HomeMy WebLinkAbout3705 Orlando Dr 21254FLORIDA FIRE SPRINKLER ASSOCIATION, INC.
STANDARD DATA SHEET: PLANS SUBMISSION FOR FIRE PROTECTION
DOLLAR VALUATION• OVER $5,000.00 YES: 7,600.00 NO:
STATE CERTIFICATE HOLDER: James A. Inman
STATE CERTIFICATE NO:0030710181-00
NO: OF HEADS: 106 GEN.CONTRACTORS PERMIT NO:
1). Project Name: McDuff
Address: 3705 Orlando Dr.
2). Owner's Name: McDuff
Address: 3705 Orlando Dr.
Responsible Party: Phone No:
3). Sprinkler Contractor: Vesta Fire Protection, Inc.
Address: 1870 N. Rio Grande Av., Orlando, FL 32804
Submitted By: George McKinney Phone No: 425-2548
4). Classification of Hazard: Ordinary Group II
Method of Storage: Storage Height:
5). Type of Work: Hydraulic: X Pipe Schedule:
Ne;' System: :; n"` 1S' ` Existing System: Lnt. LVia VL
Tenant Work: New Building: X Existing Building:
minor alterations)
6). Flow Information From Supply Main: Static: 50 PSI
Residual: 30 PSI
Flow: 790 GPM
Other Sources of Water:
7). Sprinklers:
Manufacturer: Type: Size: Rating: Model:
Viking Pendent 1 2" 1550 Microma-ic
Central Upright 1 21t - "All
8). System Features:
Combination:
Sprinklers: X Standpipe:
Wet: X
Fire Pump: Underground:
Type of Occupancies Covered:
Dry: Other:
Lead -In
Mercantile
i HYDRAULIC SUMMARY SHEET
NAME G V FiC DATE
LOCATION Sir, No e CNTt:"/
BUILDING 3 7044-,oA/ P D PA-, 5,,9-,vFo)e0 SYSTEM NO. CONTRACTOR -
sT —i ROTeG r iv lAlG, CONTRACT NO. 8 (05- . CALCULATED
BY DRAWING NO. CONSTRUCTION:
COMBUSTIBLE -COMBUSTIBLE 'CEILING HEIGHT 0 FT. OCCUPANCY /
k0t4-AN -r'iGLr 02
NFPA 13: LT. HAZ. ORD. HAZ. GP. 1 Z2 , 3 EX. HAZ. NFPA
231 NFPA 231C: FIGURE CURVE ZZ
c
OTHER (Specify) W
SPECIFIC RULING MADE BY DATE O
w
AREA OF SPRINKLER OPERATION _LSOD . SYSTEM TYPE DENSITY
0 WET DRY DELUGE PRE -ACTION AREA
PER SPRINKLER f,312 11-04 HOSE
ALLOWANCE SPRINKLER
OR NOZZLE O //
V MODEL 1 NPaid= GPM: INSIDE HOSE
ALLOWANCE GPM: OUTSIDE MAKE
SIZE
IZ" K-FACTO 6742 RACK
SPRINKLER ALLOWANCE TEMPERATURE RATING CALCULATION
GPM REQUIRED 3 -57 PSI REQUIRED 3g • AT BASE OF RISER. SUMMARY
C" FACTOR USED: OVERHEAD UNDERGROUND • WATER
FLOW TEST DATE &
TIME 7=Z—R(a_ PUMP
DATA RATED
CAPACITY TANK
OR RESERVOIR CAPACITY —
CAPACITY IL
ILSTATIC. PSI SD AT PSI ELEVATION a
C
RESIDUAL
PSI 30 716
ELEVAT'
ION GPM
FLOWING WELL w
ELEVATION Z'b PROOF FLOW GPM 3
LOCATION N oN SOURCE
OF INFORMATION COMMODITY
CLASS LOCATION _ w
STORAGE HEIGHT AREA AISLE WIDTH Q"
STORAGE METHOD: SOLID PILED % PALLETIZED % RACK % SINGLE
ROW [j CONVENTIONAL PALLET AUTOMATIC STORAGE ENCAPSULATED co }
DOUBLE
ROW SLAVE PALLET SOLID SHELVING NON- MULTIPLE
ROW OPEN ENCAPSULATED D
y FLUE
SPACING IN INCHES CLEARAN,C,E FROM TOP OF STORAGE TOCEILING 2 . LONGITUDINAL_______
TRANSVERSE FT. IN. v
HORIZONTAL.
BARRIERS:PRION.IDEIa A®
OREVIATIONS.USBDIN CALCULATIONS 0 -
PLOW INCREMENT AT SPECIFIC LOCATION- TEE•PLOW TURNED 90• O .
PLOW AT A SPECIFIC LOCATION C. CR080.PLOW TURN60 900 O.
P.M. - GALLONO PER MINUTE - - OEL.V. - DEL000.VALVE P.
S.I.. POUND PER SQUARE INCH - O.P.V.. DRY PIPE VALVE PT.
TOTAL PRESSURE IN P.D.I. - AL.V. ALARM VALVE Pp.
PREBBURE LOOS DUE TO FRICTION OV .DATE VALVE PE -
PREBSURE CHANGE, OUC TO ELEVATION CV . OWING CHECK VALVE PN
PRESSURE NORMAL AV ANGLE VALVE.,. PV .
