HomeMy WebLinkAbout2511-2553 W. Airport Blvd 20974 Plans Sprinklers calculations Riverboat PlazaHYDRAULIC DESIGN INFORMATION SHEET
NAME Rwvm-rz 0nw'T Pl. az,w DATE _Tu
LOCATION +QM NP'dn.tnp r LorLIQIQ
BUILDING R-rvk%ti. SYSTEM NO.
CONTRACTOR -%--A .. S Y ,4* a e P a .. a C CONTRACT NO. A 5 3 3
CALCULATED BY " " " DRAWING NO. c F I
CONSTRUCTION: COMBUSTIBLE NON-COMBUSTIBLE CEILING HEIGHT 1 0 FT.
OCCUPANCY
NFPA 13: LT. HAZ. ORD. HAZ. GP. 1 ® 2 3 EX. HAZ.
NFPA 231 NFPA 231C: FIGURE CURVE
z
c OTHER (Specify)
SPECIFIC RULING MADE BY DATEN
w AREA OF SPRINKLER OPERATION I Sc SYSTEM TYPE
DENSITY . 19 0 WET DRY DELUGE PRE -ACTION
y AREA PER SPRINKLER 1 3o V4skx SPRINKLER OR NOZZLE
HOSE ALLOWANCE GPM: INSIDE MAKE. C=u.-r A%%L MODEL Pe -m makA T
HOSE ALLOWANCE GPM: OUTSIDE 2 So SIZE 1lz K-FACTOR s-
RACK SPRINKLER ALLOWANCE o TEMPERATURE RATING Ir. S
MAIN 1560c- 91:. t4n 1%4 sL oe_- 4S•1S
CALCULATION GPM REQUIRED Re"wr@ b1$ PSI REQUIRED ReKOT%-fie AT BASE OF RISER
SUMMARY C" FACTOR USED: - OVERHEAD A20 UNDERGROUND 140
y
WATER FLOW TEST
DATE & TIME
PUMP DATA
RATED CAPACITY
TANK OR RESERVOIR
CAPACITY
J
a STATIC PSI 5 8 AT PSI ELEVATION
RESIDUAL PSI 4 ELEVATION
H GPM FLOWING 1410 WELL
W ELEVATION SW - /sire PROOF FLOW GPM
F-
LOCATION At sivi
SOURCE OF INFORMATION C t'v F S A Na F o V_ 0
COMMODITY CLASS LOCATION
W STORAGE HEIGHT AREA AISLE WIDTH
STORAGE METHOD: SOLID PILED % PALLETIZED % RACK %
H SINGLE ROW CONVENTIONAL PALLET AUTOMATIC STORAGE ENCAPSULATED
DOUBLE ROW SLAVE PALLET SOLID SHELVING NON-
E' MULTIPLE ROW OPEN ENCAPSULATED
U
FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING
cc
LONGITUDINAL TRANSVERSE FT. IN.
v
HORIZONTAL BARRIERS PROVIDED
HYDRAULIC CALCULATIONS
Abbreviations
C" Hazen & Williams Flom Value
Line Calc" Branch Line Being Calculated
Spkl." 3 Number of Sprinklers Being Calculated
E.H.P." End Head Pressure
K" K Factor
Q Gallons Per Minute @ Specific Location
Flow" Total Gallons Flowing
Diam" Inside Diameter of Piping
L/ft" Friction Loss Per Foot
FF" Friction Loss Per Foot
Lgth" Length of Piping Plus Fitting Loss
Len" Length of Piping Plus Fitting Loss
Loss" Friction Loss for Total Length
PT" Pressure Total
End P" a Starting Pressure for Main Calculations
lip " Pipe Elevation Loss
Stet" Static Pressure
Read" Residual Pressure
Avail" Pressure Available @ System Demand
WATER FLOW TEST SUMMARY SHEET
Hydrant Outlet I.D. Pitot Press. Flow Residual Date: Time: Cont. No.
