HomeMy WebLinkAbout401 Magnolia Ave 25157 Plans Sprinklers Gables HotelP.O. BOX 427
DEBARY, FLORIDA 32713
Fiize SPIQII;4kl Co.
407-668-8719
407-668-4917
Fire Sprinkler Systems
Installation
Repair
Design
TRANSMITTAL NO.
To__ City Of Sanford Date June 18, 1990
Fire Prevention proj.ct Gables Hotel
1303 French Ave Location 4th & Magnolia
Sanford. Florida 32771 Contract No. 90246
Job No.
We are forwarding 3 Copies of. the following: Please return 1 approved copies.
Drwg. No. Description Action Taken
1 Fire SprinklerPlan Hydraulic
calculations Permit
Application j
Release
Equipment on this Order for Manufacture and Shipment to arrive on Jobsite on or about Furnish
sets of Maintenance Instructions, Spare Parts Lists and Operating Instructions. REMARKS: --
COPIES:
Cell
F` 0
HYDRAULIC DESIGN INFORMATION SHEET
NAME Gables Hotel DATE j une • 12 , 1990
LOCATION 4th & Magnolia, Sanford Florida
BUILDING Hotel SYSTEM NO.
CONTRACTOR State Fire Sprinkler Co.
11
CONTRACT NO. - 90-246
CALCULATED BY DRAWING NO.
CONSTRUCTION: COMBUSTIBLE NON-COMBUSTIBLE CEILING HEIGHTFT. OCCUPANCY
Lig[] t Hazard NFPA
13: ® LT. HAZ. ORD. HAZ. GP. 1 2 3 EX. HAZ. NFPA
231 NFPA 231C: FIGURE CURVE Z
C7
OTHER (Specify) SPECIFIC
RULING MADE BY- DATE AREA
OF SPRINKLER OPERATION Second Flr, SYSTEM TYPE U'
DENSITY .10 jN WET DRY DELUGE PRE -ACTION y
AREA PER SPRINKLER 225 max SPRINKLER OR NOZZLE HOSE
ALLOWANCE GPM: INSIDE 0 MAKE Centra . MODEL Oluick Responc HOSE
ALLOWANCE GPM: OUTSIDE 100 SIZE K-FACTOR RACK
SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 160 CALCULATION
GPM REQUIRED 97.78 PSI REQUIRED_ 46.92 AT BASE OF RISER SUMMARY
C" FACTOR USED: - OVERHEAD 150 UNDERGROUND 150 WATER
DATE &
TIME Feb 19 5 PUMP
DATA RATED
CAPACITY TANK
OR RESERVOIR CAPACITY
Jd
STATIC PSI bO AT PSI ELEVATION S
RESIDUAL PSI 54 ELEVATION. WELL
y
GPM FLOWING 7 w ,
ELEVATION 0 PROOF
FLOW GPM H
r.
LOCATION At Site SOURCE
OF INFORMATION . City of Sanford Fire Dept. COMMODITY
CLASS LOCATION W
STORAGE HEIGHT AREA AISLE WIDTH C7
STORAGE METHOD: SOLID PILED % PALLETIZED % RACK % 0
y
SINGLE ROW CONVENTIONAL PALLET AUTOMATIC STORAGE ENCAPSULATED DOUBLE
ROW SLAVE PALLET SOLID SHELVING NON- MULTIPLE
ROW OPEN ENCAPSULATED Y
cc
FLUE
SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING FT.
IN. LONGITUDINALTRANSVERSEHORIZONTAL
BARRIERS PROVIDED E
HYDRAULIC CALCULATIONS
FOR G A Mye.S H OT E L- 11ATTIG''
SHEET_
I OF 6 _ BY —
DATE
JOB
NO. - - NOZZLE
IDENT.
AND .
LOCATION
FLOW
IN
G.
P.M. PIPE
SIZE
PIPE
FITTINGS
AND
DEVICES
EQUIV.
PIPE
LENGTH
FRICTION
LOSS
P.
S.I./FOOT PRESSURE
SUMMARY
NORMAL
PRESSURE
NOTES
q
I
L
5-o Pt 7 o Pt C:l20 ALL.
