2465 - 2471 PARK AVE BLDG 1 - NO PERMIT # (FIRE) DOCUMENTSSE-M IIN OLIE FIRE PII$OTECT1ION9 INC.
21.88 SPRINT BLVD., APOPKA, FL 32703 407-886-6898
Date: D,e,
Re:
TO WHOM IT MAY CONCERN:
Please consider this formal authorization for
to act in the behalf of SEMINOLE FIRE PROTECTION, INC. in obtaining necessary
documentation pertaining to the above referenced job.
Thank you,
SEMINO FIIRREE PROTECTION, INC.
ussell Klingbei]_
President
State Certificate #0484090181-00
Subscribed and sworn to before me this NI-Z;Cday of Q,,19 P9 .
Notary Public 61a,,C ,e Notary
Public, State of Florida at Large My
Cnmm i c c -i n n V vn i m e • My Commission Expires July IL 1993 10
M,
S]C, MINOl[e]E ]FIllg]E PIl[gO°lI°]EC7[°ION, INC.
21.88 SPRINT BLVD., APOPKA, FL 32703 407-886-6898
Date:
Re:
TO WHOM IT MAY CONCERN:
Please consider this formal authorization for
to act in the behalf of SEMINOLE FIRE PROTECTION, INC. in obtaining necessary
documentation pertaining to the above referenced job.
Thank you,
SEM LE IRE PROTEC ON, I
Russell Kling it
President
State Certificate #0484090181-00
Subscribed and sworn to before me this day of - ,19 ri .
Notary Public &t4t
y16Wy pub4c, State of Florida at Large
My Commission .Expires • My Commission Expires July 11, 1993
i =
II. L,As,r bb'0 HD IN FIRE, IrIZOTE.CTION
J
JEMINOLE FIRE PROTECTION, INC.
2188 Sprint Blvd.
Apopka, FL 32703
407) 886-6898
TO C n / Sew Holed F.ee OP,o f.
30-3 1;feA1Ch 19ve.
SfJn/ y eCl -Z
LEMEM Oo F UMMSOMUL
DATE
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Joe No. .
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ATTENTION
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RE:
WE ARE SENDING YOU t Attached Under separate cover via the following items:
V'
DI
Shop drawings Prints Plans Samples Specifications
Copy of letter Change order -
DESCRIPTION
Lr1 I/t L/U Llt//!I/JI•I%%L•!•%IL IJ
THESE ARE TRANSMITTED as checked below:
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For your use
As requested
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19
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6
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rxooucr teat nreg iK. Gomm. am mai
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CONTRACTOR SEMINOLE FIRE PROTECTION,INC. #
NAME PARK PROMENADE #
LOCATION 2465-71 PARK AVE. SANFORD #
SYSTEM NO. #1 #
CONTRACT NO. #950 #
a A "-
M INOLE FIRE PROTECTION
2188 SPRINT BLVD.APOPKA,FL
407-886-6898
HYDRAULIC DESIGN INFORMATION SHEET
qAME PARK PROMENADE DATE 8/31/89
LOCATION 2465-71 PARK AVE. SANFORD
BUILDING #1 SYSTEM NO. #1
ONTRACTOR SEMINOLE FIRE PROTECTION,INC. CONTRACT NO. #950
ALCULATED BY RAY M.VANCE DRAWING NO. 2 OF 2
CONSTRUCTION:( )COMBUSTIBLE (X)NON—COMBUSTIBLE CEILING HEIGHT 10
CCUPANCY MERCHANTILE
X)NFPA 13 ( )LT.HAZ. ORD.HAZ.GP.( )1(X)2( )3( )EX.HAZ.
