - - - -
213
24.0
- - - - 19.9 - - - - - - - - - - - -
214
24.0
- - - - 19.7 - - - - - - - - - - - -
215
24.0
- - - - 19.7 - - - - - - - - - - - -
216
24.0
- - - - 19.7 - - - - - - - - - - - -
217
24.0
- - - - 19.5 - - - - - - - - - - - -
218
24.0
- - - - 19.5 - - - - - - - - - - - -
219
24.0
- - - - 19.5 - - - - - - - - - - - -
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 8/8/2002
H:\443 BREMERTON\0443S2R1.SDF
JOB
TITLE:
ALBERTSONS
# 443
- BREMERTON,
WA
- SYSTEM
#2 R.A.
#1
PIPE
DATA
:'IPE
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
618.4
8.510
PL
540.00
PF
1.3
A
-5.0
SRCE
41.1
(N/A)
3.5
140
FTG
TG
PE
0.0
B
-5.0
H.S.
39.9
250.0
0.002
TL
607.00
PV
Pipe:
2
368.4
6.400
PL
35.00
PF
0.4
B
-5.0
H.S.
39.9
250.0
3.7
140
FTG
ETG
PE
-2.6
C
1.0
0.0
36.9
0.0
0.003
TL
116.00
PV
Pipe:
3
368.4
6.357
PL-
-•1.00
PF
0.1
C
1.0
0.0
36.9
0.0
3.7
120
FTG
E
PE
-0.4
D
2.0
0.0
36.4
0.0
0.004
TL
18.60
PV
Pipe:
4
FIXED
PRESSURE LOSS
DEVICE
D
2.0
0.0
36.4
0.0
5.0
psi,
368.4 gpm
E
2.0
0.0
31.4
0.0
Pipe:
5
368.4
6.357
PL
2.00
PF
0.1
E
2.0
0.0
31.4
0.0
3.7
120
FTG
E
PE
-0.9
1
4.0
0.0
30.4
0.0
0.004
TL
19.60
PV
Pipe:
6
368.4
6.357
PL
20.00
PF
0.3
1
4.0
0.0
30.4
0.0
3.7
120
FTG
CB
PE
-8.7
2
24.0
0.0
21.5
0.0
0.004
TL
72.80
PV
Pipe:
7
368.4
6.357
PL
49.00
PF
0.4
2
24.0
0.0
21.5
0.0
3.7
120
FTG
2E
PE
0.0
3
24.0
0.0
21.1
0.0
0.004
TL
84.20
PV
Pipe:
8
243.3
4.260
PL
9.50
PF
0.1
3
24.0
0.0
21.1
0.0
5.5
120
FTG
----
PE
0.0
4
24.0
0.0
20.9
0.0
0.014
TL
9.50
PV
Pipe:
9
229.2
4.260
PL
9.00
PF
0.1
4
24.0
0.0
20.9
0.0
5.2
120
FTG
----
PE
0.0
5
24.0
0.0
20.8
0.0
0.013
TL
9.00
PV
Pipe:
10
217.5
4.260
PL
9.00
PF
0.1
5
24.0
0.0
20.8
0.0
4.9
120
FTG
----
PE
0.0
6
24.0
0.0
20.7
0.0
0.012
TL
9.00
PV
Pipe:
11
195.4
4.260
PL
14.00
PF
0.1
6
24.0
0.0
20.7
0.0
4.4
120
FTG
----
PE
0.0
7
24.0
0.0
20.6
0.0
0.010
TL
14.00
PV
Pipe:
12
154.6
4.260
PL
14.00
PF
0.1
7
24.0
0.0
20.6
0.0
3.5
120
FTG
----
PE
0.0
8
24.0
0.0
20.5
0.0
0.006
TL
14.00
PV
-
Pipe:
13
77.4
4.260
PL
15.00
PF
0.0
24.0
0.0
20.5
0.0
1.7
120
FTG
----
PE
0.0
9
24.0
0.0
20.5
0.0
0.002
TL
15.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 8/8/2002
H:\443 BREMERTON\0443S2R1.SDF
JOB
TITLE:
ALBERTSONS
# 443
- BREMERTON,
WA
- SYSTEM
#2 R.A.
#1
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:
14
0.0
3.260
PL
1.50
PF
0.0
10
24.0
0.0
19.9
0.0
0.0
120
FTG
----
PE
0.0
11
24.0
0.0
19.9
0.0
0.000
TL
1.50
PV
Pipe:
15
125.2
3.260
PL
12.50
PF
0.2
11
24.0
0.0
19.9
0.0
4.8
120
FTG
----
PE
0.0
12
24.0
0.0
19.7
0.0
0.015
TL
12.50
PV
Pipe:
16
150.9
3.260
PL
7.00
PF
0.2
12
24.0
0.0
19.7
0.0
5.8
120
FTG
----
PE
0.0
13
24.0
0.0
19.5
0.0
0.022
TL
7.00
PV
Pipe:
17
150.9
3.260
PL
6.50
PF
0:1
13
24.0
0.0
19.5
0.0
5.8
120
FTG
----
PE
0.0
14
24.0
0.0
19.4
0.0
0.022
TL
6.50
PV
Pipe:
18
173.0
3.260
PL
14.00
PF
0.4
14
24.0
0.0
19.4
0.0
6.6
120
FTG
----
PE
0.0
15
24.0
0.0
19.0
0.0
0.028
TL
14.00
PV
Pipe:
19
153.7
3.260
PL
14.00
PF
0.3
15
24.0
0.0
19.0
0.0
5.9
120
FTG
----
PE
0.0
16
24.0
0.0
18.7
0.0
0.023
TL
14.00
PV
Pipe:
20
76.7
3.260
PL
15.00
PF
0.1
16
24.0
0.0
18.7
0.0
2.9
120
FTG
----
PE
0.0
17
24.0
0.0
18.6
0.0
0.006
TL
15.00
PV
Pipe:
21
-25.7
2.104
PL
1.00
PF
0.1
12
24.0
0.0
19.7
0.0
2.4
120
FTG
T
PE
0.0
18
24.0
0.0
19.7
0.0
0.007
TL
12.20
PV
Pipe:
22
0.0
1.639
PL
1.00
PF
0.0
13
24.0
0.0
19.5
0.0
0.0
120
FTG
T
PE
0.0
19
24.0
0.0
19.5
0.0
0.000
TL
10.00
PV
Pipe:
23
125.2
4.260
PL
147.00
PF
0.8
3
24.0
0.0
21.1
0.0
2.8
120
FTG
2ET
PE
0.0
201
24.0
0.0
20.2
0.0
0.004
TL
199.80
PV
Pipe:
24
125.2
4.260
PL
9.00
PF
0.0
201
24.0
0.0
20.2
0.0
2.8
120
FTG
----
PE
0.0
202
24.0
0.0
20.2
0.0
0.004
TL
9.00
PV
Pipe:
25
125.2
4.260
PL
9.00
PF
0.0
202
24.0
0.0
20.2
0.0
2.8
120
FTG
----
PE
0.0
203
24.0
0.0
20.2
0.0
0.004
TL
9.00
PV
Pipe:
26
125.2
4.260
PL
9.00
PF
0.0
203
24.0
0.0
20.2
0.0
2.8
120
FTG
----
PE
0.0
.04
24.0
0.0
20.1
0.0
0.004
TL
9.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 8/8/2002
H:\443 BREMERTON\0443S2R1.SDF
JOB
TITLE:
ALBERTSONS
# 443 -
BREMERTON, WA
- SYSTEM
#2 R.A.
#1
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:
27
125.2
4.260
PL
9.00
PF
0.0
204
24.0
0.0
20.1
0.0
2.8
120
FTG
----
PE
0.0
205
24.0
0.0
20.1
0.0
0.004
TL
9.00
PV
Pipe:
28
125.2
4.260
PL
8.50
PF
0.0
205
24.0
0.0
20.1
0.0
2.8
120
FTG
----
PE
0.0
206
24.0
0.0
20.1
0.0
0.004
TL
8.50
PV
Pipe:
29
125.2
4.260
PL
9.00
PF
0.0
206
24.0
0.0
20.1
0.0
2.8
120
FTG
----
PE
0.0
207
24.0
0.0
20.0
0..0
.
