155 Towne Center Cir - 95-002486 (1995) (BARNIES) (INTERIOR BUILDOUT) DOCUMENTSI -5 5 -rautu- cr CLAc
ZONE
CONTRACTOR
ADDRESS D L'i"Y Lr) , <2
PHONE # ,j G, Q
LOCATION
OWNER
II --(`
ADDRESS VA--Q S J U
PHONE #
1 q (-(-
PLUMBING CONTRACTOR
ADDRESS
PHONE #
S ELECTRICAL CONTRACTOR Lr
ADDRESS
PHONE #
S-7 MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS ()
FINISHED FLOOR
ELEVATION REQUIREMENTS (__)
ARCH I- ECTURAL APPROVAL DATE:
In
PERMIT #
J 0 B , Llcr,
COST $ %t ct) C)
r -i
FEE $ `bc)
STATE NO.
FEE $ (d
FEE $
FEE $
SUBDIVISION:
LOT NO.
BLOCK:
SECTION:
SQUARE FEET:.
MODEL:
OCCUPANCY CLASS: l.:(5-)-vlrn
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT.
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATEI
TT
EPI:
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BP101IO2 CITY OF SANFORD
Land Master Selection By Street Address
Tvpe options. press Enter.
1=Select 5=View detail
Opt Street address
136 TOWNE
137 TOWNE
140 TOWNE
141 TOWNE
150 TOWNE
151 TOWNE
152 TOWNE
155 TOWNE
156 TOWNE
157 TOWNE
159 TOWNE
160 TOWNE
161 TOWNE
164 TOWNE
165 TOWNE
9/12/9
14:24:21
Own er•
CENTER CR7S 05I95 ;,r.7 98 GAP STORE CENTER
CR CENTER
CR GAP KIDS CENTER
CR812.So 71of95*21198 MAYOR JEWELERS CENTER
CRS1/97.sb ;2g99 NINE WEST CENTER
CR CENTER
CR,'9S/2.so 6,/-.1,A_,5e9-47-/TALBOTS CENTER
CRZ'/95o 8/ii%95 t9 2SSq BARNIE' S COFFEE &. TE CENTER
CRC//37,so BODY SHOP CENTER
CR 912.5o 7/„/9s 2y90 GODIVA CENTER
CR$g7S Z-/iZ/qsrx 2349 VICTORIA SECRETS CENTER
CR,48'12,50 /zz/qs r 24G2- LERNERS DEPT STORE CENTER
CRNoroE ouE PIERCING PAGODA CENTER
CR SEMINOLE TOWNE CENTS CENTER
CRJ(97s 9/to/9sst 2553 AMERICAN EAGLE OUTFI + F3=
Exit F12=Cancel 07-
04 SA MW KS IM II S1 AO KB BP101IO2
CITY OF SANFORD 9/12/95 Land
Master, Selection By Street Address 14:25:06 Tvpe
options. press Enter. 1=
Select 5=View detail Opt
Street address Owner 166
TOWNE CENTER CR%`1/87.So-9/s/9-5,0 2544•J RIGGINS 167
TOWNE CENTER CRO'1197.So G/3o/95sr 2g3o BOMBAY CO 168
TOWNE CENTER CR)K975' 6/27/9Sy*- 2,/&7 LADY FOOT LOCKER 169
TOWNE CENTER CR NONt COG SUNGLASS HUT (KIOSK) 170
TOWNE CENTER CR%i-5o 8/iWvs tt 256Z GARDEN BOTANIKIA 1
7 1 TOWNE CENTER CRXy37, So 7/3//95 2517 CARLTON CARDS 173
TOWNE CENTER CRx(,So 7/31/9s.25247 GYMBOREE STORE T
175
TOWNE CENTER CR S325 7/7/95-fr 2148.7 A SHOP CALLED MANGO 176
TOWNE CENTER CR SEMINOLE TOWNE CENTE 177
TOWNE CENTER CR&o b 'd11o19S-44ZSS2- PETITE SOPHISTICATES 179
TOWNE CENTER CR 32S 25(,s" PATCHINGTON 180
TOWNE CENTER CR i- 9bE--T^', —r , *E 181
TOWNE CENTER CR 182
TOWNE CENTER CRs(,/87,s'o 7/zy/9sur Z5i2 G N C 183
rOWNE CENTER CR NONC Duc; LETS TALK CELLULAR F3-
Exit F12=Cancel 07-
04 SA MW KS IM II S1 AO KB
FROM THE CITY BUILDING OFFICIAL
September 12, 1995
TO: All Concerned Departments
FROM: Gary Winn, Building Officiary— - -
SUBJECT: Issuance of Certificate of Occupancy,for the Build
Out of Interior of Mall and Interior Local Stores
The undersigned have agreed to approve the issuance of the Certificate
of Occupancy for all interior local stores and the Mall area itself.