Y !( )NFPA 231 ( )NFPA 231C FIGURE 2-2.1B CURVE
OTHER
f !( )SPECIFIC RULING MADE BY DATE
el !AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE
DENSITY— GPM .19 (X)WET( )DRY( )DELUGE( )PREACTION
AREA PER SPRINKLER 108 SPRINKLER OR NOZZLE
HOSE ALLOWANCE GPM —INSIDE 100 MAKE GLOBE MODEL J
HOSE ALLOWANCE GPM —OUTSIDE 150 SIZE 1/2 K—FACTOR 5.5
i !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 165
CALCULATION ! GPM REQUIRED 424.64 PSI REQUIRED 44.24 AT BASE OF RISER
UMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 150
J !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR
a !DATE OF TEST 8/31/89 ! RATED CAP 0 ! CAP. 0
IF !TIME OF TEST 9:OOAM ! AT PSI 0 ! ELEV. 0
STATIC (PSI) 60 ! ELEV 0 !
3 !RESIDUAL (PSI) 53 ! ! WELL
i !FLOW (GPM) 950 ! ! PROOF FLOW GPM 0
ELEVATION 2.5 ! !
LOCATION :CITY MAIN
SOURCE OF INFORMATION :SEMINOLE FIRE PROTECTION,INC.
i
COMMODITY CLASS LOCATION
s !STORAGE HT. AREA AISLE WIDTH
STORAGE METHOD:SOLID PILED % PALLETIZED % RACK Y.
1 ! ! ( )SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ( )ENCAP.
R ! ( )DOUBLE ROW ( )SLAVE PALLET ( )SOLID SHELVING ( )NON—ENCAP.
A ! ( )MULTIPLE ROW ( )OPEN SHELVING
C
K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING
i ! ! LONGITUDINAL TRANSVERSE
i ! ! HORIZONTAL BARRIERS PROVIDED:
SNITS — DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
I
r--- 1 c"? F:__ F l r--Iz o -_r : c: - T : U-3 Ni .._ .__... r; Ne c : cl r-1 r t....I -r- r-_ r"R x r _ !3 1 C3 m
SEM ..OLE FIRE PROTECTION,
JOB- PARK PROMENADE JOB NO #950 DATE 8/31/89 PAGE 1
REMOTE
iHYDRLC. QA C" EQUIV. PIPE PT PT
REF. FLOW DIA. FITTING FTGS. PE PVC* NOTES*
POINT QT LOSS/F LENGTHS TOT. PF PN
20.52 C=120 9.00 13.92 Q=K*SQR(P): P= 13.92
1 1.049 0.00 0.00 K= 5.500 V = 7.61
20.52 0.1364 9.00 1.23
21.41 C=120 9.00 15.15 K= 5.500 P= 15.15
2 1.380 0.00 0.00 VELOCITY = 8.99
41.93 0.1346 9.00 1.21
22.24 C=120 9.00 16.36 K= 5.500 P= 16.36
3 1.610 0.00 0.00 VELOCITY = 10.11
64.17 0.1396 9.00 1.26
23.09 C=120 9.00 17.62 K= 5.500 P= 17.62
4 1.610 0.00 0.00 VELOCITY = 13.75
i
87.26 0.2465 9.00 2.22
24.49 C=120 9.00 19.84 K= 5.500 P= 19.84
5 2.067 0.00 0.00 VELOCITY = 10.68
111.75 0.1154 9.00 1.04
j 25.13 C=120 3.50 20.87 K= 5.500 P= 20.87
b 2.067 1T10.0 10.00 0.00 VELOCITY = 13.08
136.88 0.1679 13.50 2.27
0.00 C=120 0.50 23.14 QA= O.00PT= 23.14