.0.004
TL
9.00
PV,
Pipe:
30
125.2
4.260
PL
9.00
PF
0.0
207
24.0
0.0
20.0
0.0
2.8
120
FTG
----
PE
0.0
208
24.0
0.0
20.0
0.0
0.004
TL
9.00
PV
Pipe:
31
125.2
4.260
PL
3.50
PF
0.1
208
24.0
0.0
20.0
0.0
2.8
120
FTG
T
PE
0.0
11
24.0
0.0
19.9
0.0
0.004
TL
29.90
PV
Pipe:
32
14.0
2.104
PL
138.00
PF
0.4
4
24.0
0.0
20.9
0.0
1.3
120
FTG
E3T
PE
0.0
20
24.0
0.0
20.5
0.0
0.002
TL
177.20
PV
Pipe:
33
11.7
2.104
PL
138.00
PF
0.3
5
24.0
0.0
20.8
0.0
1.1
120
FTG
E3T
PE
0.0
20
24.0
0.0
20.5
0.0
0.002
TL
177.20
PV
Pipe:
34
25.7
2.104
PL
80.00
PF
0.8
20
24.0
0.0
20.5
0.0
2.4
120
FTG
3T
PE
0.0
18
24.0
0.0
19.7
0.0
0.007
TL
113.60
PV
Pipe:
35
22.1
2.104
PL
213.50
PF
1.4
6
24.0
0.0
20.7
0.0
2.0
120
FTG
4T
PE
0.0
14
24.0
0.0
19.4
0.0
0.005
TL
258.30
PV
Pipe:
A
40.8
2.104
PL
108.00
PF
2.1
7
24.0
0.0
20.6
0.0
3.8
120
FTG
2T
PE
0.0
101
24.0
14.0
18.4
60.1
0.016
TL
130.40
PV
Pipe:
B
-19.3
2.104
PL
105.50
PF
0.5
101
24.0
14.0
18.4
60.1
1.8
120
FTG
2T
PE
0.0
15
24.0
0.0
19.0
0.0
0.004
TL
127.90
PV
Pipe:
C
77.2
2.104
PL
108.00
PF
7.0
8
24.0
0.0
20.5
0.0
7.1
120
FTG
2T
PE
0.0
102
24.0
14.0
13.5
51.5
0.053
TL
130.40
PV
Pipe:
39
25.7
2.104
PL
16.00
PF
0.1
102
24.0
14.0
13.5
51.5
2.4
120
FTG
----
PE
0.0
.03
24.0
14.0
13.4
51.3
0.007
TL
16.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 8/8/2002 H:\443 BREMERTON\0443S2R1.SDF
JOB TITLE: ALBERTSONS # 443 - BREMERTON, WA - SYSTEM #2 R.A. #1
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: 40 -25.5 2.104 PL 15.50 PF 0.1
103 24.0 14.0 13.4 51.3 2.4 120 FTG ---- PE 0.0
104 24.0 14.0 13.5 51.5 0.007 TL 15.50 PV
Pipe: D -77.0 2.104 PL 74.00 PF 5.1
104 24.0 14.0 13.5 51.5 7.1 120 FTG 2T PE 0.0
16 24.0 0.0 18.7 0.0 0.053 TL 96.40 PV
Pipe: E 77.4 2.104 PL 108.00 PF 7.0
9 24.0 0.0 20.5 0.0 7.1 120 FTG 2T PE 0.0
105 24.0 14.0 13.5 -51.4 4 0.•054 - TL 130.40 - PV
Pipe: 43 25.9 2.104 PL 16.00 PF 0.1
105 24.0 14.0 13.5 51.4 2.4 120 FTG ---- PE 0.0
106 24.0 14.0 13.4 51.2 0.007 TL 16.00 PV
Pipe: 44 -25.3 2.104 PL 15.50 PF 0.1
106 24.0 14.0 13.4 51.2 2.3 120 FTG ---- PE 0.0
107 24.0 14.0 13.5 51.4 0.007 TL 15.50 PV
Pipe: F -76.7 2.104 PL 74.00 PF 5.1
107 24.0 14.0 13.5 51.4 7.1 120 FTG 2T PE 0.0
17 24.0 0.0 18.6 0.0 0.053 TL 96.40 PV
Pipe: 46 0.0 2.635 PL 6.50 PF 0.0
10 24.0 0.0 19.9 0.0 0.0 120 FTG ET PE 0.0
21 24.0 0.0 19.9 0.0 0.000 TL 31.20 PV
Pipe: 47 0.0 2.104 PL 9.50 PF 0.0
21 24.0 0.0 19.9 0.0 0.0 120 FTG ---- PE 0.0
22 24.0 0.0 19.9 0.0 0.000 TL 9.50 PV
Pipe: 48 0.0 1.639 PL 8.00 PF 0.0
22 24.0 0.0 19.9 0.0 0.0 120 FTG ---- PE 0.0
211 24.0 0.0 19.9 0.0 0.000 TL 8.00 PV
Pipe: 49 0.0 1.408 PL 9.00 PF 0.0
211 24.0 0.0 19.9 0.0 0.0 120 FTG ---- PE 0.0
212 24.0 0.0 19.9 0.0 0.000 TL 9.00 PV
Pipe: 50 0.0 1.080 PL 8.00 PF 0.0
212 24.0 0.0 19.9 0.0 0.0 120 FTG ---- PE 0.0
213 24.0 0.0 19.9 0.0 0.000 TL 8.00 PV
Pipe: 51 0.0 1.639 PL 26.50 PF 0.0
18 24.0 0.0 19.7 0.0 0.0 120 FTG 2ET PE 0.0
214 24.0 0.0 19.7 0.0 0.000 TL 44.50 PV
Pipe: 52 0.0 1.408 PL 9.00 PF 0.0
?14 24.0 0.0 19.7 0.0 0.0 120 FTG ---- PE 0.0
215 24.0 0.0 19.7 0.0 0.000 TL 9.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 8/8/2002 H:\443 BREMERTON\0443S2R1.SDF
JOB TITLE: ALBERTSONS # 443 - BREMERTON, WA - SYSTEM #2 R.A. #1
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: 53 0.0 1.080 PL 8.00 PF 0.0
215 24.0 0.0 19.7 0.0 0.0 120 FTG ---- PE 0.0
216 24.0 0.0 19.7 0.0 0.000 TL 8.00 PV
Pipe: 54 0.0 1.639 PL 23.50 PF 0.0
19 24.0 0.0 19.5 0.0 0.0 120 FTG 2ET PE 0.0
217 24.0 0.0 19.5 0.0 0.000 TL 41.50 PV
Pipe: 55 0.0 1.408 PL 9.00 PF 0.0
217 24.0 0.0 19.5 0.0 0.0 120 FTG ---- PE 0.0
218 24.0 0.0- 19.5 0.0 0.000 TL- 9.00 -PV
Pipe: 56 0.0 1.080 PL 8.00 PF 0.0
218 24.0 0.0 19.5 0.0 0.0 120 FTG ---- PE 0.0
219 24.0 0.0 19.5 0.0 0.000 TL 8.00 PV
Pipe: 57 0.0 1.408 PL 1.50 PF 0.0
21 24.0 0.0 19.9 0.0 0.0 120 FTG ET PE 0.0
209 24.0 0.0 19.9 0.0 0.000 TL 12.90 PV
Pipe: 58 0.0 1.408 PL 1.50 PF 0.0
22 24.0 0.0 19.9 0.0 0.0 120 FTG ET PE 0.0
210 24.0 0.0 19.9 0.0 0.000 TL 12.90 PV
NOTES:
(1) Calculations were performed by the HASS 7.4 computer program
under license no. 50010207 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(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 0.127 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 7.1 ft/sec at pipe E.
(4) a. System remote area HAS been proven or 'peaked'.
b. Minimum pressure at any sprinkler: 13.375 psi
c. Minimum pressure with remote area shifted
one sprinkler space toward left cross main: 13.418 psi
d. Minimum pressure with remote area shifted
one sprinkler space toward right cross main: 13.415 psi
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 8/8/2002 H:\443 BREMERTON\0443S2R1.SDF
JOB TITLE: ALBERTSONS # 443 - BREMERTON, WA - SYSTEM #2 R.A. #1
(5) PIPE FITTINGS TABLE
Pipe Table Name: ALB.PIP
PAGE: A
MATERIAL: S40 -TW
HWC: 120
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
T
L
C
B
G
A
D
Ell
Tee
LngEl
ChkVl
BfyVl
GatVl
A1mCk
DPVly
1.080
2.40
6.00
2.40
5.00
6.00
1.00
10.00
10.00
1.408
3.40
8.00
2.30
7.00
6.00
1.00
10.00
10.00
1.639
4.50
9.00
2.30
9.00
6.00
1.00
10.00
10.00
2.104
5.60
11.20
3.40
11.00
6.00
1.00
10.00
10.00
2.635
8.20
16.50.
5.50
19..20 ..
.9.60
1..40
. 6.70
14.00
3.260
9.40
20.20
6.70
21.50
13.40
1.40
20.60
13.00
4.260
13.20
26.40
7.90
22.00
12.00
2.60
40.30
13.00
6.357
17.60
37.70
11.30
40.20
12.60
3.80
44.00
19.00
PAGE: D
MATERIAL: DIRON HWC: 140
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
T
L
C
B
G
Ell
Tee
LngEl
ChkV1
BfyVl
GatVl
6.400
24.00
52.00
16.00
55.00
17.00
5.00
8.510
31.00
60.00
22.00
78.00
21.00
7.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 8/8/2002 H:\443 BREMERTON\0443S2R1.SDF
JOB TITLE: ALBERTSONS # 443 - BREMERTON, WA - SYSTEM #2 R.A. #1 0
0
N
O
O
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'-I
0
0
kD
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0 0 0 0 0 0 0 0 o v
0 0 0 0 0 0 0 0 o I
0o r lfl to C' M (N r -I
OFCac9w axwcoU) w--am-4--
0
0
N
0
0
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0
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Giem
TYCO FIRE PRODUCTS, 7071 S. 13th Street, Suite 103 Oak Creek, WI 53154 — www.gemsprinkler.com
Customer Service/Sales: Tel: (877) 436-8926 / Fax: (877) 866-9250
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
EXTENDED COVERAGE ORDINARY HAZARD SPRINKLERS
MODEL F895 DESIGNER, K=11.2 & K=14.0, 3/4 NPT**
For NFPA Unobstructed or Non -Combustible Obstructed Ceiling Construction
ESCUTCHEON PLATE
SEATING SURFACE
2I
I
3--/ (61,9 mm)
4 1-11/16-
5 (42,7 mm)
�— 2-7/6- (73,0 mm) DIA
. F700
SED
CHEON
tENC
FLAT
CROSS SECTION PENDENT RECESSED PENDENT UPRIGHT
1 - Frame 3 - Gasketed 4 - Bulb 6 - Deflector'
2 - Button Spring 5 - Compression
Plate Screw
Temperature rating is indicated on deflector.
Pipe thread connections per ISO 7/1 can be provided on special request.
FIGURE A
EXTENDED COVERAGE ORDINARY HAZARD SPRINKLERS
11.2 K -FACTOR MODEL F895 (SIN G1893) PENDENT & (SIN G1894) UPRIGHT
14.0 K -FACTOR MODEL F895 (SIN G1895) PENDENT & (SIN G1896) UPRIGHT
The 11.2 and 14.0 K-Factor'Model
F895 Designer Extended Coverage
Ordinary Hazard (ECOH) Pendent,
Recessed Pendent, and Upright Sprin-
klers (Ref. Figure A) are automatic
sprinklers of the frangible bulb type.
They are intended for use in automatic
sprinkler systems designed in accord-
ance with standard installation rules
(e.g., NFPA 13) for the protection of
ordinary hazards up to a maximum
coverage area of 256 ft2 (23,8 m2) for
the 11.2 K -Factor and 400 ft2 (37,2 m2)
for the 14.0 K -factor, as compared to
the maximum coverage area of 130 ft2
(12,1 m2) for standard coverage sprin-
klers.
The F895 ECOH Sprinklers have been
fire tested to compare their perform-
ance to that of standard spray sprin-
klers installed at standard spacings
(i.e., 15 feet maximum on center spac-
ing and 130 sq. ft. maximum coverage
area for ordinary hazard). These tests
have shown that the protection pro-
vided by the F895 ECOH Sprinklers is
equal to or more effective than stand-
ard spray sprinklers.
The recessed version of the F895
ECOH Sprinkler is obtained by com-
bining the pendent sprinkler with the
Model F700 Recessed Escutcheon
(Ref. Figures A and B). The F700 Re-
cessed Escutcheon provides 1/2 inch
(12,7 mm) of recessed adjustment or
up to 3/4 inch (19,1 mm ) of adjustment
from the flush pendent position. The
F700 is a separable two-piece design
which allows installation of the sprin-
klers and pressure testing of the fire
protection system, prior to ceiling con-
struction and/or application of a finish
coat to the ceiling. They also permit
refinishing of a ceiling surface without
having to first shut down the fire pro-
tection system and remove sprinklers.
The adjustment provided by the F700
substantially reduces the accuracy to
which the fixed pipe drops to the sprin-
klers must be cut. Also, the Closure
2-7/16-
(61,9 mm)
1/2-
!,7 mm)
AKE–IN
has a 1/2 inch (12,7 mm) wide flange
which provides ample clearance for
covering the mounting hole.
Lead coating is utilized to extend the
life of copper alloy sprinklers beyond
that which would otherwise be ob-
tained when exposed to corrosive at-
mospheres. Although lead coated
sprinklers have passed the standard
corrosion tests of the applicable ap-
proval agencies, the testing is not rep-
resentative of all possible corrosive at-
mospheres. Consequently, it is
recommended that the end user be
consulted with respect to the suitability
of these corrosion resistant coatings
for any given corrosive environment.
The effects of ambient temperature,
concentration of chemicals, and
gas/chemical velocity, should be con-
sidered, as a minimum, along with the
corrosive nature of the chemical to
which the sprinklers will be exposed.
Printed in U.S.A. 3-01 TD596A
NOTES:
1. Listed by Underwriters Laboratories, Inc.
2. Listed by Underwriters Laboratories for use in Canada (i.e. C -UL Listed).
3. Approved by Factory Mutual Research Corporation.
4. Approved by the Scientific Services Laboratory (Australia).
Installed with 3/4 Inch Model F700 Recessed Escutcheon.
