HomeMy WebLinkAbout2335 W Seminole Blvd #22104 - Regatta Shores - (fr sprnklr docs)Li KE 13ivU1?-o
G PvL P i F6,
Individual Net
Loss_ Total
a. Water Pressure in Street
b. arbitrarily Select Pipe Size ti
e. Deduct Meter Loss (—Size)
d. Deduct Ilead Loss for Elevation
System Control Valve*
32 ft x 0.434) 13-0Z S•%%
e. Deduct Pressure Loss from City Main
to Sprinkler
2 F'ipe — ft
Valves— It
Elbows — Z-1_ft
Tee — I L ft
total -_ 2310.. ft . x •vg66.. - 4 l_ SO•S4
f. Deduct Pressure Loss for Piping — Control . ..... .
Valve to Farthest Sprinkler*
Total
Equiv.
Size Qua i- Description Feet
ft90' Elbow O
45° Elbow
15i1Z Tce
2 Check Valve
Valve (ilAfl:
L'
Z
d T•otal ZI P, Ft x•Os43 = •5 142.04
Total
Equiv.
Size Quan. Description Feet
i+++ 2 90° Elbow CO
45° Elbow
ST(Z rr F Tee 1q—
Individual Net
Loss Total
Water Pressure at Supply Outlet
a. Deduct llead Loss for Elevation
It x 0.434)
U. Dcduct Pressure Loss from Piping Within
But lding•
Remaining Pressure for Sprinkler Operation
Factors from Table 4.4.3(a), (b), (c) and (d)
For SI Units: I ft = 0.3048 m; l psi a 0.0689 bar.
Figure A44.3(2) Calculation Sheet — Elevated Tank, Booster
Pump, Pump Tank Supply
Check Valve
Valve
Total ( ) a1 OTotal
p Ft x'1=b•1 3S's3 ,r
Remaining Pressure for Sprinkler Operations 1(zes5• ize-gc)= 23 -5 PST
Factors from Table 4-4.3(a), (b). (c) and (d) `
For SI Units: 1 ft = 0.3048 m; 1 psi = 0.0689 bar.
Figure A44.3(l) Calculation Sheet
PERMIT # Q DATE
i
RESIDENTIAL COMMERCIAL
MDRESS a S C n 01
OWNER i -.
i
CONTRACTOR l
I
J VALUATION d PERMIT__F,EE
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C
C
LAKE I)ul to(c. avfs Lc>wi=i Lltv 1,
JFLow1
CPvc, PPG.
Individual Net Individual Net
Loss Total Loss Total '
a. Water Pressure in Street
b. Arbitrarily Select Pipe Size L
t s , Uv Water Pressure at Supply Outlet
a. Deduct Head Lou for Elevation
J o 0.434) e. Deduct deter Loss( Size) ft x
b. Deduct Pressure Loss from Piping Withind. Deduct Head Loss for Elevation Building'
S)stcm Control Valve* Remaining Pressure for Sprinkler Operation
ft x 0.434) 1 3 •e1
e. Deduct Pressure Loss from City Main Factors from Table 4.4.3(a), (b), (c) and (d)
to Sprinkler
L
For SI Units: 1 ft = 0.3048 m; I psi = 0.0689 bar.
Pipe - It
Valves- It
Elbows It
1 f[ Tee i
Figure A-4-4.3(2) Calculation Sheet —Elevated Tank, BoosterL
Pump Pump Tank SupplyTotal - ft . x ylbCl ..Z,SS "1•4 .
e uct Pressure Loss for Piping - Control
Valve to Farthest Sprinkler'
Total
Equiv.
Site QuAn. Description Feet
1/4 4 900 Elbow
45° Elbow
IS L Tee
Check Valve L
Valve () —(
s_SZ133.11Total -Lq g Ft x '_- 3• 1
Total
Equiv.
Size Quan. Description Feet
90° Elbow [OP
45° Elbow
1 5M AT-F_Tre _ I__I__
Check Valve
Calve ( )
3-&'-Total (oI Ft x'(5 _ 1 b_1 ZPOZ.. AVAILA &Lr I
Remaining Pressure for Sprinkler Operations
Factors from Table 4.4.3(a), (b), (c) and (d)
For SI Units: I ft = 0.3048 m; I psi 0.0689 bar.
