HomeMy WebLinkAboutMIDDLE CREEK VILLAGE FIRE ALARM LEGALo
RE0O NOV 2 2004
Middle Greek at Vail
c/o Coughlin & Company
140 East 19'Avenue. Suile #7fl)
Denver, CO Et)203
November23.2fi)'l
Mr. Charlie Davb-Chief BuMhg Official
Towr of Vail
75 South Frontage Road
Vail, Colorado 81657
Fax:97U9*252,
RE: FireAlarm Fix- Middb Cred(Vilhge
Mr. Davb.
The hterft of tis letter b to pr.t h wilitg tte frnHin of lhe necessary ft for tre fre ahrm system at the
Middle Creek Mlage project As llou are aware, marry rx{i-be*<rom db do not achiane the req.dred
decibel bvd at the 'pfol,f, dre b tre lmproper aeSg of lhe fre ahm qdem.
The suitable ft b to add a device ir eacfr afiected bedoom.
Thb ft wil take place over tn nod 3 vueeks folovrirg receirt of materiab, wt**r are d.re Monday Nwember29'. The ft wil reqtie irstatalion of nelv fre ahrm wie, hdalalim of nerv da*:es, patdip oi Cym[ and
repak paintig. TtE ft vr,l mo€t lkefy take abod 7 to 8 <hp O cornpHely irstal and repa- eacfi uit.
As we irdend to move ternnb iilo trci rrib p*r b tE ft takilg pbce, the proper decbel level will be
acftieved ir eadt of fte tnits by rerrcvitg lhe bedoom door fiom ib lirges and sfiorirg the doo6 ir a
storage area on sb that b not accessltle to b nls (rre itnd b use the gaage stagirg area fur storage of
lhe doos).
llow$ewod( will be mnplished:
A member of Midde CreeKs managemed and mahfrenance stafi u,l hfom eacfi tenant, orior- to movcrilt,
about the absence of doors fofi the afiected bedoo|m and the neces$ty of tis as a req.ired ard important
lrterim safuty measre. The tersis ni be irf,ormed M trey carnd lrarg tpi ouin door" or take any
dter $eps tnt rvodd *tincd$y iryad tte fans r$s$m of sqnd trct{h tre door operiu (affindr
pivacy measres, tke lwqiB a bed slreet q beads urodd be acce@le). The brs$s rrrl be hfiormed of
the fufure work to be performed h trci uib to comdete the p€rmaneot resofulirn as outkred above. The
tenant will be hformed tnt the i/f,dde Creek mamgement team and Stnw Gorxtrudim wil wo* wih tfrem
,.
o Page2 ilovember24.2fiX
Electician, and Pahter. We abo udetsland tnt folortitg the comphte ft il $il be neoessary for lhe Fke
Deparbnent to come trough eacfi trit and verfi proper ffi le\€l and proper umrking order of tre
sll$em.
AgBin, tpm cfiec*+ and trrps of tte uit, we uil edair lhe procedre of lhe ft, and make stre the
tenant undersfards tte irnpoftance of uiry tis fu ur| be implemented. lf tp tenant does not feel
comfortable wih ou hHim resollim ild tte ircon erience of IviB troqh the implementation of fte
permaneflt fr<, rve wl contirJe b proaite |he terant horlirg h anotrrer local hotel or condomi*rm. For
tenarG wlto are prepded b rnoysi! r.tder tte dove codins, re ufl be ofierirg a rent-ababment
incenlive to compersate for tte irconvedence.
Please bt me know if you have any drer concenrs r qredirrs on tis ftr and orr resporsbfities to iL We
appreciate yorr wttgness to crealiudy addess tt sft.ralirr and are nroct grateil that many of o|r g|anb
wil soon be ade b efioytni rcw uG at l.fidde Creek
Please feel fiee to cal me on my cel ptrone d ary tfune at (303) 90!7480 if you have arry questiors,
addilional suggiedkxrs or reqtiemer*s abc.* trow re n{fi besf hande and manage tis effort.
ffi#v(L_='
Coughlin & Company
Cc: Mike McGee. Russ Fone€fi - Town of Vd
I
I
I ALL-srATE FIRE PROTECTIoN. rNC.
| 6045 8.76'n AVE. #l},Commerce City, CO 80022
Phone (303) 288-3901 * Fax (303) 288-1936
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FIRE SPRINKLER
EQUIPMENT SUBMITTAL
AND
HYDRAULIC CALCULATIONS
FOR
Middle Creek Housing Building E
Vail, CO
fvrr te VQ 4fi sf<le.{1i<y--Ie.orvh. 4eh^
VATL TIAE DEPARTM.cNI
ApProvad es Subt*itted tr -''ItPPitv*d rr l{attd E--
Tltio: , -Eate: " -' -'
Project Name:
Address:
Calculation Arca:
Hydraulic Calculations
Project hrfornration
Middlc Creek Housing Bldg E
Mountain Bcll Site
Vail CO
Rcmotc Atca#2
Date
Filc #
Index
7 t|4lO4
E40tE-2
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Occupancy Classifi cation :
Conetruction
Density:
Area of Operation:
Area per Sprir*ler:
Numbcr of Sprinklers Calculated:
Hose Allowancc
0 gpm rns,ide
100 gpm outside
Wuter Supply
Design Criteria
Light Hazard Occupancy
Combustible tr Nou Combustible
.10 Deneity sg/ft
I I 170 sq. ft.
I30 sq. fl. Max.
25 heads
Rack Sprinkler A llowance
o gpm
Sprinklcrs
Make: Globc QR Upright
Size: 7/16" K= 4.2
Temp: 200o
Static
Residual
Flow
102.0 psi
90,0 psi
1635 gpm
Calculation Summary
Total Sprinkler Waler Flow:
Flow & Pressure: (at basc ofrisor):
(at point ofconn.):
377.8 pm
377.8 gpm @ 83,9 psi
477.8 gpm @ 84,4 psi
Notes: | = fuea reduced 4Vo/o for quick response sprinklero then increased 30% lbr roof slope.
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DaEe: 07/L4/2004
ITOB TITLE: MIDDL,,E
I{ATER SUPPLY DATA
SPRINKLER SYSTE]VI HYDRAULIC A}IAIJYSIS
CREEK AFFORDAELE HOUSING BUILDING E
Page I
840lE-2. SDF1n/11"r| c s.
SOI.IRCE
NODE
TAG
s
NODE TAG
3t
40
'tr
43
44
43
46
47
48
49
50
51
52
53
54
fJ
q(
58
ft
60
51
62
63
64
OJ
66
67
<A
STATIC
PRESS.
(P8I )
102.0
ELEVATION
(FT)
11.0
11.0
19. S
10 a
12 .5
LZ .l
19. I
19.8
18. s
27 .0
21.0
27 .0
2t .0
21 .0
21.0
18. s
19-8
19. S
1C C
Lt.5
19.8
19.8
18.1
r7 .0
18.1
lo. r
18. I
18. 1
16. 5
15.5
15.5
15.5
RESID,
PRESS.
(PSI )
F',LOW AVArL. TOTAL REQ ' D@ PRESS, @ DEMAND PRESS.(GFM) (PSI) (GPM) (PSI)
90.0 1535 .0 100 . 8 411 .8 84 -4
AGGREGATE FLOW ANALYSIS:
TOTAL FIJOW AT EOURCE
TOTAI IIOSE STRE.A}4 ALLOWAI{CE AT SOUREE
OTHER HOSE STREAM ALLOWN,ICES
TOTAI DISCHARGE FROM ACTIVE SPRINKIERS
NODE ANALYSIS DAIA
soL{r i
J'*. U
51.9
13,0
'! '2 t
9.9
10.4
LZ.t
L4 ,4
Lf,. o
9.6
rn 1
'I 1 n
L2 ,4
14 .0
15.6
]-3.2
13.9
9.6
13.I
J-f , t'
9.9
l-u - l
13 .9
15.1
L6 .9
L7 .4
18.9'to o
13.8
'I 4 q
47?. g 6P14
O. O GPM
100.0 cPM
377,8 cPM
NODE TYPE
K* 4.20
K- 4,20
K= 4.20K- 4.20
K= 4.20
15.1
r:. b
L) .4
13.5
15.r
13,0
13.3
l+. D
14. {
14.8
1S.3
18. ?
1s.6
1A A
PRESSURE DISCFIARGE
( PsI ) (cPM)
R= 4.20K- 4.20K- 4.20
K= 4.20
K= 4.20
K- 4.20K- 4.20
K= 4.20K. 4.20
K= 4,20
K= 4.2oK- a,2QR. 4.20
K= 4.20K- 4.20
15 .3
15.7
1? n
tJ . {
.,'-.?
1? 1
13 .2
IJ . b
L5,'l
t6,3
K= 4.20
K= 4.20
K= a .20
t\= q. zu
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SPRINKLER SYSTEM HYDRAI'LIC ANALYSIS Page 2
84 0lE-2 . SDFDale: 0? /L4/2004
JOB TITLEI MIDDLE CREEK
NODE TAG EIJEVATION
(FT)
l5. s
16. 5
11.0
4,5
4.5
0.0
0.0
AFFORDABIJE HOUSING BUII,DING E .10/11?0 S F
NODE ?YPE PRESSURE DISCHARGE
69
70
1t
ErI
BF2
BR
UGI
s
K- 4.20
HOSE STREAI'I
sottRcE
(PSI )
18.8
20 ,9
24 .4
66.2
80.2
s3.9
44.2
84.4
(GPM)
L6,Z
t 00.0
471 .8
PF
EE
PV
ET
PE
PV
PF
FE
PV
PF
PE
PV
PF
PE
PV
EE
DE!
PV
PF
EL
PV
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SPRINKLER SYSTEM HYDRAULIC AI'IATYSISDater 07/t4/2004
JOB TITLE: MTDDLE CREEK AFFORDABLE HOUSING BUIIJDING EPIPE DATA
Page 3
84018-2. SDF
.10/1170 S F
PIPE TAG Q(CPM} DIA(IN) I,ENGTH PRESS.END ELEV. NOZ. PT DISC. VEL (I'PS) I{W (C) (FT) SUM,NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI)
, PiPe: I _1.5.1 1.049 PIJ 9.39 PF 0.737 19.8 4,2 1.3,0 15.1 5.5 120 FTG pE 0.038 19.8 4.2 L3.7 15,5 0.078 TL 9.t8 pv 0.2
Prpe:2 -30.? 1.380 PIJ 3.67 PF 0.?38 I9.8 4.2 L3.7 15.5 6.6 120 FTc T pE O.O42 19.8 0.0 14.4 o.o o.o?5 TL 9.67 pv 0.3
Pipe: 3 -L3,2 1.049 pL 9.00 pF 0.539 r2.s 4.2 g.g r3.2 4.9 l2O FTc PE 0. O40 12. 5 4 .2 10,4 13.6 0.060 ?L 9. OO pV o .2
Pipe: 4 _26.9 1.049 FIJ L: .zs pF s.640 r2.5 4.2 10,4 13.6 9.9 120 FTG 4E pE -3.241 19. I 4.2 72 .9 15. L O .223 TIr 25,25 pV 0.7
A1
,z
43
43
50
45
45
46
45
49
47
48
48
49
49
4.2
0.0
0.0
1-Z
a,z
4.2
a,,a
0.0
0.0
0.0
0.0
72 .9
14 .4
14 .4
L5.5
15 .6
15.5
9.5
10.1
10.1
11. L
t2.L
14.0
11 .8
LZ.+
12 .41a n
l4 .0
tq (
3 .62
3.52
-t ,50
7. 50
9.38
0.0
0.1
0.4
0.0
o.2
2.Q
o.0
0.5
r.!
0.0
0.5
-L,b
u.6
0.6
1.1
Pipe;5
J,v.at
Pipe; 6
av. d
18,5
Pipe: z
't9 q,
r8.5
Pipe: 8
27.0
2L,O
Fino. O
2L .0
27.O
Pipe:10
21 .0
21.0
Pipe: 11
2L.0
21.0
Pipe; 122t.o
21 ,0
Pipe: 13
2t .0
18.5
-41.815.r. 9.0
0.0
- IZ.>0.0 6,9
- tz.)0.0 4.0
0.0
- 13 . O
13 ,0 4.8
13 .3
- zo . J
13 ,3 9.8
]-4.6
-41 .0
14.5 8.8nn
- 1.4 .4
14 .4 5.4
I4 .8
-29.2r.4.8 10.8
-70.L
0.0 6.7
0.0
2.729 PL
120 FTG
0.013 TL
1.049 pIJ
120 PTG
0.059 TL
1.049 PL
120 FTC
o .217 TIJ
1.390 PL
120 FTG0.129 TLJ
1.049 PI']
120 FTG
0,071 TL
1.049 PL
r.2 0 PTO
Q,262 TL
2,067 PL
],20 FTG
0,049 TIJ
1.380 PL 5.67 PF r.6I2O FTG T PE O.O0.r34 TL t7.67 PV O.s
2,067 PL 7.25 PP 0.6
120 FTG T PE 0.60.052 TL 11.2s PV 0.3
9.38
L42
T
L4 ,42
Ls0
U, )U
r.00
T
6.00
z , Jv
'I
12.50
I Dare I o7/L4/2004
PIPE TAG
I END EIJEV. NOZ . PT DISC.
L NoDEs (FT) (K) (PSr) (cPM)
SPRINKLER SYSTEM ITYDRAULIC ANALYSIS
I JOB TITLE: MIDDLE CREEK A.FFORDABiJE HOUSING 8UII.,,DING E .10/1T70 S FPIPE DATA (cont. )
Pipe:14
18. 5
Pipe: f5
r9.8
19.8
Pipe: 16
L>.4
19.8
Pipe: L71q tr
Pipc:18
15.5
19.8
Pipe I l9
19.8
19.8
Pipe: 20
19.8
18.5
Pipe:21
18.5
L8.t
Plpe r 22
18.1
18. t
Pipe; 23
r?.0
17.0
Pipe: 24
,! 't AL, rV
18.1
Pipe: 25
IO.I
1A 1
Pipe: 26
TO,I
18. I
-r42 -70.0 7 .8
0.0
L2. I
- 2n o
L5 -7 6.5
-.LJ . U13.0 4,8
13 .4
-26 .4
13 .4 9. I
LA . Z
-4L,6
L5,2 8.9
0.0
- tz,a0.0 6.9
0.0
-zL).1
0. 0 11.8
-17.L
1? 1 a ''
0.0
- L5 ' ZL3.2 4.9
13.6
-26.813.6 1.0.0
-42,515.? 9.1
1< 1
J.O . J L1 . E
o.0
1 .049 PL 9,38
120 Frc
0.0?9 TL 9.38
1.380 PL 1.67
].20 FTG T
0.0?7 TIJ 9.67
1.049 PL 9.00
120 FTG
0.059 Tr_, 9.00
1 .049 PIJ
I.2O FTG
0.217 TL
I.3EO PL
120 FTG
0. 132 TL
2 .06'.1 PL
120 FTG
0.052 TL
2.729 PIr
120 FTG
0. 1 00 TiJ
1,380 PL
LZ U ! lL,
0.025 TL
1.049 PL
I2O FTG
0.061 T[,
1.049 PL
120 FTG
0.224 "tL
1.380 pL
1?O FTG
0, 138 TL
I,3EO PI,
120 FTG
o.252 tL
Page {
840I8-2 . SDF
TI(tlSS.
SUM.
TDCTI
pF 0.2
PE O.OPV 0,4
0.1
0,0
v -z
a1
0.0
U.-'
0.0
0.2
4.9
-1.9
0.0
u.5
0.6
0.6
0.3
1.5
0.2oa
0.4
0.0
0.1
0.5
0.0
3.t
-0.5
L.Z
0.5
t.o
0.0
1a
Q(GPM) DIA(IN) LENGTH
vBr_, (FPS) HW (C) (Fr)
F,L. /FT
2.729 PIJ
120 FTG
o,o47 TL
3 -62
3.62
PE
PV
PE
PV
rE
PV
PF
PE
PV
PF
PV
l.F
PE
PV
EE
EE
PV
PF
Ed
PF
EE
PV
DF
PE
PF
PE
PV
Prf
PV
t
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t
s0
52
52
55
53
54
54
55
56
56
3',l
5T
64
58
bl
59
60
OU
61
62
62
53
0.0
0.0
4.2
4.2
4.2
0.0
4,2
4.2
4,2
4.2
t.z
0.0
0.0
0.0
0.0
0.0
4.2
0.0
4.2
a,z
?,4
0.0
1E <
r>.6
13 .2
13.9
13.9
14 .7
9.5
10. r
10.r.
13.1
13.1
14.7
L4 .'t
15.8
ro,l
lb .:,
9.9
10.5
10,5
L-5 -:t
t3 .9
15.9
14 .50
4E
22.50
5 .67
T
11.67
L, Za
'.1'
11 .25
4 .75
14.55
I .42
T
14 .42
9.00
9.00
t. f,u
4E
17.50
8.50
8.50
1 ,00
T
7. 00
I Dare 3 o7/L4/zoo4 SPRINISJER SYSTEM HYDRAULIC A}']A]..YSIS
PF
PE
PV
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JoB TrrLE: MTDDLE CR.EEK AFFORDABLE IIousrNG BUTLDTNG E .10/1170 s FPIPE DATA (cont,. )
PIPE TAG Q(CPM) DIA(IN) LENGTH PRESS.END EIJEV. NOZ, PT DISC, VEI., (FPS) HW (C) (FT) SUM.NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI)
. PiPer 2? -?5.9 2.067 pt 0.54 pF 0.g63 1S.1 0.0 15.9 0.0 7.3 120 FTc T pE 0,064 18.1 0.0 L7,4 0.0 0.055 TL 10_54 pV 0.4
64
7t
65
66
o9
70
o,
ott
f,R
AA
69
70
7l
Pipe:
Pipe:1l
35
Pipc;
35
35
9i na.
35
BF1
Pipe:
EEZ
EIET 1
pipe:
BF2
BR
Pipe: 28
r8. I
I1.0
Pipe; 29
16.5
16.5
Pipe r 3o
16.5
16. 5
Pipe | 31
J,5. 5
15.5
Pipe; 32
15. s
16.s
Pipe: 33
t6,5
16.5
-29t ,00.0 15.0
0.0
-18.3
18 .3 5 .8
18. ?
-37,01S.? 7.9
-15.6
r.5.6 5. S
16 .0
-31.6
16.0 7L.7
18.2
-4 9.8
rB .2 t0 .7
0.0
-85.80.0 8.3
0,o
2.729 PLJ
120 FTG
0.175 TIJ
1.049 PL,,
120 FTG
0.110 TL
1.380 PL
120 FTG
0.107 TIJ
1.049 PIJ
120 FTG
0.082 TL
1.049 PIJ
120 FTG
0 .303 TIJ
1.380 PL
1.20 FTG
0.185 TL
2.067 PIJ
120 F"TG
0.072 TL
LZ, bZ
E
22.42
9.38
9.38
3 .67
T
9 .67
9.00
9.00
1t .50
2E
15.50
5 .67
T
11.57
s.50
r.5 .50
Page 5
8401E- 2 . SDF
?o
3.1
1.1
1.0
0.0
0.3
r.o
0.0
0.4
0.7
0.2
4.7
-0.4
0.9
2-2
0.0
0.8
1.1
2.4
0.5
9.5
0.0
2,9
t7 .9
2.9
DF 1I 4
PE 2,8PV 2.9
34
16.5
11.0
35tL,0
11 n
36
11 n
11.0
37
11.0
4.5
38
4.5
4.5
39
4.5
0.5
0,0nrl
4.2
4.2
4.2
0.0
4.2
4.2
.a.z
4.2
4.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
24 .4
18. 9
1q c
19,9
20.9
13-8
14 .5
14,5
18.8
18.8
20 ,9
20. 9
24.4
24 .4
34.0
l4l .0
ql 0
sl,9
66.2
80.2
oo. z
80 ,2
83.9
1.9
1.7
2,9
PE
PV
PF
PE
PV
Etr
PV
PF
PE
PF
DE!
PV
DF
PE
PV
PF
PE
PV
-3?7 .8 2,729 PL 1.4.00 PF0,0 20.7 120 FTG T PE0.0 0 .284 TL 33 .50 Pv
-171 .8 2,729 PL 43.420.0 20.7 120 FTc 2E0.0 0.284 tL 63.02
-377 -8 2.729 PIJ 6.500.0 20.7 120 FTG ECG0.0 0.284 TL 40 ,?o
FIXED PRESSURE IJOSS DEVICEo.0 14. 0 pei , 317, 8 gpm
0.0
- 377 .8 2 ,729 PL 5 .t? PF0.0 20.7 120 FTC c FE0.0 0.284 ?L 6.71 PV
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS page F
DaEe r 07 /14/2004 e4oig-2. SDFJOB TITLE; MIDDLE CREEK AFFoR,DASLE HoUSING BUIIJDTNG E .10/1170 s FPIPE DA?A (cont, )
PIPE TAGEND EI.,EV.NODES (FT)
Pipe | 40BR 0.5uG1 0.0
Prpe: 41ucl 0 .0s o,o
NOTES:
Q (GPM) DlA (IN) IJENGTH PRESS,NOZ. PT DISC. VEIJ(FPs) HI^I(c) (FT) sUM.(K) (PSr ) (CPM) P .t,. /FT (PSr )
-377 .8 8.38s PL 60 .00 PF 0. 10.0 83.9 0.0 2.2 1.40 FTG ETc PE O.2H.s. 84.2 100,0 0,001 TLr L56,40 pv o.o
-477 .e 8.385 PL 5s,00 PF o,2H.S. 84.2 t00.0 2.s 140 FTc Tc PE O.oSRCE 84.4 (N/A) 0.001 TIJ 121.00 pV 0,1
EquivalenE FitElng Lengrhs
(1) calculatione were perforned by the HAgs 6.9.0 conpuEer programunder license no. 50040231 granred by
HRS SysE.emB/ fnc.
4792 LaVieta RoadTucker, cA 30084
(2) The pysEem has been balanced to provide an averageimbalance at each node of 0.002 gpm and a maximuilimbalance at, any node of 0.079 gpm.
(3) Velocity prcgEurea are printed for lnf ormatr.on onl,y, and arenot, used in balancing Ehe aystem. Maximum hrater vilocityis 20.7 fE/Eec aE ptpe 39,
(4) PIPE FITTINGS TABLE
Pipe Table Namc: ALJLSTATE.PIP
PACE: A PIATERIALT S40 !tWC:120
-r- 1.049l"
AY z ]-38o /'//. T 2.067 l,:
DiameEer(in) E
PAGEI D
DlameE.er(in)
8 .385
PAGE: N
Diameter
811 Tee LngEll Chkvlv
2 .00 s. o0 2 .00 5.00
3 . 00 5.00 2. 00 7,00
s. 00 10. o0 3.00 11 .00
MATERIAI-,: DIRON HwCr 140Equivalent FrtBing LengtheETLCB811 Tee LngEll Chkvlv BfyVlv
30.40 59.20 22,00 76.I0 20.30
MATERIAL: HD FLW HwC: 120EguivSlent Firring t,engthsETLcEEIl Tee 45$*D
B
BfyVlv
5.00
6 .00
6.00
in FeeE
GatVlv
1.00
1.00
in Feet
GAEVl1/
5.80
in Feet
G
6LJ
ALrnChk DPVI v
10.00 L0.0010.00 10.0010.00 10. 00
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Dare: 01 /t4/zOO4JOB TITLE I MIDDL,E
,
SPRINKIJER SYSTEM I{YDRAULIC AI{ALYSIS
CREEK AFFORDABLE HOUSING BUILDINC E
Page ?
84018-2. SDF.10/11?0 S F
2.729 9.80 19.50 4.90 2z.ao 11.{O 1.50 0.00 0.00
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.>
5
U
R
(
P
sI
)
72+
63+
5{ +
45+
36+
27+
rtt+
9+
Date: 01 /74/2004
JOB TITLE: MIDDLE
WATER SUPPLY CURVE
SPRINKLER SYSTEM
CREEK AFFORDASI.JE
HYDRAULIC AJ.IALYSIS
HOUSING BUII.,DINC E
Page I
84018-2. SDF.10/11?0 S F
108+
I
I*\\\\o\\\
99+\\\\\\\\\
\\\\\\\\\
\\\\\\\\\
\\\\\\\\\90.0 pei @ 1635 gpm-> r
Flow Teet point
90+
6J-+
x
|l
0 = Available Water Supply ,l
100.71 psi @ 477.8 gpm
LEGEI.ID
X-= Reguired Water Supply
>84.41 pei o az1.B gpn-
tb.ez FI,,,OW (GPM)
Hydraulic Calculations
Project In forn'ration'
Middle Creek Housing Bldg E
Mountain Bcll Site
VallCO
Rcmotc Arca #l
Project Narne:
Address:
Calculation Area:
Date 7/I4lU
Filc # 84018-l
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Occupancy Classifi cation:
Conshucrion
Dcnsity:
Area of Opaarion:
Areo per Sprinkler:
Numbcr of Sprinklers Calculated:
Hosc Allowancc
0 gpm inside
100 gpm outsidc
Water Supply
Sratic 102.0psi
Rcsidual 90.0 psiFlow 1635 gprn
Design Criteria
Litht Hazaxd Occupancy
Combuetible !Non Combustiblc
.l0 Dcnsity sq/ft
+1170 sq. ff.
130 sq. fl. Max.
14 heads
Rack Sprinkler Allowanceopm
Sprinklcrs
Make: Globe QR Upright
Size: 7/16" K= 4.2
Ternp: 200o
Total Sprinklor Watcr Flow:
Flow & Pressure; (at basc ofriser):
(at point ofconn.):
Calculation Surnmary
287.3 pm @ 81.7 psi
387.3 gpm @ 82.I psi
Notcs: r = Area rcduccd 40olo for quick respon$e sprinklers Ocn increased 30% for roofslope.
sl.'ll',..,"''=i
dr#
I Dare , o7/L4/2004
SPRINICLER SYSTEM I{YDRAI'I,IE ATALYSIS Page 1
8401E-1.SDF
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.]OB TITI,,E: MIDDIJE CREEK AFFORDABIJE T{oUSING BUTLDING E .10/1500 s PWATER SUPPIJY DATA
s 102.0 90.0 1535.0 r1L.2
AGGREGATE FLOW ANALYSIS :
TOTAL FL,OW AT SOURCE
TOTAL HOSE STREA!,I AI,LOVIANCE AT SOURCE
OTHER I{OSE STREAIiI ALLOT{ANEES
TOTAIJ DISEHARGE FROM ACTIVE SPRINKLERS
NODS A.NALYSIS DATA
SOURCE
NODE
I A\'
NODB TAG
1
2
J
4
5
I
v
10
11
t2
13
1<
77
19
20
al
22
t?
A
B
24
25
26
28
29
JU3l
STATIC RESID.PRESS. PREgS.(PsI) (PsI)
ELEVATION
(FT)
20.7
20 .7
20 ,7
20 .7
20.0
25,0
25. 0
25.0
25. 0
20.o
27.4
2l .4
2r -4
2L .4
20 .o
11 n
15. s
1.t at
15. 5
11.0
L9,2
L9,2
22.2
22.2
.ll, v
l1 n
].9.2
19.2
1r.0
15.5
11 ''
NODE TYPE
K- 4.20
K- 4,20
K= 4.20
FITOW AVAIL, TOT^AL REQ'D@ PRESS. @ DEMAND PRESS.(cPr{) (PSr ) (cPM) (PSr)
387.3 62. L
387,3 GPM
O. O GPM
100.0 cPM
287,3 GPM
K= 4.20
K= 4.20
K= 4.20
K= 4.20
K= 4 .20
K= 4.20
K= 4.20K- 4.20
18.8
19 .4
20 .5
L9 .7
20 .4
zr.J
21 ,0
2L,2
PRESSURE
(PS1)
22.2
23 .5
26.3
28,L
5V - Z
20,o
2L ,3
23 .8
2a .1
30.3
zz , L
23.3
26,2
28.0
30,5
35.9
24 .9
25 .4
25.3
30 .4
38.3
2L .9
23 -5
33.7
33.7
3e.5
38.4
J5.l
J5.I
38.7
37 .3
39.0
37.3
?? 1
DISCHARGE
(GPM)
19.8
20 .4
2L .6
K= 4 .20 23.2
K= 4.20
K= 4.20
19.6
20,4
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32
33
34
35
35
BF1
BF2
BR
UGl
5
SPRINKLER SYSTEM I{YDRAULIC ANALYSIS page 29l!.1 o7/L4/2004 s4otE-1.sDFJOB TITLE: MIDDLE CREEK AFFORDABLF HOUSING BUTLDINC E .10/iiOO-S-T'--'NODE TAG ELEVATION NODE TYPE PRESSURE DTSC}ARGE(Fr) (psr) - -idpul
11.0
1,1.0
11.0
ll. v
11.0
4.5
4.5
0.5
0.0
0.0
HOSE STREAM
80uRcE
39.3
39.3
39. 9
44 .2
55.0
54.8
78.8
8t.7
82. 082.I 100. 0
387.3
I Date; 07 / t4/zoo4 SPRINKI-JER SYSTEM HYDRAULIC ANAIJYSIS Page 3
8401E- 1 . SDF
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JOB TITLE; MIDDI.JE CREEK AFFORDABLE HOUSING BUILDING E .10/I5OO S FPIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.gND ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.NODES (FT) (K) (PSI) (GPM) F,L. /?T (PSI)
Piper I -Ig.g 1.049 pI, 11.33 pF I.4L 20 .7 4 .2 22.2 19.8 7 ,3 120 FTG PE 0.02 20.7 4.2 23,6 20.4 o,L2-7 tL 11.33 pv 0.4
pipe: 2 _40,2 t_.049 pL 4,50 pF 4.s2 20.1 4.2 23.6 20.4 L4.g l2o FTG T pE 0. o4 2Q,7 0.0 28 .r 0.0 o .473 TL 9. 50 pv L. s
- Pipe: 3 -2I .6 1.049 pL d. 83 pF t .83 2Q,t 4.2 26.3 2L.5 8.0 120 FTG T pE 0.04 20.7 0.0 28,t o.o 0.149 ?L 11.83 PV 0.4
pipe:4 _6L.7 1.380 pIJ 0.67 pF 1.s4 20 .'t 0.0 28.l. 0,0 73 .2 120 FTc T pE o.35 20.0 0.0 30.2 0.0 0.275 TL 6.67 pv r-2
_ Pipe: 5 -6L.7 2,729 pL 8.67 pF o.t5 20.0 0.0 30 .2 0. o 3 .4 120 FTc PE 0.0L0 20.0 0.0 30.3 o.o 0.010 TL 8.67 pv 0.1
pipe: 5 _18.8 1.049 pL r.1.33 pF I.j6 25.0 4.2 2o,o 18.8 7.O 12o FTG pE o.o7 25.0 4.2 21 .3 19.4 0.L1.6 TL 1r.33 pv 0.3
Pipe: 7 -38.2 1,.049 pL 4.so pF 4.17 2s.o 4.2 21.3 19.4 L4.2 120 FTG T pE o.o9 25.0 0.0 25.4 0.0 0.430 Ti, 9.50 pv 1.4
. Pj.pe: I -20.5 1,049 pL 6.93 pF 1.68 25.0 4.2 23 -8 20.5 1 .6 120 FTG T pE 0, 09 25.0 0.0 25.4 o.O 0.136 TL, 11 .83 pV 0.4
Pipe: 9 -sl.-t 1,3g0 plr 5. O0 pF 2.ge 25,0 0-0 25-4 o.o 12.6 120 FTG T PE 2,210 20,0 0.0 30.3 0.0 0.250 TL rt,oo pv 1.1
Pipe: l0 _120.4 2,729 PL 8.67 PF 0.310 20.0 0.0 30.3 o.o 6.6 120 FTc pE o.o15 20.0 0.0 30.6 o.o 0.034 TIJ 8.67 pV 0.3
PiPe:11 -lg.i r.049 pL 11,33 pF I.411 2t,4 4 ,2 22.1, 79 .1 7 .3 120 FTc PE O. O12 2r.4 4 ,2 23 .5 20 ,4 o .:-27 TL 11 .33 pV 0.4
pipc:12 ,40.1 1.049 pL 4.s0 pF 4.SL2 2l .4 4 -2 23 .5 20 .a 14 . 9 t-20 FTG T pE 0.014 2L.4 0. 0 2s .o o. o 0.471 TL 9.50 pv 1.5
- Pipe: 13 -21.5 1,049 pIJ 6.e3 pF l,e13 21 .4 4 .2 26 .2 2L.5 8.0 L2o FTc T pE O . O14 2l .4 0,0 28 , 0 o. o 0. r49 TL 11.83 pV 0 .4
PF
PE
PV
PF
PE
PV
EE
PE
PV
PF
EE
fv
PF
PE
PV
PF
PE
PF
PE
PV
Fb
PV
PF
PE
PV
PP
PE
PV
c
A
B
B
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SPRINKI.,ER SYSTEM HYDRAULIC AT.IALYSISDa!€; 07 /t4/2004
JOB TITLE: MIDDLE CREEK AFFORDABLE HOUSING BUILDING EPIPE DATA (cont.)
Page 4
84018-1, SDF.10/1500 s F
PIPE TAG Q(GPM) DIA(IN) LENGTIT PRESS.END EIJEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM,NODES (FT) (K) (PSI) (GPM) F.L, /FT (PSI)
. Pipe: 14 -6t.6 1.380 pL t.42 pF 2.O14 2L.4 o.O 28.0 0.0 13.2 120 FTG T pE 0.515 20.0 o.o 30.6 o.o 0,274TL 7,42 PV 1,2
Pipe: 15 -182. o 2.729 pIJ 13.1215 20 .o 0.0 10.6 o. o 10. 0 120 FTc 2E15 11.0 0.0 35.9 o.o 0.073 TL 32.72
_ Pipe: 15 -IB2 . O 2 .7Zg plt j_L .Lz16 11.0 0.0 36.9 0.0 10.0 120 FTc ET34 11.0 0.0 39.9 o. o 0.073 TL 40.42
Pipe: 17 -21,0 1.049 pIJ 3.Izt7 15.5 4,2 24,9 21.0 7,8 tzo FTGl.9 15.5 0.0 25.3 o.O o.t42TL t.rz
2,4
3.9
0.0
i1
PF 0,4PE O,OPV 0,4
Pipe: 1818 rL.1 4.2 25.4 2I .2L9 15.5 0.0 25.3 o.o
-21 .2 1,049 PL 5.58 PF7,9 120 FTG T PE
0 . 145 TL 10 .58 PV
4.2
4.2
0.0
0.0
q,z
4.2
4.2
0.0
0.0
o,0
0.0
0.0
0.0
25.3
30 .4
30.4
38.3
38 .3
JO.{
zr.t
a5,)
zJ .5
38,4
38 ,4
38.5
33 .7
33 .7
33.7
38 -5
9 .88
1.l qn
ET
1 9.50
9.00
9.00
13 .00
r3.00
15 .25
2ET
24 .2s
4 .77
4.L7
13.00
9.88
13,00
1?.0s
1E L
26,O8
1,5
-1.6
0.4
5.1
0,o
4,C)
6.0
1.. 9
1.3
0.r.
1.5nn
0.4
II.'A
3.5
1.5
0.0
0.0
0.0
0.0
rl .9
0.0
l9
2L
.L
z+
22
55
23
24
P j.pe : l9
1R C
15.5
Plpe: 20
1.5.5
11.0
Pipe: 21
11.0
11 .0
Pipel 22
t9 .2
19.2
Pipe I 23
L9.2
t1 n
Pipe: 24
11,0
1.1.0
Pipc; 25
22.,2
az , z
PLpe: 26
22,2
11.0
-42.I0.0 15.5
23.2
23.2 14.0
0.0
-6s.30.0 3,6
0.0
-19.5
rt.g t,J
20 ,4
-40.0
av,l la. E
0.0
-10s.3
0.0 5.8
1.049 PL
].20 FTG
0.5L6 TI_,
1.380 PL
120 FTG
0.305 TL
2.729 Pt)
120 FTG
0.011 TL
1.049 PIJ
],2 0 FTG
0. 125 TLJ
1..049 PL
120 PTG
o .469 TI)
a, lZ> Yl)
120 FTG
o.021 TrJ
0.0 1.049 PIJ
0. 0 120 FTG
0.000 ?L
0.0 1.049 PL0.0 120 FTG
0 .000 Ttr
0.0
0.0
0.0
0.o
I Dale I o7/r4/zoo4
SPRINISJER SYSTEM HYDRAI'LIC A}IALYSIS Page 5
84018-1. SDF
JOB TITLET MTDDLE CREEK AFFORDABLE HOUSING BUILDING E .10/1500 S FI prpE DATA (conr.)
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PIPE TAG
END
NODES
Prpe I
ELEV,
(FT)
27
.tl. u
11. 0
28
79.2
19 ,2
29
L9 ,2
11.0
30
11,011 n
31"
J-t. f
15.5
32
LL. I
J-5. f
33
15 .5
15.5
34
15.5
11.0
25
26
zo
33
28
JU
29
JU
1n
31
32
32
33
33
34
u.u
0.0
0.0
0.0
0.0
Pipe I
Pipe r
Plpe:
Pipe:
Pipe:
Pipe r
Pipe:
Pipe: 35
38.5
38, ?
35.1
2q I
J5,I
38.7
38. ?
39,3
37.3
37.3
39.0
37 .3
37.3
37 .3
37 .3
39.3
39.3
39.3
39.3
39.9
39.9
44.2
44 ,2
55.0
55. 0
54.8
0,0
0,0
0.0
0.0
0.0
0.0
NOZ. PT(K) (PSr )
PRESS.
SUM.(psr)
PF 0.1
DE' N N
FV 0.2
PF O.O
PE O.O
PV 0.0
PF O.OPE 3,5PV o.o
rE u.b
PE O.O
PV O.2
PF O.OPE O.OPV 0.0
PF O.O
PE -1.6PV 0.0
PF O.O
PE O.OPV O,O
PF O.OPE 1.9
PV O.O
PF O.OPE O.OPV O.O
PF 0.6PE O.O
PV O.2
PF 4.3PE O.O
PV L.7
PF 10. IPE O.OPV !.'.l
PP 7.0PE 2.9PV L,1
F.L. /FT
2.729 Pr.,
120 FTG
0.o21 TL
'I O4g pT,
]20 FTG
0.000 TL
1 . 0.19 PIJ
].20 FTG
0.000 rL
2 .?29 PI,
r2O FTG
0 .027 TL
I ,049 PL
120 FTG
0.000 TL
L,049 PIr
120 FTG
0.000 TIJ
1 .049 PIJ
I2O F?G
0.000 TIJ
1,380 PL
120 FTG
0.000 TL
2.729 PL
120 FTO
0 .000 TIJ
2.729 PL
120 FTG
0.021 TL
2 .'t29 PIJ
120 FTG
0 .171 TL
2.'12.9 PL
12 O F'TG
0,171 TL
2.129 PIr
].20 FTG
O,1?1 TIJ
Q(GPM} DIA(IN) LENGTHDrsc. vErr (FPS) HW (c) (FT)
(GPM)
-l_uf . J0.0 5.8
0,00.0 0.0
0.0
0.00.0 0.0
0.0
-L05.30.0 5.8
0.0
4 .83
4,83
IJ . UU
13.00
12.00
ET
19.00
J . Z>
T
zz . t 5
3.72I
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0,0
lln
0.0
0.0
0.0
0.0
0.0
JJ
J5
D,i na .--Ftr
35
36
Pir-!o.
36
BFl
Pipe:
Pipe:
11.0
36
11,0
3t
11 n
Ll.0
JU
1r. .0
11 .0
39
11.0
4.E
0.0
0.0
nn
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
9 ,88
r0 .50
E!'n
19.50
5.75
T
z) , ta
3 .42
T
zz . >z
25 ,42
25 .42
43 .42
2E
63,02
6,50
ECG
40.70
3.12
5.58
T
10 .58
9.88v.v0.0 0.0
fio
0.0 0.0
0,0
0.00.0 0.0
0.0
-105.30.0 s.8
0.0
-287,30.0 15.8
0.0
-297 .30.o 15.8
0.0
- zat t . 5
0.0 15.8
0.0
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SPRINKLER SYSTEI,| HYDRAUIJIC ANALYSISDate r 07 /14/2004
JOB TITLET MIDDI,E CREEK AFFORDABIJE HousING BUIIJDINGPfPE DATA (cont. )
PJPE TAGEND ELEV. NOZ. PT DISE.NODES (FT) (K) (PSI) (GPM)
Pipe r 40BF2 4.5 0.0 18 -8 o. oBFl 4.5 o. o 64.8 0.0
Q(GPM) DIA(IN) LENGTH PRESS,
VEIJ ( FPs ) Hl{ (c) ( Fr) sUM .F.1,./r,t (PSI)
FIXED PRESSURE LOSS DEVICE14.0 pei, 297.3 gpm
Page 5
8401E-1.SDFE .Lol1500 s F
PF L,2PE L.7PV L,7
PF 0.1.PE 0,2PV 0,0
PF 0,1PE O.O
PV 0.0
in PeetGADGatvlv AlmChk DpVlv
1,00 10.00 10.001.,00 10.00 10.00
in FeeE
GaEVlv
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I
Pipe: 41. -ZA7 ,J Z.7Zg pIJ 5. ]7BF2 4.5 0, o 78,8 o. o 15.8 120 FTO cBR 0.5 0 .0 81.7 o . o 0.1?1 TL 6.77
Pipe: 42 -287.3 g.385 pIJ 60-00BR 0,5 0.0 8L,1 o.o 1.7 L4o FTC ETcucl 0.0 H.s, e2.o 100.0 0.001 TL 155.40
- Pipe: 43 _381 .i 8.385 pIJ SS.OOuGI 0-0 H.S. 82.0 100.0 2.3 14o FTG rGs 0.0 sRcE 82 . L (N/A) o . oo1 TrJ 121 . 0o
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NOTES:(1) calculationg were performed by r,he HAss g.9,0 eompu.er programunder licenee no. SOO+OZg1 iranted by
HRS Syetema. fnc.
4792 LaVLeta RoadTucker, GA 30084
(2) The systen has been balanced Eo provide an averaseimbalanee at each node of 0.002 ipm and - ,"*i."iimbalance at any node of 0.080 gpm.
(3) vclociEy preeeureg
_
are printed for informalion onry, and arenoc used in balancing the syegem. Maximum water viioeityls 15.8 tE/aec at, plpe 4r.
(4) PIPE FTTTINGS TABI,E
Pipe Table Name: ALLSTATE.plp
PAGE: A I'IATERIAL: S40 HWC: 120Diameter Equivalent Firring Lengths(in) ETIJCB
Et1 Tee LngEJ.l chkvlv BtyVIv
r.049 2.00 5.00 2.OO 5.00 6.OOr,380 3,00 6.oo 2.OO 7.00 5.00
PAGE: D MATERIAL: DIRON H!{C: 140Diameter Equivalent Fiteing Lengths(in)ETLcB
EII Tee r.,ngEll ChkVlv BfyVlv
I spRrNKr,.ER sysrEM HyDRAuLrc Al{Atysrs page TI Dare: o7/L4/20o4 84orE-1.sDF
JOB TITLE: MIDDLE CREEK AFFORDABI,E 1IOUSING BUILDING E .10,/1500 S F
8.385 30.40 59,20 22.00 76.L0 ?0.30 5.80
PAGE r N MATERIAIJ: ED FL,L| llWC r t20Dlametcr nguivElent Fictlng L,engths in Feet(in)ETLcBGAD
Ei.l Tee 4EttD
2,729 9.80 19.50 4.90 22.50 11,40 1.60 0.00 0.00
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90+
8l+
72+
53r
64+
45+
35+
18+
9+
Dar,e: 0i / 14 /2004
.]OB TITLE: MIDDLE
WATER SUPPIJY CURVE
SPRINKTER SYSTEM
CREEK AFFORDABLE
HYDRAULIC ANALYSIS
HOUSING BUILDING E
Page I
8401E-1.SDF
.10/1s00 s F
I08+
I
I*\\0\\\\\
99+\\ \\\\\\\
\\\\\\\\\
\\\\\\\\\
\\\\\\\\\90.0 psi O 1535 gpm-> *
Flow Test Point
IJEGEND
X = Feguir€d Wat.er Supply ,,
8?,10 pBi O 3B?.3 gpm
;:
0 = AvailabLe Water Supply ,'
101.16 psi @ 3B?.3 gpm-
:;
0++-+- - t +- - r-+- - - - - -+- - +- -- - t, , -+ ! r _+_ __ _ _ _ _ _ - __+
4 00 600 800 1000 LzoO 1400 1600 1800 2ooo
FL,OW (cPM)
lq,ot {1K
ra
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LOBE
FTfrT SPN|JVI{I,Efi
CORPOSAT'ON
D r sc n t pt.r o I' .4\' D O pe nan o x
The Globe Quick Response GL Series Sprinkler is a low profile yer
durable design which utilizes a 3mm frangible glass ampule as the
therrnosensirive element. This provides sprinkler operation approxi-
mately srx times faster than ordinary sprinl<lers. While the Quicl<
Response Sprinkler provides an aeschetically pleasing appearance, ir can
be insralled wherever srandard spray sprinl<lers are specified but offers
the additional learure of grearly increased safety ro life. Quick Response
Sprinklers shou ld be used advisedly and under the direcrion ofapproving
author'rcies having lurrsdrction.
The iieart of Globe's GL Series sprinl<ler proven actuaring assenrbly
is a hermetically sealed frangible glass ampule rhar conrains a precisely
nreasured anrount of fluid. When heat is absorbed, the liquid within the
bulb expands increasirrg the internal pressure. At the prescribed
lenlperarure the internal pressure within the ampule exceeds the
scrength of the glass causrng che glass ro shaccer. Tl-ris results in water
discharge which is distributed in an approved parrern depending upon the
deflector stylc used.
7'Et.tt,vtc.tL DAT.,I
" See reverse side for Approvals and Specificarions.
t,Tcrnperarure Ratings - 135'F {57"C), 155'F (68"C), 175'F (79"C),
200'F (93'C), 286'F (t4 t.C).
$ \ /arer Working Pressurc Racing - | 75 psi (l 2 Bars).
e Factory tested hydrostarically ro 500 psi (34 Bars).
* Maximum low tenrperacule glass bulb racing is -67'F (-55"C).
+ Frame - bronze q Deflector - brass * Screw - brass
- Bulb seat - copper " Spring - nickel alloy * Seal - teflon
s Bulb - glass with alcohol based solurion, 3mm size.
e Escutcheon Assernbly - steel
" s P R I\' KL E R'I- E M P E R.4TLI R E k4TI NG/CL.A ss IF IC AT I o iv a il d co L o R (' o DING
4077 AIRPARK DRIVE. STANDISH, MICHIGAN 48658
OCTOBER 2OO3
989-846-4583 . FAX 989-846-923 |
Qt;tt'N II t:spoxsn
Aurou,trlc SaRINKLERS
GL Snnrcs
RncnssTD PENDENT
R nc nssnD H o RrzoNTA L S msw,ttr
SUICK RESPONSE
RECESSED PENDENT
QUICK RESPONSE
RECESSED
HORIZONTAL SIDEWALL
BULLETIN GL28OI, REV. #4
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Rncnsssn Pnxonxr
/lrcEss e n H onrzor,t ret S m nwALL
NOTE i'1FTRIC
'ONVTRS]ON5
ARE APPROXIMATE.
gft:rr"n ffr:.ri,rl,15t;
Aurovartc Spruxxtnns
GL Snruns
'HORTZOT'JTAL srDE\1,ALL iS 2 9i t6gFINISH€S AVAITABLE ON SPICIAT ORDER
+AVAILAELE A5 CULU! LISTED CORROSION RESISTANT
\^/IIEN SPECIFIED ON ORDER,
Cnoss S.g'cruo,l,'s
\HORIZONTAL SIDIWALL cL-]Lus L|SIED FOR D€ILECTOR 4'TO l?. BILOW THE CEIL|NG.
i5 6K ORtFtCE. 7 8K ORIFICE AND 8.1K ORIFICE LISTED FOR ALt HAZARDS.| 7.8K X t/2' NPT.
1n286" F cUL!, LISTED ONLY.
it i,7" RFCiSSED ESCUTCHFONS ARF RTQUtRED FOR FM APPROV€D SpRTNKLERS
Onnsnrivc lxponm.trrcx
SPECIFY
'Quantity . Model Number . Style
'Orifice . Thread Sizes . Tenrperature
. Finishes desired
. Quantity - Recessed Wrenclres - P/N 32539 | ( l/2"); P/N
325401. Rev. F (1.O.)
. Quanriry - Protective Caps , P/N 127 l09,CAP (Friction
Fir Recessed)
G t o s n' P no D (r c r W,q n nqlry
Globe agrees to repair or replace any of its own
I manufactured products found to be defecdve in marerial or
]_.," worknlanship for a period of one year from date of shipmenc.
For specifrc details of our warranty please refer to Price
Lisr Terms and Conditions of Sale (Our Price List).
4077 AIRPARK DRIVE. STANDISH, MICHIGAN 48658
@.-LoBEsst FtFEspnfNxt€R
-7 CORttoRATtOiV
HORIZONTAL
SIDEWALL
989-846-4583
t,800-248-0278
PRINTED U,S,A.
FAX 989-845-923 |
www.globesp rinkler.com
BULLETIN GL28O I , REV, #4
Speuprc,trloNs
NOMINAL "K" FACTOR THREAD SIZE .I.LENGTH FINISHES
2.8 (39 metric)
4.2 (59 metric)
5.6 (80 metric)
7.8 (lllmetric)
8.1 (l16 metric)
I/2" NPT
I /2" NPT
I /2" NPT
I/2" NPT
3/4" NPT
7 U4" (5.7 cm\
2 ll4" (5.7 cm)
2 l/4" (5.7 cm)
2 | 14" (5.7 cm)
2 7l | 6" (6.2 cm)
Factory Bronze
#Satin Chrome
Bright Chrome
White Polyester+
Black Polyester+
*Lead Coated
APPROVALS
STYLE stN
MODEL
K
FACTOR
t35'F
57"C
t55.F
68'C
| 75"F
19'C
200'F
93'C
*r286"F
l4 t"c
I
cULus ii FM L.P.C.NYC - DOB
l.lEA l0l-92-E
PENDENT \
G1280 |
G1420 |
lcrseor
GL8r0 |
GL8 t06
28
4.2
5.6
7.8*
8.1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
x
X
X
HORIZONTAL
STDEWALL RECESSED $
G12826
GL4226
G15626
GLgt77
2.8
4.7
5.6
8.1
x
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ocToBER 2003
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LOB.E-
Q t-, t t; tt Jl*''st oil,:s[
Auroa,qrrc Spruxxtnns
FTBT SPR|JVffLEK
CONPORAT|ON
GL Snnrcs
Uprucnr.PnxnENr
Vnnrrcat Srnnwuu
Hontzo:rar SnnrrALL
D rsc nrcuox /r ND O P F, R,trIoN C owl,'E xrrcx,qt (O m S rym)
The Globe Quicl< Response GL Series Sprinklers are a low
profile yet durable design which urilizes a 3mm fr"angible glass ampule
as lhe th ernrosensitive element. This provides sprinkler operation
approximately six times faster tlrarr ordinary spr^inklers. While the
Quicl< Resporrse Sprinkler provrdes an aesthetically pleasing appear-
ance, it can be insmlled wherever standard spray sprinklers are
specified when allowed by the applicable smndards. lt offers the
additional feature of greatly increased safety to life and is available
in various styles, orifices, remperarure ratings and finishes to meet
many varying design requirements. Quick Response Sprinl<lers
should be used advisedly and under the direction of approving
authorities having jurisdiction.
The heart of Globe's GL Series sprinl<ler proven actuating
assembly is a lrerrnetically sealed frangible glass ampule thar conrains
a precisely measured amounc of fluid. When heat is absorbed, the
!;quid within the bulb expands increasing the inrernal pressure. Ar
che prescribed remperature the internal pressul-e within the ampule
exceeds the srrength of rhe glass causing rhe glass to shatter. This
results in water discharge which is disrribured in an approved
pattern dependirrg upon the deflector scyle used.
Tnutxtc"tI. D.4'rA
e See reverse side for Approvals and Specificario rrs.
* Tenrperature Ratings - 135"F (57'C), 155'F (68"C), 175"F (79'C),
200"F (e3'c), 2e6"r ( t4t'c).
n Warer Working Pressure Rating - 175 psi ( l2 Bars).
a Factory tested hydrostatically to 500 psi (34 Bars).
$ Maximum low temperature glass bulb rating is -67"F (-55"C)-* Frame - bronze * Deflector - brass r Screw - brass
* Bulb seat - copper . Spring - nicl<el alloy . Seal - teflon
* Bulb - glass wirh alcohol based solution, 3nrnr size.
1 6!rl N K L E R T E ]'I P E44M RE RATI N G/c L A s s I F I c AT I o N a n d c o L o R c o D I
^{G
QUICK
UPRIGHT
QUICK RESPONSE
PENDENT VERTICI\L
SIDEWALL
QUICK RESPONSE
HORIZONTAL SIDEWALL
989-845-4583 . FAX 989-846-923 |
BULLETIN GL56I5, REV, #5
.ffi
,&TRhl*t t |liEl I t*!Sl r* 16tnawfiffi5rro
-.3
RESFONSE
CONVENTIONA
",';.i+q*-'r'ff
fi[
ffi
4077 AIRPARK DR{VF. STANDISH, MICH'GAN 48658
JUNL 2003 A_20
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#t're-n l?f"spr"l'rit[
Auroptartc Spruxxtnns
GL Ssruns
U pnrc ur . Pnx nENT . VERTtcrtt Sna vALL
NCT!. I'lTTRiC CONVTRSIONS ARE APPRCXJI'ATF.'' HORTZONTAL StDEWALL tS 2 9,',t6-..: FINISHES AVAILABLE ON SPECIAL ORDER.
+ AVAILABL€ AS €ULu! LISTED CORRoSION
RESISTANT WHEN SPECIFI€D ON ORDER.
O n n UU t"' O I :\ I : O RtrtA T I O N
SPECIFY
'Qrranticy . Model Nurnber " Style
'Orifice ' Thread Sizes " Temperarure
'Finishes desired
" Quantity - Wrenches - P/N 325390 (l/2");
PiN 3t2366 (1.O.)
S!' F'flESPfrffiXTER-- conPlanATtoN 989-846-4583
t-800-248-0278
PRINTED U.S,A.
FAX 989-846-923 |
www.globesprinkler.com
BULLETIN GL56I5, REV. #5
HontzoNTAL Snnwztl. ConvENTroNAL (OLD Srvrc)
Spncrrrc.tTIoNS
NOMINAL "K" FACTOR THREAD SIZE +LENGTH FINISHES
2.8 (39 metric)
4.2 (59 metric)
5.6 (80 metric)
7.8 (lll metric)
8.1 (l15 metric)
I/2- NPT
I/2" NPT
I/2" NPT
I/2" NPT
3/4" NPT
2 | 14" (5.7 cm)
2 | 14" (5.7 cm)
2 |14" (5.7 cm)
2 ll4" (5.7 cm)
7 7l | 6" (6.2 cm)
Factory Bronze
sSatin Chrome
Bright Chrome
White Polyester+
Black Polyester+
sLead Coated
Appnortts
'HORIZLINIAL SIDFWALI <ULUS LISIED TOR DETLECTOR 4'TO I2" BELOW THE CEILINC, FH APPROVED 4' TO 6'.
i vERTICAL SiDEWALL 5PRINKLER <ULus LISTED FOR L,ctlT HAZARD oNLy
P€NDENT vERTICAL StDEWALL cULu5 LTSTED FOR 5't4lN. SpACtNG.
UPRTGHT vERTtCAL STDEWALL cL_JLus LtsrED FoR e' r'* ,lii.gis?.
Gton r. Pnopttcr Wennexry
Globe agrees to repair or replace any of its own
manufactured produc* found ro be defective in material or
workmanship for a period of one year from date ofshipmenr.
For specific details of our warranty please refer to price
List Terms and Condirions of Sale (Our Price List).
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
STYLE slN
MODEL
K
FACTOR
t35"F
57"C
t55'F
68'C
| 75'F
79'C
200"F
93"C
286.F
| 4t'c cULus F.M.NYC - DOB
t{EA t0t.92-E
UPRIGHT
GL28
:rc l+z
lcr-se
GL8I
GL8I
5
5
5
5
6
7.8
5.6
7 .8+
8.1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PENDENT \
Gt280 |
G1420 |
G1560 |
cL8 r0 |
GL8t06
2.8
4.2
5.6
7.9*
8.1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
VERTICAL
SIDEWALL.
G15632
GL8 t33
5.6
8.1
X
X
X
X
X
X
X
X
X
X
X
X
X
HORIZONTAL
STDEWALL $
G12826
GL4226
\lL)ol6
GLgt27
2.8
4.2
5.6
8.1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
x
CONVENTIONAL
(OLD STYLE)
G15624
GL8 t25
5.6
8.1
X
X
X
X
X
X
X
X
X
X
JUNE 2003
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LOSf;'Atrroutrtc Spruxrtens
GL Snruns
F''ff€ SPfrilVI{TEII Upnrcar . PENDSNT
Vnnrucat Snnwett
HonuoNTAL Stnrwtrt
D r sc n nuox.4 \,'n O pp. n.cr t 0 x
I he Globc GL Scrics Sprinkler is a low protile yet durabte design
v;hich r"rtilizes a frangrble glass ampulc as the thermosensitive
clcmcnt. Whrlr: the sprinkler provides an aesthetically pleasing
appearance, it can be installed whercvcr standard spray sprinklers
are specified. This spr,nkler series is available in various styles,
oflfices, temperature ratings and finishes to meet varyrng design
requirements.
The heart of Globe's GL Series sprinklcr provcn actuating
assembly rs a hcrmetically sealed frangible glass ampr.rle that contains
a precisely measured amount of fluicl. When heat is absorbed, the
liquid within the bulb expands increasing the internal prcssure. At
the prescribcd temperature the internal pressure within the ampule
exceeds the strength of the glass causing the glass to shatter. This
rcsults in water discharge which is distributed in an approved
patterlr depending upon thi) dcflector style used.
TECH,t'tc.lt, Darl
Sec revr:rse side for Approvals and Specifications.
Tcrnpcrature Ratirrgs - 135'F (57'C), 155'f (68"C), 175'F (79"C),
200'F {93'C), 286"F (141'Ci, 360"F (182.C).
Water Workinq frrcssurc Rating - 175 psi (12 Bars).
Iactory tested hyclrostat ically io 500 psi (34 Bars).
iVlaximurr low Lemperature glass butb rating is -67"F (-55'C).
Framc -bronze * Deflector - brass * Screw - brass
Bulb seat - copper * Spring - nickel alloy r Seai - teflon
Bulb - glass with qlycerin solution, 5mm sizc.
a
4077 AIRPARK DRIVT STANDISH, I\IICHIGAN 48658
NOV[\48[R 2002
Coxv'E xrruxAl (Om S rvm)
CONVENTIONAL
VERTICAL
SIDEWALL
HORIZONTAL SIDEWALL
989 846 4583 . FAX 989,846.9231
UPRIGHT
PENDENT
. S P R I
^
K L E R T' E I,I P E R.4I- {' R E RAT I NG/C LASS I F I C.4TI ON s n d CO LO R COD I N G
BLJLLETIN G15661, REV. #1
T
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Auronr.anc SpntNKLERS
GL Ssruss
Lrpnrcur. PENDENT. Vnnncet Snnwltt
APPR0VALS
IlontzoNrat SnnwALL .CoxvENTroNAL (Om Sryu)
SpnctrtctrloNs
NOMINAL ''K" FACTOR THREAD SIZE .I.LENGTH FINISHES
2.8 (39 metric)
4.2 (59 metric)
5.6 (80 metric)
7.8 (lllmetric)
Ll (l16 metric)
I/2" NPT
I/2" NPT
I/2" NPT
r/2" NPT
3/4" NPT
2 ll4" (5.7 cnl
2 | 14" (5.7 cm\
2. ll4" (5.7 crr')
2 ll4" (5.7 cn\
2 7116" (5.2 <ff|
Factory Bronze
#Satin Chrome
Bright Chrome
White Polyester+
Black Polyester+
Wax Coared
**Lead Coated
sxWax over Lead
NO-rr :.1t R ( .- ( J LRrIC)tJ) ;eL APPR _ ( LIAT[I
I
" ltoR,zoN tAt- stDfwAtl t5 2 9t16'... TINISHTS AVAILABLE ON SPTCIAL ORDER.." WAX COAIING Ut LISITD UP IO 2OO'f ONIV.
r AVAILABLt AS UL Al!D C'UL LISTID CORROSTON
RFSISTANTWI,IIN SPIC ITD ON ORDTR,
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O n o t n t rc I r r ontutlrtox
SPECIFY
'Quontity " ["4,rclel Number . Style
'(Jrrfrce " 'lhread Srzc5 ' Jemperaturc
. I inrshes desired
. iluaniity . Wrenches . PIN 325390 (1i2"):
Pi N 3 i2306 (1.O.)
@effi
-
I VFItIi(]AI 5IDIVr'AL,L UL I-ISIED {]OR LICH I iIAZNIiD O[]IY.
PEi!DEi!T VERTICAL SIDEU./ALL UL LI5TED FOR 6'MIN. SPACING
IJPRICHT VERTICAI StDEWAtt r-JL LISTID f OR I MtN
.9AClNG
G t o n r" P no D u c r W,qRRAN ry
Globe agrees to repair or replace any oF its own manufac,
tured products found to tje defective in materialor workman-
ship for a peftod of one year lrom drte of shipment.
For specific details of our warmnty please refer to Price
List Terms and Conditions of Sate (Our Price List).
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
989-846"4 583
1-800-248-0278
PRIN'I[D U,S.A.
FAX 989-846-9231
www.globesprinkler.com
BULLETIN G15661, REV. #1
STYLE stN
MODEL
ORIFICE
slzE
| 35"F
57'C
t55"F
68'C
| 75'F
79"C
200"F
93'C
286"F
t4 t'c
360'F
t82'C cULus FM NYC . OOB
MEA r0 t-92-E
UPRIGHT
Gt286
G1426
GL8I6
GL8I6,
2.8
4.2
5.6
7.9*
8.1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PENDENT
G1285 |
G1425 |
\JL)OJ I
GL8 t5 |
GL8t56
2.8
4.2
5.6
7.8*
8.1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
x
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
VERTICAL
SIDEWALL
G15575
! GL8t76
5.5
8.1
X
X
X
X X
X
X
X
X
X
X
X
X
X
HORIZONTAL \
STDEWALL $
G12870
GL4170
\r-sozo
GL8t7l
2.8
4.2
8.1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CONVENTIONAL
(OLD STYLE)
G15668
GL8t69
5.6
8.1
X
X
X
X
X
X
X
X
X
X
X
X
] HOR1ZO:.ITAI SIDFV./AI I {,]I LIS'iTD FOR DETI.IC]OR 4' TO ] 2 BELO\AJ THE CFILING, FI!,l APPROVED 4' TO 6"
NOVTMBER 2OO2
I
I
lFEBCA
REDUCED PRESSURE ASSEMBLY@
BACKFLOW PREVENTION
T
I
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T
Physical Properties
Size of Mainline
Max. Working Pressure
Hydrostatic Test Press.
Temperature Range
End Connections
Materials
Main Valve Body
Coating
Shut Off Valves
{'}s.+'.6",8", & io"
ii75 PSr (1200 Kpa)
350 PSI (2a00 KPa)
320 F to t400 F
(0o C to 600 C)
Flanged ANSI 816.1
Class 125
Ductile iron Grade 65-45-12
Fusion epoxy coated
internal and external
AWWA Cs50-90
NRS and OS&Y
resilient wedge gate valves
AWWA C5O9
Bronze
EPDM
Stainless steel
U.S. Patent No.4,989,635. U.S. Patent No S.107.888
U.S. Palent No. 5 385,166. U.S. Patent No. 5.226,441
U.S. Pateni No 5,392,803. U.S. Patent No. 5,503, i76
MODEL 88OV REDUCED PRESSURE ASSEMBLY
(Shown in vertical orienialion)
MODEL 880/880V REOUCED PRESSURE ASSEMBLY
(Shown in standard orientation)
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Trim
Elastomer Discs
Spring
Installation Views
Grooved End
Coupling
FLOW
I
18"
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4'mln
(18" with Atr Gap Drain,
refer to local code)
Standard orientation (Model 880-/g8OV)
" Note-Model 880 does not include grooved end coupling.
Recommended minimum clearances from permanenl structures tor
ease of testing and maintenance are shown on above drawinos.
Verlical orientation (Model SBOV)
"- Adaptor supplied with 880V only.
mAsEEiR.
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10" Disc Assembly
Body
Cover 1" Check
O-Ring
Capscrew
Hex Nut
Expansion Pin
Cover 2tu Check
Seat Ring
Gasket
Arm
Bushing Swing Pin
Swing Pin
Retaining Clip
Hairpin Cotter
Check Disk
Seat Disk
Disk Holder (10")
Disk Retainer (i 0,')
Capscrew (10")
Load Pin
Spring Stem
Elastic Stop Jam Nut
Spring lE Check
Spring 2to Check
Spring Guide
4536 GF 65-45-12
4536 GR 6545-12
EPDM ASTI\4 D2OOO
Plated steel
Plated steel
SS
4536 GR 6545-12
Bs84 Alloy C83600
EPDM ASTM D2OOO
8584 Allct/ C83600
Acetal Flesin
SS
JJ
SS
EPDI\,4 Coated cR, 45
&d'le l|on V SS Stern
12 Upr Spring Retnr
12.1 Bushing-Spr Stem13 Pivot Bearing
14 Flange Gasket
15 Bearing Socket16 Hex Jam Nut
17 Washer
18 Flange Bolt
18.1 Flange Nut
20 R.V Cover
20.1 Bleed Screw
20.2 Gasket
21 R.V Body
22 Cover Bolt
23 Elbow
24 RV Mtg Bott
24.1 Washer - FV
25 RV Mtg Bolt
27 Lrg. Diaphragm
29 Button
28.1 Flow Screw
29 FIV Spring
30 Stem - RV
31 t/ain Guide - RV
Allcy
Acetal Resin
Alloy
Rubber/Fabric
Acetal Resin
SS
SS
Plated Steel
Plated Steel
Allct/
SS
HDPE
Alloy
SS
4536 GR 6545-12
Plated Steel
Plated Steel
Plated steel
Nitrile ASTM D2000
4240 304 SS
Acetal Resin
SS
Acetal Resin
AIlcry
32 Seat Disc - FtV
33 Lower Guide34 Seat Disc
34.1 O-Ring
35 O-Fing
35.1 Back-Up Ring
36 Adaptor Plate
37 Sm. Diaphragm38 Betainer
38.1 Slip Ring
39 Flow Washer
40 Ball Valve
41 Nipple
42 Gate Valve
43 Bulkhead Fitting
43.1 Bulkhead Fitting
45 Gasket
45.1 Gasket
47 Nut
Detail
EPDM ASTIV DzOOO
Acetal Resin
AIloy
FDA EPDM
Acetal Flesin
EPDM ASTM D2OOO
Alloy
Nitriie ASTM D2000
Alloy
Acetal Resin
Acetal Resin
Alloy
Brass
AWWA C5O9
Alloy
Alloy
EPD[,4 ASTIV D2OOO
EPDM ASTM DzOOO
Alloy
SAE Hydraulic Hose
Alloy
Alloy
SS
A\ 4 ./A cAnA
Materials of Construction
SS
SS
SS
SS
SS
SS
1
2
2.1
2.3
2.4
2.5
3
.J. t
4
4.2
5
c. l
6
o. I
6.2
6.3
7
I
9.1
10
10,1
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50
cl
60
62
70
Sensing Line
Street Elbow
ldentification plate
Drive Screw
Clamo (880Vt
Relief Valve
_-rE'-XrE)
I
Model880/880V
Standard Orientation
Note: The Model 880V is shipped in the standard
(N-Shape) orientation as shown above. Model 880
does not include grooved end coupling
241lq
Model880V
Vertical Orientation NRS Side View
*_ E + t+
Lrtt
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Relief Valve Detail
Relief shipped on right side
{shown)
Dimensions
U.S. - lnches
E1
E OS&YCDNRSOPENFGHJT
Approxlmate
Net Net.
NRS OS&Y
(Lbs.) (Lbs.
121122112"
grooved end
coupling
field reversible to left side.
210 220
7'lt14'ta51lzI O'/822'latz ta2431t12112I 280 2902811+
1431e 17jla 71lo231|t27 7le't4 lc /241lz 320 350
21alt301/e18183211a3211tto6"9'la18s/s5' lz71lz 480 530371ia
18'tz8'I
1t 1210'/483la23'lz 247le37112 810 880
249J,o421122110'111t2 27'lz 10 11'lzI
I
Metric - MM
EBCDNRS
E1
os&Y
OPEN
Approxtmale
Net Net.
NFS OS&YSize A
1350 1480
F G H J LK M
65 317.5 654.1 616.0 125.4 320.7 415.9 422.3 158.8 139.7 88.9 346.1 184.2 99.8I692.2 95,s
80 317 .5 654.1 6287 1 38.1 327 .O 305.2 422.3 158.8 139.7 95.3 358.8 184.2 717.6 127.0 t.Jt.3100 sss.6 708.0 679.5 .166.7 36s.1 590.6 450.9 177.8 152.4 tt+.J 393.7 184.2 787 .4 145.1 158.8
150 406.4 819.2 819.2 217.5 479.4 765.2 547 .9 203.2 190.5 139.7 473.1 1+t.J 946.2 217.7 240.4po 469.9 952.5 923.9 242.9 596.9 9s8.9 oJl.o 235.0 222.3 r/ t.5 q)7 1 260.4I 1054.1 367.4 399.2
250 533.4 1079.5 1035.1 292.1 698,5 1219.2 698.5 254.0 247.7 203.2
I
Weights do not include risers or optional valve setter.
Note: Dimensions shown are nominal. Allowances must be made for normal manufacturing tolerances.Refer to Specification Sheet SS VS for details on valve setter.
609.6 292.1 1219.2 612.3 671.3
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Application
Health Hazard
Flow Orientation
Standard orientation is inlel f low vertical up, ou et flow
vertical down. Vertical orientation is inlet and outlet flow
vertical up.
Options
fl Valve Setter with MJ x MJ, MJ x FL, or FL x FL endstr UUFM OS&Y RW Gate Vatvestr Relief Valve Air Gap Drain Funneltr Wye Strainer
Agency Compliance (Sizes 21h"-10,')
. ASSE (Std 1013)
. ANS|/AWWA (C511-S9)
. CAN/CSA (864.4)
. UL*
. FM*
. cUL
. Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the Universitv of
Southern California.
' Less gate nol FM approved.
Less gate not uL listed unless installed wilh uL listedgated valves.
Model 880/880V Flow Curves
2112"
150
GPM
-A
-
---_g
.-
0 100 200 3oo 4oo 5oo 600
GPI\4
A-Vertical orientation (model 880V)
B-Standard orientation (model 880 and 8g0V)
B-
*A
6rt
pro
=143t>o-
GOo^
r3l;
lE:
^206 18
-- toa 14
; 106R
Ib
200 300 400 500 600 700
GPM
100
le li
312
lE 'f
2
I
=20a.^L to
d '',
oJg
a
I
0
-lotn 1F
O rn
p8Eo
2
100
t
8tt3"
1000 1500
GPI\,4
4u
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GBCO Backflow Prevention
r.O. Box 8070 . Fresno, CA 93747-8070
fg 252-0791 . Fax: SS9 453-9030 . www.cmb-inct.com . FEBCOon ne.com
J880v z0l copv oht 2o0i cMB Indostries tnc
B
-A
A
-
-B.-
2OO 4OO UOOnr"tOO ,'OOO 12OO 14OO
o
A
tt
A
B
0 500 1000 1500 2000 2500 30oo 35oo 4ooo 45oo 5ooo
GPI\.4
The 6" and 10" flow curves (B-standard orientation)
include the FEBCO valve setter model 61 1.
CMB Industries, Inc.
A United Dominion Company
ICa\ onnl rr--tB-s
3000
10"
t
I @PqfIHR,,".VSR-F
YANE TYPE WATERFLOW
ALARM SWITCH WITH RETARD
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u.s Par. No. 392.1 989
Canadian pat No i 009680
ulne r Palents PendJno
Potter Electfic, nO., t dso
Automatic Sprinkler
One or two family dwelling
[^"i"r""l,ill^"::lor,5v ,i to rour stories iJ;;i-];;National Frre Alarm Code NFPA-72
NFPA.13
NFPA-13D
Optional:
UL, ULC and CSFM Listed. FM and LpC Approved. NyMEAAccepted. CE Marked
Service pressurer Up to 450 pSt r3l BAFr
Minimum Flow Rate for Alarm: t 0 cpl,/ (30 Lpm lMaximum Surge: 1A FpS {i9 mr37
Contact Ratings: Tyio sets oi SpDT tFcrm C
15.0 Amps a! 125/25AV AC
2.0 Amps ai 30VDC Fesjstrve
Conduit Entrances: T,,n,o kr
Environmentar sp..iti.rtio,ijl
uts pr''t id' o t ot 1 /2 ccn()ui..
. Su;table for tndoor or outr
gasket and die-c".in"r#it use '// th iact'rry rnstalled
. NEMA 4/lp54 Rate(l Enclos-ure . use wrih approf)rialeconduit fitting.
: I::l:,ilr" Ranse 4o"F/120"F. 4 s.ct{s"c. l\on-corrosive sleeve faclory rn5talled in sadrjle.
Caution: Thrs .Jevrce is ,-lot rilcr'l{tF.J t^r > ^nr,. -,i^ - -environments cnded lor applications in explosive
Sizes Availabje: Sreel prpe scned|lles 1 0 thru 40. sizes 2,,thru 8,,FS 1 387 prpe 50nrm 161x 21gm
^ Note: For copper or plastic pipe use Model VSF_CF.Service Use:
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Cover Tamper Switch Kit, Stock No. 009001 g
GENERAL INFORMATION
The l!4odei VSB_F is a vane tsprinkter systems. u; ;';J,uJ.^"---"terflow
switch lor use on wet
,i."p,o"l'..i"i",J:ir";,:Iffi .*A:XIJi,iii::9g,iilf ill
LPC approved sjzes are 2 fl
The unit may also be used arru
8' (50mm thru 2o0mm)
large systems. 'i a sectjonal waterflow detector on
The unrt contains lwo sina e
;1:l' i:: i'o ?,,' ";j ; ; ; l" " ::]:^'il ['5.1ffi 1 ":lff";:',::;: ."::""'i'lt-t arE actrateo \.'t e, a trc.',.i io ou ,".. -.,. ";; ;: :: ;:",?,",i ?j, ;, ;.17;.^l'.T "',"; ;, ;:' i;
:..r"e ife ,.,.,i"0 ,'r'rl, l.ij"i'tt or time r,ecessanr' to cver-
_tI9:?:.u'F_r,_'re r.rr s enc,_sec,,-a ge.,efa, oLrpcse d,e.-osL n0uSlrg The CO,.,er s hp
":. I :,.':,j : :,' . r" ;; ;-.'.,1:. ; ".1:',;:' :. [:.,:1"; i'.;:', ;.:..I14315 COter iaaaper S./-,rl.l-':ay be uieoL,.0ir,.'r'rrrln^t,:l:'llt't as an option'"vhich
- - :, r - ^ ..rr,6z-5 .o. '.;; :::f I .::i#;I'iii.1,. =i;,i...
;:ffi,:;ffin fflrffJ;;i?t on ho'zonrar or verricar pipe.
llT yh":. il;; ;,, ;"" ;1,".'.':,f J"'+;i"f i;"';: il: ;:,Hsta €cj]/i ithin 6, (1scnn) of a ffitng vihich changes the direchon oflne warerftow or withrn 24" !60 cm\ of a valvJ "; ;r;; -",
Drain the system and drill a I
In a srow speed drill rn., 1i,1"-ll1'^f,?'.Y:1'.qg circurar saw
rpoLr re a 'o .
-,
in " o",l"i:::i] i",1 1','" uull, devices
;r#l i:"J., ,,r". ,.qr,,"
"
-no
u ,in , J,i".,", ;1rii:ilJ
:'-:":: ^,1* '::,0?
p pe oi ail grolvth or other marefiat for a cr s_iance equal to the pipe diamr
::, :::: : : ^."s
c t h ai,t,",,.- :iJH,::';ff :':: ::lt;. ".:: :l:ase t Inse( re vane so tar tre arrovr'J.li" ,"10,.polnls in the direction of the,ano trgnten nuis;;;;;;"il;"*"terflow lnstali the saddle strap
:? ffii, ;; i
jll;'j ; # ;".1 *i t il:i i:fl ,?: ffi .,:iil:T l #
Speciflcations subject to change vr'ithout notice.
INSTALLATION: See Fig.2
o^,, _. _' 'L'|er trlectric srgnalco ntparty .2081craig Foacr. s,. r*[ rolilu.o, u.,I
I
. Phoner e0O-32S-3936/Canada 8llB-8e2.1 gO3. www.pottersignat.com
MKT #88OOOO1 - FEV T
MFG. #5400761 _ 1olo 1
PF/I]TED IN USA
PAGE 1 OF 2
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@PqfTHR,
FIG. 1
SWITCH TERMINAL
CONNECTIONS
CLAMPING PLATE
TERMINAL
VSR-F
FIG. 2
;-:-'-. ca it_t:-i Er r-
ii r' i il!,t-'. )' j ! t!: t, : : Jz . r' = E'.. - !-.- r (,
ii1-="' ,:,t: :i!'. ":-:'-'.i.'r
,FrL:..i/.PJ,]( I a <.rr,,.. ^a '
L:a.. .: art; --" - -''.. r---.= .
=
a.- )aa _i- ta a.r tEc ]F= ..,8E i: DEi--.F )J-.r,..'
CA UTIO N:
An Lrninsi-.rlatecl seclion of a
s Ingla con.Juctor shoulcj not
ne laoped around the terml
nal and serve as two Sepa_
rale connections. The wirerlust oe severed there byproviding s upervision of theconnection in the event that
the vr'ire becomes dislodged
rrom Lrnde r the termtnal.
FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES:
1. The lv4odet VSF_F has twoswrtches ore car be uscd lL
operate a Cenlrat Station pfO.pnetary or remote srgnaling
rin,t, .//hrle.h. othe. errtact riused to operate a local audlble
or vtsual annunciator.
2 A conditron of LpC Approvat ol
rnrs pr0duct s that the electri-cal er.ttry mlst be Sealed toexclude moisture
3. F-o I supervtsed crrcutts see
S witch Te rminal Connec.
tron s " drar'"/ing and caution
'rote lFrg. j t
FIG.4
To remove knockouts: place
screwdflveT at edge of knock-
outs, nol in the center
J':fl'::--=,_.-- --"lto.;; l_:;;ilt'ier d'sc'a.s:,s ca-sedll, -
i."r,nl^.,,r,.,.,". ,.,.,._i!,,.ui.. .,;.i,i,",i.,il;iJJ:::'J::;;:?:i:i:i.iJ,.:;:",':;::TrLt[.i#il"J]",,;;,,j,:n",
faar,r"""'essrcr
svsierrs us escu ds Ins sore rnjtrating de'./ice to o..h.rg. A'fFi-;;;;':i""'
- 'aqte.c. ei 'r:^.^+,^- ^
- ::^"1;; .,,;.r;?.r";lJ,,?.5;-l:t |c'rre -ooe VSF.F arc rs assrc,ared r_.oiecive
!.::e-, =,
- i.."ti =,,Zi',;.
' r-rA uDde< arc Starda.-js ai-:
r.rcl,de.j rh. r.cno^i.,-r^^."o,"ooura'dsrandardsand,'orrhearrhoritvr",;;l;;;;l.T"Trl.Tt,rJ.li1l,;:#Hi:;!.l,: c-, iosEs ,,ii.l.
",i i'j^1: : rua' s -5-3". D.ated i
r.- -' . -',' =.,--.iolr;.'jil,:;;:'"i;:ft ;;:i?j'""'.:;i.';;;;;",?'J ;l;J: :;';;1"fi,:["J'J;l:l:j.."11:; o'
l;;#J^T{r"[:l]:"1t: lr^lirml is requrl.eo ro act,vare rhis devjcel;ir.n I ANT N0TlcE: p,ease e.rv,ca t^. ^::^::::'"'c
tr 'rb 'revrce- -- I, accordance v,/jlh rhF,"'-?:Y':-t lnt person responsibr€
l- - .,sl'ng jnstrucliona. '-l-"-'- +
'or
lesllng cl the flre protectjcrn systerr lhai lhrs syslem n,usr oe
MKT. #88OOOO1 . REV T
MFG #5400761 - 10/O lI
Ill1sl!._l1l'. r.,Le r: r LrrArE:
-rF. :ttt , Farl F- <LrL
I iQ Jl)r at, p FE .-)
\ __ F zr:pf: ..
rl|.,r,i:,1 _,-J-__
...i.... .J, |g t aF vrarEtlFLa\tl
''4t 'o,orrr,ru, ort i I.alier'lo'i t I i,,., -;. )r
"'t=.) 'r, ,.'nu,, t FE-*^po se'rir.,oi,'.r srPEI!.PD SETTiII(iS /tl sEas,
e o
5a-lt
€
IITED ]I..J USA
PACE 2 OF 2
I
I ffiPqflHB,,,,osYst.,_ 1 , -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
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3i iljfr:-r Listed, FM Approved, NvMEA Accepted,
Dimensions: 6.1 9,'L X 2,2S,,W X S 88,,H157cmLX57cm$/X146cmH
Weight: 2 tbs f0,9 kg.)