TABLE A
LABORATORY LISTINGS AND APPROVALS
(The laboratory listings and approvals only apply to the service conditions
Indicated in the Technical Data and Design criteria sections.)
APPROVALS AND STANDARDS
Laboratory listings and approvals for
the 11.2 and 14.0 K -Factor, Model
F895 Extended Coverage Ordinary
Hazard (ECOH) Pendent, Recessed
Pendent, and Upright Sprinklers are
given in Table A.
The laboratory listings and approvals
only apply to the service conditions
indicated in the Technical Data and
Design Criteria sections.
WARNING
The Alodel F895 ECOH Sprinklers
described herein must be installed
and maintained in compliance with
this document, as well as with the
applicable standards of the National
Fire Protection Association, in addi-
tion to the standards of any other
authorities having jurisdiction. Fail-
ure to do so may impair the integrity
of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. The installing contractor or
manufacturer should be contacted
relative to any questions.
TECHNICAL_ DATA
The 11.2 and 14.0 K -Factor, Model
F895 Extended Coverage Ordinary
Hazard (ECOH) Pendent, Recessed
Pendent and Upright Sprinklers are
rated for use at a maximum service
pressure of 175 psi (12,1 bar) and they
are available in the temperature rat-
ings and finishes indicated in Table A.
Recessed versions of the F895 ECOH
Sprinklers are obtained by utilizing the
Model F895 Pendent Sprinkler in com-
bination with the Model F700 Re-
cessed Escutcheon. The Model F700
Escutcheons are available either with
a chrome plated finish or a coated fin-
ish in any color.
The flow "O" in GPM (LPM) is deter-
mined by the formula:
Q=K�p_
where the nominal sprinkler discharge
coefficient "K" equals 11.2 (161,3) or
14.0 (201,6), as applicable; and "p" _
pressure in psi (bar).
The F895 utilizes a 3 mm diameter
Bulb with a die-cast dezincification re-
sistant bronze alloy Frame. The Button
(bulb retainer) is phosphor bronze or
brass. The Gasketed Spring Plate con-
sists of a beryllium nickel disc spring
that is sealed on both its inside and
outside faces with a Teflont gasket.
The Compression Screw is bronze and
the Deflector is brass.
The F700 Recessed Escutcheon pro -
vided for use with the F895 ECOH
Sprinklers (Ref. Figure B) has a Clo-
sure and Mounting Plate fabricated
from low carbon steel. The Mounting
Plate prongs, which are compressed
back into the Mounting Plate ' as the
Closure is pushed over it, maintain a
tight friction fit between the two pieces.
The Mounting Plate and Closure can
also swivel relative to each other and
compensate for non -perpendicularity
between the F895 ECOH Sprinkler
and the ceiling.
NOTES
Inquiries concerning the appropriate-
ness of lead coated sprinklers for a
given corrosive environment should
be submitted to the attention of the
Technical Services Department.
Lead coated sprinklers are not suit-
able for use in open sprinkler applica-
tions.
—2— t DuPont Registered Trademark
SPRINKLER FINISH
TYPE
TEMPERATURE BULB
COLOR
NATURALFCHROME
POLYESTER
COATED
LEAD
RATING
CODE
BRASS
PLATED
All Colors
COATED
135°F/57°C Orange
PENDENT
155°F/68"C Red
(SIN G1893)
(SIN G1895)
UPRIGHT
1, 2, 3, 4
1, 2, 3, 4
175°Ff79°C Yellow
200°F/93°C Green
(SIN G1894)
(SIN G1896)
286°F/182°C Blue
135°F/57°C Orange
RECESSED
PENDENT*
155°F/68°C Red
(SIN G1893)
1, 2, 4
175°F/79°C Yellow
(SIN G1895)
200°F/93°C Green
NOTES:
1. Listed by Underwriters Laboratories, Inc.
2. Listed by Underwriters Laboratories for use in Canada (i.e. C -UL Listed).
3. Approved by Factory Mutual Research Corporation.
4. Approved by the Scientific Services Laboratory (Australia).
Installed with 3/4 Inch Model F700 Recessed Escutcheon.
TABLE A
LABORATORY LISTINGS AND APPROVALS
(The laboratory listings and approvals only apply to the service conditions
Indicated in the Technical Data and Design criteria sections.)
APPROVALS AND STANDARDS
Laboratory listings and approvals for
the 11.2 and 14.0 K -Factor, Model
F895 Extended Coverage Ordinary
Hazard (ECOH) Pendent, Recessed
Pendent, and Upright Sprinklers are
given in Table A.
The laboratory listings and approvals
only apply to the service conditions
indicated in the Technical Data and
Design Criteria sections.
WARNING
The Alodel F895 ECOH Sprinklers
described herein must be installed
and maintained in compliance with
this document, as well as with the
applicable standards of the National
Fire Protection Association, in addi-
tion to the standards of any other
authorities having jurisdiction. Fail-
ure to do so may impair the integrity
of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. The installing contractor or
manufacturer should be contacted
relative to any questions.
TECHNICAL_ DATA
The 11.2 and 14.0 K -Factor, Model
F895 Extended Coverage Ordinary
Hazard (ECOH) Pendent, Recessed
Pendent and Upright Sprinklers are
rated for use at a maximum service
pressure of 175 psi (12,1 bar) and they
are available in the temperature rat-
ings and finishes indicated in Table A.
Recessed versions of the F895 ECOH
Sprinklers are obtained by utilizing the
Model F895 Pendent Sprinkler in com-
bination with the Model F700 Re-
cessed Escutcheon. The Model F700
Escutcheons are available either with
a chrome plated finish or a coated fin-
ish in any color.
The flow "O" in GPM (LPM) is deter-
mined by the formula:
Q=K�p_
where the nominal sprinkler discharge
coefficient "K" equals 11.2 (161,3) or
14.0 (201,6), as applicable; and "p" _
pressure in psi (bar).
The F895 utilizes a 3 mm diameter
Bulb with a die-cast dezincification re-
sistant bronze alloy Frame. The Button
(bulb retainer) is phosphor bronze or
brass. The Gasketed Spring Plate con-
sists of a beryllium nickel disc spring
that is sealed on both its inside and
outside faces with a Teflont gasket.
The Compression Screw is bronze and
the Deflector is brass.
The F700 Recessed Escutcheon pro -
vided for use with the F895 ECOH
Sprinklers (Ref. Figure B) has a Clo-
sure and Mounting Plate fabricated
from low carbon steel. The Mounting
Plate prongs, which are compressed
back into the Mounting Plate ' as the
Closure is pushed over it, maintain a
tight friction fit between the two pieces.
The Mounting Plate and Closure can
also swivel relative to each other and
compensate for non -perpendicularity
between the F895 ECOH Sprinkler
and the ceiling.
NOTES
Inquiries concerning the appropriate-
ness of lead coated sprinklers for a
given corrosive environment should
be submitted to the attention of the
Technical Services Department.
Lead coated sprinklers are not suit-
able for use in open sprinkler applica-
tions.
—2— t DuPont Registered Trademark
FULLY RECESSED
DIMENSIONSt
Up to 1/2 inch adjustment from
minimum 1/4 Inch to maximum
3/4 inch recessed position.
Dim.
Inches
MM
A-
5/811/8ttt
15,913,2
B -Min.
7/8
22,2
B -Nom.
1-1/8
28,6
B -Max.
1-3/8
34,9
C -Min.
1/4
6,4
C -Max.
3/4
19,1
HIGH ADJUSTMENT
DIMENSIONS"
Up to 3/4 inch adjustment from
the flush ceiling position to 3/4
Inch recessed position.
Dim.
Inches
MM
A-
1/2±1/4tt
12,7±6,4
B -Mm.
7/8
22,2
B -Nom.
1-1/4
31,8
B -Max.
1-5/8
41,3
C -Min.
FLUSH
—
C -Max.
3/4
19,1
FACE OF
FITTING
B
2-7/8- DIA
(73,0 mm)
2-1/4- DIA._
(57,2 mm)
MOUNTING
SURFACE
2b
20
1- Model F895 ECOH Pendent Spnnkler
2- Model F700 Recessed Escutcheon
a- Mounting Plate
b- Closure
1/8-
(3,2 mm)
t For best overall appearance. FIGURE B
MODEL F895 ECOH RECESSED PENDENT SPRINKLER ASSEMBLY
tt Remaining 1/4 inch (6,4 mm) of WITH TWO-PIECE MODEL F700 RECESSED ESCUTCHEON
adjustment can be used to compensate
for variations in sprinkler make -in and
fitting take-out.
The Model F895 ECOH Sprinklers
must only be installed in accordance
with the applicable UL and C -UL List-
ing or FM Approval requirements, as
indicated below. Only the F700 Re-
cessed Escutcheon is to be used for
recessed installation:
UL and C -UL Listing Requirements
1. The F895 Sprinklers may be used
for the coverage areas shown in Ta-
ble B, based on maintaining the mini-
mum specified flow rate as a func-
tion of coverage area and hazard
group for all of the sprinklers in the
design area.
2. With respect to heat sensitivity, the
F895 ECOH Sprinklers are permit-
ted to be used with unobstructed or
non-combustible obstructed ceiling
construction as defined and permit-
ted by NFPA 13. For example:
• Unobstructed, combustible or non-
combustible, ceiling construction
with a deflector to ceiling/roof deck
distance of 1 to 12 inches (25 to 300
mm).
• Obstructed, noncombustible, ceil-
ing construction with a deflector lo-
cation below structural members of
1 to 6 inches (25 to 150 mm) and a
maximum deflector to ceiling/roof
deck distance of 22 inches (550
MITI).
3. The minimum allowable spacing be-
tween the F895 ECOH Sprinklers, to
prevent cold soldering, is 8 feet (2,4
m) for upright sprinklers and 9 feet
(2,7 m) for pendent sprinklers.
4. The Model F895 ECOH Sprinklers
are to be installed in accordance
with all other requirements of NFPA
13 for extended coverage upright
and pendent sprinklers.
FM Approval Requirements
The F895 ECOH Sprinklers are to be
installed in accordance with the appli-
cable Factory Mutual Loss Prevention
Data Sheet for limited use in buildings
—3—
of specific roof construction and for the
protection of certain specific ordinary
hazard (non -storage and/or non-flam-
mable or combustible liquid) occupan-
cies. Information provided in FM Loss
Prevention Data Sheets relate to, but
are not limited to, hydraulic design,
ceiling slope and obstructions, mini-
mum and maximum allowable spac-
ing, and deflector -to -ceiling distance.
K=11 2
ORDINARY HAZARD
GROUP 1
ORDINARY HAZARD
GROUP 2
0.15 gpm/ft2
Density
0.20 gpMft2
Density
Coverage Area
Maximum
Distance
From
Wall
Ft.
Minimum
Flow,
GPM
Minimum
Pressure,
PSI
Minimum Minimum
Flow, Pressure,
GPM PSI
Ft. x Ft.
Sq. Ft.
14 x 14
196
7
29.6
7.0
39.2 12.3
16 x 16
256
8
38.4
11.8
51.2 20.9
K=14.0
ORDINARY HAZARD
GROUP 1
ORDINARY HAZARD
GROUP 2
0.15 gprtVft2
Density -
0.20 gpnVft2
- Density
Coverage Area -
Maximum
Distance
From
Wall
Ft.
Minimum Minimum
Flow, Pressure,
GPM PSI
Minimum
Flow,
GPM
Minimum
Pressure,
PSI
Ft. x Ft.