Engineering
Zoning
Public Work:
Utilities
GW/ar
clre01 OW /CZ6 P9Yi`i K>
CITY OF SANFORD, FLORIDA
q 3057
PERMIT NO. DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: I
OWNER'S NAME
ADDRESS OF JO
MECHANICAL CC
RESIDENTIAL COMMERCIAL
Subject to rules and regulations of Sanford mechanical code.
NATURE OF WORK
I
L._
COMPETENCY CARD NO. a CO 05-0 k ?
September 5, 1995
Gary Winn
City of Sanford
P.O. Box 1788
Sanford, FL 32712-1788
Re: Letter of Request
Dear Mr. Winn:
In regards to the Barnie's Coffee & Tea stores that are to be opened in the Seminole Towne
Center, we would like to request a permit to stock the stores before a C.O. permit is issued.
The store is scheduled for final inspection on Friday September 15, 1995. In the event we do not
pass inspection and are unable to get the C.O. permit on this day we will be unable to receive the
store set arriving on Saturday 16, 1995.
We are hoping to meet the qualifications and -pass the inspection on September 15th, but in the
event we do not, we would appreciate being able to receive the shipment due on September 16th
and being able to stock the store in time for The Grand Opening of Seminole Towne Center on
September 21, 1995.
Thank you for your time and consideration.
Dave DeVore
Coordinator of
Maintenance & Repair
340 N. Primrose Drive - Orlando, Florida 32803-5889.407/894-1416 - FAX 407/898-5341
ca
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41
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CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS (b ( 1 j
Total Contract Price of Job
Describe Work r
PERMIT NUMBER
Total Sq. Ft.
Type of Construction Flood Prone (YES)
Number of Stories Number of Dwellings Zoning _
Occupancy: Residential Commercial Industrial
LEGAL DESCRIPTION
TAX I.D. NUMBER
OWNER _
ADDRESS
CITY
please attach printout from Seminole Count
WO oo --O6oC) A
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
STATE
CITY STATE
BONDING COMPANY
ADDRESS
CITY
ARCHITECT
ADDRESS _
CITY
MORTGAGE LENDER
ADDRESS
CITY
STATE
STATE
STATE
I• .T*T i7R63'uT:fT-7
ZIP
ZIP
ZIP
ZIP
ZIP
I c
CONTRACTOR ifP---QD r in n PHONE NUMBER 13/,-3y/q -
ADDRESS / ST. LICENSE NUMBER
CITY STATE ZIP
Application is hereby made to obtain a permit to do the work and installations as
indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured
for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating Construction
and zoning. A COPY OF.THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional
restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental
entities such as water management districts, state agencies, or federal agencies.
ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
D n
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O h
Signature of Owner/Agent & Date Signature of Contractor & Date 0 n l<
Z
Type or Print Owner/Agent Name Type or Print Contractorf's Na e d x
y
J\ OA:n
0 OOLro ,
Signature of Notary & Date Signature f Notary & Date
Official Seal) PYIficial Seal)
z'o;P ......... ` Notary Public, State of Flodde i
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C O
N O
4j y O,
Z a E
CINDY L. JORDAN
1 l`Ay Comm. Exp. May 31, 1998
Comm. No. CC 376989
Application Approy BY: Date: /
FEES: Building L
V Radon Police ire
Open Space Roa mpact jAA pl' ation
PERMIT VALIDATION: CHECK CASH DATEg BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
H
9AN
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORD
FLRE=DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952 '
DATE:., / % },S
r
PERMIT #:
BUSINESS NAME: fir"i /'
ADDRESS: f_SS'', llar.n e GPn T , G,
PHONE NUMBER:(
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
0AMOUNT $ y
COMMENTS:
Fees must be paid to Sanford Building Department, 300 N.
Park Avenue, Sanford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any further services can take place.
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordinances of the
Cirf Sanford, Florida.
A
Sanfonfl F%iy"e Prevention A PliXdnts Signatu
C
FIRE PROTECTION BY COMPUTER DESIGN
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PROJECT NAME:
CONTRACTOR.:
D/A LOCATION:
SYSTEM NO.
CONTRACT NO.
FIRE TURNS US ON !
WIGINTON FIRE SPRINKLERS, INC.
450 South C.R. #427
Longwood, F1. 32752-0160
407-831-3414
BARNIES COFFEE & TEA (MALL AREA) x
GENDRON CORP.
FRONT OF STORE, SPACE E-11
1
27328-5
PAGE 001
WIGINTON FIRE SPRINKLERS, INC.
407-831-3414
HYDRAULIC DESIGN INFORMATION SHEET
NAME BARNIES COFFEE & TEA (MALL AREA) DATE - 8/14/95
LOCATION - FRONT OF STORE, SPACE E-11
BUILDING - 183 TWN. CTR.. CIR.,'SANFORD, FL. SEM.MALL SYSTEM NO. 1
CONTRACTOR GENDRON CORP. CONTRACT NO. 27328-S
CALCULATED BY M. FERGUSON DRAWING NO. 1 OF 1
CONSTRUCTION: ( } COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT 11-0
OCCUPANCY MERCHANTILE
S (X)NFPA 13 ( )LT HAZ OP.D.HAZ.GP ( )1 (X)2 ( )3 ( )EX.HAZ.
Y ( )NFPA 231 ( )NFPA 231C FIGURE CURVE
S ( )OTHER
T ( )SPECIFIC RULING MADE BY DATE
E
M AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE SPRINKLER/NOZZLE
DENSITY-GPM/Ft-2 .20 (X) WET MAKE RELIABLE
D AREA PER SPRINKLER VARIES ( ) DRY MODEL G1
E ELEVATION AT HIGHEST OUTLET 11 ( } DELUGE SIZE 1/2
S HOSE ALLOWANCE GPM -INSIDE 100 ( ) PREAATION K-FACTOR 5.62
I RACK SPRINKLER ALLOWANCE 0 ( }-OTHER TEMP.RAT.165
G HOSE ALLOWANCE GPM -OUTSIDE. 150 FED FROM CITY SUPPLY
N HOSE ALLOWANCE GPM -OUTSIDE: 0 - FED FROM PUMP.
NOTE
CALCULATION GPM REQUIRED 662.03 PSI REQUIRED 56.728. AT WATER SUPPLY
SUMMARY C-FACTOR USED OVERHEAD 120 UNDERGROUND 120
W WATER FLOW TEST: PUMP DATA: TANK OR RESERVOIR:
A DATE OF TEST RATED CAP. 0 CAP.
T TIME OF TEST @ PSI 0 ELEV..
E STATIC (PSI) 60 ELEV. 0
R RESIDUAL (PSI) 49 ADJUSTED RES. PRES. 'WELL
FLOW (GPM) 1511 0 GPM @ PROOF FLOW GPM
S ELEVATION 0 0 PSI @ PUMP
P LOCATION : AT B.F.P.
P
L SOURCE OF INFORMATION
Y
C COMMODITY CLASS LOCATION
0 STORAGE HT. AREA AISLE W.
M STORAGE METHOD: SOLID PILED PALLETIZED % RACK
M
SINGLE ROW ( ) CONVEN. PALLET ( } AUTO. STORAGE ( ) ENCAP.