PiG1ua STEEL-
S." o
05•
z. F —
Pe — Pv 3B
Q 14•1 T 5-o Pf . 359 Pn q
14
L
oia9
Pt '
t- 559 Pt F
o Pe — Pv 3A
Q 14.E T II-1 Pf . ncl Pn q
L
Pt -7. S-18, Pt AT Fri mAIM kQ
F
Pe Pv T
f Pn q
L
4-(- ol
l8 Pt -
t-c Pt F —
Pe -- Pv 3G
Q I `t T 4-(. Pf \ .323 Pn q
14
L
1-0 oi89
Pt -
1.32-3 Pt F —
Pe -- Pv Q
l y•l T l-o Pf .1 3L Pn 3
Iq IS.29 1
4 1• _ -
o L o -9 of
25 Pt
1.4SS Pt F
co-o Pe —" Pv IQ
29. 99 T 6-9 Pf , 489 Pn q
L
Pt 1.941E Pt r PT 3 MA`
W K:
lo• c.1F FPePv . Q
T Pf Pn Iq
L Pt Pt F
Pe Pv Q
T Pf Pn iq
L Pt Pt F
Pe Pv Q
T Pf Pn q
L
Pt Pt F
Pe Pv TQ
T Pf Pn IPt
L.-
HYDRAULIC CALCULATIONS
FOR GABLB5 Ho-rEL
SHEET_ Z OF 6 _
BY
DATE
JOB NO._
NOZZLE
IDENT.
AND
LOCATION
FLOW
IN
G.P.M.
PIPE
SIZE
PIPE
FITTINGS
AND
DEVICES
EQUIV,
PIPE .
LENGTH
FRICTION
LOSS
P.S.I./FOOT
PRESSURE
SUMMARY
NORMAL
PRESSURE
NOTES
q
L 9-4 Pt 1. O Pt K; s. c-
C
F Pe — Pv
4 A Q 14, 1 T Pf 6(_9 Pn
4 q 1 5.5
L o _9
ss
Pt Pt IC= S L
s-o F s-o Pe -- Pv
Q 30- 2 T 5-9 Pf 1, 58 Pn
q
L Pt 9.2 1`i. Pt Ar Pr Lt
1<= q•°12
F Pe Pv
IQ T Pf Pn
q
L ;q-2
0118
Pt -I.o Pt
F — Pe — Pv'
1 Q I4.-T T iq-2 Pf .G58 Pn
2 q 15.51
L to. Pt 1..658 Pt K- 5.(
F — Pe Pv
IQ 3 0. 2'I T to-2 Pf Pn
3 Iq 4G-R,
12
L 9-o
1909
Pt b.41-1 Pt 1C= 1o•64
1 5.98T= a-n F 8 -o Pe — Pv
IQ 1(..63 T 1-1-o Pf 3.245 Pn
q
L Pt I I.LLZ Pt v- 22.4'+
F Pe Pv
Q T Pf Pn
Iq
2
zt:= is-o L 8-4
t 8
Pt Pt k- c.c.F
22.4`t
33•08
I = iv-o F zo-o Pe Pv
4 IQ I1?-90 T Za-4 Pf 3.'54 Pn
q
L Pt 15.002 Pt AT CdW"Er-TIO"
To RssER
F Pe Pv
Q T Pf Pn
Iq L Pt Pt
F Pe Pv
IQ T Pf Pn
IPt
HYDRAULIC CALCULATIONS
FOR C,Rr3 ES HoTE
SHEET_ -3 OF
BY
DATE
JOB NO._ ATT c-
NOZZLE'
DENT.
AND
LOCATION
FLOW
IN
G.P.M.
PIPE
SIZE
PIPE
FITTINGS
AND
DEVICES
EQUIV.
PIPE
LENGTH
FRICTION
LOSS
P.S.I./FOOT
PRESSURE
SUMMARY
NORMAL
PRESSURE .
NOTES
q
P.V.G.