Sq. Ft.
16 x 16
256
8
38.4 7.5
51.2
13.4
18 x 18
324
9
48.6 1 12.1
64.8
21.4
20 x 20
400
10
60.0 1 18.4
80.0
32.7
TABLE B
UL AND C -UL LISTING CRITERIA FOR THE INSTALLATION OF
MODEL F895 ECOH SPRINKLERS
NOTE
Do not install any bulb type sprinkler
if the bulb is cracked or there is a loss
of liquid front the bulb. With the
sprinkler held horizontal, a small air
bubble should be present. The diante-
ter of the air bubble is approximately
1116 inch (1,6 rnrn) for the
1350F157°C to 3/32 inch (Z4 inin) for
the 286"F1141 "C temperature rat-
ings.
The Model F895 ECOH Sprinklers
must be installed in accordance with
the following instructions.
1. Prior to installing each sprinkler, ver-
ify that the face of the sprinkler fitting
is within the proper range of distance
which can be accommodated by the
particular type of escutcheon.
When installing the F895 Sprinkler
with the F700 Recessed Escutch-
eon, for best overall appearance,
use Dimension "A" indicated under
the "Fully Recessed Dimensions"
heading of Figure B. Otherwise, use
Dimension "A" under the "High Ad-
justment Dimensions" heading. In
either case, the remaining adjust-
ment can then be used to compen-
sate for the possible manufacturing
variations in the take-out of the fit-
tings, as well as in the make -in of the
"FITTING SIDE"
TOWARDS SPRINKLER
FITTING
TENCH
:CESS
JD "A")
FIGURE C
W -TYPE 3 SPRINKLER WRENCH
(For Pendent & Upright
Installations)
Conversion Factors
1 ft.= 0.03048 m
1 sq. ft.= 0.093 m2
1 gpm = 3.785 Ipm
1 psi = 0.06895 bar
1 gpm/ft2 = 40.74 mm/min
WRENCH
RECESS
i
4 -
----
WRENCH
LUGS
FIGURE D
W -TYPE 4 SPRINKLER WRENCH
(For Recessed Installations)
sprinklers (as permitted by ANSI 4.
131.20.1).
2. The sprinkler must be installed with
the deflector parallel to the mounting
surface. Pendent sprinklers must be
installed in the pendent position, and
upright sprinklers must be installed
in the upright position.
3. With pipe thread sealant applied to
the pipe threads and after installing
the F700 Mounting Plate (or other
escutcheon, as applicable) over the
sprinkler threads, hand tighten the
sprinkler into the sprinkler fitting.
Wrench tighten upright or pendent
sprinklers using only the W -Type 3
(End A) Sprinkler Wrench. Wrench
tighten the recessed pendent sprin-
kler using only the W -Type 4 Sprin-
kler Wrench. The wrench recess of
the applicable wrench (Ref. Figures
C and D) is to be applied to the
sprinkler wrench flats (Ref. Figure
A).
NOTES
A leak tight 314 inch NPT sprin-
kler joint should be obtained with
a torque of 10 to 20 ft. lbs. (13,4 to
26,8 Nm). Higher levels of torque
rnav distort the sprinkler inlet
with consequent leakage or im-
pairment of the sprinkler.
Do not attempt to stake -up for in-
sufficient adjustment in the es-
cutcheon plate by under- or over -
tightening the sprinkler. Readjust
thepositionof the sprinkler fitting
to suit.
In recessed installations, after the
ceiling has been installed or the fin-
ish coat has been applied, slide on
the F700 Closure over the F895
Sprinkler and push the Closure over
the Mounting Plate until its flange
comes in contact with the ceiling.
The Model F895 Sprinklers must be
maintained and serviced in accord-
ance with the following instructions:
NOTE
Before closing a (ire protection system
control valve for maintenance work
on the fire protection system which it
controls, permission to shut down the
affected fire protection system must be
obtained from the proper authorities
and all personnel who may be affected
by this action must be notified.
Absence of an escutcheon, which is
used to cover a clearance hole, may
delay the time to sprinkler operation
in a fire situation.
Sprinklers which are found to be leak-
ing or exhibiting visible signs of corro-
sion must be replaced.
Automatic sprinklers must never be
shipped or stored where their tempera-
tures will exceed 100°F/380C and they
must never be painted, plated, coated
or otherwise altered after leaving the
factory. Modified sprinklers must be
replaced. Sprinklers that have been
exposed to corrosive products of com-
bustion, but have not operated, should
be replaced if they cannot be com-
pletely cleaned by wiping the sprinkler
with a cloth or by brushing it with a soft
bristle brush.
Care must be exercised to avoid dam-
age to the sprinklers — before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed. Also, replace any sprinkler that
has a cracked bulb or that has lost
liquid from its bulb (ref. Installation
Section Note).
Frequent visual inspections are rec-
ommended to be initially performed for
lead coated sprinklers, after the instal-
lation has been completed, to verify
the long term potential integrity of the
sprinkler coating. Thereafter, annual
inspections per NFPA 25 should suf-
fice; however, instead of inspecting
from the floor level, a random sampling
of close-up visual inspections should
be made, so as to better determine the
exact sprinkler condition and the long
term integrity of the lead coating, as it
may be affected by the corrosive con-
ditions present.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative
to any questions.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service.
—5—
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO .FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT- LIABILITY
OR UNDER ANY OTHER LEGAL
THEORY, FOR INCIDENTAL, INDI-
RECT, SPECIAL OR CONSEQUEN-
TIAL DAMAGES, INCLUDING BUT
NOT LIMITED TO LABOR CHARGES,
REGARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
A Product Symbol Number (PSN) is
not specified when ordering polyester
coated F895 ECOH Sprinklers with
other than a white color or, when or-
dering color coated F700 Recessed
Escutcheons with other than a white
color. It is suggested that a color chip
be provided when ordering special
color finishes. Otherwise, responsibil-
ity for duplication cannot be accepted.
Contact your local distributor for avail-
ability.
"Standard Order"
Sprinkler Assemblies with NPT
Thread Connections:
Specify: (specify K -Factor), (specify
temperature rating), Model F895
(specify Pendent or Upright) ECOH
Sprinkler with (specify finish), PSN
(specify - from Table C, where applica-
ble).
"Special Order"
Sprinkler Assemblies with ISO 7/1
Thread Connections:
Specify: (specify K -Factor), (specify
temperature rating), Model F895
(specify Pendent or Upright) ECOH
Sprinkler with (specify finish) and with
thread connection per ISO 7/1.
Recessed Escutcheon:
Specify: 3/4" Model F700 Recessed
Escutcheon with (specify finish), PSN
(specify).
F700 Recessed Escutcheon
Chrome Plated .......... PSN 56-700-9-010
White Color
Coated .............. PSN 56-700-4-010
Sprinkler Wrench:
Specify: W -Type 3 Sprinkler Wrench,
PSN 56-895-1-001
Specify: W -Type 4 Recessed Sprinkler
Wrench, PSN 56-875-4-001
The folowing patents are applicable
to the Model F895 ECOH Sprinklers:
U.S.A. ..... ........
5,366,022
U.S.A. . ............
5,579, 846
U.S.A. . .... ........
5,584,344
U.S.A. ..... ........
5,609,211
U.S.A. .............
5,862,994
U.S.A. .............
5,865,256
1'wal flow Control/ Tyco Fire
Products
PSN 51 - XXX - X- XXX
TABLE C
PRODUCT SYMBOL NUMBER SELECTION
TEMPERATURE
K -FACTOR/
NATURAL BRASS
RATING
ORIENTATION
7
LEAD COATED
9
CHROME PLATED
135
135'F/57°C
893 K=11.2 / PENDENT
155°F/68°C
155
894 K=11.2 / UPRIGHT
175°F/79°C
175
895 K=14.0 / PENDENT
200°F/93°C
200
896 K=14.0 UPRIGHT
286°F/141°C
286
TABLE C
PRODUCT SYMBOL NUMBER SELECTION
SPRINKLER
FINISH
1
NATURAL BRASS
4
WHITE POLYESTER
7
LEAD COATED
9
CHROME PLATED
TABLE C
PRODUCT SYMBOL NUMBER SELECTION
& Simp/exGrinne//
St:c.•tirity HYDRAULIC DESIGN INFORMATION SHEET
NAME
Albertsons #443
LOCATION
2900 Wheaton Way, Bremerton, WA
BUILDING
System #2 Remote Area 2
CALCULATED BY
Protection Consultants, Inc.
CONSTRUCTION:
1:1 . COMBUSTIBLE ❑X NON-COMBUSTIBLE
OCCUPANCY
Retail Store
APPROVING AUTHORITIES City Of Bremerton
�X NFPA. 13 LT. HAZ ORD. HAZ. GP. []1 [Z]2 EX. HAZ. [:]1 [:]2
NFPA 231 ❑ NFPA 231C FIGURE CURVE
❑X OTHER (specify) Plans & Specs for Rack Storage
SPECIFIC RULING MADE BY DATE
AREA OF SPRINKLER OPERATION 2000
SYSTEM TYPE
DENSITY 0.24
[Z]WET []DRY DELUGE [:]PRE -
AREA PER SPRINKLER 130
SPRINKLER OR NOZZLE ACTION
HOSE ALLOWANCE GPM: INSIDE
MAKE Gem MODEL F895
HOSE ALLOWANCE GPM: OUTSIDE 500
RACK SPRINKLER ALLOWANCE n/a
SIZE 3/4" K -FACTOR 14 }
TEMPERATURE RATING 175
CALCULATION
GPM REQUIRED 618.4 PSI REQUIRED 41.1 @ City Main
(SPECIFY LOCATION)
SUMMARY
"C" FACTOR USED: OVERHEAD 120 UNDERGROUND 140
WATER FLOW TEST
PUMP DATA
TANK OR RESERVOIR
DATE & TIME
CAPACITY
STATIC PSI 73
RATED CAPACITY
ELEVATION
RESIDUAL PSI 58
AT PSI
GPM FLOWING 1076
ELEVATION
WELL
ELEVATION 0
PROOF FLOW GPM
LOCATION City Main
SOURCE OF INFORMATION Project Plans & Specs
COMMODITY Food Products CLASS 3 LOCATION Southeast Corner
STORAGE HEIGHT 16'-0" AREA 1050 SQ. FT. AISLE WIDTH n/a
X❑ SINGLE ROW XO CONVENTIONAL [:]AUTOMATIC STORAGE [:]ENCAPSULATED
DOUBLE ROW SLAVE PALLET [] SOLID SHELVING X❑ NON -ENCAPSULATED
MULTIPLE ROW X❑ OPEN
FLUE SPACING IN INCHES
CLEARRANCE FROM THE TOP
OF STORAGE TO CEILING
LONGITUDINAL TRANSVERSE
FT. IN.
HORIZONTAL BARRIERS PROVIDED
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: 9/10/2002 C:\PROJECTS\41.303578\0443S2R2..SDF
JOB TITLE: ALBERTSONS # 443 - BREMERTON, WA - SYSTEM #2 R.A. #2
WATER SUPPLY DATA
.,OURCE
STATIC
RESID. FLOW
AVAIL.
TOTAL
REQ'D
NODE
PRESS.
PRESS. @
PRESS.
@ DEMAND
PRESS.