S R ( ) DOUBLE ROW ( } SLAVE PALLET ( } SOLID SHELF ( ) NON
T A ( ) MULT. ROW ( ) OPEN SHELF
R K FLUE SPACING CLEARANCE:STORAGE.TO CEILING
A LONGITUDINAL TRANSVERSE
E HORIZONTAL BARRIERS PROVIDED:
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW(GPM) PRESSURE (PSI)
PAGE 002
WIGINTON FIRE SPRINKLERS;,INC.
BARNIES COFFEE & TEA (MALL AREA)
WATER SUPPLY CURVE
Static PSI = 60.000 PSI`;
Pressure Available at Demand ; Resid. PSI = 49.000 PSI
57.610. PSI ; Resid.-Flow = 1511.000 GPM
FLOW AT 20.000 PSI 3036.18 GPM
v
Safety Margin
0.882 PSI -------
v Flow Available at Demand
x<------------- >*<----- 784.56 GPM i e
Safety Margin s
122.53 ;GPM 9
Total System \ y
Demand
662.03 GPM
56.72 PSI
System Flow = GPM412.03 GPM Rack Allowance = 0.00
Inside Hose = 100.00 GPM Elevation to Heads - 11.000 FT.
Outside Hose _ 150.00 GPM
WIGINTON FIRE SPRINKLERS, INC.
JOB- BARNIE'S COFFEE & TEA (M.A.) JOB NO- 27328-S DATE 081495 PAGE
6
FITTING.NAME
i
TABLE.
ABBREV. NAME
A ALARM VALVE
B BUTTERFLY VALVE
C VIC. COUPLING ROLL GRV. r
D DRY PIPE VALVE
a _
E 90' STANDARD ELBOW
I
F 45' ELBOW ;
G GATE VALVE 9
I GROOVED CHECK VALVE
J CENTRAL SHOTGUN VALVE
s K DETECTOR CHECK
L 90' LONG TURN ELBOW
M FIRELOCK 90 ELBOW
N FIRELOCK 45 ELBOW
0 FIRELOCK TEE
P PREACTION/DELUGE VALVE
Q FLOW CONTROL
S SWING CHECK VALVE
T TEE or CROSS - FLOW 90'
U MILWAUKEE BUTTERBALL VA.
V CPVC TEE BRANCH _.
W WAFER CHECK VALVE
X CPVC TEE RUN
Y CPVC ELBOW 90'
Z
i
CPVC ELBOW 45
i
WIGINTON FIRE SPRINKLERS, INC.
JOB- BARNIE'S COFFEE TEA M.A.) JOB NO- 27328-S DATE 081495 PAGE
i
HYD Qa DIA. FITTING PIPE Pt Pt
REF
licit or FTNG'S Pe Pv NOTES
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Fin
23 68 1.049 1E 2.00 1.83 17.75 17.75 K 5.62 11
a
1A C=120 0.00 2.00 0.00 0.00
23.68 0.1801 0.00 3.83 0.69 0.00 Vel 8.79
1 23.68 18.44 K _ 5.515
24.63 1.049 1E 2.00 1.00 19.20 19.20 K_= 5.62
2A C=120 0.00 2.00 0.00 0.00
24.63'0.1933 0.00 3.00 0.58 0.00 Vel 9.14
2 24.63 19.78 K _ 5.538
22.86 1.049 1E 2.00 1.00 16.55 16.55 K =
9
5.62'
3A C_120 0.00 2.00 0.00 0.00
i---------------
22.86 0.1666 0.00 3.00 0.50 0.00 Vel 8.49
3 22.86 17.05 K _ 5.537
23..70 1.049 1E 2.00 1.00 17.78 17.78 K = 5.62
4A C=120 0.00 2.00 0.00 0.00
23.70 0.1766 0.00 3.00 0.53 0.00 Vel 8.80
4 23.70 18.31 K 5.538
23.00 1.049 1E 2.00 1.83 16.76 16.76 K = 5.62
5A C=120 0.00 2.00 0.00 0.00
23.00 0.1671 0.00 3.83 0.64 0.00 Vel 8.54
5' 23.00 17.40 K 5.514
22 83 1.049 1E 2.00 1.83 16.50 16.50 K -= 5.62
6A C=120 0.00 2.00 0.00 0.00
22.'83 0.1644 0.00 3.83 0.63 0.00 Vel 8.48
e
6 22.83 17.13 K 5.515
23.83 1.049 1E 2.00 1.83 17.99 17.99 K = 5.62
I 7A C=120 0.00 2.00 0.00 0.00
23.83 0.1801 0.00 3.83 0.69 0.00 Vel 8.85
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI'
f
WIGINTON FIRE SPRINKLERS, INC.
