Group Title: Historic St. Augustine: Government House Sprinkler System
Title: Fireout Submittal Flagler College Job #FP-515 Sprinkler Protection
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Permanent Link: http://ufdc.ufl.edu/UF00095495/00001
 Material Information
Title: Fireout Submittal Flagler College Job #FP-515 Sprinkler Protection
Series Title: Historic St. Augustine: Government House Sprinkler System
Physical Description: Maintenance record
Language: English
Physical Location:
Box: 8
Divider: Government House Maintenance
Folder: Government House Sprinkler System
 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: UF00095495
Volume ID: VID00001
Source Institution: University of Florida
Holding Location: University of Florida
Rights Management: All rights reserved by the source institution and holding location.

Full Text




















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&FTRE.L:U S UEMITTAL
FLAGLER COLLEGE
JOB # 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.

99.15 MAX SQ FT PER
HEAD BELOW CEILING


PAGE 1


SPRINKLER HEADS

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


AND 50 SQ FT PER
HEAD UNDER THE
WALK-WAY
+##+#########4%Y#############################


FLOW TEST RESULTS
STATIC:
RESIDUAL AT 1590.00 GPM
PRESSURE AVAILABLE AT


479.81 GPM


70.00 PSI
32.00 PSI
67.16 PSI


SUMMARY OF SPRINKLER OUTFLOWS

REMOTE SPRINKLER NODE: 106


SPR PRESSURE


100
101
102
103
104
105
1086
107
108
109
110
111


14.85
14.65
13.07
14.14
12.18
13.17
11.27
12.21
11.40
12.27
26.53
28.16


OUTSIDE HOSE
OUTFLOW AT


ACTUAL MINIMUM
FLOW FLOW


21.58
21.44
20.24
21.0
19.53
20.32
18.80
19.57
18.91
19.62
14.42
14.32


18.80
18.80
18.80
18.80
1 8.80
18.80
18.80
18.80
18.80



9.50


FLOW AT 0


WATER REQUIREMENT FOR SPRINKLERS
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0

MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY IN PIPES


K-FACTOR

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

200.00 GPM
50.00 GPM


229.:81
479.81
60.92


GPM
GPM
PSI


0.009 PSI
18.75 GPM







fI;ECUT SUBMITTAL
FLAGLER COLLEGE
JOB # FP-515
SPRINKLER PROTECTION
OVER STAGE AREA AS
PER STATE REQUIREMENTS


FROM TO


106 108


FLOW
GPM


DIAM
IN


1.049
Q 18.91 F=EE
BN3


104 106DQ 18.80 1.380
Q 37.71 F=0
B N4

102 104DQ 19.53 1.810
Q 57,24 F=0
BN5

100 102DO 20.24 2.067
Q 77.48 F=EE
BN6

12 1000Q 21.58 2.067
Q 99.06 F=4E
NR1


11 12


107 109


105 107DQ
Q


2.469
Q 99.06 F=T
FM3


1.049
Q 19.62 F=EE
BN3


19.57 1.380
39.19 F=0
BN4


103 105DQ 20.32
Q 59.51


101 103DQ 21.06
Q 80.57


13 101DQ 21.44
Q 102.00


1.610
F=0
BN5

2.067
F=0
BN7

2.067
F=2E
NR2


EQLUIV
PIPE
LEN

8.04
1.00
9.04

8.04
0.00
8.04

8.04
0.00
8.04

8.04
2.00
10.04

9.96
20.00
2 0 0 0


8. 17
12.00
20.17


8.04
1.00
9.04


C=120



C=120



C=120



C=120



C=120



C=120




C=120


C=120



C=120



C=120


8.04
0.00
8.04

8.04
0.00
8.04

8.04
0.00
8.04


P-LOSS
PSI/FT


PRESSURE
SUMMARY
PSI


0.1173 PT 11.40
PE -1.19
PF 1.06

0.1106 PT 11.27
PE 0.00
PF 0.89

0.1130 PT 12.16
PE 0.00
PF 0.91

0.0586 PT 13.07
PE 1.19
FF 0.59

0.0923 PT 14.85
PE 2.95
PF 2.77


0.0389 PT
PE
PF
PT


20.57
0.00
0.78
21 .35


0.1255 PT 12.27
PE -1.19
PF 1.13

0.1188 PT 12.21
PE 0.00
PF 0.95


(108)



(106)








(102)



(100)



( 12)


( 11)

(109)


(107)


0.1214 PT 13.17 *(105)
PE 0.00
PF 0.98

0.0630 PT 14.14 (103)
PE 0.00
PF 0.51


9.57 0.0975
10.00
19.57


C=120


PT 14.65 (101)
PE 4.14
PF 1,91


PAGE 2











-IREfU.Tl SUE;MITTAL
FLAGLER COLLEGE
JOB # FP-515
SPRINKLER PROTECTION
OVER STAGE AREA AS
PER STATE REQUIREMENTS


EQUIV P-LOSS
PIPE PSI/FT
LEN


PRESSURE
SUMMARY
PSI


11 1:3


2.489
Q 102.00 F=T
FM4


9 11DQ 99.06 2.468
Q 201.06 F=0
FM2


10 110 1.049
Q 14.42 F=T
BNS


10 111


1.049
Q 14.32 F=T
BN9


9 10DQ 14.42 1.049
Q 28.74 F=T
FM5

8 9DQ 201.06 2.469
Q 229.81 F=T
FM1


C=120



C=120





C=120


3.80 0.0410 PT 20.70
12.00 PE 0.00
15.80 PF 0.65

12.50 0.14:3 PT 21.35
0.00 PE 5.41
12.50 PF 1.80
PT 28.58

3.42 0.0711 PT 26.53
5.00 PE 0.00
8.42 PF 0.60
PT 27.13

8.80 0.0701 PT 26.16
5.00 PE 0.00
13.80 PF 0.97

0.64 0.2545 PT 27.13
5.00 PE 0.00
5.64 PF 1.44

11.25 0.184: PT 28.56
12.00 PE 4.87
23.25 PF 4.29

35.00 0.1932 PT 37.72
38.00 PE 0.00
71.00 PF 13.72

15.00 0.1756 PT 51.44
39.00 PE 0.00
54.00 PF 9.4:
PT 60.92


C=120



C=120



C=120


5 8DQ 50.00 2.835
Q 279.81 F=CV,GV,T
FR1 C=120


0 5


2.469
Q 279.81 F=CV,T
UN1


C=150


PRESSURE AVAILABLE AT NODE 0 AT


FROM TO


FLOW
GPM


DIAM
IN


( 13)



( 11)




(110)


( 10)


(111)



( 10)



( 9)



( 8)



( 5)


( 0)


479.81 GPM


67.16 PSI






CONTRACT NAME:


FLAGLER COLLEGE


No:FP-515


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