150 Towne Center Cir - 95-002143 (1995) (NINE WEST GROUP) (INTERIOR BUILDOUT) DOCUMENTS1-,D 7 C 41f C c /)L 0066,e
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CONTRACTOR
ADDRESS J
DATE
J
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PHONE #
LOCATION
OWNER 7 /1/)/"
ADDRESS
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PHONE #
PLUMBING CONTRACTOR'QiXCJJy_UT(XA P( b
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR _5-
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ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (a
FINISHED FLOOR
ELEVATION REQUIREMENTS
ARCHITECTURAL APPROVAL
pn A/- ),r- L
SUBDIVISION:,Q
PERMIT # / 5__ Ld LOT NO.
JOB -ram - (%/1»nn- -
BLOCK:
COST $—f' /D CO
SECTION:
SQUARE FEET: / c cl `
FEE $ Zoo 2 Ov
MODEL:
STATE NO.
1
S
FEE $3
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FEE $
FEE $
FEE
OCCUPANCY CLASS: efmm .
INSPECTIONS ITYPEDATEOKREJECTBY
ENERGY SECT
CERTIFICATE OF OCCUPANCY
DATE:
ISSUED # I DATE:
FINAL DATE 910DL5
C J
BP101IO2 CITY OF SANFORD 9/12/95
Land Master Selection By Street Address 14:24:21
Type options. press Enter.
1=Select 5=View detail
Opt Street address Owner,
136 TOWNE CENTER CR59975 1//5/95 aa98 GAP STORE
137 TOWNE CENTER CR
140 TOWNE CENTER CR GAP KIDS
141 TOWNE CENTER CR9812.50 '7%16IR5 2 1 iS MAYOR JEWELERS
Y 150 TOWNE CENTER CR9V67.Sn %/7hs011 A2 /179 NINE. WEST
i
151 TOWNE CENTER CR
152 TOWNE CENTER CR,9S/2,5,o e-1-;zqh-->e2-47qTALBOTS
155 TOWNE CENTER CR$/g5o 8/ii/95 ft 2s'sc/ BARNIE' S COFFEE & TE
w
156 TOWNE CENTER CRX//37,s0,2//i/gS 025s& BODY SHOP
157 TOWNE CENTER CR$8/2,so 2ygo GODIVA
159 TOWNE CENTER CR:eg7S 23g9 VICTORIA SECRETS
i
160 TOWNE CENTER CR,4etz,5o 24(,Z LERNERS DEPT STORE
161 TOWNE CENTER CRuotue vue PIERCING PAGODA
164 TOWNE CENTER CR SEMINOLE,TOWNE CENTE
165 TOWNE CENTER CRJ9'97s- 5+/to/9sst 2553 AMERICAN EAGLE OUTFI +
F3=Exit F12=Cance)
07-04 SA MW KS IM II S1-AO KB
BP101IO2 CITY OF SANFORD 9/12/95
Land Master, Selection By Street Address 14:25:06
Type options. press Enter.
1=Select 5=View detail
Opt Street address
166 TOWNE
167 TOWNE
168 TOWNE
169 TOWNE
170 TOWNE
171 TOWNE
173 TOWNE
175 TOWNE
176 TOWNE
177 TOWNE
179 TOWNE
180 TOWNE
181 TOWNE
182 TOWNE
183 TOWNE
F3=Exit F12=Cancel
Owner
CENTER COV-97.So B/2/95s# 2544J RIGGINS
CENTER CRO'1187.5'o 6/36/15.ty 2g8o BOMBAY CO
CENTER CO975 6/27/9s,aw 2c/(o7 LADY FOOT LOCKER
CENTER CR NOJ& DUE SUNGLASS HUT (KIOSK)
CENTER CRX(,5o 2562 GARDEN BOTANIKIA
CENTER CRX-J87,50 7/3//95-tf2537 CARLTON CARDS
CENTER CRg(ys'p 7/3//95tr252(v GYMBOREE STORE
CENTER CRV 3?-,s 7/7/95-:9t 2487 A SHOP CALLED MANGO
CENTER CR SEMINOLE TOWNE CENTE
CENTER CRC&5o VIOH544 ZS52- PETITE •S.OPHISTICATES
CENTER CR2:325 9/24/95ta 2565 PATCHINGT.ON
CENTER CR ccut-"i9 T^W*i ^-u"!E
CENTER CR
CENTER CR$'S/87,S"o 7/Zy sr 2 5 / 2- G N C
CENTER CR Norve DuE LETS TALK CELLULAR
07-04 SA MW KS IM II S1 AO KB
FROM THE CITY BUILDING OFFICIAT.
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 n r`-J S ova
Public W
Utilities Cyich ow /W A9%7-1"ry
GW/ar
MINE WEST GROUP INC.
August 15, 1995
Ms. Mary Muse
City of Sanford
300 N. Park Ave.
Sanford, FL 32771
Dear Mary,
LSD
This letter is to request a temporary C.O. for the Nine West store located at Seminole Town
Center in Sanford, Florida.
We understand the temporary C.O. can only be used to bring in stock and train our personnel.
Nine West will not open its doors to the public until Seminole Town Center has received its
Certificate of Occupancy.
Thank you for your time and consideration to this matter.