No. inches psi gpm psi
Cont. Name: Riverboat Plaza
2 Address: Sanford Florida
3
Total Flow Static Press: psi Flow (P 20 psi
120
115
110
105
100
95
90
85
80
75
a
a, 70
65
m
a 60
55
50
45
40
35
30
25
20
15
10
U
mimm_____m
ON—mm __®
nT,b&4 L1esz4 4.311 P.SA.
gpm
SI1
W, H 'I 4 InI r—Irm FLG waG
1swmmmummummommummmommmmmmmm mmmlolls 111111111111111111111111 Scclle: N ,..
s
900 1000
1800 2000
3600 The
Viking Corporation 4000 Hastings. Michigan
Litho_in_
U_S.A-_fecT_Ne_ L6_ m
l
s
i
HYDRAULIC CALCULATIONS smiff Lw4. sy
JOB
NO TYPICAL
FRCP Line
Calc Line Calc Line
Calc 1.
SPKL 4• 5•
SPKL 18.
68 EHP 19.457 19.
457 EHP 24.
2034o472 5.
48 Q+
5.48 K D 24.17232907 24.
20340472 FLOW 24•7232907 Q+ 24.17232907 l.
o49 DIAM 24.17232907 FLOW 1.o49 51992503828
L/FT 1.049 DIAM L/
FT 1389198042
10.
LGTH13891980427770171361
LOSS 10. LGTH 1.3899198o42 i9.
45701714 PT 1.389198042 LOSS 20.8+619804 20.
84619804 PT 24.
20340472 FLOW 5.48 K 5.
48 25.
020385 19.
45701714 PT 25.020385 Q+ 49.19271408 5.
487042604 K 49.192714o8 FLOW 1.38 1.
38 DIAM 1360212836 1360212836
L/FT 10. 10.
LGTH 1.360212836 1.
360212836 LOSS 22.28641088 22.
20641088 PT 5.
48 K 23 0
0.
25.
82377589 Q+ 49.19271408 75.
ol648997 FLOW 1.61 1.
61 DIAM 0642060575 L/
FT 10. 140152071410.
LGTH 0.642060575 1.
401528714 LOSS 22.84847145 23.
60793159 PT 5.
48 K o.
0.
26.
6262207 Q+ 49.19271408 101.
6427107 FLOW 2.067 2.
067 DIAM 0190155941 0728089032
L/FT 104.58 10.
LGTH 1.98865o831 728o890322
LOSS 24.83712228 24•
33602o62 PT 5.
48 K 25 49.19271408 27.
033699072 Q+ 24.83712228 128.
67M14 FLOW 9.870749863 2.
7 DIAM 10126332006
L/FT LGTH
940.65284811 LOSS 34.
98886878 PT SPKL
EHP
K
2fo Q+
FLOW
DIAM
L/
FT LGTH
LOSS
PT
K
Q+
FLOW
DIAM
L/
FT LGTH
LOSS
PT
Q+
FLOW
DIAM
L/
FT LGTH
LOSS
PT
Q+
FLOW
DIAM
L/
FT LGTH
LOSS
PT
FLOW
PT
128.
6764o14 FLOW 34.
98886873 PT 21.
75374114 K
I
HYDRAULIC CALCULATIONS
FORRiverboat Plaza By
86CA
JOB N0._
C-Factor
Riser
1200 316.0431228 FLOW
Cross Main
4.26
0233323842
DIAM
L/FT
64. LGTH
End P
34.988 1.493272589 LOSS
39.1+2736932 PT
128.67o4201
10.
4.33
ELEV
PE
Q+ 43.75736932 PT
128.6704201 FLOW
4.26
0.004425517
DIAM
L/FT Hose
12.5 LGTH o.
0553189623 LOSS
Rack Spkl35•04331896 PT
0.
21.753
128.7720992
K
Q+
Base of Riser
57.4425193 FLOW 316.0431228 FLOW
4.26
0159656606
DIAM
L/FT 3.75736932 PT
13. LGTH
LOSS Undg Main2075535884
35.25087255 PT
C-Factor
140.
