Group Title: Historic St. Augustine: Sprinkling System - Government House
Title: Fireout Submittal Flagler College Job #FP-515 Sprinkler Protection
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Permanent Link: http://ufdc.ufl.edu/UF00095496/00007
 Material Information
Title: Fireout Submittal Flagler College Job #FP-515 Sprinkler Protection
Series Title: Historic St. Augustine: Sprinkling System - Government House
Physical Description: Maintenance record
Language: English
Publication Date: 1986
Physical Location:
Box: 8
Divider: Government House Maintenance
Folder: Sprinkling system - Government House
 Subjects
Subject: Saint Augustine (Fla.)
48 King Street (Saint Augustine, Fla.)
Government House (Saint Augustine, Fla.)
Spatial Coverage: North America -- United States of America -- Florida -- Saint Johns -- Saint Augustine -- 48 King Street
Coordinates: 29.892465 x -81.313142
 Record Information
Bibliographic ID: UF00095496
Volume ID: VID00007
Source Institution: University of Florida
Holding Location: University of Florida
Rights Management: All rights reserved by the source institution and holding location.

Full Text



;FIREFOUL'T SUF i i l ,-Li
FLAGLER COLLEGE REV.#1
JOE # FP-515
SPRINKLER PROTECTION
OVER STAGE AREA AS PER
STATE REQUIREMENTS

DESIGN CRITERIA

0.19 GPM PER SQ FT
OVER THE ENTIRE
STAGE AREA PLUS
2- HEADS UNDER THE
.WALK-WAY AREA.


F'AGE 1






b- -47


SPRINKLER HEADS

1/2" ORIFICE
STANDARD BRASS
UPRIGHT HEADS
UNDER CEILING
3/8" ORIFICE
UNDER THE WALK-WAY


99.15 MAXIMUM SQ FT
PER HEAD BELOW CEILING
AND 50 SQ FT PER HEAD
UNDER THE WALK-WAY
#*#*#*******.##*******-**- #****** ** **####**


FLOW TEST RESULTS
STATIC
RESIDUAL AT 890.00 GPM
PRESSURE AVAILABLE AT


483.13 GPM


6:.00 PSI
50.00 PSI
:6 .49 PSI


SUMMARY OF SPRINKLER OUTFLOWS

REMOTE SPRINKLER NODE: 10S


SPR PRESSURE


100
101
102
103
104
105
106
107
108
109
110
111


14.27
15.18
13.82
14.71
12.96
13.79
12.12
12.91
11.27
12.01
27.186
26.78


ACTUAL MINIMUM
FLOW FLOW


21.15
21 .82
20.82
21.48
20.16
20.80
19.50
20.12
18.80
19.41
14.59
14.49


18.80
18.80
18.:80
18.80
18.80
18.80
18.80
1 -:.-0




18.80
18.80
18.80
9.50
9.50


K-FACTOR

5.80
5.60
5.60
5.60
5.60
5.60
5.60
5.60
5.60
5.60
2.80
2.80


OUTSIDE HOSE FLOW AT 0
OUTFLOW AT 6
WATER REQUIREMENT FOR SPRINKLERS
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0

MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY IN PIPES


200.00 GPM
50.00 GPM


233.13
483.13
57.77


GPM
GPM
PSI


0.100 PSI
15.62 GPM








.FIRE.OUT SUB M1I TAL.
FLAGLER COLLEGE REV.#1
JOB # FP-515
SPRINKLER PROTECTION
OVER STAGE AREA AS PER
STATE REQUIREMENTS


DIAM
IN


EQUIV
PIPE
L ," !'


PRESSURE
SUMMARY
Ps


28 108



28 28


1.049
Q 18.80 F=T
BN2

1 .049
Q 18.80 F=0
8Ni


26 106


Q 19.50


1 .049
F=T
BN2


24 26DQ 18.80 1.380
Q 38.30 F=0
BN1


24 104
Q 20.!8


22 240Q 38.30
Q 58.45


22 102


Q 20.82


1 .049

BNZ

1 .81 0
F=0
BN1


1.049
F=T
BN2


20 22DQ 58.45 2.067
Q 79.27 F=0
BN1


20 100


Q 21.15


12 20DQ 79.27
Q 100.42


1 .049
F=T
BN2

2.087
F=4E
NR1


C=120



C= 1 0)




C=120


C=120


7.00
5.00


8.17
0.0 0
8.11


7.00
5.00
12.00

8.17
0.00
8.17


7.00
5.00
12.00

8.17
0.00
8.17


7.00
5.00
12.00

8.17
0.00
8.17


C= 120



C=120





C=120




C=120




C=120


0.1161 PT 11.27
PE 3.03
PF 1.39


0.1161 PT
PE
PF
PT


15.69
0.00
0. 9
18.84


0.1241 PT 12.12
PE 3.03
PF 1.49


0.1138 PT
PE
PF
PT

0.1320 PT
PE


0.1175 PT
PE
PF
PT

0.1401 PT
PE
PF

0.0611 PT
PE
PF
PT


7.00 0.1443 PT
5.00 PE
12.00 PF

2.64 0.0947 PT
20.00 PE
22.64 PF


C=120


1 8.84
0 0 4
0.00
0.93
17.57

12.96



17.57
0.00
0.96
18.53

13.82
3.03
1 .88

18.53
0.00
0.50
19.03

14.27
3.03
1.73

19.03
0.00
2.14


FROM TO


FLOW
GPM


P-LOSS
PSI/FT


(1 08)