Sincerely,
4ktAj-
Lauren Kruse
Project Manager
Neil Dorso
RETAIL DIVISION • Corporate Headquarters: 9 West Broad Street, Stamford, CT 06902
203) 324-7567 FAX: (203) 328-3599 Telex: 264735 CAM FU
M
j
PROJECT f'
ADU»ESS S&lee
i
r
THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD O:
OBTAMED IN -ACCORDANCE WITH NEBB STANDARD PROCEDUR
9QUANTIT1ES WHICH EXCEED NEBB TOLERANCES ARE NOTED TI
THE A1R DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANi
MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARD
bF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATI
NI 413 CONT; RACTOR BAY TO BAY BALANCING, INC.
i
REG NO. 2675 CERTIFIED BY W. CARSON JUDGE
i
c RTIFtEn sx:
NEBb CONTRACTOR
i
TAB SUPERVISOR
PEG NO. 2675
I)A'ti -J 9 5
BAY TO BAY BALANCING, INC.
W. CARSON JUDGE
CERTIFICATION
SYSTEM PERFORMANCE AND WAS
S. ANY VARIANCES FROM DESIGN
GHOUT THIS REPORT.
BD AND FINAL ADJUSTMENTS HAVE BEEN
FOR TESTING - ADJUSTING -BALANCING
DATE
4? - -
APPLICATION FOR BUILDING PERMIT
CITY OF SANFORD, FLORIDA
DAT////// Zl PERMIT N0.
To the Building Official:
The undersigned hereby applies for a permit for the
following described work:
OWNER
ADDRESS t-: r.7 GGC /v v7
NATURE OF WORK /l/ 7/G//C / e / 4N
LEGAL DESCRIPTION
APPLICANT'S NAME A
APPLICANT'S ADDRESS J
APPLICANT'S PHONE NUMBER
1ALUATI1 1Q FEE
FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS
I certify that the above infor-
mation is true and correct and
that I will comply with all !
applicable codes and ordinances
of the,,44ity of Sanford, FL.
o
Building Xi Ap licant's gn ture
State No.
i .
T
I t
11i -:
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N I -N
i.
L-W
NIJN--ILLUMIN, K ;-D ll,\
i Mt0W f ED L: 1z••
EMIRaLud
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PAINTED
BLACK LETTERS 2.
i1271 5p.c-,-r!5 n teG 3oi
1 ro.r, i e USA
siGNs Of
America, Inc. 9
F- C-AMNLAM RD, TA
ST FARIMMD--U-P, N-
Y.11735 pbouc
C510 694 - 9700 Fa - (
516) 694 - 6479
r7TCI''•,
SIGNS
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of America, Inc _ --- --
11-16 694-9700 n
tax 516-644-6479
ti'•. .li ..
P: ' 1 i -
C -S CITY OF SANFORD, FLORIDA
PERMIT NO. DATE ? O—J J
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL.
LOWING H.A.R.V. MECHANICAL EQUIPMENT:
401
OWNERS NAME
ADDRESS OF JOB —
MECHANICAL CONTR.
RESIDENTIAL COMMERCIAI
Su6iect to rules and regulations of Sanford mechanical code.
NATURE OF WORK
5 A VIS
I i v 7wv
FUEL
MOTOR H.P.
Number AMOUNT
B.T.U. INPUT —OUTPUT
VALUATION III—
a
NOTE: MINIMUM PERMIT FEE $1.50 TOT
Master ,Mec apical
g
COMPETENCY CARD NO.—
CITY OF SANFORD
FI.RE.DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE:-7/3 / `J' PERMIT #: ~6S-ag,:3
BUSINESS NAME: //I n
ADDRESS: L)
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT
a rJ
j O
COMMENTS:-c.---
lcyn
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 Sanford, Florida.
Sanfo d i e Prevention A ic/afts`Signatti e
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT NUMBER
PERMIT ADDRESS t 4M
Total Contract Price of Job
Describe Work:
Type of Construction:
Change of Use From:
Number of Stories:
Occupancy: Residential
DATE
o v
Total Sq. Ft.
Y kFlood Prone:
Change of Use To:
Number of Dwelling Zoning:
Commercial 7 Industrial
LEGAL DESCRIPTION: (please attach printout from Seminole County)
TAX I.D. NUMBER: c`] j i(i Ojoo- 0ontJ
OWNER eM ( 116Jt_ Q (/i% P r ! . Y. PHONE NUMBER:
ADDRESS
r =
CITY STATE ZIP
CONTRACTOR
ADDRESS
CITY % 0 r
ARCHITECT
ADDRESS _
CITY STATE
YES
PHONE NUMBER: F3/,--3qlv
ZIP
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL, REMOVAL OR THE
RELOCATION OF TREES AND ADVERTISING SIGNS.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED
WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF
180 DAYS AT ANYTIME AFTER THE WORK IS COMMENCED.
ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
OR ENGINEER OF RECORD SHALL CONTAIN A STATEMENT THAT, TO THE BEST OF THE ARCHITECT'S
OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPEC'S COMPLY WITH THE APPLICABLE MINIMUM
BUILDING CODES.
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.
If applicable, check with your homeowner's association prior to applying for a permit.
The named Contractor/Owner Builder to whom the permit is issued shall have the
responsibility for supervision, direction, management, and control of the
construction activities on the project for which the building permit was issued.
SIGNATURE OF CONTRACTOR
V; lqr-,
DATE
APPLICATION APPROVED BY:
FEES: Building .3 3 00
Rad n Police
Open Space Road Impact
SIGNATURE OF OWNER
DATE
DATE:
Fire
1-0_: Application
Other
PERMIT VALIDATION: CHECK CASH DATE BY
THIS APPLICATION USED FOR WORK VALUED UNDER $2500.00.