9.87
58.60060346
K
Q+ 316.0431228 FLOW
416 0431228 FLOW 4.22
o l83679492
DIAM
L/FTT.
26
0233323842
DIAM
L/TH
108.
1,891898768
LGTH
Loss
2.683224183 LASS 45.64926809 PT
37.93409673 PT
C-Factor
150.
Undg Main
C-Factor
150.
316.0431228 FLOW
Flow Test
Stat
58
Resd
46
Flow
1470.
566.04 FLOW
Avail
55.94689409 PT
8 DIAM
0007263505 L/FT
0. LGTH
0. LASS
45.64926809 PT
250. Q+ `•
566.0431228 FLAW
002DIAM 1349472
L/FT 903.
LGTH 1.
927857298 LOSS 0 47.
57712539 -PT w .
HYDRAULIC CALCULATIONS
0 Riuernn_Pl a 7A
BY
i
e4vL 6/2/86
JOB P10..._ I
TyP CRC, DF%or
C-Factor
120.
Line Calc
1• SPKL
19.33
5.6
24.62o9ol69
24.62o9ol69
l.o49
1911563886
5.58
1.o66652648
20.39665265
24.6209ol69
20.39665265
5.4516o6542
EHP
K
Q+
FLOW
DIAM
L/FT
LGTH
LOSS
PT
FLOW
PT
K
Line Cal&,.
3.
20.396
5.45
24.61325232
24.61325232
1.o49
191o465324
12.5
2.388o81655
22.78488165
5.45
26.ol43072
50.62755994
1.38
190791o147
12.83
2.447848718
25.23193037
5.45
27.37611024
78.00366989
1.61
2003659544
63.33
12.68917589
37.921lo626
78.00866989
37.921lo626
12.66702234
Cross Main
SPKL End P
37.921
EHP
12.667 x OK078.00342303 Q+
Q+ 78.00342303 FLOW
FLOW 3.26 DIAM
DIAM 0064519901 L/FT
L/FT 10. LGTH
LGTH o645199007 LOSS
LOSS 37.9855199 PT
PT
12.667 K 5OK ® 78.o6975348 Q+
Q+ 156.0731765 FLOW
FLOW 3.26 DIAM
DIAM 0232777348 L/FT
L/FT 10. LGTH
LGTH 2327773479 Loss
LOSS 38.21829725 PT
PT
12.667 K O
K 3 78.30859599 Q+
Q+ 234.3817725 FLOW
FLOW
DIAM 0493903963 L/FT
L/FT 10. LGTH
LGTH 4939039628 LOSS
LOSS 38.71220121 PT
PT
12.667 K
FLOW 78.8129718 Q+
PT 313.1947443 FLOW
K 3.26 DIAM
0844384356 L/FT
22. LGTH
1.857645584 LOSS
4o.5698468 PT
0. K $
0. Q+
313.1947443 FLOW
4.26 DIAM
0229448458 L/FT
113.75 LGTH
2.609976209 LOSS
43.179823 PT
HYDRAULIC CALCULATIONS
River Boat Plaza By
6/2DATI
Joe NO
Riser
UNDG Main
313.1947443 FLOW C-Factor
4.26 DIAM 140.
0229448458 L/FT
64• LGTH 313.1947448 FLOW
1.468470131 LOSS 4.22 DIAM
44.64829314 PT 0180628674 L/FT
10. ELEV 68. LGTH
4.33 PE 1.589532332 LOSS
48•97829314 PT 50-56782547 PT
Flow Test
Hose
0. Stat
58•
Rack Spkl
0• Resd
46.
Base of Riser
Flow
313.1947443 FLOW 1470.
48•97829314 PT
313.19 FLOW
Avail
57-31310751 PT
413.19 FLOW
Avail
56.8531112 PT
tom. _ . _.r.. .. .. ..: - -