PRESSURE' VELOCITY GLV . GLOBE VALVE; EEC .
400 ELBOW ST . STRAINER E .
90" ELBOW BPP . 13ACKPLOW PREVENTED L.
T.E.. LONG TURN ELBOW DCV - DETECTOR CHECK VALVE TW .
THIN.WALL PIPE - - BV BUTTERFLY VALVE - II u.
c.v___w A.ir cA_:C M.E C.K V.A.L.V.E
100 200 300 600
MULTIPLY SCALE BY D a 0
GPM v 3 z i
m--4
500 600 TOo
m
800 80U IOOo
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K FIRENET
HYDRAULIC ANALYSIS OF A FIRE PROTECTION SPRINKLER SYSTEM
VERSION 1 = JULY 1984 ,
DATE FOR THIS COMPUTER RUN
ID FOR. THIS COMPUTER RUN a Mc DUFF
INPUT DATA FILE NAME _ 8653
s
OUTPUT DATA FILE NAME MCDUFF
t** SPRINKLER SYSTEM'.DATA.SUMMARY Xc
WATER SUPPLY CHARACTERISTICSs,
STATIC PRESSURE = ' 50 PSI
RESIDUAL PRESSURE _ 30 PSI
RESIDUAL FLOW _ 790GPM ELEVATION
OF.PRESSURE GAGE _ Q FT. FLOW
REQUIREMENTS: OUTSIDE
HOSE FLOW REQUIREMENT,(AT SUPPLY). 250 GPM INSIDE
HOSE FLOW REQUIREMENT CAT LOCATION 0 ) 0 GPM TOTAL
SPRINKLER SYSTEM ,FLOW REQUIRED (BASE OF RISER) O GPM SPRINKLER
INFORMATION: MAXIMUM
SPACING OF SPRINKLER HEADS - 10 FT. MAXIMUM
SPACING OF BRANCH LINES 12 FT. REQUIRED
MINIMUM FLOW (PER SPRINKLER) 22_R RPM
r . I'• L b .jt .::'. .. ) u'r..4..W.•li`MT•h'•.f'u^. r •Sh •T •'M•Sk iT P AFT M+Mf %+N•TT+TM1T•T•xFT N N'•W.TAL•'MMTTT•A!M T AK••i s .Y. ,
cXnK` c SUMMARY OF HYDRAULIC CALCULATIONS c Cic C Cc C c c
NODES FLOW...,,,,. PIPE EGlV. M dJ DIA. PSI/ V. T. RT :...END DIFE..
FROM--T0 GFM) .. FT:. a.:FT:....o0-TFT.n,:PSI.-r PSI. PSI.
1 2 350.91 110.00 102.80 150 6.09 0.33 0.00 34.82 47
I:
070
2 3 350.91 10.30 22.00 120 4.26 2.84 4.46 34.113
III
5..38 I
E 3 4 350.91 73.00 20.00 120 4.26 2.84 0.00 28.73 26.09 2.64
4 5 245.99 12.00 0.00 120 4.26, 1.47 0.00 26.09. 25.92 0.18
5 6 122.93 12.00 0.00 120 4.26 0.41 0.00 25.92 25.87 0.05
4 14 104.92 0.58 10.00 120 2.15 8.48 0.25 26.09 24.94 1.15
5 15 123.05 0.58 10.00 120. 2.15 11.40 0.25 25.92 24.46 1.46
6 16 122.93 0.58 10.00 120 2.15 11.38 0.25 25.87 24.41 1.46
I 14 98 104.92 r6.00 10.00 120. 2.15 8.48 0.00 24.94 23.59 1.36
15 99 123.05 6.00 10.00 120 2.15 11.40 0.00 24.46 22.63 1.82
16 100 122.93 6.00 10.00 120 2.15 11.38 0.00 24.41 22.59 1.82
98 101 104.92 10.00 0.00 120 2.15 8.48 0.00 23.59 22.74 0.85
99 102 123.05 10.00 0.00 120 2.15 11.40 0.00 22.63 21.49 1.14
100 103 122.93 10.00 0.00 120 2.15 11.38 0.00 22.59 21.45 1.14
101 104 78.23 0.00 0.00 120 2.15 4.93 0.00 22.14 22.34 0.39
102 105 97.11 8.00 0.00 120 2.15 7.35 0.00 21.49 20.91 0.59
103 106 97.01 8.00 0.00 120 2.15 7.34 0.00 21.45 20.87 0.59
104 107 51.78 10.00 0.00 120 1.69 7.41 0.00 22.34 21.60 0.74
105 108 71.51 10.00 0.00 120 1.69 13.47 0.00 20.91 19.56 1.35
106 109 71.44 10.00 0.00 120 1.69 13.45 0.00 20.87 19.52 1.34
107 110 25.76 10.00 0.00 120 1.45 4.29 0.00 21.60 21.17 0.43
108 ill 46.75 10.00 0.00 120 1.45 12.93 0.00 19.56 18.27 1.29
109 112 46.71 10.00 0.00. 120 1.45 1291 0.00 19.52 18.23 1.29
111 113 22.82 10.00 0.00 120 1.05 16..57 0.00 18.27 16.61 1.66
112 114 22.80 10.00 0.00 120 1.05 16.54 0.00 18.23 16.58 1.65
THE MAXIMUM VELOCITY OF 10.87 FT/S OCCURS BETWEEN NODES 99 AND 102
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