Figure A-4-4.30) Calculation Sheet
i
i
tt
9
I
f. Deduct Pressure Loss for Piping - Control
Valve to Farthest Sprinkler*
Total
Equiv.
Siie Qua i. Descriptiun Feet
90° Elbow
45Elbow ISTR/
1 f' Tc: 2
Check Valve 2
Valve (i1Pft=) 0
Total 7-
Ft
x•o343= 8.51 41-o4 Total
Equiv.
Site
Quan. Description Feet r.
2 90° Elbow 2
45° Elbow 4T(
Z/ZTF Z
Trr
lL Check
Valve Valve
Total ( )
Z Ft x'tq 1 = 6_S1 3S•47- A VAIL46LC tV Q Remaining
Pressure for Sprinkler Operations 1 (ZESS. IZ` i = 2.3 9 PST Factors
from Table 4.4.3(a), (b), c) and (d) For
SI Units: I ft = 0.3048 m; 1 psi = 0.0689 bar. Figure
A44.3(1) Calculation Sheet L4_
1hu16-.A'Ts zP}''l__. J _L?r Z c-zLu, G
pvL Y 1 ?6 Individual
Net Individual Net Loss
Total Loss Total I a.
Water Pressure in Street Water Pressure at Supply Outlet b. .
Arbitrarily Select Pipe Size 2 a. Deduct Head Loss for Elevation c.
Deduct Meter Loss( Size) _ U r!7s' Z% (-ft x 0.434) ti.
Deduct Head Loss for Elevation b. Deduct Pressure Loss from Piping Within Building*
300tem
ft x 0.434) Control
Valve' 1 .
UZ s j$ Remaining
Pressure for Sprinkler Operation 3
e.
Deduct Pressure Loss from City Main 'Factors from Table 4-4.3(a), (b), (c) and (d) to
S rinkler For
SI Units: 1 ft = 0.3048 m; 1 psi = 0.0689 bar. Pipe -
ft Valves-
ft Elbows -
ft Tee -
I- [t
Figure
A-4 f.3(2) Calculation Sheet — Elevated Tank; Booster 1Total
23!'O.. ft x •Oa66.._ SO-S4 Pump, Pump Tank Supply tt
FLo cu w
Individual Net
a. Water Pressure in Street —
Loss Total
C s ,Lrb
b. Arbitrarily Select Pipe Size L
c. Deduct deter Loss (—Size)
d. Deduct [lead Loss for Elevation
System Control Valve*
1,0_ft x 0.434)
e. Deduct Pressure Loss from City Main
to Sprinkler
L Pipe— Z.aO ft
Valves— It
Elbows — —ft
Tee — f 1 It
Total—.. Z It x •0o9 Z•SS 49.43
I. Deduct Pressure Loss for Piping — Control
Valve to Farthest Sprinkler*
Individual Net
Loss Total
Water Pressure at Supply Outlet
a. Deduct Head Loss for Elevation
ft x 0.434)
b. Deduct Pressure Loss from Piping Within
Building,
Remaining Pressure for Sprinkler Operation
Factors from Table 4.4.3(a), (b), (c) and (d)
For Sl Units: 1 It = 0.3048 m; I psi = 0.0689 bar.
Figure A44.3(2) Calculation Sheet — Elevated Tank; Booster
Pump, Pump Tank Supply
Total
Equiv.
Site Quau. Dcxriptiun Feet
1 t/4 4 90° Elbow / V
45° Elbow
1STf2./Tce
Z- Check Valve
Z Valve 6w) -I-
Total z4 $ Ft x • ocZ% S SZ 33.1 1
Total
Equiv.
Site Quan. Description Feet
2 90° Elbow (O
z 45° Elbow z
4T9 AJ_F_Ter
Check Valve
Cahn ( )
0
Total (cz Ft x,(`IQ = Z•OB Z.$'3 AUAIL4GU_
Remaining Pressure for Sprinkler Operations 1 t , 5 PSI t Q
Factors from Table 4.4.3(a), (b), (c) and (d)
For SI Units: 1 ft = 0.3048 m; I psi = 0.0689 bar.
Figtire A44.3(I) Calculation Sheet
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