( 28)

(106 )


( 26)


(104)



24)


22)

(102)



(.22)


( 20)

( 100)


( 20)








.FIRL L: U SUB i iT AL
FLAGLER COLLEGE REV.#1
JOB # FP-515
SPR I NKLER PROTECT I ON
OVER STAGE AREA AS PER
STATE REQUIREMENTS


FROM TO


11 12


29 103



27 29


27 107
Q


25 27DQ
I-I


23 25DQ
Q


23 103


21 23DQ
Q


21 101


FLOW
GPM


DIAM
IN


2. 4 6
Q 100.42 F=T
FM3



1 .04




Q 19.41 F=O
BN1


1 049
20.12 F-:T


19.41 1 .380

SBNI' 1


1 .049
Q 20.80 F=T
BN2


39.53 1 .10
60.33 F=0
E: N 1


EQUIV
P I I E
PIPE
LEN

8.17
1 2 1 7
12.0 0
20.17


7 0 0
5.00
12.00

8.17
0.00
8.17


7.00
5.00
12.00

8.17
8.1'
8.17


C=120



C=120


C= I.


C= 120


C=120


1 .049
Q 21.48 F=T
BN2


60.33 2.087
81.81 F=0
BN1


1.049
Q 21.82 F=T
BN2


7 ,, 0
5.00


8.17
0.00
8.17


7.00
5.00
12.00

8.17
0.00
8. 1 7


7.00
5.00
12.00


C=120


C=120


P-LOSS
PSI/FT


0.0399' PT
E
PF
PT

0.12: 27 PT
PE
PF

0.1227 PT
PE
PF
PT

0.:1313 PT
PE
PF

0.1204 PT

PF
PT

0.1397 PT
PE
PF

0.1243 PT
PE
PF
FPT

0.1483 PT
PE
P F


PRESSURE
SUMMARY


21 17
0.00

21.93

12. 1
3.03
1 .47

16. 52
0 00
1 00
17.52

12.91
3.03
1 .50






1.98






19.52



14.71
13, 79





3.03





1.78
0.00
1.02
19.52

14.71
3.03
1 .78


0.0647 PT 19.52
PE 0.00
PF 0.53
PT 20.05

0.1528 PT 15.18
PE 3.03
PF 1.83


( 1?


11)


( 27)

( 07)



( 27)


(305)


( 23)

(103)


( 23)


( 21)

( 101)


&E ..;


25 105








FIREUi UT SUilI I AL
FLAGLER COLLEGE REV.#1
JOB # FP-515
SPRINKLER PROTECTION
OVER STAGE AREA AS PER
STATE REQUIREMENTS


EQUIV P-LOSS
PIPE PSI/FT
I Chi


PRE SSUIRE
SUMMARY
FIET


13 210Q 81.81 2.067
Q 103.62 F=2E
NRZ


11 13


2.469
Q 103.62 F=T
FM4


9 11DQ 100.42 2.469
Q 204.05 F=0
FM2


10 110 1.043
Q 14.59 F=T
BN8


10 111 1 .049



9 10D 0Q 14.59 1 .04
Q 29.8 F=T
FM5

8 90Q 204.05 2.469.
Q 233.13 F=T
FM1


6 8


2.469
Q 233.13 F=T,3E
FR2


C:=1 20



C=1 i



C: =1 20


C= 120





C= 12 (3


2.64 0.1002 PT 20.05
10.00 PE 0.00
12.64 PF 1.27

3.80 0.0422 PT 21.31
12.00 PE 0.00
15.80 PF 0.67

12.50 0.1478 PT 21.98
0.00 PE 5.41
12.50 PF 1.85
PT 29.24

3.42 0.0727 PT 27.16
5.00 FE 0.00
8.42 PF 0.E;1
PT 27.77

8.83 0.0717 PT 26.78
F1 0. ,I
13. 3 PF 0. 99

0.E;4 02 E;0 2 P T 27 77
5.00 PE 0.00
5.64 PF 1.47

11.25 0.1892 PT 29.24
12.00 PE 4.87
23.25 FF 4.40

36.00 0.1892 PT 38.51
30.00 PE 0.00
66.00 PF 12.48

103.17 0.0223 PT 50.99
49.00 PE 0.00
152.17 PF 3.39

15.00 0.0188 PT 54.38
96.00 PE 1.30
111.00 PF 2.09
PT 57.77


C=120
C= 1 2 0



C=120



C=1 20


5 6DQ 50.00 4.124
Q 283.13 F=CV,GV,2E
FR1 C=120


0 5


4.026
Q 283.13 F=CV,T,3E
UN1 C=140


PRESSURE AVAILABLE AT NODE 0 AT


FROM TO


FLOW
GPM


DIAM
IN


( 21)



( 13 )



( 11)


( 9)

(110)


( 10)

(111)


( 10)



( 9)



( 8)




( 6)



( 5)


48:3. 13 GPM


63.49 PSI







No,: FP-515


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W. W. GAY FIRE
PROTECTION, INC.
JACKSONVILLE, FLORIDA


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FLOW -- GPMA


CONTRACT NAME: FLAGLER COLLG E


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