TAG
(PSI)
(PSI) (GPM)
(PSI)
(GPM)
(PSI)
A
73.0
58.0 1076.0
57.9
1079.2
49.0
AGGREGATE
FLOW ANALYSIS:
41.3
- - - - - - - - - - - -
2.0 - - - -
TOTAL FLOW AT SOURCE 1079.2 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 500.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 579.2 GPM
NODE ANALYSIS DATA
DENSITY
NODE TAG
ELEVATION NODE TYPE
PRESSURE
DISCHARGE AREA REQ. ACT.
(FT)
(PSI)
(GPM) (FT^2) (GPM/FT-2)
A
-5.0 SOURCE
49.0
1079.2 - - - - - - - - -
B
-5.0 HOSE STREAM
45.4
500.0 - - - - - - - - -
C
1.0 - - - -
42.0
- - - - - - - - - - - -
D
2.0 - - - -
41.3
- - - - - - - - - - - -
2.0 - - - -
36.3
- - - - - - - - - - - --
4.0 - - - -
35.3
- - - - - - - - - - - -
2
24.0 - - - -
25.9
- - - - - - - - - - - -
3
24.0 - - - -
25.0
- - - - - - - - - - - -
4
24.0 - - - -
24.9
- - - - - - - - - - - -
5
24.0 - - - -
24.8
- - - - - - - - - - - -
6
24.0 - - - -
24.7
- - - - - - - - - - - -
7
24.0 - - - -
24.6
- - - - - - - - - - - -
8
24.0 - - - -
24.6
- - - - - - - - - - - -
9
24.0 - - - -
24.6
- - - - - - - - - - - -
10
24.0 - - - -
19.0
- - - - - - - - - - - -
11
24.0 - - - -
19.0
- - - - - - - - - - - -
12
24.0 - - - -
19.1
- - - - - - - - - - - -
13
24.0 - - - -
19.2
- - - - - - - - - - - -
14
24.0 - - - -
19.4
- - - - - - - - - - - -
15
24.0 - - - -
19.6
- - - - - - - - - - - -
16
24.0 - - - -
19.7
- - - - - - - - - - - -
17
24.0 - - - -
19.8
- - - - - - - - - - - -
18
24.0 - - - -
19.1
- - - - - - - - - - - -
19
24.0 - - - -
17.6
- - - - - - - - - - - -
20
24.0 - - - -
23.1
- - - - - - - - - - - -
21
24.0 - - - -
17.1
- - - - - - - - - - - -
22
24.0 - - - -
16.0
- - - - - - - - - - - -
101
24.0 - - - -
21.8
- - - - - - - - - - - -
102
24.0 - - - -
21.8
- - - - - - - - - - - -
103
24.0 - - - -
21.5
- - - - - - - - - - - -
04
24.0 - - - -
21.3
- - - - - - - - - - - -
105
24.0 - - - -
21.9
- - - - - - - - - - - -
106
24.0 - - - -
21.6
- - - - - - - - - - - -
107
24.0 - - - -
21.3
- - - - - - - - - - - -
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 9/10/2002 C:\PROJECTS\41.303578\0443S2R2.SDF
JOB TITLE: ALBERTSONS # 443 - BREMERTON, WA - SYSTEM #2 R.A. #2
NODE ANALYSIS DATA
DENSITY
NODE TAG
ELEVATION
NODE
TYPE
PRESSURE
DISCHARGE
AREA
REQ.
ACT.
(FT)
(PSI)
(GPM)
(FT/2)
(GPM/FT^2)
201
24.0
K=
8.00
19.7
35.5
126.0
0.240
0.282
202
24.0
K=
8.00
19.5
35.3
126.0
0.240
0.281
203
24.0
K=
8.00
19.4
35.2
126.0
0.240
0.279
204
24.0
K=
8.00
19.3
35.1
126.0
0.240
0.279
205
24.0
K=
8.00
19.2
35.0
126.0
0.240
0.278
206
24.0
K=
8.00
19.1
35.0
126.0
0.240
0.278
207
24.0
K=
8.00
19.1
34.9
126.0
0.240
0.277
208
24.0
K=
8.00
19.0
34.9
126.0
0.240
0.277
209
24.0
K=,8.00
16.2
32.2
130.0
0.240
0.248
210
24.0
K=
8.00
15.2
31.2
130-.0
0:240
0.240
211
24.0
K=
8.00
14.3
30.2
94.5
0.240
0.320
212
24.0
K=
8.00
12.5
28.3
94.5
0.240
0.299
213
24.0
K=
8.00
11.0
26.5
84.0
0.240
0.315
214
24.0
K=
8.00
11.4
27.0
99.0
0.240
0.273
215
24.0
K=
8.00
10.0
25.2
99.0
0.240
0.255
216
24.0
K=
8.00
8.7
23.6
88.0
0.240
0.269
217
24.0
K=
8.00
10.8
26.3
99.0
0.240
0.266
218
24.0
K=
8.00
9.4
24.5
99.0
0.240
0.248
219
24.0
K=
8.00
8.2
23.0
88.0
0.240
0.261
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 9/10/2002
C:\PROJECTS\41.303578\0443S2R2.SDF
JOB
TITLE:
ALBERTSONS
# 443
- BREMERTON,
WA
- SYSTEM
#2 R.A.
#2
PIPE
DATA
?IPE
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
1079.2
8.510
PL
540.00
PF
3.6
A
-5.0
SRCE
49.0
(N/A)
6.1
140
FTG
TG
PE
0.0
B
-5.0
H.S.
45.4
500.0
0.006
TL
610.90
PV
Pipe:
2
579.2
6.400
PL
35.00
PF
0.9
B
-5.0
H.S.
45.4
500.0
5.8
140
FTG
ETG
PE
-2.6
C
1.0
0.0
42.0
0.0
0.007
TL
116.22
PV
Pipe:
3
579.2
6.357
PL
1.00-
PF
0.2
C
1.0
0.0
42.0
0.0
5.9
120
FTG
E
PE
-0.4
D
2.0
0.0
41.3
0.0
0.010
TL
19.00
PV
Pipe:
4
FIXED PRESSURE LOSS
DEVICE
D
2.0
0.0
41.3
0.0
5.0
psi,
579.2
gpm
E
2.0
0.0
36.3
0.0
Pipe:
5
579.2
6.357
PL
2.00
PF
0.2
E
2.0
0.0
36.3
0.0
5.9
120
FTG
E
PE
-0.9
1
4.0
0.0
35.3
0.0
0.010
TL
20.00
PV
Pipe:
6
579.2
6.357
PL
20.00
PF
0.7
1
4.0
0.0
35.3
0.0
5.9
120
FTG
CB
PE
-8.7
'.
24.0
0.0
25.9
0.0
0.010
TL
73.00
PV
Pipe:
7
579.2
6.357
PL
49.00
PF
0.9
2
24.0
0.0
25.9
0.0
5.9
120
FTG
2E
PE
0.0
3
24.0
0.0
25.0
0.0
0.010
TL
85.00
PV
Pipe:
8
240.5
4.260
PL
9.50
PF
0.1
3
24.0
0.0
25.0
0.0
5.4
120
FTG
----
PE
0.0
4
24.0
0.0
24.9
0.0
0.014
TL
9.50
PV
Pipe:
9
209.1
4.260
PL
9.00
PF
0.1
4
24.0
0.0
24.9
0.0
4.7
120
FTG
----
PE
0.0
5
24.0
0.0
24.8
0.0
0.011
TL
9.00
PV
Pipe:
10
178.6
4.260
PL
9.00
PF
0.1
5
24.0
0.0
24.8
0.0
4.0
120
FTG
----
PE
0.0
6
24.0
0.0
24.7
0.0
0.008
TL
9.00
PV
Pipe:
11
132.5
4.260
PL
14.00
PF
0.1
6
24.0
0.0
24.7
0.0
3.0
120
FTG
----
PE
0.0
7
24.0
0.0
24.6
0.0
0.005
TL
14.00
PV
Pipe:
12
87.8
4.260
PL
14.00
PF
0.0
7
24.0
0.0
24.6
0.0
2.0
120
FTG
----
PE
0.0
8
24.0
0.0
24.6
0.0
0.002
TL
14.00
PV
Pipe:
13
43.8
4.260
PL
15.00
PF
0.0
8
24.0
0.0
24.6
0.0
1.0
120
FTG
----
PE
0.0
9
24.0
0.0
24.6
0.0
0.001
TL
15.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 9/10/2002
C:\PROJECTS\41.303578\0443S2R2.SDF
JOB
TITLE:
ALBERTSONS
# 443
- BREMERTON,
WA
- SYSTEM
#2 R.A.
#2
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:
14
-148.5
3.260
PL
1.50
PF
0.0
10
24.0
0.0
19.0
0.0
5.7
120
FTG
----
PE
0.0
11
24.0
0.0
19.0
0.0
0.021
TL
1.50
PV
Pipe:
15
-90.7
3.260
PL
12.50
PF
0.1
11
24.0
0.0
19.0
0.0
3.5
120
FTG
----
PE
0.0
12
24.0
0.0
19.1
0.0
0.009
TL
12.50
PV
Pipe:
16
-104.8
3.260
PL
7.00
PF
0.1
12
24.0
0.0
19.1
0.0
4.0
120
FTG
----
PE
0.0
13
24.0
0.0
19.2
0.0
0.011'TL"
7.00
PVl
Pipe:
17
-178.6
3.260
PL
6.50
PF
0.2
13
24.0
0.0
19.2
0.0
6.9
120
FTG
----
PE
0.0
14
24.0
0.0
19.4
0.0
0.030
TL
6.50
PV
Pipe:
18
-132.5
3.260
PL
14.00
PF
0.2
14
24.0
0.0
19.4
0.0
5.1
120
FTG
----
PE
0.0
15
24.0
0.0
19.6
0.0
0.017
TL
14.00
PV
Pipe:
19
-87.8
3.260
PL
14.00
PF
0.1
15
24.0
0.0
19.6
0.0
3.4
120
FTG
----
PE
0.0
16
24.0
0.0
19.7
0.0
0.008
TL
14.00
PV
Pipe:
20
-43.8
3.260
PL
15.00
PF
0.0
16
24.0
0.0
19.7
0.0
1.7
120
FTG
----
PE
0.0
17
24.0
0.0
19.8
0.0
0.002
TL
15.00
PV
Pipe:
21
14.1
2.104
PL
1.00
PF
0.0
12
24.0
0.0
19.1
0.0
1.3
120
FTG
T
PE
0.0
18
24.0
0.0
19.1
0.0
0.002
TL
11.90
PV
Pipe:
22
73.8
1.639
PL
1.00
PF
1.6
13
24.0
0.0
19.2
0.0
11.2
120
FTG
T
PE
0.0
19
24.0
0.0
17.6
0.0
0.166
TL
9.73
PV
Pipe:
23
338.7
4.260
PL
147.00
PF
5.3
3
24.0
0.0
25.0
0.0
7.6
120
FTG
2ET
PE
0.0
201
24.0
8.0
19.7
35.5
0.027
TL
199.00
PV
Pipe:
24
303.2
4.260
PL
9.00
PF
0.2
201
24.0
8.0
19.7
35.5
6.8
120
FTG
----
PE
0.0
202
24.0
8.0
19.5
35.3
0.022
TL
9.00
PV
Pipe:
25
267.9
4.260
PL
9.00
PF
0.2
202
24.0
8.0
19.5
35.3
6.0
120
FTG
----
PE
0.0
203
24.0
8.0
19.4
35.2
0.017
TL
9.00
PV
Pipe:
26
232.6
4.260
PL
9.00
PF
0.1
03
24.0
8.0
19.4
35.2
5.2
120
FTG
----
PE
0.0
204
24.0
8.0
19.3
35.1
0.013
TL
9.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 9/10/2002
C:\PROJECTS\41.303578\0443S2R2.SDF
JOB
TITLE:
ALBERTSONS
# 443
- BREMERTON,
WA
- SYSTEM
#2 R.A.