JOB- BARNIE'S COFFEE TEA M.A.) JOB NO- 27328-S DATE 081495 PAGE
HYD. Qa DIA. FITTING PIPE Pt Pt
REF f1Ci or FTNG'S Pe pV k:kk: NOTES
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
7 23.83 18.68 K _ 5.514
B
23.00 1.049 1E 2.00 1.00 16.75 16.75 K = 5.62
8A C=120 0.00 2.00 0.00 0,00
23.00 0.1666 0.00 3.00 0.50 0.00 Vel'= 8.54
8 23.00 17.25 k _ 5.537
923.84 1.049 1E 2.00 1.00 17.99 17.95.62K =
9A C=120 0.00 2.00 0.00 0.00 I'
E 23.84 0.1800 0.00 3.00 0.54 0.00 Vel 8.85 !
I-
I
9 23.84 18.53 K _ 5.538
25.58 1.049 1E 2.00 1.00 20.71 20.71 K = 51.62
10A C=120 0.00 2.00 0.00 0.00
25.58 0.2066 0.00 3.00 0.62 0.00 Vel
10 25.58 21.33 K _ 5.539
25.39 1.049 1E 2.00 1.83 20.41 20.41.K 5.62
11A C=120 0.00 2.00 0.00 0.00
7 --------------
25.39 0.2036 0.00 3.83 0.78 0.00 Vel '= 9.43
11 25.39 21.19 K 5.516
25.79 1.049 1E 2.00 1.00 21.06 21.06 K = 5.62
12A C=120 0.00 2.00 0.00 0.00
25.79 0.2100 0.00 3.00 0.63 0.00 Vel 9.57
12 25.79 21.69 K 5.538
24.04 1.049 1E 2.00 1.00 18.30- 18.30 K = 5.62
13A C=120 0.00 2.00 0.00 0,.00
24.04 0.1800 0.00 3.00 0.54 0.00 Vel 8.92.
13 24.04 18.84 K 5.538
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI'
WIGINTON FIRE SPRINKLERS, INC.
JOB- BARNIE'S COFFEE TEA M.A.) JOB NO- 27328-5 DATE 081495 PAGE
i----------
HYD. Qa DIA. FITTING PIPE Pt Pt
REF licit or FTNG' S Pe Pv NOTES
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
24.61 1 049 1E 2.00 1.00 19.18 19.18 K = 5.62 ;
14A C=120 0.00 2.00 0.00 0.00 a
24.61 0.1900 0.00 3.00 0.57 0.00 Vet 9.14
14 24.61 19.75 K =
3
5.538
24.21 1.049 lE 2.00 1.0V 18.56 18.56 K = 5.`62
15A C=120 0.00 2.00 0.00 0.00
24.21 0.1833 0.00 3.00 0.55 0.00 Vel 8.99 s
3
15 24.21 19.11 K _ 5.538
25.11 1.049 1E 2.00 1.00 19.96 19.96 K = 5.62
16A C=120 0.00 2.00 0.00 0.00 s
25.11 0.1966 0.00 3.00 ' 0.59 0.00 Vel 9.32
16 25.11 20.55 K = 5.539
25.94 1.049 1E 2.00 1.83 21.30 21.30 K = 5.62
17A C=120 0.00 2.00 0.00 0.00
25.94 0.2114 0.00 3.83 0.81 0.00 Vel 9.63
17 25.94 22.11 K 5.517
i'-------
23.68 1.049 1E 2.00 12.00 18.44 18.44
1 C=120 0.00 2.00 0.00 0.00
23.68 0.1778 0.00 1400 2.49 0.00 Vel 8.79
18 23.68 20.93 K 5.177
24.63 1.049 1T 5.00 1.00 19.78 19.78
2 C=120 0.00 5.00 0.00 0.00
24.63 0.1916 0.00 6.00 1.15 0.00 Vel 9.14
23.68 1.380 1T 6.00 0.50 20.93 20.93
18 C=120 0.00 6.00 0.00 0.00
48.31 0.1738 0.00 6.50 1.13 0.00 Vel 10.36
i
19 48.31 22.06 K 10.285
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI
WIGINTON FIRE SPRINKLERS, INC.