REF1 2.067 1T10.0 10.00 0.00 VELOCITY = 13.08
136.88 0.1679 10.50 1.76
136.88 24.90 CS 1
CM1
20.61 C=120 9.00 14.04 Q=K*SQR(P)• P= 14.04
7 1.049 0.00 0.00 K= 5.500 V 7.65
20.61 0.1375 9.00 1.24
21.49 C=120 9.00 15.27 K= 5.500 P= 15.27
8 1.380 0.00 0.00 VELOCITY = 9.03
42.10 0.1356 9.00 1.22
22.34 C=120 9.00 16.50 K= 5.500 P= 16.50
9 1.610 0.00 0.00 VELOCITY = 10.15
64.44 0.1407 9.00 1.27
23.18 C=120 9.00 17.76 K= 5.500 P= 17.76
10 1.610 0.00 0.00 VELOCITY = 13.8
87.62 0.2484 9.00 2.24
i 24.59 C=120 9.00 20.00 K= 5.500 P= 20.00
11 2.067 0.00 0.00 VELOCITY = 10.72
112.21 0.1162 9.00 1.05
JOB-
SEM-..,(OLE FIRE PROTECTION, INC...._.***#* #* # ** ##
PARK PROMENADE JOB NO #950 DATE 8/31/89 PAGE 2
MOST REMOTE
HYDRLC. QA licit
EQUIV. PIPE PT PT
R REF. FLOW DIA. FITTING FTGS. PE PV #*.**# NOTES *****
IPOINT UT LOSS/F LENGTHS TOT. PF PN
25.23 C=120 3.50 21.04 K= 5.500 P= 21.04
12 2.067 1T10.0 10.00 0.00 VELOCITY = 13.14
137.44 0.1692 13.50 2.28
0.00 C=120 0.50 23.33 QA= O.00PT= 23.33
REF2 2.067 1T10.0 10.00 0.00 VELOCITY 13.14
137.44 0.1692 10.50 1.78
B
137.44 25.11 CS 2
CM2
24.64 C=120 9.00 20.07 Q=K*SQR(P): P= 20.07
13 1.049 0.00 0.00 K= 5.500 V = 9.14
24.64 0.1914 9.00 1.72
25.68 C=120 9.00 21.79 K= 5.500 P= 21.79
14 1.380 0.00 0.00 VELOCITY = 10.79
50.32 0.1886 9.00 1.70
0.00 C=120 9.00 23.49 QA= O.00PT= 23.49
REF4 1.610 0.00 0.00 VELOCITY = 7.93
50.32 0.0890 9.00 0.80
0.00 C=120 9.00 24.29 QA= O.00PT= 24.29
REFS 1.610 0.00 0.00 VELOCITY = 7.93
50.32 0.0890 9.00 0.80
0.00 C=120 9.00 25.09 QA= O.00PT= 25.09
REF6 2.067 0.00 0.00 VELOCITY 4.81
1-------------------------------------------------------------------------------
50.32 0.0263 9.00 0.24
0.00 C=120 3.50 25.33 QA= O.00PT= 25.33
REF7 2.067 1T10.0 10.00 0.00 VELOCITY = 4.81
50.32 0.0263 13.50 0.36
i 0.00 C=120 0.50 25.69 QA= O.00PT= 25.69
REFS 2.067 1T10.0 10.00 0.00 VELOCITY = 4.81
50.32 0.0263 10.50 0.28
50.32 25.96 CS 3
CM3
136.88 C=120 11.00 24.90 QA= 136.88PT= 24.90
CM1 3.260 0.00 0.00 VELOCITY = 5.26
136.88 0.0182 11.00 0.20------------------------------------------------------------------------------
137.44 C=120 13.00 25.11 QA= 137.44PT= 25.11
CM2 3.260 0.00 0.00 VELOCITY = 10.54
274.32 0.0660 13.00 0.86
SEM---.OLE FIRE PROTECTION,
JOB- PARK PROMENADE JOB NO #950 DATE 8/31/89 PAGE 3
REMOTE
HYDRLC. QA C" EQUIV. PIPE PT PT