#2
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:
27
197.5
4.260
PL
9.00
PF
0.1
204
24.0
8.0
19.3
35.1
4.4
120
FTG
----
PE
0.0
205
24.0
8.0
19.2
35.0
0.010
TL
9.00
PV
Pipe:
28
162.5
4.260
PL
8.50
PF
0.1
205
24.0
8.0
i9.2
35.0
3.7
120
FTG
----
PE
0.0
206
24.0
8.0
19.1
35.0
0.007
TL
8.50
PV
Pipe:
29
127.6
4.260
PL
9.00
PF
0.0
206
24.0
8.0
19.1
35.0
2.9
120
FTG
----
PE
0.0
207
24.0
8.0
19.1
34.9
-
0.004
TL
9.00
PV
Pipe:
30
92.6
4.260
PL
9.00
PF
0.0
207
24.0
8.0
19.1
34.9
2.1
120
FTG
----
PE
0.0
208
24.0
8.0
19.0
34.9
0.002
TL
9.00
PV
Pipe:
31
57.7
4.260
PL
3.50
PF
0.0
208
24.0
8.0
19.0
34.9
1.3
120
FTG
T
PE
0.0
11
24.0
0.0
19.0
0.0
0.001
TL
29.50
PV
Pipe:
32
31.4
2.104
PL
138.00
PF
1.8
4
24.0
0.0
24.9
0.0
2.9
120
FTG
E3T
PE
0.0
20
24.0
0.0
23.1
0.0
0.010
TL
176.16
PV
Pipe:
33
30.4
2.104
PL
138.00
PF
1.7
5
24.0
0.0
24.8
0.0
2.8
120
FTG
E3T
PE
0.0
20
24.0
0.0
23.1
0.0
0.010
TL
176.16
PV
Pipe:
34
61.8
2.104
PL
80.00
PF
4.0
20
24.0
0.0
23.1
0.0
5.7
120
FTG
3T
PE
0.0
18
24.0
0.0
19.1
0.0
0.035
TL
112.71
PV
Pipe:
35
46.2
2.104
PL
213.50
PF
5.3
6
24.0
0.0
24.7
0.0
4.3
120
FTG
4T
PE
0.0
14
24.0
0.0
19.4
0.0
0.021
TL
257.11
PV
Pipe:
A
44.7
2.104
PL
124.00
PF
2.8
7
24.0
0.0
24.6
0.0
4.1
120
FTG
2T
PE
0.0
101
24.0
0.0
21.8
0.0
0.019
TL
145.80
PV
Pipe:
B
44.7
2.104
PL
89.50
PF
2.2
101
24.0
0.0
21.8
0.0
4.1
120
FTG
2T
PE
0.0
15
24.0
0.0
19.6
0.0
0.019
TL
111.30
PV
Pipe:
C
44.0
2.104
PL
124.00
PF
2.8
8
24.0
0.0
24.6
0.0
4.1
120
FTG
2T
PE
0.0
102
24.0
0.0
21.8
0.0
0.019
TL
145.80
PV
Pipe:
39
44.0
2.104
PL
16.00
PF
0.3
02
24.0
0.0
21.8
0.0
4.1
120
FTG
----
PE
0.0
103
24.0
0.0
21.5
0.0
0.019
TL
16.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 9/10/2002
C:\PROJECTS\41.303578\0443S2R2.SDF
JOB
TITLE:
ALBERTSONS
# 443
- BREMERTON, WA
- SYSTEM
#2 R.A.
#2
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:
40
44.0
2.104
PL
15.50
PF
0.3
103
24.0
0.0
21.5
0.0
4.1
120
FTG
----
PE
0.0
104
24.0
0.0
21.3
0.0
0.019
TL
15.50
PV
Pipe:
D
44.0
2.104
PL
58.00
PF
1.5
104
24.0
0.0
21.3
0.0
4.1
120
FTG
2T
PE
0.0
16
24.0
0.0
19.7
0.0
0.019
TL
79.80
PV
Pipe:
E
43.8
2.104
PL
124.00
PF
2.7
9
24.0
0.0
24.6
0.0
4.0
120
FTG
2T
PE
0.0
105
24.0
0.0
21.9
0.0
"
0.019
TL
1-45.80
PW
Pipe:
43
43.8
2.104
PL
16.00
PF
0.3
105
24.0
0.0
21.9
0.0
4.0
120
FTG
----
PE
0.0
106
24.0
0.0
21.6
0.0
0.019
TL
16.00
PV
Pipe:
44
43.8
2.104
PL
15.50,
PF
0.3
106
24.0
0.0
21.6
0.0
4.0
120
FTG
----
PE
0.0
107
24.0
0.0
21.3
0.0
0.019
TL
15.50
PV
Pipe:
F
43.8
2.104
PL
58.00
PF
1.5
107
24.0
0.0
21.3
0.0
4.0
120
FTG
2T
PE
0.0
17
24.0
0.0
19.8
0.0
0.019
TL
79.80
PV
Pipe:
46
148.5
2.635
PL
6.50
PF
1.9
10
24.0
0.0
19.0
0.0
8.7
120
FTG
ET
PE
0.0
21
24.0
0.0
17.1
0.0
0.060
TL
31.50
PV
Pipe:
47
116.2
2.104
PL
9.50
PF
1.1
21
24.0
0.0
17.1
0.0
10.7
120
FTG
----
PE
0.0
22
24.0
0.0
16.0
0.0
0.114
TL
9.50
PV
Pipe:
48
85.0
1.639
PL
8.00
PF
1.7
22
24.0
0.0
16.0
0.0
12.9
120
FTG
----
PE
0.0
211
24.0
8.0
14.3
30.2
0.215
TL
8.00
PV
Pipe:
49
54.8
1.408
PL
9.00
PF
1.8
211
24.0
8.0
14.3
30.2
11.3
120
FTG
----
PE
0.0
212
24.0
8.0
12.5
28.3
0.200
TL
9.00
PV
Pipe:
50
26.5
1.080
PL
8.00
PF
1.5
212
24.0
8.0
12.5
28.3
9.3
120
FTG
----
PE
0.0
213
24.0
8.0
11.0
26.5
0.190
TL
8.00
PV
Pipe:
51
75.9
1.639
PL
26.50
PF
7.7
18
24.0
0.0
19.1
0.0
11.5
120
FTG
2ET
PE
0.0
214
24.0
8.0
11.4
27.0
0.175
TL
43.95
PV
Pipe:
52
48.9
1.408
PL
9.00
PF
1.5
14
24.0
8.0
11.4
27.0
10.1
120
FTG
----
PE
0.0
215
24.0
8.0
10.0
25.2
0.162
TL
9.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 9/10/2002 C:\PROJECTS\41.303578\0443S2R2.SDF
JOB TITLE: ALBERTSONS # 443 - BREMERTON, WA - SYSTEM #2 R.A. #2
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: 53 23.6 1.080 PL 8.00 PF 1.2
215 24.0 8.0 10.0 25.2 8.3 120 FTG ---- PE 0.0
216 24.0 8.0 8.7 23.6 0.154 TL 8.00 PV
Pipe: 54 73.8 1.639 PL 23.50 PF 6.8
19 24.0 0.0 17.6 0.0 11.2 120 FTG 2ET PE 0.0
217 24.0 8.0 10.8 26.3 0.166 TL 40.95 PV
Pipe: 55 47.5 1.408 PL 9.00 PF 1.4
217 24.0 8.0 10.8 26.3 9.8 120 FTG ---- PE 0.0
218 24.0 8.0 9.4 24.5 0.154 TL 9.00 PV
Pipe: 56 23.0 1.080 PL 8.00 PF 1.2
218 24.0 8.0 9.4 24.5 8.0 120 FTG ---- PE 0.0
219 24.0 8.0 8.2 23.0 0.146 TL 8.00 PV
Pipe: 57 32.2 1.408 PL 1.50 PF 0.9
21 24.0 0.0 17.1 0.0 6.6 120 FTG ET PE 0.0
209 24.0 8.0 16.2 32.2 0.075 TL 11.42 PV
Pipe: 58 31.2 1.408 PL 1.50 PF 0.8
22 24.0 0.0 16.0 0.0 6.4 120 FTG ET PE 0.0
210 24.0 8.0 15.2 31.2 0.071 TL 11.42 PV
NOTES:
(1) Calculations were performed by the HASS 7.4 computer program
under license no. 4906013211 granted by
HRS Systems, Inc.
4792 LaVista Road
Tucker, GA 30084
(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 0.103 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 12.9 ft/sec at pipe 48.
(4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 9/10/2002
C:\PROJECTS\41.303578\0443S2R2.SDF
JOB TITLE:
ALBERTSONS #
443 - BREMERTON, WA -
SYSTEM
#2 R.A.
#2
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
DPVly
NPTee
1.080
2.30
5.76
2.30 5.76
6.91
1.15
11.52
11.52
5.76
1.408
3.31
6.62
2.21 7.72
6.62
1.10
11.03
11.03
6.62
1.639
4.36
8.73
2.18 9.82
6.54
1.09
10.91
10.91
8.73
2.104
5.45
10.90
3.27 11.99
6.54
1.09
10.90
10.90
10.90
6.400
18.19
38.98
11.69 41.58
12.99
3.90
36.38
36.38
38.98
8.510
24.60
47.84
17.77 61.51
16.40
5.47
42.37
42.37
47.84
PAGE: B
MATERIAL: THNWL 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-
DPVly
NPTee
2.635
8.00
17.00
6.00 19.00
10.00
1.00
14.00
14.00
17.00
3.260
10.00
20.00
7.00 22.00
14.00
1.00
18.00
18.00
20.00
4.260
13.00
26.00
8.00 29.00
16.00
3.00
26.00
26.00
26.00
6.357
18.00
38.00
11.00 40.00
13.00
4.00
35.00
35.00
38.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 9/10/2002 C:\PROJECTS\41.303578\0443S2R2.SDF
JOB TITLE: ALBERTSONS # 443 - BREMERTON, WA - SYSTEM #2 R.A. #2 0
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Gem
TYCO FIRE PRODUCTS, 7071 S. 13th Street, Suite 103 Oak Creek, WI 53154 — www.gemsprinkler.com
Customer Service/Sales: Tel: (877) 436-8926 / Fax: (877) 866-9250
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS
UNIVERSAL MODEL A
STANDARD RESPONSE, 5 mm BULB TYPE, 8.0 K -FACTOR, 3/4" NPT**
2-
(58,
ESCUTCHEON 1/2" (12,7 mm)
PLATE SEATING NOMINAL
SURFACE 314" ** MAKE -IN
NPT
1
_
5/16"
7 mm)
I
1-9/16"
�
(39,7 mm)
i
SSP DEFLECTOR
MODEL F700
RECESSED
ESCUTCHEON
WRENCH
FLATS
2-7/8' (73,0 mm) DIA.