JOB- BARNIE'S COFFEE & TEA (M.A.) JOB.NO- 27328-S DATE 081495 PAGE
HYD. Qa DIA. FITTING PIPE Pt Pt
REF C" or FTNG'S Pe Pv NOTES
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
22.86 1.049 1E 2.00 12.00 17.05 17.05
3 C=120 0.00 2.00 0.00 0.00 E
22.86 0.1664 0.00 14.00 2.33 0.00 Vel = 8.49
20 22.86 19.38 K = 5.193 s
23.70 1.049 1T 5.00 1.00 18.31 18.31
4 C=120 0.00 5.00 0.00 0.00
23.70.0.1783 0.00 6.00 1.07 0.00 Vel = 8.80
22.86 1.380 1T 6.00 10.50 19.38 19.38
20 C=120 0.00 6.00 0.00. 0.00
46.56 0.1636 0.00 16.50 2.70 0.00 Vel 9.99
21 46.56 22.08 K = 9.909
23.00 1.0491E 2.00 7.50 17.40 17.40
5 C=120 0.00 2.00 0.00 0.00
23.00 0.1684 0.00 9.50 1.60 0.00 Vel = 8.54
22 23.00 19.00 K = 5.276
22.83 1.049 1T 5.00 6.25 17.13 17.13
6 C=120 0.00 5.00 0.00 0.00
22.83 0.1662 0.00 11.25 1.87 0.00 Vel = 8.48
23.00 1.380 0.00 4.75 19.00 19.00
22 C=120 0.00 0.00 0.00 0.00
45.83 0.1600 0.00 4.75 0.76 0.00 Vel = 9.83
23 45.83 19.76 K = 10.311
23.83 1.049 1T 5.00 1.00 18.68 18.68
7 C=120 0.00 5.00 0.00 0.00
23.83 0.1800 0.00 6.00 1.08 0.00 Vel = 8.85
45.84 1.610 1T 8.00 7.00 19.76 19.76
23 C=120 0.00 8.00 0.00 0.00
69.67 0.1626 0.00 15.00 2.44 0.00 Vel = 10.98
24 69.67 22.20 K = 14.788
UNITS - DIAMETER (INCH) LENGTH (FOOT)
I
FLOW (GPM) PRESSURE ;PSI
WIGINTON FIRE SPRINKLERS., INC.