REF. FLOW DIA. FITTING FTGS. PE PV NOTES*#**
POINT QT LOSS/F LENGTHS TOT. PF PN
50.32 C=120 27.75 25.96 QA= 50.32PT= 25.96
CM3 3.260 1T15.0 15.00 0.00 VELOCITY = 12.47
324.64 0.0902 42.75 3.86
0.00 C=120 66.00 29.82 QA= O.00PT= 29.82
CM4 4.260 0.00 0.00 VELOCITY = 7.3
324.64 0.0245 66.00 1.62
0.00 C=120 2E10.0 28.25 31.44 QA= O.00PT= 31.44
I CM5 4.260 20.00 4.33 VELOCITY = 7.3
324.64 0.0245 48.25 1.18 PE= FOR HT. OF 10.0
0.00 C=120 9.67 36.95 QA= O.00PT= 36.95
TASR 4.260 34.00 0.00 VELOCITY = 7.3
i 324.64 0.0245 34.00F. 43.67 1.07
324.64 38.03 CS 4
BASR
100.00 C=150 6E15.1 95.00 38.03 QA= 100.00PT= 38.03
BASR 4.240 1T30.2 132.80 0.00 VELOCITY = 9.64
424.64 0.0272 12.00F. 227.80 6.22
150.00 C=150 5.00 44.24 QA= 150.00PT= 44.24
HOSE 4.240 1T30.2 30.20 0.00 VELOCITY = 13.05
R
574.64 0.0477 35.20 1.68
574.64 45.92 CS 5
CITY
r
SEr-40LE FIRE PROTECTION, INC.!,_-.,**********************
JOB- PARK PROMENADE JOB NO #950 DATE 8/31/89 PAGE 4
WATER SUPPLY ANALYSIS*****************************
DENSITY X AREA
0.190 X 1500.00 - 285.00
OVERAGE = 39.40 GPM = 39.40
RACKS = 0.00
INSIDE HOSES = 100.00
OUTSIDE HOSES = 150.00
FLOW REQ'D FOR SYSTEM = 324.40
FLOW AT BASE OF RISER = 424.40
MIN FLOW AT BASE OF RISER = 424.64
TOTAL FLOW = 574.64
STATIC PRESSURE = 60.00
RESIDUAL PRESSURE = 53.00 RESIDUAL FLOW = 950.00
FLOW FROM CITY SUPPLY AT 20PSI = 2437 GPM
PRESSURE FROM CURVE a TOTAL FLOW = 57.23
ELEVATION = 2.50 FOOT = 1.08
NO. DIA licit LENGTH FACTOR +FLOW PF FLOW VELOCITY
ADDITIONAL VALVE LOSS, ETC. = 8.00
SAFETY MARGIN = 0.00
PRESSURE AVAILABLE FOR SYSTEM = 48.15
SEM it,:<OLE FIRE PROTECTION,
JOB- PARK PROMENADE JOB NO #950 DATE 8/31/89 PAGE.'S
W.ATER SUPPLY SCHEMATIC**************************.*,**,
I---------------------------------------------------------------------I--------
STATIC PRES.
60.000 PSI
I i
S
U
P i
I P
I L I
it Y
C !
U !
R
it V
i E
PRES. AVAILABLE !
57.238 PSI
I SAFETY MARGIN ! I•
11.318 PSI v I
I SYSTEM DEMAND--> *--------------* * <-- FLOW AVAILABLE I
324.64 GPM / 250 GPM HOSE 1386.05 GPM !
E ! TOTAL DEMAND
V ! 45.920 PSI AT!
R ! 574.64 GPM ! -
C RESIDUAL PRES.->* I
53.000 PSI AT
D 950.00 GPM !
N I
A !
M 2437.21 GPM * !
E AT 20.000 PSI !
D
4.330 PSI (ELEVATION)
1
i i
I
FLOW (GPM)
i
FLOW SUMMARY
SYSTEM FLOW
INSIDE HOSE
OUTSIDE HOSE
TOTAL DEMAND
324.64 GPM
100.00 GPM
150.00 GPM
574.64 GPM
L__