SSU*
DEFLECTOR
6*
1/2° .. � 5
(12,7 mm)
NOMINAL - 4
MAKE -IN
2-1/4"
�2
(57,2 mm)
3
- 1
3/4" NPT **
PENDENT RECESSED PENDENT UPRIGHT
CROSS SECTION
1 - Frame 3 - Gasketed 4 - Bulb 6 - Deflector " Temperature rating is indicated on deflector or adjacent to
2 - Button Spring 5 - Compression 7 - Ejection orifice seat on frame.
Plate Screw Spring *+ Pipe thread connections per ISO 7/1 can be provided on
FIGURE A special request.
8.0 K -FACTOR STANDARD RESPONSE MODEL A PENDENT (SIN G7591) AND UPRIGHT (SIN G7590) SPRINKLERS
The 8.0 K -Factor Standard Response
Universal Model A Pendent, Recessed
Pendent, and Upright Sprinklers (Ref.
Figure A) are automatic sprinklers of
the "standard response" frangible bulb
type. They are "standard spray sprin-
klers" intended for use in fire sprinkler
systems designed in accordance with
the standard installation rules recog-
nized by the applicable Listing or Ap-
proval agency (e.g., UL Listing is
based on NFPA 13 requirements). The
Pendent, Recessed Pendent, and Up-
right Sprinklers all produce a hemi-
spherical water distribution pattern be-
low the deflector.
The recessed versions of the Model A
Sprinkler are obtained by utilizing the
Model A Pendent Sprinkler in combi-
nation with the Model F700 Recessed
Escutcheon (Ref. Figures A and B).
The F700 Recessed Escutcheon pro-
vides 1/2 inch (12,7 mm) of recessed
adjustment or up to 3/4 inch (19,1 mm)
of adjustment from the flush pendent
position.
Wax and lead coatings are utilized to
extend the life of copper alloy sprin-
klers beyond that which would other-
wise be obtained when exposed to cor-
rosive atmospheres. Although wax
and lead coated sprinklers have
passed the standard corrosion tests of
the applicable approval agencies, the
testing is not representative of all pos-
sible corrosive atmospheres. Conse-
quently, it is recommended that the
end user be consulted with respect to
the suitability of these corrosion resis-
tant coatings for any given corrosive
environment. The effects of ambient
temperature, concentration of chemi-
cals, and gas/chemical velocity,
should be considered, as a minimum,
along with the corrosive nature of the
chemical to which the sprinklers will be
exposed.
NOTE
The intermediate level version of the
Model A Pendent Sprinkler is ob-
tained by utilizing the Model A Pert -
dent Sprinkler (SIN G7591) in combi-
nation with the Model Q-67 Shield
described in Technical Data Sheet
TD501 M.
Laboratory listings and approvals for
the 8.0 K -Factor Model A Pendent,
Recessed Pendent, and Upright Sprin-
klers are given in Table A.
WARNING
The 8.0 K -Factor Model A Pendent,
Recessed Pendent, and Upright
Sprinklers described herein must be
installed and maintained in compli-
ance with this document, as well as
applicable standards of the National
Fire Protection Association, in addi-
tion to the standards of any other
authorities having jurisdiction. Fail-
ure to do so may impair the integrity
of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. The installing contractor or
manufacturer should be contacted
relative to any questions.
Installation of Model A Pendent
Sprinklers in recessed escutcheons
other than the F700 will void all
sprinkler warranties, as well as pos-
sibly void the sprinkler's Approvals
and/or Listings.
The 8.0 K -Factor Model A Pendent,
Recessed Pendent, and Upright Sprin-
klers are rated for use at a maximum
service pressure of 175 psi (12,1 bar)
and they are available in the tempera-
ture ratings and finishes indicated in
Table A.
The nominal flow "0" in GPM (LPM) is
determined by the following formula:
Printed in U.S.A. 3-01 TD5260
NOTES:
1. Listed by Underwriters Laboratories, Inc.
2. Listed by Underwriters' Laboratories of Canada.
3. Approved by Factory Mutual Research Corporation.
4. Approved by Factory Mutual Research Corporation. (FM limits recessed sprinklers to light and ordinary hazards, and recessed
sprinklers used for ordinary hazards are limited to wet pipe systems or preaction systems qualifying as wet pipe systems.)
5. Approved by the Loss Prevention Council (United Kingdom).
6. Approved by the Scientific Services Laboratory (Australia).
7. Accepted by the City of New York under MEA 241-94-E.
Installed with 3/4" Model F700 Recessed Escutcheon.
150°F/66°C Maximum Ceiling Temperature.
N/A: Not Available
TABLE A, LABORATORY LISTINGS AND APPROVALS
O=K�_p
where the nominal discharge coeffi-
cient' "K" equals 8.0 (115,2) and "p"
equals the residual flowing pressure in
psi (bar).
The Frame of the Model A Sprinkler
(Ref. Figure A), is a dezincification re-
sistant bronze, and the Deflector is
brass. The Button and Compression
Screw are bronze. The Ejection Spring
is stainless steel. The Gasketed
Spring Plate consists of a beryllium
nickel disc spring that is sealed on
both its inside and outside faces with
a Teflont gasket. The standard re-
sponse Model A Sprinklers utilize a 5
mm diameter frangible bulb. Table A
indicates the bulb liquid color as a
function of temperature rating.
NOTES
Inquiries concerning the appropriate-
ness of wax or lead coated sprinklers
for a given corrosive environinent
should be submitted to the attention
of the Technical Services Department.
Wax or lead coated sprinklers are not
suitable for use in open sprinkler ap-
plications.
NOTES
Do riot install any bulb sprinkler if the
bulb is cracked or there is a loss of
liquid from the bulb. With the sprin-
kler held horizontal, a small air bub-
ble should be present. The diameter of
the air bubble is approximately 1116
inch (1,6 min) for the 135°F/57°C to
3132 inch (2.4 min) for the
360°F/182°C temperature rating.
A leak tight 314 inch NPT sprinkler
Joint should be obtained with a torque
of 10 to 20 ft. lbs. (13,4 to 26,8 Nin). A
maximum of 30 ft. lbs. (40,7 Nm) of
torque may be used to install sprin-
klers with 314 NPT connections.
Higher levels of torque may distort the
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
When art escutcheon plate is utilized,
do not attempt to make-up for insuffi-
cient escutcheon plate adjustment by
under- or over -tightening the sprin-
kler. Readjust the position of the
sprinkler fitting to suit.
The Model A Pendent and Upright
Sprinklers must be installed in ac-
cordance with the following instruc-
tions.
Step 1. Pendent sprinklers are to be
installed on the pendent position, and
upright sprinklers are to be installed in
the upright position.
Step 2. With pipe thread sealant ap-
plied to the pipe threads, hand tighten
the sprinkler into the sprinkler fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
6 Sprinkler Wrench (Ref. Figure C),
except that an 8 or 10 inch adjustable
Crescent wrench is to be used for wax
coated sprinklers. With reference to
Figure A, the W -Type 6 Sprinkler
Wrench or the Crescent wrench, as
applicable, is to be applied to the
wrench flats.
When installing wax coated sprinklers
with the adjustable Crescent wrench,
additional care needs to be exercised
to prevent damage to the wax coating
on the sprinkler wrench flats or frame
arms and, consequently, exposure of
bare metal to the corrosive environ-
ment. The jaws of the wrench should
be opened sufficiently wide to. pass
over the wrench flats without damag-
ing the wax coating. Before wrench
tightening the sprinkler, the jaws of the
wrench are to be adjusted to just con-
tact the sprinkler wrenching flanges.
After wrench tightening the sprinkler,
loosen the wrench jaws before remov-
ing the wrench.
After installation, the sprinkler wrench
flats and frame arms must be in-
spected and the wax coating re-
touched (repaired) whenever the coat-
ing has been damaged and bare metal
is exposed. The wax coating on the
wrench flats can be retouched by gen-
tly applying a heated 1/8 inch diameter
steel rod to the areas of wax that have
been damaged, to smooth it back over
areas where bare metal is exposed.
NOTES
Only retouching of the wax coating
applied to the wrench flats and frame
arms is permitted, and the retouching
is to be performed only at the time of
the initial sprinkler installation.
The steel rod should be heated only to
the point at which it can begirt to inelt
the wax, and appropriate precautions
steed to be taken, when handling the
heated rod, in order to prevent the
installer from being burned.
t DuPont Registered Trademark
SPRINKLER FINISH
TYPE
TEMPERATURE BULB
NATURAL
CHROME
POLYESTER
LEAD
CORROPROOF
CORROPROOF
RATING LIQUID
BRASS
PLATED
I
COATED
COATED
WAX
WAX OVER
COLOR
All Colors
COATED
LEAD COATED
135°F/57°C Orange
PENDENT
(G7591)
and
UPRIGHT
1. 2, 3, 5, 6, 7
1, 2
1, 2, 3
1,2
155°F/68°C Red
175°Fl79°C Yellow
200°F/93°C Green
(G7590)
286°F/141°C Blue
1,2,3
1",2"
360°F/182°C Mauve
WA
135°F/57°C Orange
RECESSED
PENDENT
(G7591)'
1, 2, 4, 6, 7
N/A
155°F/68°C Red
175°Fl79°C Yellow
200°F/93°C Green
NOTES:
1. Listed by Underwriters Laboratories, Inc.
2. Listed by Underwriters' Laboratories of Canada.
3. Approved by Factory Mutual Research Corporation.
4. Approved by Factory Mutual Research Corporation. (FM limits recessed sprinklers to light and ordinary hazards, and recessed
sprinklers used for ordinary hazards are limited to wet pipe systems or preaction systems qualifying as wet pipe systems.)
5. Approved by the Loss Prevention Council (United Kingdom).
6. Approved by the Scientific Services Laboratory (Australia).
7. Accepted by the City of New York under MEA 241-94-E.
Installed with 3/4" Model F700 Recessed Escutcheon.
150°F/66°C Maximum Ceiling Temperature.
N/A: Not Available
TABLE A, LABORATORY LISTINGS AND APPROVALS
O=K�_p
where the nominal discharge coeffi-
cient' "K" equals 8.0 (115,2) and "p"
equals the residual flowing pressure in
psi (bar).
The Frame of the Model A Sprinkler
(Ref. Figure A), is a dezincification re-
sistant bronze, and the Deflector is
brass. The Button and Compression
Screw are bronze. The Ejection Spring
is stainless steel. The Gasketed
Spring Plate consists of a beryllium
nickel disc spring that is sealed on
both its inside and outside faces with
a Teflont gasket. The standard re-
sponse Model A Sprinklers utilize a 5
mm diameter frangible bulb. Table A
indicates the bulb liquid color as a
function of temperature rating.
NOTES
Inquiries concerning the appropriate-
ness of wax or lead coated sprinklers
for a given corrosive environinent
should be submitted to the attention
of the Technical Services Department.
Wax or lead coated sprinklers are not
suitable for use in open sprinkler ap-
plications.
NOTES
Do riot install any bulb sprinkler if the
bulb is cracked or there is a loss of
liquid from the bulb. With the sprin-
kler held horizontal, a small air bub-
ble should be present. The diameter of
the air bubble is approximately 1116
inch (1,6 min) for the 135°F/57°C to
3132 inch (2.4 min) for the
360°F/182°C temperature rating.