22
T_z.{ L
o34Z
Pt 15.00Z Pt Tot of 2'7-°
IsFrt.-
F 120-o Pe — Pv
Q 112.91 E'B4-o T 18-4 Pf c,,}o Pn
q V
Sc-w
Fo
L 1-
0 `49 G
Pt 21.40 Pt Tod o
SisTer
2s Fez
tE _ 30'- 8.,
F — Pe 3.28 Pv
Q 11Z.91 T -I-' Pf ,353 Pn
q
u•c..
P.v.c.
1e= 42-b L 9 5-9
oofo2
Pt 35.03 Pt C= I So
BAsL- o F
QscR_
F. e-o Pe -- Pv
IQ 112.91 3GY' to T iGs-9 Pf Pn
HosF- q Ioo.o0
L Pt 3G. 05 Pt eey aeP
AT Cary
Cou.LScTiouFPe
4
Pv,
Q 212.91 T Pf Pn
Iq L Pt Pt
Av.akt-aaL16
P.S.I.
F Pe Pv
IQ T Pf On
q
L Pt Pt
F Pe Pv
Q T Pf Pn.
Iq L Pt Pt
F Pe Pv
IQ T Pf Pn
Iq L Pt Pt
F Pe Pv
IQ T Pf Pn
iq L Pt Pt
F Pe Pv
IQ T Pf Pn
L Pt Pt
F Pe PvIIqQTPfPn
lPt
HYDRAULIC CALCULATIONS
FOR-'AC LES N O TEL
SHEET_ -4 OF 6 ..
BY
DATE-Iz-90
JOB NO._
y
ATT I c
NOZZLE
IDENT.
AND
LOCATION
FLOW
IN
G.P.M.
PIPE
SIZE
PIPE
FITTINGS
AND
DEVICES
EQUIV.
PIPE
LENGTH
FRICTION
LOSS
P.S.I./FOOT
PRESSURE,
SUMMARY
NORMAL
PRESSURE
NOTES
q
14
L Pt 23. co Pt K= 8. 1
EXTEN.o ED
TMRo..1IT - G-o F 12-o Pe -- Pv
2 A Q 39 • o T I'l-co Pf 2. o Pn
q
rz '
T : g-o L 19-11
0 31:'
Pt .4S.c. Pt
v-o F 12-o Pe — Pv
Li IQ 39-0 T 31-II Pf ,1315 Pn
q
L Pt 2'I. try Pt AT ToP OF
RIs IZ
5 EE ATTIC-
PI PIUG Fa,ow luL
11Z.97 c P t.
F Pe Pv
Q T Pf Pn
q
L Pt Pt
F Pe Pv' -
Q T Pf Pn
q
L Pt' Pt
F Pe Pv
Q T Pf Pn
q
L Pt Pt
F Pe Pv
Q T Pf Pn
iq L Pt Pt
F Pe Pv
IQ T Pf Pn
Iq L Pt Pt
F Pe Pv
IQ T Pf Pn
iq L Pt Pt
F Pe Pv
Q I' Pf Pn .
q
L Pt Pt
F Pe Pv
IQ 1 1 T Pf Pn
IPt
HYDRAULIC CALCULATIONS
FOR GA mi r-s HoTm%-
S t-an
SHEET_ s of 5 _
BY
DATE
JOB N0._
NOZZLE
IDENT.
AND
LOCATION
FLOW
IN
G.P.M.
PIPE
SIZE
PIPE
FITTINGS
AND
DEVICES
EQUIV.
PIPE
LENGTH
FRICTION
L055
P.S.I./FOOT
PRESSURE
SUMMARY
NORMAL
PRESSURE
NOTES
q
D•V.G. L - Pt Z3' Pt
EXTENOEC>
rwkc,,j
Y-= 8.1
FT= t-a F _t- o Pe — Pv
21 Q 39 Pf t.58 Pn
q T
v.v.c. 2T : ti o
L 1- to
O12
Pt 25.t8 Pt
I FT = 1-O F 1 3-o Pe — Pv
T 2o-to Pf 1.51 Pn
23 q
L Pt 2e.c-9 Pt t<= 1.55
F Pe Pv
Q T Pf Pn
q
FT e 1-0 L .1 -
o38v
Pt l . o Pt K= 5•c.