Enclosu re: Cover _ Die,Cast
Finish - Red Spatter Enamel
Base - Die Cast Zinc
All parts harrs s9prs5i9n resrstant finishes.Cover Tamper: Tamper resistant screws,
Optional cover tamper kit available.Contact Ratings:
OSySU,l: One set of SpDT (Form C)OSySU_2: Two sets of SpOf ri^, _7 ,j 5.00 Amps ar 12St250VAC
2.50 Amps at 30VDC resistive
Environmental Limitations:. NEMA 4 and NEMA 6p Enclosure (1p67) when. 1.,"^1 "IilL ",p.p'op
ri:]",. y?l" rtis r,t co;Ju it' ifti; s".. Inooor or outdoor use (Nol f"rr.i.. i" h.llro"r.locations. See bulleti
tor hazaroous'tffi:j! 540070s osYS-u-EX
. Temperature Range:-40.F to 140.F (_aO"C to 60.C)Conduit Entrances:
OSYSU-1 Stock No.
OSYSU-2 Stock No.
10 101 06
10'10206
2 knockouts for 1/2,,conduit provided
Service Use:
Automatic Sprinkler
One or two ra.nily dwelling
xesrdenttal occupancy up to fouf storiesNational Fire Alarm Cooe
NFPA-13
NFPA.13D
NFPA.l3R
NFPA.72I
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GENERAL INFORMATION
I T,?-!.r:, is used ro monftor rhe open posirion of an OS<l Y (outs;de screw and vot"i ru.,^ ^irl ,:i:^' :1" -'
is avaitabie ; l;" #Jl:let rype sate valve This devrce
set or SPDT /Form c) .o.il:.osYSU-l containing one
r a, r : n s t wo r. ; ;, t ;; f "l'",'j o j l.^ ?-: I-: u - 1, co 1 -
.s::rhes 'ornt connenl.trr lo "'o',; :T,T,:/ I;;::ranglng in size from 2,, to 12rnount on some valves ., "i??Tti:^f o0mm; Thev will
,tT :::::, n-",o " 0,.. o'ff : il;:, lll;,l;J 1.,"_,L, dr requtre a special tool to
ji'f :1'l o:t,; ;; ;il;l; ;.#,fi ,lT jxl i: H:il:?r', responsible party. Replacement or addi{ional cover
screws and hex keys are atron on paqe 4 ''ariable see ordering informa-
??rlgNAi covER TAMPER swrrcHA field installable cover ta
::i":.P ;;; il::JiT [ilJ:-;: JTj,i'i ?:.xiliJee oroenrg infor.nation on page 4.
TESTING
The OSySU and its associ
l"-l : ! : : q 99 il; fi #'5,j:.,::?j:. li'", ffi :Jfl :: il*;appllcable NFpA codes and.standards and/or the authoritynavrng lurisdictjon (manufac
more frequentlv). ""er recommends quarterly or
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. Pt one gC:-:ZS.3georCana@
MKT. #8820004 - REV P
12t01
PRINTED IN USA
PAGE 1 OF 4
I
I ffiPwm,,,,0$YSU_ 1, -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
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trln 1 SMALL VALVE INSTALLATION
THESE SY/iTCHES MOUNI
vA LVES As'nioi iI l)) i ;:i^Yiil T'Jbtl:
- 1/2" THRU 2112,' (12,Smm THRU 63,Smm) STZES
y?SI2 ' TC) i2" Qs & y VALVES rHEy i/r/lLL lr/ouf.tT oN SOiVETIAY BE REOUIRED oN VALVES \^/ITH LIIVI]TED CLEARANCE
SLOTTED MOUNTING HOLES
,.- ITAY 8E USED FOR FINE., ADJUSTI"4ENT OF SWITCH
ON BRACKETI
I
c,t AMP B^R
T
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ERACKET
DU/c. #979,3
-I SrvlALL VALVE |NSTALLAT|ONI'I Remove and discard ,,C
rod. washer and roller from the trip
a2 l,lllT::_1,::,n, rhe FuLL opEN posrrron ,ocare ihe
;r",]"-:-iT"-r^s the.varve yoke as far as p".rilJ"lro. tn"
6 Remove the OSYSU. F
centered on the mark ""'l"i
J'19
'13
3tm) deep sroove
!1! l"' f ,t,. o .
""
_i#H I;:* ;:""T.':li :t :ilJ ?;"
::9,es__of
rhe sroove ro prevent o.r.g" to inu ;"iil., .
pacKtng and to allow the
oruhe g-roove.' #;Jl::Xll:,[ou" easjrv in and out
7. Mount the OSySU with fne iflp rocj centered in groove.8. Final adjustment is made,by loosening 2 screv.rs (see Frg.1) and stidjng the OSySt
correct y,/hen switches rr'on
tn" bracket Adjustment is
sealeo n the valve ,t"r:-1:t actrvated with the trip rod
a".ivate when
';" 1;;;;%."":. il1 :?ily;,:ll,;t""
9 Tighten the acljustment s(*,e c k to r,.,,ii in, i * "",ffi i:3 :l,:?i,I i:JX:, :::;,anC that the swrtches activate ,rithjn o"e tur. rinen ifrl/€lve_rsorerated from rr-e f Uff Opf f,f lo,irr;;;;, "
CLOSE D positio n
NOTE: CLOSE THE VAI \/F I
l: : !; ry ;" iffi J ;'"' i ji'^'.'rl^?,, l.r?Til,'"H'
Hi:yit_.J l.E ,f g^ASj. ytrEo av rr{i sre r.,, i,.,n"e no,!-wuLU f(truuL I rr\ A FAASE VALVE O?EN lNOf Cnf f Of,f-
l:l:: gti.d so that rhe tnp |.oO ,uy. agarnst the non_tnreaded portjon of the vaive stem
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roosen the locking screw thal
; tt ll t ti}ff I tr I lff .'# i: r,i? i"l;i
j:x:'
l:ittti:fl [.,"J:ffi r;lxl;:!ii,","i"':"T','#'"'
IoJ,l. :':.'..;'"i;:'l;;T:'= /e ocse' ,re 'o:( -s
;;:; '""' "l;ffi';Iiiuili"
lir:*i;*
iiil:ii:.lit"?"3;.y,r[::,i;,:.,J]il1. j:A:::,..
l,:iffi;:,1i'j#,i.fj " the carriase 0",,', "c .r,.,"
l/lark the valve stem at the center of the trip rod.
t
NTED iN USA
PAGE 2 OF 4
I
lO OPqmm,.,osYsu- 1, -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
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FIG.2 LARGE VALVE INSTALLATION 3" THRU 12" (76mm THRU 300mm) STZES
._ BRACKET
_ CLAI/P BAR
,- CARRIAGE BOLTS
(2 RFQUIRED)
,,-.._ YORE
-- TRIP ROD
.-- GTAND
3" -l-1RJ 12" 176rm rdRU 300mm, VAt \/trs
USE CARRTAGE BOr_TS. eOLrS vOU\r-"
ON INSIDE OF YOKE, IF THERE
IS SUFFICIENT CLEARANCE,
SLOTTED I,4OUNTING
HOLES, MAY BE USED
FOR FINE ADJUSTMENT
OF SWITCH ON BRACKET.
DWc. #979-4
---- - ROLLER
,'4,
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LARGE VALVE INSTALLA]ION
,
Y11,. jh. vatve In the FULL OpEN position, tocate rheoSySU across the valve yoke as L, ". o".rilj"ir"r,n"valve stand, so that the trp rod iayi ";";.;i;;"";;l
, ,
rhreaded portion of the vatve stem.2 1,4^o,u nt the OSySU Ioosely wrth the carriage bolts andctamp bar supplied.
t
!::S^e]l ,n,. tockrng screv/ that holds rhe rrip rod in ptace:T :qlr.l the rod length (see Fjg. .r) /lhen aoirsr._opropert)"/ the rod should eriend p"asi ,n, ""iu.1lr"'r. ir,noi so far thal rt contacls Ircckins screvi ro noic ri,e i[ :iXTi oo,?;"t'nn'.n ''-,"
N-OTE: it tlo rod ler.gth is ercessir,,e ioosen the lccktncsr re / ara :emc, e lr.e tr c ro,J fr.m ,r. ,. ^:^ ,^- :: ) t
cliers 3.s3i( off the one ,, t"rt:"l
,the
ir-ip iever' Using
.,',";; ;';' ;; ;'i.i ;",# "JllJ:::,1'':iT;::::'.
4 l',,1arx the ,tal,,e sienn al the aentar cf ih3 trjp rocj: Renro're the OSySU File icentered cn rhe mark .f ,nJ,]]?,^(:;1im1 deep groove,/at',ie stem utilizing a 3/g,
llliili:r"o non_tapered fite Round and snrooth rhe
::g:,: r the groove ro prevent damage to the valvepacKrng and to allow the
or the froove ;. i;;;;"'l: :"01:,1"" easirv in and oL,t
6 lv4ount the OSySU loosely wrth .re trip rod centered ingroove.
7 Final adjustment is madez, n a .i io i n g lr. " A; ; ;t'J" :rf i:l? j,'I;[:,,;::,lit
correct \r'/hen switches are not activaled ,i,f_, t,n. irif ,o j
Seated ln tne valve stem grcove and that tne svritcf,es
-
activate,//,thrn one turn vitrr r r n n_, , . , ren tne valve is operated from lheuL- -/-r,\ rov/a/CS,he Ci_OSFD pcs,rron
8 lighten the adlustmenl screws and mouniinq hardware.Check ro insure that ihe roc mo./es oui or,i l il;; "
easity and that the switches activate v/ithin onJ,rin ,f].,,
I"^u_r!,. is operated from the f Uf f Ope ru ,.";;;;; ;;.CLOSED positio n.
f oJE^._glosE THE vALVE FULLy ro DErERr"4tNE THAT]l! :'E\4 rIREADS Do No- ncr vniir};vi,T;ilTIE sw,rch BEr\G ACTvATFD BV rHF srir,iiin"e eoscouLD REsuLr rN A FALIE i;Lve oiri ir.;l;;;;i,"
MKT, #8820004 - REV P
12t01I
PRINTED IN USA
PAGE 3 OF 4
Pqf,;HB,,,,*$Y$U_ tr, -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
r I(J. J DIMENSIONS FIG.4 PARTS
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,1"
] "-..,,*,0 -.f'
coo perprcrec ?z
^|o 1Partlvt, , tz -.r
sFarrpr pEr.,ro,/Eo
I
BREAKING EXCESSIVE RONI LENGTH
r Flc.5
l ''t',- ' ,. 1"^j'''.,..... ,,)"'I ard;'
l
!f! !''i-:
SWITCH TERMINAL
CONNECTIONS
CLAMPING PLATE
TERMINAL
TYPICAL ELECTRICAL CONNECTIONS
LocaL crR.,r' tr;--lra -aara ._c .:"f r u. - ',,Or.a:,N.'r.D'C,1in _ Ot.,:r JJ DC,rrLi__.i_-'-=r_-F
-
'. sr.-t- .,.R. .p.,,- I t --r ICr r...rFor o"..r. '' L ' v 'r I ] r"1 -.-:i\ i i :,;,1.,.
DtC #-o79- I
Ccntacts sho/,n ;n ror.aal Iral,,,e openi conditicn
ryPICAL SWITCH ACTION
CAUTION:
An -lninsutated seciion .jl a srngle .cncucto/snorlo not be loapec aro!|d ihe_'ie.n-lnal andse.,/e,as tr/o separate connections The !a,,ire-_ s' Lc 5e.:-el 1:.eb, O,0.. t,._: S-!e:. -1 :-''ra a_r-oat:a. .,-a*.c.,.-1,.,,"
",eoea0nes Crslodged lran t).dai ihe lerrntnal
ORDERING INFORMATION-
; ttoDEL DEscRlpTloN
l 'S
i Si-'l cr.rtslde Screv,, & /oke_Surer,.,i<..", q . 1-L ,6 - STOCK NO.-.s.s-.2 o,,, i. ri,,", ; ;:i: :::::l::" s,r/ r.h,sinsie s,,"' tch, 101c106
r{e,oLlps.r' so../ S,i rah iDcubje sritcn ) 1C1C20F"r _o./:i S:re;.iI.I r-rex Ker FOr ao./€. S-_ opronarcov6.."#:fff;ff'a'a.orAdjLstmenrs i:iii:;F:r pressure reducer type *iuu lnar"rr",^. u,*' ,,, .^^, ,--,, 0090131
f_- lllaton kjts (if required) coniact valve manufacturer
rf.tTED tN USA
MKT, #8820004 - REV P
DwG #E79_2
5A"*!%lf31.3rso be used in comb'nation with the
l{::iiF*"=:'ff 3"'l:"il:?;",il111.xi,il1?n'"ntfl n'n''i:LT'JlL'[?o:Jl"i;,"nru;:*r+i]:ltii:::;:l ji::,
n[rir#,zu:"*i'":{l?,"r#,Tifl .B:i1',lnti{;[i+r,: 'ir::q wo,ks :noepeno;#;:"ffT'":1; ;:';::::: trlop ot the horn When mount
l"m':f ,:;,:*{*'#::ii:'ii:::.if l""'"ff "':l:i."",
a€ seie:tron of a sound ts dc
^:- -'_ar,u-rs o':i-.ee rabs on'il^t:qt,r by Dreaking varjo',s
- -:'c Lrc..cn,ri^ Ine electronic printed circurt::':j ;.," ?i;' i? l' .?;, [. ;,ilil;Ji n it
^j*
r,:
",
Jiunattine
Srrobe
1ffiffilffiuu#
Multi-Alerl
Sounder 12/24 VDC. Hlgh Reliabllltvr 8
-Variable sou'nd outputs (user select). Low power consumpiionI Low Inventory costsI S.landard backboxes 4" squaree ll.L. listed to Std. 464. can .be Inslalted In varlouscomblnallons with or wlthout trim platesI
T MA,-12i21 Sounder t2 & 2a v
l"/^ /SS- 12 Strobe/Sounder t2V
rne sounder shall have the ootion of having a BRK flashinqsrgnal strobe Or eOUal morrnra2^.{ rF,^ -r-^-^ _- , _ ..,d .o -e ironr of rhe sounder
1'. ::il::i?; J :: : : :,Ti#' "
r' =' l'' ; n' -' i'"''."'"j' ",''l'ltAiSS-24
SS-T 2
Strobe/Sounde r 24V
Strobe 12Vt33-2! Strahe 24V ;i; ff tJfl
;';1?i; lx"'li'3 :- l r
1'Ie F oi / c a rt,: a'Ie e r s
1ry *, ltiinnfu ri#jl{ ;#;'
?,7ii,:::)*;':'1,21:.[X'n *,,2 seconds nrr mooers Ja]ineliTi'l';rffi j:i{{f ::'t:,,#'i4i:.t,,i,,iitr,:xr'""a., r s h,. t, r€ .r our r, n9 ;.;,:;; ;r',,,", : :' .0,r,',.2;::,.2::...,,
r +
I lJi.Pt Y::lll:: Praie conceareo Qond,ir
t :'l -5' Mo,rnrin; Flate Sem,_Frusr
D:-: __ Bac,(bc, Deeo
I
rJdchbo, Sl"nJa"o tGa,.a. ,2.-
I ,.:.;.. ,' :-:,i,lr::i,=.'=" .' ,1!r,:;,.,, :
The Multr-Aler1 Soun d€I irrl;; seg
", ;#i'"fffi:i illi:iil[.,i"i'l:J:l.r ilil# i,l3 n:: Y"H"#,T.xli"iff [ ::","#{ii"1.?,3": 1,",,I :i!:5" f?,il.#ii ;ff ff jJJ'.,:'# l"_*:1":r:nr
:"{:ltry,il1qip"; il.*:n:i,*:l, :ir,:,., ;,;,.,mount lo a standard 4,,
I,; ;;,.;6,#;",:':r:.i?^':J:;:::ii:l ", rrush nrount
- 'i, i, ti':i.il r !j, r.3;,?.ii:.j.1p1ui
l_.:.-.t' ob. Culent 30 ma @ 12v & 25r,A ro_ 2a\totiP. r-leasured In anecno.c rOOm ar l0 teef
Jl"r?;;J::f?i,?rtpur shail meer the currenr requ,rements or
L IBreak1 100€ I Trh
I a.,o Hz Lon,rro* L^1,
| 2UJ Hz Inrtrtuptqc I i '
I aoo-rtloo I a
| 2400 Hz Interrupred I a
24A0 lz r,.)nttr \r,)ut I igstovi,r'/hoop I nc
Svrepl Flequenc,, I ni
Fast WarDte I AAr
NdtA si/^hn .,,"-^-.. a^
I dBA- I oeF T-,rna
tzu z4u llzv [au lvv--;lrrS'"'' rlr,
lL" l:igs s lsz stl n u15 3ol85 y lsz c;l ;i srl9 40 | a; n I s-, sel zc s.r?9 3:leo ss lea rocl ei a;l9 40 I 8e g"
J s: ,ool s, so?? 4uIB6 ez|st erl ;E a:Jso 12alB; tz lv, iil qi aqzo :sla: aslsr ssl ia aJ
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System Sensor Division
780 McCture Road Aurora, illtnois 60504
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SS Serles:
l-ffiffiffi=
J:{':J$$$.%
i+
(312) 851-7330
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\drspsHlls
Series FtrT
FireLockTrvl
PFoDucr DEsc*fprloru check vaives
lt ,, rwi UrL'l utL
'-i1
DIMENSIONS
< i-> <'-9
--
(.
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IJlJorrinal i---i Inches I F r" e
! ' : I ti.'i i-tt .tta;ai ,t.,r.: : llFJ ir"tr,.,t,.a.i Lta|_
. fypicat 10 . 12,
. . V,CIAULTC'rS ArJ tSO 9001 CEFTIFIED COMFANY
,il;tl,#:''''':':ri2 ffi
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FLCW C}IARACTERI$TfCS
!F:l:c -,-
2D,atJr)
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2A 30 40 t0
an
FLOW RATE. G,P,M,
4 A0A 6 0()a n.a00
l AAD 2) lrr|.
a.i ir.i]rr* erBffi fi *jg*.r*jffit$E
JATERf AL SPEcrFtcATtoNS
t'
'-.-.-:
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I * c a':: lltr:trt tfn^,,
!=
I ,1*:i1t '7;i)"?i,,r'.s c.,. !r-,iegrqlFi,shirg dc,ncte, Fqcior,/i,;er or rz5 pSi ,,,riih orho,
I --.=.t.:"..-;:1"'l:i"t' pr.essiie cc'Jsec bv srrees ".,.r0=.or,:
'" r)
"'/rrh oiher
_ Jr::rgce;L",I',-' ,,'Ci,,,s piping sc1,,es ihe n,t'ttt'
:' ier-'rpei'clure chorges.
l-". ,
", "r^i.::" ^^
v :v r!-; rrre ncggrng problem oi Relief i/ct'ie outel
_.. . pc,i, oi;;I"tpifr,;;;?;?T,;3,j:[rJiffL?.",;i;;,]i^I:l:lJfi,ve
cnd rhe Byposs
T.';::::f;;."nis ore incruded in ihe pockose
1'",',i,'i' b Et?Xt"T i il?fiffi n "".rro ry ro r rh e i n sro i io ri o n n r .,...^ ^ ^
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rv{QDEL tOt I MOpEL
Kffiffiffimruffiffieffiiv4ODEL lii I i
V/IrH RELIEF ,/AtVE AIID BYPASS PIPII.JG
r,,ia.SlL i0 I lT
##df iti6$?ifl'ji{ffiil#'$,if,{+'#tifr n: :,
TA p p N G
i0ttT
Ji*t:l:
Ij ': -,-
-
J t?tltl
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r-- I_
!ri:
3-
1/
NC
t4
3
EI
th
'h
h
7
(Jp
CI
ll r-)LE
NS
E
s
o
IC
'ogr
rvE
Lf\ E
rsto
:E
rB
ol
'af
Ofl
lFl
\tt
EN
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Rlrf
qlve s.utr
.1
)16.1,2
1.2 rt
E, 7 t
N EJ
I /1 17 /32. ELo(518)., ESFR(3/4).
MATFRiAL i.-IST
PART:
HANDLE
SIEM
BALL
BODY
VALVE SEAI
iNDIC,TiCR P1 ATF
Ptrl lEtr \/^1,,. ''
eipiss"iiilri,".
BYPASS tue[,rG-
IIATERIAI.;
\IFFI
ROD BRASS
C P BRONZE
BROI.IZE
II,4P-REGI,J ATFD TEFIOI JJIEEL
BRONZE
BRASS
NYLOBRAID
---
-MTffi-
JOB NAME;
ARCHITECT:
ENGINEER;
r"tcf{,T "rl€w
_ rdcaFt I *; I ?_
o,,rp,qtt tEric,];-
1,- j t01 IKE t
.. g :,.t
r0llT
ll ta
roit AND 1011I
F
1 z r i a r.,. j 6 , ,,o.
--
l) t .
I J J | 4 . ,t I o , ,,
^nt\lTn
a ^'^ r
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i,#ffi1
- ,.*-'',,#
ufu. w4ffi#
Standarc
40c pst
wp btr'ffircse h*$E
p31, a "iyr;,V1s69 Sody o EiO,.r,,c:i-Fr;,:l Siei-n n iFF Seaisi.j*ri.-€*+*k Co ld Water
Confcr:ns l._: i\4SS Sp- 1 i C
I,,iATEF]I;\L LISj
sFEClFliAIt0x
I Har dl€ tiui lt^l P)atet1
't.nl2 H aftIE Zir." Plal.,1 iiar .,,rit Fi.,i ..-t rlr!
4 Pactt.A
5 Stem
;1,;:?,:,;:i; ^.'" B.:7j 4jio,, c6e{L.rl
Brals ASTtj A.i6 Dt tSL E.5B4
Allo\ Ce4t1r.)
7 :eat Rii_rs
I Eox/tast etol!.4!iI4 g.5B; A|0,/ CA4iLIC
0r fcf!.,iC 3ia95 isiln E ft4 !ua! :J1i
9 Eadl Erdf)te.e casi Eronlr aslrJ 8,58,1 Atiry c814c0at rut?.g tstzat tSTt.{ 8.12,1 jrli}. J7l
Cli'IENSIONS --.lEilfrs -- eL;AN1, rES
li0ftjraj Ulmensions
Btas3 ;:aTM E.it)
llfn i sbrttlos
2 ?lLltia a)idltl
Kf-530 f.JFl io iipr KT-580
ihreaded
0li:ri
ita:!e rAFptar. Ear Lefltifiel itl lir' lrf.
it. r 3 i.r :ir : ii[
1;' _i l
2 . r: .
j ,::2:, l j
, a',
.t:.i:3': 63,',.
K'i-530 iila.!leciureo r t.lleCC )d.ea.zat iy i l,1€riaJ
NIBCO INC., ELKHABT, INOIANA
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PIPE SPECIFICATIONS
(summary of information from ASTM Annuar Book of standards)
' Intendedfor conveying lrquid gas or vapor. Grade A
Supptied as welded
Adaptable for flanging and bendingphysicat requiremlnti:
J:i:il" Strensth - 48,0oO psi minimum
Yrero Strength _ 30,000 psi minimumttongation in 2 inches _ 1S% to 36%,depending on th+cross
' Grad;T',"ff**ortest specimen -re'v
Must be heat treated to 1000"F or similarphysical requirements
I:i:ir^" Srrength _ 60,0OO psi minimumyield Strength, _ 35 000 psr minimumElongation in 2 inches _,29,SVo toli Sv" depenorng on thecross section al area of test specimen.
. Testing
;,"":,#i,Xr:"st
_ appropriate destructive rests performed during
ff it"i;::l! T".:,ilg is a nondestructive e tectri cal test performed
practice iJ!f,?it
tubing in accordance with stanoari-nsrvr
Hydrostatic Testing is optional and not performed on BMT pipe. permissible Variations
Diameter may vary +l_ 1%frorn tne nominal sizeThickness
[ray not vary more th an -12.so/oof the nomrnar wa,thickness. Notrce ttrat t'trere is no positive torerance on warlth ickness
M a rk i n j ;;i:ff i"lf,ii :? H,: Tlfi m wa' I
packaging is per ASiM ATOO
BfvtT Products: ED?IplpE _ Sc-hedute 40, Schedule 1O
5, .*li ;,.i fi,'ft..'.:i ig:j j; n ;: "
EDDy FLOW _ Schedule 10 Replacement
II-1
May - 9'7
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EDD'THREAD 40 - Lightweight Threadabre pipe with corrosionResisiance Ratios equal to or greater tnai t 0 anc itdoes not have a thread warntno.
ASTM-AZ9S Stand ion for Bla 11
Galvaniz Wel4ed and Sea D
Joining is suitable by the followino:
!ln^T:ry:'g.lt (schedute r 01 - norlo sroove,nrandard-Weight (Schedute 40)_ Cuior Roitplarn-end fittinos
Grade A
Supplied as welded
Adaptable for flanging and bending
Grade B (not made !y BMT)
Must be heat treated to .1000.F
Intended for fire protection use
"The pipe may be bent, but it is not intended for bending made at amorenttemperature wherein the inside oiameter oilhe.bend is ress than twerve timesthe outside diameter of the pipe o"ing buni and successfur bending is a functionof equipment and technique as well a"s pipe propurt,".,.
classification is Type E for Erectric-resistance werded
inc-Coat
g_1Qr Fire
welding, and plain end fittingsgroovtng, threading, welding, and
Physicals
J911it_e Strength _ no requirementyield Strength _ no requirement
Elongation _ no requtrement
Testing
Flattening Test - aporopriate destructive tests performed during manufaciureEddy current testino is a nondestructive erectrical test perrormio on eacn pieceof tubing in accorda-nce with standard ASTM practrce (E309).Hydrostatic Testing is optionar ano not pl.rormeo on gMT pipe
Permissibfe variations (same as 4135 exceplooser on 1 1r2,, &smarer)
II-2
May - 97
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ASTM-AT9S
tinued
Diameter - For pipe 1 112" and under, the oD may not vary more rnan+1 164" (.01 5,,) or _1 /32,, (.031,, \- For pipe 2" and ou"r, tne OD may vary +l-1o/o fromthe nominal size
Thickness may not vary more than -12.50/oof the nominar wa, thickness. As t[?fij:* positive torerance; nominar wa, thickness equars maximum warl
certification of inspection must be suppried by the producer stating that the#,ili?iii;:?:t j:it1xjiffi :;if,?:"J;*$;5."#"#":,lTJisn"".o,o.n"u
Marking for each length of pipe is required
Packaging as raid out in the Bulr Moose Tube company Eddypipe schedure
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BltrlT Products: EDDyplpE _ Schedute 40, Schedule 1O
5. # li uh lfl,,ift 8l',H::Xif, :"J, f""EDD.YfLOW _ Schedute tO Reptacernlntuo?*TIIT? 40 _ Lishtwag!!!re9!abte pipe with corrosionResistance Ratios "qrlt io or greater than 1.0
II.3
May - 97
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U BULL MOOSE TUBE COMPANY
NPS
(in )
NomLnal
OD
_ (u)
Schedules
Nom Wall
Tluckness
(rn)
ID
(n/-I neoretrcal
Wt. per ft
0b)
Pieces
Per
Bund.le
Bundle
\Vergit
_?1_
1t12
1798
194'/
2050
2151
Buadle
25'
r323
2141
2318
2440
2561
1024
167 |
18u
1979
2103
I 3l5 Lltra Eddv 0 065 I l.2o I
0 toe I t, 0e70lle J i0e3
0.126 J 1o9o0133 I rO+s
0 868
I404
i 520
I 600
t 679
61
ol
61
6t
Schedule l0
Eddylrte
Eddfthread 4
ScherLr le dn
L t/4 | t.eso ultra b.ddy
Schedule t0
Eddylite
Eddytluead 40 I
Schedule 40 I;;:-
0 065
0 109
0 119
0 13l
0 140
I 546
I 442
| 438
1 425
r 380
1.107
I 806
r 958
2 139
37
37
37
860
1403
t52I
1662
1766
990
I25I
1620
t 800
199 I
2Lt2
1246
1579
2050
2281
2614
2838
1t/2 i rsoO u rrla Lddy
Eooy f low
Schedule l0
Eddylite
Eddythread 40
Scher r I. 1n
o 065 I r.tsa-l-- r27a0083 I rtsa I| _ r 1610oloe I 1.6s2 i zoasor22 I ren I ,.=r,uiro I t655 I Z.S|Z0.145 I L< tn I:_-' ': I L.tt tv | 2.'7 f$
'37
3l
37
37
37
| 178
i 489
t929
2143
2370
2514
2 vrud ,c{lQy 0.065 | z zdt0.083 | z zzo0109 | tt<'t| -'"'0122 I 2 t47
0 r4L I 2.124
0 r54 I z.oat
,l:-:_=--j-I OU4 I 772032 I zt
2.638 I r z2936 I zt3364 | ;;|'1653 | tt
Eddy Florv
Schedule l0
Eddylite
Eddythread 4C
Schelrrle 4n
1484
1880
2440
2716
3112
33792 t/2 2.87 5
3 500
2.729
r.oJ)
Eddy Flow
Schedule i0
0.083
0 t20
2.47s I tt353r I i,1923
2743
1521
2183
1730
2240
195 I
249A
2289
3265
18 17
2599
2059
2560(24')
Eddy Flow
Schedule l0
3
0.08 3
0 120
3.354
3 260
24
1A
19
I9
l0
4 4 500 EZ FIog
Schedule lO
J
Schedute
I
'*,-
10
10
0 092
0 t20
4 320
4 260
+.JJ)
5 613
9 289
1l i,l
b o.ol)0134 6 357 (24')
2230
(24')
2845
8 6 tlJ)0188 8 249
7
Mav'92
IV-4
I BULL MOOSE rUBEI
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EDDYLITE PIPE
i*:li:;'", ii'ir,'#' ;:" j,. j[::j' i':
;:#r.,1X,,'"', lT,1f ,li' H i,.",*:: I'
.|I
::.::lgi"*:ed to provide ,"*.. Jr,"ro.j"tii
:ffi[,fu f i i, T l.ff li:"r,,L:.;#" J fj
lhe Superior S,rinkler pipe
Corrosion Resistance Ratio (CRR)
Eddylite pipe is nranufa
and A-795 ,p..inrutio.t:red,to AsTM A'135
:I,_p,,:u.q uy' ru.to.y"ilril.l :n T:L^IJ
;1"'.'ffi::';,.,.f1;,.1; :'. '. ,n. L"i"*i
pressures of 300 psl o, i.lr'rttt
having working
AdYantages of Bull Moose Eddylite.r Lighter weight than Schedule 40
lT::::i:*t'r strong, exceeds ASrM A-r35mrnrmum yield and tensile require;; ."-
l:fI, burst strength and corrosion
i,:T:?l.T ratio compareo ro orher
:';tff:ltn, threadable p,pe. ,r.i., * eii*
F,:l- O.:r.g with standard coupiings,nfttngs and valves
Lower sprrnkler system costs
Freight savings
Eddylite offers bener hydraulics than Dyna_Th.read 40+, Super 4Q*i, ,oor,i*.Tid.ii
Schedule +O products.
Standard O.D. dimensions.
yll.,,:,!.y^.ss and weight greater rhan*.;;;., i. ll',n.Tllu.?',1ii.r,''n*.',
;,.Tff:T,,'.', .:Hn - :?Hilj threadabre
' BLT & Dyna-Thread lA are Trade..xL & super 4o "* r*or^,o, )nf,"ot],ir":::::::,::r::
AII informatron conbincd hc.cin ir
[1? ;;:H :
^: I i** :iiil*T ffi : I *d;I##: :'
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Standard UL, CUL
Bundle
1"
1-1/2
2"
1.3.15"
1.660.
1.900'
2.375'
0.74
0.48
o.47
0.3B
13.20
8.48
r.Jo
s.96
o.72
0.60
0.60
0.50
A{
37
37
'7'7
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I @ MOOSE TUBE
I EDDY FLOWIItWRrplnrr^ent.for Schectule I 0I
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Realizrng thc growing
constructton. Bull tr{oos e
products
need of fire protection systems in commercial and residentialTube has added Eddy Flow,to it,s compreirenriu.,,n. of.sprinkler pine
Eddy Fiow is a specialry. engincered replacement for schedulc r0, offering befter florvcnara*ersrics while providing Jesign n.riuiLif rhis proauci i, rnl'uooro"ed, as we, as LrL;:,1;hJi':','l?#"t',*;;"?;;i;i,'r'ir"^..r'."t *i,il*0.#,,.,. sources ror up-ro-
As an added benefit' it is more econonical to use than schedule l0 due to reduced delivery costs::i,ffi,r[iilXfl:.j:ll;H:;; il ;;*', ru.g.,
'D "0,""'0.,
an oppornrnity ror
Dual Ceftified to ASTM A135 and AtgS.
FM approved fot roll grooving and welding lor use in wet sysrcms.
UL and CUL listed for toinino bt)type sprinkter sysrci!"""'" 'y welding or by listed rubber gasketed fitlings /or use n we\. dry, preacuon, and deruge
Ligh(weight ' saves shipping costs, and offers easrer handring.
Can be used with rolt grooved c<
l!::::-,.rr avaitabte in ,, "no ,'uul" ,'":,.,tn:r'r"r':::r::' ::,'::,':,"'"""'
up to 17s psi
tengths -- ' !"e"'r ptvuuceo rn r renton GA end Gerard, Mo. Atsa can be orde.ed in cusronl
Can be supplted rolt gtaoved or ptain end.. Cen be used fot wet end dry syStents.
'Ecdt Ftct, rur o
E .. t, - - AJl tnfotmabon cana;oed herctn ls accurcr- as kno,EU't t loose rub€ rese,.ves he nght( to change product s*",1"r6on rY,!'^,!e
ame ol pubricabon
__-__ .tFe,^26uens wt(haul na6ce and wihout incuning oDttgalon
For ao6111sn;ri6ila ;
at (314) 537,26A0 n
BENEFITS
con ta ct your salesperson
the USA or from Canada laoo) zzs-qcajrooay at
cail (800)
1_
COMPARISON
Corrosron p"s,rtJiE?#
Ins ide Diameter
Eddy Flow Eddy Flow Sc hed u le 40
1 682
2157
2 635
3.260
,@
8824666
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r Wheatland's
fSch edu Ie 10& Sch edule 40I Sprinkler Pipe
!I9re is high quality sprinklei pipe offering you the full range of assurances you require. Both our
Schedule l0 and our Schedule 40 Sprinkler Pipe have passed some of the toughestlab tests ever created
for sprinkler pipe.
Made in America by Wheatland Ttrbe Company
means made to the highest standards for consistent qu-ality,
Approvals
Wheatland's Schedule 10 and Schedule 40 Sprinkler pine is macle
tiom the highesr quality steel in one of rhe nition's moit modern and
most complete pipe manufacturing plants. Our proprietary nrill coating
offers you a clean, conosion and heat resistant surface that outlasts
and outperforms standard lacquer coatings. plus, this coating can be
quickly and easily painted without special preparation. Or it may be
hot dip galvanized to meet FM requirements for dry systems in
-accor_
dance with the zinc coaring specifications of ASTM 4,79-5 or A53.
Gall today for more information, or for the name of your nearest distributor gOO-257-g1g2,
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r UL Listedr FMApproved! ASTM .,4.135, Grade Ar ASTM A795-E
Specifi cations, illusrrated
materials and descriptions are
accurate as known at time of
publication and are subject to
change without notice.
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l'trI Wheatland ruBE coMpANy
' The 6" Schedule 1O is sold under license from another domestic producer
900 Haddon Ave., Collingswood, NJ 08i08 Tel (800) 257-BlBz Fax (g56) 854-0616 www.wheatland.com
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tu?ffiffisT
,+llF Fl I_VI/E L p: lt4f s E R,. TE E. L E T,P o*'*,Jg:;^;;;;NcH
o uru er irmrucs
MERTT M
319 Circle of
ANUFACTURIN
Progress . pottstown.
G CORPORATION
Pgnnsvlva nia 1eAA,t oo< <
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Threads
merhcds i7r crjsli2q 1,./lg,;,
tJ)ttlEr tizE
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oimeffii6ffi orreaponAffiT
1t,t, ti, I .rn,/ 11i,2 I nj2'
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i !-'i: I jF|
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r,tominai
Header
Size
B1
Parl
llumber
0uIel
Lenglh
lnches
c
^lnside I Make
ulamelet J ltn
rncnes ] lnches
-u I tv
1 D,25 | 7LA
Nominat /No;;tOullel I Hc:rr",
slZ€ i Siro l1-.'1
l. parr i ou el
1 riumber
J lenorh
/rnctes
-lcl
Inside
0iametef
InchesDl
up
Inches
1_l
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2
2::ii t
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'!.-Ll
t' >1" t,
{{UrCIl
TEE.LETS fit exacUv on ,h. ri,,
fi?l |X,".?;";J ;:;'ilffi fi f ff.1 ;':
'':
.Iyp* B Mare Threadsrd, wr,lType !,grr Graeve Srd. 1/r/r
lf Vpe {"lH Rotl Groove Sch, jC
0rderinq Data
I]-,^, .t l::t ' J1 .r e tr.tlJ,-,,itir;rJrerhccs ie . rlr6crtn1
,..r.._ ,,..:2 r;1.4,:+:. Te+__r:: -
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,, Wall IInrCkneSs
Sld. Wl I
)t ILI t" 'r . r-_ r-l 1
^-UF.
fhnd I haove
srd [/r. I sld. V/l
12':t I t'tt:
0u tlrt
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ParI
tAale
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- :Tp E_'r:. i I
UADE rr,t u.sl
MERIT MANUFACTURiNG
CORPOHATION
31 9_Circie of progress
?:l:':yl .pennsyrvania-r g+o+ :sr r(01 0)-s27. 400_0 . Fax f or oi si[_i]r,
l.-:= --------__
I ,, . :r.i Lr;ruia.r-rno Lo,cora.,r,r,I
Fax Toil free gOO-Sq3.7013
Fnst'L>t:friing
Mec lt a n i ca ! a r a nc* ilt,t t t ef
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.t)-2,,.;i,,, 1r...,t,,.,i,,ii',r,.'u,rr';i;,,'rrt;',.1,,i,rrr,,i,,,,-,r;...;,;''(. T q,,l.er,trt,. )riit)r.rrtl.,, ,)r,i;',gi;-;;i:iri,i,:!ii:1,,,1i,,,':iii,,,',,1:1'1,,,ii.,!i.'',',''
':r'i';iZ?lt':"i!i:r1 rz1qrv' ,t . .t,,: .i lrt,.tt .- ,.c,,,,,,i,i,,tu,t
Gt'uv-Flanqe
1 -.)p+- '.r t bri,.,-Flart,:q ;ntl r,
- c i-,,' ! .;,,,,', )'.',:=, i,'.' ! ":' ":, - l t''- ,n* 4,'ru,,t i. + - r,Jo..1
' ',","!:J),',,'ti,o!:',1!::1,1,,i,,,;';ii-:!:i :;:''::,::'',')u,,1!'["0'nnu,o
' il:i:.': l!!:::i,l,ir'r,,;;.'!,r""[;::,.::,;t;:i:":,7,,:i?""{!.i:.t ,t,n ;
.+ Press ihe easre nl2, r;2,1qy 7.,2,_ lnaeri a si^n.r,..r _,_..^ - , 'u'uan lhE otpe a Lt at,.l Flantle re,-e::
i,',',! l' "il. :,.': : .lt ;
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: J
"1,')l ; [,,i.,1'; i,'' ] :,lo',,',,'', i.rJ! lLrrned. A.JO |,ia rsnta n| rq !t?nda,deret )ry L)t-)r)t taCes ce,nta"t, .,L1?'lg: bolts and tighten dI n!/rs
Jornt torque vaiues,:; ;i,""0,f tac+ s,- -..t
"r-i, : : ; ii ;:.'i,i, i ;::;,_"1#;
Styte
Product
100
*'ri:.'.'ergh: Ccr.lpi r^ g
!,,aa
Pet:::nQ C::c,h.:
500
Flcio CoL
Pipe
Size
lnches
FM Approved.pSl
std. wr.
Pipe
I1,lU 5004tj
30c
Std. Wt. I t-iShl*.Ll
HlPe I Pina i
5C0
30c
1,f,r/t i iJ l,!'.2-,,-
<3L'
it3
Ji ll
250
I ', - ;,j--..---..---'i-e :-7 : - .1 := --....,'..l'.'T,F "- ,.!,' =
'-t '- = "'::1:':+ :: "t
l,i -: ,.:='-:.; ::
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UL Ratings-pSl
'g ro L.l0 up, j n,_r t'f ../3
Gicc,iec tsiunch Ouilai
1.,a...
th-rt * t ,t,250
aa\)
25A 25a
160
Branch Ou.lletThreacied 2 x 1tz
ThruBx4 250
1000 1010, rroo. ftoo, tsoo
urooved Fittings 1-1t4 - I 500 500 500
l,o,u.i',1"'r,otuo=u,o"
' :: "': -' ' :':1"'
| ;,:;.. .:;';;.;,t-,,i,'
r..' --1':
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HOLL GROOVE
a 'a a .:.-:-.:-,._.^.,
Groovet-w_ioth
J a,oou, 3--
j-,''.:,= ,'u ,.. ";;;:'"' -.-''--ree€.v'drrrere' c3^s1^et, ot;"-t:Y;ltn /ctoor.: 6 7 ': " . . : ct rn"rl" - -r1- --r rear -- '* 'i11 ""'"""','j''lj:iifj'3ff1'. t*,,fl,"I, u: :,-_' rnches rBasic_g"a.l;:,;n";mffiq,^,,11 r.$ffiff.#'tidi
-', o. ,; ;tt,, ''tt i trtt' -- ! i -1i4 f , uoo ffi' ,J Flarc:...,,._=-. .-'^ l'"'JU j'L.a16 l0ni6 lO.OZsln-.'"i^..,",f--^--]---1--:::::/-1-1\l_lC JDramelerI ', ' tf ,;i:'l!i ! ',1'.
l:i1i
0.1 40
r'.1'= . ti =n.t ,, ! ;^- l'otJ..:' ,r :J rh.^,,^- 1 :.LD lj.\OA
- i-if 't: +n.t ,-, ! .n_ j^-:-J lrv vlr l-u.tizg 10.6?5 l0.313lr,.tnnl",^^l^-"'-1",o, lu.Ub5i0.tS4
I ,,, u;:.,;,'i,:y,'ii,T l'i" iii';/jr#l3;;il;;;ii;i:/ {:i;li;ih sff/;ffi /lffilijtr
=in,'1,? ,,"t,7 :''."'" / t 'roo /iioJ 0.188
.1a".,',': '' 'a a t J4 i- ."" 1ucuu1+u056 l-0.031 ioazslo3tsl n^ool ;;;;i::liiuoas loos:fo.zoss Jsso:| ,;:,,r,,;r, ,,,;:,l;i,;/_siii/3fl I l;z:ll:::l::iliii;ri;til:'3il l;:;g/j;:;-: j-,
-:l :i;J ,ro .-.p, I E le.nS,.,a.1-rr,at i,'i,'"2 , roo luJoo
""r' ,"' i zt,, lr;r;l;;;;;l:i:,:!::::lostzlota+! zzsoi;;'; l;;;; l;:::1:11:
0.2'1 I
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.C;otU|nn4.'.''.-..)|=4rIlQr|':ea||crt'trga.vq|i''|||.'.)s.pani.s.alecir|'|..|
|,;tl.'..',+ i,t.Jih ocuatJt,)l rtr:tttta ir, t,a it.. , : -
JrrI r-nrpc gt.rase artd rust nrust be rsrnt-,,,o7I :'' :,,r. .-n, '.'t -r': : !-: : - , . t..ll:., ,- - -) 5 r - sl ,..,1 -- .al= 'fial .la , , ,, -^...'^','
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=,?!.i\r,!,. "-
- 'at I tYttete
"/rtf prop';r .i)r)t'.,g atscriDt,l. a.tncr aI
_Cotuna g . - !-:i ir )t-' tital i:a .a E'aa\.a,. .r.' i-- i.rl ?fai :1 Ll ,r,.:.t ir. ..''
I
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trrtli..s l,,1eahai c:i
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3tol:..: ?11 ;-.,s<;-"a ratec bt-: :: 'l-+ i :2,. l'''l,..,. 0,r,"...: .ii ...:: ;,:--^.,:,,., _,,":u1. r.r=r.fr
p il n kt o n
in r/all sieel siheiiiI prspic/rn
Fittin
ft!'
alr0nmanuiacilred ior t!'- :'- a . --f alI
I
traI'Jpr
+C.a16
+Q,019
+0 .A24
+0.029
+0.030
f U,UJJ
+4.Q45
+0.056
+0.0 5 6
+0.063
+0.063
+0.063
TU,UDJ
0 0i6
-0.0 1 9
-0.a24
-4.429
-0 430
0.031
-Q.031
-0.031
-0.031
-0 03l
-au|
0 031
-0.031
u. ol)
0.625
tJ,o1i)
0.525
0 625
0 625
0.625
u.oz)
v.al5
U,OZJ
U,\) IJ
n'41?.
n ?1,!
n'71 a
n 11a
n ?7R
n Q76
U.J/5
U.J /:]
0.438
0.438
a 281
0.281
0.344
0 344
4 344
0.344
0.344
0.344
a.344
0.344
0.344
4.469
0 4Aq
I,JJ)
1.//5
1.<)U
2.72A
2,845
3.344
4.334
5.334
5.39s
6.330
o.4J5
7.816
8.441
-Onlc
.0.01 5
-0 015
-0 01A
-0.018
,0 0tB
-0.020
-0.020
.4.022
-0.022
-0 022
-0.025
0.025
0 063
0 063
0.063
0.078
4.078
0 078
0.083
0.083
0.084
IJ.UOJ
u. uo il
0.a92
0 092
0.065
0,065
0.065
0.083
0,083
0.083
0.083
0. 109
0 109
0.109
0 109
0. 109
0. 109
1.77
2.01
2.48
)ae
3. 10
.l OU
4.60
5.60
cbb
obu
673
8.17
8.80
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gs. lncofE,oraled pottsto,u,rn, pA 1g464
Grccved products as
ffilgggw ffisssffitr ffirpssptesffd#-
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STYLE 5 ,,UL
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-::a-
/-\../ u< ..a =! -.1-/Y l.^Y -'--- - .tulv, , =:-,^.. :- -:. =__"_:-:: ^FtrPa,=o
I l-
_*l l*_
Pipe,nch
Patl
Nu m ber
ftlax.
Worl
Press.'
psi / kPa
A llow
Pipe End
Sep. +
in. ,'mm
l\,lar.0eflectioi
lr0rr Cenler Line+
0eg. Perl pipe
Coun | ^
tr ,',', -
N0.
Boll/Nut s
fleq.-Size
Incn
0jnensiors in. ,irrlrn
" -t-r-llom.
Size
1.1/,1
I 1-1t2t___I2
I
I z.1tz
If- r ;;-+
ili-----
- --l- --
---*
.',2 D
Aptx.
wot.
Each
lb ltgr.66 12125 6 n
2B IA
300
2010
1t8
3 1€
4..19 .90 75 212 .lt9 | 2 262 lr-J 104 | 1sj
_l_ro3 | a5.o
1.S0
{a 3
603
2.815
12150 130
118
3 18
3".46'66 2n .318 \ 2
71 S
3.31
425
108
r81
450
1.311220aJUU
2 070
300
zAiA
3 1!
0.62 52 22.318x2 .64
1r6
I .83
067
.48
1/8
3 r€
2t 29 052 .ll 2i2.3i8xz 3. E1
4.02
1nn ,
3.00
76 i
350
l_;
ll.l J
'tl',':
0 625
i6a 3
b tJ 183 174
0.77
1230n
i 300: 2cil:
300
300
3.,f 050 42'2i2 . 3tE t z
122
5.81
lJ7
r.!J
165
1.t3
J65
2.20
r00
1a)
,r ji
'r /a ,3'.1i
a15
r ,,J 2'.ii
o::
2 0i3 Z6 i 2,2-3tatZ.l,l
;;in.tt;zn 1i3;
z1tL 74 104 |
ili I
3 5t r
2A1
51 .0
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rnsure a pressure tight loinr
3'a^",,;.i.;iil,;: :'-:l,i;T;ijX yje searanr o' a
I
rhe folro',ing chart shorrys that pipe threaded into National
J::^:::la 3,a0. threaded ductire rron ,,,,,ng., ,r,or,o"r;nu ,o
lirree ro r0ur ilrreads hand.tight lf this cannot be a..omjishedlhe threads should be exam
fi^Il,.j,- ." '',* " ,..n l,!ii illili.';j?l',?lIl;.i:Llli
I ,r'/rencn are required.
_ [ a teak is detected after lime is allowed ior the sealant toJt. rr should be remembered rhat any effort,o ,,nnlrli5u,1l,I stop.rhe teak acluaily breaks the'seal ,ri ,i,. ,*r,U ,n.,j /er lighlenrnq will cause thrr
1 " r. " "s, i;", ;; ", r* J ;",I.iil;lX, l l: 5ffi :; T::::1aprreo. and tiq hte ned
Ji:::"::ilrr.niil::. to be adjusted ro a|ow the above
]wnurwrn Spscwrcartov
I nreaded f ittings from 1/2,, thr
l:',1,1;ii*oJffillt8H;::;i|.'iJffff5,.::3::*]:?ji,:1'_:dFit,ns_s conformingrorherequilsrl/ A536 Grade 65-45-1
--v € J"o" u€ rrre )nrelo 300 Ductile lron Threaded Fittings, conforming to the requrrenrentsr 3. crass 150 specirication
':?';:?:n: i:.-?;1lll":'*Itnsti unJreri, '[.n.i,.'r Dimensions shar conrorrn ro ANsrj-^lt::d. Fire shield 3ooi ru' rrrrcdueo rrnrngs and threads shall conform to ANsl B1 e0.r Npr tape,eo
;ec-states ani ;;;;,;;,'#i;,J"il,iJ:l'g:*1,i::::::"i11';11i!l# ii uno.,*,it",s Laboraror es rnc ooti]1ec states ,";;;.;,.,,,"j:i[:i:"il,i,:l'g:,'11:,::::;:l,i::'?j,,lij.;.:.,.:,!:ff:-**:Xlffiinlfi:
| -:l 11e Pr:iecl'on Assocration Builetin i 3 ieicl 6diii^h i^^1 ,i.-, ,,raf ron Butletrn 13. ra issl 3di
:?: . l:. :,:::1 ]
h o s e € pp L ca ti c n s e m o I o yi n s 0r.. o, ., r,r,, i n fr r;,j, ; il iln
liH:,Ti1il,':,,il,:fj.J'':ji::glli:!^',*;.i,.;.'.ilq1ili.,?T:x.iT;il:i.f;Tli#.i
l; :.i:X': :,il:. iTi: l": I
I
rnents of thei c.. Fi:3 Srieti 3C0. c,r
'arional
.i,tinS, f,.,.-'p;;i;;r;;1#:;,, r,
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DISTRIBUTED BY
FIEE f,FIIELE 3OO,
National Fittings, lncorporated
_ 3j9 Circle of progress
lglgtgwn pennsytvaniir g+o+_se I r(610) 327-4000 . Fax (610) 970_9282
Fax Toil Free g00-54i-ZOrg
.rt, t-l IP?ttrr
NPT TAPERED PIPE THREADS
Length of Effective Threads
0 32U 4 4e
a 319i4 75
t.Aaai4 6Q
a 420t4 83
0 42At4 a3
() 436/5 A1
0 682/5 46
0 766/6.13
a 844/6 75
0 21413.0t
a 2143.00
D 2iu3 ac
0 270/3 AA
Q.2i0/3.aa
t) 27C/3 Dr)
0.25A/2.0a
0.25At2 00
a 25At2 A0
c 53J,/i 18
| 553ti 75
0.6 r-Arl 60
0.690/7 83
D 69A/7 .83
r) 706t3 a1
4.932/i.46
r 015/t t3
1 494t8 t5
0 534/7.47
a 546/; 64
a.6Pr3/i a5
Q 707 /a13
0 t24/a 32
D i57 t9 ,.0
1 13€/9 t0
i .?0at9.6A
r.300/10 10
;
i,, rr"r
";;iFil;os n,il;;;
<..F M >
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-.r r,..i.i{1*:\ i a_trj i, liilj
iir, i', i Dui.,'.-{x'ii-lj
I-,.tttV llenu.e_r t1 _f F .; I+ l,j
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,---.-- -i--, j, I Iill.!'^ l l I:. I :.
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j.t_J"
itt, t1 lr,t. -i--' . l-; , --' --.'-
l'' 1-#+;;f--i'-*----l
llotJel #130
Sr.rr.ice li/eight Slviyel
Ring Hanger (NFpA Rocl Sizr.sr
F: - -
I
j'
5lZ[ R-.\NrjE: L],'rhru i, rjt])e srze.i
trIATERlAl.: pre _qalranrze,J rarbirrr sreel .ritl.r zrrr. el.,.rr.,pl3t.. in:elr irLri{PPRaJ\:"\L: f a!r(.,ri, lvlurLr,ri {F}i r
LJSTINTj: JL lrsr: j r,, l. S ;r.:J,_d,.r.,rjn ,,ftr. ::", lrrti:
I,larir farturer< S ranLjar,lr:ar:on Sc ciet., ..\NS JitrlSa-rr_r_,_, i- ; i lir l:ll '" ', .-.i.-.. - f':j stall in r:r rr,jari.i ,\:th .{\_SJ/,}lSS_Sp-69,
StR|ICEr Pin: sLipr:,r-: :iarrLrfr cture i t,: u:l r:titil:urn r,,i :i:::
u5t Wootl Sammy
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Lt+- i
Page 2 of 4
t se #l{ \ut Driver tltem #100t
Itent
No \ I odel Rod
Size
shk
Diarrr
shk
Len
F\I
f'es t
Load
(lb;
UL
Test
Load
(lb )
UL/F}I
Pipe
Size
.{ctual
Pullo u t
Note: 3:.e ..:t
,a -'-i i,\a)., 2' :i
| ,)a 1a-a.-
i, L'teL, :ieiir,,.,
(': taat?. ii,2t', ?'
'a1" ta: a,lr::., Z:i a:.
3t'
| .)t | ,lg^ .?-.1 ,. .: ,
i (.r u5t..,f
-1 9
i6
i,a 34 56.1i - 6 Pl,,'
il CST I.]t 8-
16
tI 2Ioi-',tao:;n
570t - l" p1t
',, (,:',1.'GST ]O
19
l5
l/o ?940:3l',t/"I- 5()tt - Fr
#14
Item #100
iti)11 GST t5-380 3'8-
16 3/8 2L/z 1_i00F 1 llil#-Fir
ll GSI lrr 3,8
16
,,/o )150()i A-4 2060r - Fi
]0)GST 1I)I /8-
t6
t,4 I 218()# Fn
I4 CSI 60 i,8-
I6 ,/4 ())23()i+ , Fi
Note: l"it .h' rt-1ii..i ir,- i!:.-!l
i,,, . i .,,,11i, 1,".:rt:.
I se Fl+S\\ Nur l.iuiilltci ctOt
Shank
Diameter
Shank Actual
Pullout
t760tt - Fi
GSItiJ8r)lllSh - Fir
#l4sw
Item # 1t] 1
lll5! _ F;.
It^
I180# - Fir
F\l-:rrrn.nr.,.,l
.-i-
-
ur-ti.r=F-==_=__--.-
.ii irlab,e i,, ,,.*:"llloJ-=-
u \ !Jrrr,ur.\ _.'. )-anoard lrox quantlt\ 1ii. e.,,.cf r \1.\ere ]
so indicated. I
s
GST - Wood San-lmv
Installation Diagrams
Page 3 of4I
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Composite Joist Irr!lh|.:
'lrnit I i 1/ ld !:
:-i
.)
':;
'.-i
::-l -i-n
z
,.. .{
{ii:
2 i,. i:1it.,l \- ;;'"; '"l-1,.,-rlr,l :. -t , :, +t: j;l- 'r'.,-
- ' )arrfi, 4'"Lrn',Fti ;- i:l:t.is,tot, ,i; i" -;);ilir,.q i ja,j. t a,;:..- ' ;
:l"ajI
l? /t
ral I
il:t r.,;_il-:
\
55
::2
CorrsLrlt tmss nranu fac rLtrer tbr
rec()ntnlended rnstallation pLrint.
See ! pcr ::r_.1 -I1'1 1 g:.
'i : \- . .:, .. , ..jt: :t, r,; liJ.,:.,,
Installation per NFpA 13
''. i',:r:iij .. i:1a'.,,tt..:t.t'..
Ins tallation Instructions
Ir... -r. -: , . F, ^j i.- .\ ,1, -,...i.r '_- 11_j lfl.A\iiItgS l ir s1;1!l4qqr1 Iil5rllictiols
,,.':i .,i t.t"t.,,'.:.:1,,':,, I :'-:,,., t.,i
',:..:, ., t,tii' .r, ,,;1
Step 3
Position drill ancl begin installarron:
a.
b.
tbr instaJling GST. drill should be rn a
', enical positton.
for installing SWG drill should be in a
horizontal positioll at a right angle ro
the smctural nrenrber
a.
b.
S tep 'l
\\''hen rhe nur drir,er spins freeJi, on the cap ofthe sL-re\r' rnsrallauon is conrplete.
Step 5
Scren' is nou ready, to receive t,4,' .3/gt, - yz,,
or netric all diread rod or bolt stock.
l" ++^. /t,
I Sit,fs ry l4frnr;aqi,i14
J\!\i- \\,OOO J \!
-fi tsri?r??S $uprr f -.$
Ef yf Is'"'
Fluarblng "
Page I of3I
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Ite nr
)o
[ . '' -'''. -]i: ari ,;;1,., i; t" . ryLy;:2;,,1
il,\'l.,t{-: - ',t',louJ i\j',!
ll ote: 5i,'e.,.,s
ri,iS iil a ii 2' n
ieiigiii +irll be
lrlaieai ).,e ji()\rl.
Gr-eaie r thari 2'
are clear zrnc
per
r:r
.{ctual
Shear/Pullout
FF;
Self drrllin-u & self-tapping inro wood ^,.H*.""Wood Sidewinder -
hank I Shank
iameterl Length
Rod
Size
L,L
Test
Load
UL
Pipe
Size
:l':' ..r-1,1 'l 1*,
Item # 101
tise #I4S\\'\ur Driver (tterrr #l0l )
t\Iodel Sh ank
Dianreter
Shank
Length
Actual
Sh car Pullorrt
S\\'G l{')()1, -+-l r)
i + lll 1 ll5+ - Fir
llff6,,/ri^rjrr:
)Iodel
^^.n i Q \r,r/-: L16.
' .i-i, i irI: :1: l:!!i i,;:... i j
Ins talla tion per NFpA lJ
li. il,::i;:' ,:.y,; ,,, 11, s;y;1 ;-.
Page 2 of 3
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i it.ii:).i1-(i'. l'.ri .ii(rl. l.;1-.;tiii'(753 I(b)
Installation Diagrams
fln+r .tri.1 <
,..3r'
Composite Joist
C onsult truss rnanufacrurer fbr
recoui nrended rns ta liatrern point
See !pg,::a i )ots
Lr
il
, ffi;;jffi
H I i::.lt tii -. t. ' :_l',
'o i.
ai- l7 L
.I : i ;,-l I
-=;, r a Ih i55 I* Esw: !:*-3i
Installation Instructions
See Figures 1 - I (vertical) utttl Il - l4
b i:,i::il'E€Ji.3',:1
l
t'
:EI
ffi.:jW.,
#14S\\''
Item # 10I
l8 SWG IrJ 3 8 t6 t/o I
tll I9 S\\'C 2..]l.q - 16 .,,s 1 1lirj'J 1715+ - Fir
i:j )6,s\r'c t5 380 3 8 - t6 .1 3 )'t't l iOtr:4 2219# - F i
li a 5\\i G i0 38 16 !,/4
F\i-approved.
UL-Irsted
s A r. ailab le in Starnless Sreel
I llc,.\ qrLaitlrl\. Li. Stantlard bor rlLrantiti.. ll_i. erccpt u,.her.e
so rndicated,
Nd la..€ tla.r I namindleidh
i1 1i2'l up iE I ,il?' pipe: not hist.ni'nrminCrridth { &S pip,
\4"ood Samml'(GST)
Self drilline &
. \4'ood Sidewinder (SWG)
self-tapping into rvood
nttp :ii www.samlnvsuperscrew. corn/S WG.htm
Step 3
) t)1 t) ooa
SWC - W'ood SW
( lt o r iZo n t a 0 oJ i,: r t1 i i at tt i 1 t.s: r a li u ti o t t
nttli]!a:tio!]: for more diagrams anrl
illu strations,
Step 1
hsen the apprr:priare nut drir er intc, a 3,,g,' or
%'r portable drrll:
a. Lrse Fl4 NLrl Dn,, er. frrr GST lnr 3ig"
ancl rAt' rod:
b. use ii4S\\'Nur Drivel fbr S\\/G. and
ILr GST tbr tA"
rr_,d.
Step 2
Insert the scre\\ into rhe nut drir er. Nou. vou
are read\, to rnstail the screw.
| [nsl;r1]at rr-,n lnstrur iir,rrs
i'i i,,rt I ,-i u lt r '- f,-.,
Position drili and begin insrallarron:
a. lbr installine GST. dnll should be in a
Ieflrcal p65i1j6n;
b for installing S\!'G drill should be rn a
horizorrral positron at a righr angle to
the strucn_rral rre mber.
Step 4
\lihen rhe nur dri\ er spins lreell, on the cap oftite scre\t installatron is complere.
S tep 5
Screrv is nori, ready, to recei\ e Y,tr, ,3lgt, , tf',
or metric all tlu-ead rod or bolt srocr.
F Salct]' inl,rr-]]ratrcrn
Page 3 of3t
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-rih ': e lt r-, i: f,.
!: ':,lt: Tr:,f l i-:-i,i itrrri t As; rt rt rrretil
'-.:T - 1""i-,r-r:, i,:tif *rt j,
nLli llf iine
:i,:rririiir 13addle
[5T - l]tee | :l:rrrm,i
iE ll-iarrrrri,i
i_:;:r!.rIiF: , :;l r;.: i ,-ii,,1,,
liiiJ',/i_.; - i_. r11ir-11rl1p !,fr,r,,
':if lli1r1 g ',,, 111 'j.,1
Infbnnation: sublnit a te+Uest or contact. drrtntg(rrit\\ buileler-eqm
1D
Last rtloclifled 'lune o" 'tltt-. ia11 1l-I in rniieper.-1enr. n,:n-1.r, fir cr,nrenr rzr,nq ( fslnrz,rion.
,, ..i . .i.,,, -. ..
,
'!3Lir-'*J:Lr ei''<sao'ro'"'ro'ur'o'-'f'nJt'jll.l**:'1,.:;1,i:.ii.:r1.'.=1"i;'":"#I,':;;:.r.';!,.",,,.d,,u
For,.ro,e;urbnnariona=bour
L r+,.. / /,,,r,,,.,
Siri rr: ri :,:,: 1;., r,; ,l .t r r,. -;;; ,- 1,_ \lr lp :r.rrh q!es:i4ls ar c.rnu.renl) abcirt the ri elpage
S izes;
S ys tem Requirements and Limitetions
ii :'6 r,r i_,ieiili 5l_t-r.rr,ii, :r:r;, ,: ..t-:, -aa-t l --.: -. --'-.::1,. ..| ). ., ' 'a a,.-.;t
=a;_;i
| .,,:,.- | )i.Fi t(:, : a. a .a:
--... I
: I.t' , -' i. .C=. -, . a
i.,= rti a: t.tf I e tlF .:a-t:-ilt.,;ii, a,,t).-,,: aa.) t-iE ...a! tt |\''nCF titLf: ettl'tLale.)t tlLa) r.f;:,ill- j,:tiF.,
|18 i i-r-'-1_r nLeLi, j t)t_jt' j Dt:dl f ,"A ltl i ;r-rtt-.Or I i,r| S r i rltrtat iF, a,],i q,leSltfit rS CDfiCp,t i ftq iltE 63.1e., ,, ,
,
,
:-,1'e d
Maintenance
| ru$TA il.ATf 0tu I t1J sTF U0Tt 0tu$
lf th€ lilling cup is above the highest sFrinkie,,, use
the following installation pr0ce0ure:
- i-'t)l -:'.,..'.
': )):; ,-,e a-t_, ,tJi t: i : -:-
i ir',)
- .:
I,
I
- ::'-
. -'f-j.:.j:r.e, -,, .-''-'-. -
'-.' :...:1 .' L: a. .. :_. r-_.
: ., -.'- : .:.t '
lf the filling cup is N0T above the highest
sprinkler; uge one of the following iristallat;on
p foc edures:
i Atlrninlsirl FtreFrqlr;er- Gt_ r,i F rel-iairler pG tlrliE ltr!lhes,t !ilfjrklEi branch lrr E lsr.t(l a iriirr,,,t'Ctil Tr^re r,lt t.)t., QtDe tfto-ticl irE filled titic.lctu, :fre
'.lJ '-. r: :9 '.0/.,- rt, .i r.,:t,at:J .r. ,a.,;8 i: c a Lr s e r,j p r;i' 121 t 1 66! 5 i.!i. t) t,i., a._ii | | | ) | : : eFrlrFrohre' GL anCl Ftr,e Figitr er ?i) r-::tt r:i ea.r
fJ0,/,r{r rr\,'€r. illt-p 5/sIelf l5 3]toUld rje te,,,i,lal ;a
iel,ei fiirrE ;he ievel il ftapz?. [_rr Oirjcr.r!ri al th,,il-iecri r lirft Of taitl. free:;q SealOn
ii- ;;---i .1,g frgele rrrDiectrr,n e,ri,i lf Fi.eF,Et i.-llL Lrse a l iydron-:etrr lo determrne []- e 5!rErlirc
ctra,r L,i af thE 5{_rlrt 0| i0 i.r.,aini.!r| a l5 F ilOy,,,''' -ltl_L: , if 1 -_.1:,11 -1 .J .,..:/ 0j I cL 1r.1, :L5''-r Ci LF r;ll- -r;
To f t;t ilro fr pF:p 'rrr',,o.r--" --- L I E 9' 't''9tr: ..'rr: .,5€ d nidronieief [C :]eLe.mrl.te ,j f e Snitri i1'at a.t ii ile soi,-ii,o'. h,.-et,.:ii,it 3, t5. .,ic,..- :.::.. '
.
i:l::r :c_'i =-., :. - - ..tr .--._:- ?l
: -- _ _E _-i_ : l-
..-:-,-: ::: --t a::_:: -. ::: ---e ._:,_i- a=::.:_-::. : -::. :-:: l:: T :.:ar .,trIt -j:: . r-' ::' r'-:,'-. :_:.: .::.-:= :. -_:: .- :-: j.::-: -:- _-:-!
! Tr?i'rl'r the 5p il.jklei irraOs ar ;r l
flr6r l,E[] il'l :rnt I Lire tjr-0tJ fjrIe anr:l
ti Lle a]]\te i a1,,,{: +'t ar.e ,- jllDl,r
,t i_iase ta r i"t Ctose tl r r llrnE,.,alvr: Slo,r,riV operr Lltc sultllt,/ ral!,e
ll r:
hEiiil A;a t
F 1 rrl ili _.
ii ai:r i..t li:1,,
1.1t u a 5,1611 pJrrn i.a aoci F r,eFrql_ter GL Lrr
F;reF qlttei PG f o :ie -:,i Siert, at al-E , er,.re ra"iis.l#2 r ;t'g ii i cli'3r.-- 51 1;,.
! iter il-E.ialif
!11tr !ll:irrrf, rri
il0l n 8aI-ir,tr,
\llll-iE
iriiHtAim Aflr!
Slrr i: er N:ad
Lpaic raS
lrid ic a i ll
\ r-.1 ,^i iaive
0rcl i ft nrir
7 | rA1l-1
ii2"s
L
Check Vaive I
fl '32" hole rn Ctoopefl___ l
II-
l'.) r,trnr,ur,o
'r' ,',,, 3clut'r.t"
I i,lI 4..'l
lr') tila|
i./) tvtii./ ta -'-vt--'t l---r:1-- ''-t^
L_ Uratn Valve
P easE tr.r'r I0 oacl DAne lor aco,tron8r rrlornatron
Fireiighter lit
F tEli.r:: !L : : i:'1,'ie,i,re i_j.,:e:,, j::aa. :
.' ': , ,'," ':" ' :- .i-' . --i:, . ,,. ,..- .
: .)r'L - _ --,,! i-i
I i ' :,_l a:i-i! . '. '
' '-: i ' :
'
a,/ +.'r!qtttei. Pij
- . l: .rf i ! i i-,G .r i:t ?: 1p.1 g, ,p- al iall ,.,atlaaj
taar a rillt cit _! ,tlrlNr.ar
i-.r ie rf., tn all .tDtrlar4j
rl i:: fli :{-ri ijttle r:rl,!: a l,:i,t.|,1 ri "ft \ta..- 'Lt I a!-, !.i -,F,/a
-i."- r.tl-\,
-r- i: ll E-iE, f:
Typical Fhysical Properties of firetighter GL anl
Firelighter" PG
i 'a'-'r -r'
,.,4 ,:E
I I :-
!?F
.15. F
a.t -
,15' i
..C' F
fr04 Heferences
litr:'rie':e Gr.,aol
,j'liii.el
'J 5:,0'.,L'l EBa[;r,i [,I Lr]:rtL
Fi,rsf rl- tt,i o.
:l,re
'. ''.) I'
-- ' :'-ir-:. -: ,;
a,a,i\l_il)r),_a)
rll
ft,l llr - Pn ,ri rf
//\inlts lri rE1'tc !.e,,srtTg
t-1Fa1
i 7'l p1r11r1 [ 1611
': zt '1t 1-11 I
l\r1 rl,rT11i1-1-' ,,q 11rq1
T..,.-,^-,. -, .-^t- tJtt c1 .,t i
lf larcl Fretz:c l
i.,, ,, -.-.^!Ur \ 'Lt ::rT
iPerrskv i',larten s
f,10:e.j lluol
Fla:h PO r-rr
tr:Pln:
a)-,)
I aar.
F ttr
,..'.''
f lamnrahiliry
! r rFrli:rel GL a ,l F raat-tf;er ?E or t .,01
'3iirtaille s nce i'rEr l-3116 -11 1-65:11, "r1 r , 6.1i! rr'. '-i_,!e ;ei. i-'lti prli;-;iis iar i=Sf a- ltr_,. : !
,i-f ,,, aiEi C0riiErI S I rtirrJiE!.od rrfr l,ja
'a:a. a;r:t 5 i"rl-'F! irtr :flral_rCL:l
Ioxicological, E nviro n mental and H ea lth
Inf o rmatio n
. ':.,a ll
,..-
i.-- -"^--
i3L' F
400 F -a :- l
- =- '.- :__ -._ ::!-.. :l _ .-a-',-.cS: ,-t a-.:9 i- 5i3._15; ".,.,1..,a_ a _::
=-= _ - :- _. -. Ii
-a^': -- :-a: . :r -:: -l.a :-:!E :^i
__i€_:
Hug O3 O4 O2:38p
APPLICATIoN WLL ItIoTBE ACCEPTED IF INCoMPLETE oR
Fire Sprlntler sf,op O
.T:i"l.ii."lyg?-Fl"_f lplins-.permlippricationwrurAoe;il;iil'-"-llhout this Informafion:
Registerqd E
cut
GOMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials)
RECEI YED
UJ
,,M
75 S. Frontage Rd.
Vail, Golorado 81rVaif, G
Contact or vlsit com for #
**********:l********it''*************s***FOR OFFICE USE ONLY******.*!t*********r*:r.*******ir*******
p.3
Project f:ol-6Boo
Bulldlng Permit #:eNfSprinltler Permit #:
.E.T. Level lll (min) stamp.
Gontraclor.
CONTRACTOR TNFORMATIOTI'
Fire Sprinkler own of Vail Reg. No.:
suooivision: Ftrdd k Cra1a
Location of work: (i.e., floor, unii #,
Approvad es Suh'rlttsd D
WorkClass: New( ) Adrug.g9gl1:J- Repair( ) iR'*ro_rrr( ) other( )
Type of Bldg.: Stngle-famity ( ) Two-famlty ( )( ) Commerciat ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:
Does a Fire Atarm EGt--Yesl-J-N6'i Exlst: Yes( ) XoTl
trVoil'dutsrcd!ail-ORMSt pliRl, TSAPRNpliRM.DOC
tlffrlUrrr.r:
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
tFlrtFra|t75 S. Frontage Rd.
allh ffi*d-t
,,*ffifl REVrsroN ro rowN oF vArL tEf,Gp-EBlr/rr
Vail, Colorado 81657
coNrRAcroR rNFoRMAlo* FA .Sl. eI .
General Contractor:
Are- $Tffi Cr.rr fr Town of Vail Reg. l{o.:
3?o- 3 Contact and Phone #ts:
f -303. Ur -JQol
ATTENTION: JR, CHARLIE, GREG, DORIS
Contractor Signature:
GOMPLETE REVISED VALUATIONS FOR PERMIT (Labor & Materials
REVISED AMOUNT: $ELECTRICAL:S OTHER:$
PLUMBING: $MECHANICAL:$REVISED TOTAL: $
For Parcel # Contact Easle CounfyAssessors Office at 970-328-8640 or visit
P"a!Ga'-t Ltr4{6{o- i, ap oJ.
JobName:ll[dJlo Cn h lltgiint '"'rElff'N. Fuxiler'- al t,u3l
Legal Description Lot:Block:
!t
Filing:Subdivision:
Owners Name:Address:Phone:
ArchitecVDesigner:Address:Phone:
Engineer:Address:Phone:
R REVISIONS:YAIL ff PE DIPAPT'IIEnI r
,'--- -
fuarr:vnd lr Suhnlttt'd o
[ 'iPlrlt'vE:rt rs lltltil'-l
Sy:
*trs*ffi*s*#**tt#f,**RoUT|NGs[loRMAT|oNFoReFF|ffi+************f*****t*
BUILDING DEPARTMENT:PLANNING DEPARTMENT:
C:\windows\Deskiop\DFLORES INFO\Revised Bldg permit.doc 10116t2002
TOI4/N
42 llest Meadow Drive
Vuil, Colorado 81657
970-479-2250
FAX TRAI{SMTTTAL SHEET
FA)( NT'MBER 970 479-2L76
RESTRICTED USE
FOR GENERAL USE
E1CR ADDREIISEE ONLY
UNRE STRTCTED DTSTRTBUTION
DATE:
TO:
)'I eq
Aa,'f-c LAu-.*"t-
vx * '4J2' .2-
NIJMBER OF PAGE S NOT INCLUDING
RESPONSE REQUIRED: YES
Pr{oNE Lgz. lsqctt
COVER SITEET
NO AT YOUR DISCRETION
6". fu*|r_rA,n
FRoM: M,L.\lrb U*r,qu^J
RE: M,44lu eruek trrrrr,iJ p*^,J rer/isi"n
NorES: %sr^b^',I F- y'.,(J,^a
,€ - il-c.r 4"rrr, iol,-^ "n1,1S". Sgrln" h"n F€,,.,\+ .
lJnoru Ve,vrgeA U4l.^q,-- -
C r,lt ;( {^n L^au-
{,,,.crt,.-r5
Vail Fire & Emergency Services
4 | I"Tna^k
, f,r,, Le- V .
ALL STATE EIRE PROTECTIOM INC.
6045 E.76TTI AVE., UNIT #72
COMMERCE CITY, CO 80022
TEL
LETTER OF TRANSMITTAL
ATTN:
]oB NAME:
{ | change ordero [ | propoeal { lsign contract { } site plan
WE ARE SENDING: I I attached tpUt"" linea | |vmylare
l! n.oao"t submittal f! nl"r, regietration form I I eamplee
,lP2nvwp
DATE:
,-\-a 1f,\l a
JOB #: 4'- ', t \'-,/\-/ | (
( )copy of letter I I flow te6t
I lapproved printo | | elevation
water and eize pother
-P*\y*$
-
SETS OF PLANS WITH
-PAGES,
DATED
DESCRIPTION
-/1 4
THESE ARE TRANSMITTED AS CHECKED BELOW:
( | for approval | | for your use { lasrequerted ( }for review and comment
PLEASE RETURN COPIES.
COMMENTS:
SIGNATURE
ALL-STATE FIRE PROTECTION, INC.
APPLICATION WILL NOT BE ACCEPTED IF
RECEIVED
trt;,'r,i; lJ J ,;;,,,r;
TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATIQN
Fire Sprinkler shop drawings are required at time of permit submittal and
must include the following. Permit application will not be accepted
without this inffmation:
INCOMPLETE OR UNSIGNED
Project#: Pfl.\Ol -O30O
Building Permit #: Fo3. otV?
Sprinkfer Permit #: troV. OOIO
97 0-47 9-21 3 5 (l n spection s)
ffilfI,l6r"g ro*ve'|'|
(m n, s'lamp
MWNOFUAIL
75 S. Frontage Rd.
Clofro Regis gin
I Plans must be su ed by a Registered Fire Protection Contractor.
Fire Sprinkter: $'4OO, 600, OO
Contact
*************rt*************************FoR oFFlcE usE oNLY***************************r(*********
Other Fees:Date Received: .2.
Public Way Permit Fee:AcceptedBv{ l}.
Occupancy Group:t,
CONTRACTOR INFORMATION
COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materiats)
Town of Vail Reo. No.:Contact and Phone #'s:
Assessors Office at 970-328-8640 or visit www..com for Parcel #
Parcel# AOI Ob4 OOOO i
Job Name: F-\,Ld,cl-Lz +lcvA.JobAddress: tlq ,4J. ]""tttt* Pd
Legal Description Lot:Block:Filing:Subdivision: Vl4" M le-C fe- lf
owners Namet ch ()O_^ 0 ll nocress:Phone:
Engineer:v ll Address:Phone:
Detailed descriotion of work:
Work Class: New() Addition ( ) Remodet ( ) Repair( ) Retro-fit ( ) Other ( )
Type of Bldg.: SingleJamily ( ) Two-family ( ) Multi-family ( ) commerciat ( ) Restaurant ( ) other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildino:
Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
\\Vril\data\cdev\FOR14S\PERMITS\SPRKPERM.DOC 07i24t2002
wl ol
Arr-srATE FrRE pRoTECTroN. rNC.
6045 E. 76t" AVE. #lZ, Commerce City, CO g0022
Phone (303) 288-3901 * Fax (303) 288-1936
FIRE SPRINKLER
EQUIPMENT SUBMITTAL
AND
HYDRAULIC CALCULATIONS
FOR
Middle Creek Housing
Vail, CO
ERIC PRICE
NICET LEVEL IV, # 071151
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Hydraulic Calculations
Prqect Information
I Project Name: Middle Creek Housing Bldg CAddress: Mountain Bell Site
Date 2/24/04
File # 8401cr7p
Index 1lI
I
Vail, Colorado
calculation Area; Building c Residential Living Area's Remote Area
Design Criteria
I Occupancy Classification: Light HazardOccupancyI
construction X combustible n Non combustible
r Density: .10 Density sq/ft
t Area of Operation: Remote 4 heads
I Area per Sprinkler: 190 sq. ft.
I
Number of Sprinklers Calculated: 4 heads
I Hose Allowance Rack Sprinkler Allowance0 gpm inside 0 gpm
I 100 gpm outside
r Water Supply SprinklersI i'J,lT,,", '333ili il*:' "iL*" *?:Tg*'
Flnw 1635 gpm Temp: 155oI
Calculation Summary
Total Sprinkler Water Flow: g 1.2 pm
I Flow & Pressure: (at BOR): 81.2 gpm @ 68.7 psi
(at street connection): 181.2 gpm @ g5.3 psiI *",""
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DATEz 2/27/2004
'JoB TITLE: Middle
I'IATER SUPPLY DATA
SPRINKLER SYSTEM HYDRAUI.,IC ANAIJYSTS
C: \HASS75\HASSCreek Housing REMOTE PENDENT .10 ON 4
page l_
DATA\ 84 01CR?P . SDF
.1Iltt'IJD
SOURCE
l\lr\ n Er
STA?IC
TI(EDD.
rpqr'l
102.0
rFTI
oJ, b
R1 R,
64 .0
64 .0
63 .6
54 . O
bJ. U
?n t
z1 .z
z+ . z
2.5
z.)
z,)
z.)
z.>
z.a
0.5
-8.0
RESTD.
PRESS.
(Dqr'l
FLOW
@
(GPM)
AVAIL.
DPFE C
101.8
12.T
J-r.9
LZ . >
LZ , >
L3.9
18.0
40 .2
qQ R
58.6
5U. /
5tt.6
s9.0
o.' /
06. /
68 .'.l
aA 1
81.6
TOTAL REQ'D
@ DEMAND PRESS.(GPM) (Psr )
:-8!.2 85.3
AGGREGATE FIIOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALIJOWANCE AT SOURCE
OTHER HOSE STREAM ALIOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKIJERS
NODE ANALYSTS DATA
NODE TAG ELEVATION
18L.2 cPM
100.0 cPM
O. O GPM
81.2 GPM
PRESSURE DISCHARGE
(Psr ) (cPM)
3
4
)
6
7
8
9
2!