A leak tight 314 inch NPT sprinkler
Joint should be obtained with a torque
of 10 to 20 ft. lbs. (13,4 to 26,8 Nin). A
maximum of 30 ft. lbs. (40,7 Nm) of
torque may be used to install sprin-
klers with 314 NPT connections.
Higher levels of torque may distort the
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
When art escutcheon plate is utilized,
do not attempt to make-up for insuffi-
cient escutcheon plate adjustment by
under- or over -tightening the sprin-
kler. Readjust the position of the
sprinkler fitting to suit.
The Model A Pendent and Upright
Sprinklers must be installed in ac-
cordance with the following instruc-
tions.
Step 1. Pendent sprinklers are to be
installed on the pendent position, and
upright sprinklers are to be installed in
the upright position.
Step 2. With pipe thread sealant ap-
plied to the pipe threads, hand tighten
the sprinkler into the sprinkler fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
6 Sprinkler Wrench (Ref. Figure C),
except that an 8 or 10 inch adjustable
Crescent wrench is to be used for wax
coated sprinklers. With reference to
Figure A, the W -Type 6 Sprinkler
Wrench or the Crescent wrench, as
applicable, is to be applied to the
wrench flats.
When installing wax coated sprinklers
with the adjustable Crescent wrench,
additional care needs to be exercised
to prevent damage to the wax coating
on the sprinkler wrench flats or frame
arms and, consequently, exposure of
bare metal to the corrosive environ-
ment. The jaws of the wrench should
be opened sufficiently wide to. pass
over the wrench flats without damag-
ing the wax coating. Before wrench
tightening the sprinkler, the jaws of the
wrench are to be adjusted to just con-
tact the sprinkler wrenching flanges.
After wrench tightening the sprinkler,
loosen the wrench jaws before remov-
ing the wrench.
After installation, the sprinkler wrench
flats and frame arms must be in-
spected and the wax coating re-
touched (repaired) whenever the coat-
ing has been damaged and bare metal
is exposed. The wax coating on the
wrench flats can be retouched by gen-
tly applying a heated 1/8 inch diameter
steel rod to the areas of wax that have
been damaged, to smooth it back over
areas where bare metal is exposed.
NOTES
Only retouching of the wax coating
applied to the wrench flats and frame
arms is permitted, and the retouching
is to be performed only at the time of
the initial sprinkler installation.
The steel rod should be heated only to
the point at which it can begirt to inelt
the wax, and appropriate precautions
steed to be taken, when handling the
heated rod, in order to prevent the
installer from being burned.
t DuPont Registered Trademark
FULLY RECESSED
DIMENSIONSt
Up to 1/2 inch adjustment from
minimum 1/4 Inch to maximum
3/4 Inch recessed position.
Dim. Inches MM
A-
5/8±1/8tt
15,9±3,2
B -Min.
13/16
20,6
B -Nom.
1-1/16
27,0
B -Max.
1-5/16
33,3
C -Min.
1/4
6,4
C -Max.
3/4
19,1
HIGH ADJUSTMENT
DIMENSIONS
Up to 3/4 inch adjustment from
the flush ceiling position to 3/4
inch recessed position.
Dim. Inches MM
A- 1/2±1/4tt 12,7±6,4
B -Min. 13/16 20,6
B -Nom. 1-3/16 30,2
B -Max. 1-9/16 39,7
C -Min. FLUSH —
C -Max. 3/4 19,1
2-7/8" DIA
(73,0 mm)
2-1/4" DIA.
(57,2 mm) .�
FACE OF
FITTING
1
A
L_
2b -'/
lB 2a
1 1
t For best overall appearance.
tt Remaining 1/4 inch (6,4 mm) of
adjustment can be used to compensate
for variations in sprinkler make -in and
fitting take-out.
MOUNTING
SURFACE
—I
(3,2 mm)
1- Model A Pendent Sprinkler
2- Model F700 Recessed Escutcheon
a- Mounting Plate
b- Closure
FIGURE B
MODEL A RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE MODEL F700 RECESSED ESCUTCHEON
If attempts to retouch the wax coating
with complete coverage are unsuccess-
ful, additional wax can be ordered in
the form of a wax stick (the end of
which is color coded). Only the correct
color coded wax is to be used, and
retouching of wrench flats and frame
arms is only permitted at the time of
initial sprinkler installation. With
the steel rod heated as previously de-
scribed, touch the rod to the area re-
quiring additional wax with the rod
angled downward, and then touch the
wax stick to the rod approximately
orae -half inch away from the area re-
quiring retouching. The wax will melt
and run down onto the sprinkler.
The Model A Recessed Pendent
Sprinklers must be installed in ac-
cordance with the following instruc-
tions.
Step A. Verify that the face of the
sprinkler fitting is within the proper
range of distance which can be accom-
modated by the Model F700 Recessed
Escutcheon.
For best overall appearance, use Di-
mension "A" indicated under the "Fully
Recessed Dimensions" heading of
Figure B. Otherwise, use Dimension
"A" under the "High Adjustment Di-
mensions" heading. In either case, the
remaining adjustment can be used to
compensate for the possible manufac-
turing variations in take-out of the fit-
ting, as well as in the make -in of the
sprinklers (as permitted by ANSI
131.20.1).
Step B. After installing the F700
Mounting Plate over the sprinkler
threads, hand tighten the sprinkler into
the sprinkler fitting.
Step C. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
7 Recessed Sprinkler Wrench (Ref.
Figure D). With reference to Figure A,
the W -Type 7 Recessed Sprinkler
Wrench is to be applied to the sprinkler
wrench flats.
Step D. After the ceiling has been in-
stalled or the finish coat has been ap-
plied, slide on the F700 Closure over
the Model A Sprinkler and push the
Closure over the Mounting Plate until
its flange comes in contact with the
ceiling.
WRENCH RECESS
/ (END "B" USED FOR
3/4" NPT MODELS)
FIGURE C
W -TYPE 6 SPRINKLER WRENCH
WRENCH
RECESS
Y
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE D
W -TYPE 7 RECESSED
SPRINKLER WRENCH
The Model A Sprinklers must be main-
tained and serviced in accordance
with the following instructions:
NOTES
Before closing a fire protection system
control value for maintenance work
on the fire protection system which it
controls, permission to shut down the
affected fireprotection system inust be
obtained from the proper authorities
and all personnel who may be affected
by this action must be notified.
Absence of an escutcheon, which is
used to cover a clearance hole, may
delay the time to sprinkler operation
in a fire situation.
Sprinklers which are found to be leak-
ing or exhibiting visible signs of corro-
sion must be replaced.
Automatic sprinklers must never be
shipped or stored where their tempera-
tures will exceed 100'F/38°C and they
must never be painted, plated, coated
or otherwise altered after leaving the
factory. Modified sprinklers must be
replaced. Sprinklers that have been
exposed to corrosive products of com-
bustion, but have not operated, should
be replaced if they cannot be com-
pletely cleaned by wiping the sprinkler
with a cloth or by brushing it with a soft
bristle brush.
Care must be exercised to avoid dam-
age to the sprinklers — before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed. Also, replace any sprinkler that
has a cracked bulb or that has lost
liquid from its bulb (ref. Installation
Section Note).
Frequent visual inspections are rec-
ommended to be initially performed for
wax and/or lead coated sprinklers, af-
ter the installation has been com-
pleted, to verify the long term potential
integrity of the sprinkler coatings.
Thereafter, annual inspections per
NFPA 25 should suffice; however, in-
stead of inspecting from the floor level,
a random sampling of close-up visual
inspections should be made, so as to
better determine the exact sprinkler
condition and the long term integrity of
the wax and/or lead coating, as it may
be affected by the corrosive conditions
present.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative
to any questions.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service.
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY
OR UNDER ANY OTHER LEGAL
THEORY, FOR INCIDENTAL, INDI-
RECT, SPECIAL OR CONSEQUEN-
i'wO Flow Control Tyco Fire
l Products
PSN 57- XXX -X-XXX
I TEMPERATURE
RATING
SPRINKLER
FINISH 135 1 135°F/57°C
1 1 NATURAL BRASS 1 1 155 1 155°F/68°C
4 1 WHITE POLYESTER 1 1 175 1 175°F/79'C
TYPE 1 1 9 1 CHROME PLATED 1 1 200 1 200°F/93°C
591 1 SR PENDENT 1 1 7 1 LEAD COATED 1 1 286 1 286°F/141°C
590 I SR UPRIGHT I I 6 I WAX 286 COATED I l 360 I 360°F/182°C
8 I W2MAXIMUM ER AD I
TABLE B
PRODUCT SYMBOL NUMBER SELECTION
8.0 K -FACTOR MODEL A PENDENT AND UPRIGHT SPRINKLERS
WITH 3/4 INCH NPT CONNECTIONS
TIAL DAMAGES, INCLUDING BUT
NOT LIMITED TO LABOR CHARGES,
REGARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOING WARRANTY /S
MADE IN LIEU OF ANY AND ALL
OTHER WARRANTIES EXPRESS
OR IMPLIED, INCLUDING WARRAN-
TIES OF MERCHANTABILITY AND
FITNESS FOR A PARTICULAR PUR-
POSE,
A Product Symbol Number (PSN) is
not specified when ordering sprinklers
with thread connections per ISO 7/1.
When ordering Corroproof wax coated
sprinklers, consideration should be
given to ordering Corroproof Wax
Sticks for field repairing any wax coat-
ing on the sprinkler wrenching area
that may become damaged during
sprinkler installation.
Contact your local distributor for avail-
ability.
Sprinkler Assemblies:
Specify: 8.0 K -Factor, (specify tem-
perature rating), Standard Response
Model A (specify Pendent or Upright)
Sprinkler with (specify type of finish or
coating), PSN (specify from Table B).
"Special Order"
Sprinkler Assemblies with ISO 7/1
Thread Connections:
Specify: 8.0 K -Factor, (specify tem-
perature rating), Standard Response
Model A (specify Pendent or Upright)
Sprinkler with (specify type of finish or
coating) and with thread connection
per ISO 7/1.
Recessed Escutcheon:
Specify: 3/4" (20 mm) Model F700 Re-
cessed Escutcheon with (specify fin-
ish), PSN (specify).
314" (20 mm) F700
Chrome Plated......... PSN 56-700-9-010
314° (20 mm) F700
White Color
Coated ............... PSN 56-700-4-010
Sprinkler Wrench:
Specify: W -Type 6 Sprinkler Wrench,
PSN 56-000-6-387.
Specify: W -Type 7 Sprinkler Wrench,
PSN 56-850-4-001.
Corroproof Wax Sticks:
(for retouching wrench damaged
wax coating)
Specify: (Specify color) color coded
Wax Stick for retouching (specify tem-
perature rating) temperature rated
Model A Sprinklers, PSN (specify).
Black for 135"F .. ........ PSN 56-065-1-135
Red for 155"F ............ PSN 56-065-1-155
Yellow for 175"F ......... PSN 56-065-1-175
Blue for 200"F and
286°F ......... ...... PSN 56-065-1-286
NOTES
Each wax stick is suitable for retouch-
ing up to twenty-five sprinklers.
The wax used for 286°F sprinklers is
the same as for 200°Fsprinklers, and,
therefore, the 286°F sprinkler is lim-
ited to the same maximum ceiling
temperature as the 200°F sprinkler
(i.e., 150°F).