F o Pe — Pv, "
2 Q T 2-4- Pf . os9' Pn
q
L Pr -1 0M. Pt
F Pe Pv
Q T Pf Pn
r
q
p.v.c.
1
12
E= 9 o L 1 -'o
105}
Pt 2G.c-9 Pt
5.s`
13.t1
F 9-0 Pe — Pv
3 Q T 20-o Pf 2• t o Pn,
2y q 3o•o5
e.v.c.
2
3Y- 30-0 L z8-3
o (.98
Pt 2 .19 Pt
40-9=) Pe Pv
IQ 91. 1 8 4S' 4-o T 68-3 Pf 4. -1 L Pn
q
1_
P•v.c.
x2
24 o L 59-4.
ozl(-
Pt 33.55 Pt A-r CouuccTlou
To R1sleR
F 120 -0 Pe — Pv
Q 91.18 E= e4-0 T tiq-4 Pf 4.95 Pn
q
S<w
40:
22
L -t'Z
0381
Pt 36.5 Pt Tof- .oc.
f?Ise2
eL_ 18-10 . F — Pe 8.15 Pv
Q 91.16 T 1-t'z Pf :211 Pn
Iq L Pt y92 Pt RAs GF R•
seR F
Pe Pv Q
T Pf Pn IPt
I
HYDRAULIC CALCULATIONS
FOR CaPpJ_ES FiCT EL
µo FL002 CblTl 1\1 L7
SHEET_ 6 of 6 _
BY
DATE
JOB NO
NOZZLE
DENT.
AND
LOCATION
FLOW
IN
G.P.M.
PIPE
SIZE
PIPE
FITTINGS
AND
DEVICES
EQUIV,
PIPE
LENGTH
FRICTION
LOSS
P.S.I./FOOT
PRESSURE
SUMMARY
NORMAL
PRESSURE.
NOTES
q
u.G.
P.v.G .
iE- y2-o L 95-9
00 2
Pt 4G.9Z Pt
C.° ISo
Loss 1-i
cK gssemMLYI.r= 2c, F 6g-o Pe 2.5
Q `i1,le 3Gv= T 1`3-9 Pf 1.0z Pn
11HOSE q 100.00
L Pt 50.44 Pt RkFtrt m AT
CITY Co1A J. A14AIA
IS E 6o P.
S.1, F Pe
Pv Q 191.
18 T Pf Pn q L
Pt
Pt F Pe
Pv Q T
Pf Pn q L
Pt
Pt F Pe
Pv IQ T
Pf Pn Iq L
Pf Pt F Pe
Pv IQ T
Pf Pn q L
Pt
Pt F Pe
Pv IQ T
Pf Pn q L
Pt
Pt F Pe
Pv Q T
Pf Pn Iq L
Pt Pt F Pe
Pv IQ T
Pf Pn Iq L
Pt Pt F Pe
Pv Q T
Pf Pn q L
Pt
Pt F Pe
Pv IQ T
Pf Pn lPt
acct 2S-19-30-SAG-0602-O(SA-0-2 CURRENT 9() date 06/19/90 PI
name CAMERON MARION D jval land 10,300
addl 600 LAUREL AVE agrr.
add2 activity extr feat 0
SANFORD FL 32771 P bldg 31,390
pad 401 MAGNOLIA AVE total Val 41,69C)
td dor flg exrcpt exemptions ex' -'amount yr % acre/ff tax -due e&i
S1 08 00 000000 0 OC) 713.40 000C)
sd: pnior-Val36,620
note 865-78 857-494 670-584 ALUM SIDING THE GABLES HOTEL.
2044-862 WD
legal W 67 FT OF LOTS 9 + 10 BLK 6 TR 2
TOWN OF SANFORD PB 1 PG 63
sales data
SU RD 10/89 02111 1642 1P,O0O I
U Qi - 1'-') 2 / 8 2 01378 0569 100 1
SQ WD 00175 01063 1645 33,000 1 JCO20390
land 2S 10 12/88
6ldg SO 02/01/90
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