JI
32
33
-'b
37
5tl
J>
R1
R2
R3
R4
B! I
BF2
BOR
POC
NODE TYPE
K= 5.50
K= s.50
K= 5.50
K= 5.50
SOURCE
Lv . z
19.0
z3 .3
87.2
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SPRTNKLER SYSTEM HYDRAULIC ANALYSIS page 2DI+!Li 2/Z//2U|J4 C: \HASS7s\HASS DATA\8401CR7P. SDFJoB TrrLE: Middle creek Housing REMOTE PENDENT .r.o oN 4 HEADSPIPE DATA
PIPE TAG Q (GPM)
END ELEV. NOZ. PT DISC. VEL (FPS)
NODES (FT) (K) (PSI) (GPM)
Pipe: 1 -Lg.2] 63.5 5.5 L2.1 1_9.2 7.03 64.0 0.0 L2.9 o.o
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t
3
5
4
5
5
b
7
I
q
v
20
20
2!
2T
3I
5t
3Z
32
JJ
Pipe: 2
2 63.6 5.5 11.93 54.0 0.0 I2.9
DIA (IN) LENGTH PRESS .
HW(C) (FT) SUM.
FL/FT (PS I )
1.055 PL 9.00 PF 0.9
150 FTG E PE -0.2
0.o77 TL l_2.00 PV
1.055 PL 4.50 PF 1.1
150 FTG ET PE -0.2
0.076 TL 15.00 PV
1.055 PL 3.79 PF 1. O
150 FTG PE O. O0.277 TL 3.79 PV
1.0s5 PL 4.50 PF r.2
]-50 FTG ET PE -O.20.082 TL 15.00 PV
1.055 PL 6.s0 PF 3.9
150 FTG PE O.2
0.599 TL 6. s0 PV
1.055 PL 6.50 PF 15..7
150 FTG T PE -O.21.120 TL 14.00 PV
r . 527 Pr_, 27 .50 PF 6 .2
1.50 FTG E PE O.4
0.185 TL 33.50 PV
2.495 PL 34.00 PF I.4
120 FTG CB PE r4.2
o.026 TIJ 54.85 PV
3 .260 PL 1.58 PF 0.0
120 FTG PE O.'7
0.007 TL 1.58 PV
3.250 PL 6.00 PF 0.1
120 FTG E PE 1.9
0.007 TL 15.40 PV
4.250 PL 17.33 PF 0.1
].20 FTG ET PE O.O
0.002 TL 55.83 PV
4.260 PL 65.25 PF 0.1
].20 FTG PE O. O
0.002 TL 65.25 PV
4 .260 PL 34.88 PF 0.1
120 FTG E PE O. O
0.002 TL 48.08 PV
'7
at
o{ . u
o+ u
Pi nc' a
63.5
64 .0
64 .0
oJ, o
Di h6. e
63 .6
64 . O
Di na. 7
o+. u
53 . 0
Pipe: 8
OJ. U
30 .2
30 .2
28 .6
D i ^6 . 1 nI 4yu . r v
28 .6
z+ . z
Pi no. 11
z+ . z
Di ha. 'l t! +ye . 14
z+ . z
aA a
0.0
0.0
5.5
0.0
0.0
3.f,
5.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
13.9
1? q
13 .9
l-3.9
18.0
18.0
33 .5
JJ.5
40 .2
40.2
55. U
55.8
56.5
58.5
58.5
58.5
)d I
58.7
58.8
-19.0
19.0 7.0
0.0
-38.2
0.0 14.0
0.0
-19.7
1q ? 1 )
0.0
-a t.>
0.0 21 .3
-b_L.J
zJ.J Z>-6
0.0
-81_.3
0.0 L4.2
0.0
-81.3
0.0 5.3
0.0
-81.3
0.0 3.1
0.0
-81.3
0.0 3.1
0.0
-81.3
0.0 1.8
0.0
-or.l
0.0 1.8
0.0
-81.3
0.0 1.8
0.0
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SPRINKLER SYSTEM I{YDRAULIC ANALYSIS Page 3
^ l^- l^^^.Dt\r Ei z/ z | | zvv+c : \HAss75\HASs DATA\8401-cR7p. sDFJOB TITLE: Middle Creek Housing REMOTE PENDENT .l-O ON 4 HEADS
-H-LTE.L?T\J Q (GPM) D]A (IN) LENGTHEND ELEV. NOZ. PT DISC. VEL(FPS) HW(C)NoDEs (Fr) (K) (psr ) (cpM) FL/FT
(FT)
9.33
ro..lo vl:
EPE
29 .66 PV
1"5.08 PF
, E]T DF
67 .78 PV
2.00 PF
PE
2.00 PV
PRESS .
SUM.
(esr1
PF 0.2
PE O.O
PV
PF O . O
PE O.O
-81.3
0.0 1.8
0.0
-81.3
0.0 t-.8
0.0
-81.3
0.0 1.8
0.0
-81 .3
0.0 l_.8nn
-UI.J
0.0 0.8
0.0
-81.3
0.0 0.8
0.0
-p1 ?
0.0 0.8
0.0
-81.3
0.0 0.8
0.0
0.0
0.0
0.0
0.0
't . ZOU Etr
rzU r'ttt
0.002 TL
+ . z6u vL
120 FTG
0.002 TL
't . ZOV Yl)
120 FTG
0.002 TL
+. ZQV EJ)
IZV T I\'
0.002 TL
5.357 PL
120 FTG
0.000 TL
Pipe: 14
33 24.2 0.0 s8.I
35 24.2 0.0 59.0
aA a
aA a
z+ . z
7.3
YLpe : 1U
PinF. 1q
z.-
2.3
Di na. )a
2.5
2.5
lJ t hA .
R3
Pi i\a.
R4
BF1
Di ne.
BF2
BF1
BF2
BOR
Di na.
-81.3 4.260 PL 66.t20.0 1.8 120 FTG T0.0 0.002 TL 92.42
3"7
37
38
38
39
39
Rl-
.K .L
t<z
R2
R3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5v. u
59.0
59.0
59.1
59. i.
66 .5
oo. tr
oo /
68 .'7
btl /
68 .7
bd. /
68 .7
68 .7
58 .'7
80.7
oat. /
39.08 PF 0.1-
2E PE O,O
65.48 PV
0.1
7.3
0.1
2.7
0.0
0.0
2r
z.)
z.)
z-a
z5
z.a
2.5
z)
5.357 PL 2.00 PF 0.0
120 FTG PE O. O
0.000 TL 2.O0 PV
6.357 PL 2.00 PF 0.0
120 FTG PE O. O
0.000 TL 2.00 PV
5.357 PL 4.00 PF 0.0
].20 FTG EG PE O. O
0.000 TL 2s.40 PV
FIXED PRESSURE LOSS DEVICE
12 . 0 psi. 81 .3 gpm
0.0 80.7
0.0 8r..6
-o-L.J
0.8
-8!.2
U.U
b. J5 / -HL
120 FTG
0.000 TL
O . Z | ) EJJ
14 O FTG
0.000 TL
4.00
EG
25 .40
50.00
ETG
L23.80
PF O.O
PE 0.9
PV
PF O . O
PE 3.1
PV
BOR
I no'
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0.0 81.6 0.0
sRcE 8s.3 (N/A)
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DATE: 2/27 /2004
JOB TITI-',E: Middle
NOTES :
(1) Ca l cul at i ons
under 1i cense
SPRINKLER SYSTEM HYDRAULIC ANAIYSIS page 4
c : \HASSTs\HASS DATA\84 O1CR7P. SDFCreek Housing REMOTE PENDENT . t-0 ON 4 HEADS
were performed by the HASS 7.5 computer programno. 15070888 granted by
HRS Systems, fnc.
4192 Lavista Road
Tucker, GA 30084
(2) The system has been cal-cuf ated to provide an averageimbalance at each node of 0.006 gpm and a maximumimbalance at any node of 0.142 gpm.
/?l T^l-: l nracc"-^ at each nOde iS uSe.l in hal anr.irro Iat eacn node Is uL__ _-- _he system
Maximum \,vater velocity is 29. g f t/sec at pipe G.
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(4) PIPE
PAGE: B
Diameter
(in)
3. ZOU
o. Jf /
PAGE; D
D].amet.er
(in)
6.275
PAGE: I
Di ameL er
(in)
1.055
7 . 52'7
2 .495
FTTTINGS TABLE
Name : EFS . PIP
MATERIAL: THNWL HWC: L20
Equivalent Fitting Lengths in FeeE.ETLCBGAD
EIl Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DpVl-v9.40 20.20 6.70 2l-.50 l_3.40 1.30 r7.40 t3.40L3.20 26.30 7 .90 29.00 15.80 2.60 26.40 13.20L7.60 3'7.70 11.30 40.20 12.60 3.80 35.30 24.00
MATERIAL: DIRON HWC:140
Equj-va1ent. FitE.ing Lengths in Feet
ETLCBG
E1l Tee LngE1l ChkVIv BfyVlv catvfv
22.00 47.70 14.10 50.20 15.70 4.-70
MATERIAIJ: Cppr M HWC: 150
Equivalent Fitting Lengths in Feet
ETIJCBGR
El] Tee LTE ChkVa BFVa Gateva RunTee
3.00 7.50 3.00 7 .50 9.00 1.50 3. O0
5.00 72.00 3.00 13.50 9.00 1.50 4.50
9.00 18.00 6.00 21.00 10.50 1.50 4.50
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DA'IE: 2/27/20O4
JOB TITI-,8: Middle Creek Housin
c: \HASS75\HASS
REMOTE PENDENT .10 ON 4
SPRINKLER SYSTEM HYDRAULIC ANALYS]S P,a.Y- q
DATA\8401CR7P. SDF
. tlA'|.r :j
Ul
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trlo
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r.l
o(Dotrt AtrEtqlC'lDc(Fl v am..{^
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53+
54+
5b+
Y+
, SPRINKLER SYSTEM HYDRAUIJIC ANAIJYSISUAI'.E;: 2/2t/2uu4 C: \HASS?s\HASSJOB TITLE: Middle Creek Housing REMOTE PENDENT .LO ON 4WATER SUPPLY CURVE
page G
DATA\8401CR7P.SDF
!IEAIJD
108+
I
*o\\\\\\\
99+ \\\\\\\\\
\\\\\\\\\
\\\\\\\\\
\\\\\\\\\90.0 psi @ 1535 gpm-> *
F 1ow Test Point
tl
tl
tl
0 = Available water Supply ,l
101.79 psi @ 181.2 gpm r
LEGEND
X = Required Water Supply
85.30 psi @ 181.2 gpm
L400 1500
FI.,OW (GPM)
400 600 800 l-000 1200 r_800 2000
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Hydraulic Calculations
Proj ect Ilformation
Vail, Colorado
Calculation Area: Building C Residential Attic Remote Area
I Project Name: Middle Creek Housing Bldg CAddress: Mountain Bell Site
Date 2124104
File # 8401c-r7
Index 1lI
I Design Criteria
I Occupancy Classification: Light HazudOccupancyI
consrruction X combustible r Non combustible
r Density: . l0 Densitv so/ft
I Area of Operation: *12g7 sq. fr. min.
I Area per Sprinkler: 130 sq. ft.
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Number of Sprinklers Calculated: 15 heads
I Hose Allowance Rack Sprinkler Allowance0 gpm inside 0 gpmI 100 gpmoutside
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Water Supply Sprinklers
I Static 102.0 psi Make: Viking M eR Uprightr Residual 90.0 psi Size: l/2,' K: 5.6Flow 1635 gpm Temp: 200o
I
Calculation Summary
Total Sprinkler Water Flow: 271.2 gpm
I Flow & Pressure: (at BOR): 271.2 gpm @ 73.2 psi
(at street cormection): 371.2 gpm @ 90.1 psi
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Notes: * area increased 30 percent for over 2 in 12 slope then reduced area for quick response
sprinklers with attic height of 14'-0".
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS page LDATE; 2/26/2004 e: \HASST5\HASS DATA\8401C_R7:SDFJOB TITLE: MiddlC CrCCK HOUSiNg REMOTE ATTIC SYSTEM .1.0/1287 S.F.WATER SUPPLY DATA
SOURCE
NODE
POC
STATIC
PRESS.
(Psr)
102.0
(F'T)
75.4
75.4
78.9
78.9
78.9
75.4
73.2
80.2
83 .7
83 .7
83 .7
80 .2
'73.2
73.2
80 -2
6U . Z
83.7
65 - I
83.7
80 .2
73.2
'73 .2
30 .2
26 - 6
24 .2
24 .2
24 .2
7.3
2.5
RESID.
PRESS .
fDer\
90.0
FIJOW
@
(GPM )
IbJ5. U
(PSI )
L01.2
14 .6
8.3
8.8
10.8
17 .2
4!.O
LZ ,3
t.a
9.2
14 .8
22 .0
11 n
??
t.d
>,b
'1 | A
zz , o
26 . d
52 .4
)J . Z
56.1
57.L
f d. J
)> , L
ov. o
50.9
62.t
/J,Z
73.2
TOTAIJ REQ ' D
@ DEMAND PRESS,(GPM) (PSr )
37r.2 90.1
AGGREGATE FLOW ANALYSIS :
TOTAL FLOW AT SOURCE
] U IAII IIUS,U s'l'REAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
I.UI'A! D.LsUHARG.EJ I'ROM ACTTVE SPRINKLERS
NODE ANALYSIS DATA
MUll IAU El,EVAl.'ION
371.2 cPM
100.0 GPM
O. O GPM
27L.2 GPyl
PRESSURE DISCHARGE
(PsI ) (cPM)
40
4I
42
43
44
45
4A
49
50
51
52
53
CN
55
56
57
58
59
60
51,
oz
20
31
32
J.1
36
37
Jat
5>
R1
2L .4
,) i
15.1
16 .7
L8 .4
NODE TYPE
K= 5.50
K= 5.50
I\= ). OU
K= 5.60
r\= f,. bu
r\= f . bu
r\= f . bu
t\= f,, ou
^= J. bu
^= ). bu
r\= :. bu
n= 5. bu
^= ). bu
lv. u.rn A
14 .8
If,. J
ro. >
20 .2
tn a
If,.,L
If,. b
'1 ? ?
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DATE:2/26/2004
JOB TITLE: Middle Creek
NODE ANAI]YSIS DATA
NODE TAG ELEVATION
SPRINKLER SYSTEM HYDRAULIC ANAIJYSIS
Housing REMOTE
NODE TYPE
Page 2
c: \HASS75\HASS DATA\84Ol.C_R7 . SDF
ATTIC SYSTEM .1,0/7281 S.F.
PRESSURE DISCHARGE
(PSI ) (GPM)
R3
R4
BF1,
BF2
BOR
poa
( FT)
z.)
2.5
2.5
2.5
0.5
-8.0
73.2
73.2
66 . Z
Qn 1 27I .2Cr)TTDTiLI
I SPRINKLER SYSTEM HYDRAULIC ANALYSIS page 3DATE: 2/26/2004 C:\HASST5\HASS DATA\B4O1C_R7.sDF
I JOB TrrLE, Middle Creek Housing REMOTE ATTrc sysrEM .Lo/1287 S.F.
I PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.I END ELEV. Noz. PT DISC. VEL(FPS) Hw(c) (FT) sUM.I NODES (FT) (K) (PSI) (CNU1 FLIFT (PSI)
I Pipe: 1 -2!.4 1.055 PL 9.50 PF 0.9
t 4? 15.4 s.6 !4.6 2r.4 .7.s 1so Frc pE 0.04r 75.4 5.5 t-5.5 22.0 0.095 TL 9.50 pv
I Pipe: 2 -43.4 L.2gr pr-) 3.g2 pF r.7r 4r '75.4 5.6 l-5.5 22.0 10. d 150 FTG T pE 0. o45 75.4 0.0 I7 .2 o. o 0.132 TL 1_2.92 pv
I Pipe: 3 -10.1 1.055 pL 9.50 pF 0.542 78-9 5.6 8.3 16.1 5.9 150 FTG pE o.or 43 7a.9 5.6 8.8 L6.7 0.056 TL 9.50 pV
Pipe: 4 -32.8 1.055 pl_, 9.50 pF 2.o43 78.9 s.6 8.8 16.7 1,2.0 150 FTG pE 0.0I 44 78.9 s.6 10.8 t-8.4 0.209 TL 9.50 pvI
Pipe: 5 -sL.2 !.29L pr" 9.oB pF 4.8I 44 78.9 5.5 10.8 l-8.4 72.6 150 FTG 2ET pE 1.s
I 45 75.4 0.0 77.2 0.0 0.179 Trr 2.t.08 pv
I Plpe: 6 -94.i r.s27 pL 2.2s pF 3. sI 45 75.4 0.0 r7.2 0.0 76.6 t-50 FTG T pE 1.0r 46 73.2 0.0 2r.G 0,0 0.24s Tr., r4.2s pv
I Pipe: 7 -9q.t 2.49s pL g.6i pF 0.2t 46 73.2 0.0 27.6 0.0 6.2 Lso FTG pE 0.0s3 73.2 0.0 2I .9 0.0 0.022 TL 9.67 PV
I Pipe: 8 -19. e 1.055 pL 9.50 pF 0.84'7 80.2 5.5 1_2.5 19.8 7.3 l_50 prc pE o.o
- 48 80.2 5.6 13.3 20.4 0.082 TL 9.s0 pv
r pipe: 9 -40 .3 I .2g! pL, 3 .g2 pF 1 .548 80.2 5.6 13.3 20.4 9.9 150 FTG T pE 0.0
I 52 80.2 o.o 14.8 0.0 o.1l_4 TL r2.g2 pvIPipe: 10 -l-4.g 1.055 pL 9.50 pF O.s
I 49 83.7 5. G 7 .O 14. s s.4 1s0 Frc pE 0.0
I 50 83.7 s.5 7.s 1s.3 0.048 TL 9.s0 PV
I Pipe: 11 -30. L 1. oss pL 9.50 pF I.jI 50 83.7 s.5 7 .5 15.3 11.1 L50 FTG pE o. or 51 83.7 5.G 9.2 l-6.9 0.L79 TL 9.50 pv
I p j_pe: 12 -47 .r l- . 29L pL 9. og pF 4 .rt 51 83.7 5.5 9.2 15.9 t-1.5 150 FTG 2ET pE 1.s52 80.2 0.0 14.8 O.O 0.153 TL 27.08 pV
I Pipe: 13 -87.3 !.52.t pL 7.OO pF 4.or s2 Bo.2 0.0 14.8 0.0 15.3 150 FTG T pE 3.053 73.2 O.O 2r.9 0.0 0.211- TL l_9.00 pV
I
DATE: 2/26/2004
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
c: \HASS?S\HASS DATA\8401C_R7 . SDFJOB TITLE: Middle CreeK Housing REMOTE ATTIc SYSTEM .70/1281 s.F.PIPE TAG Q (GPM) D]A (IN) LENGTHI
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Pipe: 14
53 73.2 0.0 2L.9
54 13.2 0.0 22.0
II'T)
-r82 .0 2.495 PL 2 . 000.0 r_1.9 1s0 FTG
0.0 0.075 TL 2.OO
-182.0 2.495 PL 7.6.70.0 7r.9 1s0 FTG0.0 0.075 TL "7.61
9.50
PRESS.
- ulvl .
(Psr)
pE a t
PE O.O
PV
rE U. O
PE O.O
PV
PF 0.8
PE O.O
PV
J.>Z PE 1.5
T PE O.O
LZ, >Z PV
q qn DF n q
PE O.O
9.50 PV
q qn Dr. 1 a
PE O.O
9.50 PV
9.08 PF 4.3
21 .08 PV
7.00 PF 4.2
T PE 3.0
19.00 PV
8.75 PF 4.2
T PE O.O
zo. ta Ev
44.00 PF 7.0
E I \,l:) EEJ J-.', b
108.50 PV
1.58 PF 0.1_
EL U. I
1.58 PV
6.00 PF t-.0
15.40 PV
1? ?? DF 1 N
ET PE O.O
55.83 PV
END ELEV. NOZ. PT DTSC. VEL(FPS) HW(C)NODES (FT) (K) (ESr; (GPM) FLIFT
Plpe : -[ 5
54 '73.2 0.0
61 73.2 0. o
22 .0
22 .6
55
56
Pi no ' 11
56 80.2
60 80.2
Di no ' 1 a
51 83.7
58 83.7
D i na . 1 o
58 83.7
qg e? "
Pj.pe: 20
qq e? ?
50 80.2
Di hA. ,)1
t +I/! . -f60 80.2
or I3-2
Pipe: 22
or | 3 - 2
oz t 3 - 2
P i na . ? ?
62 73.2
9 30.2
9 30.220 28 .6
D i n6 . t (
zv Zd .6
27 24 .2
Pl-pe: Zb
al z1 . z
31 24.2
Pipe: 16
80 .2
80.2
J. () J-J ,6
u. u l_f . +
5.6
5.5
5.6
5.5
- aw . z
zv . z L 1
)a e
- 4L .1_
20.8 10.1_
0.0
-15.1
lq 1 q <
J-). tt
-30.8
17 .3
-48.1
1? ? t1 a
0.0
-6>,2
0.0 ls.5
0.0
-ztr-z
0.0 r7.8
0.0
-ztL.z
0 . 0 10 .4
0.0
-ztL.z
0 . 0 10 .4
0.0
- 271- .2
0.0 r-0.4
0.0
-ztr.z
0.0 5.1
0.0
150 FTG
0.085 TL
7.29L PL
150 FTG
n'Ito TT
r. ulf, l.!
1qN FTr]
0.050 TL
L.055 PL
150 FTG
0.185 TIJ
I.29L PL
150 FTG
0.159 TL
L.527 PL
150 FTG
0.220 TL
2.495 PL
150 FTG
0.157 TL
J . ZAU EL)
].20 FTG
0 .065 TL
3.260 PL
120 FTG
0 .065 TL
5 , Z6U YJ)
rzv .c L\J
0 .055 TL
.t . zov vL
IZU .C I\-'
0.01-8 TL
9.50
'7.3
7.8
7.8
0.0 15.4
0 . 0 15 .4
0.0 22.6
0.0 22.6
u . u 26 .6
0.0 26.8
0.0 52.4
0.0 52.4
0.0 53.2
0.0 53.2
v.u 30 _L
0.0 56.1
U.U
'I.I
I DATE; 2/26/2O04
SPRINKLER SYSTEM HYDRAULIC ANALYS]S D=.ra R
c ; \HASSrs\HAss DATA\B4o1c-R7 . sDF
JOB TITLE: Middle CreeK Housing REMOTE ATTIC SYSTEM .IO/1287 S.F.
Q (GPM) DIA(IN) LENGTH PRESS.I
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PIPE TAG
END ELEV. NOZ. PT
NODES (FT) (K) (PSI)
Drsc. vEL (FPS) HW(C) (Fr)
(GPM) FLIFT
+.ZOV E)J t)f,-zf,
120 FTG
u.uro r! oa.za
4.260 PL 34 .88
1.2 O FTG E
0.018 TL 48.08
1. ZOV Etr OO. -LZ
120 FTG T
0.018 TL 92.42
4.260 PL
120 FTG
0.018 TL
SUM.
(PSI)
PF 1.1
PE O.O
PF O . 8
PE O.O
PV
PF 7.6
PE O.O
PV
9.33 PF 0.2
PE O.O
9.33 PV
PF I.2
PE O.O
PV
PF 0.5
vE I .5
PV
EI I. Z
,aL z - r
31
32
32
33
33
36
36
37
37
38
_?8
39
39
RI
R1
R2
R3
R3
R4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
57.r
58.3
58.3
)> ,I
)> . t
ou.6
60.I
60 .9
60.9
62 .1
o> , >
73.2
'73.2
13 .2
73.2
73.2
73.2
73.2
'13.2
t). )
85.3
t5.5
atl. .t
z+-z
24 .2
D i na . ? a
24 .2
24 .2
z1 z
24 .2
Plpe: JU
aA a
24 .2
24 .2
24 .2
24 .2
I.J
Pipe: 33
7.3
2.5
Pi na. 14
2.5
Pipe: 35
2.5
2.5
I/l-pe: Jb
2.5
2.5
-27L.2
U.U O.I
0.0
-27L.2
0.0 6.r
0.0
-217.2
0.0 5.1
0.0
-271.2
0.0 5.1
0.0
-27r.2
0.0 5.1
0.0
-271.2
0.0 5.1
0.0
-2'7r.2
0.0 6.1
0.0
-2'7L.2
0.0 2.7
0.0
0.0 2.7
0.0
-ztL.z
0.0 2.7
0.0
0.0 2.7
0.0
4.250 PL 39.08
120 FTG 2E
0.01-8 TL 55.48
+ . ZOV EJr -Lb - 44 r,
].2 O FTG E
0.018 TL 29.55
4.260 PL 1s.08
]-20 FTG 2ET
0.018 TL 67 .78
5.357 PL
120 FTG
0.003 Tr-.,
6.357 PL
120 FTG
0.003 TL
6.357 PL.,
120 FTg
0.003 TL
2.OO PF 0.0
PE O.O
2.OO PV
2.00 PF 0.0
PE O.O
2.00 PV
2.00 PF 0.0
PE O.O
2.00 PV
t(+ z . 3
BF1 2 ,5
Pi r.\a. ?A
BF2 2 .5
BFl 2 .5
BF2 2 .5
BOR 0.5
FIXED PRESSURE LOSS DEVICE
12.0 psr. , 27f .2 gpm
6.357 PL 4.00
IZU f t\r .Er\-t
0 . 003 TL 25 .40
5.357 PL 4.00
120 FTG EG
0.003 TL 25.40
PF 0.1
PE O.O
PV
PF O . 1
PE 0.9
PV
0.0
0.0
-27r.20.0 2.'7
0.0
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DATET 2126/2004
.IOB TITI-,8: Middle
PIPE TAG
END
NODES
Dr nF
BOR
D.)(.
PAGE; D
Diamet er
(in)
. a- tr
PAGE: I
Diameter
(in)
1 ,91
L.>Zl
2.495
MATERIAI,: CPPr-M
Equivalent
HWC: 150
Fitting Lengths
in Feet
/rAD
GatVlv AImChk DPVIV
1.30 r7.40 13'40
2 .60 26 .40 13 '20
3.80 35.30 24'oo
,^p
Gatseva RunTee
1.50 3 .00
1.50 3.00
1.50 4.50
1.50 4 . 50
EI T . E'\I
/ E'F\
. 4n
-8.0
SPRINKI-,ER SYSTEM HYDRAUL'IC ANAL'YS-IS Page 5
' "'-'.. ;;iHASS?s\HAss DArA\8401c-R?'sDF
creek Housing REMOTE ATTIC SYSTEM 'tO/]-2e1 s'F'-ii"t-ti
DrA ('N) LENGTH PRE's '
Noz . Pr Drsc' v;;iepil r:w rcl (Fr)
,iHT;(K) (PSr) (GPM) Eut E L
-27!.2 6.2't5 Pl-', 50 ' oo PF 0 '2
o.o s6.2 o'o -';'; 140 FrG ErG PE 3'7
SRCE eo.1 (N/A) o ' oo2 rl-' 123 ' 80 PV
NOTES:
(1) CafculaLions were performed by the HASS ?'5 computer program
under ricen'e "o;ri3;i::::, ,3::"t'u
oo
4792 I'aV ist.a Road
Tucker, GA 30084
(2) The system has been calculated Eo provj-de an average
imbalance "t'Ittft-"ode
of o'o03 gpm and a maxlmum
imbal-ance ac any node of 0'125 gpm'
(3) ToEal pressure aE each node is used in balancing lhe system'
Maximum ttt"t*t'ltocity is )'7 '8 fE/sec aE pLpe 22 '
(4) PIPE FITTINGS TABLE
Pipe Table Name I EFs'prP
PAGE : B MATERIAI-,: THNWL HWC : L2 0
rli rmar- cr iquivalene Fitting l-',engtshs
rJtqLrrsev* n !(in) E T ! \-
Ell- Tee LngUIl ChkVIv BfYVlv
3.260 9 '40 zo 'zo 6
"1
0 21' s0 13 '40
4.260 L3 '2o ie ','o '1 '90 29 ' oo 15 ' 80
6.357 L7'60 li"'o 11'30 40'20 72'60
MATERIAL: DIRON HWC: 140
Equivalent FitLing l-,engths in Feet
RG
""tt i"" ""nit'' chkVlv Bfyvrv^Gatvlv
22.oo 47.!o 14'10 50'20 15'70 4'70
gTL
E1l Tee LTE
3.00 7.50 3'00
4.50 9.00 3'00
6.00 l-2.00 3'00
9.00 l-8.00 6'00
ChkVa BFVa
7.50 9'00
10.50 9.00
13 .50 9.00
21. oo 10.50
lc,tc{'eek Houslng lrllt"w *
6, E>>' s; i
I j g I !d
$iA;EEf"!o;;
rB.ias:!rl3?i
//A ///)// /t '//)//A //A
z
frl()
F]
Fl
\
U
!)
(d
,p
U)
Page 7
SPRINK],ER SYSTEM HYDRAUI,IC ANALYS]S
cl(""ist srgAss DArA\8401c-R7' sDF
Creek Housing REI49II Arrrc sYSrEM rl.ol-1SILjLL
c{
DATE:2/26/2004
JOB TITLE: Middle
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co
(o
-lo\
rn
14€
Fl
3
-.t
m
O{
.'l
YI
rDl
0Jlsl
I.,r Iol
HO(/)>(\
d'ezd..
U>r..r
Fl !)o.t rdtrlJ
v,
d
rn
t
oE<t Orr{O
Bo
F.
(o
<f
N
r'{
co
rl4 I
.l
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c{\ocoN A o '.r ^OdDOttl AC(rrlvJr'DtrEl
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aOe-
8L+
bJ+
54+
P
R
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s
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(
-I
)
SPRINKLER SYSTEM HYDRAULIC ANAL'YSIS Page I
I DATET 2/26/2004 "'^'-*-.
I JoB TITT,E: Middl-e Creek Housing REMOTE ATTIC sYsTEM 'Io/L287 S'F'
WATER SUPPLY CURVE
108+
I
I.\\O\\\\\
99+ \\\\\\\\\
45+
JO+
_16+
\\\\\\\\\\\\\\\\\\\\\\\\\\\
90'0 Psi @ L635 gPm->
Flow Test Point
tl
rl
I-,EGEND
X = Required Water SuPPlY
90.12 Psi @ 31r '2 gPm
o = Availab1e Water suPPlY rl
101.23 Psi @ 3?1'2 gPm
::
9+
FLOW (GPM)
I
I
I Hydraulic Calculations
t
Project Information
I Project Name: Middle Creek Housing Bldg CAddress: Mountain Bell Site
Vail. Colorado
Calculation Area: Building C Storage Locker Remote Area
Date 2/24/04
File # 8401-p1
Index I I
Design Criteria
I Occupancy Classification: Ordinary HazardGroup 2 Dry
construction r combustible x Non combustible
I Area of Operation: 1950 sq. ft. min.
I Area per Sprinkler: 50 sq. ft.I
Number of Sprinklers Calculated: 56 heads
I Hose Allowance Rack Sprinkler Allowance
Calculation Summary
I
I
0 gpm inside 0 gp_I 250 gpm outsideI
I Water Supply SprinklersI Static 102.0 psi Make: Viking M UprightResidual 90.0 psi Size: l/Z', -f:
S.eFlow 1635 gpm Temp: 200o
I
Total Sprinkler Water Flow: 1011.3 gpm
t Flow & Pressure: (at BOR): 1011.3 gpm @ 50.g psi
(at street connection): 1261.3 gpm @ 73.9 psiI N"*
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DATET 2 / 24 /2004
JOB TITLE: MTDDLE
WATER SUPPLY DATA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
C: \HASSTs\HASS
CREEK HOUSING STORAGE LOEKERS .20/1950
Page 1
DATA\8401-P1 . SDFqr) ET
SOURCE
NODE
POC
STAT I C
PRESS.
I DCT \
102.0
t(11J 1u ,
rl(l1DD.
I DCT \
on n
FLOW
(GPM)
.LbJf,. U
.HJAEDD .
(Psr)
94 .5
1251.3 cPM
250.0 cPM
O. O GPM
1011 . 3 GPM
TOTAL REQ I D
@ DEMAND PRESS.
(GPM) (PS I )
'13 .9
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
IU.LAL UI.5UHARG.bJ I.'ROM ACTIVE SPRTNKLERS
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
2t.o
21 .O
27 .0
2'7 .0
2't.o
27 .0
2'7.O
27 .0
27.0
27 .0
27.O
27 .0
27 .0
2'7 .0
27 .0
27 .0
27.0
27.O
27 .0
2'7 .0
27 .0
2'1 .0
27 .0
27 .0
27 .0
27 .0
2'7 .0
27 .0
2't .0
21 .O
27 .0
27 .0
27 .0
27 .0
NODE TYPE
r\= f . b u
K= 5.60
l\= 5.6U
l\= f,. ou
l1.= 5. bU
K= 5.60
J\= J. bU
r\= t.ttu
r\= f, . b u
I\= l. ou
r,= 5, bU
r\= f . bu
l\= 5. bU
r\= f,. ou
K= s.60
.N= f,. OU
I\= 5 . b U
K= 5.50
a\= f, ou
I\= 5. bU
K= 5.60
1\= 5. bU
J\= J . O U
PRESSURE D]SCHARGE
( PSI ) (GPM)
30
31
5Z
J.1
34
35
35
3'7
38
39
40
4I
42
43
44
AC
46
47
48
49
50
f,I
az
53
55
55
57
)U
5v
50
5L
oz
53
7.0
7.5
7.9
I .'7
L0.0
l-1.0
J- -L f
6, /
v.5
IU.3
1L .2
11.8
73 .2
l-u.5
12 .2
Lt-.1
Lr .4
l-l .l
8.4
8.8
10.8
r-0.4
l-1.l-
11.5
t2 .3
13 .4
8.5
I0 .2
Y,5
14 .8
1A A
La I
16.5
r7 .'l
18.5
19.0
rb.5
16 .9
r7.3
18.l_
79.2
1a '1
L5.2
lo . z
L5.5
L'7 .3
18.4
18.1
18.5
19.0
t9 .5
t\= 5. bu
I\= L OU
K= 5.60
r\= tr, bu
1C A
16 .4
_1 b.5
1? O
11 1
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t
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SPRINKLER SYSTEM HYDRAULIC ANALYSTS page 2DATEz 2/24/2004 C:\HASSTS\HASS DATA\8401-P1 .SDF,JOB TTTLE: MTDDLE CREEK HOUSING STORAGE LOCKERS .20/LgsO SQ. FT.
NODE ANALYSIS DATA
NODE TAG ELEVATTON
/ F.r' \
27 .0
27.O
27 .0
27 .0
27 .0
27 .0
27 .0
27 .0
2'7 .0
27.0
27 .0
27 .0
27 .0
27 .0
27.O
27.O
27 .0
27 .0
27 .0
27 .0
27 .0
27 .0
27 .0
27.O
27 .0
27 .0
27 .0
27 .0
27 .0
4.0
z.t
z.)
.2.52.5
2.5
u.5
-8.0
NODE TYPE
t\= J. ou
K= s.50
r0 .2
1t .1
LZ,5
12 .7
13.l-
L5 ..t
L4 .3
1.7
7.2
7.8
8.4
10.5
tL.8
14.5
J.U. -L
LL.1
L2 .7
1q o
t-1.1
77 .7
15 .2
10.8
11.9
LJ. b
J-O. U
L0.5
11 . L
L2.O
11 <
L6.2
Jl_. b
Jf,.I
5d. u
5U. U
52 .9
f,^1. U
55 . _L
53.8
of,. U
o L+
PRESSURE DISCHARGE
( PSI ) (GPM)
65
oo
67
68
69
70
71"
72
73
74
75
77
78
79
80
81
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
DV3
R2
R3
R4
BF].
BF2
BOR
POC
L> . L
I
K= 5.60
K= 5.60
r(= 5, bu
K= 5.60
K= 5.60
K= 5.50
K= 5.50
J\= J. bU
K= 5.50
K= 5.60
K= 5.50
l\= f . o u
K= s.60
K= 5.60
K= 5.60
^= 5. bu
K= 5.50
K= 5.60
20.3
zv.3
If,. _L
I
I
t
I
I
I
I
t
I
I
I
I
I
19 .2
lr.= 5. bU
A= f . ou
v- tr aA
K= 5.50
L7 .8
18.7
20 .0
18 .7
l-9.1_
19.7
18 .4
r-9 .3
-';.i
19.0
19.4
zv .6
SOURCE 101L.3
I SPRTNKLER SYSTEM HYDRAULIC ANALYSIS page 3DATE: 2/24/2004 C:\HASS75\HASS DATA\g4Ol--pl-.SDF
I JOB TITLEI MIDDLE CREEK HOUSING STORAGE LOCKERS .20/1.950 SQ. FT.I PIPE DATA
I
PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS .
I END ELEV. Noz. pr Drsc. vEL(Fps) HW(c) (Fr) suM.I NoDEs (Fr) (K) (Ps]) (GpM) FLlFr (psr)
I Pipe: I -t-4.8 1.090 pL 4.50 pF O.s
r 30 27.0 s.5 7.0 !4.8 s.1 1OO FTG E pE o.o31 27.0 5.5 7.5 15.4 0.087 TL 6.2L pv
I Pipe: 2 -30.2 L.425 pL 4.00 pF 0.4r 31 2't.o s.G 7.5 15.4 6.1 100 FTG pE 0.032 27.0 5.5 ./.9 )_5.7 0.088 TL 4.00 PV
I Prpe: 3 -45.9 I.425 pL 4.OO pF O.B32 27.0 5.5 7.9 15.7 9.2 l_00 FTG pE o.or 33 27.0 5.6 8.'t L6.5 O.l_91 TL 4.OO pV
I P]-per 4 -62.4 1.425 PL 4.00 PF l_.333 27.0 5.6 8.7 16.5 L2.6 1oO FTG pE o.oI 34 27.0 5.6 10.0 !7.7 0.337 rL 4.OO pVI
Pj-pe: 5 -90.1 l_.655 pt, 4.OO pF 1.o
I 34 27.O 5.6 10.0 77.7 L2.0 100 FTG pE o.o
I 35 27.0 5.6 11.0 18.6 0.2s8 TL 4.OO pV
I Pipe: 6 -99..t 2.:-24 pL 4.OO pF O.s
I 3s 2l .o 5.G 11.0 18.G 8.9 100 Frc pE 0.0r 35 27.O 5.5 11.5 19.0 o.l-13 TL 4.00 pv
I Pipe: '7 -1L7 .1 2.3-24 pr, 3. o0 pF !.7
I 3G 2t.o 5.G 11.5 19.0 10.? 100 FTG T pE o.o43 2'7.0 0.0 ]3.2 0.0 0.l-56 TL 1L.14 pV
I Pipe: 8 -1G.5 L.090 pL 4.00 pF 0.4- 37 2't.o 5.6 g.'t 16.5 5.7 100 FTG pE o.o38 21 .O 5.5 9.1- t6.9 0.105 TL 4.OO pV
I Pipe: 9 -33 .4 !.425 pL 4 .00 pF O .438 2'7.O 5.6 9.7 16.9 6.7 LOO FTG pE 0.0
I 39 21 .o 5.G 9.s r7.3 0.10G TL 4.oo pv
I Pipe: 10 -50.7 l-.425 pL 4.OO pF 0.9
I 39 27.0 5.6 9.s ]-7.3 1"0.2 100 Fre pE o.o
I 40 2i.o s.6 10.5 1s.1 0.22s rL 4.oo pv
r Pipe: 11 -68.8 1.555 PL 4.OO PF 0.8
I 40 2'7.0 5.5 10.5 18.1 10.3 l_OO FTG pE 0.0
t 41 27.0 5.6 Lr.2 18.8 0.195 TL 4.00 pV
I Pipe: !2 -87.6 2.1-24 PL 6.00 pF 0.5
I 41 27.0 5.5 rr.2 18.8 7.9 l_00 FTG pE 0.042 27.O 5.6 l_1.8 r9.2 0.090 TL 5.00 pV
I Prpe: l-3 -105.8 2.124 PL' 3.00 PF 1.5t 42 27 .o 5.6 11.8 :-9.2 g.7 100 FTG T pE o. o
43 27.0 0.0 13.2 0.0 0.130 TL 11.14 PV
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SPRINKLER SYSTEM HYDRAUIJIC ANALYSIS Page 4
ut\!E: z/ z+/ zvv+C: \HASS75\HASS DATA\8401"-P1 . SDF
JOB T]TLE: MTDDIIE CREEK HOUSING STORAGE LOCKERS .20IL95O SQ. FT.
-H-LTE IA\J
END ELEV. NOZ,
NODES (Fr) (K)
O (GPM) DIA (]N) iJENGTH PRESS .
{F'TIPT DISC . VEL (FPS ) HW (C)
(PSI ) (GPM) FLIFT
SUM.
(PSr )
43 2'7.0 0.0 r3.2
48 27.0 0.0 13.3
-ZZ+.4 +.J-Lb H.L b.tJ/ Yl
0.0 4.9 100 FTG PE
0.0 0.01-5 TL 6.67 PV
0.1
0.0
44
/l
48
46
47
47
48
48
59
49
50
50
5l
51
52
52
53
53
59
EA
55
55
55
5.6
5.5
5.5
0.0
5.5
5.5
5.5
0.0
0.0
0.0
5.6
5.6
l.b
5.5
5.5
5.6
5.5
s.5
0.0
5.5
5.5
5.5
5.5
10.5
72 .2
12 .2
13 .3
11.l-
11.4
IL .4
13.3
-LJ. .t
7.4
8.4
8.4
8.8
8.8
10.8
10.8
13 .4
10.4
10.6
10.6
11.1
27 .0
27.Q
Plpe : Ib
27 .0
27 .0
27.0
27.O
Pipe ; 18
27 .0
27.0
Pipe: 19
27.0
27.0
Pipe: 2O
27 .0
27 .0
Pi na. )1
2"7.O
27 .0
Prpe:. 22
27.Q
2'7 .0
Pipe: 23
27 .0
27 .0
Di nc. )A
21 .O
2't.o
27 .0
2'7 .0
Pipe: 25
27 .0
27 .0
ro.l o. z
t9 .6
-31 .7
L9.6 7.6
0.0
-18.6
J_d. b J. I
Ld . t
-5 t.)
t-8 .9 1 .6
0.0
-299.8
0.0 5.5
0.0
-15 .2
La. z ). z
LO . Z
-31.5
16.2 5.3
15 .5
-48.0
16.6 9.7
t7 .3
-55.4
L7.3 l_3.1
18.4
-83.8
ro.:t ).2.2
0.0
-18.1
.LTJ. -L -1. tJ
L6, Z
-36.3
r8.2 7 .3
18.6
t-.090 PL l_4.00
1OO FTG
o.726 TL 14.00
L.+Z> Y\J
1OO FTG
0.133 TL
PF 1.8
PE O.O
PV
J.Z) t,r _L.I
T PE O.O
8.25 PV
L.425 PL 10-50
0.035 TL 10.50
L.425 PL 9.50
1OO FTG T
0.132 TL 1-4.50
4.315 PL
1OO FTG
0.028 TL
PF 0.4
PE O.O
PV
PF 1 . 9
PE O.O
PV
3 .42 PF
PE
3 .42 PV
0.1
0.0
PF 1 . O
PE O.O
PV
L.090 PL 11.00
1OO FTG
0.091 TL 11.00
L .425 PI.J
1OO FTG
0 .095 TL
L.425 PL
]-OO FTG
0.208 TL
L,425 PL
1OO FTG
0.357 TL
1.555 PL
],OO FTG
0.280 TL
L.425 PL
].0 O FTG
0.034 TL
L.425 PL
1OO FTG
0.1-23 Tr..,
4.00 PF 0.4
PE O.O
4.00 PV
3.7s PF 0.8
PE O.O
3.'75 PV
3.50 PF l-.3
PE O.O
3.50 PV
2.75 PF 2.5
T PE O.O
9.24 PV
4.00 PF 0.1
YE U . U
4.00 PV
4.00 PF 0.5
EEJ U U
4.00 PV
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE:2/24/2004 C : \HASS75\HASS DATA\8401-P1 . SDF
JOB TITITE: MIDDI,E CREEK HOUSING STORAGE LOCKERS -20/1950 SQ. FT'
DTDtr TAG
END ELEV. NOZ.
NODES (FT) (K)
Q (GPM) DIA (IN) IJENGTH PRESS .
PT DISC. VEL(FPS) HW(C) (TT; SUM.
(PSI) (GPM) FLIFT (PSI)
55
57
57
58
58
59
59
OL
6L
62
62
63
O.'
65
55
66
66
61
67
72
58
69
5.6
5.6
).o
5.6
5.6
0.0
0.0
0.0
5.6
f,.o
5.6
5.5
5.5
5.5
5.5
0.0
5.b
5.5
5.5
5.5
5.6
0.0
0.0
0.0
5.b
f,.b
Ll.1
l_1.5
1l_.5
L2 .3
12.3
l-3.4
13 .4
13 . B
7.6
8.6
8.5
9.0
9.0
ro.2
70 .2
13.8
>.5
L0.2
10 .2
1L.'7
tL.'7
13.8
L5 It
14 .3
L2 .3
1) '7
21 .0
27 .0
Pipe: 28
2'7 .0
21 .0
27 .0
2'7 .0
PIpe: JU
27.0
2"t.o
27.0
27 .0
27 .0
27 .0
27 .0
27 .0
27 .0
27.0
27 .0
27.O
27.O
27 .0
21 .O
27 .0
27.O
27 .0
Di '.\6 . ? q
27 .0
27 .0
- 51 - t
..L tJ. b d. z
L9.0
-73 .9
19.0 6.'7
19 .6
- v5 b
19.6 8.5
0.0
- 4'7 't .2
0.0 10.5
0.0
-15.4
L5.4 5.3
-.1_L.at
l-b .._t o . +
15.8
-48.6
lC. A q A
L] .9
-66.5
I'7 .9 L3 .4
0.0
-L7.L
rt-r 5.v
r'7 .9
-34.9
1? A ? n
19. t-
- f + . l-
'1 0 1 ln q
0.0
-597 .8
0.0 13.l-
0.0
-19.7
19 .'7 4 .0
L> . >
1OO FTG
0.128 TL
2.t24 PL 11.00
1OO FTG
0.056 TL 11.00
2.124 PL 3.00
1OO FTG T
0.102 T1-, l-1.14
4.00 PF 0.5
PE O . O
4.00 PV
PF O .'7
PE O.O
PV
PF l- .1
PE O.O
PV
4.315 PL
1OO FTG
0.066 TL
l_.090 PL 11.00
1OO FTG
0.093 T1_, l-1.00
c nn DE n 1
PE O.O
5.00 PV
PF 1.0
PE O.O
PV
4.00 PF 0.4
4.00 PV
q. (nDEI'l)
PE O.O
5.50 PV
4.50 PF 3.5
T PE O.O
9.50 PV
8.00 PF 0.9pE 0.0
8.00 PV
PF l- .5
PE O.O
PV
PF 2.I
PE O.O
PV
PF 0.5
PE O.O
PV
DF N ?
PE O.O
PV
L. +23 Y)J
].0 O FTG
0.097 TL
I.425 PL
1OO FTG
O.2I2 TL
J- .425 PL
1OO FTG
0.379 TL
1.090 PL
].0 O FTG
0. t_13 TL
1.425 PL l-3.00
1OO FTG
0.11-5 TL l-3.00
1- .425 PL 3 . 00
1OO FTG T
0.258 TL 8.00
4.3L5 PL s.00
0.1"00 TL 5.00
1.425 Pr-, 8.00
]-OO FTG
0.040 TL 8.00
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SPRINKLER SYSTEM }IYDRAULIC ANALYSIS Page 6
DATE: 2 /24/2O04 c: \HASSTs\r{ASS DATA\8401--P1 . SDF
JOB T]TLE: MTDDLE CREEK HOUSING STORAGE LOCKERS .20/T950 SQ. FT.
PIPE TAG Q (GPM) DIA (IN) LENGTHEND ELEV. NOZ. pT Drsc. vEL(Fps) Hw(c)
NODES (FT) (K) (PS]) (GPM) FLIFT
.FT]
PRESS.
SUM.
(PSr)
59
70
70
'7r
7I
72
72
79
73
75
75
75
76
76
77
77
78
78
79
'79
at.'
80
8l_
8l
dz
l.o
5.6
5.5
5.5
0.0
0.0
0.0
5.6
0.0
l-b
0.0
0.0
5.6
5.6
5.6
5.5
5.6
:l .b
0.0
0.0
0.0
).t)
5.6
5.6
5.6
12.7
13 . L
13.1
13 .4
13 .4
14 .3
14 .3
14 .5
7 .1
7.8
7.2
7.8
7.8
8.4
8.4
10 .5
10.5
11.8
11.8
-L]. U
10.1
11.1
11.1
L2 .7
1.58
Pipe : 40
zt.v
27.0
Pipe : 41
27 .0
27 .0
Pipe:42
27 .0
2t .0
Pipe; 43
27 . 0
27.O
Pipe : 44
27.0
27.O
Pipe: 45
27 .0
21 .0
Pipe: 46
27 .0
2'7 .0
Pipe : 47
z | ,v
27.0
Pipe: 48
27.O
27.O
Pipe: 49
zt.v
21 .O
27 .0
27.O
27.O
27.0
Pipe: 52
27.O
27 .0
-39.5
]-9.9 5.9
20 .3
- )> . >
20.3 5.4
20 .5
-80.4
20.5 7 .3
0.0
-o /6. L
0.0 74.9
0.0
- 1_4 .9
t4.9 5.1
0.0
--Lf._L
-lf,. _L ) . Z
0.0
-IU. U
0.0 6.0
15 .3
-+o.z
l-8.1
-64.4
J.O.-L LZ.J
-oJ,o
1-9.2 1-2.5
0.0
-161_.7
0.0 16.1
0.0
-L7.8
Lt.d o._L
18.7
-Jb. f
1-8.7 7.3
20.0
1 .555 PL
1OO FTG
0.070 TL
Z. !Z+ YtJ
1OO FTG
0.045 TL
5.50 PV
6. s0 PF O . 3
PE O.O
PV
PF 0.9
PE O . O
PV
PF 0.2
PE O.O
PV
PF 0.'7
PE O . O
PV
o, f,u
2.r24 PL 3.00
1OO FTG T
0.077 TL l_1.14
4 .3L5 PL
1OO FTG
0.L26 TL
1.090 PL
1OO FTG
0.088 TL
1.090 PL
1OO FTG
0.090 TL
T .425 PL
]-OO FTG
0.087 TL
r. )t'
T
r.lo vl
TPE
5.85 PV
0.5
0.0
7.75 PF 0.7
PE O . O
7.75 PV
7 .425 Pr., 1,0 . 50
1OO FTG
0.193 TL 10.50
!.+Z) EJ)
1OO FTG
0.355 TL
1 .555 PL
].0 O FTG
0.279 TL
+.lrti _HL
]-OO FTG
0.156 TL
l-.090 PL
lOO FTG
0.t22 TL
J /f, !,.e I..'
PE O . O
3.75 PV
3.00 PF 2.6
T PE O.O
9.49 PV
PF 2.0
PE O.O
PV
0.5
0.0
PF 1_ .6
PE O.O
PV
3 .42 PF
PE
3 .42 PV
8.00 PF 1.0
PE O.O
8.00 PV
t.42s PL 13.00
1OO FTG
0.125 TL 13.00
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SPRINKLER SYSTEM HYDRAUIJ I C ANALYSIS
DA'IE:2/24/2004 c : \HAssTs\HAss DATA\8401--p1 . sDF
JOB TITLE: MIDDLE CREEK HOUSING STORAGE LOCKERS .20/1"950 SQ. FT.
PTPE TAG
END ELEV.
NODES (FT)
Pipe: 53
82 27 .0
83 27.0
n f l:DM\ nTl/Tr\]\ T rirr^rrruE!'l\J I.r1 r.l(laD D ,
IFT]NOZ. PT
(K) (PSI )
:. b rz - I
0.0 1s.0
DTS(- \/FtT, lEpS) Hr^l rr'.|
(GPM] FT, /FT
SUM.
(PSI)
PF 2.2
PE O.O
PF 'J- .'7
PE O.O
PV
PF 0,4
PE O . O
PV
4.00 PF 0.5
PE O.O
4.00 PV
-lo.l L.+za YL J-uu
20.0 1-L.4 100 FTG T
0.0 0.280 TL 8.00
83
87
84
85
85
86
85
87
87
9L
88
89
89
90
90
>L
97
92
93
93
94
O/l
95
0.0
0.0
l.cl
5.5
5.5
(<
0.0
0.0
0.0
f,.o
5.6
5.5
5.5
0.0
0.0
0.0
5.5
0.0
0.0
5.5
5.6
5.6
15.0
75 .2
11.l-
11.7
7r .7
12 .4
!) . z
1"5 .2
.l-b. u
10.8
11.9
11.9
IJ . b
15.0
16 n
ro . z
1n q
1l_.1
t-1.1
_l_,L f
J- -L ]
12 .0
D i ne . qL
2l .o
27 .0
27 .0
27 .0
Plpe: 5b
27 .0
27 .0
Dl ha. q?
27 .0
27 .0
27 .0
2'7 .0
27 .0
27 .0
Prpe : 5O
21 .0
27.0
P]-pe : bI
zt.v
27.O
Pipe: 62
27 .0
27 .0
P i r'\ a . 61
27 .0
27 .0
Pipe: 64
27 .0
27 .0
Plpe: 65
27 .0
27 .0
-.J.!.J.2
0.0 \7.9
0.0
-78.7
18.7 6.4
t-9.1
-37. B
19.1 7.6
]-9.7
- 57 . 5
19.7 tl_.5
0.0
-875.8
0.0 !9.2
0.0
-18.4
Ld.+ b. J
L9.3
-J I /
19 .3 '7 .6
20 .6
-58.4
20 .6 LI .7
0.0
-934.2
0.0 20.5
0.0
-l-8.1
18 .1 6 .2
0.0
-l-8.1
0.0 3.6
19 .0
-37 .1
1"9.0 7.s
1q 4
1OO FTG
0.178 TL
1.090 PL
lOO FTG
0 . l-34 TL
I.425 PL
1OO FTG
0.133 TL.,
7.425 PL
1OO FTG
0.290 TL
4.316 PL
1OO FTG
0.202 TL
1.090 PL
].0 O FTG
0.1-30 TL
1.00 PF 0.2
PE O.O
1.00 Pv
4.00 PF 0.5
rE U U
4.00 PV
5.s0 PF 0.7
YL U U
5.50 PV
4.50 PF 2.8
T PE O.O
9.50 PV
4.00 PF 0.8
PE O.O
4.00 Pv
8.00 PF 1.0
PE O.O
8.00 PV
I.425 PL 13.00
1OO FTG
0.133 TL 13.00
I.425 PL
1OO FTG
0.298 TL
+,5lb LL
1OO FTG
0.228 TL
1.090 Pt,
1OO FTG
0.]-26 TL
3.00 PF 2.4
T PE O.O
8.00 PV
1.00 PF 0.2
t.EJ U. \J
1.00 PV
1.00 PF 0.'l
T PE O.O
a. 26 Ev
7.425 PL t-1.00
0.034 TL 11.00
!.125 EJ)
1OO FTG
0.729 TL
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE:2/24/2004 a. \IJlcc?c\T-racc naTA\ A4o1 -p1 snF
.JOB TITLE: MIDDLE CREEK HOUS]NG STORAGE LOCKERS ,20/7950 SQ. FT.
Q (GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT
NODES (Fr) (K) (PSr )
DISC. VEL(FPS) HW(C) (FT)
(GPM ) F],/ FT
1- .425 PL
]-OO FTG
0.280 TL
b - Jtr / r!
120 FTG
0.029 TL
5.357 PIJ
120 FTG
0.029 TI_,
5.50 PV
SUM.
/DCT\
PF l-.5
PE O . O
PF 0.7
PE 0.9
PV
PF 2,8
PE 3.7
PV
Pipe: 66
27 .0
21 .O
Pipe; 57
2l .o
21 .O
Pipe: 68
21 .0
27 .0
Pipe : 59
2t.o
27 .0
- f,b . :)
19 .4 l-l- .4
)n A
-17.r
zv .6 J.r . f
0.0
--LUl-l-. J
0.0 22.2
0.0
-1011.3
0.0 lo.2
0.0
-l_01-l_.3
0.0 r0.2
0.0
-1011.3
0.0 ro.2
0.0
-1011.3
0.0 ]-0.2
0.0
- 1011_ . 3
0.0 ro.2
0.0
-.LUII.. J
0.0 L0.2
0.0
-1011.3
0.0 ro.2
0.0
5.50
qq
96
96
97
9'7
>6
98
99
5.6
5.6
l.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
nn
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
tJ. tl
L6 .2
L6 .2
JI. O
35.1
38.0
-J6. U
50.8
52 .9
52 .9
53.1
)5. -L
f,.1. O
65.8
ol. o
67 .4
2.OO
1.655 PL 4.50
1OO FTG T
0.240 TL 10.99
b-55/ !! L.fu
].20 !'TG TB
0.029 TL sl.80
PF 2.5
PE O.O
PV
4.316 PI-, 38.33 PF ]-5.4
].OO FTG T PE O. O
0.264 TL 58 .38 PV
5.357 PL
1OO FTG
0.040 TL
87.00
87.00
6.357 PL 59.00
1OO FTG E
0.040 TL 7L.56
5.357 PL 30.00 PF 2.9
1OO FTG 2ED PE 10. O
0.040 TL '72.25 PV
YE .1.5
PE O . O
PV
PF 2.9
PE O.O
PV
Pipe: 7O
oo )1 A
100 27.0
Pr-pe: 1I
l-00 2'7.o
DV3 4.O
Pipe: 72
DV3 4.0
t<z z . )
I(-'
I(J
R4
2.5
2.5
2.5
2.5
PF 1.5
PE O , 5
PV
2.00 PF 0.1
PE O . O
2,OO PV
2.OO PF 0.1
PE O.O
PV
PF 0.7
PE O.OR4 2.5
lti l z . a
! :I'e .
lJ!.J- z . )
Et z z . 3
BOR 0.5
BOR 0.5
POC -8.0
- 1011- . 3
0.0 r0.2
0.0
5.357 PL 4.00
120 FTG EG
0 .029 TL 25 .40
6.357 PIr 4.00
120 FTG EG
0.029 TI_, 25.40
6.275 PL 50.00
140 FTG ETG
0.023 TL 123.80
FIXED PRESSURE LOSS DEVICE
12 .0 psl, 1011 .3 gpm0.0
0.0
-1011.3
0.0 67.4 0.0 10.s
sRcE 73.9 (N/A)
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DATET 2/24/2004
.JOB TITLE: MIDDLE
NOTES:
(1) Cal-culations
under l-icense
were Performed bY the HASS
no. 150?0888 granted bY
HRS SYSLems, Inc -
4?92 I'aVista Road
Tucker, GA 30084
MATERTAL: Ed-Thd HWC: 120
EquivalenE Ficting I-'engths
7.5 computer Program
SPRINKLER SYSTEM HYDRAULIC ANALYSIS PA9E 9
c : \HAss75\I{Ass DATA\84 ol- -P1' sDF
CREEK HOUSING STORAGE LOCKERS .20/7950 SQ' FT'
(2) The system has been calculated Eo provj'de an average
imbalance at each node of o ' 001 gpm and a maximum
imbalance at any node of 0'055 gPm'
(3) Totaf pressure ac each node is used in balancing the sysEem'
Maximum waEer velocity is 22'2 fL/sec at pipe 68'
(4) PIPE FITTINGS TABLE
Pipe TabIe Name: ALLSTATE ' PIP
PAGE: B MATERIAL: THNWL HWC: I2O
Diameter Equivalents Fitting Lengths in Feet
(iN) E T I-, C B G A D
El1 Tee I,ngEIl ChkVlv Bf yVlv Gatvlv AImChk DPVIv
6.3s7 77.50 37.70 11.30 40'20 L2'60 3'80 35'30 24'00
PAGE: D MATERIAL: DIRON HWC: L4O
Diameter Equivalent Fitting l-'engths in Feets
IiN} E T L C B G
Ell Tee LngElI Chkvtv BfyVlv GatVIv
6 .275 22. OO 47 .'J-O 14 . 10 50 ' 20 15 ' 70 4 '70
PAGE: O MATERIAL: EZ-FLW HWC: 120
Diameter Equivalents Fitting Lengths in Feet
(iN) E T I-', C B G A D
811 Tee 45
4.315 L4.00 28.L0 5.60 30'90 16'80 2'80 0'00 0'00
PAGE: R
ni.maier
linl
1 nqn
L . +23
c
5.00
8.20
10.30
LZ ,0V
B
6.80
6.80
6.80
b.6u
1 1n
1 1n
1 1n
1 ln
0.00
0.00
0.00
0.00
F rF T,EI
!. l l 'naa
2.40 6.00 t.20
3.50 ?.00 r.20
4.60 9.10 2.30
5.70 11.40 2.30
D
0.
0.
0.
00
00
00
00
Page 10
DATA\8401--P1 . SDF
sQ. FT. :
SPRINKIER SYSTEM HYDRAULIC ANAI-'YSIS
c: \HASS75\HASS
CREEK HOUSTNG STORAGE LOCKERS '20l1950DA1E':2/24/2004
.'OB TITLE: MTDDLE
p]I
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DATE:2/24/2004
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54+
SPRINKLER SYSTEM HYDRAUI-,IC ANAL,YSIS Page l- l
c: \HAssTs\HAss DATA\8401-P1 . sDF
I JoB TrrLE: MTDDLTE CREEK HousrNG sroRAGE i.,ocKERs .20/t950 sQ. FT.
I wATER SUPPLY cuRvE
r- L08+ll
\\\\\\\\\
\0\\\\\\\
\\\\\\\\\
90.0 psi @ l-535 gPm- > *
Flow Test Point
18 + L,EGEND
X = Required Water Supply rl
?3 . 88 psi @ 1251'.3 gpm rl
*\\\\\\\\
+ \\\\\\\\\
l9+
I I O = evailable water SuPPIY r'
| 94.57 psi @ 126r.3 gPm ''
-lI 0 + + - + - - - + - - - - + - - - - - + - - - - - - + - - - - - - - - + - - + - - - - - - - - - + - - - - - - - - - - - 'r-
I 4oo GOo go0 1oo0 12oo 14oo 1600 1800 2000
F].,OW (GPM)
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I Project Name: Middle Creek Housing Bldg CAddress: Mountain Bell Site
Hydraulic Calculations
Project Information
Vail, Colorado
Calculation Area; Building C parking Level Remote Area
Date 2124/04
File # 8401-p3
Index 1l
Design Criteria
I Occupancy Classification: Ordinary HazudGroup I Dry
r construction I combustible X Non combustibre
r Density:
. 15 Density sq/ft
t Area of Operation: 1950 sq. ft. min.
I Area per Sprinkler: l 13 sq. ft.I
Number of Spnnklers Calculated: l g heads
I Hose Allowance Rack Sprinkrer Allowance0 gpm inside b gpm
I 250 gpm outside
I Water Supply SprinklersI Static 102.0 psi Make: Viking M UprightResidual 90.0 psi Size: l/2- f= S.OFlow 1635 gpm Temp: 200.
I
Calculation Summary
Total Sprinkler Water Flow: 397.8 gpm
I Flow & Pressure: (at BOR); 397.8 gpm @ 62.3 psr
(at street connection): 647.9 gpm @ gl.g psiI *""
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DATE.2/24/2004
JOB TITLE: MTDDLE
WATER SUPPLY DATA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
.REEK HousrNG
'ARKTNG ""#i\llt:l;)13:;
Page 1
DATA\8401-p3.sDF
sQ. r't.
SOURCE
NODE
poa
s't"aTT n
f DCT I
L02 .0
RESID.
fDqTI
90.0
El l. a\ r^7
(g
(GPM)f ps r I
99. 8
647.8 cPM
250.0 cPM
O. O GPM
397.8 cPM
AGGREGATE FLOW ANALYS]S:
TOTAL FLOW AT SOUREE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRTNKLERS
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE
K= 5.50
K= q AN
v- l, aA
t\= f. bu
K= 5. 60
TOTAL REQ I D
@ DEMAND PRESS.(CPM) (PSI)
647.8 81.8
DI SCHARGE
l alDM I
'l? n
z),5
Z T .Y
1)
3
4
5
o
7
at
10
7L
L2
_!J
T4
15
16
77
18
19
20
2I
DV1
R4
l5 t, r
BF2
.rJv.t(
POC
20
22
21-
z5
27
.2
.0
. ET'F \
19 .2
1A '7
1A ')
11 1
1q n
l-9.8
Ld I
LA. Z
I7 .6
r7 .7
15.0
1q e
L>. Z
1A'7
.J-O . Z
_L/.O
1'7 1
1q n
'1 tr n
4.0
2.3
z.a
-Q n
K- 5.60
J\= ) . b u
r\= J. bu
t\= !. ttu
K= 5.50
K= 5.50
K= 5.50
K= ( An
r\= ). bu
r\- f. bu
K= 5.60
K= 5.50
PRESSURE
I pc r I
IU. tI
t2.r
20 .5
24 .9
4n q
11 1
_r-5.-L
zv, )
41.0
'l? t
!2. I
1q ?
IO. U
1a t
25.3
35 . Z
44, J
a+. f,
/o. b
81.8
11 n
r>. f,
zL.tt
25 .4
28.o
q^ltD aEr
I SPRINKLER SYSTEM HYDRAULTC ANALYSIS page 2DATE:2/24/2OOA C:\HASS75\HASS DATA\8401_P3.SDFJOB TITLE: MIDDLE CREEK HOUSING PARKING IJEVEL p3 .L5l1950 Se. FT.I PIPE DATA
I
PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS .
I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (rr1 SUM.r NODES (FT) (K) (PSI) (GPM) FLIFT (PSI)
I Pipe: 1 _17 .0 1 . 090 PL l_0 . 50 PF r .2
I 1 19.8 5.6 9.2 !.1 .O 5.8 l-00 FTc pE o.22 79.2 5.6 10.5 i-8.3 o.l-12 TL l-0.50 pv
I Pipe: 2 _35.3 :- 42S pL tO.5O pF I.2r 2 r9.2 5.5 t-0.6 18.3 7.r 1oo FTc pE o.23 18.7 5.6 1,2.7 19.5 0.117 TL 10.50 pv
I Pipe: 3 -54.7 r.425 PL 10.50 PF 2.a3 T8 -7 5.5 r2.I 19.5 11. O 1oO FTG pE 0.2I 4 I8,2 s.5 1s.1 2L.7 0.254 TL l-0.50 pv
Pipe:4 -l|.s 1,.42s pL 10.50 pF 5.14 1,8.2 5.5 15.1 27.7 15.4 100 FTG pE 0.3I 5 L'1 .6 5.5 20.5 25.3 0.490 TL 1O.sO pvI
Pipe: 5 -101.8 l-.655 pL 10.50 pF 4.2I 5 r'7.6 5.G 2o.s 25.3 rs.2 Loo FTG pE 0.2I 6 L7.I 5.6 24.9 27.9 0.402 Tr., 10.50 pv
I Prpe: 6 -129.7 2.L24 pL 56.50 pF 15.1r 6 r7.)- 5.5 24.9 27.9 r7.7 100 FTG 4ET pE 0.9r 7 1s.o o.o 4o.g o.o 0.18? TL 80.91 pv
I Pj.pe: 7 -1,29.j 4.316 pL 10.75 pF O.lt 7 1s,o 0.0 40.g o.o 2.8 100 FTG pE 0.014 1s.0 o. o 41. O 0. o o. 006 TL 10.75 pv
I Pipe: 8 -L7.0 1.090 pL 10.s0 pF .J_.2
B 19.8 5.5 9.2 17.0 5.9 100 FTG PE 0.2
- 9 1_9.2 5.6 l-0.5 l_8.3 0.112 TL 10.50 pV
r Pipe: 9 -35.3 r.425 pL 10.50 pF r.29 79.2 s.6 10.5 18.3 7 .I 1oO FTG pE o .2
I 10 18.T s.6 1-2.r 19.s 0.11T Tr., 10.50 pvtPipe: 10 -54.9 L.425 pL l_0.50 pF 2.aI t0 1"8.7 5.G I2.I l-9.S 11.0 1OO FTG pE 0.2
I li- 18 .2 s.5 15.1 2L.8 0.264 TL 10. sO pv
- pipe: 1J_ -76.5 r.425 pL 10.50 pF s.2I l-1 ra.2 s.5 15.1 2I .8 1s.4 l-oo FTG pE 0.3I L2 :-7.6 5.6 20.5 2s.4 0.491 Tr_., 1"0.50 pv
I Pipe: 1,2 -101.9 1.555 pL 10.50 pF 4.2I L2 1_7.6 s.6 20.5 25.4 1,5.2 1OO FTG pE 0.213 L7.7 5.5 24.9 28.0 0.402 Tr, L0.50 pv
I Pipe: 1_3 -r2g.g 2.J.24 pL 5d.50 pF 15.1r 13 L7.r 5.G 24.g 2g.o 11.8 1oo FTG 4ET pE o.e
_ 14 15.0 0.0 41.0 0.0 0.187 TL 80.91 pv
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SPRINKIJER SYSTEM HYDRAULTC ANALYSIS page 3DATET 2/24/2004 C:\HASST5\HASS DATA\8401_P3.SDFJOB TITLE: MTDDLE CREEK HOUSING PARKING LEVEL P3 .1.5/Ig5O SQ. FT.PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS.END ELEV. NOZ. PT DISC. VEIJ(FPS) HW(C) (FT) SUM.NODES (FT) (K) (PSI) (CEM1 FLIFT (PSI)
Pipe: 1414 15.0 o.o 4t.o2L 15.0 0.0 4L.2
Pipe: 15
15 L9.8 5.5 13.? 20.876 19.2 5.6 L5.7 22.2
-259.6 4.31-5 PL 10.?5 PF o.20.0 5.7 100 FTG PE 0.00.0 0.021 TL 10.75 PV
-20.8 1.090 PL 10.50 PF !.7
7 .7 100 FTG PE o.20.L62 TL 10.50 PV
I I5
I9
t7
18
18
I9
I9
20
20
)1
5.5
5.6
5.5
qA
t.o
0.0
J.J. /
]a ?
r_f . J
rb. u
LA . Z
L6 , Z
zJ .5
Pipe : 1- 5
-Ll.O
Pipe: L7
18.7
18 .2
Pipe: 18
78 .2
I7 .6
Pipe: 19
r7 .5
Lt.L
Pi.pe ; 2 0
77 .I
15.0
-42.9
zz. z d. b
zJ . >
2r.9 4.4
-+1,5
22.4 8.9
z3 . v
-l__rI. -L
zJ. a Io. b
)'7 d
-I38.2
27 .0 L2.5
L.425 PL 10.50
1OO FTG
0.169 TL 10.50
1_ .425 PL 10 . 50
rvv rrtJ
0.048 TIJ 10.50
I.425 PIr l-0.50
rvv rl'Lt
0.179 TL 10.50
DF .] A
PE O,7
PV
PE 0.2
PV
pF 1 q
PFI n "
PV
pE ( n
DE A '
PV
12.0
0.0
4.3
4.8
0.1
0.0
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I
I
lOO FTG
0.472 TIJ
a , J-2.! rLt
1OO FTG
0.210 TL
10.50
10.50
56.50 PF 17.0
4F:T DE' N O
80.91 PV
P i Y.la .
2I
22
Dina.
22
DV1
DV1
R4
P 1 ',t'\ A .
R4
15 t' t
P i na .
BF2
BF1
D i nc .
BF2
BOR
0.0 41 .2
0.0 53.2
0.0 53.2
0.0 62.3
0.0 62.3
0.0 64.5
0.0 64.5
0 . 0 54 .6
0.0 '76.5
v. u ot o
0.0 76.6
0.0 77.6
PF 0.1
PE 0.9
PV
27
.15. U
1q n
4.0
z5
4.0
z,J
z.)
2.s
za
2,2
z.)
zo
z.a
0.0
-397 .7 4.316 PL 7I5.52 PF0.0 8.7 100 FTG 7T PE
0 . 0 0 .047 IL 256 .00 PV
-397 .7 4.316 PL 62.25 PF
O. O 8.7 1OO FTG 3ED PE0.0 0.047 TL 92.23 PV
-397 .7 4.3L6 PL 1.50 PFO.O 8.7 ].20 FTG TB PE0.0 0.033 TL 46.40 PV
-397 .7 5.357 PL 4 . OO PF
O. O 4.0 120 FTG EG PE0.0 0.005 TL 25.40 PV
FIXED PRESSURE LOSS DEVICE
12.0 psi, 397.7 gpm
-397.7 6.357 PL 4.OO0.0 4.0 l-20 FTG EG0.0 0.005 TL 25.40
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SPRINKLER SYSTEM HYDRAULTC ANALYSISDATET 2/24/2004
JOB TITLE: MTDDLE
PIPE TAG
END ELEV. NOZ
NODES (Fr) (K)
P:-pe: 27
BOR 0.5
POC -8.0
NOTES :
c : \HASS?5\HASS DATA\84 O1
PARK]NG LEVEIJ P3 . ]. 5 i/ ]. 9 5 O SQ . FT .
n l//:DM\ T_\ T ^ / Tr\r\! -A \ rr! / I-.,ENGTH
Page 4
- r5 . 5lJ tl'CREEK HOUSING
0.0 77.6
SRCE 81 .8
PT DISC. VEL (FPS) HW (C)
(PSI ) (GPM) FL/i FT
- s> | .6
0.0 4.I
(N/A)
(FT)
6.275 PL 50
140 FTG
0 . 004 TL 1,23
in Feet
\JA
2.80 0.00
I-J(.ElDD.
SUM.
l Dc T \
. OO PF
FI T'] DE'
.80 PV
0.5
3.7
(1) CalculaL.ions were performed by the HASS 7.5 computerunder license no. 1dO7Og8B granted by
HRS Systems, fnc.
4792 LaVista Road
Tucker, GA 30084
(2) The sysLem has been calculated to provide an averagej-mbal-ance at each node of 0 . O 05 gpm and a maximumimbalance aE any node of 0.144 gpm.
(3) Total pressure at each node is used in balancing theMaximum wat.er veLocity is L5. G ft/sec at pipe f6.
program
system.
I 4 \ D T DEI
y].pe I'abI e
Diameter
(in)
6.357
pAcF - n
Diameter
(in)
o.zt3
PAGE: O
Di amet. er
/in\
FITTINGS TABLE
Name: ALLSTATE. pIp
MATERIAL : TIINW]_., IIWC : 12 0
Equivalent Fitting Lengths in FeetETLCBGAD
Ell Tee LngEll Chkvlv BfyVlv catvlv AlmChk Dpvl_vI7.60 37.70 11.30 40.20 L2.60 3,80 35.30 24.o0
MATERTAL: DfRON HWC: 140
EquivalenL Fitting Lengths in FeetETLCBG
811 Tee LngEtl ChkVIv BfyVlv GatVtv22.00 47.I0 14.10 50.20 15.70 4.7Q
MATERIAL; EZ-FLW HWC: ].2 OEquivalent Fitt.ing LengthsETLCB
E1l Tee 45
14.00 28.10 s.50 30.90 16.80
D
0.00
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SPRTNKLER SYSTEM HYDRAULIC ANALYSISDATE: 2/24/2004 C: \HASS7s\HASSJoB TTTIJE: MTDDLE CREEK HousrNG PARKTNG LEVEIJ p3 . r.5/1950
PAGE: R MATERIAL: Ed Thd HWC: 120
page 5
DATA\840L-P3.SDF
-q6 FT
D
Diameter
finl
1 non
L . + Z)
r. olf
5.00
7.00
o 1n
1L.40
Equivalent Fit.ting Lengths in FeetTLCBGAE
.Ei -L J-
2 .40
3 .50
4 .60
5.70
o.6u
6.80
5.80
1 1n
L . L0
1.10
'l 1n
1.20 5.00
!.20 8.20
2.30 10.30
2 .30 72 .60
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
C'
tn
F]
z
F]A
(rl
H
Fl43
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DATE:2/24/2004
JOB TITLE: MIDDIE
SPRINKLER SYSTEM HYDRAULIC ANAIJYSIS
c : \HASSz5 \HAss
9XqEK HOUSTNG PARKTNG LEVEL p3 .15/L950
page G
DATA\8401_-P3. SDF
SO ETT
N
@
r.l
;
\o
F{
;
..1
tri
.ri
U)
oo
o
4
o
0
'F{
u)
Pr
^;
(J
JJ
6l
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rl
Iolr-{
o
Nrl
EI
7n 7n
//A //1
t--l2H
f'l
F]
orqt{tnuDF4t{o<D()
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54+
415+
3 5+
2'7 +
P
R
s
s
U
R,E
(
P
S
)
18+
9+
DATET 2/24/2004
.]OB TITIJE: MIDDLE
WATER SUPPLY CURVE
l nnr
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>v+
>u+
d_L+
bJ+
SPRINKIJER SYSTEM HYDRAULIC ANALYSIS
.REEK lrousrNc pARKrNc o"#;\filt:l:)lff ;
page 7
DATA\8401-P3.sDF
SQ. FT.
0\\\\\\\\\
LEGEND
X = Required water Supply
8J_.83 psi @ 647.8 gprn
\\\\\\\\\
\\\\\\\\\
\\\\\\\\\90.0 psi @ l_635 gpm- > *
FLow Test point
X
n
tl
tl
0 = Available Water Supply ,l
99.84 psi @ 647.8 gpm ,l
0++- +- - -+- - - - +- - - - - +- - - - - -+- - - - - - - - +_ _+_ _ _ _ _ _ _ _ _+_ _ _ _ _+400 600 800 1000 ]-200 L4oo l-600 1800 2000
FI.,,OW (GPM)
t
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Hydraulic Calculations
Project lnformation
I ProjectName:
M:1*ff'i:i,t:,:""'
Vail, Colorado
I Calculation Area: Building..A,,- First Floor
Date 3/t/04
File # 84014-2
Index 105
Design Criteria
r Occupancy Classification: Residential
r construction X combustibre I Non combustible
I Density:
t
Area of Operation:
Area per Sprinkler:
I Number of Sprinklers Calculated:
I Hose Allowance! 0 gpm inside
100 gpm outside
I.t Water Supply
r Static 102 psi
I Residual 90 psiI-Flow 1635 gpm
.05 min density
N/A.
256 sq. ft. max.
4 head(s)
Rack Sprinkler Allowance
o gpm
Sprinklers
Make: Viking M-4 VK430Size: 7116" K= 4.30
Temp: 155o
Calculation Summary
I Total Sprinkler Water Flow:53.8 gpm
I Flow & Pressure: (at base ofriser): 53.g gpm @ 40.7 psrt (atcityconnection): 153.g gpm @ 43.4 psi
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Notes:
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^ ta l^^^,D!+LL: J/ L/ ZVVl
JOB TITI-,E: Middle
WATER SUPPLY DATA
SPRINKIJER SYSTEM HYDRAULIC ANAIJYSTS
C: \HASS75\HASSCreek Housing - 4 Head Calc.
Page 1
DATA\8401A,-2. SDF
AGGREGATE FI,OW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM AI,LOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANAIJYSIS DATA
NODE TAG ELEVATION NODE TYPE
SOURCE
NODE
POC
qTA'FT.l
I DCT I
102.0
t.HDI,
FLOW
rg|
(GPM)\ .FDI,'
1nl e
25 .4
26 .4
40. z
26 .2
za .6
zL . o
>.r
9.2
10 .4
10.5
L0.4
to.7
1-6.5
!t,)
t7 .9
1a o
20 .9
J-O.:'
18.7
ro. o
l_9.1
2L .5
9.9
2r .7
zz . >
zo . o
26 .5
26. I
zo .6
1.53.8 cPM
L00.0 cPM
O. O GPM
53.8 GPM
PRESSURE DISCHARGE
(PSI ) (GPM)
TOTAL REQID
@ DEMAND PRESS.
(GPM) ( PsI )
153.8 43.4
1
5
5
o
7
I
10
l-L
I2
13
T4
15
16
L7
l_8
L>
20
2t
z5
za
zo
27
28
z>
30
J.L
32
JJ
34
35
13
l-3
IJ
IET\
- zo . )
-zo. f,
- zo . )
- zo , v
-25 . O
-r6.7
- zo . a
-2b.5
-zo. u
-zI.)
-26 .0
-26 .0
-26 .0
-t5.7
-o o
'I 1
-ro. /
_LO. /
-1 E,
'1 1
1|
11
K= 4 .30
1=_n_'l
K= 4.30
K= 4.30
0
1
:
a1
IJ. t'
I SPRTNKLER SYSTEM HYDRAUIJTC ANAIJYSIS Page 2I DATET 3/!/2004 C:\HASST5\HASS DATA\8401A_2.SDF
'JOB TITLTE: Middle Creek Housing _ 4 Head Calc.I il8;; HA""";:#i;?".'