JOB- `BARNIE'S COFFEE & TEA
i
M.A.) JOB NO- 27328-5_ DATE 081495 PAGE
a
HYD. Qa DIA. FITTING PIPE Pt Pt
REF f,Ci, or FTNG' S Pe Pv NOTES r***
POINT Qt Pf/F Eqv. Ln. TOTAL Pf, Pn
i 23.00 1.049 1E 2.00 12.00 17.25 17.25
8 C=120 0.00 2.00 0.00: 0.00
23.00 0.1685 0.00 14.00 2.36 0.00 Vel = 8.54
25 23.00 19.61 K = 5.193
23.84 1.049 1T 5.00 1.00 18.53 18.53
9 C=120 0.00 5.00 0.00 0.00
23.84 0.1800 0.00 6.00 1.08 0.00 Vel = 8.85
23.00 1.380 1T 6.00 10.50 19.61 19.61
25 C=120 0.00 6.00 0.00 0.00
46.84 0.1654 0.00 16.50 2.73 0.00 Vel = 10.05 0
s
26 46.84 22.34 K = 9.910
25.58 1.049 1T 5.00 0.50 21.33 21.33
10 C=120 0.00 5.00 0.00 0.00
25.58 0.2036 0.00 5.50 1.12 0.00 Vel = 9.50
27 25.58 22.45 K -- 5.398
25.39 1.049 1E 2.00 5.75 21.19 21.19
11 C=120 1T 5.00 7.00 0.00 0.00
25.39 0.2023 0.00 12.75 2.58 0.00 Vet = 9.43
28 25.39 23.77 K 5.208
25.79 1.049 1E 2.00 3.00 21.69 21.69
12 C=120 1T 5.00 7.00 0.00 0.00
25.79 0.2080 0.00 10.00 2.08 0.00 Vel 9.57
28 25.79 23.77 K = 5.290
j 24.04 1.049 1E 2.00 10.00 18.84 18.84
i 13 C=120 0.00 2.00 0.00 0.00
24.04 0.1833 0.00 12.00 2.20 0.00 Vel _ 8.92
29 24.04 21.04 K _ 5.241
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI
WIGINTON FIRE SPRINKLERS, INC.
JOB- BARNIE'S COFFEE & TEA (M.A.) JOB NO- 27328-S DATE 081495 PAGE
HYD. Qa DIA. FITTING PIPE Pt Pt
REF C" or FTNG'S Pe Pv NOTES
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
24.61 1.049 1T 5.00 1.75 19.75 19.75
14 C=120 0.00 5.00 0.00 0.00
24.61 0.1911 0.00 6.75 1.29 0.00 Vel 9.14
24.04 1.380 1T 6.00 12.00 21.04 21.04
29 C=120 0.00 6.00 0.00 0.00
48.65 0.1772 0.00 18.00 3.19 0.00 Vel 10.44
30 48.65 24.23 K = 9.884
24.21 1.049 1E 2.00 13.00 19.11 19.11
15 C=120 0.00 2.00 0.00 0.00
24.21 0.1853 0.00 15.00 2.78 0.00 Vel 8.99
31 24.21 21.89 K =
9
5.174
25.11 1.049 1T 5.00 1.75 20.55 20.55
16 C=120 0.00 5.00 0.00 0.00
25.11 0.1985 0.00 6.75 1.34 0.00 Vel 9.32
24.21 1.380 0.00 9.00 21.89 21.89
31 C=120 0.00 0.00 0.00 0.00
49.32 0.1822 0.00 9.00 1.64 0.00 Vel 10.58
32 49.32 23.53 K = 10.168
25.94 1.049 1T 5.00 1.75 22.11 22.11
17 C=120 0.00 5.00 0.00 0.00
25.94 0.2103 0.00 6.75 1.42 0.00 Vel 9.63
49.31 1.610 1T 8.00 3.00 23.53 23.53
32 C=120 0.00 8.00 0.00 0.00
75.25 0.1872 0.00 11.00 2.06 0.00 Vel 11.86
33 75.25 25.59 K = 14.876
48.31 2.635 0.00 2.00 22.06 22.06
19 C=120 0.00 0.00 0.00 0.00
48.31 0.0100- 0.00 2.00 0.02 0.00 Vel 2.84
46.56 2.635 0.00 4.50 22.08 22.08
21 C=120 0.00 0.00 0.00 0.00
94.87 0.0266 0.00 4.50 0.12 0.00 Vel 5.58
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI)
CI'v, 0 NFORDr FLORIDA
PERMIT NO `
s
DATE -3s THE
UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING
PLUMBING WORK: OWNER'
S NAME If 'P-- ADDRESS
OF JOB-6- ^5I PLUMBING
CONTR. 4, Res. Comm. _ Subject
to rules and regulations of Sanford plumbing code. I
Residential: I Number Amounf I
Alteration, Addition, Repair I
I
New Residential: j
One Water Closet I I
Additional Water Closet Commercial:
I
Fixtures. Floor Drain, Trap I
Sewerr I
Water Piping Gas
Piping j
Factory -
built housing I
Mobile Home I
I Reinspection
I Minimum
Commerciai Permit: $15.00 Total XF#
0Of0/$ b Masfer umber 3,.