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.)
FIRE PROTECTION BY COMPUTER DESIGN
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TURNS US ON ! WIGINTON
FIRE SPRINKLERS, INC. # 450
S. R. 427 SOUTH LONGWOOD,
FL. 32708 # 407-
831-3414 k
E •)E• * •iF •li• iF #:• * •!F• •if• * E• F• E• -1i• * •• •!r• -lE•-li• iE• •li• # •li• iF -le• # •!i• * •iE ii• * •3E * * di• * * * iF iE •IE• •• * * * * # * • i• •• -)f• -1F •iE• •Ii• * * # 94• •• * • * 9i• •i•+• PROJECT-
NAME: NINE WEST CONTRACTOR:
U.S. DESIGN R CONSTRUCTION CORP. D/
A LOCATION: ALL/ SPACE.B-8A SYSTEM
NO. 1 CONTRACT
NO. 27240-S
PAGE 001
STAL-EY CONSULTING
WINTER SPRINGS, FL. 32708
407-696-7121
HYDRAULIC DESIGN INFORMATION SHEET
NAME - NINE WEST DATE - 072695
LOCATION - ALL/ SPACE B-8A
BUILDING - 183 ORE. AVE., SEM. TWN. CTR. , SANFORD, FL SYSTEM NO. - 1
CONTRACTOR - U.S. DESIGN & CONSTRUCTION CORP. CONTRACT NO. - 27240-S
CALCULATED BY - M. FERGUSON DRAWING NO. - 1 OF i
CONSTRUCTION: ( ) COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT 12-0
OCCUPANCY - MERCHANTILE
S I(X)NFPA 13 ( ) LT. HAZ. ORD. HAZ. GP. ( )I ( X) 2 ( ) 3 ( ) EX. HAZ.
Y 1( )NFPA 231 ( )NFPA 231C FIGURE CURVE
5 1( )OTHER
T 1( )SPECIFIC RULING MADE BY DATE
C=
M I AREA OF SPRINKLER OPERATION ALL I SYSTEM TYPE SPRINKLER/NOZZLE
I DENSITY-GPM/Ft"'2 .20 1 (X) WET MAKE RELIABLE
D 1 AREA PER SPRINKLER VARIES I ( ) DRY MODEL F-1
E I ELEVATION AT HIGHEST OUTLET" 10 1 ( ) DELUGE SIZE 1/2
S I HOSE ALLOWANCE GPM -INSIDE 250 1 ( ) PREACTION K.-FACTOR 5.62
I I RACK. SPRINKLER ALLOWANCE Cl I ( ) TEMP. RAT. 155
G I HOSE ALLOWANCE GPM -OUTSIDE G I
N
I NOTE
CALCULATION I GPM REQUIRED 679.34 PSI REQUIRED 53.943
SUMMARY I C-FACTOR USED: OVERHEAD 120 UNDERGROUND 120
W I WATER FLOW TEST: 1 F'UMF' DATA: I TANK OR RESERVOIR:
A I DATE OF TEST I I CAP.
T" I TIME OF TEST I RATED CAP. 0 1 ELEV.
E I STATIC (PSI) 60 1 itl PS I 0 I
R I RESIDUAL (PSI) 49 1 ELEV. C> I WELL
I FLOW (GPM) 1511 1 1 PROOF FLOW GPM
S I ELEVATION C) i I
U
P I LOCATION AT B.F.P.
P I
L I SOURCE OF INFORMATION
Y
C I COMMODITY CLASS LOCATION
0 1 STORAGE HT. AREA AISLE W.
M I STORAGE METHOD: SOLID PILED / PALLETIZED % RACK %
M
I I ( ) SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO. STORAGE ( ) ENCAP.
S I R I ( > DOUBLE ROW ( ) SLAVE PALLET ( ) SOLID SHELF ( > NON
T I A I ( ) MULT. ROW ( ) OPEN SHELF
0 1 C
R I K. I FLUE SPACING CLEARANCE:STORAGE TO CEILING
A I I LONGITUDINAL TRANSVERSE
G I
E I I HORIZONTAL BARRIERS PROVIDED:
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW(GPM) PRESSURE (PSI)
PAGE 002
WIGINTON FIRE SPRINKLERS,. INC.
Water, Supply Curve
I 1 Static Press.= 60.000 PSI I
I I Res i d. Press. = 49.000 PSI I
i I Resid. Flow = 1511.000 GPM 1
I Press Available at -----------------------------------I
I 679. 34 .GPM
I 57.493 PSI I
I I I
I I I
I v 1
i Safety Margin I 1
i 3. 550 PSI -------> I 1
I v Flaw Available at Demand I
I x <-------------> * <----- 1094. 43 GPM I
I \ \ \ 1 Safety Margin
I \ \ \ 1 415. 09 GPM I
I Total System
I Demand
I 679.34 GPM \ I I
I 53.94 PSI
i I i
I l I
JOB- NINE WEST
WIGINTON FIRE SPRINKLERS, INC.
JOB NO- 07240-S -1 DATE 072695 PAGE 3
FITTING NAME TABLE
ABBREV. NAME
A Alarm Valve
B Butterfly Valve
C Roll Groove
D Dry Pipe Valve
E 901 Standard Elbow
F 45' Elbow
G Gate Valve
H Kennedy Wafer Check Va.
I Grooved Check Valve
J Central Shotgun Valve
K 901 Medium Turn Elbow
L 901 Long Turn Elbow
M Grooved 90 E11
N Grooved 45 Ell
0 Grooved Tee
P Viking Deluge Va
0 Detector Check Valve
R Reliable Deluge Va
S Swing Check Valve
T 901 Flow - Tee or Cross
U Milwaukee Butterball Va.
V CPVC Tee Branch
W CPVC Tee Run
X CPVC 901 Ell
Y CPVC 45' E 1 1
W I G I NTON FIRE SF' R I NKLE RS, . I NC.
JOB- NINE WEST -'JOB NO- 27240-S -1 DATE 072695 PAGE 4
NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES
NO. FT.) K-FACTOR PSI) U. S. GPM)
1 10. 00 9. 0
2 10. 0c_) 9.4
3 10. 00 12: 0
4 10.00 15.4
5 10. 00 9.7
6 10. 00 9.8
7 10. 00 11.9
8 10. 00 15.5
9 10. 00 16.9
10 10.00 12.9
11 10. 00 13.9
12 10.00 14.1
13 10. 00 14.8
14 10. 00 18.5
15 10. 00 18.5
16 10. 00 20.5
17 10. 00 20.2
18 10. 00 22.8
19 10. 00 20.7
IA 10.000 5.62 8.7 16.6
20 10. 00 20.6
21 10.00 9.9
22 10. 00 12.7
23 10.00 17.0
24 10. 00 10.5
25 10.00 12.7
26 10.00 17.1
27 10.00 18.7
26 10. 00 14.7
29 10.00 18.8
2A 10.00 5.62 9.1 17. 0
30 10. 00 15.8
31 10. 00 19.0
32 10. 00 20.6
33 10. 00 22.6
34 10.00 25.1
35 10.00 32.5
36 10. t. 00 21.8
3A 10. 00 5.62 11.6 19.1
4A 10. 00 5.62 15.0 21.7
5A 10. 00 5.62 9.5 17.3
6A 10.00 5.62 9.5 17.4
7A 10. 00 5.62 11.5 19.1
8A 10.00 5.62 15.0 21.8
9A 10. 00 5.62 15.7 22.2
BR 10. 00 44.4
TR 10. 00 44.3
10A 10. 00 5.62 12.5 19.9
1 1 A 10. 00 5.62 13.1 20.4
12A 10. 00 5.62 13.8 20.8
13A 10. 00 5.62 14.4 21.3
14A 10.00 5.62 18. 0 23.8
15A 10. 00 5.62 18.0 23.8
16A 10. 00 5.62 20.0 25.1
WIGINTON FIRESPRINKLERS, INC.
JOB- NINE WEST JOB NO- 27240-S -1 DATE 072695 PAGE 5
NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES
NO. FT.) K-FACTOR PSI) U. S. GPM )
17A 10.00 5.62 19.6 24.9
18A 10. 00 5. 62 22.2 26.4
19A 10. 00 5.62 19.4 24.7
20A 10. 00 5.62 20. 0 25.1
CITY 0. 00 53.9 250. 0
WIGINTON FIRE SPRINKLERS, INC.
JOB- NINE WEST ..JOB NO- 27240-S -1 DATE 072695 PAGE 6
HYD. Qa DIA. FITTING PIPE Ft Pt
REF C" or FTNG' S Pe Pv** NOTES#*
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
16.62 1.049 1 E 2.00 1.000 8.75 8.75 K = 5.62
IA C=120 0.00 2.00 0.00 0. 00
16.62 0.0900 0.00 3.00
7----------------------------------------
0.27 0.00 Ve l 6.17
1 16. 62 9.022 K 5.533
17. 00 1.049 1 E 2.000 1.000 9.15 9.15 K = 5.62
2A C=120 0.00 2.00 0.00 0. 00
17. 00 0.0966 0.00t_ 0 3.00 0.29 0.00 Ve l 6.31
t= - 17.00 9.44 K 5.533
19. 19 1.049 1 E 2.00 1.000 11.66 11.66 K = 5.62
3A C=120 0.00 2.00 0.00 0.00
19.19 ci. 1200 0.00 3.00 0.36 0.00 Vel 7.12
3 19. 19 1202 IJ, 535JJ
21. 77 1.049 l E 2.00 1.00 15.01 15.01 K = 5.62
4A C=120 0.00 2.00 0.00 0.00
21.77 0.1533 0.00 3.001ta 0.46 0.00 Ve l 8.08
4 21.77 15.47 K 5.535
17. 32 1.049 1 E 2.00 1.00 9.50 9.50 K = 5.62 .
5A C=120 0.000 2.00 0.00 0. tab
17.32 0.0966 01000 3.00 0.29 0.001t1 Ve l 6.43
5 17.32 9.79 K 5.534
17. 40 1.049 1 E 2.000 1.00 9.59 9.59 K = 5.62
GA C=120 0.00 2.00 0.00 0. 00
17.40 0.10000 0.00 3.00 0.30 0.00 Ve l 6.46
6 17.40 9.89 K 5.533
19. 12 1.049 i E 2.00 1.00 11.57 11.57 K = 5.62
7A C=120 0.00 2.00 0.00 0. CMG
19.12 0.1200 0 0.000 3.00 0.36 0.00 Ve l 7. 10
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI)
WIGINTON FIRE SPRINKLERS, INC.
JOB- NINE WEST JOB NO- 27240-S -1 DATE 072695 PAGE 7
HYD. Da DIA. FITTING RIFE Pt Pt
REF "C" or FTNG' S Pe Pv **F NOTES}
POINT G t Pf/F Eqv. Ln. TOTAL Pf Pri
7 19.12 11.93 K - 5.536
21. 80 1.049 1 E 2.000 1.00 15.04 15.04 K = 5.62
8A C=120 0.00 >0 2.00 0.00 0.00
21.801 0.1533 0.000 3.000 0.46 0.000 Ve 1 = 8.09
8 21. SO 15. 50 K = 5.537
27 1.049 49 1 E 2.000 5.75 15.70 15.70 K = 5.62
9A - C=120 Q. GCS E. CCU 0. 00 C>. C)U
22.27 0.1587 0.00 7.75 1.23 0.00 Vel - 8.27
9 22.27 16.93 K = 5.412
19. 93 1.049 >49 1 E 2.00 0.75 12.58 12.58 K = 5.62
1 0A C=120 0.00 2.00 0.00 0,00
19.93 0.1309 0.00 2.75 0.36 0.00 Ve 1 = 7.40
10 19.93 12.94 K = 5.541
20. 40 1.049 1 E 2.00 3.58 13.18 13.18 K = 5.62
1 1 A C=120 0.00 2.00 0.00 0.00
20.40 0.1362 0.00 5.58 0.76 0. i 0' Ve1 = 7-57
11 20. 4i 13.94 K = 5.465
20. 88 1.049 1 E 2.00 >0 0.75 13.80 13.80 K = 5. 62
12A C=120 0.00 2.00 0.00 0.00
20.88 0.1418 0.00 2.75 0.39 0.00 Ve 1 = 7.75
12 20.88 14.19 K = 5.543
21. 36 1.049 1 E 2.00 O> 75 14.45 14.45 K = 5.62
13A C=120 0.00 2.00 0.00 0.00
21.36 0.1454 0.00CSC) 2.75 0.40 0.00 Ve 1 = 7.93
13 21.36 14.85 K - 5.542
mm==wwmm--------
T----------------------------------------------------
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) RRESSUM MT)
WIGINTON FIRE SPRINKLERS, INC.
JOB- NINE WEST 'JOB NO- 27240-S -1 DATE 072695 RAGE 0
HYD. Ga DIA. FITTING FIRE Pt Pt
REF C" or FTNG' S Pe Pv NOTES
POINT Qt Pf/F Eqv. Ln. TOTAL Rf Pri
23.88 1.049 1 E 2.00 0.75 18.06 18.06 K = 5.62
14A C=120 0.00 2.00 0.00 0.00
23.88 0.1818 0.00 2.75 0.50 0.00 Ve l 8.86
14 23.88 18.56 K 5.544
23. 88 1.049 1 E 2.000 0.75 18.06 18.06 K = 5.62
15A C=12O 0.00 2.00 0.00 0.00
23.88 0.1818 0.000 2.75 0.50 0.000 Ve l 8.86
15 - 23.88 18.56 K 5.544
25. 14 1.049 1 E 2.000 0.75 20.01 20.01 K = 5.62
16A C=120 0.00 2.00 0.00 0.00
25.14 0.200000 0.000 2.75 0.55 0.00 Ve l 9.33
16
1
25.14 20.56 K 5.544
24. 92 1.049 1 E 2.00 0.75 19.67 19.67 K = 5.62
17A C=120 0.00 2.00 0.00 0.00
24.92 0.1927 0.000 2.75 0.53 0.00 Ve l 9.25
17 24.92 20.20 K 5.544
26. 49 1.049 1 E 2.00 0.75 22.22 22.22 K = 5.62
18A C=120 0.00 2.00 0.00 0. 00
26.49 0.2181 0.00 2.75 0.60 0.00 Ve l 9.83
18 26.49 22.82 K 5.545
24. 78 1.049 1 E 2.000 4.75 19.44 19.44 K = 5.62
19A C=120 0.000 2.00 0.00 0.00
24.78 0.1940 0.000 6.75 1.31 0.00 Ve l 9.20
19 24.78 20.75 K 5.440
25. 18 1.049 1 E 2.00 0.75 20.07 20.07 K = 5.62
20A C=120 0.00 2.00 0.00 0.00
25.18 0.1963 i . 00 2.75 0.54 0.00 Ve l 9.35
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI)
WIGINTON FIRE SPRINKLERS, INC.
JOB- NINE WEST JOB NO- 27240-S 1 DATE 072695 RAGE 9
HYD. Goa DIA. FITTING RIPE Pt Pt
REF C" or, FTNG' S Pe. Rv NOTES
POINT Get Pf/F Eqv. Ln. TOTAL Pf Pri
20 25.18 20.61 K 5.546
16. 62 1.049 1 E 2.00 8.50 9. 02 9.02
1 C=120 0.00 2.00 0.00 0. 00
16.62 0.0923 0.00
7------------------------------------------------
10.50 0.97 0.00 Ve l 6.17
21 16.62 9.99 K 5.258
17. 00 1.049 IT 5,00 0.75 9.44 9.44
a C=120 0.00 5.00 0.00 0. 00
17. 00 0. 0956 0. 00 5.75 0.55 0.00 Ve 1 6.31
2 1 17.. 00 9.99 K 5.378
19. 19 1.049 IT 5.000 0.7575 12.02 )2 12.02
3 C=120 0.00 5.00 0.00 0. 00
19.19 0.1200 0, C o 5.75 0.69 0.00 Ve 1 7.12
22 19.19 12.71 K 5.382
21. 77 1.049 1 E 2. 00 3.25 15.47 15.47
4 C=120 IT 5.000 7.00 0.00 0. 00
21.77 0.1521 0.00 10.25 1. 56 0.00 Ve 1 8-08
23 21.77 17.03 K = 5.276
33. 62 1.049 0.00 8.000 9.99 9.99
21 C=120 0. U0 0. 00 0. 0C) 0. 00
33.62 0.3400 0.00 00 8.00 )c i 2.72 0.00 Ve 1 12.48
19. 19 1.049 i_). C 0 5.50 12.71 12.71
22 C=120 0.00 0.00 0.00 0. 00
52.81 0.7854 0.00 5.50 4.32 0.000 Ve l 19. 60
23 52.81 17.03 K = 12.798
17.32 1.049 0.00 7.50 9.79 9.79
5 C=120 0.00 0.00 0.00 0. 00
17.32 0.1000 1000 0.00 7.50 0.75 0.00 Ve l 6.43
UNITS DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI)
WIGLNTON FIRE SPRINKLERS, INC.
JOB- NINE WEST JOB NO- 27240-S 1 DATE 072095 RAGE 10
HYD. Qa DIA. FITTING PIPE Pt Pt
REF C" or FTNG'S Pe Pv NOTES.
POINT at Pf/F Eqv. Ln. TOTAL Pf Pry
24 17.32 10.54 K 5.334
17. 40 1.049 IT 5.000 1.50 9.89 9.89
6 C=1 `0 0.00 5.00 0.00 0.00
17.40 0.1000 0.00 6.50 0.65 0.00 Vet 6.46
24 17. 40 10.54 K 5.359
19. 12 1.049 IT 5.00 1.50 11.93 11.93
7 C=120 0.00 5.00 0.00 0. 00
19. 12 0. 1200 0. 00 6.50 0.78 0.00 Ve 1 7. 10
25 19.12 12.71 1K = 5.363
21. 80 1.049 1 E 2.00 4.000 15.50 15.50
8 C=120 IT 5.00 7.00 0.00 0.00
21.80 0.1527 0.00 11.00 1.68 0 00 Ve 1 8.09
26 21.80 17.18 K = 5.260
34. 72 1.049 0.00 6.00 10.54 10.54
24 C=120 0.00 0.00 0.00 0.00
34.72 0.3616 0.00 6.000 2.17 0.00 Ve 1 12.89
19. 12 1.049 0.00 5.50 12.71 12.71
25 C=120 0.00 0.00 0.00 0.00
53.84 0.8127 0.00 5.50 4.47 0.00 Ve 1 19.99
26 53.84 17.18 K = 12.990
22. 27 1.049 1 E 2.00 4.50 16.93 16.93
9 C=120 IT 5.00 7.00 0.00 0.00
22.27 0.1591 0.00 11.50 1.83 0.00 Ve I 8.27
27 22.27 18.76 K = 5.142
19. 93 1.049 1 E 2.00 12.00 12.94 12.94
10 C=120 0. 00 2. 00 0. 00 0. 00
19.93 0.1292 0.00 14.00 1.81 0.00 Ve 1 7.40
UNITS DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI)
WIGINTON FIRE SPRINKLERS, INC.
JOB- NINE WEST JOB NO- 27240-S 1 DATE 072695 RAGE 11
HYD. Goa DIA. FITTING RIFE Pt Pt
REF C" or FTNG' S Re Pv NOTES
POINT at Pf/F Eqv. Ln. TOTAL Pf Pri i
E8 19.93 14.75 K = 5.190
20. 40 1.049 IT 5.00 1.00 13.94 13,94
11 C=1 20 C). C)U 5. 00 0. 00 0. C>0
20.40 0.1350 0.00 6.00 0.81 0.00 Vel 7.57
19. 94 1.049 IT 5.00 3.50 14.75 14.75
28 C=120 0. 00 5. 00 0. 00 0. 00
40.34 0.4764 0.00 8.50 4.03 0.00 Vel 14.98
c9 40.34 18. B0 K 9.305
i
20. 88 1.049 l E 2.00 9.75 14.19 14.19
12 C=1 c0 0.00 2.00 0.00 0.00
20.88 0.1404 0.00 11.75 1.65 0.00 Vel 7.75
30 20.88 15.84 K 5.246
21. 36 1.049 IT 5.00 1.75 14.85 14.85
13 C=120 0.00 5.00 0.00 0.00
21.36 0.1466 0.00 6.75 0.99 0.00 Vel 7.93 i
i
20. 88 1.049 IT 5.00 1.25 15.84 15.84
30 C=120 0. 00 5. 00 0. 00 0. 00
42.24 0.52000 0.000 6.25 3.25 0.00 Vel 15.68
i
31 42.24 19.09 K 9.668
I
i
3. 88 1.049 1 E 2.00 4.50 18.56 18.56
14 C=1 c0 IT 5.00 7.00 0.00 0.00
23.88 0.18000 0.00 11.50 2.07 0.00 Vel 8.86 i
32 23.88 20.63 K 5.257
7----------
23. 88 1.049 1 E 2.00 9.50 18.56 18.56
15 C=1 c0 0.00 2.000 0.00 0. 00
23.88 0.1800 0.00 11.50 2.07 0.000 Vel 8.86
J' C C.J. 08
UNITS - DIAMETER (INCH)
20.63 K = 5.257
LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
WIGINTON FIRE SPRINKLERS, INC.
JOB- NINE WEST JOB NO- 27240-S -1 DATE 072695 PAGE 12
HYD. Qa DIA. FITTING PIPE Pt Pt
REF C" or FTNG' S Pe Pv NOTES
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
25. 14 1.049 1 E 2. 00 3.50 20.56 20.56
16 C=120 IT 5.00 7.00 0.00 0. 00
25.14 0.1990 0.00 10.50 2.09 0.00 Vel 9.33
33 25.14 22.65 Ii - J. c8,h
24. 92 1.049 1 E 2.00 10.50 20.20 20.20
17 C=120 0.000 2.00 0.00 0. 00
24.92 0.1960 0.00i 12.50 2.45 0.00 Vel 9.25
22. 6J K - 5.236
p
26. 49 1.049 l E 2.00 3.75 22.82 22.82
18 C=120 IT 5.00 7.00 0.00 0. 00
26.49 0.2186 0.00 10.75 2.35 0.00CS0 Vel 9.83
s
34 26.49 25.17 K - 5.280
i
24. 78 1.049 0.000 5.50 20.75 20.75
a
19 C=120 0.00 0.00 0.00 0. 00
24.78 0.1927 0.00 5.50 1.06 0.00 Vel 9. 20----- i
36 24.78 21.81 K -
s
5. 306
25. 18 1.049 IT 5.00 1.00 20.61 20.61
20 C=120 0. CMG 5. 00 G. 00 C). C>C)
25.18 0.20000 0.000 6.00 1.20 0.00 Vel 9.35
24. 77 1.049 0.00 4.75 21.81 21.81
36 I C=120 0.00 0.00 0.00 0. 00
49.95 0.7073 0.00 4.75 3.36 0.00 Vel 18.54
34 49.95 25.17 K - 9.956
74. 58 2. 635 0.000 9.00 17.03 17.03
23 C=1 `C> 0.00 0.00 0. 00
74.58 0.0166 0.00 9.000 0.1515 0.000 Vel 4.39
75. 64 2.635 2M 11.81 14.00 17.18 17.18
26 C=120 0.00 1 i . 81 0.00 0.00
150.22 0.0612 0.00 25.81 1.58 0.000 Vel 8.64
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI)
9
JOLT- NINE WEST
WIGINTON FIRE SPRINKLERS, INC.
JOB NO- 27240-S -1 DATE 072695 PAGE 13
HYD. Goa DIA. FITTING PIPE Pt Pt
REF C" or FTNG' S Pe Pv**** NOTES#
POINT Get Pf/F Eqv. Ln; TOTAL Pf Pri
22.27 2.633 0.000 0.50i 18.76 18.76
27 C=120 0.00 0.00 0.00 0. 00
172.49 0.0800 )8c 0 0.00 0.50 0.04 0.00 Ve 1 = 10.13
4c 635 0.000 2.50 18.80 18; SO
29 C=120 0.00 0.00 0.00 0. 00
212. 82 0.1160 0.00 2.50 0.29 0.00 Ve l = 12.52
42.24 2.635 0.00 9.50 19.09 19.09
31 C=1.20 0.00 0.00 0.00 0. 00
255.06 0.1621 0.00 9.50 1.54 0.00 Vet = 15.01
47. 77 2.635 0.000 9.00 20.63 20.63
32 , C=120 c>. 00 0, c>0 0.00 0. 00
302.83 0.2244 0. 00 9.00 2.02r2 0.00 Ve l = 17.82
50 . c )7 2.635 0.00 8.50 22.65 22.65
33 C=120 0.00 0.00 0.00 0. 00
352.90 0.2964 0.00 8.50 2.52 0.000 Vet - 20.76
76. 44 2.635 1 E 8.24 3.25 25.17 25.17
34 C=120 1 M 5.90 14.14 0.000 0.00
429.34 0.4266 0.00 17.39 7.42 0.00 Ve l - 25.26
0. 00 4.260 5M 44.78 215.00 32.59 32.59
35 C=120 1 T 26.34 71.12 0.00 0. 00
429.34 0. 041 1 0.00 286.12 11.77 0.00 Ve l = 9.66
0. 00 6.357 1 G 3.77 5.00 44.36 44.36
T R C=120 0.00 3177 0.00 0. 00
429.34 0.0057 0.00 8.77 0.05 0.00 Ve 1 = 4.34
0.00 8.249 2M 30.55 15.00 44.41 44.41
BR C=120 20 77.55 108.10 9.33 0.00 Fixed Lass = +5. 0c)
429.34 0.0016 0.00 123.10 0.20 0.00 Vet = 2.58
25c 1, c_ 0 Ga = 250.00
CITY 679.34 53.94 K = 92.495
r
CITY OF SANFORD. FLORIDA
C(-/ i —
PERMIT NO. DATE 737 s THE
UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING
ELECTRICAL WORK: OWNER'
S NAME / d4, ADDRESS
OF JOB— ELEC.
CONTR.- 9; i - 45 /CResidenlial Non-residentiaL)c Subject
to rules and regulations of the city and national electric codes. Number
AMOUNT Alteration
Addition Repair Change
fSer ice Residential Commercial
Mobile
Home Factory
Built Housing New
Residential 0-100 Amp Service 101-
200 Am Service 201
Am an a ove New
Commercial p Service Application
Fee I
TOTAL
II By
si Wing this application I am stating I will be in compliance with th NEC incE ' g Article 110. Section 110-9 and 110-10. ding
Official Master Electrician L-
2oo so STATE
COMPETENCY NO.
I
I
i
G
CI ANFORD,/FLORIDA
PERMIT NO `
t'
DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME`'
ADDRESS OF JOB l 7,17 0.0'1 ix-r.- 0-6on, i
PLUMBING CONTR. .fy.mo. r_ Res. _ Comm. ice,
Subjecf to rules and Wulations of Sanford plumbing code.
Residential: I Number Amount
Alteration, Addition, Repair
New Residential:
One Water Closet _
Additional Water Closet j
Commercial:
Fixtures. Floor Drain, Trap
Sewerr _ I
Water Piping
Gas Piping
Factory -built housing j
Mobile Home
I
I
Application Fee
Minimum Commercial Permit: $25. oo Total
Mafsv
COMPETENCY CARD NO. -02-33
CITY OF SANFORD
FIRE -DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
j
I DATE: V % PERMIT #.q5' /
BUSINESS NAME:
ADDRESS:
PHONE NUMBER:( ) i
I
I
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT a S
COMMENTS:r nsi u i
v
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
r II Citcv of Sanford. Florida.
e Prevention
CITY OF SANFORD,. FL'ORIDA
FG XY APPLICATION FOR BUILD NG PERMIT,
b W Pi GTE• % D Tv 0Jn t. cvxZrZ CA__,
PERMIT ADDRESS PERMIT NUMBER
2 ,r, o o
Total Contract Price of Job
Describe Work T rA
Type of Construction
Number of Stories i
Occupancy: Residential
LEGAL DESCRIPTION
TAX I.D. NUMBER
OWNER _
ADDRESS
CITY
TITLE HOLDER (IF OT
ADDRESS -00
CITY r1„r\ 11
BONDING COMPANY
ADDRESS
CITY
ARCHITECT
ADDRESS `
CITY
MORTGAGE LENDER
ADDRESS
CITY
NER)
Total S1. Ft.
Flood t6rone (YES) (NO)
Number of Dwellings Zoning
Commercial Industrial
lease attach printout from Seminole Count
l L.1 LR ) .
STATE —Y)C
STATE
ZIP
ZIP
STATE `Mfl r) ZIP
STATE ZIP
S` a/X / L'/ [ Ci PHONE NUMBER ` - CONTRACTOR
ADDRESS ST. LICENSE NUMBER
CITY STATE ,Q 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. !'
e***;1*`****,r********,r*********,r********** 3 ro z
Ll
H
C
a 3
0
a c
E x
ro o
z
ri H
ro W
C O
u o
0 0 >1
z w F
Signature of
Application Approved BY:
FEES: Building
Open Space
PERMIT VALIDATION:
Road Impact
K (D O
n0
D
0
a
tY
f ontractor & Date °
M a -
A H H
1t_¢o r Name o
x
y / (D
d t r
ra:l`'S 1SE rt
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
0
THIS APPLICATION USED'FOR WORK VALUED $2500.00 OR MORE
RETAIL PERMIT SERVICES
A National Permit Service Company
TRANSMITTAL
RE: Nine West - Seminole Town Center - Sanford, FL
TO: Fire Marshal Cohen DATE: June 5, 1995
City of Sanford PAGES: 3 Sets/Info Sheet
1303 S. French
Sanford, FL 32771 METHOD SENT: Federal,
I"
Express
407-324-0868
FROM: Kent Fahey { ) PER YOUR REQUEST,
Retail Permit Services {XX) FOR YOUR APPROVAL"
800-556-8641 (XX) FOR YOUR INFORMATION
XX) FOR YOUR FILES
COMMENTS: Richard. ner nur rnnArnrcn*ir%" r,l i,..___ --, ___ _
for approval. If you have any questions, please don't
hesitate to call. Thank you for your assistance.
Sincerely,
w)
22530 Townhall Court • Katy, Texas 77449 • Tel:(713) 347-2323 • Fax:(713) 347-4060
TENANT IMPROVEMENT
tenant lay-out/build-out, interior remodel/finish)
Pro ' elct :
Nine West
Seminole Town Center
183 Oregon Ave..
Space #B-8A
Sanford, FL 32771
Owner:
Nine West Group, Inc.
9 West Broad Street
Stamford, CT 06902
203-348-2418
Vinnie B"redice
Contractor: OUT TO BID
G.C. will pick up and pay for Building Permit at a later date.
Contractor will have all necessary licences. We are to submit or
walk through plans, so permit will be ready when project is
awarded.
Use Group: Mercantile
Construction Type: 2-C (1 Hr)
Occupant Load: 32
Subdivision: Seminole T.C.
Size: 1,494 Sq. Ft.
Value: $ 27,500
No. of Employees: 3-4
Start date: June 12, 1995
Scope of work: INTERIOR ALTERATION (existing retail.lease space)
Applicant:
Retail Permit Services
22530 Townhall Court
Katy, Texas 77449
800-556-8641
Kent Fahey
Architect:
Vanney Associates
255 E. Kellogg Blvd.
St. Paul, MN 55101
612-222-4642
Robert Vanney