IFTI
1.1_
'I 1
L.l-
1.1-
-4.5
- /.f,
-7 .5
-7.5
-8.0
-8.0
- t.a
- t.:)
1.1
l-.1
u.b
1.1''| r
11
11
u.b
0.6
1.1_
11
L.l-
0.6
0.6
1.1
L.1
l-.1
1.1
1.1
1.1
oa
>.6
>,d
o.tr
J..5
_a n
NODE TYPE
SOURCE
40 . >
ZI.I
2r.7
23.0
45 , U
23 .7
23.3
25 ,1
zJ . z
z5 , a
zu .3
24.1
)1 <
27 .4
zt.)
zt.J
zt.6
zL6
at,o
z t.o
z+.5
z1 . a
2., . J
25 .9
z3 . t
27 .4
?R 4
40 .7
43 .4
PRESSURE DISCHARGE
(PSI ) (GPM)
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JO
11
JU
5>
4I
.tJ
44
AC
47
48
49
f,J-
JZ
ll
55
5b
57
5d
3>
60
bJ-
52
63
64
55
67
69
RL
R2
R3
R4
R6
POC
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I
53.8
I SPRTNKLER sysrEM HYDRAULTC ANAlysrs p:..,a ?r DATE: 3/7/2004 C:\HASS75\HASS DATA\rnoro_]]io"JOB TITLE: Middle Creek Housing _ 4 Head Calc.I PIPE DATA
I PIPE TAG Q (GPM) DIA(IN) LENGTH PRE5S.END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
I NODES (FT) (K) (PSI) (GPM) FLIFT (PSI)
Pipe, l" 0.0 1.055 pL 5.62 pF 0.0I 1 -26.s o. o 26.4 o. o 0. o 1s0 FTG E pE _0.2I 4 -26.0 0.0 26.2 o.o o.ooo TL 8.62 pV
I Pipe:2 o.o 1.055 pL 8.96 pF o.o
I 2 -26.s 0. o 26.4 O. O 0.0 1s0 Frc ET pE _o.24 -26.0 0.0 26.2 o. o o. oo0 TL 79.46 PV
I Pipe: 3 O.O 1.055 pr_, 10.50 pF 0.0- 3 -26.5 0. o 26.4 o. o 0. o 150 FTG ET pE _0.24 -26.0 0.0 26.2 o.o o.0oo TL 2I .OO pV
I Prpe: 4 o. o 1.055 pL 1.88 pF o. o4 -26.0 0.0 26.2 o.o o.o 150 FTG pE 0.0r 5 -26.0 0.0 26.2 0.0 0. OOO Tr.., 1. Bg pV
t Pr-pe: 5 0.0 l-.055 pL I.7g pF O.o5 -26.0 0.0 26.2 o.o 0.0 150 FTc T pE 0.0I 6 -26.0 0.0 26.2 O. O 0.000 Tr, 9.2s pvI
Pipe: 6 -7 .3 1.055 pL o..tr pF o. oI 6 -26_0 0.0 26.2 0.0 2.7 150 FTG E pE 0.0
I 7 -26.0 0.0 26.2 0.0 0.013 TL 3.7L pV
I Pipe: ? -7.3 1.055 plr 9.29 pF 0.2I 7 -26.0 0.0 26.2 o. o 2.7 l_50 FTG T pE _4. or g -).6.7 o. o 22.4 o. o o.0l-3 TL 16.79 pv
I Pipe: I 7.3 1.05s pL 29.79 pF 0.4t 6 -25.0 O.O 26.2 o.o 2.7 tso FTG E pE 0.09 -26.0 0.0 25.8 o. o o. ol_3 TL 32.79 pV
I Prpe: 9 7.3 1.055 pL 9.2g pF 0.29 -26.0 o. o 25.8 0. o 2.7 150 FTG E pE _4 .orr 10 -16.1 0.0 2I .6 O. O 0.013 TL I2.2g pV
I
- pipe: 1o -13.0 1.055 pr, g.2g pF o.711 -26.s 4.3 9.1 13. O 4.8 150 FTG ET pE _0.2
I 13 -26.0 0.0 9.6 o.o 0.03g rL Ls.lg pvI
Pipe: 11 _13.1 1.05s PL 5.33 PF 0.6I 12. -26.5 4.3 9.2 l_3.1 4.8 150 FTG ET pE _0.2
I 13 -26.0 0.0 9.6 O.O 0.038 TL 15.83 pV
r Pipe: 12 -26 .l_ 1 . 055 pIJ 5.3g pF 0 . 9I13 -26.0 0.0 9.5 O.O 9.6 150 FTG pE 0.0I rs -25.0 o.o 10.s o.o 0.13? Tr_., 5.38 pv
I Pipe: 1-3 -13.8 1.055 pr_, 7.96 pF 0.8a 14 -27.5 4.3 10.4 13.8 s.l 150 FTc ET pE _0.6]s -26.0 0.0 L0.5 o.o 0.042 TL 18.46 pv
I
SPRINKLER SYSTEM HYDRAULIC ANALYSTS page 4I DATE: 3 /t/zoos c:\HAss?s\HASs DATA\8401A_2.SDFJOB TITLE: Middle Creek Housing _ 4 Head Ca1c.I PTPE TAG Q(GPM) DIA(IN) LENGTH PRESS.I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM-NODES (Fr) (K) (PSI) (GPM) FLIFT (PSI)
I Pipe: 14 _39.9 1. Os5 pL 0.62 pF o.2- 15 -26.0 0. o 10. s 0. o r4.7 l_so FTG pE 0. or7 -26 .O O. O 10.7 o. o 0.301 TL 0.62 pv
f Pipe: 15 -13.8 t_.05s pL L2.79 pF 1.016 -27.5 4.3 10.4 13.8 5.1 l-50 FTG ET pE _0.6I L7 -26.0 0.0 IO.7 0.0 0.042 rL 23.29 pv
I Pipe: 16 _53.8 1.055 PL 3.54 PF 5.877 -26.0 O.O t0..7 0.0 !g.7 150 FTG T pE o.oI t8 -25.0 0.0 15.5 o.o 0.522.tr., 11.04 pvII
Pipe, 17 _37 .L 1.055 pt l-. 04 pF 1.1I 18 -26.0 0.0 16.5 o.o r.3.G 150 FTG E pE 0.0I 19 -26.0 O.O !7.5 0.0 0.263 TL 4.04 pV
I Pipe: 18 -37.I 1.055 pL g.2g pF 4.4
I \? -26.0 o. o r7 .s 0.0 13.6 l_so Frc r pE _4. o20 _16.7 0.0 77.9 0.0 0.263 TL L6.79 pv
I Pi.pe: 19 -16.6 t-.055 pl, 40.93 pF 2.4r 18 -26.0 0.0 15.5 0.0 6.I l-50 FTG pE 0.02r -26.0 0.0 18.9 0. o o. 060 Tr_, 40.83 pv
I Pipe: 20 -rG.6 1.055 pt_, 57.79 pF 4.227 -26.0 o.o 18.9 0.0 6.1 150 FTG 4E pE _2.2r 22 -27.0 0.0 20.9 o.o 0.060 TL 69.79 pV
t pipe r 21 -16.6 1.055 pL r-1. og pF 0.822 -2T.0 0.0 20.9 o.o 6.7 150 FTG E pE -4.8I 23 -9.9 0.0 1G.9 0.0 0.0G0 TL 14.09 pvI
Pipe: 22 -L6.6 l-.055 pL 22.6i pF 1.8I 23 -9.9 o.o 15.9 o.o 5.1 150 Frc T pE 0.0
I 24 -9.9 0.0 1_8 .7 0. o o. o5o TL 30.17 pv
I P j.pe: 23 -31. O l_.055 pL 11. OO pF 2.6I 24 -9.9 0.0 ]-8.7 0.0 11.4 l-50 FTG E pE _4.8r 2s r-.1 0.0 !6.5 0. o o. r.BB TJ.., 14. oo pv
I
t pr.pe: 24 14.4 1. oss pL 49.92 pF 2.5I 24 -9.9 O.O L8.7 O.O 5.3 150 Frc 2E pE 2.e25 -16.7 0.0 19.1 o.o 0.045 TL 55.92 pv
I Pipe: 25 I4.4 1.055 pL., 25.75 pF 1_.225 -16.7 0.0 19.1 o. O 5.3 L5o FTG pE 0.0
r 20 -16.7 0.0 'J,7 .9 O. O 0.045 TL 26.75 pV
I pipe: 26 -22.g l_.055 pjJ 23 .04 pF 3.620 -16.7 0.0 t7.9 0.0 8.4 l_so FTe TL pE 0.0I zt -L6.7 o.o 2r.s o.o 0.106 Tr, 33.s4 pv
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10
27
27
28
8
28
SPRINKLER SYSTEM HYDRAULIC ANALYSIS page sDATE: 3/7/2004 c: \HASS7s\HASS DATA\8401A_2. SDFJOB TITLE: Middle Creek Housing _ 4 Head Calc.PIPE TAG Q(GPM) D]A(IN) LENGTHEND ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT)NoDEs (Fr) (K) (psr) (cpr,l) FLlFr
7.3 l_.055 PL 0.71 PF 0.10.0 2.7 150 FTG T PE 0.00.0 0.013 TL 8.2r PV
-15.5 1.055 PL 15.33 PF 1.20.0 5.7 150 FTG T PE 0. o0.0 0.052 TL 22.83 PV
-7 .3 1 . 055 PL L7.42 PF O .20.0 2.7 1"50 FTG T PE 0.00.0 0.013 TL L8.92 PV
-22.8 1.055 PL 5.67 PF 1.70.0 8.4 150 FTG ET PE _14.s
0.0 0.106 TL 15.77 PV
-22.8 1.0s5 PL 9.2\ PF 1.30.0 8.4 t-so FTG E PE 10.50.0 0.105 TL 72.27 PV
-22.8 1.05s PL 3.62 PF r.20.0 8.4 150 FTG T PE O.O0.0 0.105 TL Lr.12 PV
-17.8 1.055 PL 5L.67 PF 3.70.0 6.5 150 FTc L PE 0.00.0 0.068 TL 54.67 PV
-77.8 l-.055 PL 47.42 PF 3.60.0 5.5 t-50 FTG 2E PB _3.7
0.0 0.058 TIJ 53.42 PV
-17.8 I.291, PL 9.50 PF 0.20.0 4.4 150 FTG PE O. O0.0 0.025 TL 9.50 PV
-77.8 L.291 PIJ 3.58 PF 0.10.0 4.4 150 FTG PE 0.00.0 0.025 TL 3.s8 PV
-77.8 L.29I PL 3.s8 PF 0.10.0 4.4 150 FTe PE 0.00.0 0.025 TL 3.58 PV
-17.8 t.297 PL 3.s8 PF 0.10.0 4.4 150 FTG PE 0.00.0 0.025 TL 3. s8 PV
-r7 .8 L.29]- PL 3. s8 PF 0.1O,O 4,4 150 FTG PE O.O0.0 0.025 TL 3.58 PV
SUM.(psrl
Pipe: 27
-'J-6.'7 0.0
-L6.7 0.0
Pipe: 28
aL.o
zL.:)
-r5.7 0.0 2r.5
-76.7 0.0 22.7
Pipe: 29
-16.7 0.0 22.4
-L6.7 0.0 22.7
l3:'
l#
l30
-1 II
I
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I
I
I
I
I
I
T
3i_
5Z
32
33
33
34
34
35
35
.]b
35
37
Di ha. 2 n
-16.7
Di no .
"
1
_Ll]. /
- /.5
Pipe: 32
-7.5
_7.5
Pipe : 33
- t,a
- t,)
Di^a. 2/r fyL r Jz
-7.5
1,.1-
Pi na .
" c! 4rv r JJ
t-.1
L.1
D i na . ? ^
l-.1_
1.1-
Di ^o . 11
1.1
1.1
Di ne. ?q
t-.1
l-.L
Pi ne. ?Q
1.1
1.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
22 .7
oo
9 -9
11 1
2L .7
26 .6
zo . a
25 .8
26 .8
zo , >
11 A
)'7 1
SPRINKITER SYSTEM HYDRAULIC ANALYSIS p^da a! DATE: 3 /I/2004 t- . \ rr
^
q e " F \ .r ^ o c nnhn\ ^,^r
- s:'v v
,foB rrrLE, rvi jare creek Housing _ 4 Head a"i;)"ottts\HAss DArA\840r-A-2 ' SDF
I
n'"irlo"
ELEV. Noz. pr
NODES (Fr) (K) (PSr )
Q (GPM) DIA(IN) LENGTH
DISC. VEIr (FPS) HW (C) (FT)
(GPM) FL/ FT
-I1 .e 1 . 29L PL 3 .58
0.0 4.4 150 FTG
0.0 0.025 TL 3.58
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PRESS.
SUM.
(PSr)
YT U.l.
PE O.O
PV
.fO
5>
39
J-L
4L
40
4I
4!
42
42
43
44
43
43
45
45
47
47
48
25
48
48
49
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4J . U
al .1
23 .0
23 .0
23 .0
zJ , v
ZJ L
25.3
23 .I
23 .1
23 .2
z3 , +
4). Z
23 .2
zJ , )
,n ?
I6 .6
20 .3
)n '2.
aA 1
0.0
0.0
0.0
0.0
Pipe: 40
l-.1 0.0 27.t
1.1 0.0 27.2
Pipe : 41-
1.1 0.0 27.2
1.1 0.0 21 .4
Pipe: 42
-17.8 L.29t PL 0.50 PF
O. O 4.4 150 FTG T PE0.0 0.025 TL 9.50 PV
-7.5
-7.5
Pipe : 43
-.1 . o
_7.5
Pipe: 44
-1 .5
-7.5
Pipe: 45
-7.5
-7 .5
Pipe: 45
-8.0
-7.5
Pipe: 4?
-7.5
-1.5
Pipe: 48
-8.0
- /.1
Pipe: 49
-7.5
- t.a
Pin-, trnr+P!,
_7.5
l_.1
Pina. c1
1.1
1.1_
Pipe: 52
l-.1
l-.1
-4.9
0.0 1.8
0.0
1.055 PIJ 74.25
150 FTG T
0.006 TIr 27.75
1.055 PL 6.04
150 FTG 3E
0.000 Tr, 15.04
0.2
0.0
pE n 1
PE O.O
PV
PF O.Opll r ?
PV
-4.9
0.0 1.8
0.0
-4.9
0.0 1.8
0.0
0.0
0.0 0.0
0.0
I. Uf,f, rir
150 FTG
0.006 TL
1.055 PL
1qn F'Tr]
0.006 TL
r. ul) l1.L
150 FTG
0.000 TL
1.055 PL
]-50 FTG
0.000 TL
I. Uf,f, 11!
150 FTG
0.006 TL
1qn FTr:
0.006 TIJ
L.055 PIr
150 FTG
0.188 TL
1.055 PL
]-50 FTG
0.248 TIJ
PE
3.38 PV
0.0
0.0
0.0
0.0
-4.9
-t.at
1.055 PL 9.L2 PF
150 FTG PE
0.005 TL 9 .L2 PV
8.75 PF 0.1
T DF N N
LA , Z) l:V
3.7I PF 0.0
2E PE -0.2
9.7L PV
0.1
0.0
3.00 PF 0.0
yL - v . z
3 .00 PV
q? ?q DF N ?
rL U. U
5J, /5 PV
65.88 PF 0.5
2E PE -3.7
72.88 PV
9.00 PF
ET PE
l-9.50 PV
B.T7 PF
TPE
T5 .67 PV
0.0
J,>
0.0
0.0
0.0 0.0
0.0
-4.9
0.0 1.8
0.0
-4.9
0.0 l-.8
0.0
-31_.0
0.0 L1,.4
0.0
-35.9
0.0 ]-3.2
0.0
JOB TITIJE: Middle Creek Housing _ 4 Head CaIc.
I PIPE TAG Q(GPM) DIA(IN) LENGTH
t END ELEV. NOZ. pT Drsc. VEIJ(FpS) HW(C) (FT)NODES (rr1 (K) (PSI) (GPM) FLIFT
I DArE: 3 /L/2004
SPRINK].IER SYSTEM HYDRAULIC ANALYSIS
C : \HASSTs\HASS DATA\84 O j-A_2 . SDF
!.l(ED D .
SUM.
(PSI )
1.055 PL L3.21 PF 3.3
I qn ETt,:PE O.O0.248 TL 13.21 PV
1.055 PL 4.08 PF
150 FTG E PE
0.000 TL 7.08 PV
1.055 PL 3.58 PF
PE
3.58 PV
3.58 PF
PE
? qA D\/
? ne DF ^ ^TFDETN^
12.08 PV
4 1q, DE' n 1
4.75 PV
I A'7 DP n n
20.t7 PV
12.33 PF 0.0
2E PE -0.2
1n ?? D\/
14 nn DF ^ ^
HE U. U
14 .00 PV
4.83 PF 0.0
rF DF A A
L2.53 _HV
4 '7C pE n I
4.75 PV
6.00 PF 0.0
trT DE" -6 a
IO. ]U YV
4.50 PF 0.0
7.50 PV
I
T
49
50
lsl
l:,1
lE4
59
t
I
157
l;3
rse
I
I
162
I
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-53.8
EA
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
-f,J.at
:)..1
0.0
0.0
0.0
0.0
Prpe; 53
1.1
'I 1
Prpe: 54
0.6
1.1
Pi ne. qq
1.1
1.1
Pipe: 55
1.1
1.1
Plpe : 5 I
1.1
1.1
Prpe: 58
1.1
1.1-
Pipe: 59
1.1
Pipe: 50
0.5
1.1
Prpe: 6L
1.1
l-.1
Pj.pe: 52
1.1
1.1
Pipe; 63
1.1
1.1
P j.pe: 64
0.6
1.1
Pipe: 55
0.5
1.1
24 .I
27 .4
2't .6
27 .4
)1 A
27.4
27 .4
27.4
27 .4
27 .5
27 .7
27 .7
27 .5
2'7 .5
z | .)
27 .6
27.8
27 .6
27.8
-Jf,. >
0.0 3.3.2
0.0
lz:
t;;
0.0
-0.2
0.0
0.0
0.0
0.0
55
59
56
150 FTG
0.000 TL
r. vtf, li!
150 FTG
0.000 TL
1 'qr DT.
l qo FT.:
0.000 TL
2.009 PL
150 FTG
0.023 TL
l- . 055 PL
I qn ET/:
0.000 TL
1.055 PL
150 FTG
0.000 TL
150 FTG
0.000 TL
t. uf,tr L!
150 FTG
0.000 TL
2.009 PL
150 FTG
0.023 TL
1.055 PL
]-50 FTG
0.000 TL
1.055 PL
1 q o F'rFr:
0.000 TL
l;;
OU
67
51
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nA.FF. -, /1/.A^A SPRINKLER SYSTEM HYDRAUIJIC ANALYSIS page 8unr.: r / tl zvv.r c: \HASS75\HASS DATA\e4otA_2.sDFJOB TITLE: Middle Creek Housing _ 4 Head Calc.rTTE lAI' Q(GPM) DIA(IN) LENGTH PRESS.END ELEV. NOZ. PT DISC. VEIJ(FES) HW1g1 (FT) SUM.NODES (FT) (K) (PSI) (GPM) FI,/FT (PSI)
62
63
63
64
64
65
65
66
66
57
o,/
58
68
69
69
R1
R1
R2
R3
R2
R3
R4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
24 .5
?q o
z) . >
z) , t
38 .4
27.4
38.4
40 .7
Pipe: 66
1.1 0.0 27.6
1.1 0.0 2"1 .6
Pipe: 57
1.1 0.0 27.6
1.1 0.0 27.6
0.0 1.055 PL 4.00 PF o. o0.0 0.0 l-50 FTG PE O.o0.0 0.000 TL 4.OO PV
0.0 1.055 PL 4.00 PF o. o0.0 0.0 150 FTG PE 0.00.0 0.000 TL 4. O0 PV
Pl-pe : 5 8
1.1
1.1
Pipe: 59
1.1-
1.1-
Pj,pe: 70
1.1-
1.1
Pipe : 71
t-.1
9.8
Pipe: 72
9.8
9.8
Pipe: z3
9.8
qa
Pipe: 74
9.8
o.5
Pi.pe; 75
o.l
o.5
Pipe: 75
6.5
J..1
Pipe: 77
3.3
Pipe : 78
3.3
-2 .0
0.0 27.6
0.0 27.5
\J,U Zt.O
Lr, v z I .o
0.0 27.5
0.0 27.6
0.0 27.6
0.0 24.3
0.0 24.3
0.0 24.5
0.0 24.5
0.0 24.5
0.0
0.0 0.0
0.0
0.0
0.0 0.0
0.0
0.0
0.0 0.0
0.0
-53.8
0.0 3.s
0.0
-53.8
0.0 3.5
0.0
0.0 3.5
0.0
I.29I PL
150 FTG
0.000 Tt
r. Z>L E!)
150 FTG
0.000 TL
1 ?q1 DT.
150 FTG
0.000 TL
2 . 495 PL
1 5 n E'Ta:
0.008 TL
2.495 PL
150 FTG
0.008 TL
2.4v5 PL
150 FTG
0.008 TL
5.00 PF 0.0
PE O.O
5.00 PV
5.00 PF 0.0
6.00 PV
0.50 PF 0.0
T PE O.O
9.50 PV
L6,L2 PF 0,4
2ET PE -3 .8q) 1) D\r
9.83 PF 0.2
T DE] A N
27 .83 PV
3.33 PF 0.0
PE O.O
? ?? Dv
-s3.8 3.260 PL 3.290.0 2.L l_20 FTG0.0 0.003 TL 3.29
53.8 3.260 PL 0.so0.0 2.r 120 FTG0.0 0.003 TL O.5o
-53.8 3.250 PL 3.2s0.0 2.t 120 FTG E0.0 0.003 TT_, L2.55
pF n n
pF 1 4
PV
DF N A
PE O.O
PV
PF O,O
PE !.4
PV
PF O.O
EPJ Z. J
PV
l*,
R4I
R5
l*'
0.0
0.0
FIXED PRESSURE LOSS DEVICE
11.0 psi, s3.B gpm
-53.8 3.250 PL 2.OO0.0 2.7 120 FTc E0.0 0.003 TL 1i..40
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DATE:3/I/2004
JOB TITLE: Middle Creek
PIPE TAG
END ELEV.
NODES (FT)
Pipe: 79
R5 -2.0POC -8.0
Housing - 4
D.t nrea
(PSI) (GPM)
SPRINKI.,ER SYSTEM HYDRAULIC ANALYSIS Page 9
C: \HASS75\HASS DATA\8401A-2 . SDF
NOZ.lv\
0.0 40.7
43 .4
-53.8
0.0 1.3
(N/A)
Head Calc.
Q (GPM) DIA (IN) LENGTH
VEL (FPS) HW (C) (FT)
trf,/F,r
4 nqq DT.
n nnl TT
?E nn
el )i
qT TM
rDETI
D[r n 1
PV
NOTES:
(1) Calcufations were performed by the HAss 7.5 computer programunder ficense no. 16O7OBgg granted by
HPq q\t<t- amc Tn^
4792 LaVista Road
Tucker, GA 30084
(2) The system has been calculated
imbalance at each node of 0.001imbalance aE. any node of O.053
(3) Total pressure at each node is
Maximum water velocity is L9.7
to provide an average
gpm and a max j.mum
gpm.
used in balancing t.he system.
ft / sec at pipe 1G.
(4\ PTDE]
PAGE: B
Diameter
(in)
3.260
pAr:F - n
Diamet.er
(in)
4.095
PAr]E . T
Di-ameter
(in)
J-. U55
t nno
2 ,495
FITTINGS TABLE
Name : STANDARD. PIP
MATERIAL: THNWL HWC: ]-20
Equivalent Fitting I_,engths in FeetETLCBGAD
Ell Tee LngEII ChkVlv BfyVlv catvlv Almchk DpVfv9.40 20.20 6..70 21.50 1-3.40 1.30 !7 .40 13.40
MATERIAL: DIRON HWC: l-4 0
Equj-valent FiEt.ing Lengths in Feet.ETLCBG
E]l Tee IJngEll ChkVlv Bfyvlv GatVlv!4.40 28.90 8.70 31.80 17.30 2.go
MATERIAL: Cppr_M HWC: 150
Equivalent Fitting I_.,engths in FeetETLCBG
El] Tee LTE ChkVa BFVa cateva
3 .00 7 .50 3.00 7 .50 9. OO 1. so4.50 9.00 3.00 10.50 9.00 L.50
7. s0 l-5.00 4.50 l-6.50 9.00 1.509.00 r8.00 5.00 2l-.00 10.50 1_.50
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DATE: 3/1/2004
JOB TITITE: Middle Creek Housinq
SPRINKLER SYSTEM I{YDRAUIJIC ANALYSIS
c: \HAss?s\HAss- 4 Head CaIc.
page 10
DATA\8401A-2.SDF
o
N
corl
(o
.l
;
r.)
\ori
;
h
U)
O
.i
OI
lJ.rl
(,
(J
m
u)o
HCI
II{-rz
U> --lrl!tudAri
(o
F4B
^Nr{
I
r-1
I\o N
E E9!
.. od d
B" fl: AE
: Eo i U 6
7n 7m//t //i//A //Ao'"
ao
trl
C,4DOrrl Adt'1 C0 sl D F4 frl
I
li
I noi
t"i
I n,,l
Ut;
lr sI i"i"
I"i
I ,,1
t
I
bJ+
54 +
v+
SPRINKLER SYSTEM HYDRAUITIC ANALYSIS page L1t DATET 3/!/2004
.roB TrrrJE: Middle creek llousing - 4 Head ".i;)*ttts\HAss
DATA\8401-A-2'sDF
t WATER SUPPLY CURVE
I 108+
I
-lllr .0\\\\\\\
99+ \\\\\\\\\
\\\\\\\\\
\\\\\\\\\
\\\\\\\\\90.0 psi @ 1635 gpm-> *
Flow Test point.
-lr t----_____Ir 18 + r-,EGEND rr
tl
X = Required water Supply ,l
43.31 psi @ L53.8 gpm r
tl
0 = Available Water Supply ,l
10L.85 psi @ 153.e gpm r
0++- +- - -+- - - -+- - - - -+- - - - - - +_ _ _ _ _ _ _ _+_ _+_ _ __ _ _ _ _ _+_ _ _ _ - _ _ _ _ _ _+l 400 600 800 1000 12oO 14oO 1600 1800 2oooI FLow (cpM)
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Hydraulic Calculations
Proiect Lrformation
I Project Name: Middle Creek Housingt Mountain Bell Site
Vail, Colorado
r Calculation Area: Building ..A" - Third Floor _ Storage Area
Date 3/l/04
File # 8401A-4
Index 105
Design Criteria
I Occupancy Classification: Ordinary Hazard tr
I Construction X Combustible I Non Combustible
t Density:
I
Area of Operation:
Area per Spnnkler:
I Number of Spnnklers Calculated:
I Hose Allowancl,
inria.
.20 min density
Entire Room
79.5 sq. ft. max.
22 head(s)
Rack Sprinkler Allowance
o gpm250 gpmoutside
t Water Supply Sprinklers
- Static 102 psi Make: Viking M VK302
I Residual 90 psi Size: ll2" K= 5.60Flow 1635 gpm Temp: 155o
Calculation Summarv
I Total Sprinkler Water Flow: 405.9 gpm
I Flow & Pressure: (at base ofriser): 405.9 gpm @ 6g.g psi! (atcityconnection): 655.9 gpm @ 74.1 psi
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' Notes:
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DATE:3/I/2oo4
L]OB TITLE: MJ.dOOe
WATER SUPPLY DATA
SPRINKLER SYSTEM HYDRAUIJIC ANALYS]S
C: \HASS75\HASSCreek Housing - Building A - Storage
Page 1
DATA\8401A-4.SDF
SOURCE
NODE
POC
STATIC
PRESS .
(PSI)
r02 .0
RESID.
(Psr)
90.0
FIJOW
@
..:DM I
1635.0
AVAIL.
r DC T }
99.8
27 .4
27 .4
zt,L
a1 1
23 .7
27 .2
23 .2
za . I
28.7
za , a
27 .9
2a .5
z I .>
zt.6
23.8
28 .0
1A , V
zr.5
Itr.6
aJ . >
zJ, z
23 .0
8.3
18.6
18 .4
-!5. J
8.8
8.8
oo
TOTAL REQ'D
@ DEMAND PRESS.(GPM) (Psr )
555.9 14.r
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTI{ER HOSE STREAM ALLOWANCES
TOTAL DISCI{ARGE FROM ACTIVE SPRINKI-IERS
NODE ANALYSIS DATA
NODE TAG EIJEVATION NODE TYPE
6qq q r:DM
250.0 cPM
O. O GPM
405.9 cPM
PRESSURE DISCHARGE
(PSI ) (GPM)
I
1
2
3
5
o
7
I
9
10
11
I2
13
t4
15
16
I7
18
l-9
20
2I
22
23
)4
za
27
28
10
30
31
34
{ FT'I
'zo .2
- z0 . a
- z6 - u
-26 .0
-16.7
- ao . )
- zo . J
- zo . v
'z |,)
- 26 . u
-z I .a
-26.O
-21 . O
11
-ro ,/
-16.7
- t.3
-7 .5
11
11
11
K= 5.44
K= 5.44
K= 5.44
LO . Z
LO. Z
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SPRINKLER SYSTEM HYDRAUIJIC ANALYSIS page 2DATE:3/7/2004 C:\HASS75\HASS DATA\8401-A_4.SDF,JOB TITLE: MidOoe Creek Housing - Building A _ Storage
NODE ANALYSIS DATA
NODE TAG EIJEVATION NODE TYPE PRESSURE DISCHARGE
( Fr) ( psr ) (GpM)
.1O
.'at
J'
A1
13
44
45
47
48
49
50
51
52
53
54
55
:)b
58
59
50
5T
oz
63
65
66
58
eo
_i< t
R2
KJ
r(tr
11
11
11
11
-4 .6
- t,)
- t.)
-8.0
-a n
- t,J
't.)
1.1
11
0.5
11
'1 1
11
'I 1
u.b
AE
1.1
11
l_.1-
0.5
0.5
11
l_.1
l-.1-
'I 1
11
L.1qn
qa
o.f,
-8.0
9.2
qe
l_0.8
1'1 A
t8 .7
ro. o
10 n
L9 .2
1C ?
L>. L
1q a
1.7 1
18.0
1',t n
r7 .2
L8 .7
17.8
>.2
1n 1
L3.3
L9.8
zv . L
o.f
9.4
1',t 1
12 .5
1q ?
J:.5
44 .8
45 .9
47 .8
47 .4
qn o
bu. E
74.r
11 A
17 .9
L>. Z
18.5
Ld , z
19.0
zv ,3
-
,;.;
71 .0
17 .3
19 .9
za . )-
LO . Z
J-O. O
10 1
L> .5
27.3
K= 5 .44
K= 5 .44
K= 5 .44
K= 5.44
K= 5.60
K= s.60
K= s .44
K= 5.44
K= 5.60
K= 5.44
W_ E AA
K= 5.44
K= s.50
K= 5.50
\.- E AA
W- E A'
K= 5.44
K= 5 .44
K= s.44
SOURCE 405.9
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TrA,r,F. ? /1 /.^A^ SPRINKIJER SYSTEM HYDRAULIC ANALYSIS page 3I Ll zvv.! c: \HASS7S\HASS DATA\84O1A_4 . sDFJOB TITLE: MidOOe Creek Housing - Building A _ StoragePIPE DATA
HI-HE lA(J 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 O.O 1.055 pIJ 5.G2 pF O.OL -26.s 0.0 21 .4 o.o 0.0 1so FTG E pE _0.24 -26.0 0.0 27.L O.O o.ooo TL a.62 PV
Pipe: 2 0.0 1.055 pL B.9d pF O.O2 -26.5 0.0 27 .4 0.0 0. o 150 FTG ET pE _o.24 -26.0 0.0 27 .t o. o o. ooo TL L9.46 pV
Pipe: 3 0. O l_.055 pL to.5o pF 0.03 -26.5 0.0 27.4 o.o 0.0 150 FTG ET pE _0.24 -26.0 0.0 27.L O.O o.o0o TL 21.00 pv
Pipe: 4 0.0 1.055 pL 1.88 pF 0.04 -26.0 0.0 27.I O.O O.O 150 FTG pE o.o5 -26.0 0.0 27.I O.O o.o0o TL 1.88 PV
Pipe; 5 0.0 1.055 pL 1.79 pF 0.05 -26.0 0.0 27.I 0.0 0.0 150 FTG T pE 0.06 -26.0 0.0 27.I 0.0 0.000 TL s.29 PV
Pipe: 6 2.6 1.055 pL O.77 pF 0.05 -26.0 o.o 27.r o.o 1.0 150 FTc E pE o.o7 26.0 0.0 27.L 0.0 0.002 TL 3.-7r PV
Pipe: 7 2.5 1.055 pL 9.2g pF 0.07 -26.0 0.0 27.L O.O 1.0 l_50 FTG T pE _4.08 -16.'7 0.0 23 .I O. O 0.002 TL r6..tg pv
Pipe: I _2.6 1.055 pL zg.7g pF O.l_6 -25.0 O. O 27 .t o. o l-.0 150 FTG E pE 0.09 -25.0 0.0 27.2 o.o o.oo2 TL 32..79 pV
Pipe: 9 -2.6 1.055 pL 9.2g pF o.o9 -26.0 0.0 27.2 o.o 1.0 150 FTG E pE _4.010 -16.7 0. o 23.2 o. o 0.002 TL :t2.29 pV
Pipe: 10 o. o 1. Os5 PL a.29 PF O. O11 -26.s 0.0 2A.r 0.0 o.o 150 FTG ET pE _0.213 -25.0 0.0 27.9 o.o o.0oo TL r8.7g pv
r2
13
13
15
L4
15
Pipe: 11
-26.5 0.0 28.L o.0-26.0 0.0 2.7.9 o.o
Pipe; 72
-26.0 0.0 27.9 0.0-26.0 0.0 27.9 o.o
0.0 1.0s5 PL s.33 PF O. OO.O 150 FTG ET PE -0.2
0.000 TL l-s.83 PV
0.0 1.055 PL 5.38 PF o.o
O. O 150 FTG PE O. O0.000 TL 5.38 PV
0.0 L.05s PL 7.95 PF 0.00.0 L50 FTG ET PE _0.5
0.000 TL 18.45 PV
Pipe: 13
-27.5 0.0 28.5-26.0 0.0 27.9
0.0
0.0
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 3/I/2004 C: \HASS7s\HASS DATA\840]-A_4. SDFJOB TITLE: Midooe Creek Housing _ Building A _ St.oragerJ-TE Ir|\' 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)
15
I7
IO
L7
L7
18
18
19
I9
20
18
21
2I
22
23
23
24
24
25
24
26
20
20
27
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
7.2
3.3
L.2
1.04
E
4 . 04
9 .29
T
40.83
Pipe: 14
- ao . v
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- zo . u
Pi na. 1 e
- 40 . u
26 .0
Pi nc. 11
- zo . u
- zo . u
Di nF. I e
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Di ha. 1 o
-26 .0
Piha. ')n
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-zL-v
Pi na. 11
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-q a
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Pipe: 24
- 76 ..1
Pi na ' )8,
-ro - /
-75.7
Pipe: 25
-76.7
1.055 PL
150 FTG
0.000 TL
1.055 PL L2.t9 PF 0.0
150 FTG ET PE -0.50.000 TL 23.29 PV
1.055 PL 3.54 PF 0.0150 FTG T PE O. O0.000 TI_, 11.04 PV
PF O.O
Ptrnn
PV
-3.3
0.0 r.2
0.0
-3.3
0.0 I.2
0.0
-.'. .1
0.0 L.2
0.0
-3 .3
0.0 t.2
0.0
-8.2
0.0 3.0
0.0
4.90.0 r-.8
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4.9
0.0 1.8
0.0
a,z
0.0 3.0
0.0
J-. Vf,f, L!
l qo FT|1
0.003 TL
1.055 PL
150 FTG
0.003 TL
1.055 PL
150 FTG
0.003 TL 40.83
1.055 PL 57 .19
150 FTG 4E
0.003 TL 69.79
PF O.O
PE O . O
PV
PF O . Optr -4 i
PF 0.1
PE O.O
PV
PF 0.2
pF -) )
PV
11.08 PF 0.0
E PE -4.8
14 .08 PV
22.67 PF 0.1
T PE O.O
30.17 PV
11.00 PF 0.2
E PE -4.8
14.00 PV
49 .92 PF 0 .4
)trDF)O
55 .92 PV
26.75 PF 0.2
PE O.O
26.75 PV
23.04 PF 0.5
TL PE O.O
JJ.3+ EV
l qo F'Tr]
n nn" .T'T
1.055 PL
150 FTGn nn1 Tr
1.055 PL
150 FTG
0.01-6 TL
1 nqc DT.
1qn FTaf
0.005 TL
1.055 Pr..,
150 FTG
0.006 TLJ
I qo FT.:
n nt< rFT
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SPRTNKLER SYSTEM HYDRAULIC ANALYSIS page SDATE: 3/I/2004 c: \HASS75\HASS DATA\8401A-4.sDFITOB TITLE: MidO0e Creek Housing _ Building A _ StoragePrPE TAc Q(GPM) DrA(rN) LENGTH pRESs.END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.NODES (Fr) (K) (psr) (cpM) FLlFr ( psr )
Pipe: 2710 -76.7 0. o 23.227 -L6.7 0. o 23.2
Pipe: 2B27 -!6.-7 o. o 23.228 -16.7 0. o 23.0
-2.6 1.055 Pl, o.7I PF O.OO.O 1.0 ].50 FTG T PE O.O0.0 0.002 TL 8.2I PV
5.6 1.055 PL t-5.33 PF
O. O 2.L 150 FTG T PE0.0 0.008 TL 22.83 PV
0.2
0.0
0.0
0.0
Di 116. ,o
I -76.'7
28 -16.7 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
15.8
0.0 5.8
0.0
15.8
0.0 5.8
L5 .2
-0.4
L6.2 0.1
LO, Z
-15.5
LO . Z + - I
IO. J
15.3 8.1
15.5
-49.4
l_7.0
- oo . +
17.0 16.3
11 .9
1 . 0s5 PL Ir .42
150 FTG T
0.002 TL 18.92
L.05s PL 5.67
150 FTG ET
0.01-5 TL 16.L7
1.05s PL 9.2J_
150 FTG E
0.015 TL 12.2I
1.055 PL 3.62
150 FTG T
0.016 TL 1,1 .!2
I.055 PL 51,.67
150 FTG L
0 . 054 TL 54 .67
1
'q1
DT.
150 FTG
0.000 TL
r. z>! YJ)
150 FTG
o . 022 Tl)
1.291 PL
150 FTG
0.078 TL
L.29r PL
1 q n F.r1:
0.157 TL
\.29T PI)
150 FTG
0.288 TL
PF
PE
pF n ?
pF -12 q
PV
DEr n ')
PF 0.2
DE A N
PV
pF 2 a
DF A r\
PV
q qn DEr ^ ^
9.50 PV
z6
29
29
30
30
J-t.
JI
32
33
33
34
34
35
35
36
JO
JI
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
trA
q, ,4
E/l
5.4
EA
e/1
d.A
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?? n
23 .0
8.3
18.5
18 .4
78 .4
_11.5
15.5
8.8
8.8
8.8
8.8
8.9
9C
9.2
9.8
9.8
10.8
1.0
o.z
3.0
8.2
3.0
9.2
3.0
Pi no . 2 n
-16.7
LO . I
Pi Y"\a. ? l
LO - |
_7.5
Di nc. 2 t
- t.)
- t.3
-1 .5
-7.5
Pi ^o . 1A
-7.5
1.1
Plpe: 35
l_.1
1.1
Pipe: 36
l_.1
1.1
Pina. ?.7
1.1
1.1
P i na . ? c
1.1
1.1
Di na. 2O
l-.1
1.1
l- . 055 PL 47 .42 PF 2 .9150 FTG 2E PE -3.'7
0 . 054 TL 53 .42 PV
3.58 PF
PE
3.58 PV
0.1
0.0
3.58 PF 0.3
DF N N
3.58 PV
? qa DE' ^ e
ptr n n
J . f,d ?v
? qA DL' 1 ^ptr n n
3.58 PV
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r.\,\hn ^ t. t^^^. SPRINKLER SYSTEM HYDRAULIC ANALYSIS page 6Lr,-'rl:i r/ L/ zsu4 c: \HASST5\HASS DATA\g4ol-A_4lsDF
:?:_t:T:": Mid0oe creek Housins _ Buj_Iding A _ sroraserI'.Il IAL' Q (GPM) DTA (IN) LENGTH PRESS,END ELEV. NOZ. PT DISC, VEL(FPS) HW1g1 (FT) SUM.NODES (FT) (K) (PSI) (GPM) FLIFT (PSI)
-'6
5>
Prpe : 40
1.t_ 5.4 t-0.81.1 5.4 1,2.4
-84.3 r.29t PL 3.58 PF 1.5
J_7 .9 20.7 150 FTc PE 0.0I9.2 0.449 TL 3.58 PV
-103.5 1.29I pL 0.s0 PF 5.225.4 150 FTG T PE O. O0.555 TL 9. s0 PV
pipe: 41
39 1.1 5.4 I2.4 79.254 1.1 0.0 r8..7 O.O
31
4r
40
4L
4I
42
43
44
43
43
AE
47
47
48
25
48
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
IB ,4
I8 .7
17 .4
L8 .7
!6 I
18 .8
18.8
l-9.0
79 .2
19.0
19.0
79 .7
\> 5
_tv. _L
19.1
-Lv. u
1q R
t7.L
15.8
11 1
17 .1
1C n
o 1t
3.00
Prpe : 42
-7 .5
-7.5
Pipe: 43
-4.5
- |,a
Pipe: 44
-7.5
-7.5
Pipe: 45
-7.5
-7.5
Prpe: 45
-8.0
Pi.pe : 4 7
- /.:)
-7.5
Pipe : 48
-8.0
-7.5
Pipe: 49
-1 .5
-7 .5
Pipe: 50
-7 .5
1.1
D i na . q 1
1.1
1.1
Pipe: 52
1.t-
l-.1
-7 .5
0.0 2.8
0.0
0.0
0.0 0.0
0.0
-7.5
0.0 2.8
0.0
- t.)
0.0 2.8
0.0
0.0
0.0 0.0
0.0
-7.5
0.0 2.8
0.0
0.0
0.0 0.0
0.0
-7 .5
0.0 2.8
0.0
_7 .5
0.0 2.8
0.0
-8.2
0.0 3.0
0.0
--1f,. d
0.0 5.8
0.0
1.055 PL t4.25
150 FTG T
0.014 TL 2r.7s
1.055 PL 6.04
150 FTG 3E
0.000 TL 15.04
DF N ?
DF N ^
DE .\ A
3.38 pF 0.0
DF N ^3.38 PV
8.75 PF 0.2
T DE' N A
ro. z: Hv
3.71, PF 0.0
2E PE -0.2
9.77 PV
>. )-z
I. Uf 5 YL
150 FTG
0.014 Tr..,
I. Uf,] t/!
150 FTG
0.014 TL
1 nqq DT.
150 FTG
0.000 Tr,
1 n(q DT.
150 FTG
0.014 TL
1.055 PL
l qo FTr:
0.000 TL
PF O . 1
PE O . O
PV
pF n n
PE -0.2
PV3.00
1 .055 PL 53 . 75 PF
].5 O FTG PE
0.01"4 TL 53 .75 PV
L.055 PL 9.00 PF
150 FTG ET PE
0.015 TL 19.50 PV
0.7
0.0
l_.055 PL 65.88 PF 1.0
150 FTG 2E PE -3."]
0 . 014 TL 72 .88 PV
0.3
0.0
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150 FTG T PE O, O
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SPRINKIER SYSTEM HYDRAUIJIC ANALYSIS paqe 7DATE: 3/L/2004 c: \HASS7s\HASS DATA\e+Ore_a]soF,JOB TITTJE: Midooe Creek Housing _ Building A _ StoragePrPE TAG Q (GPM) DrA (rN) IJENGTH pREss .END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe; 53 -1s.8 l_.oss pL 13.27 pF 0.749 1.1 0.0 18.0 o. o s.8 150 FTG PE 0. O54 1.1 0.0 I8.7 0.0 0.054 TL 13.21_ PV
Prpe: 54
50 0.5 5.5 1l-.0 18.551 1.1- 5.4 Lr.2 L8.2
-1-8.5 1.055 PL 4. 08 PF6.8 150 FTG E PE
0.073 TL 7.08 PV
51
az
52
53
53
c/
59
55
59
56
at
5"1
58
58
59
59
50
67
61
E]
EA
EA
EA
0.0
5.4
0.0
0.0
5.5
0.0
5.6
EA
rr .2
12 .2
12 .2
14 .2
18.7
78 .7
19.8
17.8
19.8
9.2
10.1
10.1
J-J. J
13.3
19.8
1g A
22 .0
20 .1
d.J
8.5
P] Y]F' \\
1.1
1.1
Pi rra. qA
1.1
1.1
Di na. <?
1.1
1.1
1.1
1.1
0.5
l-.1
P i ?'\F ' An
0.5
1.1
Pina ' (1
1.1
1.1
PihF. 4t
1.1
1.1
P i na ' 4 ?
1.1
1.1
Pi nF. AA
0.6
1.1
Di na. 4q
t-.1
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l-9.0
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- to-z
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0.0
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n n 10 a
0.0
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0.0
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77 .3
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1q q la q
0.0
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0.0
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0.0
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16.2 5.9
15 .9
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1qn FT/l
0.258 TL
r, vff t,!
1 q o E'T/:
0.558 TL
L.291 PL
150 FTG
0.3'12 TL
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1 q n E'Ta:
0.241 TI)
'I n<q DT.
150 FTG
0. t- 14 TL
-1 . U55 -PL
150 FTG
0.052 TL
'I qo FT.]
0.227 TL
1.055 PL
150 FTG
0.529 TL
2.009 PL
150 FTG
0.459 TL
I. Uf,f, t,!
1qn ETl:
0.128 TL
I, U3f, lnL
1qn FTr:
0.057 TL
3.58 PF 0.9
DE' N A
3.58 PV
2.0
0.0
3.08 PF 4.5
T PE O.O
12.08 PV
4 14 DE' 1 )
pF n n
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9.67 PF 2.3
ET PE -0.2
20.I7 PV
1? ?? DF 1 1
2E PE -0.2
l-8.33 PV
14.00 PF 3.2
PE O.O
14.00 PV
4 A? DF E R
T PE O.O
L2.33 PV
4.'75 PF 2.2
PE O.O
4."75 PV
6.00 PF 2.r
ET DE' -N '16.50 PV
4.50 PF 0.4
E PE -0.2
7.50 PV
? qP DET
PE
3.58 PV
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r\7\mn ^ t1 t^^^. SPRINKLER SYSTEM HYDRAULIC ANAIJYSIS page 8.,Jrrr.Er: r/ Ll zuu+ C: \HASS7s\HASS DATA\8401A_4.SDF
'JOB TITIJE: MidO0e Creek Housing _ Building A _ StoragePrPE TAG Q(cPM) DrA(rN) LENGTH pREss.END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
162
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l22
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tR1
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1.1
1.1
Pipe: 67
1.1"
1.1-
Pi na. aa
1.1
1.1
Di na. Ao
1.1
1.1
Di "1a ' "n1.L
1.1
Pipe: 71
1.1
9.8
Di no. 1'>
9.8
9.8
Pipe: 73
9.8
9.8
Pr.pe: 74
9.8
Aq
Dir'\a. ?E
5.5
6.5
Di r\a. ?4
o,:l
3.3
Di ^6. ?t+ +yu .
3.3
Pipe: 78
-52-r
16 .6
-48.7
IO.I
-oo. d
18.1 16.4
10 ?
-oo,-L
1q ? )1 1
2J. .3
-707.4
0.0
-{u5.u
v . v zo . o
0.0
0.0
r. rJf a tilJ
150 FTG
L, Z>I Yl)
150 FTG
0.292 TIJ
PEs.00 PV
q,A
EA
EA
tr/l
0.0
0.0
0.0
at.:
o,4
9.4
11.1
11.1
LZ. J
1_2 .5
I' . .1
15.3
J3.:
0.201- TI_i 4.00 PV
1.055 PL 4.00 PF !..7150 FTG PE O. O0.435 TL 4.00 PV
4.00 PF 0.8
DE A N
5.00 PF 1.5
0.0
L.291 PL 5.00 PF 2.8150 FTG PE O. O
o .467 .IL 5.00 PV
L.29I PL 0.50 PF 6.7]-50 FTG T PE O.Oo.702 TL 9.50 PV
2 .495 PL 3_6 .12 PF 1,7 .3
150 FTG 2ET PE -3.80.332 TL 52.12 PV
9.2
0.00.0 35.5
0.0 44.8
0.0 44.8
0.0 45.9
0.0 45.9
0.0 47.8
0.0 47.8
0.0 47.8
0.0 47 .8
0.0 s0.9
0.0 64.9
0.0 50.9
0 . 0 54 .9
0.0 58.8
-405.8 2.495 PL 3.33 PF 1.10.0 26.6 150 FTG PE 0. O0.0 0.332 TL 3.33 PV
-405.8 3.260 PL 3.29 PF 0.40.0 1s,6 120 FTc PE I.40.0 0.135 TL 3.29 PV
-405.8 2.495 PL 9.83 PF0.0 26.6 150 FTG T PE0.0 0.332 TL 27.83 PV
-405.8 3.260 PLJ 0.50 PF0.0 15.6 120 FTG PE0.0 0.135 TL 0.so PV
0.1
0.0
-405.8 3.250 PL 3.25 PF L.70.0 1s.5 120 FTc E PE 1-.40.0 0.1-36 TL :-2.65 PV
FIXED PRESSURE IJOSS DEVICE
14.0 psi , 405.8 gpm
-405.8 3.250 PL 2.OO PF 1.60.0 t5.6 L2o FTG E PE 2.30.0 0.135 TL Li-.40 PV
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DATE:3/7/2004
.]OB TITLE: MidOOe Housing - Building
Q (GPM)
PT DISC. VEL(FPS)
(PSI ) (GPM)
Creek
SPRINKIJER SYSTEM HYDRAUIJIC ANALYSIS Page 9c: \HAss75\HASS DATA\B4o1A-4 . SDFA - Storage
DIA (IN) LENGTH
pTptr TAal
END ELEV. NOZ.NoDEs (Fr) (K)
Pipe: 79R5 -2.0 0.0POC -8.0 SRCE
NOTES:
68.8
74.L
-405.9
0.0 9.9
(N/A)
ET./F.n
4 nqq DT.
0.034 TL
rET}
J5. UU
Q1 )i
t.]1ED J .
SUM.
I DeT \
Er z /
rE z . o
PV
(1) Calcurations lvere performed by the HAss 7.5 comput.er programunder license no. 16070BBB granted by
HRS Systems, Inc.
4792 LaVista RoadTucker, GA 30084
(2) The system has been calculated
imbalance at. each node of 0.002imbalance at any node of 0.184
(3) Tot.a1 pressure at each node is
Maxj-mum waLer vel-ocit.y ls 27.7
F^ ^-^..1l^ -- ---^--LU Pr 9v J_ Lte dn average
gpm and a maximum
gpm.
userJ i n l'r a l:nr.i n.r t- hF cvcf 6mulrs _J _Lcllr.
ff / <or- :t- hiha 4"se F-}/e vJ r
\4) PIPE
Di t.ra 'Fr l"\'l ar 4!,9 lq!rv
PAGE: B
Diameter
(in)
3 .250
PAGE: D
Dl amet er
(in)
4.095
DiameC er
(in)
L. Z> I
2.O09
2 .495
FITTINGS TABLE
NAMC: STANDARD, PIP
MATERIAIT: THNWL HWC: I2O
EquivalenE. Fitting Lengt.hsETLCB
El,] Tee LngEII ChkVIw Bfyvlv
9 .40 20.20 6.'70 2L.50 13.40
D
DPVIv
13 -40
in FeeE
\,4
Gatvlv AImchk
1.30 17.40
r-n Feet
GatVIv
z , >v
MATERIAL: DIRON HWC:140
Equivalent Fitting Lengths
ETLCB
El1 Tee LngEl1 ChkVlv Bfyvlv
14 .40 28.90 L70 31.80 17 .30
MATERIAL: Cppr_M HWC: 150
Equivalent Fitt.j_ng Lengths in FeetETLCBG
El1 Tee LTE Chkva BFVa cateva3.00 7.50 3.00 7.so 9.oo 1.504.s0 9.00 3.00 L0.so 9.oo l-.507.s0 15.00 4.50 16.50 9.00 1.509.00 18.00 6.00 2L.oo 10.50 1.50
a;
o\
o-.{
o()
-i
m
o
N
r{
JJ([
+J
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N
r1
q
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F14z4
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JOB TITIJE: Mid00e Creek Housin
C: \HASS75\HASS- Buildin A - Storaqe
page 10
DArA\8401A-4.SDF
SPRINKLER SYSTEM HYDRAUIJ]C ANAIJYSTS
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SPRINKIJER SYSTEM HYDRAULTC ANALYSIS page 1tI DATET 3/1/2004 C:\HASST5\HASS DATA\8401A_4.SDFJOB TITLE: MidOOe Creek Housing _ Building A _ StorageI WATER SUPPLY CURVE
t 108+
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I(
lP -
I i"i
I"iI ,,+
I
I
54+
I t________-II 18+ LEGEND
ll
X = Required Water Supply rl
74.L4 psj. @ 555.9 gpm 'l
II
0 = Available Water Supply
99.79 psi @ 655.9 gpm ,t
tl
0++- +- - -+- - - -+- - - - -+- - - - _ _ +_ _ _ _ _ _ _ _+_ _+_ _ __ _ _ _ _ _+_r 400 500 e00 1000 12oO 1400 1600 18oO 2ooor FL.I^I (cPM)
I
T
9+
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Hydraulic Calculations
Project Information
I ProjectName:
il:1tff';'i,t?,T'"t
_ Vail, Colorado
I
- Calculation Area: Building ,.B', - Third Floor
Date 3/1104
File # 8401B-1
Index 105
Desisn Criteria
I Occupancy Classification: Residential
I construction X combustible I Non combustibre
I Density: .05 min densitv
I Area of Operation: N/A.I
Area per Sprinkler: 256 sq. ft. max.It Number of Sprinklers Calculated: 4 head(s)
I Hose Allowance Rack Sprinkler Allowancer 0 gpm inside 0 gpm100 gpm outside
I Water Supply Spnnklers
I Static 102 psi Make: Viking M_4 VK430
I Residual 90 psi Size: 7116,, K:4.30Flow 1635 gpm Temp: 155o
Calculation Summary
I Total Sprinkler Water Flow: 53.5 gpm
I Flow & Pressure: (at base of riser): 53.5 gpm @ 67.9 psiI (at city connection): 153.5 gpm @ 70.7 pst
Notes:
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DATE: 3 /L/2004
,IOB TITL,E: Middle
WATER SUPPLY DATA
SPRINKLER SYSTEM HYDRAUI.JIC ANAI]YSIS
C: \HASS75\HASSCreek Housing - 4 t{ead Calc.
page 1_
DATA\8401-B-1. SDF
SOURCE
NODE
POC
STATIC
pptrcc
/ pc r \
102.0
RESID,
PPESC
IDET\
90.0
FIJOW
@
T T:DM \TDCTl
L01.I
1q? q |:DM
100.0 cPM
O. O GPM
53.5 GPM
TOTAI.,
@ DEMAND
(GPM)
REOID
ppFlcc
r PS T I
70.7
AGGREGATE FI-TOW ANALYSIS :
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM AIJLOWANCE A? SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG EIJEVATION
(FT )
20.3
,n ?
27 .0,n "2! .0
20.3
2t .0
2I .0
11 n
LT .6
r"8.0
18.0
18.0
8.6
1q
r.at
l-.8
2.4
2.4
8.6
8.6
r_t-. o
d.b
o.o
8.6
z,6
2.8
L.4
NODE TYPE
K= 4.30
1=_n_'l
n = + . 5 u
K= 4.30
ol
Y.3
1n 2
!1.>
25 .3
24 .8
25 .4
2n q
JU. J
2n ?
2n 2
2n 1
36 .6
Jb.6
33 .4
zJ . >
z> . +
Jb. l-
49.3
50.2
J5. Z
1? n
13.1
r5, b
PRESSURE DISCHARGE
(PSI) (GPM)
I
t
3
A
5
7
8
9
10
11
72
t-3
L4
15
T6
T7
18
r9
20
2I
23
25
26.
27
z6
30
31"
R1
tlz
R3
R4
1? A
I
t
SPRINKLER SYSTEMDATE: 3/1,/2004
JOB TITLE: Middle Creek Housing _ 4
NODE ANAIJYSIS DATA
NODE TAG ELEVAT]ON NODE TYPE
{E'TI
L.4
HYDRAULIC ANALYSIS
C: \HAssTs\HAss
page 2
DATA\84018- l- . sDF
SOURCE
Head Cal-c.
PRESSURE
(Psr)
65 .2
10 .7
DISCHARGE
(GPM)
f J.5
lff
POC
t
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DATtr. -2./1/r^nA SPRTNKLER SYSTEM HYDRAULTC ANALysrs page 3
;;;-"t;i,;i'"iior" creek Housins - 4 Head ."i.)"o"tts\r{Ass DArA\84ore-rlsoF
PIPE DATA
END ELEV. NOZ.
NODES (Fr) (K)
L 20.3 4.3
3 2L.0 0.0
Pipe: 2
2 20.3 4.33 2r.o 0.0
3 2t.0 0.05 27.0 o.o
P].pe: 44 20.3 4.35 21.0 0.0
Di na. tr-rl/er J
5 21.0 0.07 2I .0 0.0
Pipe: 5
6 20.3 4.37 2L.0 0.0
Q (GPM) DIA(IN) LENGTH PRESS.PT DISC. VEL(FPS) HW(C) (FT) SUM.(PSr) (GPM) FL/FT {psr,\
_13.0 t-.055 PL 8.95 PF 0.79.I 13.0 4.8 150 FTG ET PE _0.39.5 0.0 0.038 TL L9.46 PV
_13.1 1.055 PL 4.96 PF 0.69.3 l-3.1 4.8 l-50 FTG ET PE _0.39.6 0.0 0.038 TL L5.45 PV
9.6
IU.5
'7
I
I
9
t_0
o
11
11
L2
Pipe: 7
2r.0 0.0
2I .0 0.0
Pipe: 8
2L.0 0.0
21 .0 0.0
Pape; 9
2L.0 0.0
11.5 0.0
Pipe: 1O2r.0 0.0
18.0 0.0
Pipe: 11
L8.0 0.0
l-8.0 0.0
Pipe: 12
18.0 0.0
18.0 0.0
Di ha ' 1 -r
18.0 0.0
8.5 0.0
l_.05s PL
].5 O FTG
0.515 TL
1.055 PL
150 FTG
0.198 TL
l-.055 PL
15 O FTG
0.198 TL
r. \Jf) lllJ
150 FTG
0.097 TL
1.055 PL
150 FTG
0.097 TL
1 nqc Dr.
1 q n F.Fal
0.097 TL
J.. Uf,f, 11!
150 FTG
0.097 TL
10.3
LO .7
ro .1
15.1
_ro. _L
I7 .9
17 .9
25 .3
20 .7
20 .7
z+ . d
24 .8
25 .4
25 .4
30.5
-f J.5
0.0 19.6
0.0
-J_L. at
0.0 LL.7
0.0
-31_.8
0.0 1_I .7
0.0
_2L.6
0.0 7.9
0.0
0.0 7.9
0.0
0.0 7 .9
0.0
0.0 7.9
0.0
-13.6 1.055 PL9.9 l-3.5 5.0 150 FTC10.5 0.0 o. o4t- TL
_39.7 l-.055 PL10.5 0.0 L4.6 1so FTGro.7 0.0 0.297 .IL
-26.r .t .055 PL
0.0 9.6 150 FTG0.0 0.137 TL
-13.8 1.055 PL13.8 s.1 1s0 FTG0.0 0.042 TL
7.00 PF l-.0
PE O.O
7.00 PV
11.50 PF 0.9
F:T DF -N ?
22 .00 PV
0.58 PF 0.2pEnn
0.58 PV
6.54 PF 0.7
ET PE -0.3
r7.04 PV
2.92 PF 5.4
T PE O.O
L0.42 PV
6.21 PF 1.8
E PE O.O
9.2L PV
9.38 PF 3.3
T PE 4.I
16.88 PV
28 .67 PF 3 .4
2E PE 1.3
34 .67 PV
42 .46
z . av
E
>. Jd
E!
LZ. Jd
PF 4 1
PE O.O
DE' A E
pE 0.0
PV
PF] A 1
PV
ll:
l'=I4
I
SPRTNKI-.,ER SYSTEM HYDRAULIC ANALYSIS D^d^ At DArE: 3/r/2004 c:\HAssTs\HAss DArA\eaore]ilEniJOB TITLTE; Middle Creek Housing _ 4 Head Calc.I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.. NoDEs (rr1 (K) (PS]) (GPM) FL/FT (PSIi
t Pipe: 14 ^ - 0 .0 1. 055 pL L2.75 pF O . 0I ls 1.8 o.o 30.s O.O O.O l-50 FTG E pE _0.3L6 2.4 0.0 30.3 o.o o.ooo rL 15.75 PV
I Pipe: 15 0.0 1. OS5 pL, 10.75 pF 0.016 2.4 0.0 30.3 0. o o. o 150 FTG T pE 0.0r 18 2.4 0.0 30.3 0.0 0.ooo TL 78.25 pvIE pipe: 16 O. O 1.055 pL t.I2 pF O.0'J-7 1.8 0.0 30.5 0.0 o.o t-50 FTG ET pE _0.3I 18 2.4 0.0 30.3 0.0 0.000 Tr, :- L.62 pvI
Pipe: L'7 O.O 1.055 pL O.5g pF 0.0I 18 2.4 0.0 30.3 o.o o.o t-50 FTG pE o.o| 20 2.4 0.0 30.3 0.0 0.000 rL 0.58 PV
I Pipe: 18 O.O L.055 pL L7.96 pF 0.0I L9 1.8 0.0 30.5 0.0 o.o t-s0 FTG ET pE _0.3r 20 2.4 o.o 30.3 o.o o.ooo rL 2e.46 pv
I Pipe: 19 o.o 1.05s pL 2.gz pF o.oI 20 2.4 0.0 30.3 0.0 0.0 150 FTG T pE o.o2L 2.4 0.0 30.3 0.0 0.000 TL 10.42 pV
I Pipe:2o 14.6 1.05s pL r.2r pF 0.2zL 2.4 0.0 30.3 0.0 5.3 150 FTG E pE 0.0r 22 2.4 0.0 3O.L o.o o.o4? TL 4.21 PV
r Pipe: 21- 1,4.G 1.055 pr.., g.2r pF o.822 2.4 0.0 30.1 o.o 5.3 150 FTG T pE _4.0I l0 1l-.6 0.0 2s.3 0.0 0.047 T! L6.77 pv
I Pipe: 22 -14.6 L.055 pL 43 .79 pF 2.3r 2L 2.4 0.0 30.3 0.0 5.3 l-50 FTG 2E pE 1.3
a 13 -0.6 0.0 33.9 0.0 0.047 TL 49."79 pv
r Pipe: 23 -74 .6 l- . 055 pL SO .I2 pF 2.7a 23 -0.6 0.0 33.9 o.o 5.3 150 FTG T pE 0.0I zq -0.6 0.0 36.6 o.o 0.047 Tr.., si.62 pv
I Pipe: 24 _14.6 1.05s PL 2.46 PF 0.34 24 -0.6 0.0 36.6 o.o 5.3 150 FTG E pE 0.025 -0.6 o.o 35.8 0.0 0.047 TrJ 5.46 pv
I Pipe: 25 -14.6 1.055 pL 9.21 pF 0.6' 25 -0.6 o.o 36.8 0.0 5.3 l-50 FTG E pE _4.o
_ 26 8.5 O.O 33.4 0.0 0.047 Trr L2.2\ pV
I Pipe: 25 -14.6 L.055 pL 2.46 pF o.s26 8.5 o.O 33.4 0.0 5.3 150 FTG T pE 0.0-27 8.5 O.O 33.9 0.0 0.047 TL 9.96 PV
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DATE: 3 /t/2004
SPRTNKLER SYSTEM HYDRAUIJTC ANALYSTS Page 5
JoB TrrLE: Middle creek Housing - 4 Head
".i;)"o"tt5\HAss
DATA\84018-r-:sDF
PTPE TAGEND ELEV. Noz. pr Drsc. vBJ,?;yl, ffitJi', "?ilFi" "lffi:NoDEs (Fr) (K) (psT) (cpM) FL./Fr (psr )
27
J_t
10
28
2a
)o
29
30
14
30
Pipe: 2?
8.6 0.0 33.98.6 0.0 35.1
Pipe: 28
11.5 0.0 25.311.5 0. o 25.9
Pipe: 29
-14.6 l-.055 PL 29.46 PF 2.2O. O 5.3 150 FTG E2T PE O. O0.0 0.047 TL 47.45 PV
-1,7.3 l-.055 PL !.21 PF
O. O 6.3 150 FTG T PE0.0 0.054 TL 8.7I PV
0.0 5.3
u.b
0.0I
I
I
I
_fl_.o
o.b
Pi na . 2 n
8.5
Pi r'\ a ' 1l
8.5
QE
0.0 5.3
nn t.>
- J6 . >
0.0 14'.3
0.0
n n r? 1
0.0
0.0 13 .1
0.0
].5 O FTG
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
29 .4
29 .4
JI. t}
30.5
?1 C
J.L. O
JO. -L
+9 - 3
1.055 PL 28.52 PF 2.2150 FTG 2E PE 1.30.054 TL 34.62 PV
1.055 PiJ 34.96 PF
PE 0.0
I 3o nto'' t3..
31 8.5
I pipe: 33I ?r o.b
Rl 4.2
t p j.pe: 34Rt 4.2
I R2 2.e
I Di na. a tr_ 4yv r Jr
r R3 2.8
I R2 2'8
Pipe: 36I n: 2.g
I R4 r.4
I pipe: 3TI Rs r.4
K4 I.4
I pipe: 38I R5 I.4R6 _2.0
I pipe: 3eRd _2.0
r poc -B. o
I
I
0.054 TL 34.96 PV
1.055 PL 2.50 pF 1.0].50 FTG T PE O. O0.097 TL 10.00 PV
1.055 PL 8.77 PF 4.5].50 FTG T PE O.O
0 . 285 TL !5 .57 PV
I.291 PL 37.67 PF 11.3150 FTG 5E PE 1.90.193 rL 58.57 PV
1.291_ PL 1.39 PF 0.3
-Lf,u r -r'G pE 0.50.193 TL 1.39 PV
0.0 49.3
0.0 50.2
0.0 5l_.3
0.0 50.2
0.0 51_.3
0.0 53.2
0.0 55.2
0.0 s3.2
0.0 55.2
0.0 57.9
0.0 57.9
SRCE 70.7
0.0
0.0
0.0 13 .1
0.0
0.0
0.0
-f J.50.0 13.1
0.0
-f,5. f
0.0 L.3
FIXED PRESSURE LOSS DEV]CE-t 1 ^^]r.J. IJDIt )J.5 gDm
r.29I PL 2.oo PF l-.3150 FTG E PE 0.50.193 TL 6.50 PV
FIXED PRESSURE LOSS DEVTCE
12 . 0 psi, 53 .5 gpm
L.291 PL 2.00 PF 1.3150 FTG E PE 1.5
0. r-93 TL 6.50 PV
4.095 PL 185. O0 PF 0.2140 FTG ETG PE 2 .60.001 TL 23L.20 PV
r SPRINKLER SYSTEM HYDRAULIC ANALYSIS page 6I DAIET 3/t/2004 C:\HASS75\HASS DATA\84018-1.SDF
JOB TITLE: Middle Creek Housing - 4 Head Ca1c.
I NOTES:
t (1) Calculat ions were performed by the HASS 2.5 computer program
I under license no. L6O?OBg8 granted byI tfi,'#;::i; lll;
Tucker, GA 30084
t (2) The system has been calculaE.ed to provide an averageimbalance at each node of O. OO2 gpm and a maximum
I imbalanCe et- anl/ rrnda ^f n 058 gpm,r (3) Totaf pressure at each node is used in balancing the system.
Maximum water velocity is j.9.6 fX/sec at pipe 7.
I
( 4 ) PI PE FITTINGS TABIJE
I Pipe Table Name: STANDARD.PIp
I PAGE: D MATERIAL: DIRON HWC: l-40
I Diameter Equivalent Fitting Lengths in Feet(in) E T L C B G
r EII Tee LngEI1 Chkvlv BfyVIv GatVlv
I 4.095 ]-4.40 28.90 8.70 3l_.80 17.30 2.90I
PAGE; I MATERIAL: Cppr_M HWC: L50
I Diameter Equivalent Fitting Lengths in Feet
I (in) E r L c B GEII Tee LTE ChkVa BFVa cateva
I 1.055 3.00 7.50 3.00 ?.so 9.00 1.50
I r.29r 4. s0 9.00 3.00 10. s0 e. oo 1. so
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cr)
H
v)
H{z{
FlA
co
E1
Fi(
B
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DATET 3/r/2004
JOB TITITE: Middle
SPRTNKLER SYSTEM HYDRAUI-,IC ANAIJYSIS
c: \HAss?s\HAss
Head Ca1c.
\o
AT( Fl Ca(/)DF(F]
page T
DATA\ 84 018- 1 . SDFCreek Housin
c{
F{
lo.{
;
c.)\o
d
3o
h
-..{
m
o
.io
lJ--t
o
lu
.r{
u)
9r
n
-{
-..1
rd
t)
u)
qr@
lr|
Fl
ol
-t N
I
r{
I
E e99
o.uooo
i al 3. c g
7n 7n
/a //,1
2
o
F];
O o .'{ ^u4po
I
ri
I 'oi
t"i
I ,,,!
Ult
54+ti
I i'ui
I"i
t ,,1
o.5 +
t
I
I
18+
9+
t ^ spRrNKI_',ER sysrEM HvDRAUIJTc ANALysrs page II DATE; 3/I/2004 c:\HASs75\IiASs DATA\84018_1.SDF
ITOB TITLE: Midd1e Creek Housing - 4 Head CaLc.r WATER SUPPLY CURVE
r 1oB+
llr *o\\\\\\\
99+ \\\\\\\\\
\\\\\\\\\
\\\\\\\\\,
\\\\\\\\\90.0 psi @ 1635 gpm- > *
Flow Test Point
X = Required Water Supply rl
70.58 Psi @ 153.5 gpm rl
tl
0 = Avai labLe Wat.er Supply ,l
101,.85 psi o J.53.5 gpm ,l
tl
0++- +- - - + - - - -+ - - - - - +- - - - - - + - - - - - - - - +- _ + _ _ _ _ _ _ _ _ _.l- _ _ _ _ _ +I 400 500 800 l_000 T2oo 14oO 1600 1800 2o0oI Fr,ow (GpM)
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Hydraulic Calculations
Project lnformation
I Project Name; Middle Creek Housingt Mountain Bell Site
Vail, Colorado
r Calculation Area: Building,.B" - First Floor
Date 3/1104
File # 84018-2
hdex 105
I Density:
I Area of Operation:
Area per Sprinkler:
I Number of Spnnklers Calculated:
Desiga Criteria
I Occupancy Classification: Residential
t construction X combustible tr Non combustible
.05 min density
N/A.
256 sq. ft. max.
4 head(s)
I Hose Allowance Rack Sprinkler Allowancerr 0 gpm inside 0 gpm
- 100 gpm outside
I warer supply Sprinklersr Static 102 psi Make: Viking M_4 VK430
I Residual 90 psi Size: 7fl6,, K= 4.30Flow 1635 gpm Temp: 155.
Calculation Summary
I Total Sprinkler Water Flow: 55.1 gpm
I Fiow & Pressure: (at base of riser): 55.1 gpm @ 62.9 pstI (atcityconnection): 155.1 gpm @ 65.7 psi
t N","-
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DAAET 3/r/2004
JOB TITLE: Middle
WATER SUPPLY DATA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
C: \HASSTs\HASSCreek Housing - 4 Head Calc.
Page l-
DATA\8401_B-2. SDF
SOURCE
NODE
TAG
pa) a
STATT..
( ps r l
1nt n
PRESS.
lDer\
FLOW
@
(GPM)
1635.0
AVAII.
PRESS.
(PSI)
l-01.8
15.3
J.b. J
lo, u
15.0
16.3
r.6.0
16.0
18.8
I:7.I
zo - L
q1
'1 1 1
J-2 .0
't1 1
1a 1
Lt,6
18.8
zJ,5
za. !
zJ. I
26 .5
JU. .5
44 .2
tl. J-
.to , z
+U. J-
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE AT SOURCE
OTHER HOSE STREAM ALI,,OWANCES
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE
lFT\
zu , J
2L .0
20.3
11 n
2LO
21, .0
zI.u
tr. o
10 n
'ta n
1a n
6.b
_L.at
L.o
l_.at
aA
-u. o
8.5
o.b
I-L. O
ob
o.o
u.b
1A
K= 4.30
K= 4.23
K= 4.30
K= 4.30
1qq 1 r:DM
100.0 cPM
O. O GPM
55.1 GPM
PRESSURE DISCHARGE
(PSI ) (GPM)
TOTA T. PFN I N
@ DEMAND PRESS.
{GDM} /DcT\
13 .0
13.0
L4 .7
1
a
3
5
7
tJ
10
l_t
t2
t_3
L4
15
IO
L7
l-8
20
2L
4J
26
27
30
Jl-
r( _t-
T(J
R4
14 .3
lt:
POC
I
I SPRTNKLER sysTEM HyDRAurrrc ANALysrs page 2I DATE:3/1/2004 C,\HASS75\HASS DATA\84018-2.SDFJOB TITITE: Midd1e Creek Housing _ 4 Head Calc .
I NODE ANAL.,YSIS DATA
I NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE(FT) (PsI) (GPM)
1.4 Go.1-2.o 62.9-8.0 souRcE 65.7 55.1
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3I DATET 3/r/2004 c: \HAss7s\HAss DATA\g4o1B_2. sDFJOB TITT,E; Middle Creek Housing _ 4 Head Calc.
- PIPE DATA
I EIT T Il1I: Q (GPM) DIA (IN) LENGTH PRESS .END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.I NoDES (Fr) (K) (psr) (GpM) FLlFr (psr)I
Pipe: 1 0.0 l-.055 PL 8.96 PF o.oI 1 20.3 0.0 16.3 0.0 O.O 150 FTG ET pE _0.3
t 3 2t.0 o.o 16.0 0.0 0.000 rL !9.46 pV
r ripe: 2 o.o 1.055 PL 4.96 PF 0.0I 2 20.3 0.0 15.3 0.0 0.0 150 FTG ET pE -0.3r 3 2L.o o.o 16.0 0.0 0.000 TL 15.46 pv
I Pi-pe; 3 o. o 1. oss pL 7. oo pF o. oI 3 2!.0 O.O 15.0 0.0 0.0 150 FTG PE 0.05 2L.0 0.0 15.0 0.0 o.ooo Tr.., 7.OO PV
I PiPe: 4 o. o 1.055 PL 11. s0 pF o. oa 20.3 0.0 16.3 o.o o.o 150 FTG ET pE _0.35 27.0 0.0 16.0 0.0 o.o0o Tr-, 22.00 PV
f eipe: S O.O t-.05S pt 0.58 pF O.O5 21 .0 0.0 15.0 0.0 o.o L50 FTG pE o.oI 7 27.0 0.0 1G. o 0.0 o. o0o Tr., o.5B pvtPipe: 5 0.0 1.055 pL 6.54 pF O.Or 6 20.3 0.0 16.3 o.o 0.0 150 FTG ET pE _0.3I 7 2L.0 o.o 15.0 0.0 o.0oo Tr., r7.o4 pvI
Pipe: 7 O. O 1.055 pL 2.g2 pF O.0I 7 21-.0 o.o 15.0 o.o 0.0 150 FTG T pE 0.0I 8 21.0 0.0 1G.o o.o 0.ooo TIJ 10.42 pv
I Pipe: I 15. L 1.055 pIJ 6.2L pF 0.5I 8 21.0 0.0 15.0 O. O 5. s 150 FTG E pE O. O9 2L.0 o.o 15.5 0.0 o.o5o Tr_., 9.21, pV
II Pipe: 9 15.1 1.055 pr_, 9.38 pF O. B- 9 2L.o o.o 15.G o.o 5.5 150 FTG T pE 4.r10 11.5 o. o 18.8 o. o o. o5o Tr_, 15.88 pv
! Pipe: 10 -15.1 1. o5s pr, 28.67 pF J-. jI 2r.o o.o t-6.0 o.o 5.5 150 FTG 2E pE 1.3I 11 18.0 o.o 19-1 o.o 0.050 TL 34.61 pV
I Pipe: 11 -15.1 1.055 prr 34.96 pF 2.L11 18.0 0. o 19.1 O. O 5.5 l_50 FTG T pE 0.0I 12 18. o o. o 27.2 0. o 0.050 TL 42.46 pVr
Pipe: t2 -15.1 1.055 pL 2.50 pF 0.3I 12 18. o 0.0 2r.2 o. o s.5 150 FrG E pE o. oI 13 18.0 o. o 2L.4 0.0 0.050 Tr_, 5. so pv
I Pipe; 13 -l-5.1 t-.055 pr., 9.3g pF o. o
t ll 18.0 o.o 2L.4 o.o s.s 1s0 FrG E pE 4.1L+ 8.G 0.0 26.7 O.O 0.050 TL L2.38 pV
I
I SPRINKLER SYSTEM HYDRAULIC ANALYSIS page 4t ?oTt:3/1'/2001 c:\HASSTs\HAss DArA\84018-2.sDFJOB TITLE: Mj-ddle Creek Housing _ 4 Head Ca1c.rrr.E ra(r e(cpM) DIA(IN) LENGTH PRESS.I END ELEV. NOZ. PT DISC. VEIJ(FPS) HW(C) (FT) SUM.r NoDEs (Fr) (K) (psr) (cpM) FL/FI (psr)
I Pipe: 14 -13. o 1.055 prJ r2.7s pF 0.6I 15 1.8 4.3 9.1- 13.0 4.8 l-50 FTG E pE _0.3t6 2.4 4.2 9.5 13. O 0.038 TL 15.75 PV
I Pipe: 15 -26.0 1. oss pL r-o. Ts pF 2.s16 2.4 4.2 9.5 13.0 9.5 150 FTG T pE 0.018 2.4 0.0 !2.0 O.O 0.135 TL L8.25 pv
r Pipe: 15 -1,4.7 L.055 pL L.12 pF 0.sL7 1.8 4.3 II .7 I4.7 5.4 150 FTG ET pE _0.3I 18 2.4 0.0 r2.o o.o 0.047 TL rr.62 pvI
Pipe: 17 _40 .7 l- . 055 pL O . 5g pF O .2I 18 2.4 0.0 L2.0 0.0 !4.g i.so FTG pE 0.0
I 20 2.4 0.0 r2.1 O.O 0.31-2 rr_, o.s8 pv
r Pipe: 18 -14.3 r..055 pl, !7.96 pF 1.3I 19 1.8 4.3 11.1 74.3 5.3 150 FTG ET pE _0.3r 20 2.4 0.0 r2.r o.o 0.045 TL 2a.46 pv
I Pipe: 19 -55.0 1.055 pL 2.g2 pF 5.-tI 20 2.4 0. o 1,2.t 0.0 2o.2 150 Frc T pE 0.02L 2.4 O.O 1,7.8 0.0 0.545 TL 10.42 pV
I Pipe: 20 -35.1 l-.055 pr., j..2r pF 1.0r 21 2.4 0.0 J.7.8 o.o 1,2.9 150 FTG E pE 0.022 2.4 o.o l-8.8 0.0 Q.237 T!, 4.21, pv
t pipe: 21 -35.1 1.055 pL, 9.2L pF 4.o22 2.4 O.O 18.8 o.o 72.g 150 Frc T pE _4.0I 10 11.5 O.O 18.8 0.0 0.237 Tr., )-5.77 pv
I Prpe: 22 _20.0 1.055 pL 43.19 pF 4.22L 2.4 0.0 r7.8 0.0 7.3 150 FTG 2E pE 1.3I 23 -0.6 o.o 23.3 o.o 0.083 TL 49..t9 pvI
Pipe: 23 -20.0 1.055 pL so .L2 pF 4.8I 23 -0.6 0.0 23.3 0.0 1.3 1so FrG r pE 0.0I 24 -0.6 0.0 28.1, 0.0 0.083 Ti.., 57.62 pV
I Pipe: 24 -20. O 1.055 pL 2.46 pF O. sI 2! -0.5 o.o 28.! 0.0 ?.3 1s0 Frc E pE 0.025 -0.6 o.o 28.5 o.o 0.083 TL 5.46 PV
I Pipe: 25 -20.0 1.055 pl, 9.2r pF L.or 25 -0.5 0.0 28.5 0.0 7.3 150 FTG E pE _4.026 8.6 0. o 25.6 0.0 0,083 Tr., 1,2.2L pV
I Pipe:25 -20.0 1.055 pL 2.46 pF o.B26 8.6 o. o 25.6 0.0 7 .3 150 FTG T pE 0.0r 27 8.6 O. O 26.4 0.0 0.083 Tl_, 9.96 pV
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r SPRINKLER SYSTEM HYDRAULTC ANALYSIS page 5I DATE: 3 /1/2004 c: \HASsTs\HAss DATA\84018_2. sDFJOB TITLE: Middle Creek Housing _ 4 Head Cafc.
I PrPE TAG e (cpM) DrA(rN) LENGTH pREss.I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.NoDES (Fr) (K) (psr) (cpM) FL/FT (psr)
I
I Plpet 27 -20.0 1.055 pIJ 29.46 pF 4.0r 27 8.5 0. o 26.4 0.0 7 .3 150 FTG E2T pE O. O31 8.5 0.0 30.3 0.0 0.083 TL 47.46 PV
I Pipe: 28 -20 . 0 1 . 055 pL :-ZI pF o .710 l_1.5 o.o 18.8 0.0 7.3 150 FTG T pE o.oI 28 11.5 0.0 19.5 0.0 0.084 Tr_, 8.71 pV
r pipe: 29 -2a .o 1 . 055 prJ 28 .62 pF 2 .928 11.5 0.0 19.5 0.0 7.3 150 FTG 2E pE 1.3I 29 8.6 0.0 23.7 0.0 0.084 TL 34.62 pvr
Pipe: 30 -20.0 1.0ss pL 34.96 pF 2.gI 29 8.5 o. o 23.7. O. O 7 .3 l_50 FTG pE 0.0r 30 8.6 0.0 26.5 O.O 0.084 rr., 34.96 pv
I Pipe: 31 -15.1 i..055 pIJ 2.50 pF 0.5I L4 8.5 0.0 25.7 o.o 5.5 l-50 FTc T pE 0.030 8.5 0.0 26.5 o.o o.o5o TL 10.00 PV
I Pipe: 32 -35.1 1.O5s PL L77 PF 3.7I 30 8.6 o.o 26.6 o.o 72.g 150 FTG T pE 0.031 8.6 0.0 30.3 o. o 0.237 Tr, 15.67 pv
t Pipe: 33 -55.0 r.2g)_ pL 3r.57 pF 1,2.0rr 8.5 0.0 30.3 0.0 13.5 150 FTG 5E pE 1.9R1 4 _2 o. o 44.2 0. o 0.204 TL 58.57 PV
I Pipe: 34 -55.0 7.29L PL 1.39 PF 0.3Rl 4.2 0.0 44.2 0.0 13.5 150 FTG pE 0.5I R2 2.8 0. o 4s.l- o. o 0.204 .rr_, 1.39 pv
I Pipe: 35 pIXED PRESSURE LOSS DEVICEI R3 2.9 0.0 46.2 O.O 1-.1 psi, 55.0 gpmI R2 2.8 o.o 45.7 o.oI
r Pipe: 35 -5S.0 I.29\ pIJ 2.OO pF 1.3I R3 2.8 0. o 46.2 0.0 13.5 150 FTc E pE 0.5I R4 1-.4 o.o 48.1 o.o o.2o4.rr, 6.so pv
I pipe: 37 prxED pRESsuRE Loss DEVTcEI Rs 't-.4 0.0 60.1 O. O 12. O psj., 55.0 gpmR4 1.4 O.O 48.1- O.O
I Pipe: 38 -ss.O J,.2gI pL 2.OO pF 1.3- R5 J..4 0.0 60.1 0.0 l-3.5 150 FTG E pE l_.sR5 -2.0 O.O 62.9 o.o 0.204 TL 6.50 PV
I Pi.pe:39 -SS.t 4.095 pL 195.00 pF 0.2R6 -2.0 O.O 62.9 o.o 1.3 140 FTG ETG pE 2.5I POC - 8 . 0 sRcE 6s .7 (N/A) o . ooL rL 23r .20 pv
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SPRfNKIJER SYSTEM I{YDRAULTC ANALYSTS page 6DATE: 3 /T/2004 C: \HASS7s\HASS DATA\84018-2 . SDFJOB TITLE: Middle Creek Housing _ 4 Head Ca1c.
NOTE S :
(1) Calculations were performed by t.he HAss 2.5 comput.er programunder license no. 16070888 grant.ed by
HRS Systems, Inc.
4792 LaVista RoadTucker, cA 30084
(2) The system has been calculated to provide an averagelmbalance at each node of O. OO5 gpm and a rnaximumimbalance at any node of 0.1gT gpm.
(3) Total pressure at each node is used in balancing t.tre system.Maxj.mum water velocity is 20.2 ft/sec at pipe 16.
(4 ) PIPE
Prpe TabLe
PAGE: D
Diameter
(in)
4 .095
PAGF - T
Diameter
(in )
1 nqq
r .29t
FITTINGS TABLE
NAME: STANDARD, PIP
MATERIAL: DIRON HWC: 140
Equivalent Fitting L,engt.hs in FeetETIJCBG
811 Tee LngE1l ChkVlv BfyVlv carvtv14.40 28.90 8.70 31.80 l_7.30 2.go
MATERIAL: Cppr_M HWC: 150
Equivalent Fitting Lengths in FeetET'LCBG
ElL Tee LTE ChkVa BFVa cat.eva3.00 7.s0 3.00 7.50 9.OO 1.504.50 9.00 3.00 10.s0 9.oo 1.50
tt)
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SPRINKLER SYSTEMDAIE:3/L/2004
JOB TITLE: Middle Creek Housin
HYDRAUIJIC ANALYSIS
c: \HASS?s\HAss
Head CaIc.
Page 7
DATA\84018-2. SDF
c{
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adEl (/)(n bF( rq
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flo3'95
j 6,o n 3 6
odDo q o '.r ^
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90+
54+
45+
35+
SPRINKLER SYSTEM HYDRAULIC ANAIJYSTS page IDATE. 3/r/2o04 c: \HAssrs\HASs DATA\84o1B_2. sDFJOB TITLE: Middle Creek Housing _ 4 Head Calc.
WATER SUPPLY CURVE
108+
I
I*0\\\\\\\
99+ \\\\\\\\\
\\\\\\\\\
\\\\\\\\\
\\\\\\\\\90.0 psi @ 1535 gpm- > *
Flow Tes t. poi_nt
81+
v
R
E
)
U
r(
L
(
P
I
)
7 2+
I
Ilv
cr.1+
27+
18+LEGEND
X = Required water Supply 'l55.73 psi @ 155.1 gpm
9+
0 = Available Water Supply 'l101.85 psi @ 155.l- gpm ,l
tl
400 600 800 1000 t2oo 14oO 15oO
FLOW (GPM)
1800 2000
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Decernbe r 5. 2003
1. PRODUCTNAME
Vikrng Microfast! and MicrofastHP'i,
[4odel I',4 Quick Fesponse Pendent
S p rin kle rs
2. MANUFACTURER
The Viking Corporation
210 N. lndustrial Park Road
Hastings, Michigan 49058 U S.A.Telephone: (269) 945-9501
(877) 384_5464Fax. (269) 945-9599
e-mail. techsvcs@vikingcorp.com
3. PRODUCT DESCRIPTION
Vik Ing Microfasti and t\4icrofasIHp'
Ou,L r Fespo.tse Penoent Sprin,,,ers
are small. thermosensitivc spray sprin-
l,lers available wrth severaJ ftn:shes,
te'nper,atJre ral'ngs. a.td oflltce stzes to
meet desrgn requrrements. The special
Poly finishes and Teflon,i coatings canbe used in decorative applications
wnere colors are desired. h addition,
these two fintshes are corrosion resis-
lant and provide protection against
many corros ive enviro nments.
The pip cap and sealing assembly of the
sprinkler is held in place by a 3 mm
glass bulb. During tire cond jtions, when
the temperature around the sprinkler
reacnes jts operating te.rperature, the
heat-sensitive Iiquid in the glass bulb
expands, causrng the bulb to shatter,
releastng the prp-cap and seatt.rg
spring assernbly. Water flowing through
the sprinkler orifice strikes the sprinkler
clellector. {orm,ng a unttorm spray par-
tern to extinguish or control the ttre.
Deflector: Brass UNS-CSlOOO or Cop-
per UNS,C19500 for Sprlnkler Base
Pad Nos. 066628, 066668. 06765B.
and 12282. Copper UNS-C j9500 for
S prinkler 12104. Brass UNS-C26000
for all other Pad Nos.
Bushing lior Sprinkter Base pad Nos.
067188 067208, ard r22!Q1 91655
UNS.C36OOO
Bulb: Glass nominal 3 mm diameter
Belleville S pring Seating Assenrbty:
Nickel Alioy, coated on both slcJes
wtth Teflon Tape
Screw: Brass UNS C36000
Pip Cap and Insert Assembly: Copper
UNS-C110OO and Stain tass Steet
UNS.S3040O
Pip Cap Attachment: Brass UNS-C36OOO
EjectorSpring {Pad No. 12104) Stain,
less Steel
Sprinklers with Teflon. Coating
Bellevilre Sp ngi Nrc(el Alloy. e,/posedScrew: Brass UNS-C360O0, Nickel
piated
Pip Cap: Teflon i, Coated
Sprinklers with potyester Coating or
Poly Finish
Belleville Spring: Nickel Alloy, exposed
AVAILABLE FINISHES
Brass. Chrome-Enloy " (palents pend-
rng), White Polyester (Whire poty finish
for Part No.066628), Black po,!ester
(Black Poty tinish for part Nc. 066628),
and Black Tetlon'!,
ACCESSORIES
Spnnkler Cab,nels (Avai able sincc
1971):
A, Six-head capacity: part No.
01724A
B. Tweive-head capacity: part No.
o1725A
S prinkler Wrenches;
A, Standard Wrench. part No.
10896W/B (avaitabte since 2000)
or 05000cw/B (no longer avail
abte).
B. Wrench for coated and recessed
Viking Mrcrofasf and l/|icrofastHp!
QR Pendent Sprinklers: paft No
07398W* (avaiiable since 1990).
or Part No. 121 44W lB* , availabte
s ince 2003. NOTE: Becessed
pendent sprinklers wlth protec-
tive caps must use wrencn
12144W lB.'A )', ratchet is required (not avaiiabte ihrough
V king)
Refer to the "SPRtNKLER ACCES-
SOFIES" section of the Viking Engi-
neering and Design Dafa book.
S prin kler 4t a
4. TECHNICAL DATA
LISTINGS AND APPROVALS
Refer to tne Approvar Cfarl on page 4. b
Glass-bulb fluid temperature rated to
-65 "F (-55 "C).
lvlinimum Operating Pressure: 7 psi
(48,3 kPa)
FATED WATER WORKING PRES.
SURE
Sprinklers VK317 and VK342 are
rated for use with water working
pressures ranging from the mini-
mum 7 psi (48,3 kPa) up to 250 psi
(1 724 kPal for high-pressure sys-
tems. High-pressure (HP) sprin-
klers can be ldentified by tocating
the number "250" on the deflector.
All Other Sprinklers: Maximum 175
psi (1 207 kPa) wwp.
Factory tested hydrostatically to 500 psi
(3 448 kPa),
Spring: U.S.A. Patent No. 4,167,g74
Bulb: U.S.A. Patent No. 4,796,710
Testing: U.S.A. Patent No, 4,831,870
SPRINKLER MATERIALS
Frame: Brass Castings UNS-C84400
Sprinkler Temperature ' Nominal Sprinkler Temo.Maximum Ambient BulbClassilication Rating (Fusing point) : Ceiling Teqperglurer Colof
1ss"f (68"qL- . lqo.e igejg) . n"a
- in-letriredlete .-..__?.0-ql_(ggiaL_. __: - lqo,:l_,(Q_5_:Q q. . .. .]1elt __ .._a8-q T 1t,4-1 "QI_ - ,.:__ aas ]F_|1QZ.c) Btue
Sprinkler Finishesi Brass. Chrome-Enloyi {palents pending), White polyester (White poly
i irish to, P,/N C66628), Btack Potyesrer (Black poty frnish ior p/N 06662b). and Btack Tei-
on -
Corrosion-Resislant Coatings3: U/hite polyester (White po y fjnish fof p/N 066628), Black
finish iDr P/l.l 06662 Black Tetlon !
NOTE: The sprjng is exposed on sprinkJers wrth Teflon. Coatino or polv fjnrshes
Note: U nits of measure in parentheses may be approximations.
Form No. F 081296
FootnotesI Based on NFPA-13. Otner imrts may apply. depending on fire loading. splnkler location,
and other reqLriremenis ol th6 Authority Having Jurisdict on. Refer to specific installailon
srandards
i 'Tne lernpsrature ratlng is stamped on the deflector
i " The corfos!on resistant coatings have passed standard corrosion tests requrreo oy panrc_
i u ar appfovrng agenc es. Fefer to the approvai chart on page 41 b. Thesg tests cannot andI l^ ^^i --^.^.--do noi represeiii all possible co osive environments. prior to instailation. verifu throuoh
!he end-lser that the coatings are cornpat ble with or su table for the proposed envrro'n
In ]he coatings indicated are applted to the exposed extenor suriaces onjy.
Replaces page 41 a-b. dated May 2, 2OO3 (added Fl\I approval
of Black Poly finrsh for SIN VK302. Refer to technical d"ij p"oe
QR1.2 for care, installation, and maintenance informationL
\IKINIG'IVICROFAST' AND MicrofasrH pr
QUICK RESPONSE
PENDENT SPRINKLERS
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Quick Besponse Pendent Spnnkter
with a Standard 1/8, (3,1 mrn)
Surface-Mounted Escutcheon
.3: t / +".
1-1/2" (32
Mlnl|num
t
Ouick Response
Pendent Sprinkl€l
ceiling Opening Size: 2-5l16, (59 mm) Mtnimum
2-112 (54 mm) [,4aximum,
Quick Response Pendent Sprinkler
lnstalled vr'ith the Vrking MicrofastE
N4ode F-1 Adjuslable Escutcheon
Figure 1
Quick Fesponse Pendent Spr nkler
lnstalled wrth the Viktng Micromatic!
Model E-1 Becessed Escuicheon
S prinkier 4l b
December 5.2003
\lKIlfG'IVIICROFAST' AND MicrofastHp'
QUICK RESPONSE
PENDENT SPRINKLERS
- ApprovalChart
Microfastc and MicrofastHpx euick Response
Pendent SDrinklers
2 11410 rnD __ 125 -_,l 069328
Approved Temperature Flatings
nex Esv I - r as! i,r
Approved Escutcheonss
X - Slandard sudace-mounted escutcheon' or the Viking Microfast o Modet F,1 Ad-justableEscutcheonro
Footnotes
, :::"-::11:I?..1 rs,shown For comptete part number, refer to Viking,s current price schedule.t
l]'":it['#y;]i"":::l,g' ano app'lvat. lJal;ilil;;;;i;,.,nin's. otn",'
"pp,.ovars
may be in process, check with rhe manuraciurerlor any addrt onal approv;Js.
rinc.epted for use. City ol New iork Department of Buitdrngs, MEA 89-92-E, Vol XVI
" Accepted lor use, City of New york Board of Standards and Appeals, Catencj ar N u rnber 21 9-76-SA' Tl-re sprinkler orifice is bushedt
::ftlt:J""r"tjililer Accessorres" sec tion of the viking Engineering and DesignDafa book for rechnicat data on approved escutcheons and
: L::leo by Unoerwflters Laboratones t']c io..rsp In tne U.S and CanaoacuLus Lrsltngs and NYc Appfovals limited to Light-Hazard occupancies wilh hydraulically calculated wet sysrems" l'4etrrc K'Factof shown is lor !se when pressure s ieasured,in *ea. wnen f essure is measured in BAR, multiply the metric K-Factor shawn by 1o o.! FM Approved for use onlv in wet-oipe sprinkler systems (or preaction systems quarjfyrng as wei "y"t"#rito,. prot""tron of occupancies de--scrrbed in the Factorv H'tutuat Enoineering *o n'""""i"ri1.i"" ii"J"nirt" outu 'sn";r":; i;h;;i;vilory Buletins.vrhe vrkrng Microfast d M odel F- 1 A:djustable Escutcheon is cons iaeied a s r rta"" r o, nt"J es"rt1.i " o"iur"" ,, ooes n ot a ow the ius bre e !.-ement of the sprjnkler to be recessed beh'nd the face olihe wall-o;;;rirr rg.'cULus Listed as corroslon resistanl
-- - Temperaiure KEy
v i- Finish
A1X <- Escutcheon (rf apot cable)
1-s/4''
(4s rnm)1-3/1"
(45 mm)Minim!m
i
3:t]:..-,ryg:.1a-b,.dated Mqy_?, ?o_03 (added FM approval of Btack poty finish for SrN vK3o2,HeTer to technicar data page QRr-2 for care, installiiion, and maintenince intormation.Form No. F 08i 296
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June 27 , 2003
sensjtivity, glass-bulb residential sprin-
kler. The sprinkler is available in several
finishes and temperature ratings to
meet design requirements.
The orifice design, with a K-Factor of
5.5, allows the sprinkler's efficient use oI
available water supplies lor the hydrau-
lically designed fire-protection system.
The 3 mm glass bulb and special deflec-
tor combine speed of operation and ar-
eas of coverage to meet residential
sprinkler standards. During tire condi-
tions, the heat-sensitive liouid in the
glass bulb expands, causing the bulb to
shatter, releasing the pip cap and seaF
ing spring assembly. Water flowing
through the sprinkler orifice strikes the
sprinkler deflector, forming a uniform
spray pattern to extinguish or control
the fire.
4. TECHNICALDATA
Glass-bulb fluid temperature rated to
-AC oF /-(F oa\
Bated to 1 75 psi (1 207 kPa) water work-
Ing pressure.
Factorytested hydrostatically to 500 psi
(3 448 kPa).
Spring: U.S.A. Patent No. 4,167,974
Bulb: u.s.A. Patent No. 4.796.710
Testing: U.S.A. Patent No. 4,831,870
Thread Size: Nominal 72" (15 mm) NPT
Nominal K-Factor: 5.5 U.S. (7,9 metric*)* Metric K Factorshown isforusewhen pressure is
measlred in kPa. When pres,sure is measured in
BAR, multiplythe mel ric K-Factorshown by 10.0.
Overall Length: 2-114" (57 ,2 mm\
SPRINKLER MATERIALS
Frame: Brass Castings UNS-CB440O
Detlector: Brass UNS-C26000
Bulb: Glass, nominal 3 mm diameter
Belleville Spring Sealing Assem-
bly: Nickel Alloy, coated on both
sides with Teflon Taoe
Screw: Brass UNS-C36OOO
Pip Cap and Insert Assembly: Copper
UNS-CI 1000 and Stainless Steel
UNS.S304OO
ACCESSORIES
Sprinkler Cabinets:
A. Six-head capacity: Part No, 01724A
B. Twelve-head capacity: Part No. 01 7254
Available since 1971 .
Sonnkler Wrenches:
A. Standard Wrench: Part Number
10896W8 (avaitable since 2000) or
0500OCWB (no longer availabte)
B. Wrench for coated and recessed
sprinklers: Part Number 07398W**
(available since 1990) or part No.
12144**, available since 2009.
NOTE: Recessed pendent spri]}
klers with protecti\re caps must
ute wronch 121114.*rA %'ralchet is required (notavailable from Vi
king).
Refer to the "Sprinkler Accessories"
section of the Viking Engineering and
Design Data book for information on
sorinkler accessories.
Refer to the 'Viking Residential
Sprinkler Installation Guide,, pages
(i-iv) for general care, installation,
and mainbnance information.
1. PRODUCTNAME
Viking Microfast.. Model M-5 Residen-
tial Pendent Sprinkler SIN VK432 (5.5
K-Factor)
. Sprinkler Base Part Number '10050
Available since 1997.
2. MANUFACruRER
The Viking Corporation
210 N. Industrial Park Road
Hastings, Michigan 49058, U.S.A.Telephone; (269) 945.9501
(877) 384-5464Fax: (269) 945-9599
e-mai | ; techsvcs@vikingcorp.com
3. PRODUCTDESCRIPTION
Viking's Microtast-d Residential Pendent
Sprinkler SIN VK432 is a small, high-
Unjts of measure in parentheses may be approximations.
Form No, F 060697
Replaces page 1 41 a-d, dated Ap(il 17, 2002. Refer to resi-
dential sprinkler technlcal data page (i-iv) for general
care, Installatlon, and maintenance information,
Sprinkler 141 a
\IKINIG'MICROFAST' RESIDENTIAL
PENDENT SPRINKLER
srN vK432 (5.5 K-FACTOR)
Nominal Sprinkler*Tff:ilffijff"'" .Iff'#frl*[?:'
Sprinkler Finishes: Brass. Bright Brass, Chrome,Enloy@ (patents pending), White, and Navajo
Wnite
iooinoies -
r Based on NFPA-13. Other lrmits may apply, depending on fire loading, sprinkler location, and
, other reqLrirements o,lne Authonty Having'Jurisdiction:Refer to specif-ic tristallation standards.' Ine splnhter temperatLtre ratrng rs stamped on the deflector.
Table 1
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Sprinkler 141 c
June 27 , 2003
MICROFAST' RESIDENTIAL
PENDENT SPRINKLER
srN vK432 (5.5 K-FACTOR)\IKII\G"
rcsizeNominatK.FactoroV9E!!.!-9ngth.sprinklerBase.sprink|er
Deflector style r.,"io" -- : -u.i.' - ."ttiit Inches r[]n P94-!!I!!9f. .ldentitication NUQEI
- pr"q".J --'r:'z'],l- -,--A--'-t,,14 .'^-51,r-- .,--:qoso - .- ;,.- Yrl?2*--,,
Appiou"l chart2 .;;femcerature
KEY
Microfasto Resldential Pendent Sprinkler VK432 : AIX< Escutcneon (it applicable)
This paqe applies !o system designs using SIN VK432 Sprinklers manulactured belqg July 12' 2002'
I nstqll ed bel ow smo4!'fl 3!-bofiz-on!q!-qej!i!S s.
"r.
n *, or cou.ran"t,t
- --- -tt iltrrullwAlgl_supplv Requirerlents6
-wjd.lh x Lg!'g![ ....- i _.. -.,.. sjllste.splint!-er
-
, --Two
or Mqrqlpdnklers
L a ^^m 61 7 A.i IE?I a I lni^ ta L-,
a-r rr 3,7
rzl xtLz'(g,z m x g,ziqL.-111s!nr @ 8.5-pq-loAgL/m!@lq!lPal'_115-sp!! @ Z-P9il94f-L[min @ 47
t'o;;,,.11 1aamX1,3!:n) .1sgpm@r1.epsi (7-1,e L/min @ 8?'q!PP) 16 $)F-@.9-5-psi Gq9'Vrun @.98
p n la8. 5 9s1,160, 6 !L.m_i!,@_9!36lx 1,6' (4,e m X.19.d I1s spu,l,@ 119-psi (71,e L/min @ 82i18?d -.L6-,spnggs gs,!,Lou,
I'X 18 (5,5 m x 5 r!i!,@1a!.5 k
20'r 20 [q,1 m x 6l 1 9.0p-9j (903UrnE @__1 31 psilT,l-s LII!!! @
!!stal!c-d jelsw {gprd sei!!!sa lqith s!-9p9! c!!c aldilgu4os
Requ!leme,nts"; . . t-islingsf
iI 4 ia_tlt4,7 Nl'(.4,__ Two or More Splnklsrs
16 oom @ 8.5 osi (60,6 Umin @ 5
I2 x 1? .(?,7. m r3,7 n)..121 sp.D @ 11.6--pglgqi1!1mi! @-1g
14'L14 (4E]! I4,9j) t2qspr @...13,? pe-1175'2-L1llr!n @ 9l
psi (00,6 L/min @
6 qpm @ 8.s psi (60-q Urnrn @ 58,3
14' x 14' (4,3 m x 4,3. m) i21 gpm@14.6-psi (79,5 L1mi0@ 1(6 qmin-,@.59,3 !
l6l r 16' i4.9.nr-4e m)+?Q Sp-qr-@ 13.2i9LEqLLfI!]n @!1.?l-e4 t16-qpm @ 8.s ps-Ll6gqlJn!-! @
16',x 16', (4,9 m x 4p m) i2! gpm.@ 1a.6 psi (79.:5 LlBi! @ 1qO,-9 KPa): 16 Spqn @. .5.p9i (60,6 !-./-rylln..@6',x 16', (4.9 m x 4p m) i2! gpm.@ 14.6 psi (79.:5 LlBilr @ 1qO,-9 KPa): 16 Spqn @. .5.p9i (60,6 !-./-rylln..@.5q,316'x16(4.9mx4,9
X1-8,(5'5mX9,5m)]229pm@']9ps|.(93,3Llmj!@'..1'1o,3kPd''i19gpm@1-0-'Z''psi.1'6''q'l
x20'(q.lM q,1 mI i_2-.q9p4 @ 25.9p!r-(106 Un!! @-U!,ZlP3)124-gpi!-@-1-ep9i (g1l8-Llmin @ 131,q iPaLAlX :
^^^' va.r Finich6< ' Aooroved EscutcheonS
AlX18 x ]-sl (5,smx9,5m) I 22 gpm @, I I ps| (93,3 Llmj! @..,1.10,3
20'\2.l'tc,1 mx6.1 m) i28oom @25.9psi (106 Umin @ 178,7
Approved EscutcheonsADDroved Temperatures
n. r s5f (m"c)ana r75'F (79"C)
B - 155 'F (68 "C) only
e - 17_:? "F (7e'c) 9!1Y
Approved Finishes
1 , Brass. Briqht Brass, x - standard surface-mounted escutch^eons or the Microlasto' Cnr-orn'" Enf oid."Wiit", i"l l/oaei F-l Adlustable Escutcheons. or recessed with the
l "-y-ej
o Wn!!i -: -J\4rcromatrg:-Modq-E'1 or E'2 Recessed Escl4qh6on
-Footnotes
I Metric K-Factor shown is for use when presstrre s measured in kPa. When pressure Is measured in BAR, multiplythe melric K-Factorshown by 10 0.
t iil'i ir,rirriii*1iri" i,"tingi ;J upjr.o;ti iuiii.tl"ir rn" t're of pnnting. other approvals may be in proCess. check with the manutactur€r
for anv adoitronal hshnqs or approvals.
3 Lrstrng rs tor residenhalbccupancies with smooth, flal, horizontal ceilings.,
" iiiii"i iJ t"-1,".-ia""tili"""rp5"Ciei *itn tro"tn, nat, hbrizontal ceilings ind ceilngs with slopes up to and including a 6/12 (26.6") pitch
s r-iit"f"i"i "i "'"""i^.. -""!ri"-Jir.". ceitino. bonsult Fioures 3 and 4 below, an-d "Flesidential Installanon Guide" paragraphs that p€r- LlsllnQ ls rcr resloenllal occuparlcles w
s Listedarea of coverage measured along ceiling. Consult Figures below, an-d "Flesidential Installanon Gulde rparagraphs that p€rtain to
"prrlLii*itn ri"ti.ds for both smootli. flat, h.-orizontal, an-d sloped^cerlings for installll?l-9,""t1iF:
" F;;;;#;;;";g"" "';.iiJrin;" ih;*"Li""ln";Mrirrm Witer suppl! nequirement" forthe next larger area listed. Flows and pressures
listed are oer sorinkler.listed are per sPrinkler.
7 r:^+^r tr., I r^.1^--.il^,.Listed bv Underwritqrs Laboratories lnc. for use in Canada
rL^ r/:r-:-:^ rrr^.^t^^r3 rr^,.1^lE I d.1,, ,crrhla F.^, ,i^ha^^ ic ^..I#'V;i,i""M;;;;;':i'. vEilir:i-AJri,"tiote Eicutcneon ts considered a surface mounted escutcheon because it does not allowthetusible el-
ement oithe sprinkler to be recesied behind the lace ol the wall or ceiling.ement oithe sprinkler to be recesae-d behind the llce.ol the w3l]!r ceiling.
s ,q"""oi"o loi r.,'ie, ciiv ol New York Department of Burldings MEA Number 89-92'E Vol 15
ruoieitn.statt l,ticroiast t Bes,dentral Pendent Sprrnkler SIN VK43?fryith !be-dg!!e9!9t between 3/4NdTEilnstatt M,crofast' Res,d-entral Pgldg!!furrnkler SIN VK432 w
Minimum 8" lintel lor lofvupper
level (cathedral) applications.Listed areas of coverage correspond to
areas measured along ceiling slope (For sloped
ceiltng Inslallalrons, actual floor coverage in the I r i_ . .
honzo-ntat plane will be less than the listed area ) I
-........-.----: :' : ',,:-.,. 7... ,t
IM6ximun'l
ceiling
slope - 6/12
(26.6').
I
Refer to -
Chart 2
above for
listed areas
of coverage.
Notes; I ' -,C
1. Actual installations may requile multi- f \
ple sprinklers. A single sprinkler instal- | i^: I \.\ ;'', '- iraximumlatron has been shown for clarity.
2. For "cathedral" ceiling applications, in- | 'l-,i iI 6t12 (26'e)
stall sprinklers in a syhmetrical mirror- L pitch Reter
imags oI Figure 3. | -_:*-_'_:-.
- - , to chart 2
3. For ireas ofioverage smallerthan the | f;--- above.
listed areas (up to 20' x 20'), with ] -
slopes between a 2/12 (0') pitchanda 1 , :..slopes between a 2/12 (0') prtch and a 1 ,.-
6/12 (26.6") p'tch, use the "l\4rnrmum - I
Water Supply Requirements" for the I j ' i' '
next larger listed "sloped" spacing. i , ' l, ,
Refer to Aporoval Chart 2 above
Figure 3: Installation Instructions Figure 4: Installauon Guidelines . Lofts
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November '14. 2003
,1. PRODUCT NAME
Viking FreedomrM Model M-4 Residen-
tial Pendent Sprinkler SIN VK430t
. Sprinkler Base Pan Number 09530
tThe Sprinkler ldentifioation Number (SlN) is
stamped on the sprihkler deflector.
2. MAI{UFACTURER
The Viking Corporation
210 N. Industrial Park Road
Hastings, Michigan 49058, USATelephone: (269) 945-9501,877\ 384-5464
(269) 945-9599
e-mail: techsvcs@vikingcorp.com
3. PRODUCT DESCRIPTION
Viking's FreedomrM Residential pen-
dent Sprinkler SIN VK430 is a small,
high-sensitivity, glass-bulb residential
sprinkler available in several finishes
and temperature ratings to meet design
requirements.
The orifice design, with a K-Factor of
4.3, allows efficient use of available wa,
ter supplies for hydraulically designed
fire-protection systems. The 3 mmglass
bulb and special deflector combine
speed of operation and areas of cover-
age to meet residential sprinkler stan-
dards. During fire conditions, the heat-
sensitive liquid in the glass bulb ex-
pands, causing the glass to shatter, re-
leasrng the pip cap and sealing spring
assembly. Water tlowing through the
sprinkler orifice strikes the sorinkler de-
flector, forming a uniform spray pattern
to extinguish or control the fire.
4. TECHNICALDATA
Glass-bulb fluid temperature rated to
-6s 'F C55 "C).
Rated to 175 psi (1 207 kPa) water work-
ing pressure.
Factorytested hydrostatically to 500 psi
(3 4aB kPa).
Spring: U.S.A. Patent No. 4,167,974
Bulb: U.S.A. Patent No. 4,796,710
Testing: U.S.A. Patent No. 4,831,870
Thread Size: %" (15 mm) NPT
Nominal K-Factor: 4.3 U.S. (6,2 metric.)* Metric K"Faclorshown is lor usewhen pressure is
measured in kPa. When pressure is measured in
BAR, multiply the m€t ric K-Factor shown bV 1O.O
Overall Length: 2-'l14" (56,2 mml
SPRINKLER MATERIALS
Frame: Brass Castings UNS-C84400
Deflector: Brass UNS-C26000
Bulb: Glass, nominal 3 mm diameter
Belleville Spring Sealing Assembly:
Nickel Alloy, coated on both sides
with Teflon Tape
Screw: Brass UNS-C36000
Pip Cap and Insert Assembly: Copper
UNS-CI 1000 and Stainless Steel
UNS-S3OZIOO
AGCESSORIES
Sprinkler Cabinets:
A. Six-head capacity: Part No. 017244B. Twelve-head capacjty: part No.
o17254
Available since 1971 .
Sprinkler Wrenches:
A. Standard wrench: Part Number
10896W8 (available since 2000) or
05000CW8 (no longer avaitabte)
B. Wrench for coated and recessed
sprinklers: Part No. 07398W** (avail-
able since 1990), or Part No.
12144W18**, available since 2003.
NOTE: Recessed pendent sprln-
klers with protectiv€ caps must
use wrench 12144W1A.
"A 1/"" ratchet is required (nol available lrom Vi,
king).
Refer to the "Sprinkler Accessories"
section of the Viking Engineeting ancl
Design Data book for informalon on
sprinkler accessories.
Sprinkler 140 a
Footnotesr Based on NFPA- 1 3 Other limits rnay apply, clepending on tire loading, sprinkler location, and
r other requrrements ot ihe Authonty Haung Junsdrclron:Beter to specific inbta ation standards.' r re spnnktertemperatu/e rattng ts sta^rped on the defleclor.
Tabl€ 1
r Bulb: Color
ordinary 155 "F (68.C) log:t (3s:Q. . ......;,... .... netlntermedrare 175 "F (79 "C) . . .:. . :159 :F- 1q5..:g). i ye ow
Sprinkler Finishes: Brass, Chrom€-Entoy.:,(p,!qe!!s_p_g]]9lngLq!{Wbil9
Note: Units of measure in parentheses may be approximations.
Form No. F 082095
Sprinkler Nominal SprinklerTemperature Temperature Raring2 i ^ii:'::aT:::::,Classification (Fusing Poinq - uerlrng lemperature
Replaces page 140 a-c, dated September '19, 2003. R6fer
to residential sprinkler technical data page (i-iv) for ger}
eral care, installation, and maintenance information.
\IKII\G'FREEDOM'" RESIDENTIAL
PENDENT SPRINKLER
srN vK430 (4.3 K-FACTOR)
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Sprinkler 140 c
\IKINIG FREEDOM'' RESIDENTIAL
PENDENT SPRINKLER
stN vK430 (4.3 K-FACTOR)
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November 21 , 2003
1. PRODUCTNAME
Viking Micromatic" Model M and Micro-
maticHP' Model M Standard Resoonse
Sprinklers
.Available Styles: Upright, Pendent, and
Conventional
2. MANUFACruRER
The Viking Corporataon
21O N. Industrial Park Road
Hastings, Michigan 49058, U.S.A.
Telephone;
Fax:
(26e) 945-9501
i\877) 384-5464
(269) 945-9599
e-mail: techsvcs@vikingcorp.com
3. PRODUCT DESCRIP'IlON
Viking Micromatic i and MicromaticHP.
Standard Flesponse Sprinklers are small
thermosensitive spray sprinklers available
in several finishes, temperature ratings,
and orifice srzes to m€el design require-
ments. The small trame and 5 mm olass
bulb provide a pleasing appeardnce.
Used in conjunction wath one ol the vari-
ous corrosion-resistant coatings, the units
provide protection against many corrosive
environments. ln addition. the Polyester
finishes and Teflon' coating can also be
used in decorative applications where col-
ors are desired.
During lire conditions, the heat-sensitive
liquid in the glass bulb expands, causing
the bulb to shatter. releasing the pip cap
and sealing spring assembly. Water flow-
ing lhrough the sprinkler orifice strikes the
sprinkler defleclor, forming a unilorm spray
pattern to extinguish or control the fira.
Viking Standard Response Glass-Bulb Styte
Sprinklers may be ordered and/or used as
open sprinklers (glass bulb and pip cap as-
sembly removed) on deluge systems
4. TECHNICAL DATA
LISTINGS AND APPROVALS
Feter to the charts on pages 1'1 b-d,
Spacing Requirements: Max. spacing 15
tt. (4,6 m). min. spacing 6 tt. (1 ,8 m).
Glass bulb Jluid temperature rated 10 -65 oF
(-5s 'c).
Springr U.S.A. Patent No. 4,167.974
Min. Operating Pressure: 7 psi (48,3 kPa).
RATED WATER WORKING PRESSURE
Sprinklers 09992, 09993, 09994, and
09995 are rated for use with water
working pressures ranging from the
minimum 7 psi (48,3 kPa) up to 250
psi (1 724 kPa) for high-pressure sys
tems. High-pressure (HP) sprinklers
can be identlfied by locating "250"
stamped on the deflector.
Allother Part Nos. notmentioned above
are rated to a maximum 175 psi (1 207
kPa) wwp.
Factorytested hydrostatically to 500 psi (3
448 kPa).
SPRINKLER MATERIALS
Frame: Brass Castings UNS.C84400
Deflectori Brass UNS-C51000. Brass
UNS-C26000, or Cooper UNS-C19500
lor Sprinkler Base Part No. 09992.Brass UNS-C51000 or Copper
UNS-C19500 for Sprinklgrs 10139,
10142, 10170,10173, and 10223. Cop-
per UNS-C19500 for Sorinkl€r Base
Part Nos. 10138, 10141, '10169, 10174,
10187, 10190, 10193, '10220, 10233,
12105, and 12106. Brass UNS-C26000
for all other Part Nos.
Bushing (lor Sprinkler Base Part Nos.
09994, 09995, 10188, 10189, 10191,
10192, 10218, 10219, 10221, and
10222): Brass UNS-C36000
Bulb: Glass, nominal 5 mm diameter
Belleville Spring Sealing Assembly: Nickel
Alloy, coated on both sides with Te{lon
TaDe
Screw: Brass UNS-C36000
Pip Cap lor Sprinklers 09932, 09993,
09994, 09995, and 10221: Bronze
UNS-C31 400 or UNS-C31600
Sprinkler 1 1 a
Pip Cap and lnsert Assembly tor alt othsr
Sprinkler Part Nos: Copper UNS-C11000
and Stainless Steel UNS-S30400
Pip Cap Attachmsnt: Brass UNS-C36OOO
Ejector Spring (Part Nos. 12105 and
1 2 1 06): Stainl8ss Steel
Sprinklers with Teflon@ Coating
Belleville Spring Sealing Assembly: Ex-
posed
Screw: Nickel Dlated
Pip Cap: Teflon@ Coated
Sprinklers with Poly Finishes
Belleville Spring Sealing Assembly; Ex-
posed
AVAILABLE FINISHES
Brass, Chrome-Enloy@(patents pending),
White Polyester (White Poly finish for
Sprinkler Base Part Nos. 10138, 10i39,
10141 , and 10220), Black Polyester (Btack
Poly tinish for Sprinkler Base Pan Nos.
'10138 and 10139), and Black Teflont in atl
temperature ratings; Wax-Coated Brass
or Wax over Polyesler* lor sprinklsrs
Note; Units oJ measure in parentheses may be approximations. Beplaces page 1 1 a-d, dated May 2, 2003 (new SIN for Sprinkler ,1 O2O3).
Form No. F_100397 Refer to technic_al data page SR1-2 for general care, installation, and
maintenance information,
\IKINIG MICROMATIC'AND
MicromaticH P" STAN DARD
RESPONSE SPRINKLERS
Uprlght Pendent Conventional
Sprinkler Temperature
Classilication
Nominal Sprinkler Temperature
Ratinq (Fusing Point)
1 55 "F /68 "C)
Max. Ambient
Csilinq Temp€raturel
Bulb
Color2
100'F t38 "C)ffed
YellowIntermediate175 'F (79 'C)150 "F {65 "C}
lntermediate 200'F (93 "C)150'F (6s "C)Green
ntermedrate 212 "F t100 'C)150'F (65 'C)Green
Hioh 286 'F 1141 'C\225 "F fiO7 'C\Blue
Extra Hioh 360 'F (182 "C)300'F 1149 'c)Mauve
|'Ul!|aHigh4-''L5oo:Et29'9':.c)iSprinkler Finishe-s:
-B-ras_s, -C-hrome-Enloy'e, White Polyester (Whate poly finish for Sprinkler
Base_Part Nos..10138, 10139, 10141 ,and 10220), Black p^olyester (Black'polylinish for Sprin-kler Base Pan Nos. 10138 and 10139). and Black Teflon"
Corrosion.Resistant Coatings3: Whiie Polyester (White Poly finish for Sprinkler Base part
Nos. 101 38, 10139, 10141 , and 10220 only), Btack potvester (Black polvfinish for SDrinkler
Base Parl Nos. 10138and 10139),ald BtackTeflon" in a temperature rdtings. Wax-Coated
Brass and Wax over Polyester tinishr for sprinklers wjth the tollowinq tempeAture ratinos;
155 "F (68'C) Lt. Brown Wax 2OO "F (93 "C) Brown Wax 296.F 4141 dcy Dk. Brown-Wax
175 :F (7s :c) Blown W3I 212 :F (1o! "c) Brown wax
1 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and
" olher requtrements of the Authonty Havtng Junsdrctron. Reter to specilic Instailation standards.' lhe lemperature ratrnq rs stamoed on the deflector.3The corrosron-resrstanicoatings have passed th€ standard corrosion test required by the ap-proving agencies indicated on pag_es 1 1 b-d. These tests cannot and do not repr6sent illposslble corrosive environments, Prior to Instaltatton, ventv throuqh the end-us€r that the
coatings are compatible with or suitable tor the propos€d 6nvronitent. The coatinos indi-
cated are applied to the exposed exterior surlaces only and, therefore, the sprinkleis can_not be used as oBen sprinklers. Note that the spring is exposed on sprinklers with poly fin-
rsnes and lellon* coatrnos.
4 Spnnkl€rs ol Ulka-Hrgh teirperature rating are intended for use inside ovens, drvers, or sim-ilar enclosures with normai op€rating temperatures above gO0 "F (1 49 "C). Where the ambi_
ent temperature around the Ultra-High temperature rated sprinkldr is sighificantly reduced
below 300 "F (149 "C), response time mav be severelv retarded.5 Wax Over Polyester unavailable for Sprinkisr Base p/N3 09992, 09993. 09S94, and Og99S.
75 "F
and
75'F
) "c)
175 "
175
175
00'(
). 17
"c)
1'C
"c),
= (1C.c)
F (10(
'c)
212"F
F (68
"F
.F
21
11e2B-155'
286c 155'
and
D - 155
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Sprinkler 11 b
.15 mn]
15 mml
15 mm
, Pendent, 10
Approval Chart
Micromatic@ Standard Pendent Sprinklers
Listings and Approvals2
FM NYCA
ls mD 175
3i4 20 mm,
15 mml
20 mml
20 mm
Approved Temperature Ratings
A 155 "F (68'C). 175"Frs5'r- (68'c), 175'F (79.C),200 "F (93 "C),
212 "F {100 "C),286 "F (141 'C), and 360 "F
Installed with the Viking Microfas
'5 mm 175 Pendent 10i39 , VK102 , 5.6 e.115mm_ 175 rPendeotl 10223 ) VK2O2l 8.0 i 11.5
.15 mm- 175 I Pendeff. 18221e10 - VKOO_gl 2.8 .-_49',' rs... rzs . FenJ-:en-rl r6zzrrt, vi<obi* +.i.- o,o "ittotse:
D14 20 mm 1/5 Peld.ea!_ lOiL- V!<2g_B.O t t.5 25/16l 59 . D j
- i5 F-n 175 Pencle.r .01 Zg'2 VK.0?...... 5.6 B, J 2 3/.6 56- 20 mD 175 ,Pendent: 14.17_A, - VKZo_2,_r g0 11,q..__Z:?18 l6!_ -
.15 mm- 175 lPendeffl 18221e,u - VK00_31 2.8 :-_ 4,a ]] 3116,
15 mm 1 75 , Pendent i 1Q222e:14 i VK004 , 4.2 6,0 - 2.1/4
20 mm 1/5 Pe1d.e4 lOiL- Vl<2]gA_8.0 t t.5 25116i5 F-n 175 Penqerl '91 73 2 , VK'0?...... 5.6 B, J 2 3t.6
D1
rw.!]_v, - !!Ey_4_1 .lJrw I 1.1,9..__4:91o r_ov+ ._-' 20 mm. 1 75 , Pendent , .12105 , Yl(2O2 : e.O 1.1 ,5 .2,Ql1O L 56
Approved Finishes1 Brass. Chron e-Enloy:. White Polidstef. Btack potVesters, and BtackTeflon.5
2 . Brass. Chrome-Ertoy " . Whrte Poli Frnrsh5.-B,ack p6lv Finish5, and Black Tefton !'s
3 - Whrte Polyeste' Bla_ck Polyester. Btack Feflon ", Wax-Coeteo Brass. and Wax over polyester4 Wh.te Poly F,nish. Black Poly F irrsh. Btack lefton" Wax-Coaied Brass. and Wax oirer poly
F rnrsh
(e3'c),
)
(e3 "c),
200'F
0'F(
0"F(
and I
), 200
), 200
'c), a
e'c),t0'F(
s "c),
(7s'c
I 360
"F t7
5 - Brass, Chrome-Enloy3, Whrte Poly Finish, and Black polv Finish6 - White Poly Finrsh, Black Poly Frnish, and Wax-Coated Brass (co(osjon resjstant)6 - Whrle Poly Frnrsh. Black Poly Frn,sh. and Wa
7 . Brass and Chrome-Enlov'
I'Wax-Coated Brass and Wax Over PolyesteF
_ 19q lq) - 10- Wax-Coated Brass (corrosron resista;t)
F .r:! ,F (:^": 9f 11 High lemperarure 2OO "F {93 "C) Wax Coaling (corrosion resrsranr): maxI -5uu t- 'lbu u) lenperature a owed alceil,nq _ 150 "F {65 "c)
. Base oar n-roe.shown For comp eie 0"" "j'.;3ilij;9[",n:;:i$;Si5::i'lli5j;lJt
B]ac( Po'|vestel
" ltrs table sr'ows the lstings a.d approvals avarlable at the t..e of p.intinq Other aporovals rnav be in orocess.'ALcepted 'o. Jse. Crtv ol New Yo.k Departmelt of Buridings. l\,4EA NL,mbei g9-92-E, Vol. Xll.' Listed by Underw ters Laborator es Inc. for use In the U.S. and Canada,' cULus Lisied as corroston-reststant.
; y:Jll: 11J1"]?i:|.:Yl:.19i!::'//f."n p*ssure is measured in kPa. When pressure is measured in BAF, multjplythe metric KJacto r shown by 10.0.Sprrnklers or uLt/a-Hlghiemperature rati19 are 'ntended lor irse Insrde ovens, dryers. or srnrlar enclosu16s wtth normal ooeratino tehoera-
l{::,ao9y: J:u:1 1119
"u). wh€re the ambrent temperatLre arodnd the ultra-High temperature rated splnkter is signrfrcanity redu-ced detow
"qqq'"49"C).tf'e.esponselireo.theUtt.aHigl.temperaureratedspnnktermaybelevereivretarded.d llv ApqfqvJ! o')i il(ing Microratic ' Stanoa.o Respbrse Recessed Penoent Spnnkle.s instat'eb with the Vrkipg Micromatrc i l\4odel E-, or E-2Hecesseo Escutcneon rs lrmned to wet systems and preaction systems qualitying as wet systems, lor hazard oacupancies up to and includjng
- Ordinary Hazard, Group ll.
.L!sJirlSS qld Approvals hmrted to Lighi-Hazard Occupanc es with hydraulically calcu ated wet systems only.'"rne sprnKler ontrce rs bushed.
Refer lo lhe Sorrnkre' Accessories sect.on for tecnntcal data o. approved escutcheons aro other accessories Escutcheons must be or-
.de.ed separatery kon so.tnklers Refe/ to V,ktng s current prJce schedule.zSpn^kre s '0173 '0189, and r0188 are ava able on soecia' order.
I - Wax-Coated Brass and Wax Over Poli Finishs
10 - Wax-Coated Brass lcorrosron resislanfl
November 21 , 2003
\ilfl\G'MICROMATICO AND
MicromaticHP' STANDARD
RESPONSE SPRINKLERS
Larqe Orifics--'-.'..17s ,Pendent 1.0223 . VK2o2 i 8.0 11,5 , ?:318 I6Q.r..B-1,_D8, Et-]., FZ_ 87, C1.0.. f-z : et , 0e,' F.:.,r,'] ..175 iPendentl 10142 \lK2o2 8,0 ; 11.5 ,2-5116i.F9i..81.0s,.F11.F7:BZ,Ctg; Ft-"B.t. Da" E,j.r, -175 Pendenti 10187 vK2o2 ] 8.0 11,5 I 2-318 oo lar. oe, .'Etr, ii i 'Cio '..,- '" -
.175 Penden!. 10120 . VK2O2 18.0,11,5 2,3/8 60 1 Br,Oe,Etr c1o,A7 I :....... _
1 75 Pendent ; 10142 VK202 I 8,0 , 1 1 .5175 Pendenti 1O173li ]VK1o2 i 5.0. e.1....175 Pendent L 10170 Vt<2O2 8.0 11.5175 Pendent 12105 VK2O2 i LQ : I1,5
Spacing Requirements; Maximum spacrng t 5 f't. t4.6 m), mrnrmum spacing 6 ft. (1,8 m).
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November 2'1 , 2003
with temperature ratings through 286
"F (1 41 'C).* Wax Over Polyester unavailable for Sprinkler
BasePanNos 09992 09993,09994.and09995.
ACCESSORTES
Sprinkler Wrenches:
A. Standard wrench: Part No. 10896W8
(available since 2000) or 05000CW8
(no longer available).
B. Wrench lor coated and fecess€d
l\4icromatico and MicromaticHPo Stan-dard ResDonse SDrinklers: Part
No. 07398w*. (available since '1990),
or Pan No. 1 2144W8**, available
since 2003. NOTE: Recessed pendent
sprinklers with protective caps mu3t
use wrench 12144W1B.
i*A %" .atchet is required (not available from Vi
king).
Reter to the "Sprinkler Accessories" sec-
tion ot the data book.
Sprinkler 1 1 c
\IKINIG MICROMATIC'' AND
MicromaticHP" STANDARD
RESPONSE SPRINKLERS
Approval Chart
M icromaticHP@ Standard Response Pendent Sprinklers
,- lemperature
, +; Finish
:Al
KEY
aximum 250 PSI WWP
Thread Size
Pendent15 mm 250 09994i 2.8 A1
Installed with the Mking Micromatico Model E.1 or E-2 Recessed Escutcheons
fz" 15 mmi 25O Pendent
Black Polyestera,
Footnotes
1 Base part number shown. For complete part number, reter to Vtkrng's current price schedule.z This table.shows the listings and approvals available at the time of prrnting, Other approvals may be in process.
' Listed by Underwriters Laboratories lnc, for use in the U.S. and Canada.a cULus Listed as corrosion resistant.5 lVetric Kjactor shown rs for use when pressure ismeasured in kPa. When pressure is measured in BAR, multiplythe metric K-tactorshown by 10.0.' Listings. a'rd Approvals limited to Light-Hazard Occupancies with hydraulically calculated wet systemd dnly.
tne sonnhter ofllrce rs DUsnedI The Microfasto l\,4odel F- 1 Adiustabl€ Escutcheon is considered a surface mounted escutcheon because it does not allowlhe fusible element
- ot ihe sprinkler to be recessed behind the face ot the wall or ceilinq.e Refer to the "Sprinkler Accessories sectron for technical data on ipproved escutcheons and other accessories. Escutcheons must be or-dered separately from spdnklers. Refer to Vrktng s current price sc6ddule.
Spacing Requlrements: Maximum spacing 15 ft. (4,6 m), niinimum spacing 6 ft. (1,8 m),
Sprinkler Base Part No. 10139
wiih a standard 1/8" (3,1 mm)
surface-mounted escutcheon.
Ceiling Opening Size:2-5l'16" (59 mm) Minimum,
2-1/2' (64 mm) Maximum,
2'(s1 mm)
Morlmo|n*
1-1/2' (3E
Mlnlmsm
mm) i_S'/1"
(44,5 mm)
1-1/8'(28,6
Mlhlmumi
mm)
I -rs---t-_ dEEb
Moxirhum
dG
Sprinkler Base
Part No. 10139
Sprinkler Base Part No. 10139
installed with a Microfastq)
Model F-1 Adiustable Escutcheon.
Sprinkler Ease Part No. 10139
installed with a Micromatic@
Mod8l E-1 Fiecessed Escutcheon.
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S prinkler 11 d
Replaces page 1 1 a-d, daled May 2, 2003 (new SIN for Sprinkter 10233). Refer to techni.
cal data page SR1-2 for general care, installation, and maintenance information.
Form No. F 100397
November 21, 2003
\IKINIG'MICROMATIC'AND
MicromaticHP' StAtTtORRD
RESPONSE SPRINKLERS
APProval Chart
-
remPerature
Micromatic@ and MicromatcHpo standard Resoonse I i1- Finrsn
Maxlmum 175 PSI WWP
Stgjldard qtlee
size p,lljj;,. sprinkrer Descliption $?T:1:l 9:'::?lprJlT.ir" sprinkterDescriprion ;i_?';tt# iJfiiiij , ustinesand{cclovat*
Npr BSp pstc srvr" l"*l;.f stN u.s. metrics Inch mm cUlusa FM i H"C vosl Lpce
v" rs,t---_' lia
- 15 mm. 175 :Upright. :!0174 VKI-o._Qi 5.6
- 15mm_ 175 Uoright 10193 VK1OO 5.6 8.1 2-3116 56.- 91, E19,F13, Cg. i ng,Oz, Ca iel, ero,FJ33j _ I .
817
Maximum 250 PSI WWP
Standard
';" t s rnr Zso lUprigr
'2 15mnl
' 2-114
Apprgved Flnishes
Approved remperature Ratinss I Ei33i: 3ii3il:.Eii3V;:W[ll: E:iy?F:li'Si*i"r:i,"J:i:d?'"5',6ii:1";:?,*i.
A - 155.F (68 C)..75.F (79 C). 2OO t 3 - Whtle Poly_ester. Black Polyester. Black Teflon{, wax-coated Brass, and wax over Polvester
,93"c1 2j2't r1Oo.c\ 2F6,Frj4i ,it a - White Poly finish. Blac-k Polyester, Black Teflon ". Wax-Coated Brass. and Wax over Polye3ter
i"a #b:irr'd n -' : Brass. Chrome Erloy', White Polyester. and Etack polyester
s is6frioetcfri6.r(7e.c).200.F 9 913::91-j19::nloy?, white Pdry Finish. and Brack'Polyester
(93 C), 286 F {141 Ct, ancr gO"O jF 7 - White P^oly Frnish and Wax-C,oated_Bras_s (corosion resrdtant)
liaz t)--- 8 - Elrass' Chrome-Enloyr and Whrte Poly Frnish
c. rss'r r'oe-c1. tzs r (79 c).2oo F 9-- Brass and Chrome-Enloy.
rq.r'r]\ end 2A6aFt1a1 .c\ 10 Wax Coated Brass andWax over Polyesters
n _ ii., F'ini tl-izc Jp iiqi6, 2no.F 11 - Wax-Coated Brass and Wax over Poly Finish5- ,si.ii-;i)t);i ,,rirr:ci, --- l2 - Wax-Coated Brass (corrosron resrstant)r r:? r-r?ie"o rzl"rizd;cflnazoo"r 't
"?9fi1",:il;15':i;li,T3"i"l;6""|viluq3i''"s
(corrosron resistant): maxrmum ambient tem-
p-rii E',,or ", 1a-Brass.Ch.omeEn'oyr.WhitePolyFinish5.BrackPolVFrnishs,andBtackTeftonE5
c - i|6 r izoo "6i 15 - Wh'te P_oly Frnrsh. B'ack Poly Finrsh. and Wax-Coated Brass {corrosron resistant)
16 - Brass. Chrome-Enloy'" , White Poly Finish, and Btack Poty Finish
Footnotes
I Base pan numoer showr. For complete part number. refer to Viking s current price schedule.z Thts lab e shows the ||st'ngs a^d approva s ava:lable at the trrne of -printing. Other approvals mav be in process.
" Accepted lof use. Crty of New York Department of Buildrngs. |y54 llurber 89-92-E: Vol, Xll.
" Listed bV Underwriters Laborator|es Inc for use in the U.Sl and Canada.
: cULus Listed as corrosion-resistant.o l/ekic Kjactorshown is for use when pressure is measured in kPa. When pressure is measured in BAR, multiplythe metric K-factorshown by 10.0.7 Spnnklers of Ultra-Hrgh temperature ratrng are Intended for use rnsrde ovens. dryet's, o, s,m,lar enciosrr6s w,tn normal operatinq tempera-
Lu^r_el-ab9y9 9!0:f (149'C). Where the ambient temperature around the Ulrra-Hrgh temperature rated sprinkter rs significaritly redu-ced delow
.,300'F (149'C), the response time of the Ulka'High temperature rated sprinkle; may be severely retdrded.
" L'slr.gs and Apo'ovals. 'mrted to L,ght-Hazard Occupancies witn hydrau|cally calctlated wet sistems only." tne sorrnKter onlrce ts DUsneoloSprinilers 10168 and10172 are available on special order.
' Accepted for use, City of New York Department of Buildings. l\,'lEA Number g9-92-E, Vol. lll.
Spacing Requirements: Maximum
lment of Buildings. l\,'lEA Number 89-92-E, Vol. lll.
15 ft. (4,6 m), minimum spacing 6 ft. (1,8 m).
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october 1 . 2000
1. PRODUCT NAME
Viking Microm-atic I N4odel M/M-s and
MicromaticHP'E Model M Standard Re-
sponse Horizontal Sidewall Glass-Bulb
Style Sprinklers
2. MANUFACTURER
The Viking Corporation
210 N. lndustrial Park Fload
Hastings, Michigan 49058 U.S.A.Telephone: (269) 945-9501
(4771 344-5464
Fax:(269) 945 9599
e-mail: techsvcs@vikingcorp.com
3. PRODUCT DESCRIPTION
Vrkrng Mrcromatic u and MicromatrcHPi
Standard Response Horizontal Side-wall (HSW) Sprinklers are small
thermosensitive glass-bulb style spray
sprinklers available with finishes and
temperature ratings lo meet design re-
quirements. Used in conjunction with
one of the various corrosion-resistant
coatings, the units provide protection
against many corrosive environments.
ln addition, the special Polyester or Tef-
lon ! coatings can be used in decorative
aDolications.
During fire conditions, the heat-sensi-
tive liquid in the 5 mm glass bulb ex-
pands. causing the bulb to shatter. re-
leasing the pip-cap and sealiqg spring
assembly. water flowing through the
sorinkler orifice strikes the sorinkler de-
flector, forming a uniform spray pattern
to extinguish or control the fire.
Viking Slandard Response Glass-Bulb
Style Sprinklers may be ordered and/or
used as open sprinklers (glass bulb and
pip-cap assembly removed) on deluge
systerns.
4. TECHNICALDATA
LISTINGS AND APPROVALS
Refer to the approval chart on page
14 t.
Glass-bulb lloid temoerature rated to
-65' F i-55" C).
Rated Water Working Pressure:
Sprinkler Base Part Nos. 09849
and 09997 are rated for use with
water working pressures ranging
from the minimum 7 psi (48,3
kPa) up to 250 psi (1 724 kPa) for
high-pressure systems. High-
pressure (HP) sprinkler can be
identified by locating the number
"250" on the deflector.
All Other Part Nos: Maximum 175
psi (1 207 kPa) wwp.
Factory tested hydrostatically to 500 psi
f3 448 kPa).
Minimum operating pressure: 7 psi
(48,3 kPa)
Springr U,S,A, Patent No. 4,167,974
Note: Units of measure in parentheses
may be approximations,
Form No. F 123096
Tefl on@ Coated Sprinklers
Spring: Nickel Alloy, exposed
Screw: Brass UNS-C36000
Nickel olated.
Pip Cap Oeflono coated): For Part
Number '10224: Copper UNS-
C31600. For all other Part Num-
bers: Coooer UNS-CI 1000 and
Stainless Steel UNS-530400,
AVAILABLE FINISHES
Brass, Brighi Brass, Chrome-Enloyc,
White Polyester, Navajo White Polyes-
ter, Black Polyester, and Black Teflon
in all temperature ratings: Wax-Coat€d
Brass or Wax Over Polyester for sprin-
klers with temperature ratings through
286 'F (141 'C).
ACCESSORTES
Sprinkler Cabinets:
A. Six-head capacity: PartNo. 017244
B. Twelve-head capacity: Part No.
o17254
Available since 1971 .
Sorinkler Wrenches:
A. Sbndard W€nch: Part No. 10896/V/B
(available since 2000) or Part No.
05000CW8 (no longer available).
B. Wrench for coated and recessed
sprinklers: Part No. 07398W*
Available since 1990.r A 1/2' ratchei is required (not available from
Viking).
Refer to the "Sprinkler Accessories" sec-
tion of the Vlkng Engineering and Design
Data book.
Bulb: U.S.A. Patent No. 4,796,71O
SPRINKLER MATERIALS
Frame: Brass Castlngs UNS-C84400
Deflector: For Sprinkler Base Part No.
09997: Brass UNS-C26000. For allother Pan Nos.: Coooer
uNs-c19500,
Bushing (for High-Pressure Sprinklers) :
Brass UNS-C36000
Bulb: Glass, nominal 5 mm diameter
Seal: Teflon@ Tape
Spring: Nickel Alloy
Screw: Brass UNS-C36000
Pip Cap: Copper UNS-C31600 for SprirF
kler Base Part No. 10224. Fo. all other
Paft Nos,: CoDoer UNS-C11000 and
Stainless Steel UNS-S30400.
Polyester Coated Sprinklers
Spring: Nickel Alloy, exposed
Screwr Brass UNS-C36000
Nickel plated.
Pip Cap: For Part Number 10224: Copper UNS-C31600. For all others:
Copper UNS-C1 1000 and Starnress
Steel UNS-530400.
New format replaces page 1 4 a-d, dated October 14, 1 999, page 14 e-9, dated June
4, 1999, and page 31 a-d, dated May 27, 1999. Refer to technlcal data page SRl-2
for general care, installation, and maintenance information.
Sprinkler 14 e
\ll(llG MICROMATIC'" AND
MicromaticHP@ STAN DARD
RESPONSE HORIZONTAL
ALL SPRINKLERS
,"',flTllil.",jilTli
.gr,-gi!:'sry _,, -1.9p "f_p8:c)
Intermediate 175 "F f79'C)
Max. Ambient : Max. Recommended
Temp. Allowedl ; Ambient Temp.2
tllq "F (46'(
Intermediate 200'F (93'C) I 180'F
High 286 "F (141 "C) . 266 "F (130
Extra Hioh 360 'F {182 'C) i340"F1171
22s'F (107'c) BL9C
'F (149.,"C) _ Mauve
135'F (57 "C) Ofi-White Wax 200 "F (93 "C) Brown Wax
155 "F (68 "C) Light Brown Wax 286 'F (141 'C) Dark Brown Wax
175'F (79 "C)
Sprinkler Finishes: Brass. Bnght Brass. Chrome-EnloyE (patent-s pending), White Polyes-
ter, Navaro Whrte Polvester, Black Polvester. and Black ietlon D '
Corroslon-Rosistant Qoatings4: Whrte Polyester. Navajo White Polyesier. Black PolVes-
ter. and Black Tellon " In all temoerature ratrnos. Wax-Coated Brass and Wax over polv.
ester {or sprinklers w th the tollowing temperaiure rat'ngs:
Footnotes
1 Based on National Fire Prevention and Control Administration Contract No. 7,34860.2 Based on NFPA-13. Other limiis may apply depending on fre loading, sprinkler location, and
- other requirements ofthe Authority HaMng Jurisdiction. Referto specifc installation standalds.I Th€ temperature rating is stamped on the dellector.
4 The corrosion.resistant coatings have passed the standard corrosion test required by the
approving agencies indicated in the Approval Chart on page 14 f. These tests cannot and
do not represent all possible corrosive environments. Prior to installation, verity throuqh
the end-user that the coatings are compatible with or suitable lor the propose<J enviro-n-
ment. The coatings indrcated are applied to the exposed e)iterior surlaces only and, thers
fore, cqnnot be r.r5ed as open sprrnkiers. Note thatihe spring is exposed on spiinklers with
Tellon s or Polyester coating.
Table I
340 "F 1171
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Sprinkler 14 f October 1, 2000
Form No. F 123096New fo-rmat replaces page 1 4 a-d, dated october 14, 1 9gg, page 1 4 e-g, dated June
4, 1 999, and page 31 a-d, dated May AZ, 1999, Refer to technical dati page SR,l -2
for general care, installation, and maintenance information.
\IKING'MICROMATIC'AND
MicromaticH P" STAN DARD
RESPONSE HORIZONTAL
SIDEWALL SPRINKLERS
Approval Chart
Micromadio and MlcromaticHPo
Standard Response HSW Sprinklers
m 175 psl wwp
Standard Orifice
Nominal OverallK-(^.r^. | 6nnrh LtsBngs and Approvats.
A1 X, 41Z, B4X,A1X, B 1Y, 81Z,
B4X, B4Z, B4Ysg I Bt V, B4Y, B4Z,.. 15 mm 175 10171 VK1O4 - 7I....r - ,
l1/2''.1s mm 1zs i OS8+S : VK116 S.O ] z,S 2.5 , 64 :-
1/2" 15 mm
Maximum 250 psi wwp
Slandard Orifice, for lnstallalion 4"tq 12" (i02 mm to 305 md Below Ceilings.
49 ' vK1 16 5.6 7.g 2 5 64 UL - C:UL"' :
D1W, BlV D 1!V. B1V
1/2"115 mm
Approved Temperature :Ratings Approved Finishes
. j35 "F ts7.cj t f,t-, "F r6a 1 - Brass. Bright B.ass. bhrome-EnloyD. White polyestef, Na-,':' 'Y- \,a,^ \^/hii^ o^r,,^-+^5 or^^r- Er^r.,*.^5 ^^! 6,^^i- '^a--le)s
Approv€d Escutcheons
V - Installed with standard surtaco-mounted es-
cutcheons or the Viking Micromaticr
Model E-1 Recessed Escutcheon
W - Installed with standard surface-mounreo
escutcheons or the Viking Microfasto
Model F-1 Adjustable EscLrtcheons
X - Installed with standard surface-mounteo es-
cutcheons only,
Y - Recessed with the Viking Micromatic@ Model
E-1 Recessed Escutcheon.
Z - Installed with the Viking Microfast@
[,4odel F-1 Adiustable Escutcheon.
A _ 135 "F t57 ^(]\ 155 "F /AA ' - ero$, D g r or.rss, vrn9 te-E toy-, vvnue rotyesler, t\a-' Jdir io';i ,#'"ci"rnn:i vajo White PotyesteF, Btack potyeiteF. and Btack Tefton@s
,ii' "c-, ,ii "r-'i.,7i"i e . Brass, Bright Brass, and Chrome-Entoyri"c),175 "F (79 "C), 200 "F ^ 1aju
(93 "C), aB6 "f ir+r;Cf 2-Brass.Bnght
"..-r rnh .i , i"o "n, -' 3. Wax-Coatedl1'" ;:| .3:?";'""f +''q 5 irlliiiJ"i""!' ;;;;: (:#;#' [;;i#tand 360'F (182 "C)s ii! ;F
1 si cy.-i s s " r : ylqfl ?qanqwsTo€jP:lvester (con€sionresishnt)
and 200 "F (93 "C)6 - 200 "F (93 "C) Wax Coating (corrosion resistant); maximum
c _ 286 "F (141"C) ambrent temperature at ceiling : 150 "F (65 .c)
D 13s "i (57 'ic), r ss 'F 7 - Brass,^Bnght ?111 ".n'?13;E1.v!,
white PolyesteF, N-a
Footnotes
" P3!". q",n number,is shown F or com plete part number. refer to Vrk ing,s current price schedule.' .l,nrs table shows the lrstings and approvals availabre at the time of printing. Cheak with the manufacturer for anv additionat aoorovals.
; :_.. 111y-t: _t'.",99 ror Lrgnt Hazard occupancies only. Locate with deflectors 4" to 12" (102 mm to 304 mm) befow ceilings.
r !-.fr ApPlqvgo ror Lrghl'Hazard occupancies only, Locate with deflectors 4" to 6 " (1 02 mm to 152 mm) below ceilings. -
: UL and ULC, and C-UL Ltsted as corroston-reststant.
:Y:trrc f-lqglol:hown is for use when pressure is measured in kPa. When pressure rs measured In BAFI, muttiptythe metnc K-t actor shown bv 10.0.uL anq u uL Lrsteo lor Lront-Hazard, Ordinary Hazard Group I, and Ordinary Hazard Group ll occupancies. Locate wrth deflectors 4ito 12'
" {.02 mm to 30b mm) be-low ceilrngs,
o The Vtk tng M rcrofast.!' Model F 1 Adjustable Escutcheon is considered a surface-mountsd escutcheon because rt d oes not allow the fusjble el-
^
ement oJ the spflnkrer to be recessed behind the face of the wall or ceiling.
;#! 9nd C:VL Ltstjngs limited to Light-Hazard Occupancies with hydrautic;ty catculated wet systems.'rne spflnkter onltce ts bushed.
]]4pprou"O by the New York Crty Board ot Standards and Appeals under Catendar Number 219-76-54."spnnkler I D. Nos and nominal U.S. K-factors provided in accordance with the 1999 edition oi NFpA 13, Section g-2.2 and Section g-2.g,
NOTE: Locate with deflectors 4' to 6" (102 mm io 152 mm) f rom walls. Exceplion; Horizontat siae*att dpiiniiers may Ue insiarieo wifrrine Oe.flectors less than 4" (102 mm) from the wall in which they are installed. Alrg; horizontat srdewatl spnnkters wrth top oi deflectors par;lleito theceiling or roof.
1X, 41Z,
1Y, B4Y,
2.4 61,9 -- uL
2-7 /16"
(61,9r. m )
', 1-1 /4"
,(3r,8mm)
Ceilinq Hole Size
2-5/16" (58,7 mm) minimum
z-t/z \oJ,J mm) mor'mum ( s7.2mm)
Vikrng HSW Spnnkler Base Part No. 09849
Installed with a Standard 1/8" (3. I mm) Escutcheon
Vikhg HSW Sprinkler Base Part No. 09849
Installed with the Vikinq Recessed Escutcheon
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June 13, 2003
i Max. Ambientj Ceiling Temp.t
Sprinkler 101 e
Yellow
Green
t
1. PRODUCTNAME
Viking Model M Standard Response
Model l\4 Dry Upright Sprinklers
. Sorinkler Base Part No. 08050
(Sprinkler ldentification No. VK160t)
. Sprinkler Base Part No. 08079
(Sprinkler ldentification No. VK1 60t)
tThe Sprinkler ldentification Number (SlN) is
slamoed on the sorinkler detlector
Available since 1992
2. MANUFACruRER
The Viking Corporation
210 N. Industrial Park Road
Hastings, Michigan 49058 USA
Telephone:
Fax:
(269) 945-9501
(877) 384-5464
(269) 945-95e9
e-mail ; techsvcs@vikingcorp.com
3. PRODUCT DESCRIPTION
The Viking Standard Response Dry Up-
righl Sprinkler is an assembly consist-
ing of a thermosensitive glass-bulb
spray sprinkler permanently secured to
a special supply nipple. The special
supply nipple is designed to prevent
water trom entering the nipple before
the sorinkler operates. This feature
makes the Viking Standard Response
Dry Upright Sprinkler suitable tor use in
unheated spaces above ceilings of
heated rooms equipped with wet sprin-
kler systems. Viking Standard Re-
sponse Dry Upright Sprinklers may be
installed on wet systems, dry systems,
or preaction svstems. A chrome es-
cutcheon rs provided with each sprin-
kler to cover the ceiling penetration (see
Figure 1on page 101 0.
The Viking Standard Flesponse Dry Up-
right Sprinkler features a sealed brass
inlet and a durable threaded steel barrel
with an Electrodeposited Epoxy Base
coating. The upright sprinkler frame
and deflector are of the familiar Model M
design, and the sprinkler is equipped
with a 5 mm glass bulb. The sprinkler is
available in several temperature ratings
to meel design requirements. The seal
at the threaded end of the assembly is
held in place by force transmitted from
the compression screw, through the
glass bulb and jnternal parts, onto a
special sealing spring,
During fire conditions, the heal-sensi-
tive liquid in the glass bulb expands,
causjng the glass to shatter, releasing
the internal parts to open the waterway.
Water flowing through the sprinkler ori.
fice strikes the sprinkler deflector, form-
ing a uniform spray pattern to extin-
guish or control the fire. Viking Standard
Response Dry Upright Sprinklers may
be ordered in 1/2" (12,7 mm\ increments,
in lengths ("8" dimension) ftom 4-'l12"
to 49-112" ( l 1 4,3 mm to 1 257 mm)*
(See the "Ordering Information" section
on the nexl page.)
* Lengths between 49-112 and61-112' 11257 mm
and 1 562 mm) are available, with no approvals,
on a 'made-lo.ordea basis. Contact the manu-
facturer for more information.
4. TECHNICALDATA
LISTINGS AND APPROVALS
Referto the Approval Chart on page 101 f.
Approved to maximum length of 49-112"
(1 257 mm)*.
Glass-bulb fluid temperature rated to
-65 'F C55 'C).
Rated to 1 75 psi (1 207 kPa) water work-
ing pressure.
Thread Size: 1" NPT or 25 mm BSP
Nominal K-Factor: 5.6 U.S. (8,1 mef
ric**) for all listed and approved
lengths.*ri/etric K.factor shown is for us6 when orgs-
sure is measured In kPa When pressure in
8AR, multiply K factor shown by 10.0
Minimum Operating Pressure: 7 psi
(48,3 kPa).
Factory tested pneumatically at 100 psi
(685 kPa).
Spring: U.S.A. Patent No. 4,167,974
Bulb: U.S.A. Patent No, 4,796.710
SPRINKLER MATERIALS
Frame: Brass Casiings UNS-C84400
Deflector: Brass UNS-C26000
Bulb: Glass. nominal 5 mm diameter
Belleville Spring Sealing Assem-
bly: Nickel Alloy, coated on both
sides with Teflon Tape
Spring Base: Brass UNS-C312100 or
UNS.C3l600
Screw: Brass UNS-C36000
PiD CaD: Brass UNS-C31400 or
UNS-C31600
Seat: Copper UNS-C21000
Orifice: Coooer UNS-C21 000
Washer: Stainl6ss Steel UNS-S30400
Gasket: Buna.N
Tube: ERW Hydrauljc Steel Tube
Inlet: Brass UNS-C3l600
SprinklerTemperature Nominal SprinklerTemp.
: Classification I .R?!jl-9'1f99!lg.P_o!n!)''.
Ordinarv 155'F (68'C)
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Support (lnternal): Stainless Steel
UNS.S3O4OO
Spring (|nternal): Stainless Steel
UNS-S3O20O
Barrel: Steel Tube UNS-G10260, Elec-
trodeposited Epoxy Base finish
(Black)
Escutcheon: Brass UNS-C26000 or
UNS-C26800 (with decorative chrome
finish)
NOTE: This escutcheon is orovided
with each sprinkler to cover the ceiling
penetration (see Figure I on page l0l 0.
AVAII.ABLE FINISHES
Plain Barrel with Brass Sprinkler
SPRI NKLER TEMPERATURE RATI NGS
Refer to Tabte 1 below.
ACC ESSORIES
Standard Dry Sprinkler Wrench: Part
Number 07297W8
Sprinkler Guard: Chrome, with no list-
ings or approvals, tor installation on
Standard Besponse Dry Upright
Sprinklers manufactured after May
1994 only (Part No. 08954).
Note: Units of measure in parentheses may be approximations.
Form No. F 033192
' Based on NFPA,13. Other limits may apply. depending on lire loading, sprinkter location,
and oth€r requirements of the Authbniy l-iavinb Jurisdrction, Refer to-specific installation
standards.2lemperature rating is stamped on th6 detlector.
Table I
Fleplaces page 101 e-f, dated October 1 , 2000 (updated the
sprinkler materials list). Refer to technlcal data page DRY1-2
for general care, installation, and maintenance Informatlon.
\IKINIG"STANDARD RESPONSE
DRY UPRIGHT
SPRINKLERS
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Sprinkler '101 f Juna 13,2003
Form No. F 033192
ORDERING INFORMATION
For proper shipment, specify: model,
finish, temperature rating, and length
(B dimension) desired. For Viking Stan-
dard Response Dry Upright Sprinklers,
the B dimension is the distance from the
face of the fitting (tee), into which the
sprinkler is to be installed, to the top of
the deflector (see Figure 1on this
page). Viking Standard Response Dry
Upright S prinklers may be ordered in %"
(12,7 mm) increments, with lengths ("8"
dimensaon) trom 4-112'to 49-112' ( 1a,3
mm to 1 257 mm)*.*Lengths49-1/2'and61-1/2 (1 257 mnt and 1 562
mm) are available, with no approvals, on a''made-to-order" basis. Contact the manufac-
turer for more information.
A chrome escutcheon is orovided with
each sprinkler to cover the ceiling pene-
tration (see Figure 1).
Replaces page 101 eJ, dated Octobe|I , 2000 (updated the sprinkler materiats list). Refer to
technicaldata page DRYl -2 forgeneralcare, installation, and maintenance information.
\IKINIG*STANDARD RESPONSE
DRY UPRIGHT
SPRINKLERS
f!T94!!1" ---,- sprinkl€r :sprinkleftdenlification,NominalK-Facto
Npf esp -V'" Bu." Part No.3 Number (SlN) U^S. metric
Yes i Yes
Footnotes
I M inimum length ("B" dinension) = 4 112" 1114,3 mm). Maximum standard (hst€d and approved) length ("8" dimensron) = 49-1/2" (1 257 mm).' This chart shows the lrstrngs ano approvals avarlable at rhe trme of printing. Other approvals may be in process. Check with the manufacturer
_ lor any aqofionar approvars
' Base parl number shown. For complete part number, refer to Viking's current price list.
a K-Factor applies to all listed lengths ("8" dimensions). Metric K-Facto[shown is for use when pressure is m€asured in kPa. When pressure is
measured in BAR, multiplv the metric K-Factor shown bv 10.0.5 Accepted for use, City oi New York Department ot Buitdings, l\,lEA Number 89-92,E, Vol. 15.
12,7 I Y€s
For 'B" Dimenslon:
t. Delermine the distance from the face of the tee to the top of the sprinkler deflector.
2. Round to nearesl l/2" (12,7 mm) increment between 4-1l2" and 4+1/2" (114,3 mm ard
1 257 mm).
Outside diameter:
1 5/16" (33,4 mm). Outside diame-
ter is ihe same outside diameter as
1" (25 mm) Schedule 40 pipe.
---t-,
Figure 1
Standard Response Dry Upright Sprinkler
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DOUBLE CHECK ASSEMBLY@
BACKFLOW PREVENTION
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Characteristics
Physical Properties
Size of Mainline
Max. Working Pressure
Hydrostatic Test Press.
Temperature Range
End Connections
Materials
Main Valve Body
Coating
Shut Off Valves
Trim
Elastomer Discs
Spring
Clamp
Application
Non-Health Hazard
Options
E uurHa os&y RW
D Wye - Strainer
21,2",3, 4",6", 8", 10'
17s PSI (1200 KPa)
3s0 PSI (2400 KPa)
32o F to 1400 F (0o C to 6o0 c)
Flanged ANSI 816.1 Class 125
Ductile iron Grade 65-45-.12
Fusion epoxy coated internal
and external, AWWA C550-90
NRS resllient wedge gate valves
AWWA C5O9
Bronze
EPDM
Stainless steel
AWWA 606
Gate Valves
U.S. Patent No. 4,989,635
Agency Compliance
. Approved by the Foundation for Cross Connection Control
and Hydraulic Fesearch at the University of Soulhern
California. - 2112" - 8' (Horizontat & Verticat Up)
. ASSE ( Std, 10 15) - 21t2" - 8" (Horizonrat & Verticat Up),
'10" (Horizontal)
. ANSf/AWWA (C510-89) - 2't.i' - B" (Horizontat & Verricat Up),
10" (Horizontal)
. CAN/CSA (864.5) - 2112" - 8" (Horizontat & Verticat Up)
. cUL - 2,lr' - 8" (Horizontat & Vertical Up)
. FM Approved- - 2112,' - 8" (Horizonral & Verticat Up)
. UL Listed. - 21b" - B'(Horizontat & Verticat Up)
' Less gates not FM approved. Less gales nol UL lisled unless installed with UL
listed gate valves.
2Vz" and 3"t
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Model 850 Flow Curves 6" Minimum
Refer to Local Codes
t5-C'
- 10
J
o'r
0 t
3
tr'15
4"and
4OO GPM
6"
-
L- 10
q
I
0
1600
8"
2OOO GPM
and 10"
tc
o.J
roq)
.L
MODEL 850
VERTICAL INSTALLATION
3000
Atl
1000 2000 SOOO GPM
mAsEER,
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Model850
B
A
Dimensions and Weights
(U.S. - Inches)
SIZEABC-T}GHNRSOS&Y
12112" 40314 ZSi,
I 3" 4'tlls 255t8 127te 10 41lz 73la 211 219I c' 46..14 28 143ta 101/a 51tz 8'/€ zla 3126' 50 3431+ 1871e 12310 61/z 9?le 450 494
1 1]ie 711 773't23t\ 980 1080
NET NET
(lbs.) (lbs.)
NET
(ks)
Y
92
97
224
J3 l
490
- 8" 65 4131t 23112 15s/e 7
I 10" 7251e 4631e 27112 15% II
(Metric - MM)
B
1035.05
1063.63
117 4.7 5
1422.40
1651.00
1844.68
NET
(ks)
90
96
131
204
445
65
80
100
150
200
250
I
647.70
650,88
711.20
882.65
1060.45
1177.93
320.68
327.03
365.13
479.43
596.90
698.50
254.00
254.00
257 .20
323.90
396.88
396.88
1 '14.30
114.30
139.70
165.10
177.80
228.60
180.98
187.33
206.38
250.83
282.58
314.33
With NRS Gate Valves
ote: Dimensions are nominal.
BacKlow Prevention
Allowances must be made for normal manufacturino tolerances.
Materials of Construction
j,9. -Bol
8070 . Fresno. CA 93747-8070
159 252-0791 . Fax: 559 453-9030 , www.cmb-ind.com, www.FEBCOonlina.com
ISTUO o2/O1 Copyrighl2OOl CMB Industries, Inc.
CMB Industries, Inc.
A tinited Dominion Company
ISO 9001 Ccrtified
850 Top View
ITEI,4 DESCRIPTION MATERIALS
1 Body A536 GR 65,45,121.1 Pipe Plug calv Steel
1.2 Bushing (2'i, -4 oniy) Brass
2 Cover A536 GF 65,45-12
2.1 O.Ring EPDM ASTI\4 D2000
2.2 Cap Screw Plated Steel
2.3 Hex Nut Plated Steel
3 Seat Ring 8584 Alloy C836OO
3.'1 Gasket EPDM ASTM D20004 Arm 8584 A ay C83600
4.1 Bushing-Swing Pin Acetat Besin
4.2 Swing Pin 304 SS5 Retaining Clip 302 SS
5.1 Retaining Clip 302 SS6 Check Disk Assy EPDM Coated GR,
45 Duclile lron with
type 304 SS stem
7 Load Pin 304 SS
I Lwr Spring Relnr 8584 Alloy C83600
I Spfing Stenr 304 SS
9.1 Elaslic Stop Jam Nut 1B-B SS
10 Spring 4313 Type 631 SS'11 Spring Guide 8130 Alloy C22000
12 Upr Spring Relnr 8584 Alloy C83600
12 1 Bushing-Spr. Stem Acetal Resin
13 Pivot Bearing 8585 Alloy C83600
14 Flange Gasket Rubbe/Fabric
15 Bearirg Socket Acelal Resin
16 Hex Jam Nut 18,8 SS'7 Washer 302 SS
18 Flange Nut Plaled Steel
18.1 Flange Nut Plated Steel
19 Cover A36 Stl Epoxy Coated
24 Bolt Piated Steel
24.1 Washer Plated Steel
25 Bolt Plated Steel26 Gasket EPDti ASTM D2000
35 O-Ring EPDM ASTM D200035.1 Back-Up Ring Acetal Resin
36 Cov€r 8584 Alloy C8360040 Ball Valve 8584 Alloy C84400
41 Nipple Brass
41.1 Nipple Brass
41.2 Nipple Brass
42 Gate Valve AWWA C509
60 ld Plate 836 Alloy C26000
62 Drive Screw SS
70 Clamp AWWA 606
(10" Only, Not Shown Above)
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REDUCED PRESSURE ASSEMBLY@
BACKFLOW PREVENTION
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Physical Properties
Size of Mainline
Max. Working Pressure
Hydrostatic Test Press.
Temperature Flange
End Connections
Materials
Main Valve Body
Coating
Shut O{f Valves
Trim
Elastomer Discs
Spring
Installation Views
I
'| 8"
mtn
21lz' , 3, 4' ,6", 8", & 10"
175 PSI (1200 KPa)
350 PSI (2400 KPa)
32o F to 140o F
(0o C to 600 C)
Flanged ANSI 816.1
Class 125
Ductile iron Grade 65-45-12
Fusion epoxy coated
Internal and external
AWWA C550-90
NRS and OS&Y
resilient wedge gate valves
AWWA C5O9
Bronze
EPDM
Stainless steel
U.S. Parent No. 4.989,635 . U S. Patent No. S,107,g8B
U.S. Patent No. 5.385,166. U.S. Palent No. 5,226.441
u.s. Patent No. 5.392,803. U.S. Patenl No. 5,503.176
MODEL 88OV REDUCED PBESSURE ASSEMBLY
(Shown in vertical orientation)
MODEL 880/880V REDUCED PRESSURE ASSEMBLY
(Shown in standard orientation)
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Grooved End
Coupling
-T mln
I
Optional Valve
Settar
(18" with Air Gap Drain,
refer to local code)
4" mln
FLOW
Standard orientation (Model 8g0.iS80V)
' Note-Model 880 does not include grooved end coupling.
Recommended minimum clearances from permanent struclures for
ease of testing and maintenance are shown on above drawinqs.
Vertical orientation (Model 880V)
-- Adaptor supplied with 880V only.
mAsEER"
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Detail
10" Disc Assembly
Materials of Construction
1
2
2.2
2.3
2.4
3
\). I
4
4.1
4.2
5
5.1
6
Body
Cover '1q Check
O-Ring
Capscrew
Hex Nut
Expansion Pin
Cover 2! Check
Seat Ring
Gasket
Arm
Bushing Swing Pln
Swing Pin
Retaining clip
Hairpin Cotter
Check Disk
S€at Disk
Disk Holder (10")
Disk Retainer (10")
Capscrew (10")
Load Pin
Spring Stem
A536 GR 65-45-12
4536 GR 65-45-12
EPDM ASTM D2OOO
Plated Steel
Plated Steel
SS
A536 GR 65-45-12
B5e4 Alloy C83600
EPDI\4 ASTM D2OOO
8584 Alloy C83600
Acetal Resin
DJ
SS
SS
EPDM Coated GF, 45
Duciile lon W/ SS Sla'n
12 Upr Spring Retnr
12.1 Bushing-Spr. Stem'13 Pi\,ot Bearing14 Flange Gasket15 Bearing Socket16 Hex Jam Nut17 Washer18 Flange Bolt
Alloy
Acetal Resin
Allcy
Rubber/Fabric
Acelal Resin
JS
SS
Plated Steel
Plaled Steel
Allcy
5D
HDPE
Alloy
ss
A536 GR 65-45-12
Plated steel
Plated Steel
Plated Steel
Nitrile ASTM D2000
M40 304 SS
Acetal Resin
JD
Acetal Flesin
AIloy
Seat Disc - RV
Lower Guide
Seat Disc
O-Bing
O-Ring
Back-Up Ring
Adaptor Plate
Sm. Diaphragm
Retainer
Slip Ring
Flow Washer
Ball Valve
Nipple
Gate Valve
Bulkhead Fitting
Bulkhead Fitting
Gasket
Gasket
Nut
Sensing Line
Slreet Elbow
ldentification Plate
Drive Screw
Clamp (880V)
EPDI\4 ASTM D2OOO
Acetal Resin
Alloy
FDA EPDIV
Acetal Resin
EPDM ASTM D2OOO
Alloy
Nitrile ASTIV D2000
Alloy
Acetal Resin
Acetal Resin
Alloy
Brass
AWWA C5O9
Alloy
Alloy
EPDM ASTM D2OOO
EPDM ASTI\,'I D2OOO
Alloy
SAE Hydraulic Hose
AIloy
Alloy
DD
AWWA C6O6
32
33
34
34.1
35
35.1
36
37
38.1
39
40
43
45.1
A''
cu
60
62
70
-J
SS
o, l
6.2
6.3
7
9
9.1
10
10.1
'tl
Elastic Stop Jam Nut SS
Spring 1i Check SS
Spring 2t Check SS
Spring Guide SS
18.1 Flange Nut20 R.V Cover
20.1 Bleed Screw
20.2 Gasket21 R.V Body
22 Cover Bolt23 Elbow
24 RV L4tg Bott
24.1 Washer - RV
25 FIV l/4tg Bott27 Lrg. Diaphragm28 Button
28,1 Flow Screw2S RV Spring
30 Stem - R'/31 Main Guide - RV
Relief Valve
31.1 O-Flrna - RV FDA EPDM
h
Model880/880V
Standard Orientation
Note: The Model 880V is shiooed ln the standard
(N-Shape) orientation as shown above. Model 880
does not include grooved end coupling.
Model880V
Vertical Orientation NRS Side View
-
E
-+
t_
Relief Valve Detail
Relief shipped on right side
(shown)
Approximate
Net Net.
NRS OS&Y
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Dimensions
U.S. - lnches
E1
E OS&Y
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Size A B C D NHS OPEN F G H J K L M (Lbs.) (Lbs.)
2112" 12112 253h 2411a 4151,a 1251e '163/8 165/a 61lo 51lz 3'lz 135/8 71la 2711q 21o zzo
3' 12'lz 25314 2431a 571,e 12'la 22111 16s/e 6'/a 51lz 33/o 1411s 71lo 2811" 280 2gO
6' 16 3211q 3211a 8s/'s 181e 30Ye 21alz I 71lz 51lz 18s/e 91lz 3711" 480 S3O
8' 18'lz 37'le 363/8 9s/ro 2311p 373h 2471a 9'/o 834 63/a 2o3lo '10,/a 4111p 810 880
10" 21 42112 4031a 111[z 27112 48 27'lz 10 93/, I 24 11112 48 1350 1480
Metric - MM ApproxlmaleNet Net.
NRS OS&Y
E1
E OS&Y
I
SizeABCDNRSOPENFGHJKLM(kgs.)(kSs.)
65 317.s 654.1 616.0 125.4 320.7 415.9 422.3 158.8 139.7 88.9 346.1 184.2 692.2 95.3 99.8
80 317.5 654.1 628.7 138,1 327.0 565.2 422.3 158.8 139.7 95.3 358.8 184.2 717.6 127.0 131.5
100 355;6 708.0 679.5 166.7 365.1 590.6 450.9 177.8 152.4 114.3 393.7 184.2 787.4 145.1 158.8
150 406.4 819.2 819.2 217.5 479,4 765.2 547.9 203.2 190.5 1s9.7 473.1 241.3 946.2 217.7 240.4
200 469.9 952.5 923.9 242.9 596.9 958.9 631.8 235.0 222.3 171.5 527.1 260.4.1054.1 967.4 399.2
250 533.4 1079.5 1035.1 292j 698.5 1219.2 698.5 254.0 247.7 203.2 609.6 292.1 1219.2 612.3 671.3
Weights do nol include risers or optional valve setter.
Note: Dimensions shown are nominal. Allowances must be made for normal manufacturing tolerances.
Reter to Specilication Sheet SS VS for details on valve setter.
field reversible to left side.
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Application
Health Hazard
Flow Orientation
Standard orientation is inlet flow vertical up, outlet flow
vertical down. Vertical orientation is inlet and ou et flow
vertical up.
Options
E Valve Setter with MJ x MJ, MJ x FL, or FL x FL endsD UUFM OS&Y RW Gate Vatvestr Relief Valve Air Gap Drain Funnel
O Wye Strainer
Agency Compliance (Sizes 21/2"-1 0,')
. ASSE (Std 1013)
. ANS|/AWWA (C511-89)
. cANicsA (864.4)
. UL-
. FM-
. cUL
. Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the Universitv of
Southern Calitornia.
' Less gale not FM approved,
Less gate not UL lisled unless installed with UL tisledqated valves.
Model 880/880V Flow Curves
2112"
150
GPI\4
300 400
GPI/4
-A
=+-B
100
A-Vertical orientation (model 8B0V)
B-Standard orientatlon (model 880 and 8g0V)
GPM
A
B
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1000 '1200 1400
3000
10"
100 1500
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:EBCO Bacldlow pr6vsntion
1p. Box 8070 . Fresno, CA 93747-BO7O
l9 252-0791 . Fax: 559 453-9030 . wwwcmb-ind.com , FEBCoonttne.com
iS88oV 2/01 Copynghl2OOt CMB lndustrios, Inc.
L
B4
0 500 1000 1s00 2000 2500 3ooo 35oo 4ooo 45oo 5oo0
GPIVI
The 6" and 1 0 ' f low curves (B-standard orientation)
include the FEBCO valve setter model 611.
CMB Industries, lnc.
A Uniled Dominion Company
ISO qnnl Ca*ifr-A
EE'
A
B-
A..
A-
-B.t
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,FEBCA
REDUCED PRESSURE ASSEMBLY@
BACKFLOW PREVENTION
I Characteristics
Physical Properties
Size
Max. Working Pressure
Hydrostatic Test Press.
Temperature Range
End Connections
Materials
Valve Body
Elastomers
SpringsI
I
I
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'lz" ,3lo', 1', 1114", 11li' . 2"
175 PSI (1200 KPa)
350 PSI (2400 KPa)
32'F to 140"F (0"C to 60"C)
Threaded ANSI 82.1
Bronze
Silicone
Stainless Steel
Agency Compliance
. ANSI/AWWA Conformance (Cb j 1 .92)
. ASSE Listed (Std. i013). CSA
. Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California.
Application
Health Hazard
Options
E Wye - Strainer
MODEL 860 C/,' . 2") REDUCED PRESSUBE ASSEMBLY
Model 860 (1/2" - 2") Flow Curves 1lz"I 6""
=25o20o --
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100 120 (cPM)
30 (GPrv) o 30 60 90 1zo
Installation Recommendations
150 180 (GFf\
1"6^-
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..J IJ
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60 (cFM)
1r lq"=30P".
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Outdoor Installatlon
2"
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1 2" l\,4inimum Clearance
to Fixed Structure
10
100 j20 (GFM)
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Model 860 (1i2" - 2")
Relief Valve Assembly Check Assembly
:i/e,:!)
:li i-a
-{.afra,
IIEM DESCRIPTION
1 Body
1.2 Tailpiece
1.4 O-Ring
2 Covel
2.2 O-Fing
3 Seat
3,1 O-Fing
4 Poppet
5 Seat Disc
5.1 Disc Fetarner
5.2 Rnd HD Screw
6 Spring
6.1 Spring
7 Guide
8 Retainer Spacer
I Ball Valve
9.1 Ball Valve
11 Test Cock
12 Seat Ring-RV
12.1 Gasket Ring-RV
13 Spring-Fv
14 Seat Disc-FlV
SS
15 Diaphragm-RV
16 Outer Diaphragm-Rv
17 Small Piston-Rv
17.1 Rnd HD Screw
17.2 Washer
17.3 Hex Nut
'18 Cylinder-RV
18.1 SlipRing-Cylinder
18.2 Slide (Plug)
19 Cover.RV
20 O-Ring
21 Hex HD Capscrew
22 Large Piston-Rv
23 Guide-RV
60 ldentificationPlate
61 Drive Screw Stick
MATERIALS
Bronze
Bronze
Silicone
Bronze
Silicone
Noryl
Silicone
Noryl
Silicone Rubber
Noryl
Phillips, 18-8 SS
SS
SS
Noryl
Noryl
Bronze
Bronze
Bronze
Noryl
Silicone Rubber
SS
Silicone Rubber/
Fubber/Fabric
Rubber/Fabric
Noryl
Phillips, 18-8 SS
18-8 SS
to-d ti
B rass
Acetal
Nylon
Bronze
Silicone
1B-8 SS
Noryl
Noryl
Brass
-D
I
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.-1 ,r, -19l (181.1 O C GxC,
Dimensions and Weights
I
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in / (mm)
SIZEABCjU' 10 (254.00) f i: (38.j0) 1!1, (38.10)
3lq" 103/" (273.05) f i, (38.10) 1'1, (38.10)
1' 12'jl, (317.50) 1?1s (4763) 15/s (41.28)
1'/c" 15ri8 (403.23) 3 (76.20) 2,/, (63.50)
1112" 1613 (415.93) 3 (76.20) 2,/, (63.50)
2" 171t6 1449.94) 3'L (88.90) Z'i, (6g.50l
NET WT.
D E tbs/(kg)
3';6 (79.38) 3'z (88.90) 5.6 (2.54)
3 e (79.38) 3': {88.90) 5.8 (2.63)
33/a (85.73) 35/8 (92.0S) 9.2 (4.1S)
4'L (107.95) 55i8 (142.88) 20.2 (9.16)
/' . t1a7.95) 55e (142.88) 20.6 (9.35)
4'14 (1O7.95) 55is (142,88) 24.8 (11|.26)
Note: Dimensions are nominal. Allowances must be made for normal manutacturinq tolerances.
:EBCO BacKlow preventlon
'.O. Box 8070. Fresno. CA gg7 47 -AO7O
19 252.0791 . Fax: SS9 453-9030 . www,cmb-ind.com , FEB17onttne.com
I60SM 10/99 Copyright 2OOO CMB tndusrri66, lnc_
CMB Industries, Inc,
A United Dominion Comoanv
ISO 9001 Certified
107I
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June 12, 1989
1. PRODUCT NAME
VIKING DRY PIPE VALVE
Model E
3" (80mm), 4" (1 00mm), 6" (150mm)
Flange x Flange Outlets
and Flange x Groove Outlets
2. MANUFACTURE
THE VIKING CORPORATION
210 N. Industrial Park Road
Hastings, Michigan 49058 U.S.A.
Fax Number: (616) 945-9599
Easyiink Mailbox: 628841 45
Telephone: (61 6) 945-950i
Telex Number: 22,6400
U.L. of Canada Listed Guide No. 2280
F.M. Approved - Consult FM Approval
Guide for acceptable applications.
Approved by the New York City Board of
Standards and Appeals under Calen-
dar Number 219-76-54.
Approved by Verband der Sachver-
sicherer.
Approved by Loss Prevention Council
(F.O.C.).
Rated to 175 PSI (1207 kPa) Warer
Working Pressure.
Factory tested hydrostatically at 350 PSI
(2413 kPa) with the clapper open.
Air pressure to water pressure area dif
ferential: Approximately 6 to 1.
Standard Flange Connectlons
ANSI 816,1.
Standard Groove Connections
ANSI/AWWA C6O6
MATERIAL STANDARDS:
Cast lron: ASTM A48 CIass 308 and
ASTM A126 Class B tensile strenoth
not less than 30,000 PSI
(2068a3 kPa).
Ductile lron: Grade 65-45- 1 2.
Brass Castings: UNS-C84400.
Manganese Bronze: ASTM B 147 Alloy
8A. Tensile strength not less tha;
65,000 PSI (448,159 kPa).
Brass Bar Stock: UNS-C36000.
Neoprene Rubber: ASTM D2000.
EPDM Rubber: Eth ylene Propylene
Diene Monomer ASTM D2000.
Stainless Steel Spring : UNS-330200.
Size and Friction Shipping part
Outlettype Loss' Welqhts No.
3" Flange 5 Fl. 192 Lbs. 04010C
80 mm) i1.5 m 7
3"Groove 5 Fl. 183 Lbs. 04107C
mm) 11.5 m
4" Flange 14 Ft. 192 Lbs. 03746C
100 mm) 14.3
4" Groove 14Ft. 183Lbs. O4lOgC
100 rnm) (4.3 ml I 83
6'Flange 22FI. 263 Los. 05915C
]50 mm) {6.7 m) l12O
6'Groove 22FL 246 Lbs. A4620C
(150 mm) (6.7 m) (112 kg)
'Expressed in equivalent length ol pipe C= 120
5. FEATURES AND
ACCESSORIES
A. Features
1, EPDM Rubber to brass air and
water seats.
2. Latching clapper for easy resetting.
3. Spring-loaded clapper with fully
open Iatch.
4. Field replaceable clapper and air
Dlate rubbers.
5. 1 " (25mm) NPT tapped ouilet to
facilitate sprinkler installation in
the Dry Valve house.
B. Required Accessories
The following accessories are re-
quired and are included in Vikino's
Valve Accessory Package ana
Standard Trim Package. The valve
must be trimmed as shown on the
valve trim chart.
1 . Drip Check Valve
2. Drain Cup
3. Reset Bar
4. Alarm Test Shut-off Vatve
5. Drain Check Valve
C. Accessories
'1 . A standard trim package with or
without gauges is available. lt in-
cludes the required valve acces-
sory package and the fittings and
nipples shown on the valve trim
chart.
2. Additional accessories are avail-
able and may be required for
operalion or supervjsion. Refer to
the system description for com-
plete operating trim requrrements.
6. OPERATION
The clapper and air plate assemblies
combine to form a floating member as-
sembly. With the clapper latched closed,
the air pressure forces lhe member as.
sembly down, sealing the water seal
from the intermediate chamber_ When a
Sprinkler operates. the system air pres-
sure is reduced until it reaches the dif-
ferential tripping point of the valve. The
water pressure lifts the member as-
sembly and llows into the intermeorare
chamber. As lhe member assembly
nses, lhe hook is forced against the
operating pin which unlatches the clap-
per. The clapper is spring loaded and
swings to a full-open locked position,
When using the optional accelerator, the
accelerator senses lhe system air pres-
sure drop and trips. Upon tripping the
accelerator allows the system air pres-
sure to enter the dry valve intermediate
chamber. This immediately destroys the
differential causing the member as-
sembly to rise faster.
The intermediate chamber is normalv ar
atmospheric pressure and is connecied
to the alarm line. When the valve trios
the intermediate chamber and alarm line
3. PRODUCT DESCRIPTION
The Viking Dry Pipe Vatve is a tatching
differential valve used to separate the
water supply lrom the dry pipe sprinkler
system. The valve combines a positive
latching clapper and air plate assembly,
with a differential air to water seat
design. The latching clapper and airplate assembly prOvides a positive
mechanical seal for the air oressure in
the dry pipe system while the differential
design allows a moderate air supply to
control a much higher water supply.
When the air pressure js lowered suffi-
ciently to destroy the pressure differen-
tial, the valve opens allowing the water
to enter the dry pipe system. The Viking
Accelerator can be used to speed the
valve operation on large capacity sys-
tems 0r where faster aclion is required.
The valve is also designed to operate a
watermotor alarm and/or an electric
pressure alarm switch.
4. TECHNICAL DATA
u.L. listed Guide No. VPZV Conrrot No.
959A.
Form No. 081088
DRY PIPE VALVE
MODEL E
Form 06400F
108t
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are pressurized activating the con-
necled alarm syst6ms.
7. AVAILABILIry AND SERVICE
The Viking Dry Pipe Vatve is available
through a network of domestic and inter
national distributors. For proper opera-
tion and approval the valve must be
trimmed in accordance with Vikinq trim
charts. Where difficulty in performiance
is experienced make sure that the valve
has been trimmed properly. Contact
Viking or Viking's authorized repre-
sentative before any field adjustments
are made. See the yellow pages of the
telephone directory for closesl dis-
tributor (listed under "Sorinklers-Aulo-
matic-Fire"), or write: The Viking Cor-
poration, Hastings, Michigan USA
49058. Telephone (616) 945-9501, At-
tention: Sales Depanment.
8. GUARANTEES
Viking agrees to repair or replace goods
lound to be defective in material and
workmanship for a period of one year
from the date of shipment. For detarls of
warranty, refer to price list.
9. MAINTENANCE
Warning
Any syslem maintenance or testing
which involves placing a control valve or
detection system out of service may
eliminate the Fire Protection of that sys-
tem. Prior to proceeding notify all
authorities having jurisdiction. Con-
sideralion should be given to employ-
ment of a Fire Patrol in the affected area.
A. INSPECTIONS
It is imperative that the valve be in-
spected and tested on a regular
basis. The following recommenda-
tions are minimum requirements. The
frequency ol the inspections may
vary due to contaminated water sup-
plies, corrosive water supplies or cor-
rosive atmospheres. In addition the
alarm devices, or other connecled
trjm may require a more frequent
schedule. Refer to the system
description and applicable codes tor
minimum requiremenls.
1. Assure that the valve and trim is
adequately heated and protected
to prevent freezing and physical
damage at all times.
2. Check and maintain air pressure at
the desired pressure sening. See
Item 10-F, Recommended Air
Pressure Setting.
3. Test the water flow and low air
oressure alarms and oerform a
water flow test through the test
drain valve quarterly.
4. Trip test the dry valve annually
during warm weather. See ltem
10-3, "To Trip Test The Dry
Valve." and llem 1 0-D, "To Place
The Valve In Service." for reset-
ting instructions.
B. REPAIRS
WARNING - Prior to perlorming any
repairs take the necessary precautions
and remove the system from service by
closing the water supply contrcl valve,
opening the test drain valve, closing the
air supply valve and relieving all airpres-
sure on the system.
'1 . To Replace The Clapper Rubber
a. With the system removed from
service, remove bolts, No. 29,
hand hole cover, No. 31, and
gasket, No. 28.
b. lf the valve has not tripped, in-
serl the reset bar through the
hole in hook, No. 30, and apply
downward oressure on the
wrench lo trip the valve.
c. With the valve inlet covered
remove hex-head cap screws,
No. 23, and separate clamp
plate, No. 22, from clapper, No.
7.
d. Remove and discard claooer
rubber, No. 6.
e. Inspecl and clean the valve and
tnm.
f. REASSEMBLY. Using a new
clapper rubber, reverse disas-
sembly procedure.
2. To Remove The Clapper As-
sembly
a. With the syslem removed from
service, remove bolts, No. 29,
hand hole cover, No. 31, and
gasket, No. 28.
b. Remove one colter pin, No. 10,
from hinge pin, No. 9.
c. Remove hinge pin, No.9 and
allow clapper arm, No.5, to
move to the OPEN position.
d. Rernove the clapper assembly
from the valve.
e. REASSEMBLY. Reverse dis-
assembly procedure.
3. To Disassemble The Valve
a. With the system removed from
service, disconnect the lrim
June 12, 1989
and remove the valve lrom the
system piping.
b. Flemove hex-head cap screws,
No.29, hand hole cover, No.
31 , and cover gasket, No. 28.
The valve clapper should be in
the fully oPEN position.
c. Remove hex-head cap screws,
No.24.
d. Remove the valve housing, No. 1,
Irom its base, No. 18,
e. To repair any ot the dry.pipe
valve's sub-assemblies, lift the
valve member assembly, Nos. 5-
12, 1 4-17, 19. 20. 22. 23, 25, 26,
and 30, from base, No. 18, and
proceed as lollows:
( 1 ) To replace the air-plate rubber,
No. 17, remove hex-head cap
screws, No. 20, and clamo
ring. No. 19.
(2) To replace the clapper as-
sembly, Nos. 6-8,22,23,
remove cotter pins, No. 10, and
slide the hinge pin, No. 9, from
clapper arm, No_ 5. To disas-
semble the clapper assembly
see paragraph, 9-8.1 above.
(3) To replace the clapper arm,
No. 5, remove clapper as-
sembly, and cotter pins, No.
14. Slide springs, Nos. 1 1 and
12, and shaft, No. 15, from arm,
No.5.
(4) To replace the hook, No. 30,
remove cotter pins, No. 25, and
slide out the shafl No. 26, from
air plate, No. 1 6. Remove the
hook.
g. To remove the latch, No. 2, remove
brass pipe plug, No. 4, and slide
latch pin, No. 3, through hole.
h. The following items are not tield-
replaceable: Side-stop pin, No.'13, and water seat. No. 21 .
i. REASSEMBLY
(1) Reverse disassembly proce.
dure.
(2) The socket-set screw will n€ed
adjustment. After the valve nas
been completely reassembled,
latch the clapper in place. With
a 1/4" (6.35mm) Allen wrench,
turn the screw clockwise until it
conlacts the hook. Then, turn
the screw one complete turn
counter-clockwise, set up the
system, and trip test the valve.a
DRY PIPE VALVE
MODEL E
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June 12, 1989
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C. ABNORMAL CONDITIONS
'1 . The valve trips when no sprinkler
has lused.
Possible causes:
a. Loss of air pressure in the sys-
rem.
Remedy: Check the system for
leaks and check for proper air
suppiy. Consider adding an Air
Pressure Maintenance Device
or a Maintenance Air compres-
s0r.
b. An extreme pressure surge in
the water supply.
Remedy: Increase the air pres-
sure on the system. The maxi-
mum limit is 60 psi (414 kPa).
2. Water constantly passing through
the drip check when the valve ls in
the SETposition;or, water leaking
over the water seat into the inter-
mediale chamber.
Remedy: Clean the seat
thoroughly, replace the clapper
ruooer.
3. Clapper will not latch.
Possible causes:
a. Clapper rubber worn.
Remedy: Replace the clapper
ru0Der.
b. Internal parts damaged by ac-
cidental application of high
pressure.
Remedy: Replace the vatve
member assembly.
c. Tho hook not sliding on the
reset bar.
Bemedy: File or grind the reset
bar to remove rough spots and
give clearance.
4. The valve latches but will not
remain set.
Possible causes:
a. lmproper resetting procedur€.
Remedy: See paragraph '10-E
Installation, To Place the Valve
in Service.
b. Inadequate air supply.
Remedy: See Paragraph '1 0-F
lnstallaiion, Recommended Air
Pressure Settings.
c. Air pressure and priming water
passlng through the inter
mediate chamber and out of
the drip check.
Remedy: Clean the air seatand the clapper rubber.
Replace the clapper rubber, if
worn.
lO.INSTALLATION
A. GENERAL INSTRUCTIONS
1. The valve must be installed in the
Vertlcal posilion only.
2. The valve must be installed in an
area not subject to freezing
temperalures or physical
damage. lf required, provide a
valve house enclosure with ade-
quate heat around the valve and
trim.
3. The valve trimming instructions are
provided with the trim package. lf
they have not been provided, con-
tact your local supplier. (See Sys-
tem Description or relaled Equip-
ment Charts for additional trim-
mrng ccnnections.)4. Prior to installing the valve
thoroughly llush the water supply
line to assure that no foreign mat.
ter is oresent.
5. Remove all thread protectors and
pacKrng
6. Remove the hand hole cover and
gasket, and check the valve clap-
per for freedom ot mcvement.
7. Install lhe valve in the system
piping and trim according to the
appropriate trim charts.
8. Open the valve clapper ano teave
open until the system piping has
been tested. Do NoT PEHFORM
A 200 PSI (1379 kPa) HYDROS-
TATIC SYSTEM TEST WITH
THE DRY PIPE VALVE CLAP-
PER IN THE CLOSED (SET)
POSITION. Never exceed 60 pSl
(414 kPa) pressure in the system
piping with the valve clapper
closed. Freezing temperatures
andior excessive pressure will
damage the valve member as-
sembly.
B, TO SET THE DRY PIPE VALVE
CLAPPER
Raise the latch, No. 2, and move the
clapper down lo the horizontal posi-
tion. While holding the clapper down,
insert the resel bar approximately 1',
(25mm) through the hook hole and
apply an upward force. The hook will
slide on the resetting bar and latch
the clapper closed with a positive set-
ting action.
C. TO RELEASE THE DRY VALVE
CLAPPER
Place lhe reset bar through the hook
hole and apply a downward force on
the bar. The clapper will unlatch and
swrng open.
D. TO PLACE THE VALVE IN SEF.
VICE
1. Close the water supply control
valve.
109
DRY PIPE VALVE
MODEL E
bronze
latch
steel
wrenchI
bronze
water seat
pperating
screw
VALVE
SIZE MOOEL A E c n E
3"
75mm
18.1/4"
464mm
7"
1 78mm
None None 16-1t2
419mm
4"
100mm
E-2 18.1t4"
464mm
7',
178mm
13-1tz'.
343mm
17',
432mm
Non e
6"
150mm
tr-l 20.1/16"
51omm
7-314"
1 97mm
13-112
343mm
17-3/4"
451mm
None
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110
2. Open the main drain and drarn rne
system piping. Be sure to drain all
low and trapped points on the sys-
tem. lf an accelerator is installed
the in let and outlet valves must be
open during system draining.
Refer to Accelerator Data page for
additional warnings and main-
tenance.
3. Close ali Drains.
4. Remove the hand-hole cover and
rnspect and clean the valve andtrim. Remove any mineral
deposits and operate all parts to
assure freedom of movement.
Renew or replace damaged or
worn parts as required.
5. Set the dry valve clapper. (See
Item 10-B)
6. Fill the Dry Valve with water to the
bottom of the hand hole. Inspect
the drip check valve to assure the
praming water is not leaking
through the intermediate cham-
ber.
7. Replace the hand hole cover and
gasket.
8. Open the air supply to the system
and allow the pressure to build to
the desired level. See the accom-
panying chart for suggesled air
pressure to water pressure set-
ting. NEVER EXCEED 60 PSI
(414 kPa) AIR PRESSURE.
26
5
6
7
8
9, 10
11,12
t.l
14. 15
to
17
23 22 21 '20
MANUFACTURE DATES3" 4" 6"(80MM) {100MM) (150MM)1979 1979 1981 Groove Outter1984 1984 1984 Ftange Ouflst
9. Partially open the test drain valve.
10. Slowly open the water supply
control valve lo prevent tripping of
the valve. When water aooears at
the test drain, slowly close the test
drain valve completely- Open
water supply control valve fully
and secure.
1 1 . lf the valve is newly installed, has
been repaired or has been out ot
service, trip test the system lo as-
sure proper operatron.
12. Assure all equipment adequately
heated and protected to prevent
freezing and physical damage.
E. TO TRIP TEST THE DRY VALVE
1. Open the inspectors tesl valve
fully. The air pressure will reduce,
- SUB.ASSEMBLIES AVAILABLE
the valve will trip, the alarms will
sound and the system will f ill with
water.
2. Resetthesystem. See, ltem 10-D,
"To Place The Valve ln Service".
3. Assure all Control valves and
alarm valves are f ullv ooen
F. RECOMMENOED AIR'PRESSURE
SETTINGS
32
,tl
30
29
2A
27
25,
24
June.12, 1989
DRY PIPE VALVE
MODEL E
Maxlmum
Water Pressure
Psr | *ea
50 | 34s
75 | s17
10 | 6e0
12s | 862
150 | 1034
175 | poz
Air Pressure Setting
Minimum Marinum
PSI
15
2A
25
30
35
kPa
138
172
207
241
310
PSI
30
45
50
60
kPa
247
241
310
345
414
ITEM
No.
PART NUMBER
DESCRIPTION MATERIAL
lroltEo.3" 4" 6"
E-2 E2 E13" E-2 4" E.2 6" E-1
1
2
3
4
5
6
7
8
I
10
11
12
13
17
18
20
21
22
24
26
27
2A
30
31
32
020008
04000A
02545S
03750C
04la8B
01991A
02008A
02002A
02003A
020084
019338
037568
037578
015174
04873A
None
048744
02079A
N0ne
02008A
019938
07029A
041878
o2a79A
01986C
05436C
020008
04000A
02545S
03750C
041€88
01991A
02008A
02002A
02003A
02008A
019€38
037568
037574
01517A
04873A
None
0487 4A
02079A
Non e
020084
019938
07029A
041879
02079A
01986C
05436C
020008
02001A
02545S
01987C
04622C
01991A
02008A
020024
020034
02008A
0T 9S3B
019948
019958
01 517A
04297 B
02383A
None
None
02101A
02008A
019938
07029A
041878
0207s4
01986C
05436C
lH0usrnq
lr-"r.n
-
lLatch Pin
l3/8" NPT Pipe Plug
lClapper Arm
I
I
lClapper Rubber
Clapper
Cl.nnor A,,ch'n^
Hinge P n
Cotter Pin
Flighl'Hand Spring
Left Hand Spring
Side Stop Pin
Corter Pin
Clapper Shait
Air Plate
Air Plate Rubber
Base
Clamp Fling
3/8-1 6x3/4" H.H.C. Screw
Seal
Clamp PIate
5i 16-18x1i2" H.H.C. Screw
#10-24x 1l2 H.H.C. Screw
5/8-l lx2" H.H.C. Screw
3i 4-1 0x2'1/4' H.H.C. Screw
Co ef Pin
Clapper Shalt
1/2.1 3x1 -3,'4" Set Screw
Hand Hole Cover Gasket
5/8-1 1x2" H.H.C. Screw
Hook
Hand Hole Cover
Adapler
lCast lron
lCasr Erass
lbrass
t----
lCast N4anganese
l6ronze
EPDM/Brass
Cast Ouctile lron
Bronze
Brass
Brass
Siainless Steel
Starnless Sleel
Brass
Bfass
Brass
Cast Brass
Neoprene
Cast lron
Cast Bfass
Zinc Plated Steel
Cast Bfass
Sla nless Steel
Slainless Steel
Stainless Sleel
Steel
Steel
Brass
Erass
NyloldBrass
SBR Rubber
Cast [.4anganese
tsronze
]
Casl DLrcti e lron i
Cast Duclile lron I
t'1 1
111
111
222
rtl
111
111222
111
111
111
222
222't11
111
111
111
111
10 10 12
111
11i
003
330
10 10 0
0 0 12
222
111
111
111
444
111
111
111
5-12,14-17 ,
19,20,22,
23,25.26,
30,
A.A 2t 2a
16, 17,
19,2A
03748C
048718
037618
03748C
048718
037618
04617C
046198
019988
[4emberAssembly
Clapper Assembly
Air Plate Ass6mbly
Varaous
Various
Various
111
111
111
t January 28, 1999
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1. PRODUCT NAME
Viking Model D-2 Accelerator
Part Number 09881
Available since 1998.
2. MANUFACTURER
The Vikinq CorDoration
210 N. Industri;i Park Roacl
Hastings. Michigan 49058 U.S.A.Ietephone: (616)945-9501
(877\ 384-5464Fax: (616) 945-9599
e-mail: techsvcs @ vikingcorp.com
3. PRODUCT DESCRIPTION
The Viking Model D-2 Accelerator is a
quick-opening device, with an integral
anti{lood assembly, used to increase
the operating speed of a differential type
dry pipe valve. An accelerator (quick-
opening device) is recommended on all
differential dry pipe valves and is re-
quired on dry pipe systems of certain
capacities. Refer to NFpA Standards
and authorities having jurisdiction, The
Viking Model D-2 Accelerator is a di-
rect replacement for the Model D-1
Accelerator. The Viking Model D-2 Ac-
celerator may also be used lo speed
the action of a pneumatic release sys-
tem on a deluge, flow control, or pre-
action system.
4. TECHNICAL DATA
LISTINGS AND APPROVALS
UL Listed, Guide No. VJPZ, UL Control
No. 9564
FM Approved: Consult FM Approval
guide for acceptable applications.
Factory Tested
Shipping Weight: 6.2 lbs. (2,8 kg)
Material Specificalions: See Figure 2 on
page 1111.
Related ltems: lr4odel F-1 Dry Pipe Valve
and Model D-2 Accelerator Trim
5. FEATURES
A. Pilot responsive,
B. Reler to NFPA-.13 f or maxrmum
system s ize.
C, Automatically resets.
D. lntegral antiJlood assembly.
6. AVAILABILTTY AND SERVICE
Viking products are available through a
network of domestic and international
distributors.
For proper operation and approval, the
Accelerator must be installed with trim in
accordance with the current Vikino trim
chart for the valve used. Where diflicultv
in performance is experienced. verity
Form No. F_010898
MODEL D-2 ACCELERATOR
that the accelerator and trim are installed
properly. Contact Viking or Viking's
authorized represenlalive before any
field adjustments are made.
See the Yellow Pages of the telephone
direclory for a local distributor (listed un-
der "Sprinklers-Automatic-Fire") or con-
tact Vikino.
Viking technical data may be found on
The Viking Corporation's Web site at
http://www.vikin gcorp.com.
The Web site mav include a more recenl
edition of this technical data
7. GUARANTEES
For details of warranty, refer to Viking's
current list price schedule or contact The
Viking Corporation directly.
8. OPERATION
(Reler to Figure 1,)
The accelerator operates on the princi-
ple of unbalanced pressures. When the
acceleralor ls pressurized, air enters
the inlet, goes through the screen filter
into the lower chamber and through the
antiJlood assembly into the middle
chamber. From the middle chamber,
the air slowly enters the upper chamber
through an orilice restriction in the
cover diaphragm.
In the SET position the system air pres-
sure is the same in all chambers. The
accelerator outlet is at atmosDheric
pressure. When a sprinkler or release
operates, the pressure in the middle and
lower chambers will reduce at the same
rate as the system. The orifice restriction
In the cover diaphragm restricts the air
flow from the upper chamber, causing a
relatively higher pressure in the upper
chamber. The pressure differential
111a
forces the cover diaphragm down, push-
ing the actuator rod down. This action
vents the pressure from the lower
chamber to the outlet, allowing the inlet
pressure to force the clapper diaphragm
open. The pressure in the acceleratol
outlet forces the antiJlood assernblv
closed.
On a dry pipe system the air pressure
trom the accelerator outlet is directed to
the dry pipe valve intermediate cham-
ber. As the air pressure increases in the
intermediate chamber of the drv valve.
the dry valve pressure ditferenti;l is de-
stroyed and the dry valve trips, allowing
water to enter the dry pipe system.
Alter the dry valve trips, water entering
the intermediate chamber of the drv
valve will fill the trim piping connecting
the accelerator lo the dry system. How-
ever, when the anti-flood assemblv is
pressurized closed, water is prevented
from entering the middle and upper
chambers of the accelerator.
On a pneumatic release syslem, wnenthe accelerator operates, the outletpressure is vented to atmosohere.
speeding the release system operatjon.
9.INSTALLATION
A. On Dry Valve Trim
Verify that the Model D-2 Accelerator
Trim Chart available is for the dry valve
model used.
Verify that the water supply piping has
been adequately flushed to reduce the
opportunity for foreign matter ro con-
taminate sprinkler piping and/or trim
comoonents.
Install the Model D-2 Accelerator in the
dry valve trim piping according to the
Model D-2 Accelerator Trim Chart for the
dry valve model used. The dry system
air supply must be connected as shown
on the trjm chart for the dry valve model
used.
DO NOT expose the accelerator to the
hydrostatic test.
Caution: The dry valve clapper musr De
latched open during performance of the
hydrostatic test.
Follow installation instructions below
in Paragraph 9C: General Installation
Instruclions.
B. On Pneumatic Release Svstem
Use a 1/2" (15 mm) NPT nipjle to con-
nected the Model D-2 Accelerator to the
pneumatic release system at the loca.
tion shown on drawings provided in the
Technical Data Page for syslem used.
Replaces page 111 a-f, dated March '12, 1998
(modified Note B in Paragraph 5).
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MODEL D-2
ACCELERATOR
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111 b
A 1i2" ( 15 mm) NPT ball valve should be
installed between the accelerator and
the point of connection to the pneumatic
release system to allow the accelerator
to be removed without placing the pneu-
matic release system out of service.
The 1/2" (1 5 mm) NPT ball valve should
be normally open and tagged to inform
nersonnel.
A nioole and 90" elbow should be in-
stalled at the discharge outlet of the ac-
celerator with the outlet ol the elbow
turned down to direct any airborne mat-
ter downward when the accelerator lrips.
Follow installation instructions belorv
in Paragraph 9C; General lnstallation
lnstruclions.
C. General Installation Inslructions
Air supply should be from an automatic,
regulated and restricted source supplied
with clean, dry, oil-free air (or nitrogen).
Devices used should be specifically
lisled for such service. A Viking air main-
tenance device and an appropriately
sized dehydrator are recommended.
When corrosive atmosoheres and/or
contaminated water supplies are pre-
sent, it is the owner's resoonsibilitv to
verity compatibility with the tr,loOel b-Z
Accelerator and associated eouiDment.
1 . Remove all plastic thread protectors
from the openings of lhe accelerator.
2. Apply a small amount of pipe-joint
compound or tape to the external
threads of all pipe connections re-
quired. Take care not to allow any
compound, tape, or other foreign
matter inside any of the nipples or
openings of the accelerator or trim.
3- The Model D-2 Accelerator must be
installed upright (with the air gauge
opening at the top) as shown on the tnm
chart. Observe flow arrow, on bottom of
accelerator, below the 1/2" NPT inlet.
4. Install a 0-80 psi retard to 250 psi
(0-550 kPa, retard to 1 750 kPa) air
gauge in the 1/4" (8 mm) NPT open-
ing in the top of the accelerator.
5. DO NOT expose the accelerator
to the hydrostatic test.
CAUTION: The accelerator isolation
valves are to be kept in the normally
open position. DO NOT CLOSE, ex-
cept during hydrostatic testing or to
service the accelerator.
1 O. PLACING THE ACCELERATOR
IN SERVICE
A. On Dry Valve Trim
When the dry pipe system is ready to be
placed in service, verify that all equip-
ment is adequately heated and pro-
tected to prevent freezing and physical
oamage.
1 . With the water supply main control
valve CLOSED, drain all water from
the dry pipe system. lf the system has
operated, open all auxiliary drains
and the system test valve. Allow
enough time to completely drain the
system.
2. Verity that the intermediate chamber
of the dry valve is free of water. No
water should flow from the drip check
when the plunger is pushed.
3. Reset the dry valve (see Technical
Data for the dry valve model used).
4. Close all auxiliary drains, the system
test valve, and the priming water level
test valve in the dry valve trim.
5. Observe the air pressure gauge on
top of the accelerator. The gauge
must read zero before the accelerator
will automatically reset. lt may be
necessary to loosen, remove, and
re-inslall the accelerator air gauge
(use the appropriate wrench) to vent
trapped air pressure from the upper
chamber, even when the gauge indi-
cates zero if the air supply is on while
performing this step.
6. Pressurize the svstem in accordance
with recommended settings. See
Technical Data for dry system used.
Do not exceed 60 psi (414 kPa).
7. When the air pressure on the accel-
erator air gauge equals the system
set pressure, pedorm Dry Pipe Valve
Priming Water Level Test described
in Paragraph 118-1 to verity that
water is not present above the prim-
ing level test valve in the dry valve
trim. Priming waler is NOT required
for Viking dry valves,
lf the presence of water is detected
above the priming leveltest valve, the
system may not have been properly
drained. To verify that the system has
been properly drained, repeat Steps
1 through 7 above as required.
NOTE: Step 7 is required any time
water has entered the sprinkler pip-
ing. lf no water has been allowed to
enter the system since the previous
priming water level test, this step may
not be required.
8, Open the main drain valve (located
on the inlet of the dry valve).
9. Slowly open the water supply main
control valve.
1 0. When flow is developed from the main
drain, close the maln drain valve.
January 28,
1 1 . Fully open and secure the water sup-
ply main control valve supplying the
dry valve.
12. Secure all valves in their normal op-
erating position.
13. Notity authorities having jurisdiction
and those in the affected area that lhe
system is in service.
B. On a Pneumatic Release System
When the pneumatic release system is
ready to be placed in service, verify that
all equipment is adequately heated and
protected to prevent freezing and physi-
cal damage.
1 . Observe the air pressure gauge on lop
of the accelerator. The gauge must
read zero before the accelerator will
automatically reset. (lt may be neces-
sary to loosen the air gauge to venl
the trapped air pressure in the upper
chamber.)
2. Pressurize the system according to
recommended settings. See Techni-
cal Data for pneumatic release op-
eration of the system used.
3. Open the l/2" (15 mm) NPT ball valve
(if provided) located between the ac-
celerator and the point of connection
to the pneumatic release svstem.
4. When lhe air pressure on the accel-
erator gauge equals the syslem set
pressure, proceed with placing the
system in service. Refer to Technical
Data for the system used.
5. Verify that the water supply main con-
lrol valve is open and secure, drain
valves are closed, and all other
valves are secured in their normal
operating position.
6. Notity authorities having jurisdiction
and those in the affected area that the
system is in service.
1 1. INSPECTIONSANDTESTS
Prior lo performing any work on the sys-
tem in which the Model D-2 Accelerator is
installed, reter to Technical Data for the
system and equipment used.
NOTICE: The owner is responsible for
maintaining the fire protection system
and devices in proper operating condi-
tron.
The Viking Model D-2 Accelerator must
be kept free of foreign matter, freezlng
conditions, corrosive atmospheres, con-
taminated waler supplies, and any con-
dition that could imoair its oDeration or
damage the device.
It is imperalive that the system be jn-
spected and tesled on a regular basis.
The frequency of the inspections may
MODEL D-2
ACCELERATOR
uary28, 1999
vary due to contaminated water sup-
plies, corrosive water supplies, corro-
sive atmospheres, as well as the condi-
lion ot the air supply to the system. For
minimum maintenance and insoection
requirements, refer to the National Fire
Protection Association's pamphlet that
describes care and maintenance of
sprinkler systems. In addition, the
authority having jurisdiction may have
additional mainlenance, tesling, and in-
soection reouirements that must be fol-
lowed.
WARNING: Any system maintenance
that involves placing a control valve or
detection system out of service may
eliminate the fire orotection caoabilities
of lhat system. Prior to proceeding, no-
tify all authorities having jurisdiction.
Consideratron should be given to em-
ployment of a fire patrol in the affected
areas.
After every operation, and each time
water is allowed to enter the system:
1. Inspecl the interior of lhe acceleralor
for the presence of water. Dampness
or condensalion may indicate that the
air supply is not being dried ade-
quately. lf water is allowed to enter
the middle and/or uooer chamber of
the accelerator, it may contaminate
the accelerator oritices and prevent it
f rom operaling properly.
2. Remove the 1/4 ' NPT inspection plug.
lf water or dampness is present, the
accelerator must be disassembled
(as described in Section 12C: Dlsas-
sembly), cleaned, and dried.
A. Inspection of Accelerators In-
stalled on Dry Systems or Pneumalic
Release Systems:
Weekly inspection is recommended, lf
the system is equipped with a low air (or
nitrogen) alarm, monthly inspections
may be adequate.
1. Check the air pressure gauge lo-
cated on the top of the accelerator. Air
pressure in the upper chamber of the
accelerator should equal the air pres-
sure mainlained in the system on
which it is installed.
NOTE: Standard tolerance allow-
ance in pressure gauge calibration
may result in a slight variation when
pressure readings of any two gauges
are compared.
a. A difference in pressures other
than slight variation due to gauge
calibration tolerance may indicate
gauge malfunctron, plugged accel-
erator orifices and/or filters, or
other malntenance is required.
See Paragraph 12A and I ot Para-
graph 1 28 of ACCELEMTOR MAIN-
TENANCE.
2. Verify that all other trim valves are in
lheir normal operating position.
3. Check lor signs of mechanical dam-
age and/or corrosive activity, lf de-
tected, perform maintenance as re-
quired or, If necessary, replace the
oevrce.
4. Verity that the accelerator and lrim are
adequately heated and protected to
prevent lreezing and physical damage-
5. Verify that the water supply main con-
trol valve is open and secure.
B-1. Dry Pipe Valve Priming Water Level
Test. Low Air Ahrm Test and Non-Flow
Acceleraior Test for Dry Valves
Equipped with a Model D2 Accelerator
and Installed According to Model D2
Accelerator Trim Charts:
The priming water level test is recom-
mended quarterly and each time the sys-
tem is placed in service after water has
entered the system. Also, each time the
system is placed in service after water
has entered the system, it is good prac-
tice to repeat the priming water level test
within one week. Testing is used to verity
that the system has been properly
drained and that no water is present
above the priming level test valve in the
dry valve trim after draining lhe system.
Any water columning (accumulation of
water above the priming level test valve)
can slow or even prevent the dry valve
clapper lrom opening when lhe dry sys-
tem ooerates.
Ouarterly tesling of low air alarms is
recommenoeo.
Semi-annual testing of accelerators is
recommended. Conduct non-flow test
when partial flow test or full flow test is
not required (see Paragraph 11B-3:
Flow Testing on Dry Valves).
1 . Notify the authority having jurisdiction
and those in the area affected bv the
IESI.
2. Close lhe water supply main control
valve supplying the dry valve.
3. Open the main drain valve (located on
the inlet of the dry valve).
NOTE: Performing Steps 4 or 5 of
this test will cause the accelerator
to operate. However, with the water
supply main control valve CLOSED,
and the main drain valve OPEN, op-
eration of the accelerator should not
trio the drv valve.
111 c
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\IKING MODEL D-2
ACCELERATOR
1/4" NPT Gag€ Conneclion
Cover Diaphragm
Actuator Rod
Anti-flood
-<- F Middle
lChamber
Middte
Chamber
1,'4" NPT --..iInspeclion Pluq -\
Clappcr 0iaphragm Screen Filter
12 ' NPT INLET 1/2" NPT Outlel
SECTION A-A aLrelFigu
---.rll
1
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111d
4. Dry valve priming water level test:
a. Verify that lhe waler supply main
control valve is closed and the
main drain valve is open.
b. Close the air suPPlY.
c. Fully open the priming level test
valve in the dry valve trim to check
for lhe presence of water. ll lhe
Dresence of water is detected, the
system may not have been prop-
erly drained. Perform stePs 1
through 7 in ParagraPh 10A of
PLACING ACCELERATOR IN
SERVICE on Dry Valve Trim.
d. When test is complete: lflwhen no
water is detected, open lhe air sup-
ply and continue to SteP 6.
5. Low air alarm test and non-flow
accelerator test:
a. Verity that the water supply main
control valve is closed and the
main drain valve is open.
b. Gradually open the priming level
test valve in the trim of the dry
valve to simulate operation of the
dry system.
1. Observe and record the Pres-
sure at which the low air alarm
operates.
c. When test is complete, continue to
Step 6.
6. Close the priming level lest valve.
7. Loosen (use the appropriate wrench),
and remove the accelerator air gauge
to release pressure from lhe upper
chamber of the accelerator, allowing
it to reset.
8. Re-inslall, and tighten (use the appro-
priate wrench) lhe accelerator air
gauge.
9. Allow pressure to be restored to the
dry pipe system and accelerator.
10. When air pressure on the accelerator
air gauge equals the system set pres-
sure, verity lhat the intermediate
chamber of the dry valve is free of
water. No water should flow f rom the
drip check when the Plunger is
pushed.
1 1 . When testing is complete, return tne
system being tested to service. Per'
form Steps 8 through 1 3 of Paragraph
10A: PLACING ACCELERATOR lN
SERVICE on Dry Valve Trim.
B-2. Non-Flow Accelerator Test on
Pneumatic Release Systems:
Semi-annual tesling ol accelerators is
recommended. Conduct non-flow test
when f ull flow test is not required.
1 . Notify the authority having jurisdiction
and those in the area affecled by the
test.
2. Close the water supply main control
valve to prevent unwanted operation
ol the system.
3. Open the necessary drain tesl valve
to relieve pressure from the inlet
chamber of valve being controlled by
the pneumatic release system
4. Ooerate a detector or open a test
valve to relieve Pressure trom the
pneumatic release system, (simula!
ing operation of the detection sys-
tem).
5. When testing js complete, perform
Steps 1 through 6 of ParagraPh 108:
PLACING ACCELERATOR IN
SERVICE on a Pneumatic Release
System.
B-3. Flow Testing on DrY Valves:
Partial flow tests are conducted with the
water supply main control valve (supply-
ing the dry valve being tested) partially
closed to minimize the amount of water
entering the system during the test. The
water supply control valve is closed im-
mediately afler the dry valve operates to
keep water f rom f illing the system piping
A partial f low test may verify operation of
equipment and devices, bui does not
simulate operation of the system in fire
conditions. Full flow tests are conducted
with the water supply main control valve
f ully open. The dry valve is operated by
opening the system test valve lo simu-
late the opening ot a sprinkler in lire
conditions.
Conduct a partial flow test during warm
weather at least annually. Conduct a full
flow test during warm weathef at least
once every three years. More frequent
testing may be required by the authority
having jurisdiction:
1 . Notify the authority having iurisdiction
and those in the area affected by the
test.
Caution: Performing SteP 2 of this
test procedure wlll cause the dry
valve to open. The accelerator will
operate, the dry valve will triP, and
water will enter the sprinkler sys'
tem piping.
2. Operate the accelerator by performing
the steps indicated below for the test
procedure desired.
a. For full flow test:
1. With the water suPPlY main
control valve open, fully open
the main drain. Allow the flow to
January 28, 199
continue long enough to flush
any foreign material from the
water suPPlY Piping.
2. Close the main drain.
3. Open the system test valve to
simulate operation of sPrinkler.
4. Close the water suPPlY main
conlrol valve after the accelera-
tor ooerales and test is com-
plete. Proceed to SteP 3.
b. For partial flow test:
1 . With the water suPPlY main con-
trol valve fully open, open lhe
main drain. Allow the full flow to
continue long enough to flush
any foreign material from the
water supply piping.
2. With the main drain fullyopen,
slowly close the water suPPlY
main control valve until flow
from the main drain is reduced
as lar as Dossible while main-
taining the full flow from the
main drain.
3. Close the main drain.
4. Fully open the priming level test
valve to simulate oocration ol a
sorinkler.
5. Close the water suPPlY main
control valve IMMEDIATELY a|.
ter the accelerator oPerales and
the dry valve lrips.
3. Record operating times as required
by the authority having jurisdiction.
4. When operation time testing is com-
plele, return the syslem being tested
to service. Pedorm StePs 1 through
'13 of Paragraph 10A: PLACING AC-
CELERATOR lN SERVICE on Dry
Valve Trim, and Technical Data for
the dry valve and equiPment used.
B-4. Ftow Testing on Pneumatic Re-
lease Svstems:
1. NotiVthe authority having jurisdiction
and those in the area affected by the
2. Perf orm PERIODIC NON-FLOW
TEST to verify proper operation of the
Accelerator. Refer to Paragraph 1 1 B-
2: Non-Flow Accelerator Test.
Caution: Performing SteP 3 of this
test procedure will cause the valve
conlrolled bY the Pneumatic re-
lease system to open' Water will
enler lhe system Piping.
3. Ooerate a detector or open a test
valve to relieve pressure from the
pneumatic release system (simulat-
ing operation of the detection system).
4. When operation testing is complete'
return the system being tested to
MODEL D.2
ACCELERATOH
28, 1999 111 e
MODEL D-2
ACCELERATOR
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service. Refer to Technical Data for
the system used:
a. Close the water supply main con-
trol valve.
b. Open all main drains and auxiliary
drains. Allow enough lime to com-
pletely drain the system.
c. Close all drains opened in step "b"
aoove.
d. Close the detector or test valve
opened in step 3 above.
e. Perform steps 1 through 6 of para-
graph l0B: PLACTNG ACCELERA-
TOR lN SERVICE on a Pneumaric
Release System.
1 2 ACCELEFA'TOR II'ANTEMT{CE
(Refer to Figure 2.)
A. On Dry Valves
To remove a Model D-2 Accelerator from
the trim of the dry valve for inspection
and/or maintenance:
1. lsolate the accelerator from the svs-
tem by closing the shut,oft valves on
the accelerator trim.
2. Loosen the accelerator air gauge to
vent the trapped alr pressure from the
acceleralor.
3. Refer to Paragraph 12C: Disassem-
Dty.
B. On Pneumatic Release Systems
For installations with a 1/2" (15 mm) NpT
ball valve between the accelerator and
the point of connection to the pneumatjc
release syslem: The acceleralor may be
disassembled withoul taking the pneu-
matic release system out of service.
'l . Close the 1/2" (15 mm) ball vatve
located between the acceleralor and
the pneumalic release system,
2. Loosen the accelerator air gauge to
vent the trapped air pressure from lhe
acceleralor.
3. Refer to Paragraph 12C: Disassem-
blv.
C. Disassembly
(Feler to Figure 2.)
1. To inspect ancyor remove cover dta-
phragm assembly (2), or actuator rod
(4) with spring (5):
a. Remove the four round-head
screws (16a) from cover (1) and
lift otf cover (1) from housing (7).
b. Remove cover diaphragm
assembly (2) for inspection.
Blow air through filters and ori-
fice. Replace the assembly if
unit is plugged or damaged. Do
not attempl to wash or clean the
filters or orifice. Water may
cause them to become plugged,
requiring replacernent of the as,
sembly.
c. Remove actualor rod (4) with
spring (5) for inspection and
cleaning. Replace the actuator rod
(4) if it is pitted, corroded, or dam-
aged.
NOTE: Replace both U-cups (10),
whenever actuator rod (4) is re-
placed. See Step 2-c.
2. To inspecl ancl,/or clean seat (14) or
inspect and/or remove clapper dia-
phragm (.13):
a. Remove four round-head screws
(16b) from base (15) and separate
housing (7) from base (15).
b. Remove clapper diaphragm (13)
and horJsing sprirg (12) tor irl's@ton.
c. To remove the lower U-cup retainer
(11), and lower U-cup (10) for in-
spection, carefully push them out
of their seat from the opposite side
of the clapper diaphragm (13). Up-
per U-cup retainer (1 1) and U-cup
(10) may be removed by pushing
them out of thelr seat from the oo-
posite side of the housing insert
(6)
CAUTION: Use only a blunt tool,
not more than 1/8" (3,2 mm) di-
ameler, lo push U-cups lrom their
seats. Replace U.cups if dam-
aged, and whenever actuator rod
(4) is replaced.
d. Inspect housing (7) and clean ori-
fices as required. lf necessary, re-
move screen filter (9) f rom housing(7) for cleaning. Replace the
screen fitter (9) if it is plugged or
damaged.
e. Inspect seat (14). lf contamination
is detected, wipe clean. lf the seat
is damaged, remove the damaqed
seat by turning it counterclolck-
wise, threading it out of base (1S).
A 7/8" socket wrench is requrreo.
D. Reassembly
(Refer to Figure 2.)
1. To re.install seat (14), reverse Disas-
sembly Step 2 e.
2. To re-install clapper diaphragm (13),
reverse Disassembly Steps 2.a.
though 2.c. as required.
a. Apply a non-petroleum based lubri-
cant to U-cups and U-cup reralners
to hold them in place during reas-
sembly.
b. Verify that locating pin and screen
lilter holes are properly aligned.
3. To re-install cover diaphragm (2), re-verse Disassembly Steps 1.a.
through 1 .c.
a. Hold actuator rod down so retainino
ring (3) is f lush wirh top ot housin!
insert (6) when inslalling cover dia-
phragm assembly (2).
4. Perform steps described jn para-
graphs 9A and I or 98 and 9C of
INSTALLATION as required to re-in-
stall the accelerator.
5. Refer to Paragraph t0A and/or 1OBof PLACING ACCELEFATOR tN
SERVICE, and Technical Data for
the system used.
6. Verify that the water supply main
control valve is open and all other
valves are in their normal oDeratino
position.
7. Pedorm flow test and/or non-flow
test (as appropriate) to verify proper
operalion of the accelerator. Refer to
Paragraph 11B- 1: Non-Flow Test
and / or Paragraph 1 1 B-3: Flow Test-
ing on Dry Valves.
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Replacespagelll
(modif ied Note B in
@-4 o DENOTES ASSEMBLY SEOUENCE.
NUMBEBS IMPRINTED ON PART. NOTE THAT
THE PLASTIC PAFTS AND RUSBER
OIAPHRAGMS AFE NOTCHED FOF PROPER
ASSEMBLY.
January 28, 1999
1n" NPT Outl.l
a-f, dated March 12,
Paragraph 5).
MODEL D-2
ACCELERATOR
o41
6 i 07748
7l
8 051055
9l10 i11
I1) I ';;,i ] ourooo
2 | 054808
16a&bl 08059
11
17 05472A
18 | 054864
19 i 07048420 1
Cover
Cover Diaphragm Ass'y
Retaining Ring
Actuator Rod
Actuator Rod Spring
Housing insert
Housing
1/8" Pipe Plug
Screen Filter
U-Cup
U-Cup Retainer
Housing Spring
Clapper Diaphragm
Seat
Base
Round Head Screw
Locating Sleeve
Anti-Flood Cover
Anti-Flood Cover Screw
Flrece llrctin^
Various, Nitrile
Stainless Steel 157
Brass Rod
Stainless Steel 30?
Brass UNS-C36000
Brass Casting
Steel
Stainless Steel 304
Buna-N
Stainless Steel 302304
Stainless Steel 302
Polyethersulfone/EPDN4
Brass Rod UNS-C36000
Brass Casting
zinc Plared 1t4"-20uNc 3/4"
Stainless Steel 304
Brass Bar UNS-C36000
Stainless #8-32 UNC x 7/8"
Indicates part is not available from The Viking Corporation.
lndicates part is available in a Sub-Assembly only, See Sub-Assemblv rrsr.
SUB-ASSEMBLIES AVAILABLE
Clapper Diaphragm Kit Various
Various
Various
1998
Figure 2
Form No. F_010898
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June 2, 1994
l,,4anufaclured 1993-
Co||{EcT REGULATEo & ->-
RESTRTCTED AIR SLpfty
TO THIS OPENINC
(sEE NorE 5)
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ll2xlt2xVz
TEE
Note 1:
General Notes:
Valve must be trimmed as shown. Anv deviation from trim
size or a,rangemenl may airect the pioper operalion ol the
valve.
All pipe,3/4" (20mm) and sma er, shall be galvanjzed steel
except when other materials are specified in the Technical
Data tor the svstem used.
When the N4odel E Dry Valve is used on pre-mixed Foam
Syslems, trim piping must be of black steet pipe with cast iron
or rnalleable rron fitlings unless other materials are specified
in the Technical Data for the system used.
Dimmensions in parenthesis are mlllimeter and may be
app roximalions.
llems denoied with I are removed when the oDtional
Ny'odel E Acceierar'rr Trrrtl js insralleci
All trim can be used with Vjking Modet D Dry Valves.
Conneclion lor eleciric Alarm Pressure S,,,! tch lo activate
electric alarm panels. Note: Alter the Dry Valve trips, supply
to this location cannol be shul otf untitthewatersupolVtoth6
Dry Valve rs shu I olJ
Foam Sysiems: When a PORV is used to activate a HalanO
Coated Deluge Valv0, connect ihe 1/2" (15mm) NpT water
s_upply for POBV at this location. (See Viking Foam Sysrems
Engineerlng and Design Data book.
l/2'UNra
t/2 x l-l/z
(J8,r)
ALAFTI
Coxr€cTtoNs5/a' 19., po* 21
llzr v2 x 3t1 lEe
ll2 x l-ll2(58,r) d.i,' -Pvt xva
lt2x ll2 ; 174 COIIPRESSION
ll2'PLuc
Sriur-OFF
VALvE
(NoRnaLLY
0FEN)
ll2 x t-vz
(58, r)
v2x90
ELBOT{
lxll?xl
llZ x l-ll2
(58,D ll
uoo*
llr/8.x 5, 6.
il CoPPER
II TUBING
l(sE! or! s)
ll eucrnrc
ALAHI PAfiET
Cot Eclrot
(SE NorE t)
'@@
lt? \ l-ll2
(58,t)
ll2 ,, l-l12
(58,r)
l/2'ALAFi
Note 4: l' (15mm) NPT connection
for sprinkler.
Note 5: Tube must discharge TO OPEN
DRAIN.
Do not cr mp or plug lubing.
ll2 x l-ll2
(50,r)
v2 x t-v?
(58,l)
l/2'LNtoN
ll? x l-ll2
(J8,l)
ll2x l12
ilt
v2'
PLu6
ll2 x ll2x ll?v2x
ll2 x l-ll2
(58,t)
ll2t ll2''' ....I.:
x l12
ll2 x 90
ELBow cHECt(
VALVE
ltZ x l-ll2
(38,r)
.lJX, A),
\\OJJ\ I
'E?/ l/1. x L
srDE i (65,5)
ourl€r A(GLo€E 6> '
rrz' 1'
PLI,G
ll2 x I ll2
(J8,1)
TO
DRAN
ll2 r,2
l/Z'ALARri
TEST VALVE(No*ruv
]
CLoSED) l/
ttz I r. l'(r0t,6)
ll2x ll2 x llt
U2 x t-Uz
(98,r)
ll2 x 90
ELgow
v? x t-t/?
(5e,1)
VALVE -Fi\X-a,n ?a>lv1' 6t*W
PLUG
ll2 x t-ttZ g
o8,r) v
tFflt
PflHtNG w^rER l:Fh
LeYeL fEsr 'Wy(Lve (,,,/
(Nof,r{Arl.y Kb
cLosED) tr
lIvzxE
I
€05.2) ] Iilv
1"6't/2x9
(228,6)
5't-v?x6(l52,t+)
4'&6'2x6052,4)
l-ll2' A|16|l VALVE
L" 6'
2' AGLE VALV€
DRrP
CHEcK
lt? xz
(s0,8)
DMIN
CUP
t-ti 2 NFT
I
Trim 115
\IKING MODEL E
DRY VALVE
CONVENTIONAL TRIM
Thrs Trim Chart
rs lor use with
the tollowrng Viklng Tim Sels
Size Stardard'lFoam Sysiem
' Siandard Conventional tim
sels lor lhe Model E Drv
Valve consist of qatvaniied
nipples and fittinqs.
" Tnm sels for Nrodel E Dry
Valves used on pre-mixed Foarn
Syslems consist oi black sleel
nrpples and cas{ iron or
malleable iron fitllnqS.
See Tim Chart Noaes
Conventional
Trim provides a
conneclion for
installatio n of a
non-interruptab le
press ure switch to
activate an electric
ararm panet.
(see note 1)
Note 2: Waler flow alarm connections. 314" l20mm) NpT for Water
lVolor Alann (slrainer required) and 1/2" (jSmm) NpT for
electric Alarm Pressure Switch to activate electric alarm bells.
Note 3: Locate listed Air lvlaintenance Device (order separately)
as close as possible to lhis connection.
Fefer to installation standards.
Fecommended location for Air Supervisory Swilch
and Air Mainlenance Compressor connection.
Pipe and fillings shown dashed are not
included in trim packages.
ll? x 90
ELsovi
llzx ll? x ll2
.=;\ \ -. '-
(\N\:'lJ:: )V:/
r.hlPr' ut. r s
**@.* J':]
GLOBE VALVE
-.:' Lxv2xuz
- TFF
Form No. F_030793
TAP
Replaces page 1 15 dated April 27, 1993
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Trim I to
Note 1: Acceleralor and Anti-ilood Device are not includeb
when establishing air pressure on the
dry pipe system. When syslemset
pressure is eslablished, secure th€
Anti{lood lsolationvalve in
lhe OPEN position.
MOOEL E-I
AccELERAToR
(SEE NoTE t)
with trim packages and must be ordered seoaratelv.
Vtking [4odel C or D Accelerator may be
subslituted for the Model E Acceteraior.
Accelerators must always be trimmed as shown.
The Model B-1 Anti-flood Device is alwavs re.ruired.
For instructions pertainrng to pLACtNG iHE
SYSTE|!,| lN SERVICE, refer lo Technicat Data
lor the Model E Accelerator and Model
B-1 AntiJlood Device.
Note 2: Connect nipple to 1/2', (l smm) ou el
prcvided in air supply piping of Modet E Dry
Valve Conventional Trim.
Note 3: Close the AntiJlood tsotalion Valve
June 2, 1994
Manufactured 1993-
General Notes:
Accelerator must be trimmed as shown. Any deviation trom tnm srze or arrangement may affect0peration of the Accel€rator.
when a viking Accelerator is used on pre-mixed Foam systems, tdm piping must be of brack steer pipewith casl iron or malleable iron tinings, except when olher materials aie specified in the Technical ' '
Data lor the system us€d.
Dimensions in parenthesis are millimeter and may be approximalions.
I
l/2'LJHjor,t
ttz x l-ll2
(58. l)
llzx ll2 x
TEE
t-u2
t)l
ll2 x
(58,
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3'6L'v2x3(76,2)
6' tlz x t -tlz (llt1, 3)
ltZ \ l0-l/2
(266, 7)
v2 x t-vz
(58, t)
ll2 x l-l/2
(58, t)
)v2
Stvr c
CHEcx
ExHAUST
FRoI,| AIR
INLET PIPING
(AFTER 0FERAIq{)
VENT TO
ATMOSPHERE
Do Nor PLUG
tlooEl B-l
ANr-FLooD
DEvrcr
(SE NorE t)
v2'
A}rtl-FLooo
lsot_ATtot{ vlwE
(Nod.raLLY opEN)
(S€E NOTE 3)
llZ x Fllz
(5E, r)
l/2'U{oN
ltz x tl
Q79, L)
I
e.2
i3
_dt
E8=t
nt
t
ACCELERATOR OPEBATION
(Refer to Accelerator Technical Data)
1st: System air pressure is reduced.
znd: Accelsralor operates, exhaust-
ing air pressure trom inlel piping
and priming chamber of Anli_
flood Device.
3rd: Anti-flood Device opens, allow_
ing system pressure lo enterthe
inlermediate chamber of the Dry
Valve.
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a u2 x t-u7
I (58, r)
MODEL E
DRY VALVE
WITH
CONVENTIONAL
\IKING MODEL E
ACCELERATOR TRIM
Foruse with Model E Dry Valves
trqutpped with conventional Trim
- This Trim Chart
rs ror use with
lhe following Viking Trim Sets
' The Standard Trirn set tor lheModej E Acceleralor consisls
or gatvanized nipples and fiflings,
" The trim set lor the Modet EAcceleralor us€d on pre_mrxed
Foam Jystems consists ol blacksleer ntpples and cast jron ormalleable iron tittrnas.
See Trim Chart Noies.
v2x90
ErJovl
Replaces page I16datedApril 27, 1993 Form No. F_030793
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Telephone:
Fax:
(616) 945-9501
(.877\ 384-5464
(616) 945-9599
January 28, 1999
1. PRODUCT NAME
Vikino Model D-2 Air Pressure
Miintenance Device
Part Number 02280C
Available since 1973
2. MANUFACTURER
The Viking Corporation
210 N. lndustrial Park Road
Hastings, Michigan 49058 U.S.A.
Shipping weight of Model D-2 Air Pres-
sure Maintenance Device (Viking
Part No. 02280C): 3 pounds, 8
ounces (.1,59 kg).
5. FEATURES
A. Replaceable air filter.
B. Air pressure setting is factory set
at 40 psi (276 kPa\ linlet pres-
sure to 175 psi (1207 kPa)]. Out-
let pressure setting range is 5
to 75 psi (r 2 psi) (34,47 to
517,1 1 kPa). Air pressure setting
may be readjusted after installa-
tion. See paragraph 9-A, RESET-
TING.
C. Ball check to prevent back flow.
D. Restriction 1/16" (1 ,59 mm) to
prevenl rapid repressu rization of
a system.
E. 114' (8 mm) tapped inlet and out-
let.
F. Available preassembled with by-
pass trim. Order Viking Part Num-
ber 07459 (includes Model D-2
Air Pressure Maintenance De-
vice, Part Number 02280C). See
Figure 2 on page 127 b.
6. AVAILABILITY AND SERVICE
Viking Model D-2 Air Pressure Main-
tenance Devices ate available
throuoh a network of domestic and
internitional distributors. Se€ the
Yellow Pages of the telephone direc-
torv for closest distributor (listed un-
dei"sprinklers- Automatic-Fire") or con-
tact Viking.
f Vil.-s i""h"I""rc"t" may ue rornO on
I The Viking Corporation s Web site at
I http://www.vikingcorp.com.I The Web site mav include a more recent
] edition of this iechnical data page.
7. GUARANTEES
For details of warranty, refer to Viking's
current list price schedule or contact The
Vlking Corporation directly.
8. INSTALLATION
The Viking Model D-2 Air Pressure
Maintenance Device regulates and re-
slricts air flow.
1 . The air or nilrogen supply provided to
the Viking Model D-2 Air Pressure
Maintenance Device must be con-
tinuous, clean, dry, and oil free.
2. lnstall the Vikino Model D-2 Air Pres-
sure Maintenaice Device in the air
or nitrogen.supply piping between
two valves to allow isolation of the
device for maintenance and adjusf
ment.
a. A union should be installed be-
tween the outlet of the Air Pres-
sure Maintenance Device and
127 a
Product Note: The Viking Model
D-2 Air Pressure Maintenance De-
vice, preassembled with bypass trim
(Viking Part Number 07459), pro-
vides the necessary isolalion valves,
union, and bypass trim valve. Refer
to Figure 2 oo page 127 h.
the downslream isolation valve
for servicing.3. Bypass piping may be provided to
allow initial pressurization of system
prping more rapidly than the re-
stricted air flow through the A,r Pres-
sure Maintenance Device will allow.
a. Bypass trim must include a valve
which must be closed for the Air
Pressure Maintenance Device to
function. See Product Note
above.
4. The Air Pressure Maintenance Device
must be located in an area where lhe
minimum ambient temperature is 40
"F (4 "C) or higher, and not subject to
mechanical damage.
5. Delermine the appropriate pressure
to be maintained in the system. Reter
to System Data and Technical Datafor the system and components
useo.
6. lf adjustment is necessary, refer to
paragraph 9-A RESETTING.
9. MAINTENANCE
The Viking Model D-2 Air Pressure
Maintenance Device should be checked
for correcl pressure regulation after in-
stallation or repair by noting the air pres-
sure reading within the system. lf ad-
lustment is necessary, refer to para-
graph 9-A RESETTING. The filter
should also be inspected and replaced
or cleaned as reouired.
A. RESETTING
(Reler to Figure 1 on page 127 b)
On installation or after repair, adjust-
ment may be necessary.
1 . Turn air supply on and check down-
stream pressure for desired reading.
2. lf adjuslment of downslream pressure
rs necessary:
a. Loosen lock nut (No. 3)
b. Turn adjusting screw (No. 1) clock-
wrse Io Increase oressure or
counter clockwise to decrease
pressure.
c. Tighten lock nul.
B. DISASSEMBLY
'1 . WABNING: Do not disconnect or
disassemble the Air Pressure Main-
tenance Device without closino the
inlet and outlet isolation valves-(Re-
fer to Figure 2, page 127 b\.
2. CAUTION: Syslem air pressure will
be trapped between the outlet of the
Air Pressure Maintenance Device
e-marl: techsvcs @ vikingcorp.com
3. PRODUCT DESCRIPTION
The Viking Model D-2 Air Pressure
Maintenance Device is a pressure regu-
lator that automatically reduces the sup-
ply air pressure to a presel requiremenl
when connected to a constantly main-
tained air supply.
4. TECHNICAL INFORMATION
LISTINGS AND APPROVALS
UL listed. Guide No. VIOT.
Control No. 955A
C-UL Listed and FM ADoroved
Approved by the New York City
Board of Standards and Appeals,
Calendar No. 219-76-5A
VDS Approved
MATERIAL STANDARDS
Refer to Figure 1 on page 127 b.
N4inimum Recommended Ambient Tem-
peralure: 40 "F (4 'C)
Form No. F_041989
MODEL D-2
AIR PRESSURE
MAINTENANCE DEVICE
Replaces page 127 a-b, dated September 26, 1 996
(added outlet pressure range).
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and the downstream control valve.
Relieve oressure before proceeding
with disassemblY.a. Carelullv loosen the union be-
tween the outlet of the Air Pres-
sure Maintenance Device and
the downstream control valve lo
relleve Dressure.
3. To orevent accidental tripping of the
system, manually maintain system
air oressure at a constant level while
the Air Maintenance Device is out of
service.
4. When olacinq svstem in operation,
open the INLET'globe valve lirst!
January 28, 1999
MODEL D-2
AIR PRESSURE
MAINTENANCE DEVICE
4-B/f6, <t?2 nn) + / - l/ 4' (6,4
dependinQ on Pressure seaarno
2-5.232'(54,8 nn)
l'rl'i.)
Item
No.
Part
No.Description Material SPecitication
No.
Req'd
022734 Adiustmedsqew-Brass, U N$:EMllll2-
2 01791A Spring Stainless Steel, UNS-Sq0200 1
3 022754 Lock Nut Brass. UNS-C3ii000
Cover Brass. UNS-C84400
5 022764 SDrino Retain€r Brass, UNS-C36000 1
6 045054 #10-24 x 5/8"
i 15.9 mm) Lq R.H.P.D.Stainless Steel, UNS-S30200 6
7 Diaph ra!!!Neoorene. AST[9?Q9!--
I Diaohraam Plate Sta in I e ss Ste9l,-UNS$31qQo 1
0641 8A
Schrader Valve Core
Assembly
Brass, UNS-C;2600u
Brass, UNS-C36000
Sta in lessr9le aLU N S- S30200
lal BodV
-l&]-ve il e!,9l-!s-
-Spring --
Ball
Brass, UNS-C84400
-
Brass. UNS-C36000
Stainless EtCglL!Dl9l!90200
Stainless Steel, UNS-S30200
'l
't 'l 1
12
IJ
]
1
1A -d-R-ino Nitrile. {Buna-N)
Retainer Plate Brass. UNS{26QQQ-
16 f r"qrn".'I grass. UNS-c?99!o -
-
17.iF-I Fiher Seal
I rirtei- -
I uoooer. uNb-u I ruuu
I SlrterellBl9lze i
1I 022718 Errer Cup I B,ass. UNS-C36000
'lndic€
-- lndic
SutsA!
Ltes pan is a
etes replace
;sgqbl!e9_
,/ailable in Sub-Assembly
rT ent part not available
o1792A I Draphraqm Assemblv
9, 11-16
17. 1a
07240
n?no7a
Housing Kit _
Viking 4'rg999gre Mainr
Figt
lenance E
tre 1
|evice (Vikinq Part Number 02280C)
Vil(ing
Air Pressu.e
Device(lnctuded)
| / 4' (B r.n)
NPT P|.ug
9 3/ ','
(?47,f nn)
t/e' (15 r,n)
NPT Eut le t
' +/- 1/4' (6,4 nn) dePending pressure sett ng u5e o
l/4' <B .i'r)
I s ot o-l ion
Volves
No r r.r oLL y
Dpe n
1/2'(15 r'r)
ByPossshut-of€ Vo
Nor noLiy
Cto5ed
Fiqure 2
Air Maintenance Device aniPreassem-bled-Trim with Bypass
(Viking Part Number 07459)Reptaces page 127 &b, dated September 26'
19b6 (adde-d outlet pressure range).
hsr ru nu ilourrn ffi Goilpn$$on$
It BASE
rrnnEt
TAN K
MODEL,
MOTOR
H.P.
60 CYCLE
SYSTEM
CAPACITY
GALLONS
60 CYCLE
MOTOR
H.P.
50 CYCLE
SYSTEM
CAPACITY
GALLONS
50 CYCLE
DIMENSIONS (inches)
BASE MOUNTED TANK MOUNTED
TANK
CAPACITYLIWIHLIWIH(ga llo n s
120033'1T20033"1/3 200 1/4 loc 23 13 33 13 25 10
1T29050r 1/2 290 1t3 240 23 11 13 33 13 25 10
1T425100-
3/4 JOt)1t2 260 23 13 33 13 25 10
L425100.1 425 3t4 320 23 I\'33 13 25 10
1620100'1T620100"1 620 3/4 460 23 14 15 36 15 30 20
1900150"1T900150'1-1/2 900 1 o /:)23 14 1E 36 15 30 20,l3UUJUO
1T 1 300300-3 1300 ?800 23 15 36 15 30 20
1T1600300'
1T2000500.
3 1 600 2 100 34 16 28 40 18 44 30
12000500-5 2000 3 1500 34 16 28 40 18 44 30- L25UU500-
Refer lo Tech Data
1T2500500'5 2500 3 1800 34 16 28 40 18 44 30Herer lu tecrl uara une6ls tor vollaqe Raltngs
IEsrngre rnase E=|nree Phase
ld -50 to End of Modet Numbef lo Specity SO Cycte
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/- ."
Ir.uss Hmnr$$ons
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E6tr --l
-Lq=E It----tii-. 'tl')"i I/ :'-*-'. r If --l
L-'w' I
RISER
4OUNTED
MODEL
NUMBER'
TANK
MOUNTED
MODEL
NUMBER'
MOTOR
H.P.
SYSTEM
CAPACITY
GALLONS
60 CYCLE
SYSTEM
CAPACITY
GALLONS
50 CYCLE
DIMENSTONS (inches)
RISER MOUNTED TANK MOUNTED
TANK
CAPACITY
L W H LIWIH gallons)
)L1 1016AC oL1 1016ACT 1/6 110 90 1499 32 13.5 22.5 10
)L21533AC _oL21533ACT 1t3 ltc 200 169l0 32 13.5 23 10
oL3355OACT 1t2 270 16 I 32 13.5 23 't0
L42575AC oL42575ACT 3/4 425 340 17 11 9 32 13.s 23 10u15251 00AC o15251 0OACT cz5 420 17 11 9 32 13.s 23 '10
16751 0oAC oL67510oACT 1 540 20 18 10 14 z.+20!,L6UU'15OAC
nits 1 15 0r 1 15/rl
oL800150ACT 800 640 22 18 10 35 14 24 20
RI$IR ilt0ultftll
*eEFiEtq*- oil.less Ai
automatic and desi
0il-les$ Plston Selections sir
h ilR iltff1ffilfiilc]DilGl$
REQUIRED BY CODE for all.Dry Pipe Installations, g-==;,r;-,?;; ULlFM Approved Air Maintenance Devicescontrol the amount of air availabie to'be fed into the'cliy pip" rntt"* ro iirat tne 'olume of air available while
:iI,.1,11,T^€,ll: systempressure does not effect the abtiity bf tli" *ut", to -o.,u through the piping system. Twomarn stytcs {otlrers availahle _ consult tlre factorv)
I
Sompressors are fuily
tor easy installation.
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swllch
[t tisled
Pressute
fill the system to 40 pSIG
within 30 mi as outlined rn NFPA pamphlet
13.
. Uniaersa
9IANDARD EQUIPMENT: Units are fully
automatic and include pressure switch, check
vah,e, safety valve. Molors are single phase (three
phasc available) and include therrial bve.l.,ua
protection. Fractional horse power models are UL
listedn. Each unit comes staridard with Universaliqr Mounting Kit.
Check Valoe
. BuiIt-In I Oaerload Protection
ser Mounting Kit Included
AMD.2
Model AMD-2 is used for
automatic operation in
conjunction with a dedicated
air compressor for the sprinkler
system, such as base mounted units.
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AM[-1
Model AMD-1 is used when
compressed air is supplied
through.an existing iictory
a1r supply or when using
tank mounted units.
lms: iltilfrrat r
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oSHA Inclosed
Ben 0uard
tMA RalBd Motor,
1 tisled
lnduslfial 0uty
Comprsssor Pump
Automatic operation of Base Mounted Air
Compressors is obtained by the use of the
*--"E?s'-"*_i Model AMD_2, ULIFM Air
Maintenance Device. Compressor Oil in ot.
containe.rs, and a pressure relief va lve arelllcluded wrth everv unit.
Tank Mounted Air Compressors are rntesra llvmounted on A.S.M.E. aii receivers to off& fuither
ease of installation and versatility. Multiole drvvalves may be supplied from the one .oi.rp.urlo,tank wtuch rs a constant source of air,. Tankmounted units should always be used when anaccelerator is required on the sprinkler svstem.
Use fnEssrn4 -Modet
AMD_1; ulliM i;;--^'
Maintenance Derrice, when required. CompressorOil in quart containers shipped with every'tankunit.
Integral Ail hralc titter
, A.S.M.E. Safety Valzte
o Industrial Air Check Valz:e
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Sleel Base Ptate
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Inffiil0ulfflt-
I ur usred
ilIlllA Ratsd M0t0r.Pres$[re $wilch
llrisreil
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l##
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lir Pressure
0auge
Air
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I @PqffHB,,VSR-F
VANE TYPE WATERFLOW
4!4RM SWTTCH W|TH RETARD
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I U,S. Pat. No. 9921 989
Canadian Pat. No. 1009680
Other Patents pendinq
Potter Electric, nO., tdSO
!1, ULC an_d_CSFM Listed, FM and LpC Approved, NyMEAAccepted, CE Marked
Service Pressure: Up to 450 psl (31 BAR)
Minimum Flow Rate for Alarm; 1O GpM (30 Lomr
Maximum SLirge: r 8 FpS (1 0 m/s)
Contact Ratings: Two sets of SpDT (Form C)
1 5.0 Amps u 125/2SOV AC
2,0 Amps at 30VDC Resistrve
Conduit Entrances: Two knockouts provtded for 1/2,,condurt
Environmental Specif ications;. Suitable for indoor or outdoor use with factory installedgasket and die-cast housjnq.. NFMA 4/1p54 Rated Enclos'ure - use v,/tth appropriateconduit fittjng.. Temperature Range: 40"F/120"F, 4.5.C/49.C. Non-corrosive sleeve factory installed in saddle.
Caution: This device is not intended for applications in explosiveenvironments.
Sizes Available: Steel pipe schedules 1O thru 40, sjzes 2,,thru 8,,BS 1 387 pipe somm thru 20omm
Note: For copper or plastic pipe use Model VSR-CF.
Service Use:
Automatic Sprinkler
One or two family dwelling
Residential occupancy up to lour stories
Nationat Fire Alarm Code
NFPA.13
NFPA.13D
NFPA-13R
NFPA.72
Optional: Cover Tamper Switch Kit, StockNo.OO9001BI
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GENERAL INFORMATION
]f":_y,:d", VSR-F is a vane type waterftow switch for use on werspnnkrer systems. tt is UL Listed and FM ApproveO ioi ^" onsteel pipe; schedutes 1O through 40, sizes z"ti.,r, a;Jioril"tnru200mm).
LPC approved sjzes are 2', thru 8,, (50mm thru 200mm).
The unit may also be used as a secfional waterllow detector onlarge systems.
I5^:y conlains two singte.pote, doubte throw, snap acrion
.t_*'1.19" and an adjustabte, Instan y recyc,jng pn"ur"ti.'r"_tard. The switches are actuak
minute (3e r-pm; or mo,e oc;;;:,ffff;:?l":i;:i3i:::ffJ
flow condition must exist for a period of ,irn" n"..r.uiy i-ou"ucome the selected retard period.
ENCLOSURE: The unit js enclosed in a general purpose, die_cast housjng, The cover js held in place with two tamper resis-tant screws which require a speciai r,.v ror'r..rnouj.'iji.ri',"-stallable cover tamper switch is availabte ", ".'"pti.. *ii.nmay be used to indicate unaulhorrzeo removal of the cover. Seebulletin no. S4OOT75 for installalron instructions of this switch.
INSTALLATTON: SeeFig.2
These devices may be mounted on horjzontal or vertical pipe.On horizontal pipe rhey shoutd be in.trrr"o onln. t* .ii.'.j,,n"prpe where they will be accessible. The unils snouio noi Oe in_statled within 6,' (1scm) ot a titting wnicn cnanges ine oir".t"^
"rthe watedlow or within 24', (60 cm) of a uufuJ oi Orar,
-"' '
Drain the system and drill a hole in the pipe using a circular saw
:i: :]"i:l-::d dril. rhe 2,, (50mm) antd 2 1/2,, 1"0smm; Jevicesrequlre a hole with a diameter al j 1t4' + t n, _ |.t/., r.>.>
:-2:.t lr otn"' ri.".ieqrir"
"-nor" *in; #.;,ji:1rli:il$(50mm t2mm)
Ci-ean lhe insid€ pjpe of all groMn or other material Jor a dis_rance equat to the pipe djameter on erther side of the hole.
l:! l!" ""?. so that it may be insefied into the hole; do nor bendor crease it. Insert the vane so that the arrow on tf," ,"lOf"points in the direction of the waterf low. Install the ."JJf . ,iupand tighten nuts alternately lo an eventuat 50 ft_lbs. (6g n.m) oftorque (see Fig. 2). The vane must not rub the in.iJ.'oitn. i,p"or bind in any way.
Specifications subject to change without notice.
1.Phone;8oo.325.3936/canada888.882.1833.wWW'potterStgna|.comI
I
t\,,tKT. #880000.1 _ REV T
t\.4FG. #5400761 - t0/01
PRINTED IN USA
PAGE 1 OF 2
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@PqffHB,,".
FIG. 1
SWITCH TERMINAL
CONNECTIONS
CL.AMPING PLATE
TERMINAL
VSR.F
VANE TYPE WATERFLOW
ALARM SWITCH WITH RETARD
FIG.2
RETARD AO,] I-] S TI.,1E N T
TO CI-]ANGE T I,IE TUFI] KN']A IE TlEA NIioioiI;'eo : iri,l1,""'".?.'r'Juu? I li i,'
o"
:.lO-U_N- Ol- eE-cFo \Ec!ssrq\ .o poF. L\ |FALSE ALART/S I n" srrrrN.- r< ' . ,^, i:
^
oiou";i io"" i"i "_1c;),; : !'s?Tl;,
2 lo 2 1t2
r50mm ra 65n rnl
: to 8"
(80mm 10 200,nml
DO I]OT LEAVE CO\./ER OFF FOR
EITEI.]OED PER JD OF TII"1E
CAUTION:
An Llninsulated section of a
s Ingle conductor should not
be looped around the termi-
nal and serve as two sepa_
rate connections. The wire
must be severed, thereby
providing supervision of the
connection in the event that
the wire becomes dislodged
trom under the terminal
TIGHTEN NUTS
ALTERI..]ATELY TO AN
EVET.ITUAL 50FT,LgS {68 n rr
OF TOROUE
tv'tHlJEl COU
rREDr N O
!aLACkrN.c
t40UNT OU PTPE SO
ARRQW ON STOOLE
Po I'ITS IN DIRECT oN
OF \^/ATERFLOY/
ROLL PADI]Lt IN
OPPOSITE D]RFCIION
OF WATERFLOW
DV/G #761-30
APnPOT RETARO SETTDTCS irN SeCS I-r---_--ralelcDiF
io 2b 20-40 rs.ss i so.zo oo-so
I Ftc.3 TyptcAL ELECTRTCAL CONNECTTONSr ,.,,,- .'-.,:,,: .., ,
NOTES:FIG. 4,:,. ,. 1 The Model VSR-F has two | _-
.--,.. .. .,.i;,"t i ,,' r,,,,'o .i- .;-;:-i switches, one can be used to | ]^o--fuT9u" knockouts: Place- .' - '"' , :;-- .:..:' '',:jl, operate a centrat station. Dro- | screwdriver at edge of knock-i i -.-lrT,.f.*operate a central station, pro- | 5t'rcwurlver aI eogg o
prietary or remote sionalino I outs, not in the center,I .!;" i :; -: i - . ,l --: .':1 ,. :- . prietary or remote signaling
t
-- ;: --+ - , ! unrt. whrte the orher conta.t i<
-j.,--.--_-, -i ._ , l-.1 -'i :::.1::^?T:',1:-11?caraudib,eor vrsual annunciator.
I lJ-, L3: :..1 i-- iil-i L-l 2 Aconditionof LPcApprovaroiI r -:l l-i .T.: this product is that the electri-I :..- i, .,, .,r,:i._,-r: .r:,:._,:., -,.-...- T entry Inust be sealeo to
I*r-l .-
tions drawing and cauro" I
I-note(Fig.1)'1.'.
I APPLtcAlor Due to the possrbility of 'n'll"l9?g discharges caused byp_res-sure sur.ges..rrapped air..or shorl retard times. waterflo\,,i swrrcnesr :lX';:""Hili1::3 J.':iy*";prinkler svsteis .-norii ""i o" used as rh! sore initiaiing oevice to discharse AFFF. deiuse, orI chemicai suppression systems. us useu db Lrle sole Inlllatlng devlce to
I TESING
l!^"^11"_Ou9n.y 9f inspection and testing for the modet VSR-Faccordance *itn uppli.ruL riipA cocjcq An.r qi.^^^,^^ ^^.,,1i1]tt^
u:-t:ciated protective monitoring system shoulcl be inI i:T:,'yF.i[i"i?5{:::ii,i'pn
coo"u'
"n'r
si#;';";;i;iili'T'",""T;;?l#::;L:?#;;iil*','.J;',",T,,;:3;Hi:;l.
ir.i"oilr'.l;i" liif,.8'J,: iTl,-,ii;lfil:,::y,i'y,i""'1'^"-'.:lll-^??l.jll:Iosr.remote branch rine, shourd arways be used rortest purposes lf ihere are no - '-' v ruucrtuu dr trre erlo oI Ine most remote branch,line, should always be used
vof.1-F rs nor recommendeo ...ojl|iliti,l
ttt testing the operation of the flow detection orui." on rne system, application or theVSF-F is not recommended ir aovisable.I vS8-F is not recommended oi advisable
f f"|l:rl p* ?f ]9 sp. (ss Lpm) is required to activate this devjce.IMPORTANT NOTICE: pteas
resrecj in annnrrirnna ,^,,," ,,^^ l:^l9Ylie the person responsibte for testing of the fire protection system that this systern must betested in accordance with the iesting jnstructions.r#
r\,lKT. #8800001 - FEV T
MFG. #5400761 - 1o/01I
PAGE 2 OF 2
I
I @PQIHB",,,MODEL PSlOA
PRESSURE SWITCH
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Dimensions: 4 3/ 4" (1 2.1 emlw x 2 1 I 4" (5.7 cmlD x4 3/8, ( 1 1. I )H
Enclosure: Cover . Die-cast with textured red powdercoat finish
Base - plated Steel -
Pressure Connection: 1/2, NpT lvlale
Factory Adiustment:
Operates on pressu re increase at 6 ,t 1 pSl (.41t.07 BAR)
Operates on pressure decrease at 5 r1 pSl (.351.07 BAH)
Maximum Differentiat: 1 pst (.06 BAR)
Maximum System pressure: 2S0 pSl (17.2 BAR)
Switch Contacts: SpDT (Form C)
1 5.0 Amps at 125/2SOVAC, 2.5 Amps ai 30VDC
One set in pS10_1A, Two sets in palO_2A
Environmental Specitications: Inooor or outdoor use
NEN/A 4/lpss Fated Enctosure _ when used with properconduit
fittings
Temperature range: _40.F to 140"F (-40"C to 60"C)(Not for use in hazardous locations)
Service Use:
PSlO-1A Single Switch - Stock No.
PSlO-2A Double Switch - Stock No.
1340101
1340102
Automatic Sprinkler
One or two family dwelling
Besidential Occupancy up to tour stories
National Fire Alarm Code
NFPA-13
NFPA-13D
NFPA.l3R
NFPA.72
U-Land CSFM Listed, FM and LpC Approved, NyMEA nccepted, CEMa rked
Tamper: Cover incorporates tamper resistant fasteners that reouire aspecialkeylorremoval. One key is supplied with each devl"". ioropt,onacover lamper switch kit, order Stock No. OO9Oj 34.
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INSTALLATION ANDTEST PROCEDURES
The Potter PS 1 OA Series pressure Actuated Switches are designed forthe detection of a watedlow condltton rn automatic tire sprinkler svstemsof particular designs such as wet systems wltn afarm-cfrecX'uju". o,dry pipe systems They may also be used to prouiou u Lun ;;"."rr"
::p"il,ro.ry siglrat: ]hey may be adjusted to operate on pressurebetween 4 and 20 pSt (.27 and .4 BAF).
MOUNTING: Device should be mounted in upright position (threaoeoconnection down). Requjres NEMA type a .oiOrit nro io'i o,ltioor.insiallations.
T,.ESTING:.The operation of the pressure atarm switch should be testedupon comptetion ol installation and periodically thereafte, in accordan""with the applicable NFpA codes and standards anOlor tne autfrorityhaving jurisdiction (manufacturer recommends qua(erly or more fre_
WETSYSTEM:
y^ET:O? I : When using pS 1 0A and controi unit with retard _ connecr-- ruA Int0 atarm port piprng on the input side of retard chamber andeiectncally connect pSl0A to control unit that provides a retard tocompensate for surges, lnsure that no unsupervised snut_otivatvesare present between the alarm check valve and pS 1 0A.
y:IlgP? When usingthe pSl0Afortocal be|appticarion orwithacontrol that does not provide a retard feature . tn" pS i On .u.l O"
installed on the alarm ouflet side of the retard chamber of the sprinKtersystem.
TESTIN-G Accomplished by opening the inspector,s end-ol_line resrvarve. A ow ttme to compensate lor system or control retard.
CAUTION: Method 2 is not applica ble for remote station service rjcoif there is an unsupervised shut-ott vatve between th; ,l;,;;h;valve and the PS10A.
WETSYSTEM WITH EXCESS PRESSUFE:
Connect PS t0A into alarm pon piping extending from alarm checkvalve.Fi-eraro provistons are not required. lnsure that no unsupervised shuforr vatves are presenl between the alarm check valve andlhe pS10A,
TESTING: Accomplished by opening the water by.pass tesi valve orrneinspector's end-ot-line test vatve. When using L.o_Llli* t".i
"]r"*time lor excess pressure to bleed off.
DRYSYSTEM:
Connect PS 1 0A into alarm port p jping that extends lrom the intermediatechamberof the ararm check varve. Insta on the ouflet siae oiitre in]tinech.eckvalve olthealarm portpiping. Insure that no unsrp"r""j anrtoff valves are presenl between the alarm check valve a"j tn" pij On
TESTINGi Accomplished by opening the water by_pass testvalve,
CAUTION: The above tests may also activate any othe r circuit closeror water motor gongs that are presenl on the svstem.
Potter Electric signar company . 2oe 1 craig Road. st. Louis, [/o, 63146-41 61 . Phone: 800-325-3936/Canada g88_8BZ-1 8g3. www.pottersignal.com
PRINTED IN USA
PAGE 1 OF 2
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MKT, #8810001 . REV I
MFG. #5400923 - 1o/01
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@Pqf;HB",,."
DIMENSIONS
NOT[:
rO PREVENI
LEATGGI. APPLY
ITFLON T'P'
SIALANT TO ,ALE
IHREADS ONLI.
USt 0F PIPE JCrNTCIMINI VAY
RESULI IN
oESrRUCIION Oa
]HE APERIUPI
ANO LOSS OF
SICNAL.
Dwa.
TYPICAL SPRINKLER APPLICATIONS
WET SYSTEM
WIIH TXCESS PRESSURE
i-ll
,11)2,
i
4 lla
MODEL PSl OA
PRESSURE SWITCH
SWITCH TERMINAL CONNECTIONS
CLAMPING PLATE TERMINAL
.-t-'
An uninsulated section of a single conductor should
not be looped around the terminal and serve as two
separate connections. The wire must be severed.
thereby providing superv.sion of the conneclon in
the event thal the wire becomes distodged from
under the terminal.
comply wilh
PRESSURESWITCH
TERMINATTON
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wET S/SrEv
WITHOUT tXCtSS PRESSURE
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spInkter head,
owo' ,,closing of any shutoff valves between the alarm check valve and the psloA will render the psloA inoperatrve. ToNFPA-72 any such valve shall be electrically supervised wttn a supervrsory switch such as potter Model BVS.
TYPICAL ELECTRICAL CONNECTIONSI
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sr?LE D (CLr.s i) srpERVrsaD LOOo
l3'-ijtl3: ;?1 l;"-t^".I?l'I!m,service pressure rating of 250 psr (17.2 BAR) and shail be ractory adjusted to operate on pressure increase ar- i* Jj"i.":,::":T)^,,::':.:i^1llo" ".: (1)orrwo (2) spDr contacts rared ar 15.0 Amps at 12s/2sovAc and 2.5 Amps ar 3ovDc.]I :::,:: i:r.:: sha,^be_weather proof and oit resistanr. ,n. .0"",.;;;;;;;;;*il:#;.
L'JflL CIRCTJIIIP.AiJ'|ORMIR OR SAIIERY POWER
."=tli?Fi:;s. r-qI- -_l
."."J==,JEE .$ 6 6
s 3 3;,i."* E9 =,; !.. r,- -no F€eissN!r'2-6- -_
Due to the possibility of unintencJed discharges caused by pressure surges. trapped air. or shon retard trmes, watedlow switches that areI monnorlng wet pipe spr/nkler systems should not be used as the sore initiating device to discharge AFFF. deluge. or chemical suppressjonI sTsrems.
- ENGtNEEFyABcHtrEcrspEctFtcATtoNS
;"??':."1f_:J1,,:j:?..y:t.j"^:..:r11 ?:-a,y:der
psloA as manuracrured by potler Erecrric sisnar co. oi st LoLis. Mo. and shall be insta ed
I Drar uv d tvroqet trbtUA as manulactured
11. ln" sprinkter systems as shown on the drawjngs anOloispecifieO irerein.
! :wllches shall be provided wilh a 112" NpT male oresslra .^nna.r,^n r^ h6Ig:,lf:."T""::111".,:"j, i1:,"j::::.j:d ill" rhe ararm check varve or a -wet,.sprinkrer sysrem or
$;ri,:, ?':s:'"te chamber or a "dry" pipe svsrem ".0 ,n"ii ol,.t'"t#rr filil :i-ffi:i:'T,;i:1Js:':'iffi .t"J;.',!:TiTH:
Model
No.
PS 10.1 A
PS1O.24
BVS
Des c riptio n
Pressure switch with one set SpOT coniacts
Pressure switch with two sets SpDT contactsHex Key
Cover Tamper Switch Kit
112" Ball V alve wilh tamper switch
Stock
1340101
1 3401 02
5250062
0090 1 34
1010150
APPLICATION WAFNTNG!
PRINTED IN USA
PAGE 2 OF 2
lThe unii shan be UL and CSFTV Listed. FM and LpC Approved, "r; ffi;;;;;.I
MKT. #8810001 , REV T
MFG. #5400923 - 1o/01I
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I OPqmm,,,,OSYSU.l , -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
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I OSYSU-1 Stock No.
OSYSU-2 Stock No.
1010106
1010206
UL and CSFM Listed, FM Approved, NYMEA Accepted,CE Marked
Dimensions: 6.19"1 X 2.25',W X S,88,'H
1S,7cm L X b,7cm W X 14,6cm H
Weight 2 lbs. (0,9 kg.)
Enclosure: Cover - Die-Cast
Finish - Red Spatter Enamel
Base - Die Cast Zinc
All parts have corrosion resistant finishes.
Cover Tamper: Tamper resistant screws,
Optional cover tamper kit available.
Contact Ratings:
OSYSU- j: One set of SpDT (Form C)
OSYSU-2: Two sets of SpDT (Form it
15.00 Amps aI 12SI2S0VAC
2.50 Amps at 30VDC resistive
Envi ronmental Limitations:- NEMA 4 and NEMA 6p Enclosure (1p67) whenused with appropriate watertight conduit httings.. lndoor or Outdoor use (Not for use in hazardous'
locations. See bulletin no. 5400705 OSYS_U_EX
for hazardous locations. ). Temperature Range:_40"F to 140"F (-40.C to 60.C)
Conduit Entrances:
2 knockouts for 1/2', conduit provided
Service Use:
Automatic Sprinkler
One or two family dwelling
Residential occupancy up to four stories
National Fire Alarm Code
NFPA-13
NFPA-13D
NFPA-13R
NFPA.72
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GENEML INFORMATION
The OSYSU is used to monitor the open position of an OS& Y (outside screw and yoke) type gate valve. This devicers avartable in two models; the OSySU_.1, containing oneset of SPDT (Form C) contacts and the OSySU-2,"ctn_taining two sets of SpDT (Form C; contacts. ln""uswitches mount conveniently to most OS a V urju""ranging in size from 2" to 12,,(bOmm to 300mm). They willmount on some valves as small as l/2', (12,Smm).
The cover is held in place by two tamper resistant screwsInat require a special tool to remove. The tool is furnishedwith each device and should be left with the buildin! owneror responsible party. Replacement or additional cover
screws and hex keys are available. See ordering informa_uon on page 4.
OPTIONAL COVER TAMPER SWITCH
A field installable cover tamper switch is available as anoption which may be used to indicate removal of the cover.See ordering information on page 4.
TESTING
The OSYSU and its associated protective monitoring sys-tem should be inspected and tested in accordancJ wrthapplicable NFPA codes and standards and/or the authority
having jurisdiction (manufacturer recommends quarterty ormore frequently).
lotte, Eluct,ic Signal Company . 208.t Craig RoI
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MKT, #8820004 - REV P
1AO1
PRINTED IN USA
PAGE 1 OF 4
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@Pqf[m,,osYSU- 1 , -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
FIG' 1 SMALL VALVE INSTALLATTON - 1/2' THRU 21r2,, (12,smm THRU 63,smm) srzEs
THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2 'TO 12' OS & Y VALVES THEY WILL MOUNT ON SOMEVALVES AS sMALL AS 1t2" (1z,sMM). r-Hoori nrev ee REeuTRED oN vALVES wrrH LrMrrED cLEARANCE.
o
CLAI,4 P BAR
STOTTED MOUNIING HOLES
N/AY BE USED FOR FINE
ADJUSTI?4ENT OF SWITCH
ON BRACKET
BRACKET
DWG. #979-3
CARRIAGE BOLT
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2.
SMALL VALVE INSTALLATION
1. Remove and discard "C', washer and roller from the trip
rod.
6. Remove the OSYSU, File a 1/B', (3,2mm) deep groove
centered on the mark on the valve stem utilizing;3/16,,
(4,8mm) round, non-tapered file. Round and shooth the
edges of the groove to prevent damage to the valve
packing and to allow the trip rod to move easily in and outof the groove as the valve rs operaled.
7. l\,4ount the OSYSU with the trip rod centered in groove.
8. Final adjustment is made by loosening 2 screws (see Fig.
1) and sliding the OSySU on the bracket. Adjustment is
correct when switches are not actjvated with the trip rod
seated in the valve stem groove and that the switches
activate when the trip rod moves out of the groove.
9. Tighten the adjustment screws and all mounting hardware.
Check to insure that the rod moves out of the giooue
"ustyand that the switches activate within one turn when the
valve is operated from the FULL OpEN towards the
CLOSED position.
NOTE: CLOSE THE VALVE FULLY To DETERMINE THAT
THE STEIVI THREADS Do NoT ACTIVATE THE SWITCH.
THE SWITCH BEING ACTIVATED BY THE STEM THREADS
COULD RESULT IN A FAISE VALVE OPENINDICATION-
With the valve in the FULL OpEN position, locate the
OSYSU across the valve yoke as far as possible from thevalve gland, so that the trip rod lays against the non-
threaded portion of the valve stem.
Loosen the locking screw that holds the trip rod in place
and adjust the rod length (see Fig. 4). When adjustedproperly, the rod should extend past the valve screw. but
not so far that it contacts the clamp bar. Tighten the
locking screw to hold the trip rod ln place.
NOTE: lf trip rod length is excessive, loosen the lockinq
screw and remove lhe trip rod from the tr,p tsys1. g5;6j
0t ers break off the 1 {25mm) long notched section (sJerrg. br. t-{ernstall trip rod and repeat Step 3 procedure.
Mount the OSYSU loosely with the carriage bolts and
clamp bar supplied. On valves with limited clearance use
J-hooks supplied instead of the carriage bolts and clampbar to mount the OSYSU.
Mark the valve stem at the center of the trip rod.
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r\4Kr. f8820004 - REV P
12t01I
PRINTED IN USA
PAGE 2 OF 4
t
ro @PqHm*,OSYSU.l , .2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
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FIG.2 LARGE VALVE INSTALLATION -
3" THRU 12,, (76mm THRU 3o0mm) VALVES
USE CARRIAGE BOLTS. BOLTS MOUNT
ON INSIDE OF YOKE, IF THERE
IS SUFFICIENT CLEARANCE
SLOTTED MOUNTING
HOLES. MAY BE USED
FOR FINE ADJUSTMENT
OF SWITCH ON BRACKET.
DWG. #979-4
3" THRU 12" (76mm THRU 300mm) STZES
ERACKET
CLAMP BAR
CARRIAGE BOLIS
(2 REOUIRED)
GROOVE
VALVE STEM
TRIP ROD
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LARGE VALVE INSTALLATION
1. With the valve in the FULL OPEN position, tocate the
OSYSU across the valve yoke as far as possible from thevalve gland, so that lhe trip rod lays against the non-threaded po(ion of the varve srem.
2. Mount lhe OSySU loosely wjth the carriage bolts andclamp bar suoolied.
3. Loosen the locking screw that holds the trip rod in placeand adjust the rod length (see Fig. 4). When adjustedproperly, the rod should extend past the valve screw, butnot so far that it contacts the clamp bar. Tighten thelocking screw to hold the trip rod in place.
NOTE: lf trip rod length is excessrve, toosen the lockino
screw and remove the trip rod from the trip lever. Usinq'pliers, break off the one 1,, (25mm) long notched sectio-n(see Fig 5). Reinstall trip rod and|.epe-t Step 3 proce_
du re.
4. Mark the valve stem at the center of the trip rod.
5. Remove the OSySU, File a 1/8" (3,2mm)deep groove
cenrered on the mark of the valve stem utilizing ; 3/8,,
(9,5mm) round, non-tapered file. Round and smooth theedges of the groove to prevent damage to the valvepacking and to ajlow the trip rod to move easily in and outof the groove as the valve is operated.
6. Mount the OSySU loosely with the trip rocl centered ingroove.
7. Final adjustment is made by loosening 2 screws (see Fro
2) and sliding the OSYSU on the bracket. Adiustment is"
cor.ect when swjtches are not activated w,th tie trio rodseated in the valve stem groove and that rhe switches
actjvate within one turn when the valve is operated from theFULL OPEN towards the CLOSED position.
8. Tighten the adyuslment screws and mounting hardware.
Check to insure that the rod moves out of thi orooveeasily and that the switches activate withtn ond turn whenthe valve is operated from the FULL OpEN towards theCLOSED position.
NOTE: CLOSE THE VALVE FULLY To DETERMINE THATTHE STEM THREADS DO NOT ACTIVATE THE SWITC;THE SWITCH BEING ACTIVATED BY THE STEN/ THRLADSCOULD RESULT IN A FATSE VALVE OPEN INDICATION,
l\4KT. #8820004 - REV P
12/01
PRINTED IN USA
PAGE 3 OF 4
@Pqffm,.,OSYSU-1, .2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
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FIG. 3 DIMENSIONS FIG,4 PARTS
euc' "i.\\'-.
ll
_E
225
iDo
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ROOREIRACTED .33
BREAKING EXCESSIVE ROD
LENGTH
FIG. 5
SWITCH TERMINAL
CONNECTIONS
CLAMPING PI.ATE
TERMINAL
ryPICAL ELECTRICAL CONNECTIONS
IO SUPERVISORY CIRCUIT
OF CONTROL PANEL
INDICAT NC
DEVICE
ENO OF
LINE
Dwc. #979 - I
Contacts shown in normal (valve open) condition.
ryPICAL SWITCH ACTION
OPEN V,ALVE POSIIIoN cLoSED VALVE POSITIoN
CO M.
sw #1 sw #1
-$-*'"CAUTION:
An uninsulaled section of a single conductor
should not be looped around the terminal and
serve as tuo separate connections The wire
rrJSt be severed. thereby provdinq superv,-
sron ot the oonneclion In the event tnat the wire
becomes dislodged from under the termtnat.
l\,lKT. #8820004 - REV P
12t01
ORDERING INFORMATION
MODEL DESCRIPTION STOCK NO.OSYSU-1 Outside Screw & yoke-supervisory Switch (Single switch) 1010106OSYSU-2 Outside Screw & yoke-supervisory Switch {Do;ble switch) 1O10206-- Cover Screw s4g1344-- Hex Key for Cover Screws and Installation Adjuslments 5250062- Optionai Cov6r Tamper Switch Kit 0090131
For pressure reducer type valve installation kits (if required) contact valve manufacturer.
PRINTED IN USA
DwG. #919-2
PAGE 4 OF 4
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@PgffHB,MODEL PS4OA
HIGH/LOW
PRESSURE SWITCHES
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MODET PS4OA PRESSURE SWITCH FOR MONITORING HIGH
AND/OR LOW PRESSURE VARIATIONS
UL and CSFM Listed, FM and LpC Approved,
NYMEA Accepted, CE Marked
Dimensions: 4 314' (11.jcm)W x 2 j14,, (S.7cm)D x 4 3/8,,(11.1cm)H
Enclosure: Cover - Die-cast with textured recl powdercoat finrsh.
Base - plated Steel
Pressure Connection: 1/2', NpT Male
Factory Adjustment:
PS40-'1A: Operates on decrease at 30 pSl (2.1 BAR)PS40-2A: Operates on increaseat50 pSl (3.5 BAF). andondecrease at 30 pSt (2.j BAR)
Pressure Range: 10 - 175 psl (.7 _ 12.1 BAR)
Maximum Difterentiat: Approx. 2 tbs. at 20 pst (.i4@ 1.4 BAR)
5 tbs. at 175 pst (.35@121 BAR)Maximum System pressure: 250 psl (li .Z AeAl
Switch Contacts: SPDT (Form C)
15.0 Amps at 12S12SOV AC, 2.5 Amps at 3OVDCone set in ps4o-1A, Two sets in ps4o-2A
Environmental Specif ications:
Indoor or outdoor use
NEMA 4/1p55 Rated Enclosure _ when used with properconduit fittings
Temperature range: -40.F to 140"F G4O"C to 60.C)(Not for use in hazardous locations)
Service Use:
Automatic Sprinkler
One or two family dwelling
Residential occupancy up to four stories
National Flre Alarm Code
NFPA.13
NFPA.13D
NFPA-13R
NFPA-72
PS40-IA Singte Switch - Stock No.
PS40-2A Double Switch - Stock No.
Tamper: Cover incorporates tamper resjstant fasteners thatrequrre a special key for removal. One key is supplied with eachdevice. For optional cover tamper switc|t kit, oider Stock No.0090134.
1340401
1340402
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The Potter PS4OA Series are pressure actuated switches oe_signed primarily to detect a j 0 pSl (.2 BAFI) i*"-"r"
""01",::^:r"^?:-: lr". normat system pressure in automatic fire sprin_Krer systems.
Typical applications are air pressure supervrsion in drv ornesystems and pressure supe,vis.on of pressure ,unt, un iupivor water supply,
INSTALLATION AND TEST PROCEDURES
Mouniing: Device should be mounted in upright positjon (thread_ed connection down).
Requires NEMA type 4 conduit hub for outdoor installations,Dry System: Connect PS4OA jn air suppty line on lhe system siae
of any shutoff or check valve.
Provision for testing the unir can De accompljshed with theinstallation of a Potter Bleeder Valve (Model BVL) in lhe line'to thePS4OA.
Testing: The operation of the pressure supervisory switchshould. be tested upon completion of installation and pe'riodicalry
thereafter in accordance with the applicable NFpA'roOL,
""0standards and/or the authority having jurisdjction (rn*rf""fur.|.
recommends quafierly or more frequen y).
CAUTION: Testing the pS4OA may activate other system con_nected devices.
ffi
PRINTFD IN USA
PAGE 1 OF 2
MKT. #8810002 - REV R
MFG. #5400924 - 1ol01
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I @Pgf;88*,,.IVIODEL PS4OA
HIGH/LOW
PRESSURE SWITCHES
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DIMENSIONS
NOTE:
Ig LnFyEltr IEAKAGE, AppLy TEFLoN rApE sEALANTrO MALE THREAOS ONLY.
WARNING:
USE OF PIPE JOINT CEMENT MAY RESULT tN OBSTRUC.TION OF APERTURE AND LOSS OF SIGNAL,
FIELD ADJUSTMENTS; Tne operattng po:nt of l.resw.tchrorswtrcnes on the p540-2AJ can be adjusred lo any pornfbetween lO and 175 pst (.7 and 12.1 bAR) OV t*"i.,iir.,.adlustment knob(s) ctockwise to raise the act'uation joini
and counier-clockwise to lower the actuatjon porn1. ln lhecase oi the pS40-2A the two swlc.res operate cornoleielvndependentJy or one another. ano each sMrcn .aV U6adjusted lo actuate at any point lhe system requlres. Flnatadjustment should be made with a pressure gauge.
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ADJ!SlMTNI(fr0Es
(12.1.6)
Pressure Switch Terminations
PRESSUR€
INCREASE
2.)ta
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1Jj5
Dv,ta i924 3eI
t Typical Sprinkler Apptication _ Dry System
vatvI
8VL
CHTCK 8V5
Dwa 11924-1 WATER
8Y-PAs5
TE5I
VALVE
N.C,
coM. o ---rlj= *.o. IPFISSUFE J -,/ Y I
oecnrrse l\- ,\ -l-(, (, L)
COM, N.O. N,C. 0ryc- 1926_3
os&Y
VALVE
CHECK
VALVE
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Typical Electrical Connections
SlcN UN6
OEVCE
Switch Terminal Connections Clamping plate Terminal
vttc. 1926-1^ n6H Lor
NOTE: Switches are shown in standby condition with ,,normal,,
press!re apptied. Swjtch #1 (high) changes with pressure increase.Switch #2 (low) changes with piessure decrease.
LOC^!crRcurr
eN0
IINE
Aasr5l0R
Ordering
Model
P54O.1A
PS4O.2A
BVL
Information
Description
Pressure switch with one set SPDT contactsPressure switch wilh two sets SPDT contactsBleeder Valve
Hex Key
Cover Tamper Switch
112" Ball Valve with tamper switch
t=<%,,
;:"tt'''t
Stk. No.
1340401
1340402
1000018
5250062
0090134
1010150| 'us
An uninsulated section of a single
conduclor should not be looped
around the terminal and serve as two
separale connections. The wire must
be severed. thereby providing super
vrsron ol the connection in the event
ihat the wire becomes dislodged lrom
under the terminal.
I Engineer/Architect Specifications
I Arr pressure supervlsory svJitch shall be a lvlodel PS40A as ."i:11-.lr:"j by potter Erectric srgnar co. of St. Lours, N,4o and shal be Instared onrne sp nkter systems as shown on the drawings anOlor as ;;ecfreo herern
lThe un* shalt be UL and cSFtVt Lisred. FM and LpC Approved, ;ffiil;.;;;;;;.rI:f,II.TED N USA
- sv/itches shali be provided with. a 1/2" NPT male pressure connection to be connected into the air suppry rine on the system side oi any shut-offI valve A Model BVL bleeder valve. as supptieo oy'Potiei irJii. signur co. of sl. roris rvo
'oi
Jqurvarent shal be connected in rine wrth theI PS40A to provide a means of tesiing the op.."ttn oii " *p.*uony switch. (see DWG. #924,1)The switch unt shall contain sPDT (Form c) switch(es). one switch sha operaie at a pressure decrease of 10 psl (.7 BAR) from normar. Iri\Jo switches are provided the.second switch shall "p"rr," "t " pressure increase of 1b psr (.7 BAR) from normar. switch conlacts sha, bel"*,itlt;l"Ai?'t;',;'.titjlll:"iil,?Af.;t-5ovoc-ii",nits shail have " n."*i,ui., piessu,e ,ailns or 2s0 psr (17.2 BAR) and shail be
The switch housing shall be weathefproof and oil resrstant The cover shall incorporate tamper resistanl screws.
t\,4KT. #8810002 " REV R
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srYla 3 (clrss B) suFEF,rsEo crRcutr
MFG.45400924 - 10/01 r-Autr z uF ?
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POTTER
ELECTRIC SIGNAL CO.
2081 Craig Road . p.O. Box 28480 . St. Lours. Mc 63146
Toll-Free (800) 32s.3936 . (314) 878.4321. FAX: g14 E7g 7264
@"VS.SP
VANT TYPE
SWITCH.
WATERFLOW
SMALI. PIPE
SERVICE PRESSURE
MINIMUM FI.OW RATE FOR
UP TO 250 PSI
ALARM -4 TO 10 cPM cHARACTERTSTTCS
U.I.. LISTED
DIMENSIONS: 2 %"W x 43/+,, L x 5Vt', D
5.Zcm W x 12.1cm L x 13.3cm D
WETGHT: 1,28 Lbs. O.B0 kg
ENCI_OSURE: Cast Aluminum
Finished: Red Enamel
CONTACTS: One Set of S.p. D.T. (Fornr Cr
15.00 Amp @ 125/250V. AC
0.5o Amp. @ 125V. DC
0.25 Amp. @ 2s0V. DC
2,S0 Amp, @ 0_90 V.DC Resistive
Optional- Add,L. S.p.D.T. (Fornr C) Switch
Order Switch Kit No.0090013
USACE: Listed. plastic pipe, Schedule 40lron & Copper pipe.
Fits pipe sizes _ I ", 1 %", & 1yr.
Note: 3 paddles are furnished with
each unit, one for each pipe size.
SIZE SIZE ,,TEE" FITT rNc REQUTRED1" 1,,x
1 %" 1vt" x
1Y2 " jy2" x
ENVIRONMENTAT LIMITATTONS;
OPTIONAL: Cover Tamper
Order Stk. No.
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" x 1"
%" x 1"
Yz" x 1"
Stk. No. 111 1 l0l
40. F/1200F
4.50 C/ 49" c
S wit ch
5420 220Par. No. 392 t989I
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TL^ a/^-J-r\/..^
-
I i,E rvruucr vJ_)r ts a vane type waterflow switch for use orrwet sprinkler systenrs that do not have an alarn., anu.t u"t*.
Screw the device into th" ,,rert fitti^g;;ffit"
depth of 9/16". Care must be taken to properly 'orient
th"These units may bc used as sectional flow indicators on lare:;sprinkler sysrems. The VS_Sp can also b. ;J ;; ,;:-sprinkler svstems in mobile homes and residential dwellinss.
INSTALLATION: These devices ma;, be mounted in a
|1li:.:r, or verrica I pipe On horizontal pip",f-"r ri""f a'U"lnsra ed on the top s ide of the pipe ivhere thev will be accessi_ble. The unirs should nor be instailed within 6., of. ,rlu.draln orfittingr,,,hich changes thedirectron
"f
,f.,. ""i.rfi"*.
The \1odei \ \-SP i. shinnprl ,n irh " r .. ^-rr r^_ ,-_-_ with a 1,, paddle installed. fi rt
i:-?:,":* on lr'' .o' 1t/2 pipe. remove rhe 1 paddle andInsta the correct size paddle.
CAUTION: Tighten both screws holding paddle.
Failure to righten screws could result i" l.rr;;;;j_dle in pipe.
The unit has a i " NpT threaded bushing for installation in a
i|!:iliiori* "TEE" fitting. See information above for properrcE Stze.
device for the direction of waterflow_ {See iigure l.)
I ne vane must not rub the inside of the ,,T EE,, or bind in anyway. The stem should move freely when operated bv hana.
CAUTION: The proper paddle size must be used forthe size pipe berng used - | " , 11/+" , ot 1V2. .
The device can also be used rn copper or ptasttc pipe instal_lations with the proper adapters so that a siandard ,,TEE,, fit_rng may be rnsralled on the pipe run.
FLOWADJUSTMENTS: The small coil spring holds the vanein the.normal position against the direction oj the waterflow.
It can be adjusted if necessary to restore fully, but do not over-trghten, as this will decrease the sensitivity of the device.
TESTINC; Operation of the unir is checked by openins the"lnspection Test Valve,, at the end of the sprinkleilin" o"r ihudrain and test connection.
4-87
BUTTETIN 737 1 OF 2I
I VS-SP
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OPTIONAL.
sEcoND swllcrl
A VAILABLE IF
REOUIRED.
SWITCH KIT
sTK. NO. O0 90013
S$/ITCH TERMINAL CONNECTIONS
CLAMPING PLATE TEBMINAL
IMPORTANT
I IN OIFECTION OF
WATERFLOW
WARNING
AN UNINSULATED SECTION OF A SINGTE CONDUC.
TOF IS NOT PERMITTED TO BE LOOPED AROUND
THE TERi/4INAL ANO SEFVE AS TWO SEPABATE
CONNECTIONS- THE WIRE MUST BE SEVERED TOSEFVE AS TWO SEPARATE CONNECTIONS,
THEREBY PRQVIDING SUPERVISION OF THE CON.
NECTION IN THE EVENT THAT THE WIFIE BECOMES
DISLODGED FROM UNDEB TERMINAL,
SEFIVICE USE:
RESIDENTIAL SPRINKLER
CENTRAL STATION
LOCAL
AUXILIARY
REMOTE STATTON
PROPRIETARY
Ftc. 1
IIIE UNIT IS SHIPPEO WITH AI" PAOOLE INSTALLEO, tF IT
rs To aE usED o8 a t-114"
OR I.1/2'PIPE FEMOVE TII E
1" PAODLE AND II{STALL THE
CORRECT SIZE.
CAUTION:
TIGHTEN AOIH SCREWS
HOLOING PADDLE. FAILUFETO TIGHTEN SCREWS COULO
RESULT IH LOSS OF PADDLEIH PIPE.
CAUTION:
IHE PROPEN PADOLE MUST
BE USEO FOR !", 1-tl4", OR
otaEcTroN
OF FLOW
THE DEPTH TO THE INSTDE BOTTOMOF THE 'TEE" SHOULD HAVE THE
FO LLOWIN G DIM ENSIONS:
'TEE" FITTING SIZE DEPTH REO.1-x 1" x 1. - APPHOX. 2_1/16.1-1t4' x 1-1t4' x 1' - AppROX. 2_7/16"
1-1t 2' x 1-112" x 1' - AppROX. p_11t16.
DWG.5400735-32
NFPA-130
N FPA.71
NFPA-72A
NFPA-728
NFPA.72C
NFPA.72D
DWG. s400737.30A
\\\ (a
MOUNT SO ARROW I. \' .
oN BUSHTNG POTNTS lf | ^ \-=-/
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TYPICAL ELECTRICAL CONNECTIONS
SWITCH INFORMATION
switcn nction l$fr![
ALARM-
-\ix o
coM.C'_1.
_-o t{.c.
TYPICAL CONTROL PANEL
CONNECTIONS
End Of Line Resistor Type
Open Circuit Type
TO PANEL
Closed Circuit Type
N.C.
Local Bell ,, Horn Connection
l.o-
I lo-lEl The lod6l vs'sP has one s P.D.T. switch. An optional second switch is availabte if required. For axampte, one switch wourd connectI lo an annunciator panel, and the optional switch could b€ u86d to opsrate a local bell. order switch Kit: 00goo13I flc.2
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TO PANEL
TO PANEL
THE SYSTEM SHOULD BE TESTED ON A MONTHLY BASIS TO INSURE PROPER OPERATTON.
THIS DEVICE IS NOT DESIGNED FOR USE ON "DRY PIPE,'SYSTEMS.
1,ffi;;PRINTED IN USA
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BRK s electronic Multi-Alert Sounoer combined with BRK,s
;19:?oil:?ffd:+l'J:ij'#,J:*;fi i":,:"*?'r: j::."c,''itv
sound from 8 different alarm sound combinatl6ni. --'-
The Mutti-Alert Sounder mounts direct to a standard 4,,
;?.'€:":l:[i$,1:,:f x.:J;l?,L.lll.",li!1[11-1,*.i1,'".",
I i'i Jr"io"r'j,irr?rn,,ie
n t c o n s u m pt i o n a nd ca n o pe rit" lio.'
The selection of a sound is done simply by breaking variouscombinat;ons of rhree tabs on the elecfronic printeO" ciicu-ii
L:ilfl .,??ff lEl'"1:,ii;&,#,.l"li_,%1i1Tilb't""
Il9 lgrn may also be used in combination with theBRK Signat Strobe.
The Signal Slrobe is an electronic visual warnino sional thatflashes approxlmately once every two seconds. in"i,ql_l' -
Inrensrry slrobe tight uses an extremely reliable xenon llashIuOe wttn tow current requirements. The electronic circuit isencroseo wtthtn the durable polycarbonate lens. All circuitsare.pota zed to be compatible with DC alarm suoervisionano sartsty the tatest code requlrements for visudl signalling.
The strobe works independen y, but it may be mounted onlop ot rne horn. When mounted alone, it mav be eithersemi-fl,rsh or surface mounted, depending o'n tne Cnoice otmounting plate options,
I Signailing Strobe Multi-Aler1
Sounder 12/24 VDC. High Rellability. 8 _Varlable sound outputs (user selecl)t Low power consump on. Low Inventory costs. Slandard backboxes 4,, square. U.L. listed to Std, 464r Can be Installed in varlous
combinallons wlth or wlthout trlm plates
r Convenienl rnounting lo
standard boxes or horn. Solld stale circuitry wlth
extended operatina llfe' ii?'8e "J,'llil;$taoes. u.L. flsted to Std. 1639. 3-Year Warranty
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MA-12/24 Sounder '12 & 24 V
N/A/SS- t2 Stro belsounder lZVMA/SS-24 Stro be,/Sounder 24VSS-12 Strobe 12VSS-24 Strobe 24V
-=. .- i::. -.;',111i tr*
lccqslo.]el are rct packaged wrrh rhe i\'/uttr_Atan Srqnat Strobe-he MLlrAlarn Sounder ;s I2VDC,2AVDC The Sionai S,r"i,. --
should be specified j2VDC or 24VDC. Order by Mo-dei and Vottaoealong with the mouniing accessories to suit you ruuqrlr"nrenG.---
MP-CC Mounting plate Conceated ConduitMP-F Mounting ptate FlushMP-SF Mou nting plate Semi_Ftush8B-D Backbox DeepBB-STD BackboxStandard(Galvanized)
, rr il l,: !-i I i E ;;T ri ft A !_,i tr 1 1,,; i i'j g E ;:l l f-: +: !f {: i iri ar}.'Jr i:jrlji
The l,4ulti-Alert Sounder (Strobe) sha be BRK Etectronic,sA/A/SS Series of approved equal. They shall be U.L. l;te;-ror ttre protective service and Shall provide 12VDC or24VDC inputs, with field selectable sound selections lrom Bdifferent sounds with a sound output up to 101 dBA pe;k a1'10 feet. The sounder shall include screw terminals tor ln orrfield wiring. The sounder and or strobe shatt surface mountto a standard 4" sq_ x 2i/8,' backbox and shall semi-flush.o!f l_lo9 standard 4,' sq. x Zt/8" backbox or flush mountto BRK's BB-D 4" sq. x 23/i' (ssp backbox.
.'rj'il,.r r,,i E't i.i * g {} grtl.rrna $
The sounder shall have the option of having a BRK flashingsigna.l strobe or equal mounted to the froniof tn" .ornJaiand the strobe must be capable of operatrng in tandem orInoependen y ol the sounder.
The integral strobe shall have a white polycarbonate lenswith red FIRE lertenng. The potarized stroOe sna opeiarelrom 12 o( 24 VDC panel and snalr prodLlce at leasr lCandela or the equivalent of gO0O peak candle po*u|, utapproximarely one flasn oer 2 seconds. All .roders snatl bernrsned In a red finish
-,-r .tE- -;-gi =r y;,1h1
Note: Strobe Current: 30 mA @ 12V & 2SmA @ 24V'dBA measured in anechoic room at iO feet
The acousticat^oulput shalt rneet the cur.ent requrren enrs olUL Standard 464.
Tone
800 Hz Continuous
800 Hz lntefrupted
800-1000
2400 Hz lnterrupted
2400 Hz Continuous
Slow Whoop
Swept Frequency
Fast Warble
Break
Tab
N0ne
A
B
C
A8
AC
BC
mA
12U 24U
20 3s15 3020 402A 3520 4025 40
50 12020 35
d8A'
Average
12U 24U
85 9085 9187 92
90 9589 94
86 9287 9283 89
dBA-
Peak
12U 24U
92 9792 9793 99
94 100
93 100qd 0q
m roils4 egl
dBA
Rev. Room
12U 24U
7SU
76 81/9 84
81 8784m
78 83
s1 84
78 83
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il =24,'kzrn illea-sro llfl i4f o*(17'r
'SS Serles)
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i rt ':t.jie it:l.i rr,.:.
BB.STD
MA-1A24
{,. t'ff;,f.tft - -
:-eN:Li-;-ltl l!i
BB-STD
lli..rr.l r a. ;e!' i'rit itj .Ji,,,tr -;
Iir,l.-=hr l.,a t,i., rrt
f)'.;
--: ,:, f i.
, ',i,p1 :.,1':.-l ti1.,riret
t =i:, ,:ii
BB.STD
MA-1,,24
9'.,'l,l:.lr+l p;i,.1 ;l; ;l :"-,=
$ .-1 "f 4 r1 g1 f,*r-l 31; iii
trmWM,lil%'
MA.1z24 \ tl'kllt t
,. **.\$oo
E- #ffiffi= sysrem r"nro*,u,.,on
r'_i.i9gYflg6..*Fgfr*S z5o rtacclure Ro"d nuror",I ' .'-.-:=:i=:;,l -'-,, - ,-- .-: .:- -, -,:.--= -:'-llllnois 60504 (312) 8s1-7330
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PRODUCT DESCRIPTION
z?2 - o )tzes
/^', /a-'{u9 {u@>
Ftq!e5i /r.raulc
8. 12" Sizes putJrt zn.,. ltt1 i.( a.t|)<
.l
-++H
Series 705W
+1,+ F<-L+
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VICTAULIC@ IS AN ISO 9OO1 CERTIFIED COMPANY
'.'jciai' tic 0cr;rpl,:,i :t Ate,.i;r_
r-r.r r,i..1 +J00-P lC{-Vt! i-Arjl- it2-5E!2)
Fat i10 2i0-8817
! :iie.;lc Ccrirailv ,! it,,:C?:
thcr't 416-6i5-55i5
Fai 4t6-675-5505
e,mail vicaanada@/,clault.arm
rricia,.tlic E,tfc'te
Phon: 32-9.381.1500
Fax 32-9-380-4438
e-ttal: r r,ew D@riLlaulf, ha
'..l..iia!ll;c Ayi., r 3,:iiic
Phtne.65-?'35-3035
Fai 65-235-0535
e-mail vicap@ryiclautr[ [om
Series TOSW
FireLockrM Butterfly Valve
With Weatherproof Actuator
For 3OO pSl Service
a!.'" a ; ti !.,1'.,,:.J ;a j 1,": :t t,a ?., t
2'-,,-,: z:r't :+:,---,: l:. r_:l_
-': : :.'.':.a : - .-,'.'- : -,: :;. :,'; ., :,,. -.
t : .
..:at
i, :, 7i,.: i,,.,,_) ? ;,: .: i, t: : a.. :. !
)..!. -t !i-L
Weatherproof Actuator
jr-11,;1 .,L.,1.,r :,..,,-,-ti,eS i,:t','ai,t: arr :.i.'atlal:,)e Zla 12
7 :: rt - 12.: ! Ir !-ri DJr- ,,t|i:l
,P i.l
,Strpply-side Tap
)alia. tt)1ll /a .2\ A!--...) -
!i;isui:: ii-reir._,? Lii;:;
Phone: 610,559,3300
Far:610-559-3608
e-mart. vicat@viclaulic conl
a'.1 art') a.:. ar-,i a i-f i ra
a1:. . t; ,-. ". I rPl .jr.: rt,,
: - .. :.a. : ::.a'. a:: .a - t .-': a .: _. .
'J:-:a" .. _a: :,1:',,_, ::t-.r-i.-,-,r.:: ..':: . t., -_ I _y:i, r;,... 21;.,,
:ri -- , iy; ,;1 ;;= ;- , t, ..:,, ..:: :j::::t-;,laie :lfi ;:-ti--,:,2,: . I ft.:
l'i :if.,-llla-,-lrat raaixr! a.t-r :i t-rj iSl
L2 ,.1.arl-i f-rte,l ,rrr all o!.,lrfs1-l,,tiaa: /'l,rtcLtl:i I,,t e,,l lt_
Llriral IIrt.r1t^r--:ilt. rr .-,f) i.a|.b;: )
DIMENSIONS
stTF
Nominal ln.
21,2
2
Dim enslons -. r',".r.,..71_ir* =_-. s"ries 705w with rap
Hgt.
c D E l-
Aprx,
Wgt. Ea.
Lbs./kg
H J K
r' arl
t\,4n;N P3AO!32 2le e .J7 702
t- a2
1?7
9.1
s s,!LA0 ". 92 2AA ! -q7 r?7 221 15,{t o b_a
-tt
..lL-
1.Q2
-.:a) tt
313 77 1t 48 1??lt lrz J 5()i91 : '15 732 a.-t7 231
163 11,??
;;;
271 :l 1r5 Ea9 .?i 2l.J ! i,t t 29",t'?,r2:j'.
.2
1n
).r!1 914 lt -ai 3 '1:a t5a
:12 tr cl r, t1 93:tt 3-': '.t?I:,t1 a i)E i _.,i 2.,'i a 'r'l
'4,
't 21 25 t-:
_tF,'a 2t
32 i2a 'i ,t-.2a)
;---:--:
t:-:22 )
:--a:a'l
ata (r ,a tl ,. )
',4.,t 2.45 _?.20
--'
t': t;a:
i 1?.ti: ' - ' l-.::--=-- ----: i: ,2 -: i --.--------.-'=2taa.-, I I
r-nAil pi'tk./,c@viilau|||" rrm
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MATERIAT SPECIFICATIONS
lEr SWITCH AND WIRING
r #H",;::"i#:"J
I srzes; Series 7O5W pW _ Tr,.,:
. .. r= t::l: ri-.,_ijtta r.l-rt ,.. ltia,
| - .-.I;; .!..,.,,ir:u7 liii
Bodyl -, I ,itr.,::r, .: ,r:,:oL:r-:::-: cr
.-.i::.: .- ':l'r, :::...;_ r_,.,_li_!8,
,,.;.-: r .'. 1l: L:a:i: ",,--l.- '-',;;,:',,, .,[f_ t:,__.] Li.:n..,r:rrC
Disc: , ,::::.: .::.-. -_:t.,,- t-.]--: ::- ... -t .::..: -i-i:a-. .-..1 .- ---:jr: ;:.':- a.--.-.-,- .?-, i .i : : a\it,-.l
PERFORMANCE
II*t::::::l-l
:r I il -,1- . ',,-.;).)i.,it-!, _ a ,l
. . .: .t. : :.:i.::., i-ar--.i.i t.
. | ,:- i.. -,.;,:a.t, a.tt,.at:, -:t
, it :::ri L ;,,i1-,c
Di6c Coatinq
f Grade ,,E; EPDMzt.,'jt ;;r==r"',a:)!, t, a
Te:i-ri:e:.. r tr': tai-,?a :1,.a :,.-Z:t)rl | '.1.t_ ..: _,.'!-,.,_.
.'=',-1'a:' =:'.._:: :., ):: ai.::.4'_ -- _: :a_.-_-,a ..- a_ -.:.:
'p,:r
I -li : .ial!- : :; :l:,,1:_= a- -is
'_:. - :i;,-;l. z:,)..:.-.1,.. 1;,.,1-.,..- :. I :t: '::: --
.. - : : t_
Cu Values
a: i.l,tE:: i,,t .t ; . 'i. ,,.,,u, ,,-_
-t:,( )'l +itJ .-: . .I:. ? i-.11., :,i !a,
,at,ia'11'.:i, ;,.,r., tr-, .,-,,. l.al,le
r'eir''t;
I tr .j f l':i r',l.rt-r.il 4,, t.al5, .;.., ;,y,ru,
' i t, ::.aitlir:
a',- ,. , : -,-,,. -.a,1 _:-.,.: :,;.:i
..] :--1I I:t 'i Ef r -..-r1_ LL-l
',:. f tt a:'.
Stem Bearings: l._:: r ::-_,:-.::.
::.^a:: :. : :: a:'i :-1 -i - ..--. : -:aa :a.t a :.:.:t:!. t:aal,:it:t
Stem Bearing Nutsi r ta:r:.-,
Z'.::. :..,',..-., : z'.: :
^et, r.!rY, _:_ :.::- _: _
Formulas for Cu Values:
/ l:
clr'
a)=( '!.! iia:l
Bracketi 1.=:t, : :-.e=- .:=- ::z:
Actuat o ri
J 21/2. 6" (?3,0 - 168,3 mml:ll a !,1: a' | 1-.t a.- ::.: :i ;-,:, a a :...-
,aa )':a,:a :f,; --:i.--l ::-s,:-::
J 8. 12' (219.1 -323,9 rnm):;::al .-': I I:, a::1 '_':...-. ti --,: ai::A1-
r.-j.i itlt -t : :a.:l:t::. l-, s:lt;
I,A/here:
q-Fr.,'.rtGpIni
AF - Prr:ssrlre Diol; ipSlt
C) . - Fy-" t,, C,tefirt,:t tt-
Actuator Fepair
Irt tlr-- r'nll!:ei.rr eire !11, -.! ar) a,-at)at:t f;,tj,-rr g .:tr::fri.ra.. a.,:1,)a-;a:-.
iepraaall-rtir i .S l-..,rUI : :i
i^Lt, REPL.q,CEI',,lEi IT F,ARTS
L,tusT EE,-[]'i.r,iliED Fnr rt,l-i1E l/i.r-t ll-lFr a_IUI-]EF Ta
.r_S :ri,ri! tF:apa? ,i i,Ei:.i-l _!t ;
1iE:.ti-,tur_l :,:r -rlt,_.tai!i i_,,c
1lc 1r11q:11, ii_o,.rttres at sel,a,
ret:1,,--att:n:: srrh as i:.
.r:ai|'- a,l11 :1,.aii't-..:,1 :, 1 .,
; -laltJl.a ar.rt.-.:r i--.a ii=i
"' ir'.: -'.-,1 : ,.1:-iall:r:tat-
:_
! r:: :.- =i ._,'
.[!.,'-,.'-'-' : :\ l1
-l
-.: ... , .:t _ !rt ...." . -':.:.
[=.,.
-
-,,-:,
5-{ i'::..-,_:.:. :,-.I i:: *. .-. . -.:r.;
t! -:..
".1 -r-'!,
-- t::.:u _ :o'rr. '-o"r-_i_
Ii'i"t;'n"'"""Switch
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nal Inches
21. i
I ll T.rt
J
cv
CrI !e9")
'J25
225
SIZE
Nominal lnches lc"(Futt Open)
- t,a
JIZE
Nominal Inches cv
(Full Open)
i39,7 mn E
i4co
-
a'J0lr
I 115C 1tl
;
1e5 1 n'..r,trr2
iz5a
12
-;.t-'t,i.:t:"::1,::-.:
l,ri.r:]!treat /.r. ).a.,xr..,., _ rrt:tLr:13 sha b. nsr.r i',l f;.:i;Jl..95:]e..t|.|:..1t|iI.j.t'.rn:.D|.].],J.i:[e.lL:1l..s
SPLUIt-IUAI /0/v5 A/Vu
I N STALLAT I C N //VS IRUC Ii O/VS
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I MILWAUKEE V*L,Y,H
,@*
LISTED
APPROVED
ULBB-SC040300a.cd.
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t SPECIFICATIONS FOR SLOW CLOSE o-I
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APPROVED
For use with fire protection
Approved by the New york City Board of Stds. &
Appeals under Calendar No. 996-g1 -SM, for 175 psi and
Calendar number 720-83-SA for 350 psi and 500 psi.
(500 psi rated valves not snown.l
ALL
PATENTED
SLOW CLOSE BUTTERBALL VALVES...
r provrde slow opening and closrng properties in a quarter-
turn valve. The purpose is to eliminate hydraulic shock
and water hammer in fire protection and other liquid
systems.
. are available with or without an internal, pre-wired
supervis0ry tamper swttch assembly. When mounted on
any slow-close valve and wired, the switches signal
movement of the valve disc from the full open position.
r are available factory mounted to a valve or as a kit for field
installation on previously rnstalled valves.
r have switch ratings of:
'10 Amps/11 5 VAC-60 Hz
0.5 Amps/28 VDC
o are equ,pped with tamper switch assemblies FOR
INDOOR USE ONLY.
o have UL/FM ratings to 175 psi. (Also avaitable at 350 psj
and 500 psi with N.yC.B.S.A. approval.)
BUTTERBALL SLOW CLOSE
TNSTALLATTON (BB_SC)
A. The EBSC can be installed in any orientation in a
piping system using standard Naflonal pipe Threads.
Wrench should be used to hex on the encl of valve
being threaded to pipe. pipe seatants should be used
spaflngly.
B The valves with internal switches can be easjly wired
in the field. They will have two switches, switch_1 wjll
have dual leads on the terminats. This switch is to be
connected to the supervisory circuit of a Listed alarm
control panel. Switch-2 will have single leads and may
be connected to auxiliary equipment per direction of
the local authority having jurisdiction. Cap any
unused wire leads with wire nuts and tuck into
JUnction box. All connections shall be reviewed and
approved by the local authority having jurisdiction.
C. A 14 gage green wire has been fastened to the
interaor ofthe housing and is to be used as a housino
ground.
D. Recommended type of wire to be used is No..16 Dual
Rated UL 300V 80 C and 300V 105 C.
E. Instaliation must be in compliance with NFPA 72 and
13, or bonded and grounded per Canadian Electrical
Code Part 1 .
F. The 8B-SC, BBHSC (threaded_end) and BBVSC.
BVHSC (grooved-end) valves are intended for use
with schedule 40 and/or 80 pipe, sizes 1", 1_114", 1_
1 12", 2" and 2-1 t2" perANSt 836..1 0.
INSTALLATION FOR NEWYORK CITY VALVES
N.YC. special valves have a large flow jndicator which
points in the direction of the valve disc, indicatrng open or
closed. The valve should be installed in a position where
the indicator is readily visible.
TISTED
sprinkler systems 175psi.
MODEL DESCRIPTION SIZESI
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BB-SC100
BB-SCSO2
BBVSClOO
BBVSCSO2
BBHSClOO
BBHSCSO2
BVHSC.lOO
BVHSCSO2
Valve Less Switch
Valve With Switch 175 psi - Threaded Ends NYc BSA
Approved
1 1-114" 1-1t)'
z , z- |l
2,2-1t2"
Valve Less Switch
Valve With Switch 175 psi - Grooved Ends NYC BSA
Approved
Valve Less Switch
Valve With Switch 350 psi - Threaded Ends NYc BSA
Approved
1' , 1-1 t4" , 1-1t2" ,
2", 2-1t2"
Valve Less Switch
Valve With Switch 350 psi - Grooved Ends NYc BSA
Approved z',,2-1t2.
ULBE-SC040300a.cdr
I
buttgrball " BUTTERFLy vALVEs
_ .u,i,_- "D" - 'A -
_. BB-SC100 (Threaded Ends)
Sizes 1", 1-1t4", 1-112", 2",2-112"
BBVSC100
3 piece with
Grooved Ends
Size 2"
BBVSClOO
Uni-body with
Grooved Ends
Size 2-112"
VALVES LESS SUPERVISORY TAMPER SWITCH ASSEMBLY
VALVES WITH SUPERVISORY TAMPER SWTTCH ASSEMBLY
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ALL DIMENSIO
M.4O ARE DII,,4ENSIONS USING
SCHEOULE 40 PIPE
M-80 AFE DII\IENSIONS USING
SCHEDULE 80 PIPE
N-40 IS FLOW RESISTANCE
EXPRTSSED IN EOUIVALENT LFNGTH OF
SCHEDULE 40 PIPE
W IS THE WRENCH MAKE.UP LENGTH
ULBB SC040300a.cdf
NYC INDICATOR
(Available on both switched
ano non-swttched models. )
BBVSCSO2
3 piece with
Grooved Ends
Size 2"
MATERIAL LIST
Uni'body with
Grooved Ends
Size 2-112"
1-13132 1-11116 NO,PART MATERIAL gPECIFtCATtON
1 Indicator Sintered lron F0008P
2 Housing Bronze ASTM 584
3 Body Bronze ASTM 584
4 Handle Brass
5 Disc Stainless Steel Type 304
6 Disc Seal EPDM Elastomer
7 Switch Housino Die Cast Aluminum
WIRING DIAGRAM
(swrTcH PostTtoN VALVE FULL OPEN)
SWITCH 1: DUAL LEADS
LISTED FIRE ALARM
CONTROL PANEL
SUPERVISORY CIRCUIT
RED
TO NEXT INDICATOR
OR
END OF LINE RESISTOR
SWITCH 2: SINGLE LEADS
!r9en !:ad provided is ground for switch housing
Switch Rating: 1OAMP/ 11S VAC
.5 AMP/28 VDC
Cap unused leads with wire nuts and tuck inside junction box (not provided)NorE: Valves incorporating supervisory tamper switches are for indoor use onrv.
- SUPERVISORY TAMPER
SWITCH - 1/2' ELECTRICAL
iCONDUtT
-/- = << \V'.3s 3Fl I
N62 ! al) z_u - - - 8FA^g Fflv/2 nfr
,v'vg
trfrR^=U :.E=Uicl(, !; <
\ri
I UL LISTED
JUCTION BOX
Milwaukee Valve Companv
2375 South Burrell Street '
Milwaukee, Wisconsin Sg2O7 -15g2
lelephone 41 417 44-5240
FAX 4141744-5840
www.milwaukeevalve.com
ULBB-SC04030Oa.cdr
MILTA/AUKEE VALVE
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Gheck Vafves
f=- -l
|r
i ill\, - ";./
ri
''-=z
li' :: t:
' A-+
<-A -> <- , E
Ilil lil +''-'li!- Iri 1'+--_2{
€
Typical 21/... 3'
rdm*lo
PHODUCT DESCRIPTION
,1-
'ur t 'U,Cl_-..:ai,!-,.
%
DTMENSIONS
,:': _ rl -.. ',r _i:t- -
..!,.--)',. t,:t-_.,,i i -,- ;,_ i-.
r -.irr,|r,i .r.i.
j-,.!- /! - :+!))\, I rlrt :tj., .
, r, -r t.: i I .r. ir ,_l.r i)- -:t.)ar il ) !.t;)
lr: -.j 'i,_j - ;:l.t.t, r -i
);)l t)t--t ::lZ.:.\- at+ 1,t.;it,.1,:,.1
L .: llPT /Jil:ir€arri Dri,,r
r'f l PT Dornst-.afi Drarl.]I ? l.)P) tDtatnAf .)trat)
Typical 4 - B,
:::. l::; _ ._ :r=t .,..:-,:.._--,t)..
ll . ;:;-r---
' l -: ii-:. .- .- -,. -.a..,,:. -a:
=- . i i ji =)i, 1.-:1.,1 i, -
,.',2 ,".t:'-. :, l': .) ,.f .l
'-i- ,t ,itt,, :...-.::tt: lJL l-jLr.
Lr:i;j,i -t,i:l 4 ii1-l -: r-,rrrr
t!.:a:, ;tt \..1 )11a[,:j ai,,IJL/t tL,:
,.)::t,..-t :,t!.a: Fj,,i .-.;,rt,-, ,, -,.i
1'! IIPT UpSkeefi Drarr! 'i li Pf D.wtl.ttean-t Dt ai-,
Typicat 1D - 12,,
Series Tiz
FireLockil/
Sizes 4.12
C
VICTAULICS IS AN ISo 9oO1 cEFTIFIED cofuIPANY
\/,3 ia ii: Cr.rcar1,,,,)l azmae
- r''.i a ! 1. - :,t, -..,i a
i...lli-1'r/5-5!5i
e-ma I rraa3r'r|d;e,rial;.J iir ia]r
'.,ictauiir_ Etifla;€
rr-)n,''j2-i - 121 - i,t\rFt :2-2-1A0.rjIi
e.n)at !)tefiitL1r ata t r)t
i,'!':iaJlia A:-*sf ica i-aiin?
thane Frlt-,si.130t:l
F:.r 5iu-559-3608
e n.iart /ta;l@./ialaIlt!t !otn
irrctaLlia A: ie Faci!ia
Frrttt E5 225-3tt:5
Fat E5-235.05?,5
+nat). t taaja!'v nlai|:i. I rtn
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FLOW CHARACTERISTICS
6.4
!0
J,l-|
ltJ
2l
0.2
ATERIAL
qFQIF C 7,;
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-':
o-| .^
LL ";\) ;:
o07
UJ nri
U) tt ,ta
ult 4.3
rvu JUU 400 600 1 000
800
FLOW BAIE _ G.P.IU,
1,, Lri.r - .r:1.,--l t:l ll:.F
'. I : i - .l . :. F - ll ..
l t.'Jt . ',Et-). L t +F)2, ,- . t ,^ ral- t-'ir..! .,=!\. t.? l1-.,1 p -J-,r_tj,\
I,IIi IDEt F',P r I-TF
'LFI
] I/4iEP t-,tl';:-,,i,:i! i:-:it_l ar. -;:t-r.:r:i t_i!t-' t:: j-,ni _rn,:.,ri-r:iai;:t,-.,:h1., lr:r::.i.:, j:,: :. -,.=,:: -r.:.'-; - : -,:..
:- :::: i:: .: r-::r-,:-.: _1.a:,::;.
_ -:_i r__i:..::_.,::- - il:t il. - r r:: _:-.:r_ -.
.'.4.:.: j.j:=-
:::'-:,:t-- 1,.... :-::.. l,::_ti1 11;.: :: ::: -::.. -.::.-.:--- ::::-- : .tt;:::-.: _ .::.:::.
l.::.. . : -_.:: :: :,:-::i-:t-.-r:
Discs; : . -. ---... .,: t::.;...
---.'-'-
- _-:l- --_;: i l: :::.:- . :t'.:i ;-.
i;:
.:.tt: ;-t , tt','-;:' :- ::'-'- ,.'.-
- --- .:a 'tta::a a-
2.000 4,000 6 000 10,000. 3,000 8,000
20,000
SPECIFICATTONS
Body: ;r,r.: 1- r,,:,r.,. ,j,..- l -il 1.. l .'.,,-.-,.1:'i.:r r ! :11 i .-. .l :r.. r: :,. lf1:,,1i. -,:1,i-...,.|.... _
I r.: .,.r . ..1 1... I 1l : .
?2 t fJ it-r]li/ .ria"" )..,4rttaal ):,)a,:L
a talr !el
F^.1" c^ -. -. -svL,y trea[i :. j ._ -.),).9 t,r;:: a.ta=: F,. :: : _-,!:i
J-it 'i- ---- 1: -, ::.!: ..;:i.::
!:;i, : ''- - 'i ,1, t,;::::t i:..
Disc Seal or Coating:J crade ,,E,, EpDM
-rlt , :.. =:.-. _-,:,,_:.:::.-:.- :.:;. _ .:
:_ :.-t:..-_ :t:::: ,., .:-,_ :'. ::i. -- -: l...::: _".:,:=,_. :,-_-- _= ,. -,-
.,,j: : i::::.,. :: :t:,-::: : :::
. ..:.'-= - !
: i::.::, _
-l! li i,rr,l - _;l i/l .,, r:L: ,,,,-,r-Fr! -ra-:- fnll, *,,.ra..-,l.r7rt ,r.',_;ra,l. E -:!a,..>t \ ! nq..)
Shaft: -r; r : r ji--
i, ,= ..1t : :::.]lri_._: ,::. i - . I
' \ \+ :, !j:, r t:itn T,,l:,+ jja,
t a.rt)a..:.i.-.)
Spring: .-1,.jl:,..: T., + ._-l _i:rr
<: a lI.,: _: : !ia:
Shaft Plrro: :1. . - '1.. .--: .._ ..--l (-- ..i .-.
. __- :::__, r,t-.,::i l' -_:;i__-i : :; t--,,,.. ..-; -- -.
1'1 ..::::--atr,:._. ._.!..r1:,-_
::- , t:- :-,. :aii:t, :l:.1:;:i I .:la': I .' ._, !f..1 !.- : ::
PipePlucr: - ; 1 :....:L: : -:-:;.: :::i- i.:t:,).-. ,:t-a.,
:-:-: ,, .-::: i: ---:ll I .-: jj
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UNITED SWING CHECK VALVES
rnrs swrnQ check varve is buirt for tighr seal on backfrorry through a broacr range of rrackpressures. rt is made v/ith substantiar wair thicknesses ro grve rong rasting seryice. The ggis standard \,^/ith a metar disc that rotates on ti.,e Lrridr to loirinuorirv"f,.o"uio. .r,.seating Not recommended for pu sating or uibratinq-Jervrce
I
125 lbs. WSp
200 lbs. WOG
100% Pressure Tested
Screwed Ends
Metallic Disc for General Service
Body Material: Bronze Conforminq
to ASTM B5g4-C84400
Sizes: 1/4" - 2,,
99
lnstall horizonlaliy or verlically with flo'^/ In upward direction Do not rnstall laying on side Keep seat crear)t
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No.210 Sv,ring Check
tor use on automatic
installatron as required
Valve with 3132' orifice in Clapperpressure switch line of fire pump
by NFPA No. 2OA-Z-S 2 1
No.210S Special with 1/32,,Hole in Clapper for use inAntr-Freeze Loop NFpA j3 5-5_.4
No. 210A Swing Check Vaive with l/8,' orifice
I
Size 3/8"1/2"1' | 1 1t4'1 1t2'
1 57 /64',1 57 /64'2 9/64',2 33/64',31/32"3 29/64'3 13/16"4 7/1Ao1 7/32',1 7 /32'1 9/32',117/32'21/16"2 13/64'2 13/64'2 55/64"Dnlp
Wt. (lbs.).45 ,58 .81 1.81 JA'
QUan.
Unit Pack 12 12 12 12 6 6 4 4
Per Case 60 60 60 60 30 18 12 12
210
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!I 'r "evrur Kellel Volve with Droinoge plping " v .. 'or\rrrqrron. ll hos the qdde
:
t yj'+ill:%FJfii volve hos on rniegror Frushing Hondre Focrory ser or r z5 psr w'h oiher
I -.' lt relieves excess system pressure cqusedJ The provided n"ri",u" ,^-o:,::::::':,o
pv surges or temperoture chonses,
I D;; |,.il=ffir5!"tr votut Piping sorves ihe nogging probrem or Rerier vorve ourer- I ne unii comes shiI o' o i n io iti piG; l8i ?3, J ?'i:;: ;S'i 3 g'Jtg,:L?S,yJlll
U i^ 5:ii:lJ,g * o n d ih e B yp o ss] All nssg55qly components ore included in lhe pockoge.
t Iis'J$L'Lst"JlxTiil?i$J:%:"cessorv ror rhe insroriorion or o pressure souse.
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MODEL tot I MODET IO I IT
I u***,
KffiffiWmruffiffieffiruMODEL IO I 1
WITH RELIEF VALVE AND BYPASS PIPING
fV{ODEL 1O i IT
fltTdi]l5,l'ril,'di{ffiifi5$,qfl{P;,'trtH:ilcEIApp'NG
vtEw " MODET 1fir t
From the Februqry I , 1994 Edition of NFp, ,\,' | | rr re reoruqry | , lgg4 Edition of NFpA l3:
:::::::::.o,:",requitesore|iefvolvebe,n,,o,u"..I ":.:::"": :
6 123 requires o retief votve be insroiled downsrreom of oil resutrr rorogroph 3 - r.2 requires ALL GRTDDED S'STEMS be provided with rerief uotuJ..
'
Itiliililt: tr,
r, r,, o, | / 2, | 7 / 3z,Elo(s/a)., E.FR(3/4),
XMENSIONS - INCHES
MATERIAL LIST
PART;
HANDLE
STEM
BALt
BODY
VATVE SEAT
lNDt_qAroR PLAIE
KELIEI- VALVE
BYPASS FININGS
BYPASS IUBING
MATERIAL:
SiEE L
ROD BRASS
C P BRONZE
BRONZE
IMP-REGNAIED IEFLONsrthL
BRONZE
BRASS
NYLOBRAID
FROf.,T VIEW - I4CDEL i 0? t T
S IZE
z 1ro,s,.J*.,,
:...t-J.)r, ,. "llETii
l0l I AND lol lT
9 tita I I cl rc 4 c/td 6 s'ro
11 t/16 4 9 jt6 6 sii6
Irs,'ro i 5 tia 7 tttt
is=lnxlI:.;?}i**'
iiii;i'i,":l"lLlt,Ill!ir,,Iqx; (610) 429_4321
JOB NAME:
ARCHIIECT:
ENGINEER;
enhlTD a r^T/.\ D.
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ffi"ry#
400 [b" w wp hro{tra# balB
Stan(larcj Port r lyyo-Fieee Bcdy ' Bicv,",out-pr.-.'ff Sierr o TFE Seats
400 PS! F.ion-$hock Cotd Water
Conforms to fr,4SS Sp-11C
I,IATEFiIAL LIST
c-SFECIFICATION
Masle.
Crrlorl
01,t.
1:/i
1v2
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1. Handle Nut Ziic Plaled Sleel
2. Handle Zjic Plated Steel ,riih plasnsol G!.ip
3. PaDkjnil 6land Srass A.lTlil 8.16
4. Packi\o Noa Asbeslos
5 Stem Silicon Eronze ASTM 8-_171 Altoy C69400
or ASTM 8,16
6. Ball Erass ASTM 8,16 or ASTM 8.584
Aljoy C84400
7 S€at Bings
8. SoCy Casl Eronre ASTM 8-584 A oy CB.1-400
0r Fore'nq Sfass ASIM 8,124 A ov l?7
9. Eody Endpiece Cast Brcn:e ASTM B-SB4 Altoy C84400
0r Forging Brass ASIi/ 8,124 Ailoy 377
DIMENSIONS - Vt/EiGHTS _ OUANTITIES
KT-580 NPT io NpT
KT-s80
threaded
l{omiIal
Slr€I C D Prrt
Appror. 8or
l{6t Wl. oty.
1er\a 3,5,ie 1?100
121i\2 3'i,,8 100
2/' {r jo 1.?
Zti,a 4jl'r.1B
21311. 6t
10
KT-s80 manulactured in NIBCO owned iacility !n llexico
NIBCO INC., ELKHART, INDIANA
ANGLE UAI'UES - 3OO LB. RATED
Fire Dept. Valves
FEMALE X MALE
S'ANDARD EoUIPMEx?: Fema|e
NPT inlet X Male hose thread outlet cast
brass valve with wheel hanote.
Fire Hose Rack Assembly Valves
DOUBLE FEMALE
S?AXDARD EOUtpitEr,tT: Female
NPT inlet and ouilet cast brass valve with
wneel handle,
5010-501 7
Fig. No.
501 0
5015
5016
5017
Size
11/2"
zf2
2Vz X 3"ava',
U'L L
NY BOARO
SPECIFY ?IIREAD
OPTIONAT FINISIIES:
PB - Polished Brass
RC - Rough Chrome plareo
PC - Polished Chrome plated
IS?ED rrnd Fi| AFPIIo!,ED
OF S'Ar|DARD5 & APPEALS APFROI,ED
5020-5025
/.fr\
fF\+r=-11\ 1,1>JY
Fig. No,
5020
5025
Size
1Vz"
21/2"
r-- 0 -Ii---+-_1i-.-----'tJinJ lllI -F-1 ,/-T\/tll@JT"IY+E__t _ /
Size 1V2"2Vt"2Y, X 3"3X3"
2"La"al/ i,4t l.z"
B 4'1/tz"4t1/tr"
\..ULUbEU 6tla"9Vz"I J '/e 13t/a"
C.OPEN 11 161/s"to'/a
D 33/a"5"7"7"
E 2'%2"43/t"4x/c"
43A"43/a"
U/L Listed Yes Yes No No
lUjPProved Yes Yes No NoNY City Approved Yes Yes No No
ANGLE I'ALUES
Fire Dept. Valves
FEIVALE X MALE
!s'ANDA|ID EeutFl,|EI.|T: Female
NPT inlet X Male hose thread outlet cast
Drass vatve with wheel handle.
- 3OO LB. RATED
Fire Hose Rack Assembly Valves
DOUBLE FEIVALE
SIANDARD EQUrt'l|Eltt: Female
NPT inlet and outlet casl brass valve with
wheel handle.
5030-5035
trin Nl^
5030
Size
t'/2
21/2"
OP?IONAT FIHISHES:
PB - polished Brass
RC - Rough Chrome ptated
PC - polished Chrome ptated
UIL TIS'ED dnd Fr,| APPRoUED
XY BOARD OF 3?ATIDARDS & AFF!AL!, APPROV-D
5040-5045
Fig. No. Size5040 11/z'
5045 2Vz"SPECIFY IHREAD I_______l
Size 1V2"
21/e"31/2"
o 31/2"
C.CLOSED 63/a"Y./A
C-OPEN 7s,a"1lVa"
D A',5"
E 21/a"3Vz'
F 23ia"31/2"
U/L Listed Yes Yes
/1
[ :J-:..- 11
t
P; ,:e 5-3
SING1E CLAPPER TWO.UUAY INLE?s
An exposed auxiliary inlet connection with S0O G,p,M, inletcapacity to supplement fire protectjon water supply. Exposed
design provides an economical method of satisfying Fire Dept,inlet requrrements.
STANDaRD EOUtpt|EX?: Cast brass two-way inlet bodyonly with single swing clapper and pin lug swrvel; back or angteoutlet connection as selected by figure number. sI'EGtFy?t{f,lEAD.
BRANDII{c:,,Auto Spkr.,,
Ftt|f|SH: Cast Brass
oP?toHAt FlNtsltE!5:PB Polished Brass
RC - Rough Chrome plareo
PC - Polished Chrome plated
t]4u5
Back Outlet
6407
U'L II5?ED AND Frf AFPROI,ED
6407
Angle Outlet
e -
--
--.1'
A
6405 Back 51/a 10 63/a
6407 An le BVq 10 4 3/t
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6410-641 5
64?A-6425
DOUBLE CLAPPER IlflO.WAY TNLE?S
An exposed auxiliary inlet connection with 500 G.p.M. inletcapacrty to supplement fire protection water supply. Exposeddesign provides an economical method oi satisfyinj Fire Dept.inlet requirements.
!5?AHDARD EOUtpi,|ENT: Cast brass two-way inlet bodyonly with double drop clappers and prn lug swiveis; back orangle outlet connection as selected by figure-number. Branding
AS SEIECICd. SFEGTFY ?HftEAD .tfrd BRANDIllfG.
BRANDTr{G:*Standpipe,',,,Auto Spkr,,,,,standpipe-Sprinkler,,
F|NISH: Cast Brass
OF?IONAI FINISHE!5:
PB - Polished Brass
RC - Rough Chrome plated
PC - Polished Chrome plated
U'L LItl'EO AI.ID FII AFFROI'ED}IY EOARD OF s?ANDARDs AI,ID APPEATS APPROVED
90" Angle Ouflet
6427
,l, l I i:l'".lir ..-,..i;rl,t
Angle ' '-:"'-:fll-
,94:c,.
641 0 6420 4X2VzX21/z t/2 | | '/2 8t/z 1 1Va
6411 6421 5X2VzX21/z 10 113/a tzt/8 103/a 71/z
6412 6422 6X2VzX2vz 101/a 1 1 3/a 1 1 3/t 103A 71/^
641 3 6423 4X3X3 10 121/z 12Vz 1]Ya tf2
6414 6424 5X3X3 1)Va 12Vz 12Y4 101/z t'/2
641 5 6425 6X3X3 103/a 12V2 t zv4 107/a
6427 (45. Angte)4X2YzX2Vz I 12Vz 83/q
Back Outlet
45' Angle Ourlet
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PIPE SPECIFICATIONS
(summary of information from ASTM Annuar Book ofsfandards)
Intended for conveying liquid, gas or vapor.
Grade A
Supplied as welded
Adaptable for flanging and bending
rnysrcal requirements:
Tensile Strength _ 4g,000 psi minimum
Yietd Strength _ 30,OO0 psiminimum
Erongation in 2 inches - 150/o to 36%,depending on.lhe.crosssectional area of test specimen.Grade B (not made !y BMT)
Must be heat treated to 1OOO"F or similar
Physical requirements
.f91sile Strength _ 60,OOO psi minimum
Yietd Strength _ 35,O0O psi minimum
Elongation in 2 inches _ 29.S% to 12.S%depending on thecross sectional area of test specimen.
Testing
:.l:ltelin.g Test - appropriate destructive tests performed duringmanufacture
Eddy current resting is a nondestructive erectricar test performedon each piece of tubing in accordance with standard AS}Mpractice (E309)
Hydrostatic Testing is optional and not performed on BMT pipe
ASTM.A135
a
a
. permissible Variations
Diameter may vary +l_ 1o/o from the nominal sizeThickness may not vary more than -12.so/o of the nomrnar warlthickness. Notice that there is no positive torerance on wa,thickness, nominalwall equals maximum wall.
Marking for each length of pipe is requiredpackaging is per RSiu nzbo
BMT Products: EDDyptpE _ Schedule 40, Schedute 10.
EDDyLtTE _ Lightweight Threadabte pipe.
ULII{_ Lightwalt tton_Threadabte pipe.
EDDy FLOW _ Schedute ,lO Replacement.
II- 1
May - 91
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EDDYTHREAD 40 - Lightweight rhreadabre pipe with corrosion
Resisiance Ratios equar to or greater than 1 0, ano rt
does not have a thread warnino.
ASTM.A795
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Intended for fire protection use.
"The pipe may be bent, but it is not intended for bending made at ambienttemperature wherein the inside diameter of the bend is iess than twelve timesthe outside diameter of the pipe being bent and successful bending is a functionof equipment and technique as well a! pipe properties".
Classification is Type E for Electric-resistance welded
Joining is suitable by the following:
Light-weight (schedule 1o) - Rolled groove, welding, and prain end fittingsstandard-weight (schedure 40) - cuior Roil grooviig, tnriaoinj, werding, andplain-end fittings
Grade A
Supplied as welded
Adaptable for flanging and bending
Grade B (not made !y BMT)
Must be heat treated to 1OOO.F
Physicals
Tensile Strength - no requirement
Yield Strength - no requirement
Elongation - no requirement
Testing
Flattening Test - appropriate destructive tests performed during manufactureEddy current testing is a nondestructive electrical test performid on each pieceof tubing in accordance with standard ASTM practice (E309).
Hydrostatic Testing is optional and not performed on titttt pipe
Permissible Variatiohs (same as 4135 except looser on I 112,,& smaller)
II-2
May - 91
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ASTM-A795 Steel pipe for Fire protection Use _ Continued
Diameter - For pipe 1 1lZ,,and under, the OD may not vary more rnan
+1 i64"(.01 5',) or -1 /32,,(.031,,)
- For pipe 2" and over, the OD may vary +/-jo/ofromthe nomrnal size
Thickness may not vary more than -12.s% of the nominar wail thickness. As there is no positive torerance; nominar wail thickness equars m""iilu* *"rrthickness.
certification of inspection must be suppried by the producer stating that thematerial has been manufactured, sampred, tested, and inspected in accordancewith 4795 and found to meet the requirements.
Marking for each length of pipe is required
Packaging as raid out in the Buil Moose Tube company Eddypipe schedure
BMT Products: EDDyptpE _ Schedute 40, Schedute 10
EDDr/LtTE _ Lightweight Threadabte pipeULII{ _ Lightwalt Non_Threadable pipe
EDDY FLOW _ Schedule 10 Replacement
EDDYTHREAD 40 - LightweighiThreadabre pipe with corrosionResistance Ratios equ-l to or greater than 1.0
TI. 3
May - 97
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BULL MOOSE TUBE COMPANY
NPS
(in)
Nomrnal
OD
(ur)
IPS
Schedules
NomWall
Thickness
(in)
ID
(in)
Theoretica]
Wt. per ft
0b)
Pieces
Per
Bundle
Bundle
Weight
2t'
Bundle
Werght
25'I l.Jl)Ultra Eddy
Schedule l0
Eddylite
Eddythread 40
Schedule 40
0.065
0.109
0.1l9
0.t26
0.133
1.201
1 097
1.093
1.090
1.049
0.868
1.404
1.520
r.600
1.679
6l
ol
o1
6l
ol
-
37
)I
JI
1l 12
t798
1947
2050
2t5I
2t4I
23t8
2440
256rI r/4 1.660 Llltra Eddy
Schedule l0
Eddylite
Rldythread 40
Schedule 40
0.065
0.109
0.119
0.131
0.140
1.546
1.442
1.438
t.425
1.380
1.t07
I .806
r 958
2.t39
2.273
860
r403
t52I
1662
r /oo
1024
t67 r
r8lI
r979
2103L t/2 1.900 {.Iltra Eddy
Eddy FIow
Schedule l0
Eddylite
Eddythread 40
Schedule 40
0.065
0.083
0.109
0.t22
0.136
0.145
t 786
| '7 <A
1.682
r.otz
I.655
1.610
| 't.t A
1.610
2.085
2.317
2.562
2.7 t8
37
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990
t2s1
1620
1800
t99l
ztlz
r 178
1489
r929
2t43
2370
25t4L
2I/2
2.375
2.875
Ultra Eddy
Eddy Flow
Schedule l0
Eddylite
Eddythread 40
Schedule 40
0.065
0.083
0.109
0.t22
0.141
0.154
2.261
L.LZ>
2.157
-t t A.,
2.124
2.067
t.604
2.032
2 638
L.v 50
3.364
3.653
37
)l
37
)t
1246
1579
2050
2281
26t4
283 8
1484
1880
2440
2716
3rt2
3379
Eddy Flow
Schedule 10
0.083
0.120
2 729
2.635
2.475
3.531
3I
37
1923
2743
2289
3265
3 3.500 Eddy Flow
Schedule l0
0.083
0120
3.354
3.260
3.029
+.J51
24
1n
1527
2183
r817
2599
A 4 500 EZ FIow
Schedule l0
0.092
0.120
4.320
4 260 5.613
19
l9
t730
2240
2059
2s60(24',)
6 6.625 Schedule 10 0.t34 6.357 9.289 l0 195 1
(24',)
2230
8 6.OZ)Schedule i0 0 188 8.249 16.94 7 2490
(24')
2845
May-97
IV-4
BULI MOOSE TUBE
EDDYLITE PIPE
The Su enor 1!4kler Pipe
Bu.ll Moose Eddylite pipe is a threadablelightweight Sprinkler pipe manufa"*..J-l;
lfroletr 2" and is a truly unique p.oduct *ithinrne rtre protection industry. This product hasbeen engineered to provide ro*.. *rt ,pJntiJ
lj:l*Ij." *ilhoyl compromising ,r*i"" iir.,aqequate wall thickness, or standard O.D.dimensions.
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Eddylite pipe is manufa*ured ro ASTM A-135and A-795 specifications and has b.* frll;
lfploved by Factory Mutual ana tisteJ-UvUnderwriter's Labs for use in the U.S-_iCanada for sprinkler systems having;rG
pressures of 300 pSI or less.
Corrosion Resistance Ratio (CRR)
Advantages of Bull Moose Eddylite:
a
a
Lighter weight than Schedule 40.
Exceptionally strong, exceeds ASTM A_135mrnlmum yield and tensile requirements,
Superior burst strength and corrosionr€srstance rado compared to otherlightweight threadable pipe, such as BLT*or XL**
9T be used with standard couptings,
fittings and valves.
Lower sprinkler system costs
Freight savings
a
a
. Eddylite offers better hydraulics than Dyna_
]lread a0*, Super 40**, Eddythread qo
"naSchedule 40 products.
o Standard O.D. dimensions.
o Wall thickness and weight greater thanSchedule 10 and most othir lighrwall
threadable pipe on the market today. "
. Superior to other lightwall threadable
products such as BLT* or )il-*r
t BLT & Dynq-?:hread t0 arc Trademark olAmericqn Tub. & pipe.
" XL & Super 10 arc Trudenqrtr of AUied Tube andCondsil lnc.
All information contrincd hcrcin i5 !.curalc es known d thc timc of
LY:::Tl_?",1 j,r"oee rubc rcscrvcs th.,teh, " "r,_e. prJ;;,rpccurclrons without noticc rnd wiriout incu;ng oOliiui;ns.
For additional ,nto'.,
or (314) s37-2600 in the uS A. or. trornirn"o" i,iidol 8824666.
Nominal
Pipe Size
1"
1-1t4"
1_1/2
2',
Standard
o.D.
UL, CUL
Threaded
UL
_Unthreaded
CUL
Unthreaded
Bundle
_Size
1 .315"
1.660"
1.900"
2.375
0.74
0.48
0.47
0.38
13.20
8.48
5.96
0.72
0.60
0.60
0.50
61
37
,5t
37
'@
^@
--\vvvlve'"reeo
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BULL MOOSE TUBE
EDDY FLOW
rlu cost Effective Reprocement.for schedute t0
Realizing the growing need of fire protection systems in commercial and residential
;:fi:T;"""'
Bul[ Moose Tube has adaed dddy Flow to ir's *rp..t.,.nriue line of sprinkler pipe
Eddy Flow is a specially. engineered replacement for schedule 10, offering befter flowcharacteristics while providing design flexibility, This product is rtnl approued, as well as ULand ctrl listed for roll grooving and welding. pt"*. ,h""k *irtt upp.opriate sources for up-to-date listings and approval information.
As an added benefit, it is more economical to use than schedule l0 dueto reduced delivery costs
:::.-:T: ^"f lrlnaline Furrhermore, Eddv Frow's rarger rD p."'i1", an opporhrnity roroownslztng and further cost savinss.
Nr inromabon conrained heroin is accurate as known 8t the ame of pubricationEull Moose Tube toserves the ight to change product sqcincitioni without notica and withoul incuning obligation
For additional lnfo
or (314) 537 -2600 in the USA. or from Canada catt 1OOO1 g82_4666
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COMPARISON
Inside Diameter c.R.R..NPS OD trooy l-tow Schedule
10
Schedule
40
Eddy Flow Schedule 40
1-112"
z- tta
3'
1.900
2.375
3.500
1 '7<A
z.zzv
2.725.,2EA
1.682
2.157
2.635
J.ZOU
1 049
1 380
1.610
2 0.F''7
230
1.87
1.07
078
100
100
100
100C orrosto n Resrstance FJG
BENEFITS. Duat Ceftified to ASTM A135 and AtgS.. FM approved for roll grooving and wetding for use ln wet systems.
' ";r::":r::h:::;:,tor iointns by wetdins or by tisted rubber saske.'d riftinss fot use in.wet,.dry, preaction, and detuse
. Lightweight - saves shipping costs, and offers easier handting.. Can be used with rou grooved couplings or welded outlets for pressures up to 1IS psi.
fJ"r;;n"'* "vailabte in 21 and 25 ft tengths produced in Trcnton, GA and Geratd, MQ. Atso can be ordercd in custom
. Can be supplied ro grooved or ptain end.
. Can be used for wet and dry_ systems.
'Eddy Flow can Ou no, O,O*
,@ &ffi
Tke {.:opger Tubs H{4edbp*k
Technical Dsta : Trtbles
@ensiortsnnd.plt ical Churacteristics
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Technical Dota; fabletn e-C opw:tllh s Elt nllnnl
Nomiual dimensionr, inchei g$l?lues-easert on nominal drmen sions)
Weigbt \\/eight
C roli ol tuhe ,,f ru l,'e-,1Cti0Dtl nnlr. L0OtentS {rl tuhe
Inside
diameter
li sectlonal ri only. i; s,ater Lutrrents 01 tub
11 TiLi'il ",11" 11 Tl',1'r+ryii-:!]:!!es_-!the1|L_,i linc'rrft. i1 crrt. ,l "".l5e lr5 --;==_- 7.^lli--:00110 ,, 00g26.ol)569
Outside
diameter
500 l
517 ll :zs
0017 6
2 e8t ll otz
16i ]i :;r
513 lt :a.l
,6/1t98 1
'he Copner Tube Har
Technical Dsts:
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NOTES:
Allotr ances are for strr
For rhreade.d o*,"r,, ;l#,JiL':i*:i:1i:-ffi ill,;ffiiJ-ea leci nnings
,i:H:;lf
"'il,;?H.li::.il,.l;ffi
ni:';H?",ffi f ::"J;Li:Ii.the nearest haif foot.
Technical Data: Tubles
Ilu e-ap pst_Tub qE_slrttr o o t
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file r/C \\\TNDOWS\DESKTOp\copper submittals\copper fitrings ht'r
t
Staldard EIINr.rmin al
or
st;Ln d a rd
size, in.9()o :l J5"
lilsrrarght
.mn il Coupling rr Ball i Gate i Btfl":==.--:::!__L _r "
-/8 li 15
i5 il 1i.5
6nt98
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N#HRgT
fYrEE_lT WELD:MfSER,, TEE.L ET.UNIFIED DESIGN., WELDIT'rC ENNTVCH OUTGT PITNruOS
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UNIFIE
MERIT MANUFACTURING CORPORATION
319 Circre of progress. pottstown, pennsyrvania 19464-3g11
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IYpeA-FemaleThreads
Ordering Data
use either of the foilowing methods for ordering MeritWeld-Miser Tee-Lets.
l"leihod f,Jo 1 - Speciiy quantrty des,red fcllovred by the parr r,umbersho,lln in lhe o,rmensjons cnar,,gi 1yg lypq 2n49;ze oi o 1,. e: oes i, ed
OUAljTlT'/ pp,nr rrrLtr,leTR
- Use the iollo,i/jng s/stem:
ltlc,lltcd l.lo 2
MerilType '0/etd MiserFnd Tee.Let
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+
emale Threa.iA-F
O !an lity
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Y
Ai:Hay9
otder a le'r'/
nrore lhan
aatiJa y
reeried lar
rfe l0b.
0utlet Size
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Colurnn "A
of charl
Header Size
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Insert size
consotidalion
irom
Column "B"
of charl
300 lbs.
U/erght Sleel
Malerial
orrespon um
,8,
Norninal lNom t
outlet jHeader
brze i SizeAIE
parl
Number
0utlet
Length
lnches
c
lRside
0iameter
Inches
D
Make
Up
lnches
M
1/2 x
1'h 1'tt
1'12 2
2.2'h
2'h I
1010
1012'
1015
1016
r.0625 0.700 0.500
j/4 i
1034'
rc36'
1a3i
1.1'/i
1'tt lh
1't.2
2-2'L 0 9!0
' "; ':, I ii,,, ll.ri:'l I i i' j.::' ,::i , .-., ' ,. ' .-...:.. i ,-,:,. , -" -" ; t'
:
NomlnatlNominal
Oullet I Header
size J SizeA IB
--t-:-.
Parl
l{umber
0ullel
Length
hches
c
hside
Diameler
Inches
D
Make
Up
Inches
M
I 12!
1125
llU
r 1J5
11ci
1' 5t
I
l iil
2'lz
3
t
5
,
E
2 tei l?i5
| ,_, jr5: i i) j r lrFf I r I l,.,i, i',:it i I I"' i i i )::i l ztzt I zuai l,,z' I
Ij j
I 15.
---l---ii.-^i I ,-:)i.,':.;.
il.-"I t):
I:iI i,r
I UE!
l!1 I l
.r/ r l l'tat i ,1,.a | ...0,
n8r I i "
ros5 I l1050 I I
. :,,rrl
u0,c
,t,
ltr;,
1095
1100
1105
11 10
r 111'
|15
i.625 1610
I t'
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!
.i
)litl..,c. 1 l--tittesiz:tol :,:aar2c! I j
!aa:
l-:r
!t
E
ltin l-"1
,zt) i't22C i : r,l
'z<) |
Note: --_--=_--_,--
;i:_:-,,:T fit sxacily on the firsr header size
:;:11 l"] " siven consoridarion whire reavins alisll-sjl .t"Ls the tonsrtudinat centerrine"ol(ne neadet on the second size lisled.
.Special Order
I
f fype B Male Thread srd. Wr.tfype C cut Groove Std. Wr,
lType C/R Rotl Groove Sch. 1o
. Ordering Data
lUse either of the following r-nethods for. cslsrlng
-flerit Weld f'liser_ Tee_Lets
]t-.--. tt- .- / r,r !u r u i _ apeaf,l quanlriy CeS jreC ic lc,reo, b,l ttreI ff:1,','.:';;;::,,!,] !,:,";1,,1,j,1,,,"0,,',.,,,,I
i',laih ol I'lc
ountrLrv- Fr,nr r,iul,lern
mensions orresponding umbersart
Cul
Groove
std. \l/I.
Parl
|r4ale
Thread
std. ll|/l.
Diameter
std. wr.
0
l{ominrl
neaoel
Size
B
0ullel
Size
A
Male
fhrcad
Cul
Gfoov€
srd t il.
Wall
Thickness
srd. lsch. 10uit
1140
1350
i2t5
1)Lt)
j3E5
F ir
1r.10
ir.i,
.,QA
i€,25
1c.'ia
163 -q
I 1 3t2 I blLT b4u
:f,5a
iL6A
1f,65
',914
1t5t)
1!55
i!5!.
1!,iI
I 13C5
131"^
r3t5
i 321
132t
"23tl3!r
te: TEE-LETS
a strght gap
fit exacily
along the
on the frrst header size ltsreo
iongitudinal centerline of the
consclidation while learrrng
tne second size listeri
for a gi,,,en
header- on
Outside
0iameler
E
128i,
r 285
1?95
1300
DISTRIBUTED B'I
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MADE IN U.S.A,
MERIT MANUFACTURING
CORPORATION
_ 3,19 Circle of progress
Pottstown pennsylvan ia jg464_381
1(610)_327.4000 . Fax (610) 970.9282
Fax Toil Free 800_543.7013J:. or tuer,t l\ldnLJ.acl-r.ng Co,pora.ro_
t'GouPling
| 7':i.?"i?,ix,!:
' ,!, '' 4lJ.) t 'O.,.C,-.trgi L.i>a ir,e .,-.1et .,w...'i'. 1.:- 4:1 ',e c.,,r E+:. _.= t. t_ ):.r. +-.,. - :
I _r L' tvt
lres_'
I.hJ, ^-^,- ,
-.':. :". i.:,s'rlES or€ UL Lrsteo a1o F[,4il :: --1 ;*t.a,1tt;a s ;;"-'E':E?6il;"
t. --,-_-^:e<'c.,urr relqe .30..tr la _23q:f.SL .- -.-^. --. vv ! I oue E :trrU Vl
a. --,-_- -e<'c,,urr tel?e -30..tr la _2jj:
. -" : i :rqo,.,. n. i*'"i.iiu. . .lul,i,l,"'- = :'.:t,Y -1r hcl warer se. . cE ,a-." eL ,:nogral-.- ra-o€ p !s 3t-
. r' Li r"::
"^{
.'iit'=l".'.',i'.-r -
lt.;:'
Mechanical Branch )uttet: '- -'. -: ,-r:.aJL( . rL - ^'r
rt-t--' ,-.:':: -,.:'-: ''- 1'c:t
"i:''i==-" ='.'rt' -:,::";-.t:' -.,..t1:': j f ,'= ,-:.. -; -- ,- -.--'. ,:'_..'--
.-t'7'.:;r'.,1..,-..':_. ,: ' : ,rl-= -
-=-. .i. , r.'=:i t.,,.
l'1,, | .J Ni ,.r a i'Cte i: a €ai. a.r,aai. -c.. A ir21 ,1, :2,.1,i2
a'i;taja.-tiaeta ija ta. .1.,Jt., Ziit.-r OrClz, :ea: :ta.
.-+ -,-,=: , ,. -.t., ....:",,- '(,::: .::' , ..,. =?.*..iJ'pe arta t i1 ir,e eall.al
-= 1't':','l- . 2+-r, ',-.:'i aar'a .a i:ta
1';,i,';,':;t'.ii'i jii;;i,'i,;|;.i,jt,',',..
. '.."'ata,--1 .::.t )i:,=:C,a,Lr.C.n.p.L ),t.r _-.---.i ^.
a ::;,:?: r:,,-l- i. i:ii'l' 3^Z'ri,'?r'!,1,!.",t' ii,,;i,:i?;;
r - l', i'):.-C -. A,tr.+ _-.jl tca=... at 2((. ...j_ j):.:. .
_ t t
1i,.t 2n, 9
t n tei o o o e i[, r r,, ri-_'; il;, . ; : ; : =':' :,: :,::.' ., r:;2,
I : : '.i::7:;.d:t-^.-." ...'..,,..-.- --'
al:ii::l:i',0},!,li[.',?,')t)o1.,l,:rl':,l,,Zzi,i,i,?;!iJ,i,,i!,
l:::i,:;i ,ili:i.i,l,";i^:iil"?i: i;i;"',,i2't,l,l.:,ii,,i;"'ii:lo':,,7i0.
JF! f:i', #1^
9:y r :l? ?,
" ^h c,sins s p, e, n o r e,J a3, E t |,.,r,
i#,:ffiru**',;:,#,,rufi'r*,
Ii:!:firfi ililiffi iiffi 1t?f,Jfi ;riJJpe
e nd nlo
; ;';;;;l"li:,-'1ff!f lifl tr n'event the movement or smalrer
I;;::ff":ii;l;!r?,T,i:il#Ji1%x.ff !,;l'r?3#,.,n"ji .", ,I ";J'J;ll'; ;l;:R.n:::l;1"T,1.;rer,o.o, ,,e
l--^:-:l-l?. borrs and srart the rl;r i: ; l: ;r,el rn ;rilft ti"h'j;, r.:J#if:''
i i:f::l.l-:-l':,t-:'at ci,s't''.r''= .)' li.t.: ::, ti. ;..Jti..., t.) 2,,?,r)rreaa3 ct -.. t 2a.:l..ei 7t,J. .,c a) cr n.t.
'uo.
,,, ,i?t, ,,f i i:: ;,:;a2t r;.r,,),;! r,;'-. ""t' =-,,.- ., ^ -
,^.,.JZ=' i"r'',,'.;; ,1.1'F,;..' :i _r,;."-r, ;.= :,.i,.),,,='
:,^l-i?-?!:: .t, tt.. rtiiil ira crjl el ro e f,)(er)ated p6f nslr!rlcr.:
?,i'l ,,2',1"ru'' ia'ttet "e'ittr at'-)rtttc t e st';te a,-Z-cti'Ja i,.
I tt:.r-r\ Ln1i n ri! rto e ar.-l ij"l; l!: ':..tr;e ,,,iui ,,i ,)''i,',' )|,j,[i;"?:'l:i;:,: i;!,,:,?,:*,
- Inal Ine firrsrtiorrng l,.rqs are al,gned pripl,ty-'t *lli'l i!.,1; :;['Jiil:illl]t: s?,'n"' poctet area or ue,1ppq1
,tru,-,.,.6ty ,, ,Eor ii;l: ;]l]'"'' 'r'l th pipe surrac€ and the
r::::;i;:,:i::,i:";J;;#:i?ii;'IT;:i#i[?::Hii;..,
Gruv-Flanaet 9f iff ..f.',4.Ftange arrd place hinged flange arouncJ lhe qrooved. proe end /,i,tf, ll.e c,rctri.t, f ey secrrg. i6931.. S "; i;;;i;;2. Insert a standarcl bolt througi,the mating h-o/es ot ftre Aange tose.-ure the Flange in lhe groo,,,s.
3 Checl. surrah ljry of gasker fol]tr i11:irdgd service and appty a:i! ::ij ;: :ifi l?:ifl i"' compatitrre LLic,"iL g"".f5i rip.
4. Press the gasket into cavity belv/€en the pipe O.D. and Flange recess5 Jn;"1, U sta'dard I rarge boh t- r\+ hingc no,o oppoo,1.',1.,"ock.boit and drrect the two Irta',!e ofrhe ;";:;" i; ol",ol?[0"=*'no'v Io -are ,rh the
:---.. , "-.: .- ,_.::j:+:,:. :. _ .:- :, ---1 .a..-
- : !- C. l;ri i,. I,!-.^.- - < .-, -. J.=t t-t / , j!: _l-c
:'r,2 ta.di. iig.hi b,, Brit l,tccse
.".'^'r - uyna l'Ow by Are,rcar rljha ,
6 19j^li" ::ll"inins siandard F/ange borrs and
.e,venty untit faces contact tirmty oi Uoris atiii"nloinl torque values.
trg hten all nuts
recommended
I StyfeI Product
I
i 100
1 Lightweight Coupting
a-140 -
l,ruv-t_tange___=--
<JU
Reducing Coupling
Pipe
Size
lnches
UL Ratings.pSl FM Approved.pSl---_------_-
Std. Wr. I LightwallPipe j pioe
srd. wt.
Pipe
Lightwail
Pipe
1-114 - 3
4
5-8
500
400
300
500
400
enn
500
400
300
500
400
300
1-6
t r,'# Ti*
4 x3
6x4
| /a I /J 175 | /3
JUU
1J\)
300
z5u
300
250
300
250
t/3
500
Rigid Couptino
-
150
Grooved Bfanch Outlet
1-1t2. I
3 x 1-1t2
ThruSx4
!lc | /c | /3
250 I q,i acu
?x 1/2
ThruSx4
'I i,-,, .
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-r -, El-
.IC,CUT
GROOVE
t,ri qr.'o / r,c :\zaiiac ataai
Ptf,a .ltft., /25 ta:a.ia\a ,..
IaaS tjttlr ',i aa thiaari.3
,ite r:i2tataa tt,a aaa a,. aa',\.:it i, .-: :. = . ac
ROLL GROOVE
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Column 1.
l.lor^ii jnat lpS pipe Srzc.
Column 2.
IPS c ut srde ciameterlne o r-.1tsrde ,:Jiame|er
'.tt ,,,.'t QrOO ted peesfrall not vary mote
:n an In e bleran..e l9te.l fot tps pipe. Thetl a). trf)Ur u allOWabletalerana.e from thesqLrare cut end is...(.' lA bt l/4' Ihrouqhi i ,2" . t:t 045" f ar 7"through 6"r and 0.060,,lor 8" O.D. and aboverncasufed f rom a tfuesquare ljne.
Column 3
fjaximum
AIloI!.
Flare
Gasket seat: the ptoesufface shall be frb erfont tnd er'ltations. roll
..na rks, and projectrons
rr0m the end of the
Z:ir:::n:**"e io provrde a teaktighr seat for rhe gasket Ail roose paint, scate drrt. chjps. grease and rUSt Inust be removed.iroove tudlh. bollom ot ^.^^,.t'il;;;; ;;;";;;il1'';J[3';.:%be tree ot roose diri, ch,ps rusr and scare
Colunn S -
that may irterfere with proper coupltnq assembly. Corrrer at
Groo,/e outside dr:meter thp nd ameter t.eirr." liri"'J
t' E gr00ve mLrst be Lrn form depth for the enIfe prpe crrcurnference. Groove mlrst be maintaiDed within lrrg ,c.Column 6
GroovE Cepth ior reiere nce
Column 7 .
only. Groor,,e mLrsl conlofnr to trle groo.,e rJrameter C.iasted.
.] ;, :,:"t^l'rye,ar.r''cknes<,.fc ,n,. : rne m,,1,,,..nr ...ar,i: ,! i-tJr^rrntLrr-, wall thrcpne:!
calumn g which may oe '.or, i,looira6""'1
1111r-kneSS whicf' rna'| be atit grccrzd lrlin,mum alloviable rla thickness iTFr:
l;ia:' jr^',Jn] ailo,vabl€ orpe 9nd ilare diamer.ar.l/e as ! rac 2i iirg ri.tcsl eltrere oio€ end drar_i.teier square clt or De,,/elecJ
croovi woth
B +r'. 0.03
+0.0'16
+0.01 9
+0.024
+0.029
+0.030
+0.035
+u.U45
+u.ubb
+0.056
+0.063
+0.063
+0.063
+0.063
1-1t4
1-1/2
2
2-1/2
3 0,D.
3
4
5-1t20,D.
5
6.1/2 0.D.
6
B O.D.
I
'1.600
1.900
) a7q
2.875
3.000
3.500
4.500
5.500
5.563
6.500
o.oz)
8.000
8.625
,0.016
-0.01 I
-0.024
-4.029
-0.030
-0 031
-0.031
-0.031
-0.031
-0,031
-0.031
-0.031
-0.031
0.625
0.625
0.625
v.ozJ
0.625
0.625
0.625
v.oza
U.OZJ
0.625
u.ozc
0 750
0.750
0.313
0.31 3
0.31 3
0,313
0.313
0.31 3
0,375
0.37s
0.375
0.37s
0.438
0.438
0.281
0.281
0.344
0.344
0.344
0.344
0.344
0.344
0.344
0.344
0.344
0.469
0.469
I./ IJ
2.250
2.720
2.845
3.344
4.334
E aetl
5.395
6.330
o.4cJ
7.816
8.441
-0.015
-0.0 15
.0.0 15
-0.0't8
-0.018
-0.018
-0,020
-0.020
-0.022
-0.022
-0.022
-0.025
0.053
0,063
0.063
0.078
0.078
0.078
0.083
0.083
0.084
0.085
0.085
0.092
0.092
0.065
u.vo3
u.ub5
0.083
0,083
0.083
0.083
0, 109
0.109
0.109
0.109
0.109
0.109
ai40
0. 145
0. 154
0.188
O.1BB
0. 188
0.203
0.203
0.203
0.219
o 210
0.238
0.238
1.77
2.01
2.48
2.98
3.10
3.60
4.60
5.60
5.66
o. bu
6.73
I . . ' j ;;rl-r;il'F!ts&8a-ritc.*5-ktu -
-
-._._-_ _
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ffircm Eaaswew &owptttvs
STYLE 5 /T' , ,-.;,:.r:t-
{{u1Cf) _ r,i.n;i.,:_,. l)/ :- :
".i.,ar,".)-Is-E; APPRoVED
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Pipe loch
Part
Number
Max.
Work
Press.'
Fsi / lPa
Allow
Pipe End
Sep.+
In. / mm
Max. Deltection
llom Cenler line+
D€9. Perl Pipe
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Aprx.
wsl.
tach
lb. / kq
N Dm.
Size
Actual
Size
1.'v4
42.2
12125 300
2070
1t8
3 t8
4"-19'.90 75 212-318t2 4.04
103
1.81
450
1.30
1't lz r.90
48.3
12150 300
2070
1ta
3.18
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0i2
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2.83
71.9
4.25
108
4,61
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1.81
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1.S3
46.5
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1.37
0.62
1.48
0.67
2 2.375
603
12200 300
2019
1t8 3'-1'3.31
8,1 B2-1t2 2.815
730
12750 300
207 0
ltE
31E
2" 29 0.52 43 212 - 318 t,2 3.81
st.7
5.13
129
1.83
465
1.70
t.713 0 0.3.00
76.1
12250 300
2010
1t8
3.18
0.50 212.318 x 2 4.02
100.8 '132
1.83
46.5
2.20
1.003
E 8.9
12300 300
2070
1t8 0.43 2n - 3ft \2-3/4 4.5
113 7
5.8 l 1.83
46.5
2.25
1 .024.50
4 3
12400 300
2070
114
635
tl 0.67 212-318 x 2-314
't 4,1.7
7 .04
117
2.01
51 0
3.'15
1.135J-iDJ
t41 3
r2500 300
20i0
1t4
6.35
0.54 212 - 112 x 3-114 6.67
169.1 216
2.01
51.0
4.85
2206.625
168.3
12600 300
2070
1t4
6.35
2..10 0.46 38 U2-1nx3-114 7.92
199.5
9.54
242
2.01
51.0
5.30
2406-112 0 0 6.50
165 1
12650 300
2070
114
6.35
2"-12'0.46 38 212 .112 x 3-114 7.12
196.5
9.44
239
2.01
51 .0
5. 18
8 L
219 1
12600 300
?07 0
1t4
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313
2.41
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2070
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4.02
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1.81 1.30
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r8.3
5150 300
207C
ltB
313
2/2 . 318 x2 2.81
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4.25
108
1.81
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a.62
603
5200 300
2A7IJ
118
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4.62
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183
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1.46
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730
5250 300
201A
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165
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2tJ7 0
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1C0.8 134
1.83
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2.20
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113.7
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1.63
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2.02
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9.51
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2070
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196.5
9.43
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2.02
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5.30
2.408.625
219 1
5800 300
2t70
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12.31
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2,43
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N umber
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R€q.-Size
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Sea ling
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2 1.06
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14200 300
207n
414- 518 x 2-1t2 3.41
87
2.315
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6.00
152 I
4,75
121
0.75
tq l
2.97
l,
1 .66
422
14250 300
2010
4/4- 5/8 x2.1t2 tal
99
2.875
13
7.00
177.B
5.50
r40
0.75
1 9.1
4.18
190
603
14300 300
2010
4/4- 518 x 2-1t2 4.58
45
3 .5
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7.50
1S0 5
6.00
152
0.75
1 9.1
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1 11.3
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2D7D
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228.6
00
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7 .27
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168 3
14600 300
2070
818-314x3 7.78
198
663
168
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l6-112
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165.1
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207 0
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195
6.5 11 .00
219 4
9.50
211
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14800 300
2010
818-314 r31t2 9.94
252
8.63
219
13 50
3J2.9
11.75
298
1.13
28.6
11 .0
5.0010
2131
14910 300
2010
12112.718 x 4 12 31
313
10.75
273
16.00
.106. J
14.25
362.0
1 .18
3 0.0
16.1
7.30
8S
50 1t9t?300
2A1B
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3?4
'1S.00
182.6
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46
212.112r2314 5.72
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617
284r30.0.zJ4U2!300
20 70
1t4
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20-38',0.55
46
2n-1nx2-314 5.72 1.8
19S
2.05
523
5.95
27254030300
2010
114
i.,t0
2!.38'0.55
46
212 112 x 2-314 5.72
144.1
7.8
199
2.05
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2470
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32
2n.518r3-114 7.91
199 I
1,74
196 5
10.11
10.9
276
2.05
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6-1n 0.0 x 4 256540 300
2070
1t4
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1..44'0.38
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2.05
52.3
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508r6258060300
2010
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1"-15 0.26
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3,11.4
2.43
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15.9
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207 0
1t4
6.40
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212-314x4.114 10.11
256.1
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2.43
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SflllELD 9000,. 19464-3811 |
1198
National Fittings, Incorpofaled
U.S.A, . Tet. 610/327.4000 . Fax 6i0/970.9202 . Toil Free Fax 800/S4t_7013
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STYLES Fl05, F106, F107,135 & Fl55
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STYLE Fl05 STYLE F106
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Pipe
In ci Max.
Worl
Press.
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Size
Aclual
Size
Parl
Number
CloE
in /mm
Wgt. Ea.
rb. / tq
Pai
Nu mbel
CtoE
In. / mm
Wgl. Ea.
lb. / ko
Pan
N umbe r
CroE
In. / mm
Wgt. Ea
tb. /kg
Pa
Nu m bef
'| 35125
trs150
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z.26
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Num ber
CloE
In. / mnl
Wgl. Ea.
l!. / kq1-t A t.66
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F105125 2.26
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F106125
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0,50
0.20
F107125 2.26
572
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0.45
F155125 1.01
254
0,40
0.181.90
483
300
2070
F105150 2.26
572
0.80
032
F106150
38.1
0.70
0.30
0.80
04n
F107150 2.26
51 2
1.20
n5d
1t
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F155150 1.01
254
0.50
0.20
2
60.3
300
2070
F105200 2.77
699
1.10
0.50
F106200 F107200
6qq
1.90
0q0
135200
135r50
2.77
599
16.2
3.02
1.76
0.8
1.23
Fr55200 1.01
254
0.50
0252.875
73.0
300
201A
F105250 3.02
76.2
1.70
0.75
F106250 1.75 1 ,10
0.50
F107250 3.02
76.2
2.40
1.10
F155250 1.01 0.70
0.30
3 0.0.3.00
76 1
300
2070
Flobzgt 3.02
76.2
2.09
0E5
F106290 2.0
508
1.43
0.65
F107290 3.13
7 9.5
2.90
1.30
135290 3 .28
r49
F155290
F155300
1.01
25.4
0.77
0353.50
88.9
300
?070
F105300 3.42
85.9
2.40
1.10
F106300 2.0
50.8
't.60
0.70
F107300 3.42
di9
3.10
;;
2.40
r35300
135400
3.42
85.9
4.04
101.6
J.JJ
63
1.01 0.90
0.40
4 4.50
114.3
300
2070
F105400 4.04
101.6
4.08
r .85
F106400
57 .2
2.90
1.30
F107400
Eo?soo
F1o-i6io
F10765,0
4.04
101 6
F'155400 1.06
27 .0
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?070
F105500 4.93
124 0
6.81
3.0s
F106500 4,65
2.20
4.92
124.0
9.00
4.1 0
135500 4,93
124
8.8
4.00
Fl55500 1.06
27.0
2.42
1 .106.675
168.3
300
?070
F105600 5.52
139.7
10.0
4.50
F106600 ?a
73.7
?3
13.7
6.50
3.00
3.05
139.7
16.0
7,0
135600
139 7
10 71
8.95
F155600
F155650
1.06
27 .0
3.30
1.50
6'1t2 0 6.5
165 1
300
2010
F105650 5.52
139.7
10.13
t.60
Fl06650 5.52
139 7 7.00
135650 18.3 1.06
21 .0
3.12
1.45I8.625
219.1
300
2070
F105800 6.81
173
20.5
9.30
F106800 13.6 F107800 6.82
173.0
27 .0
12.2
135800 6.61
'I73
34.4
15.6
F155800 1.20
30.2
7.00
HBE
Pennsylvania
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Nominal
$ize
lnc h
lllar.
l{tork
Pr€ss.
psl/ kPa
Pa
Num be I
0imensions
In. / mm
Approx.
wsl.
Ea.
Lbs,i kqCloEH
2-1t2 300
207Q
F1050250 3
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2
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1.72
078
300
?070
F1050300 3.38
88
z
50
2.50
I 1
300
2070
F1050400 4
102
z
50
4.20
1.9
300
2070
Fr050600 5.5
140
2
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9.91
lllax.
l,t/o*
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psi / kPa
4x4x2.1lz
6.rrz 0 o. rtDiT
r30n
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Inch
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l{,orl
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psi/ lPa
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0im.
in. / mm
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wsl.
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2070
F11151520
69.9
1.9
0.85\2r2.1n 300
2070
F111202025 3.00
16.2
2.3
1 10r2x30,D 300
2870
f111202029 3.13
7!.5
2.6
1.20xzx300
2070
rr t tzozolo 3.40
85.9
3.1
1.102-1n x 300
2070
Fl1125?530 340
859
3.2
30.0.r30.D.r3 300
2070
Fl11292930 3.40
85q
3.3
1.602\2x4 300
2870
F111202040 4.00
101 6 ?ln
2-112x2-112r4 300
2010
F111252540 4.00
101 6
5,4
30.0.r30.0.x4 300
2070
F111292940 4.00
101.6
J.D
2.553x3x4300
2070
Fl11303040 4.00
101 6 26fr4x4xE300
2070
Fl11404060 5.50
13S.7
15.4
7.004x4r6.1120.0.300
2074
FI11404065 5.50
139.7
14,3
6.506rEx300
2070
r1'11606080 6.81
173.0
26.4
120
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LISTEO LISiEO APPROVED
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STYLE 61
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Nominal
Size
In. / mm
Parl
Nu m ber
Mar.
Work
Pfess.
psi/ kPa
0imensions
In. / mm
Approx.
wst.
Ea.
Lbs./kg
1x112
20 x 15
601005 300
2070
1.69
43.0
0.4
0.19
1 x3l4
25x2i
601007 300
207 0
1.69
43.0
0.6
0,27
Nominal
Size
In. / nm
Parl
Number
lVar.
Wo*
Pfess.
psi / kPa
0 im e nsions
In. / mm
Approx,
wsl.
Ea.
Lbs./k0A
1
25
61100 300
207 0
1.50
38.1
0.71
0.32
1-114
JZ
61 125 300
207 0
r.rt
qq,c
1.1
0.5
't-112
40
61150 300
2070
1,94
49,3
1.37
0.62
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61200 300
207 0
a.. aa
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Parl
Nombet
Max.
Worl
Prcss.
Psi/kPa
0 ime nsio ns
In. / mm
Appror.
wol.
Ea.
tbs./kqA
1
IJ
62'100 300
2010
1 .12
28.4
0.53
0.24
1-1/4
32
62125 300
2070
1 .29
32.8
0.85
0,38
1-1/2
40
62150 300
2070
1 .43
.to-l
1 .11
0.5
2
50
62200 300
2070
1.68
42.7
1.78
0.8 Nominal
Size
In. / mn
Patl
Numbef
Mar.
Worl
Ptess.
Psi / kPa
Dim6nsions
In. / mm
Appr0x.
wgl.
Ea.
Lbs./kqI
1x112
25x15
631005 300
2010
1 .26
32.0
1.36
35.5
0.5
0.221x314
25 x20
631007 300
2070
1.37
34.8
1.45
3 6.8
0.57
0.26
1-114 x 12
32x15
631205 300
207 0
1 .34
34.0
1.53
38.9
0.64
0.31-114 x 314
32 x20
631207 300
2070
1.45
36.8
1.62
41 .2
0.7
0.321-114 x 1
32x25
631200 300
2070
1.58
40.1
1.67
42.4
0.77
0.3511n x 314
40 x20
631507 300
2070
1 .52
38.6
|.rt
44.5
0.95
0.43tlnx1
40 x25
63151 0 300
2070
t.oi
4't.9
1.80
45.7
1.1
0.5
1-1ftx1-114
40 x32
631512 300
?070
't .62
46.2
1 .66
41 .8
r .11
0.522xln
50x15
632005 300
207 0
I .49
37.8
1 .88
47.8
1.3
0.6
2 x3l4
50x20
632007 300
207 g
1.60
40.6
'r.97
5 0.0
r.39
0.63
2 x1
50x25
632010 300
2070
t., it
43.9
2.02
51 .3
1 .58
0.72
2 \1.114
50x32
63201?300
2079
712
48.3
2.16
53.3
'r.81
0.73
2x 1.112
50x40
632 015 300
207 0
'L 90
51.3
2.1 0
54.9
1.67
0.76
Nomina I
S ize
In. / mm
Parl
N umber
Mar.
Woft
Press.
psi/ kPa
Dimensioos
In_ / mm
Appror.
wsl,
Ea.
Lbs.agA
65
64100 300
2070
1.50
38.1
't .0
0.45
1-t A
b5
64125 300
207 0
1.75
44.5
1.38
0.63
1'1/2
OJ
6415 0 300
2070
1.94
49.3
1.84
0.83
z
oc
64200 300
2970
Lt?
57 .2
2.9
FIEE SlttELD t00o. Pennsylvania . 19464.3911 r319 Circle ol progress . poltstown National Fitlings, Incorporated
u.S.A. . Tet. 610/t27-4000 . Fax610/920_9282 . Toll Ffee Far 800/543.7013
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frrnucffie
ftes
STYLE 65
Gaass
STYLE 66
Enp
STYLE 67
Nominal
Size
ln. / mm
Pa
Nu m bef
lvlar.
Wofk
Press.
psi/ kPa
0imensions
In. / nm
Approx.
wgl.
Ea.
tbs./kgA8c1x1x'll2
25x25x15
65101005 300
207 0
| ,ao
32.0
1.26
32.0
t.ito 0.72
0.3 31xlx3/4
25 x 25 x?0
65101007 300
?07 0
1.37
34.8
1 .37
34.8
1.45
3ti I 0.8
0.3 61-114 x1 \ 112
32x25x15
65121005 300
207 0
1.34
34.0
1.26
32.0
1 .53
38.9
0.9
0.411-114 x1 x3l4
32x25x20
65121007 300
2070
1.45
36.8
|,Jt
3 4.8
I .ot
4't .2
1.0
0.45'l-l/4x1x1
32x25x25
65121200 300
207 0
1.58
40.1
1.50
38.1
1 .57
42.4
'|.06
0.48
1.114 x1.114 x1n
32x32x15
65121205 300
2070
1.34
34.0
1 .34
34.0
1.53
38.9
0.95
0.43
1-114 | 1-1t4 r3l4
32x32x20
6517.1207 300
2010
1.45
32.0
1tE
32.0
|,oa
36.6
1.1
0.51-l14r1-114x1
32x32x25
65121210 300
2010
1.58
40.1
1.58
40.1
1.67
42,4
1.2
0.541-1ft r1-114 r 112
40 x 32 r 15
6b1s12ot 300
2070
1.41
35.8
1.34
35.8
1.66
42.2
1.14
0.521-1t2 x1.114 x3l4
40 x32 x 20
6515120-300
2070
1.52
38.6
'1.45
38.6
I rt
44.5
1 .24
0.5611nxl1l4 x1
40x32x25
65151210 300
207 0
1.65
4'1.9
1.s8
40.1
1.80
45.7
1 .33
0.6r1nx1.1nxw
40 x 40 x 15
65151505 300
2070
't.41
35.8
1.4t
35.8
r.66
42.2
'r,zE
0.5 81.112 xfin x3l4
40x40x20
65151507 300
2070
1.52
38.6
1.52
38.6
1.15
44.5l-1ftr\1nx1
40x40x25
65151510 300
2070
1.65
41.9
1.65
41.9
1.80
45.7
1 .54
0.7
1.112 x 1.112 | 1.114
40x40x32
65151512 300
2070
1.82
46.2
't.82
46.2
'r.88
41 .8
| .oc
0.75zx1-112x112
50 x 40 x 15
65zolso5 | J-Etr
I 2070
1.49
37.8
1.41
35.8
1.88
47 .8
1.5
0.682 x'l -112 x 314
50x40x20
6520150t 300
2070
1.60
40,6
1 .52
38.8
1.97
5 0.0
t.tJ
0.7 82x1-1/2x1
50x40x25
65201510 T30"0
12070
r.73
43.9
1.65
41.9
2.02
51 .3
1 .63
0.832x1-1J2x1.114
50x40)(32
65201512 I 300
t2070
1.
48.3
90 1 .8?
46.2
2.10
IJ,J
1
0.932x1-112 x 1.llT
50x40x40
65201515 l30b'
i?070
'r.49
5'1.3
t.{ |
49.3
1.E8
54.9
'L6
0.732x2x112
50 x 50 r 15
300
?07 0
65202005 1.49
37.9
1.49
31 .9
1.88
47 .8
1,87
0.852x2x3l4
50x50r20
65202001-T-30-0-
1207s
1.60
40.6
1.60
40.6
'1.s7
50.0
l.E5
0.842x2x1
50x50x25
65202010 J 300
i2070
LLt
43.9
1.73
43.9
2.02
51,3
2.14
0,97zxzxl-1/4
50x50x32
65202012T3rd
I2070
1 .90
48.3
1 .90
48.3
2.1U
CJ.J
2.4
'LI2x2 x 1-112
50x50x40
5520201- fmfI 2070
2.02
51.3
2.02
51,3
2.16
54.9
2.68
1.22
Nominal
Size
In. / mm
Patl
Numb e r
lvlax.
Wofk
Press.
psi/ kPa
Dimensions
In. / mm
Appr0x.
wgl.
Ea.
tbs./kqA
1
zil
66100 300
207 0
1.50
3 8.1
1.0
0.45
1'tlq
32
66125 300
2070
1.75
44.5
1.6
0.73
1-1t2
40
66150 300
2070
'| ,94
4 9.3
1.9
0.86
50
66200 300
2A70
2.25
57 .2
2.95
1 .34
Nominal
Size
In. / nrm
Pa rl
Number
lVax.
Work
Press.
psi/ kPa
Dimensio ns
tn. / mm
Appror.
wol.
Ea.
Lbs./lqA
1t2
IC
67050 300
207 0
0.53
t,t. i
0.17
0.08
314
20
67075 300
207 0
0.97
24.6
0.2s
0.11
'I
25
67100 300
2070
1 .16
?OF
0.35
0.16
1-114
32
67125 300
207 0
1 .28
32.5
0.55
0,25't-112
40
67150 300
2070
I.JJ
33,8
0.7
0.32
50
67200 300
2070
1.45
36.8
1.0
0.45
--* ---"*-"*
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| {rurralrarrion Easrna crrttwsI llucnte Inow Tnnennea Fmtwos
t Natronal Fire Shield 30Oo Ductile lron Threaded Fittings areI threaded in accordance with ANSI 81.20.1. specification for
_ tapered pipe threads (NpT). ln addition. these fiilings are atso
I avaiiable with British tapered pipe threads. B52j.I
American Standard NpT tapered threads in sizes f rom I /2,,l through 2" require a sealant to insure a pressure tight joint
I National recommends usjng an anaerobic type sealint or a
seatanr wntcn Sets up Io a semi_hard condition.
I The following chart shows that pipe threaded rnto NatjonalI Fjre Shield 300o threaded ductile iron fittings should make up
three to four threads hand-tight. lf this .rnnot be accomplished
Itne threads should be examined for debris, .orrortn Olrug.Ior defects. To make a leak tight joint, two to three turns usrng
a wrench are required.
I lf a leak is detected after time ls allowed for the sealant to-set, it should be remembered that any effort to tighten the pipe
-to stop the leak actually breaks the seal, and it is likely that
Iver tightening will cause thread damage. The pipe connecreorlo a leaking fitting shourd be backed out, additionar searant
_applied, and tightened.
I Make-on machines need to be adjusted to allow the aooveprocedures to be followed.
DISTRIBUTED BY
NPT TAPERED PIPE THREADS
Length of Effective Threads
Drop
Nipt]le or
Tee-Let
0utlel
Size
4.320t4.48
0.33 9/4.7 5
0.400t4.60
a 42At4 83
0.420/1.83
0 436/5.01
0.682/5.46
0 766/6.13
0.844/6 75
0.214t3 00
0.?14/3.00
0.27 At3.A0
0.270t3.A0
0.270/3.Q0
0.27A/3.A0
0.250/2.0a
0.250t2.00
0.25At2.0A
0.534/7.48
0.553t7 .7 5
0.67At7.60
0.690/7.83
0.690/7.83
a.706/8.01
0.932t7 46
'r .016/8.I3
1.094/8 75
0.53417.47
0.546/7 .64
0.683/7.85
0.707 /8.13
0.724/8.32
075t-/9.70
1 138/9 10
1.200/9.60
1 .300/ 10.40lrnuurnro speancnno,
I Threadedfittingsfroml/2"through2"shall beFireShield30oDuctirerronThreadedFittings,conformingtotherequrrements
ll::1ff:i;,:::"?,r;i:"r,1:r;r"1ll.j: i:
qs,o00 yiero strensth and 127" .[ns,,ion1 Dimensions sha, conform to ANSrrE16 3' crass 150 soecirication ror mareabre i,on tr.'',.aielliil;;:# ;;J.T:Yl:il1",";Tl',1'J;;i]f]*l,TT [#.t]l'1,"-lt:.11:. Fire Shield 300e Ductile lron Fittings .r'rar o. iisied and/or upprouJ by Underwrirers Laboratories, Inc. both-nrte. states and canada and Factory Mutual Research corporatron for use in accoroance with the requirements of the
-\ational
Fire Protection Association Bulletin 13. latest edition. inciudrng those apprications emproying proprietary threadabre thinlall oine Fire Shierd 300: by Nationar Fittings. rnc., pottsto*n pennsyrvanra.
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FIEE SHIELD gOO"
National Fittings, Incorporated
319 Circle of progress
Pottstown, Pennsylvania 1 9464_381 1
(610) 327-4000 . Fax (610) 970-9282
Fax Toil Free 900-5 49-7019
gse Oy l,tal,o;at Eii;;l;;;;;i;
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l.Irriel #115
IIeavv Duf.r,Snilel
Loap Hanger (NFPA Rod Sizesi
@,@
S{ZE F.g.\Gl: I I iirir: !,ip= s::.:
IIATERiAL: Pre-gai'. alizra .-i.:rioii sl€€l ,.,, iir; z .tr"^ ..1:.;icpia:.: ,,!: r ::i:l.\PPRU\ ALS: i:,_r.,1, 1..:rr:i;.i fJi.,
LISTI\CjS: L,i i:srec i.r L. S. rrn,l Crnadrar.ai:r..srardarii,
CaJ\FOL\I-S \l ITH: f tcer;:t Srr.::i:L:j,:n \t \1 -H_171 /r. , . I
'.l.rnr.:la-. r'lri: - .iar..:li.r j:j:.::-::.: tcrer, {ISI ll:S-Sp-<r - ,. ,.
i l'-tall r:,.r-:._:.rn::'..: A\(1.-\lSS-Sp-69
5fR\ ICE; Pile :r:pp. r-t ntiinui:iciired lr,, u-.: rntnir.li,-rrr r(,ii !rza,
!.lliI:,1 b,,, 1,.t-PA ii:,r tire spunl:Ler prplrt{iRDERI\G: ,!pe ,,:ir. pipe siz:. itr.rticl nun:i-.1.! ;ijtd rJ:me
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r.ita
llar, rtconr.
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j-t, i6"
J-3:'lr:"
i-14'
) :,, ) t,"
li, J.,"j-Irt'
1. ri/16'
4- t/)"
l.li,t6"
l - I i/1t'
a- | /4"
2- 1i2"
3',
3 t/2"
i- 15/ 16"
6- t/2''l-tit(,"
.l-113"
3.i13"
l-l5.rr;'
r lt2"
t-1i8,
t-1t8"1-t/2"
11- I _51 I 6
|-t/t6"
t2-1/3'
4- t,,N"
4-ji/16"
6-9/ 16"
7.3,'3"
l"
t-li{"
t -t i1"
I - 1i4"
l -1t3"
:--i/Lr; '
3-3it 6"I l/ 16"I
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Modet #130
Service Weight Swivel
Ring Hanger (NFPA Rod Sizes)
R5 * _SIZE RANGE: t,,:" thru g" prpe srzcs
l\IATERIAL; prc-galvanrzed carbon steel rvitli zinc clectroplate insen nu{APPROyAL: Factory Vlunral iFM)
LISTING: UL listed tr.i l-, S and Ctanaclian safef,.standar(ls
CONFORryIS \l,ITH: Fe,leral Specificarion $li_H-171 rType lt ..f,Ianufacturers Slandardization Societ' ANSI/IVISS-S p_5g fT1,pe I rrr;
lnstall in eccordance rvirh ANSI/i\ISS_Sp-69.
SERI'ICE: Pipe suppctrt manufacrureo to use lrrntntutn rod sizespemlined bv NFP.,\ for fire sprinklcr piprne.
OR DERI\G: Saec rf'. pipc ,ir". ,oj.i nunrb,"r ,rnci name
H
Pipe
H CL R5 i\IRI
i-lJ
ti'i6
i_r l5
]far, recom.
load lbs.
:00
i00
-i 00
! :'_i-I ii'
_r. I l5 l.i:
i-il
t!
_:i
] q
t-t i
t-I:".'.]'
l- i i,i6 '
4-l :
I -11 10
- ti 16"
:. i -l'
i
-l ..' '
3 s"
,1.['
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r-l i6'
r-I 8"
i00
_100
-1()O
j
5-; .'.
6.9 l6
r.: s'
-1-j ' 1"
.r- i5 16"
J,5
_1 i l-t s
i- L'l
t -i.'4
52i
-i.2 -i
i6i,i"
6',
8"
;,i l'15
8-j's"
9-.!.1'
I :.I /1
r-t l6'
1- 1.:
5,ti 16"
6-_ii6'
,1,6
I/2
I/',1
I i1.
r,i,r
l-t;4
l-r14
1-ri,l6'
!-r'8 '
2-ii I6"
650
1000
i000
1000
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HDI Flush-Mount Internal Thread Anchor
Meets Wide Range Fastener Requirements
Applications
The HDI is.an internally threaded metal anchor for medium loadrange appticatjons such as fastenings with bolts and threaded iodsfor plumbrng heatin g, air_conditioning and ventilaii0; l;;td;ii0;;,ptpe,s uspe nsion, ajr ducts etc., for securing channels, raits ptiiei,
brackets and suspendecl ceilinos
Features
. Anchor, settlng tool and Hilti drill bit form a matched tolerancesystem provide reliable fastening. Below surface setting for easy patchwork. Allows for shallow embedment withOut sacrificing perfor_
m ance
Listings/Approvats
. Underwriter Laboratories Control No 767G. Factory Mutual serial No 22765. International Conference 0f Building Officials Beport No 2895. Southern Building Code Congress International Rep0rt N0 9930. City of Los Angeles Report No 23209.
ll_eu^ts-tjrr description in Federal Specitication
FF-S-325, Group Vill, Type j
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Materials. f ?! rO_a_rborlSleel material meets the requirements 0f SAE
l119Yt.o,SAt t0r0 for rhe l/4", ve and 1lt Hbi,rinonrsr12L14 for the 5/8 ' and 3/4', HDI's.. HDI Stainless Steel materral meets the requirements of AlSl303.. Carbon Steet HDI plated with a dull zinc tinish for conosionprotection rn accordance with ASTM 8633, Sc. f, fypJffi.
HDI Drop-in Anchor
flrE
See this section page 3g for ordering Inlormation
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2. Hanner-drill ke hole.3. Clean hole.4. lnstall anch1r using aper settn7
tool. Setting taolto be driven ind
anch1t until setting taol shoulder
meets top af anchor.
HDI Setting Toolsi this section 39
1. Adjust the depth gauge sa anchor
wt De flush wlk the base matetial
suiace.
ETrqfi Crrslnmpr Sohri^o l-Ortn-t7O-tn.tn /ir ^.r\ | -._-_- -- . ....
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GS'f - Woocl Samny Page 2 of 4
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I hrtn'//www samfirvsunerqcrew com/GST hfm
i.'., ri j;..iii " "l ,' ii,:ri . X.r.r:iu;il 1:Jl.:riirt.
Use *14 Nu t Driver (Item #100)Note: Screls
iess lnari 2" rn
lengrn are
olated yeliovrr.
ireater than 2"
are clear zinc
per
\STN4B6331i i
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No IIodel Rod
Size
shk
Diam
shk
Len
FM
Test
Load
0b)
UL
Test
[,oad
0b)
UL/FM
Pipe
Size
Actual
Pullout
l0 lJ5 l /)3i 8-
l6
,/,a %564# - 6 PIv
ll GST IO 318-
l6 '/4 210# - ri
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li)f -iit-('\-..\ !\ i!h :.:r'r ir:lll.
Use #l4SW Nut Driver (Item #l0l)
Itern
No Model Rod
Size
Shank
Diameter
Shank
Lensth
Actual
Pullout
8 CST 2 t/z - t3 tA 2 1760# - Ft
06 GST 2.5-.380 t./z - 13 3/8 2',/2 2113#-Fir
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I1 GST 6 72-13 %6 2130# - Fir
i . r'1ii,.-i
FM-approved.$UL-listed.
$,AvailaLrle in Stairrless Sreel.
Box quantiry 25, Standard box quanrity 125. excepr where
so rndicated.
'l l11t1AaA
GST - Wood Sammy Page 3 of4
Installation Diagrams
Composiie Joist
Consult truss manufacturer for
recommended installation point.
See $pecral Notes
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Installation per NFpA 13
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pr;l1'nip4d !,\D Dlpqlgq r lnsliiLlq,ti_sn hs_jn$li,q$s
http ://www. sammvsuperscrew. com/GST.htm
Installation Instructions
',1' *lr{i !:irlil:'ti i{;}i f i
::rr.i l' {'i ;'il iirit" .&:
See Figures I - 4 (vertical) and II - 14
(ltor izontal) oJ,leteulrdi_a;t4ltttptt
i-tt.structiutys Jbr more iugrums tnd
illustrations.
Step I
Insert the appropriate nut driver into a 3/gt' or
%" portable rJrill:
a. use #14 Nut Driver for GST for 3/grl
and /a" rorJ:
b. use #145W Nut Driver for SWG. and
for GST for /2" rod,.
Step 2
Insert the screo' into the nut driver. Now you
are ready to install the screw.
' 1\ tllr*.{ ,:ir}*:r{llr{rl" 15\1 {."}
qrl{..t r; F*ri*l;, i*!u lr **ll
Step 3
Position drill and begin installation:
a. for installing GST. drill should be in a
vertical position;
b. for installing SWG drill should be in a
horizontal position at a right angle to
the struchrral memtrer.
Step 4
When the nut driver spins freely on the cap of
the screw installation is conrplete.
Step 5
Screrv is now ready to receive r/o",3/g",Yz"
or metric all thread rod or bolt stock.
n !i'rr1 t, tte:,t,rii,..ri 1i1ir:r1l;;;1)j.lrrif-i:.ilitltltir.et.iltc{} tiii\!1i{brli}frar}f1,.
' r.r...:r1lfi...-'!;!ril rirr.'rrirl irt rr,rrrl .ii itil !i$r,Jr r.irr* in.,txllirtg tilir p.rqirret.
> S,a-& [: hrtb,r_$l.tr"qn
2-/).'7 /?OO4
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SWG - Wood SW Page 1 of3
'SnmmE
l,-ri iri ir'-it-ti'it r:;:lheelrrrr,k
i ! i, !r-:;,lr rE . e i:l-r,:l lliirri,,,,',:.- Lr E -lul ilia nt rrr y As,.rr_'r rtn r* rrt
!l: r'r'rl'i'r:' ,lf rgr:r:i::ljl - '1r';,_ oU :;rj tft-r,/
:,' "t'F - :itir !,'i:T r- r'nL_ rete l:i,irrrlri l:; y'lrtl-: l. r-rttl i Fl p l--jr,,r,/
ii il i:lrd,,: ,;, trr I e r
l: : ,l,l r:i :,'u-l
Wood Sidewinder -Self drilling & self-tapping into wood
UL
Pipe
Size
hank
tiame
Rod
Size
Item
No
Shank
Length
UL
Test
Load
Actual
Shear/Pullout
i{ote: Screws
ie ss than 2" in
iength rr,'ili be
prlated yeliow.
Greater than 2"
are clear zinc
per
i: ;i Ii : rt trr ,'
#14SW
Item #l0l
Use #l4SW Nut Driver (Itern #l0l)
Model Shank
Diameter
Actual
Shear Pullout
swc 100
s\\rG 100 1,1-20 1 72.5# - Fir
. r'ia. ri;, . 'i . i..,,i,.1 ,' ,ll;t,i;, l:llil;i ",!;rtrl;i
t-,sc #l4S\\'\ut Driver (Itenr #101)
1.tt^.//,,,.,^,,
llodel
^^,.. /C \X /ta L+,..
.j, vr \J _ vv vuu J vv
I{ORIZONTAL i\,{Ot;N t "g11'(753 Kb)
vage I ot J
ASl"t,l8633'l 11
rrI
L
ffi
#l4sw
Item #l0l
l8 SWG 10 3 8 - 16 t/I
g*l9 SWG 20 l8-I6 Y"2 3 1725i1 - Ftr
{*:60 swG 2s-180 38 - t6 3/8 2L/z 1500#A 2249# - Fir
25.SWG 30 3 8 - 16 t/o 3
FM-appror.ed.
tul UL-listed.
$Available iu Starnless Sreel.
o Box cluantity 25. Standard box quantity 125, except wher.e
so indicated.
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Installation Diagrams
Floor -bisl -* ::,n
t!':,€{ J*
-nc" fiq\t' ,,1- lil
Composite Joist
Nd l€G6lha! 2' ner in.lvridh
{t l,tl"] uFirS ill' piFi: nd hrr
lhrn l" nonin{ $ridh f f I pbe
s o!
dgi'{
iI5 E
^= l *' I
Fi€inl
"P;,IE IFE,$s i*.F€T
5.8 g
Consult truss manufacturer fclr
recommended installation point.
S ee Sp-''gc,i'i{ \ot-e,s
Installation per NFPA 13
'.., :i . . ; . : i : . , : i ; : i I .. :i; ri ii iir. iil,: Iii..ii:1-r; ,t;lii iinrirr)itfaiif{. 8ut {lfi!i.t"i fi, (i,|ll,il1,trilh tr:rr,raitr1.
Installation Instructions
See Figures 1 - 4 (vertical) and Il - 14
Wood Sammy (GST) . Wood Sidewinder (SWG)
Self drilling & self-tapping into wood
http : //www. sammysuperscrew.com/SWG.htm 2t2712004
SWG - Wood SW
(h orizo ntal) of q! e1 u i Iml i nstu I ! u rio.tt
i t1t!t11111ti14rt s .fbr ntore diagrams anl
illustrations,
Step I
Insen the appropriare nut driver intc, a 3/8 " or
% portable drill:
0. use *14 Nut Driver tbr CST for 3/8'l
andYat'rod.
b. use #i45\\I Nur Driver ibr SWG. and
for GST lor t/tt' rod.
Step 2
Insen the scrcrv inli.r the nut dri! er. Nou, vou
are ready to install the screw.
Position drill and begin installarion:
a. for installing GST. drill should be in a
vefilcal position,
b. for installing SWG drill should be in a
horizontal position at a right angle to
the strucrural member.
Step 4
When the nut driver spins freely on the cap of
the screu, installation is complctc.
Stcp 5
Screrv is norv ready to receive %" ,318,' , /zt'
or metric all thread rod or bolt stock,
Page 3 of3
Dorr nl'rittl C,\D l)rarvings l Ins ta I laticrn Ins trui- t irrns I Saletl, In iormirtiorr
!1'j. i1- ,i,;i .l r,.:...:ii
| 1.. :||,":i.,t '.:||1) ,11,,.,tti
r,;:iI1-!rit; :: , r_ ;:.-] i ilt':.,\-a. ,:,
r t ,,,,, ' ..1. ,:ji :i: ii,\ .,ri::,;l
i r,i,lii:J1 ti tiii lriii'l'i;tJlJ,
r;i;i;it:,11:t lfr,. l,.ti,l I .1.
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i-. r: iltrt'l l:1r- ret,rr',:;
lr:rr l e Juflljrr iihEplt['_:l.i
!__,,: rf i tit i,' .*,a: j r:r rl firp rrt
SVI'G - Wood 5W
51,/!/t-. - irrnr:tete 5'rllt
nufltta E
ilirrrrnry ,iiaddle
[t5;T - Steel ;-anrm'1'
EE:iiar-nrrr',
F'rt le Trrr:rl
rr:r-;l- - \lr'ir:rj -1
j; fir r'f.r 'rr
l: ilt[rF ]litHEl t1l'rr'.lI , r_.t,tr,:tg1p :-i;rtrtrr
i:ll :Sirleu,rtr"r,ler
I nfonr ation : subm it a rcq ue$ or contact, flfr_i::jO(iitrr& uilc! e1.p1p
a
Last mcrclified: June 0l l00l : a 11- tll - .\n indepenlrcnr. n.n-profrr conrent f,.rrng orsanizarion.
jl\_llt!.ij-c\ r.lr !r a.\ i,f,ir!t.
lT\\ Builde\
\\ebTrendsLjiedocsnolha\eadalabaseofindiridua|prof|eslbrea;h!:;ltor'web.Iren.iS[,i!eonlJcollectsagglesatedata.ForLrroreinlbnalionalout
\\'ebTrends Lire prrrac).polrc). pleirje rlick h q
Send nlail to: .:L:|r :sz i:.il tr:r ,,a....11 \lA IP \r irh questrons or Coutn]ents about the u ebpasc.
ln:' ."
tr rj,i,r:']:{ii;x. .rli].' . '.';.,:,, .'
- !i"' 'q rr\-,',;;.,,i;i:.."'1it'Li!!
..Jfi'" 'r ,..E .. r,.
./,! \ .- 1i11.4 .
- Because lhe clre,.nicals whicir compose
Frr-eFrghter GL and FmeFrghrer pG can break
oo''rvn ovef ttnre sysLems shoLrld be iesteC lo
de[ef n riIc lhe ievei of f |eeze pfol]ecLtr.lf al the
begrnrr nq of each fleez ng Seasorl
_ To tesL r.he ffeeze pfofe0lron ievel nf Fir.eFigliter
GL, use a lrydrometer t0 dB[enrnine ;he sp-cifrc
qf avrly 0i f,lre solullon To .naltn[arn a _ 1 5. F flow
0f0lect 0n
.
the specifrc gravity of F reF glrter GL
should be 1 141 at77. F
T0 test the freeze pfotection ievel of Frr-eFrghterPG use a hydforneler lo deter.mine the sp"ecific
grav ly of the solution To maintain a _15. F f owproteclron
. the specifrc Aravity of FrreFrghfer pG
should be 1 030 at 77. F
/Vhen rhe iesI indrCales ll.rar [ne S0juir0n hes
,.ea:e"eCJ_9r0:):-e S.SLen- and "eltraCe ... tr'-ecr F -eL,ghre' lL f; c.eE.gr1gl. DG aCCO.C fgi0 lhe rsialla!ion inslructions.
Sizes;
F,rcFighL,er GL and F f eF Ehief pG ar-e a,ra la.hle
n.
O're gailo'r piastic boil es 16 pei- case I
Five galon oails
30 gallon drums
55 gallon Crums
- 5C!0 g.iion iank .r,-irjks
System Requirements and Limitations
Maintenance
Ail tl'e lroleclt0n snr nkier- svslerils ,.,,tn nertzer)nilh [,r,=F gi i-'" GL or F:reFrghier pG :iir.rrriC
coi-rioi.l'it ,-0 0c6i, slaie arC l',lFpA.equiren,en:s
ii-re l,-ce oi anlifr.eeze ./lili if tfese sl/slems
Sno|ld als0 Lonfor.nt tO NFPA requ tentenls
:i:e of anlri|eeze SOiultorrr, snoulcl als0 bs jn
coniornrance ,rvrlh any iiaLe or iocal i.eaili- codes.
tsrease crtntacl your ioca/ lrealth author ites f you
nave any clllestlons concerninq lhe codes in yoLtr.
afea
IIUSTAI.tATtON INSTRUETTtlNS
lf th€ lilling cup is ahoue the highest sprinklen use
the following installation pr0cedurel
' I'o-;e .h! 1,--1.:- . _,pc, .e'.!, i. _ :.-? . ,
_
2 Acci FrreFighler GL or FteF,gi,tet pG io rle
Sj'Sienr 'ihfough a it lrE Clr:
iJ Use ihe enC spi rrrklels lo ,reni ;: r f,.cr-r li-e
lrpqg
:1 Beo< oLri I I ii iire s1:r n! er: sl cthtt,, ,;rrl l
art heeze alpeilfs Thts assrrres rhat the 1t p ng
'b completely f i ccl anci all atr i as been 1,.urgedi|urn Ine sysler r r
lf the filling cup is N0T above the highest
sprinkleri use one of the following installation
proceduresl
1, Arlrninrstef FrreFrghter GL or Fir.eFighter pG arrhe hrghest splnkler branch line using a fillingcup The dr.ol: prpe shou/d be friled thiouqh th"."
i llrng cLtp as sho,rvn n the cliagram belor,ri
2 Trght,err the sprrnkler. hcads ancl open lhe ralve
merked # 1 Untii ihe clr.op prpe and ilre sectron ofprpe abrve valve # l ar.E empry.
3. Close valve #1 Close tlre frllrng corrnecrion
valr.re. Slorliy ofjen the supDly valv; !1/icle
0r:
Use a small punrp r0 add FireFighter GL oi.
F'reFighier. PG ru rhe 5ysfenr cL Lh6 ralve ,,,lrked
FZ n lhe d agr.aor belo\\,
HIATEO AFEA
F lrno Cuo
"//ater
Supply
ilr
UNHEATEO ABEA
Sofrnkler Head
II-
Non,Freezrng
So lutron
Wall
_l
Check Vaive I
t1/32" hote rn Clapperl I LDrarn Vaive
0ro0 5 it mrn
Plesse rum t0 back oanel for addttronal Inlormatron
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II
PBOOUCT IlESCBIPTION
FiieF ghier GL and F r.eFtghter pG ale nor-t0r i,
6niffeezes des gned specifica ,l tor in'e
p|oieciiOn sysiem-c. These procuc:s are jsed r.
illace 0l yvaief ancl Oiher. waier- ike f uids n
c.yj, 1-,tig: s/Sferrt: tn:.t frazzt:^tg raj. altie,-
ceirsE danrage or nterfere \/jrt: ine iLrlctiorrng oi
5y3i6rIl5 (iI ealLllLrrTent. and,,'Ct- i0/iai: i iU rtLtal-t1.15
o - al :lals rs a coTrcer-i
FireFiuhter GI
FlneFighter GL i: ar {l1y6x'''nr based matei a
iiil ci ;s- icir-rit:.], l.rle ., irt ali el_io.creat i.tptc,.. tl
itriie r-ir: ; n r,g ?,jarl'l;.ster- iF,rl_ :cTl-f iei lr;te
a ril f ti i..9..
-r.i.,;e iirgr ',i erf i-r'i,l !licer.lte
l.l1-ieI trq' ;i'ttenlt ',i,/r r:.
il . ).._:i j l€,J ar_ li i.!Je;-ri
-i
firufighter PE
F r'eFrghier !G s e Pr.opviene Gly,coi baseci'r6lelal y'rjr ch rs rlLjrroetrrbie wrth all appr0ved
'ype5 0I Spf lt-,kief urpe sylrLems ,& th lhe
ercepron of CPV|.
Ac.irire i !lr'ec reni. Propyiene G ycol
r-lllrEl',rlrli'eC'retIS. /i/Atef
Vrsc0srty Fe.h t{tl. oI Agenl
Busl lnh rbrtor
Dye
tlammabilitu
F leF ghier. GL aircl FreFighter pG are rol
flanrrrrable srnce -:lr€y have ro measure6te I asli
point. howevei both products can fash or burn i
tlre water c0nlent s eVap0fatecl 0ft No
i.e,,a dotS ':n"eS :.e 0r0Ciceo
Toxicological, Inuironmental and Health
Information
F0A Beferences
GEAS FireF ghre:. GL afd F feFightE. FG e, e
c0r.rsrlgl 6g Generall,v PegaicJec as Safe iJv :r^e
Ee cJ6 d trooc.rc L .g Aur' .L::or
Typical Physical Properties of tiretighter GI and
Firetighter Pli
Fiie Fighrar
GL
F i-eF gi,ie i
PG
Cc or
l{,r,5,1i :1:
"'
i
Igr ;rir:r'rrt ]
!i isrrrrrr)r at 77. F
iIr:it , plrs e]
i'L
Boiling Point at
ALnrosphe ric Pres sLrre
[760 rrrrir]
l\lrrt rriurl Flo,uv
Te m pelalu re
lVll.t r-rtr-tr-r.t BL trs;I
TemperaLu|e
lHard Freezel
Concerifale
IPensky-llarte n s
Ciosed Cup)
Fiash Pornt
Flre Point
705 615
80 36
O r ; rr,-rp
1 i31
Fecl
r 0it6
???, F
Lt T
4l='i r-JT
350. F
400- F
50' F -50'F
j
F reF olrier GL ancl FrreFtgrter- pG are v:rlr.latrj
nefm ess to aninrals or. planis: r'r0//evef. the
disposa cf ihese rnatefia s shou d be in
5g1fs.1'3ir6g wlih naiiqnal. staie. ani iocaj hea/lh
C OC]C S