3 9 ';z 6 COMPETENCY
CARD NO.
r CITY OF SANFORD
FIRE.DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952 (
DATE: ,3 S PERMIT #: / ' a
BUSINESS NAME: ,e-
ADDRESS:
PHONE NUMBER:
PLANS REVIEW ®. TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $
COMMENTS: .S Ti.. -, i 76 .'a -e /, -5, %P -!! •
Fees must be paid to Sanford Building Department, 300 N.
Park Avenue, Sanford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any further services can take place.
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordinances of the
City of a ford, Florida.
Sanford;Pifle Prevention Applicants Signature
1 I
CITY OF SANFORD, FLORIDA
PERMIT NO. (;1? 5( c/ DATE 6"—&9,5
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME U f O W I C S ( 0 Wr_ A teez-
ADDRESS OF JOB_ GqA-fkl--,C- _ — -
ELEC. CONTR/ • 'C6q&"sldential—Non-residentie
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair
ChangeF Service Residential
Commercial
Mobile Home
Factor Built llousin
New Residential 0-100 Amp Service
101-200 AmR Service
201 Amp and above
New Commercial p ervice
Application Fee
I
i
TOTAL
By signing this application I am stating I will he incompliance wit}arNE6,ncluding Artic,je'f 0 S ctpn nd f10-10.
r
Building Official Master Eleelri ' n
STATE COMPETENCY NO.
CITY - OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS /7J_ _ _ ^' PERMIT NUMBER
Total Contract Price of Job l d 67!/z:> Total Sq. Ft.
i
Describe Work ,A2 / PkaJ/ //`z /Jsdri's'f.brer• 9
Type of Construction Flood Prone (YES) (NO)
Number of Stories Number of Dwellings 'fi Zoning
Occupancy: Residential Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER baro i &-s 0;ce
ADDRESS j
CITY n1_2Tn V, ,n
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY
BONDING COMPANY
ADDRESS
CITY
ARCHI
ADDRE
CITY
PHONE NUMBER f Fq--1V1,,10
J (L
STATE I ZIP
STATE
STATE
ZIP
ZIP
MORTGAGE LENDER
ADDRESS
CITY STATE ZIP
CONTRACT O / 1.0Y PHONE NUMBER
ADDRESS l ST. LICENSE NUMBER
CITY STATE ZIP
Application is hereby made to obtain a permit to do the work and installations as
indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured
for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. A COPY OF.THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional
restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental
entities such as water management districts, state agencies, or federal agencies.
ACCEPTANC RMIT
THE RE REMENT OFF
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R'VERIFICATION THAT I WIL IFY THE OWNER OF THE PROPERTY OF
A LIEN LAW, FS713#/
S;gnat f Owner/Agent & Dat
SS
T ernor Print Owner/Agent Name
Signature of Aotary & Date
Official Seal)
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Type or Print Contractor's Name o
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DOC4O
Signature of No, ry & Date
o
Official Seal) v
ure
ROSWITHA E. PROVONCHA ROSWITHA E. PROVONCHANotaryPublic, State of Florida Notary Public, State of FloridaMyComm. expires April 28, 1997 My Comm. expires April 28, 1997Comm. No. CC276561 Comm. No. CC276561
Application Approved BY: Date: _
FEES: Building 5-V Radon roo Police Fire 6. 00
Open Space Road Impact Application 6). elD
PERMIT VALIDATION: CHECK CASH DATE //— i BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
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THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE