HomeMy WebLinkAbout177 Towne Center Cir 95-2536; (a) INTERIOR REMODELZONE
CONTRACTOR
ADDRESS
PHONE #yl 0 - (o3 3_
LOCATIOP
OWNER
71-7-IC 1 Zj
DATE / Jr'
1
ADDRESS
PHONE
PLUMBING CONTRACTOR
ADDRESS
PHONE #
X oZ ELECTRICAL CONTRACTOR Q ` 1JY1L1lll Q-P
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS O
FINISHED FLOOR
ELEVATION REQUIREMENTS (_)
ARCHITECTURAL APPROVAL DATE:
SUBDIVISION: ` 1?a-, -
PERMIT # LOT NO.
JOIN J /
LOCK:
S OCR U SECTION:
COST $
SQUARE FEET:
FEE $J QC
STATE NO.
FEE $ ~
FEE $
FEE $vU
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT
c1 c 2c7-016
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE
EPI: FEE $ ENERGY SECT
c1 c 2c7-016
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE
EPI:
CITY OF SANFORD, FLORIDA
loLICATIONc-
p
tlT-E `"r
FORILDING PERMIT
PERMIT ADDRESS , CFzeC,.l Ay/ S e! D-q PERMIT NUMBER / /
Total Contract Price of Job 'j`Total Sq. Ft. 2,793
Describe Work RP -TAR 1"TF1Z%nR-TF:-"AsAT- ALTF,a?A11od
Type of Construction Flood Prone (YES) (NO)
Number of Stories Number of Dwellings Zoning
Occupancy: Residential Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
Y 711EIISI L t T! iZcT.c rur G PHONE NUMBER
ADDRESS y`3- R1 TS - 1G44t/ , -E))Vq&1EY AVE Sty iT 1
CITY STATE CA ZIP Z-o;;14/
TITLE HOLDER (IF OTHERiTHAN OWNER)
ADDRESS
CITY STATE ZIP
BONDING COMPANY AAA,
ADDRESS
CITY STATE ZIP
ARCHITECT .T FrT-7rr_ ZW n
ADDRESS C eFVE S^rertfr,/II IC6t%!n ' or.,.j"eq AVE
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STe
CITY STATE CA ZIP
MORTGAGE LENDER 0/6,
ADDRESS
CITY STATE ZIP
CONTRACTOR (F
0, ADDRESS
CITY ejyM h
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O
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rtty , ZO y PHONE NUMBER 1- O0-6 33Q- 4
lS, ST. LICENSE NUMBER C 0-
STATE 4 aMpl ZIP
Application is hereby made to obtain a permit to do the work and installations as
indca-ted: 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 T14E PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT INIYOU 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.
T'Y tze tc t lCw T b n 0
1 9S m W a
o h
Signature of Owner ent & Dat Signature Contractor & Date 0 a
1<
I M a#fi RobPr"
m
z
Type or Print Owner/Agent Name Ty o Print Contractor's Name o
x 0
Z
Fire
y
H Open Space Road Impact A plication Q
to w
0 0 PERMIT VALIDATION: CHECK
ro m a
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a ORIGINAL (BUILDING)
iZaF
6;
Signature of No ry & DateSignature of Notate & DAta
ARLEN'Ef 5RUM8
SARA L. NENSLEY NOTARY PUBLIC, STATE OF FLORIDACOMM. # 1011029 Z
Notary Public - California . a MY COMMISSION # CC476424
Z " :
LOS ANGELES COUNTY
My Comm. Expires DEC 5, 19?7 EXPIRES: June 26, 1999
Application Approvedl/BVl Dater
Caro FEES: Building c/v Radon Police
CASH DATE U d 1 J
YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GC
BY
LD (CO. ADMIN)
THIS_ APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT ..
SIMON ---- FINISH LINE
X 7033
PERMIT ADDRESS 207 TOWNE CENTER CIRCLE PERMIT NUMBER I a
Total Contract Price of Job $5,500.00 Total Sq. Ft.
Describe Work INSTALL AUTOMATIC FIRE SPRINKLER SYSTEM
Type of Construction AUTOMATIC FIRE SPRINKLERS Flood Prone (YES) (NO)
Number of Stories Number of Dwellings Zoning
Occupancy: Residential Commercial X Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER PARCEL #29-19-20-5LW-01-00-0000
OWNER _
ADDRESS
CITY 1NUTANANULIS STATE
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY STATE
BONDING COMPANY
ADDRESS
CITY
ARCHITECT
ADDRESS _
CITY
MORTGAGE LENDER
ADDRESS
CITY
STATE
STATE
STATE
PHONE NUMBER
ZIP 46207
ZIP
ZIP
ZIP
ZIP
CONTRACTOR WAYNE AUTOMATIC FIRE SPRINKLERS, INC.. PHONE NUMBER 407-656-3030
ADDRESS 222 CAPITOL COURT ST. LICENSE NUMBER 027668000181
CITY OCOEE STATE FL ZIP 34761
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 I
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
H 'd Z!
ro n °
m or a l
Signature of Owner/Agent & Date Signature of Contractor & Date ~'°' -
RANDALL D. ALMOND 8-29-95 ~ NII-- H1< Z
u Type or Print Owner/Agent Name Type or Print Contractor's Name d x Qlcol
8-29-95 £ ro
a
Signature of Notary & Date Signature of Notary & Date
I o (Official Seal) offi CA a1SeRart
l) v4+
o
WILSON 5 OTAR
regy COMM . 5109199CO 1 "I ptrnLte > BondedByServiceIns 04 c
o.
CC461401 " 0 ally
Koo" ] I a o c
Application Approved Date: 0 z FEES:
Building , Rado Police Fire c(D rtw
1 '
Open
Space Roa Impact Ap lic tion ( a Q
C/
H u
o °
PERMIT VALIDATION: CHECK CASH DATE O /BY o . , 4J ra ¢'
ORIGINAL (
BUILDING)
YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) L1 o a) Z a
E+ O l
THIS
APPLICATION
USED FOR WORK VALUED. $2500.00 OR MORE
iuwliay La c.o-GU-yU
HYDRAULIC DESIGN INFORMATION SHEET
1
0/LO/y5 15:15
Job Name: FINISH LINE
Location: 207 TOWNE CENTER CR.
SANFORD FL
Drawing Date: 8-26-95
Contractor: ALLEGHENY DESIGN MANAGEMENT INC
84 ROUTE 380 WEST
APOLLO PENNSYLVANIA
Remote Area Number: 1
Telephone:412-727-2611
Designer: LOUIS P
Calculated By:SprinkCALC
CSC Systems & Design
Construction: SPRINKLER SYSTEM Occupancy:ORD. HAZ. 2
Reviewing Authorities:SANFORD
SYSTEM DESIGN
Code:NFPA 13 Hazard:ORD. HAZ. 2 System Type:WET
Area of Sprinkler Operation 1500 sq ft1 Sprinkler or Nozzle
Density (gpm/sq ft) 0.20 1 Make:CENTRAL Model:A
Area per Sprinkler 130 sq ft1 Size:1/2" K-Factor: 5.60
Hose Allowance Inside 0 gpm i Temperature Rating:165
Hose Allowance Outside 250 gpm
CALCULATION SUMMARY
gpm Required: 438.3 psi Required: 60.1 @
WATER SUPPLY
Water Flow Test I Pump Data
Date of Test 6-7-95 1 Rated Capacity
Static Pressure 71.0 psi I Rated Pressure
Residual Pres 52.0 psi I Elevation
At a Flow of 1340 gpm I Make:
Elevation o" ( Model:
Location:
Source of Information:
SYSTEM VOLUME 131 Gallons
Notes:
Tank or Reservoir
0 gpm 1 Capacity 0 gpm
0.0 psi 1 Elevation 0
0 1
Well
1 Proof Flow 0 gpm
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HYDRAULIC CALCULATION DETAILS
I
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Required at Hyd Area 1 438 45.3 psi
1 Pipe 4" 10 21' 120 4.260 438 0.9
1 4" Grvd Tee 0' 120 4.000 438 0.0
1 Pipe 6" 10 33' 120 6.357 438 0.2
2 6" Grvd 90 Ell 14' 120 6.000 438 0.2
1 8" Fingd Other Valve BACKFLOW CHART LOSS 438 7.0
1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8-.280 438 0.6
1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 438 0.7
Elevation Change 12'0" 5.2
Total Loss for 14.8 psi
Required at 438 60.1 psi
Water Source 71.0 psi static, 52.0 psi residual @ 1340 gpm 438 gpm 68.6 psi
SAFETY PRESSURE 8.5 psi
Available Pressure of 68.6 psi Exceeds Required Pressure of 60.1 psi
This is a safety margin of 8.5 psi -or 14 % of Supply
Maximum Water Velocity is 18.7 fps
c
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
SIZE Nominal size of pipe.
ID Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
TYPE Type or schedule of pipe
FITS number of fittings as follows:
90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell
SPEC - Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer.
Pt Total pressure (psi) at fitting
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C)-l.85 / ID-4.87
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q-2/ID-4
Pn Normal pressure (psi)
where Pn = Pt - Pv
Pdrop Pressure loss in pipe rise or drop to an open head.
Phead Pressure at an open head.
ELEV elevation from branch tee to open head.
PIPE pipe length from branch tee to open head.
FITS fitting equivalent length from branch tee to open head.
NOTES:
Pressures are balanced to 0.001 gpm. Pressures are listed to
0.01 psi. Addition may vary by 0.01 psi due to accumulation of
round off.
Calculations conform to NFPA 13 edition.
Velocity Pressures are considered on branch lines and cross mains
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REMOTE AREA #1 PAGE 1
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 1 FROM HYDRAULIC REFERENCE 6 TO 37 SUPPLY - DRAWING REF. "W")
HEAD 6 18.4 1" 0 0 423" 6.9 fps 10.4 10.4 1-0.4 -24
0.5-0 gpm/sq ft 1.049" 0 0 0" 0.111 0.5 0.-0 0.4 24
K = 5.60 18.4 120 40 0 41311 0" 0.-0 10.4 10.8 24
HEAD 1-0 17.4 1" 1 0 10'6" 13.4 fps 10.8 10.8 9.6 -0
0.21 gpm/sq ft 1.049" 0 0 210" 0.381 4.8 1.2 0.-0 .0
K = 5.60 35.8 120 40 0 1216" 0" 0.-0 9.6 9.6 0.
REF 26 20.7 1-1/4" 0 0 7'8" 12.2 fps 15.6 15.6
PATH 3 1.380" 0 0 0" 0.233 1.8 1.D
K = 5.41 56.4 120 40 0 718" 0" 0.'0 14.6
REF 27 22.0 1-1/2" 0 0 1'4" 12.5 fps 17.4 17.4
I PATH 5 1.61-0" 0 0 0" 0.202 0.3 1.-0
K = 5.44 78.4 12-0 40 0 11411 0" 0 .•0 16.3
REF 28 21.6 1-1/2" 0 0 319" 15.9 fps 17.6 17.6
PATH 4 1.61-0" 1 0 810" 0.318 3.7 1.7
K = 5.41 1-00.0 120 40 0 111911 0" 0.0 16.-0
REF 29 12.4 4" 0 0 101-0" 2:0 fps 21.4 21.4
PATH 13 AND 14 4.26-0" 0 0 0" 0.-002 0.-0 O.-0
K =-2.69 87.6 120 10 0 101 0" 0" 0.-0 21.4
REF 23 5.4 4" 0 0 1210" 2.1 fps 21.4 21.4
PATH 15 AND 6 4.260" 0. 0 0" 0.002 0.-0 0.-0
K = 1.16 93.0 120 10 0 121-0" 0" 0.0 21.4
REF 20 1-1/2" 2 0 54'6" 14.8 fps 21.4
1.610" 2 0 24'Off 0.277 21.8
93.0 120 4-0 0 7816" 0" 0.-0
REF 21 4" 0 0 1-0111" 2.1 fps 43.2
4.2 60 " 1 0 2-0 ' 0 " 0 .-0 0 2 0.1
i
93.0 120 1.0 0 30' 11" 0" 0.-0
CONTINUED 43.3 psi
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REMOTE AREA ## 1 PAGE 2
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 1 FROM HYDRAULIC REFERENCE 6 TO 37 (SUPPLY - DRAWING REF. "W") CONTINUED
REF 22 345.3 4" 1 0 47'11" 10.0 fps 43.3 43.3
PATH 2 4.260" 1 0 30'0" 0.043 3.3 0.0
K=52.50 438.3 120 10 0 77'11" -310" 1.3 43.3
REF 37' 438.3 gpm PATH 1 K = 65.13 45.3 psi
PATH 2 FROM HYDRAULIC REFERENCE 15 TO 22
HEAD 15 20.2 1"
0.25 gpm/sq ft 1.049"
K = 5.60 20.2 120 40
HEAD 16 20.1 1"
0.21.gpm/sq ft 1.049"
K = 5.60 40.3 120 40
HEAD 17 23.2 1-1/4"
0.32 gpm/sq ft 1.380"
K = 5.60 63.5 120 40
REF 35 5.0 1-1/2"
PATH 13 1.610"
K =-1.09 58.5-.. 120 40
HEAD 18 26.3 1-1/2"
0.37 gpm/sq ft 1.610"
K = 5.60 84.8 120 40
HEAD 19 27.4 1-1/2"
0.38 gpm/sq ft 1.610"
K = 5.60 112.2 120 40
REF 36 4"
4.260"
112.2 120 10
CONTINUED
0 0
0 0
0
0 0
1 0
0
0 0
1 0
0
as
0 0
1 0
0
1010" 7.6 fps
0" 0.133
1010110'0" Oil
8'8" 15.1 fps
0" 0.475
81811 O„
4'1" 13.8 fps
6'0" 0.290
10'1" 0"
7111" 9.3 fps
8'0" 0.118
15' 11" 0"
12'0" 13.5 fps
0" 0.234
12'0" 0"
34'1" 17.8 fps
8'0" 0.392
421111 0"
7'6" 2.5 fps
0" 0.003
71611 Oit
13.0 13.0 13.0
1.3 0.0 0.0
0.0 13.0 13.0
14.3 14.3 12.8
4.1 1.5 0.0
0.0 12.8 12.8
18.4 18.4 17.2
2.9 1.2 0.0
0.0 17.2 17.2
21.4 21.4
1.9 0.0
0.0 21.4
23.2 23.2 22.0
2.8 1.2 0.0
0.0 22.0 22.0
26.0 26.0 23.9
16.5 2.1 0.0
0.0 23.9 23.9
42.5
0.0
0.0
42.6 psi
11
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e ... .. ... .. ... ... .. _...dam
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REMOTE AREA #1 PAGE 3
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 2 FROM HYDRAULIC REFERENCE 15 TO 22 CONTINUED
REF 34' 117'. 6 4" 0 0 101011 5.2 fps 42.6 42.6
PATH 7; 4.260" 0 0 0" 0.013 0.1 0.0
K =18.02 229.7 120 10 0 10'0" 0" 0.0 42.6
REF 25 115.6 4" 0 0 7" 7.8 fps 42.7 42.7
PATH 10 4.260" 1 0 2010" 0.027 0.6 0.0
K =17.70 345.3 120 10 0 20'7" 0" 0.0 42.7
REF 22 345.3 gpm PATH 2 K 52.50 43.3 psi
PATH3 FROM HYDRAULIC REFERENCE 8 TO 26 HEAD
8 20.7 1" 0 0 210" 7.8 -fps 13.6 13.6 13.6 0 0.
22 gpm/sq ft 1.049" 1 0 510" 0.138 1.0 0.0 0.0 0 K =
5.60 20.7 120 40 0 710" 0" 0.0 13.6 13.6 0 REF
26 20.7 gpm PATH 3 K 5.41 14.6 psi PATH
4 FROM HYDRAULIC REFERENCE 9 TO 28 HEAD
9 21.6 1" 0 0 210" 8.1 fps 14.9 14.9 14.9 0 0.
30 gpm/sq ft 1.049" 1 0 510" 0.150 1.1 0.0 0.0 0 K =
5.60 21.6 120 40 0 710" 0" 0.0 14.9 14.9 0 REF
28 21.6 gpm PATH 4 K = 5.41 16.0 psi PATH
5 FROM HYDRAULIC REFERENCE 14 TO 27 HEAD
14 22.0 1" 0 0 218" 8..2.fps 15.2 15.2 15.2 -24 0.
54 gpm/sq ft 1_049" 1 0 „51.011 0:155 1..2 0.0 -0.2 24' K =
5.60 22.0 120 40 0 71811 0" 0.0 15.2 15.4 24 REF
27 22.0 gpm PATH 5 K = 5.44 16.3 psi
L' 1 1 W 1 0 C1 L 11 \ LJ L 1 Q--Ay Q. L. G.
REMOTE AREA ## 1 PAGE 4
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER, TOTAL ELEVATION Pe Pn Phead FITS
j PATH 6 FROM HYDRAULIC REFERENCE 2 TO 23
HEAD 2 21.9 1" 0 0 91 0" 8.2 fps 15.2 15.2 15.2 0
0.20 gpm/sq ft 1.049" 0 0 0" 0.153 1.4 0.0 0.0 0
K,= 5.60 21.9 120 40 0 91 0" 0" 0.0 15.2 15.2 0
HEAD 3 21.6 1" 0 0 3'9" 16.3 fps 16.6 16.6 14.9 0
0.20 gpm/sq ft 1.049" 1 0 510" 0.547 4.8 1.8 0.0 0
K = 5.60 43.5 120 40 0 819" 0" 0.0 14.9 14.9 0
REF 23 43.5 gpm PATH 6 K = 9.40 21.4 psi
PATH 7 FROM HYDRAULIC REFERENCE 7 TO 34
j HEAD 7 24.6 1" 0 0 410" 9.2 fps 19.2 19.2 19.2 24
0.29 gpm/sq ft 1.049" 1 0 510" 0.191 1.7 0.0 0.1 24
K = 5.60
I
24.6 120 40 0 91 0" 0" 0.0 19.2 19.3 24
REF 32 67.4 1-1/2" 0 0 8'0" 14.6 fps 22.3 22.3
PATH 8 1.610" 0 0 0" 0.272 2.2 1.4
K =14.27 92.0 120 40 0 810" 0" 0.0 20.9
REF 33 25.5 1-1/2" 0 0 34'3" 18.7 fps 24.5 24.5
PATH 11 1.610" 1 0 810" 0.428 18.1 2.3
K = 5.42 117.6- 120 40 0 421311 0" 0.0 22.2
i
j
REF 34 117.6 gpm PATH 7 K = 18.02 42.6 psi
PATH 8 FROM HYDRAULIC REFERENCE 11 TO 32
HEAD 11 25.0 1" 0 0 210" 9.4 fps 19.8 19.8 19.8 24
0.26 gpm/sq ft 1.049" 1 0 510" 0.196 1.4 0.0 0.1 24
K = 5.60 25.0 120 40 0 710" 0" 0.0 19.8 19.9 24
REF 30 17.4 1-1/2" 0 0 810" 6.7 fps 21.5 21.5
PATH 14 1.610" 0 0 0" 0.065 0.5 0.3
K = 3.76 42.4 120 40 0 810" 0" 0.0 21.2
CONTINUED 22.0 psi
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REMOTE AREA ##1 PAGE 5
FLOW OF LENGTH PRESSURE BRANCH LINE
i (GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 8 FROM HYDRAULIC REFERENCE 11 TO 32 CONTINUED
REF 31 25.0 1-1/2" 0 0 2'0" 10.7 fps 22.0 22.0
PATH 9 1.610" 0 0 0" 0.153 0.3 0.8
K = 5.43 67.4
i
120 40 0 210" 0" 0.0 21.2
REF 32 67.4 gpm PATH 8 K = 14.27 22.3 psi
PATH 97 FROM HYDRAULIC REFERENCE 12 TO 31
HEAD 12 25.0 1" 0 0 210" 9.4 fps 19.9 19.9 19.9 24
0.40 gpm/sq ft 1.049" 1 0 510" 0.197 1.4 0.0 0.1 24
K = 5.60 -25.0
i
120 40 0 710" 0" 0.0 19.9 20.0 24
REF 31 25..0 gpm PATH 9 K = 5.43 21.2 psi
PATH 10 FROM HYDRAULIC REFERENCE 1 TO 25
HEAD 1 25.4 1" 0 0 210" 9.5 fps 20.5 20.5 2-0.5 24
0.25 gpm/sq ft 1.049" 1 0 510" 0.203 1.4 0.0 0.1 24
K = 5.60 25.4 120 40 0 710" 0" 0.0 20.5 20.-•6 24
REF 24 63.6 1-1/2" 0 0 9'0" 14.2 fps 23.3 23.3
PATH 12 1.610" 0 0 0" 0.256 2.3 1.3
K =13.17 89.0 120 40 0 910" 0" 0.0 22.0
HEAD 5 26.7 1-1/2" 0 0 33'3" 18.4 fps 25.6 25.6 23.3 24
0.24 gpm/sq ft 1.610" 1 0 810" 0.415 17.1 2.2 0.7 24
K= 5.60 115.6 120 40 0 4113" 0" 0.0 23.3 22.7 60
REF 25 115.6 gpm PATH 10 K = 17.70 42.7 psi
PATH 11 FROM HYDRAULIC REFERENCE
I
13 TO 33
HEAD 13 25.5 1" 0 0 210" 9.6 fps 20.7 20.7 20.7 24
0.21 gpm/sq ft 1.049" 1 0 510" 0.205 1.4 0.0 0.0 24
K = 5.60 25.5 120 40 0 710" 0" 0.0 20.7 20.8 24
REF 33 25.5 gpm PATH 11 K = 5.42 22.2 psi
LQW.L11y LdIC:O-GO-yJ 25/Lb/y5 15:15
REMOTE AREA $# 1
PAGE 6
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPEKFACTORPIPE
I
C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 12-FROM HYDRAULIC REFERENCE 4 TO 24
HEAD 4 25.5 1-1/2" 0 0 10'0" 10.1 fps 21.9 21.9 21.2 -24
0.21 gpm/sq ft0 1.610" 0 0 0" 0.137 1.4 0.7 0.6 24
K = 5.60 63.6
I
120 40 0 1010" 0" 0.0 21.2 20.7 60
REF 2'4 63.6 gpm PATH 12 K = 13.17 23.3 psi
PATH 13 FROM HYDRAULIC REFERENCE 35 TO 29
REF 35 5.0 4" 0 0 716" 0.1 fps 21.4 21.4
PATH 2 4.260" 0 0 0" 0.000 0.0 0.0
K = 1.09 5.0 120 10 0 716" 0" 0.0 21.4
i REF 29 5.0 gpm PATH 13 K = 1.09 21.4 psi
PATH 14 FROM HYDRAULIC REFERENCE 29 TO 30
REF 29 17.4 1-1/2" 0 0 119" 2.8 fps 21.4. 21.4
I
PATH 1 AND 13 1.610" 1 0 810" 0.013 0.1 0.0
K = 3.77 17.4 120 40 0 919" 0" 0.0 21.4
REF 30 17.4
i
r
gpm PATH 14 K = 3.76 21.5 psi
PATH 15 FROM HYDRAULIC REFERENCE 23 TO 4
REF 23 38.1 1-1/2" 0 0 119" 6.1 fps 21.4 21.4
PATH 1 AND 6 1.610" 1 0 810" 0.053 0.5 0.0
K = 8.24 38.1 120 40 0 919" 0" 0.0 21.4
REF 4 38.1 gpm PATH 15 K = 8.14 21.9 psi
140
120
100
C
60
REQUIRED PSI: 60.1
TOTAL FLOW(OPM): 438
FINISH LINE AREA #1
AT
2 O GPM S OSE
Y
DO 250 300 350 400 450 5oc
FLOW (GPM)
CITY OF SANFORD
FIRE -.DEPARTMENT
FEES FOR SERVICES
d
PHONE 4 407- III -4952
DATE:
BUSINESS
ADDRESS:
PHONE NUMBER:( )
PERMIT #:
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ D ep
COMMENTS: A21r n/1
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
S information is true and
correct and that I will1 comply with al pplicable
codes and o ances of he
City ofjt ordj, Fir
Sanfo d/Fire Prevention (&pplicantg' Signature
CITY OF SANFORD, FLORIDA
PERMIT NO. 7sDATE I
THE
UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING
H.A.R.V. MECHANICAL EQUIPMENT: I OWNER'
S NAME ADDRESS
OF JOB vu h Ce.,l e- MECHANICAL
CONTR. YJy ti t 1 tS I G RESIDENTIAL
COMMERCIAL )C Subject
to rules and regulations of Sanford mechanical code. NATURE
OF WORK 1/-
H.V - I-LaA T0&VP
CITY OF SANFORD. FLORIDA
PERMIT NO. qS , oZ 1 DATE / b ->
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL.
LOWING ELECTRICAL WORK!
OWNER'S NAME Pe4F 104
ADDRESS OF JOB 122 t _•: l""r
ELEC. CONTR/l--L,'k"#AJ4 1%'RaidenfiaL_Non-residential
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair
Changef Service Residential
Commercial
Mobile Home
Factory Built Housing
I
New Residential 0-100 Amp Service
101-200 Am Service
201 Amp and above
New Commercial p Service
Application Fee
I
I
TOTAL II
By signing this application lam stating 1 will he in compliance with the NEC including Article 110. Section 110-9 and 110.10.
n . .--. A A
Building Official Masfor Electrician
STATE COMPETENCY NO.
I
TC_TTY OF SANFORD. FLORIDA
i n
PERMIT NO-
s'` ' / —
DATE e I [ `1 S_
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK4eA
OWNERS NAME e wl D XO,) 2 9 e f'
ADDRESS OF JOB e J 7
OP-060 M i c_t_' 2
XPLUMBINGCONTR. PLut 6i#JG Res. _ Comm.
Subject to rules and regulations of Sanford plumbing code.
Residential: I Number
Alteration, Addition, Repair I
Amount
New Residential:
One Water Closet I
Additional Water Closet
Commercial: j
Fixtures. Floor Drain, Trap
ewer e
Water Piping / 3
Gas Piping
Factory -built housing
Mobile Home I
Application Fee
Minimum Commercial Perm it:is25, o. A Total OG
COMPETENCY CARD NO.
CITY OF SANFORD
FI.RE.DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: OHO 9f PERMIT #:
BUSINESS NAME: L
ADDRESS:ZZ:
PHONE NUMBER:( )
PLANS REVIEW
BURN PERMIT
TANK PERMIT
COMMENTS :
AMOUNT
S , .
TENT PERMIT
REINSPECTION
FIRE SYSTEM
J-
ze e2-2111.E
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.
a
an rd i e Prevention
I certify that the above
information is true ,a-nd
correct and that .I will
comply with all applicable
codes and ordinances of the
City of Sanford, Florida.
pplig vs Signature
7 /1 04 1: T.+, Fil E
Five Start' Permits 11-1,C.
10846 Downev Ave. # * J, Dcrwney, CA 90241
Tel ( 6' - M 869-6,io310) 969 .293 F- (3 1
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V
FROM THE CITY BUILDIENG OFFICIAL
r;
September 12, 1995
TO: All Concerned Departments
FROM: Gary Winn, Building Official,t—
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 riiertioJ-s o
1
Public Work
Utilities GHec`i ow
GW/ar
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 CR%97S 5!/s195 -,e 9;98 GAP STORE
137 TOWNE CENTER CR
140 TOWNE CENTER CR GAP KIDS
141 TOWNE CENTER CRR812,S0 °7 to1gS-0 1 g MAYOR JEWELERS
150 TOWNE CENTER CR%(/87,5o 7 s# A5/99 NINE WEST
151 TOWNE CENTER CR
152 TOWNE CENTER CR'g912,so 7c/TALB0TS
155 TOWNE CENTER CRX/q5o 8/ii%95-Y 2s;51/ BARNIE.'S COFFEE & TE
156 TOWNE CENTER CRX/f37,so BODY SHOP
157 TOWNE CENTER CRC 8/z,so 7/1i/gs*:e- 2ygo GODIVA
159 TOWNE CENTER CRe97S 6/fz/qS-t,, 2349 VICTORIA SECRETS
160 TOWNE CENTER CRs'82,5o 6/7z/qs:*:t 24(D7- LERNERS DEPT STORE
161 TOWNE CENTER CRMWOC DuE PIERCING PAGODA
164 TOWNE CENTER CR SEMINOLE,TOWNE CENTE
165 TOWNE CENTER CR.'97S 5/O/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¢I87.510 21095.0 2574,/ J RIGGINS
167 TOWNE CENTER CR0"/87,5-o G/3o/9s w 2 4 8 o BOMBAY CO
168 TOWNE CENTER CR%g75 6/27/gss* 24/6,7 LADY FOOT LOCKER
169 TOWNE CENTER CR NOJe 14G SUNGLASS HUT (KIOSK)
1.70 TOWNE CENTER CRie&5o 2562 GARDEN BOTANIKIA
171 TOWNE CENTER CRXy37,510 7/3i/95tc2517 CARLTON CARDS
173 TOWNE CENTER CRgj(,Sa 7/3/1g19tr25Z(0 GYMBOREE STORE
175 TOWNE CENTER CR$.3zs 7/7/9s,6r 248.7 A SHOP CALLED MANGO
176 TOWNE CENTER CR SEMINOLE TOWNE CENTE
177 TOWNE CENTER CRtI,So 101,q5442-SS2 PETITE -SOPHISTICATES
179 TOWNE CENTER CR032.S !8;/2q/95;:a 266,ss PATCHINGTON
y 180 TOWNE CENTER CR ec Jii T-Qw i a ivC
181 TOWNE CENTER CR
182 TOWNE CENTER CR3'V87,so 7/zy 2512 G N C
183 TOWNE CENTER CR NoN e Due LETS TALK CELLULAR
F3-Exit F12=Cancel
07-04' SA MW KS IM II S1 AO KB
ci
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O
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS 177 TOWNE CENTER CIRCLE PERMIT NUMBER
t _ 01 qO(
Total Contract Price of Job $3000.00 Tot -
Describe Work INSTALLATION OF AUTOMATIC
1 Sq. Ft.
Type of Construction AUTOMATIC FIRE SPRINKLERS Flood Prone (YES) (No)
Number of Stories Number of Dwellings Zoning
Occupancy: Residential Commercial X Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER PARCEL #29-19-20-5LW-01-00-
OWNER SIMON --- PETITIE SOPHISTICATE PHONE NUMBER
ADDRESS PO BOX 7033
CITY INDIANAPOLIS STATE IN ZIP 46207
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY
BONDING COMPANY
ADDRESS
CITY
ARCHITECT
ADDRESS
STATE ZIP
STATE ZIP
CITY STATE ZIP
MORTGAGE LENDER
ADDRESS
CITY STATE ZIP
CONTRACTOR WAYNE AUTOMATIC FIRE SPRINKLERS, INC. PHONE NUMBER 407-656-3030
ADDRESS 222 CAPITOL COURT ST. LICENSE NUMBER 027668000181
CITY OCOEE STATE FL ZIP 34761
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.
H ro Z
0 o
ol
m cn a
0 n
Signature of Owner/Agent & Date Signature of Contractor & Date 0 n 1<
RANDALL D. ALMQND 8-17-95
H N
1< z
Type or Print Owner/Agent Name Type or Print Contractor's Name x 3
C- D
8-17 - 95 b
Signature of Notary & Date Signature of Notary & Date
Official Seal) (Official Seal)
a
f
a 3
o
E Application Approved BY:
z ? FEES: Building Ra
Open Space Ro
rd w
c 0 PERMIT VALIDATION: CHECK
o
A-OF ALo 01ANDRA WJ SOX0trigCommEP, 5/09/99pLic "'Bonded By SaviCor /No. CC4
Police ge
Impact'.:. A pl cation412—
CASH DATE BY
PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
H
d
o ui a ORIGINAL (BUILDING) YELLOW (CUSTOMER)
Z a H
THIS APPLICATION USED FOR WORK VALUED..$2500.00 OR MORE
PEWITIE SOPHISTICATE Drawing Date:8/28/95 8/28/95 13:43
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: PETITIE SOPHISTICATE
Location: 177 TOWNE CENTER CIRCLE
SANFORD, FL ,.
Drawing Date: 8/28/95 Remote Area Number: 1
Contractor: EMPIRE CONSTRUCTION CO. Telephone:205-956-5594
EASTWOOD BUIDING, STE 150
1675 MONTCLAIR ROAD
BIRMINGHAM, AL 35210
Designer: LOUIS P.'
Calculated By:SprinkCALC
CSC Systems & Design
Construction: SPRINKLER SYSTEM Occupancy:ORD. HAZ. 2
Reviewing Authorities:SANFORD
SYSTEM DESIGN
Code:NFPA 13 Hazard:ORD. HAZ. 2 System Type:WET
Area of Sprinkler Operation 1500 sq ftj Sprinkler or Nozzle
Density (gpm/sq ft) 0.20 1 Make:CENTRAL Model:H
Area per Sprinkler 130 sq ft) Size:1/2" K-Factor: 5.60
Hose Allowance Inside 0 gpm Temperature Rating:165
Hose Allowance Outside 250 gpm
CALCULATION SUMMARY
gpm Required: 626.6 psi Required: 58.7 @
WATER SUPPLY
Water Flow Test Pump Data Tank or Reservoir
Date of Test 6-7-95 Rated Capacity 0 gpm Capacity 0 gpmStaticPressure71.0 psi Rated Pressure 0:0 psi Elevation 0
Residual Pres 52.0 psi Elevation 0
At a Flow of 1340 gpm Make: Well
Elevation 0" Model: Proof Flow 0 gpm
Location:
Source of Information:
SYSTEM VOLUME 79 Gallons
Notes:
PETITIE SOPHISTICATE Drawing Date:8/28/95
HYDRAULIC CALCULATION DETAILS
8/28/95 13:43
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Required at Hyd Area 1, 627 35.0 psi
1 Pipe 4" 10 207' 120 4.260 627 17.1
2 4" Grvd 90 Ell 10' 120 4.000 627 2.2
1 4" Grvd Tee 0' 120 4.000 627 0.0
1 8" Thrd Other Valve BACKFLOW CHART LOSS 627 7.0
1 Pipe 8" PV UNDERGROUND_PIPING 500' 150 8.280 627 1.1
1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 627 1.3
Elevation Change -1210" 5.2
Total Loss for 23.7 psi
Required at 627 58.7 psi
Water Source 71.0 psi static, 52.0 psi residual @ 1340 gpm 627 gpm 66.3 psi
SAFETY PRESSURE 7.7 psi
Available Pressure of 66.3 psi Exceeds Required Pressure of 58.7 psi
This is a safety margin of 7.7 psi or 13 % of Supply
Maximum Water Velocity is 19.6 fps
PETITIE SOPHISTICATE Drawing Date:8/28/95
LEGEND
8/28/95 13:43
HYD REF Hydraulic reference. Refer to accompanying flow diagram.
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P_
SIZE Nominal size of pipe.
ID Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
TYPE Type or schedule of pipe
FITS number of fittings as follows:
90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell
SPEC - Fitting other than above or fitting with hydraulic
equivalent length specified by manufacturer.
Pt Total pressure (psi) at fitting
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C)-1.85 / ID-4.87
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q-2/ID-4
Pn Normal pressure (psi)
where Pn = Pt - Pv
Pdrop Pressure loss in pipe rise or drop to an open head.
Phead Pressure at an open head.
ELEV elevation from branch tee to open head.
PIPE pipe length from branch tee to open head.
FITS fitting equivalent length from branch tee to open head.
NOTES:
Pressures are balanced to 0.001 gpm. Pressures are listed .to
0.01 psi. Addition may vary by 0.01 psi due to accumulation of
round off.
Calculations conform to NFPA 13 edition.
Velocity Pressures are considered on branch lines and cross mains
PETITIE SOPHISTICATE Drawing Date:8/28/95 8/28/95 13:43
REMOTE AREA ##1 1
PAGE 1
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPEKFACTORPIPECTYPEOTHERTOTALELEVATIONPePnPheadFITS
PATH 1 FROM HYDRAULIC REFERENCE 2 TO 43 SUPPLY - DRAWING REF. "W")
HEAD 2 20.6 1" 0 0 8110" 7.7 fps 13.2 13.2 13.2 24
0.62 gpm/sq ft 1.049" 0 0 0" 0.137 1.2 0.0 0.3 24
K = 5.60 20.6 120 40 0 8110" 0" 0.0 13.2 13.5 24
HEAD 8 20.1 1" 0 0 2'0" 15.2 fps 14.4 14.4 12.9 24
0.36 gpm/sq ft 1.049" 1 0 5'0" 0.484 3.4 1.5 0.0 24
K = 5.60 40.7 120 40 0 710" 0" 0.0 12.9 12.8 60
REF 26 23.4 1-1/4" 0 0 7'5" 13.9 fps 19.1 19.1
PATH 5 1.380" 0 0 0" 0.295 2.2 1.3
K = 5.36 64.1 120 40 0 715" 0" 0.0 17.8
HEAD 12 24.7 1-1/2" 0 0 10'0" 14.1 fps 21.3 21.3 19.9 24
0.25 gpm/sq ft 1.610" 0 0 0" 0.255 2.5 1.3 0.5 24
K = 5.60 88.8 120 40 0 1010" 0" 0.0 19.9 19.5 60
HEAD 15 25.7 1-1/2" 0 0
0.26 gpm/sq ft 1.610" 1 0
K = 5.60s 114.5 120 40 0
REF 27 58.0 4" 0 0
PATH 15 4.260" 0 0
K =10.60 172.5 120 10 0
REF 32 115.3 4" 0 0
PATH 2 4.260" 0 0
K =21.14 287.9 120 10 0
REF 33 57.7 4" 0 0
PATH 14 4.260" 1 0
K =10.59 345.6 120 10 0
REF 35 281.1 4" 0 0
PATH 3 4.260" 1 0
K =50.72 626.6 120 10 0
712" 18.2 fps 23.8 23.8 21.6 -24
810" 0.408 6.2 2.2 0.6 24
1512" 0" 0.0 21.6 21.0 60
810" 3.9 fps 30.0 30.0
0" 0.008 0.1 0.0
810" 0" 0.0 30.0
210" 6.5 fps 30.1 30.1
0" 0.020 0.0 0.3
210" 0" 0.0 29.8
2'6" 7.9 fps 30.1 30.1
20'0" 0.028 0.6 0.4
2216" 0" 0.0 29.7
3210" 14.2 fps 30.7 30.7
2010" 0.083 4.3 0.0
5210" 0" 0.0 30.7
REF 43 626.6 gpm PATH 1 K = 105.91 35.0 psi
PETITIE SOPHISTICATE Drawing Date:8/28/95 8/28/95 13:43
REMOTE AREA $#1
FLOW ## OF
GPM) PIPE FITS
HYD REF OUTLET SIZE 90 45
ID T LT
K FACTOR PIPE C TYPE OTHER
PAGE 2
LENGTH PRESSURE BRANCH LINE
FEET SUMMARY TO HEAD
PIPE VELOCITY Pt Pt Pn ELEV
FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
TOTAL ELEVATION Pe Pn Phead FITS
PATH 2 FROM HYDRAULIC REFERENCE 3 TO 32
HEAD :3 21.8 1" 1 0 4110" 8.2 fps 14.9 14.9 14.9, 24
0.45 gpm/sq ft 1.049" 0 0 210" 0.153 1.0 0.0 0.3 24
K = 5.60 21.8 120 40 0 6110" 0" 0.0 14.9 15.2 24
HEAD 7 21.1 1" 0 0 6'0" 16.1 fps 16.0 16.0 14.3 24
0.96 gpm/sq ft 1.049" 0 0 0" 0.534 3.2 1.7 0.1 24
K = 5.60 42.9 120 40 0 610" 0" 0.0 14.3 14.1 60
HEAD 11 23.4 1-1/4" 0 0 5'5" 14.4 fps 19.2 19.2 17.8 -24
1.06 gpm/sq ft 1.380" 0 0 0" 0.314 1.7 1.4 0.4 24
K = 5.60 66.3 120 40 0 515" 0" 0.0 17.8 17.5 60
REF 30 24.0 1-1/2" 0 0 10'0" 14.4 fps 20.9 20.9
PATH 7 1.610" 0 0 0" 0.263 2.6 1.4
K = 5.43 90.3 120 40 0 1010" 0" 0.0 19.5
REF 31 25.0 1-1/2" 0 0 7'2" 18.4 fps 23.5 23.5
PATH 10 1.610" 1 0 810" 0.413 6.3 2.2
K = 5.43 115.3 120 40 0 1512" 0" 0.0 21.3
REF 32 115.3 gpm PATH 2 K = 21.14 29.8 psi
PATH 3 FROM HYDRAULIC REFERENCE 5 TO 35
HEAD 5 23.0 1" 0 0 413" 8.6 fps 16.7 16.7 16.7 -24
0.30 gpm/sq ft 1.049" 1 0 510" 0.168 1.6 0.0 -0.2 24
K = 5.60 23.0 120 40 0 913" 0" 0.0 16.7 16.9 24
REF 36 46.8 1-1/4" 0 0 8'0" 15.1 fps 18.2 18.2
PATH 6 AND 4 1.380" 0 0 0" 0.345 2.8 0.0
K =10.95 69.7 120 40 0 810" 0" 0.0 18.2
REF 37 49.3 1-1/2" 0 0 6'3" 18.9 fps 21.0 21.0
PATH 8 AND 9 1.610" 0 0 0" 0.438 2.7 0.0
K =10.76 119.0 120 40 0 613" 0" 0.0 21.0
CONTINUED 23.7 psi
F- PETITIE SOPHISTICATE _ Drawing Date:8/28/95 8/28/95 13:43
REMOTE AREA ## 1 1
PAGE 3
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPEKFACTORPIPECTYPEOTHERTOTALELEVATIONPePnPheadFITS
PATH 3 FROM HYDRAULIC REFERENCE 5 TO 35 CONTINUED
REF 38 25.7 2" 0 0 10'0" 14.0 fps 23.7 23.7
PATH 11 2.067" 0 0 0" 0.186 1.9 1.3
K = 5.42 144.7 120 40 0 1010" 0" 0.0 22.4
REF 39 26.4 2" 0 0 7'2" 16.5 fps 25.6 25.6
PATH 12 2.067" 1 0 10'0" 0.254 4.4 1.8
K = 5.41 171.1 120 40 0 1712" 0" 0.0 23.8
REF 40 110.0 4" 0 0 714" 6.4 fps 30.2 30.2
PATH 13 4.260" 1 0 2010" 0.019 0.5 0.3
K =20.02 281.1 120 10 0 2714" 0" 0.0 29.9
REF 35 281.1 gpm PATH 3 K = 50.72 30.7 psi
PATH 4 FROM HYDRAULIC REFERENCE 4 TO 36
HEAD 4 23.0 1" 0 0 319" 8.6 fps 16.7 16.7 16.7 24
0.29 gpm/sq ft 1.049" 1 0 510" 0.169 1.5 0.0 0.2 24
K = 5.60 23.0 120 40 0 819" 0" 0.0 16.7 16.9 24
REF 36 23.0 gpm PATH 4 K = 5.40 18.2 psi
PATH 5 FROM HYDRAULIC REFERENCE 6 TO 26
HEAD 6 23.4 1" 1 0 810" 8.8 fps 17.3 17.3 17.3 -24
0.45 gpm/sq ft 1.049" 0 0 210" 0.174 1.7 0.0 -0.2 24
K = 5.60 23.4 120 40 0 1010" 0" 0.0 17.3 17.5 24
REF 26 23.4 gpm PATH 5 K = 5.36 19.1 psi
PATH 6 FROM HYDRAULIC REFERENCE 1 TO 36
HEAD 1 23.7 1" 0 0 216" 8.9 fps 17.8 17.8 17.8 -24
1.48 gpm/sq ft 1.049" 0 0 0" 0.178 0.4 0.0 -0.2 24
K = 5.60 23.7 120 40 0 216" 0" 0.0 17.8 17.9 24
REF 36 23.7 gpm PATH 6 K = 5.56 18.2 psi
r 1rIE SOPHISTICATE Drawing Date:8/28/95-
s
8/28/95 13:43
REMOTE AREA #1 v
PAGE 4
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPEKFACTORPIPECTYPEOTHERTOTALELEVATIONPePnPheadFITS
PATH 7 FROM HYDRAULIC REFERENCE 13 TO 30
HEAD 13 24.0 1" 0 0 210" 9.0 fps 18.2 18.2 18.2 -24
0.20 gpm/sq ft 1.049" 1 0 510" 0.182 1.3 0.0 -0.1 24
K = 5.60 24.0 120 40 0 710" 0" 0.0 18.2 18.4 24
REF 30 24.0 gpm PATH 7 K = 5.43 19.5 psi
PATH 8 FROM HYDRAULIC REFERENCE 10 TO 37
HEAD 10 24.6 1" 0 0 413" 9.2 fps 19.2 19.2 19.2 24
0.38 gpm/sq ft 1.049" 1 0 5'0" 0.191 1.8 0.0 0.1 24
K = 5.60 24.6 120 40 0 913" 0" 0.0 19.2 19.3 24
REF 37 24.6 gpm PATH 8 K = 5.37
PATH 9 FROM HYDRAULIC REFERENCE 9 TO 37
21.0 psi
HEAD 9 24.7 1" 0 0 31911 9.2 fps 19.3 19.3 19.3 -24
0.26 gpm/sq ft 1.049" 1 0 510" 0.192 1.7 0.0 -0.1 24
K = 5.60 24.7 120 40 0 819" 0" 0.0 19.3 19.4 24
REF 37 24.7 gpm PATH 9 K = 5.39 21.0 psi
PATH 10 FROM HYDRAULIC REFERENCE 16 TO 31
HEAD 16 25.0 1" 0 0 210" 9.4 fps 19.9 19.9 19.9 -24
0.21 gpm/sq ft 1.049" 1 0 510" 0.197 1.4 0.0 -0.1 24
K = 5.60 25.0 120 40 0 710" O" 0.0 19.9 20.0 24
REF 31 25.0 gpm PATH 10 K = 5.43 21.3 psi
PETITIE SOPHISTICATE Drawing Date:8/28/95 8/28/95 13:43
REMOTE AREA ##1 PAGE 5
FLOW OF LENGTH PRESSURE BRANCH LINE
GPM) PIPE FITS FEET SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
I{ FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 11 FROM HYDRAULIC REFERENCE 14 TO 38
HEAD 14 25.7 1" 0 0 213" 9.6 fps 20.9 20.9 20.9 24 i
0.21 gpm/sq ft 1.049" 1 0 510" 0.206 1.5 0.0 0.0 24
K = 5.60 25.7 120 40 0 713" 0" 0.0 20.9 21.0 24
REF 38 25.7 gpm PATH 11 K = 5.42 22.4 psi
PATH 12 FROM HYDRAULIC REFERENCE 17 TO 39
HEAD 17 26.4 1" 0 0 213" 9.9 fps 22.2 22.2 22.2 24
0.22 gpm/sq ft 1.049" 1 0 510" 0.217 1.6 0.0 0.0 24
K = 5.60 26.4 120 40 0 7'3" 0" 0.0 22.2 22.2 24
REF 39 26.4 gpm PATH 12 K = 5.41 23.8 psi
e
PATH 13 FROM HYDRAULIC REFERENCE 25 TO 40
HEAD 25 26.7 1" 0 0 6'1" 10.0 fps 22.7 22.7 22.7 24
0.86 gpm/sq ft 1.049" 0 0 0" 0.222 1.4 0.0 0.0 24
K = 5.60 26.7 120 40 0 611" O" 0.0 22.7 22.7 24
HEAD 22 25.6 1" 0 0 4'0" 19.6 fps 24.1 24.1 21.5 24
0.88 gpm/sq ft 1.049" 0 0 0" 0.771 3.1 2.5 0.6 24
K = 5.60 52.3 120 40 0 410" 0" 0.0 21.5 21.0 60
HEAD 18 27.6 1-1/4" 0 0 10" 17.3 fps 27.1 27.1 25.2 24
0.89 gpm/sq ft 1.380" 1 0 610" 0.444 3.0 2.0 0.8 24
K = 5.60 80.0 120 40 0 6110" 0" 0.0 25.2 24.4 60
REF 42 4" 0 0 519" 1.8 fps 30.2
4.260" 0 0 0" 0.002 0.0
80.0 120 10 0 519" O" 0.0
REF 41 30.0 4" 0 0 3" 2.5 fps 30.2 30.2
PATH 17 4.260" 0 0 0" 0.003 0.0 0.0
K = 5.47 110.0 120 10 0 3" 0" 0.0 30.2
REF 40 110.0 gpm PATH 13 K = 20.02 30.2 psi
PE'I'ITIE SOPHISTICATE Drawing Date:8/28/95 8/28/95 13:43
REMOTE AREA ## 1 1
4
PAGE 6
FLOW ## OF
GPM) PIPE FITS
HYD REF OUTLET SIZE 90 45
ID T LT
K FACTOR PIPE C TYPE OTHER
LENGTH PRESSURE BRANCH LINE
FEET SUMMARY TO HEAD
PIPE VELOCITY Pt Pt Pn ELEV
FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE
TOTAL ELEVATION Pe Pn Phead FITS
PATH 14 FROM HYDRAULIC REFERENCE 19 TO 33
HEAD 19 28.8 1" 0 0 1'0" 10.8 fps 26.6 26.6` 26.6 24
0.25 gpm/sq ft 1.049" 1 0 5'0" 0.255 1.5 0.0 0.2 24
K = 5.60 28.8 120 40 0 610" 0" 0.0 26.6 26.4 24
REF 34 28.9 1-1/2" 0 0 10" 9.2 fps 28.7 28.7
PATH 16 1.610" 1 0 810" 0.115 1.0 0.6
K = 5.40 57.7 120 40 0 8110" 0" 0.0 28.1
REF 33 57.7 gpm PATH 14 K 10.59 29.7 psi
PATH 15 FROM HYDRAULIC REFERENCE 23 TO 27
HEAD 23 28.8 1" 0 0 210" 10.8 fps 26.7 26.7 26.7 24
0.26 gpm/sq ft 1.049" 1 0 5'0" 0.256 1.8 0.0 0.2 24
K = 5.60 28.8 120 40 0 710" 0" 0.0 26.7 26.5 24
REF 29 1-1/2" 0 0 810" 4.6 fps 28.5
1.610" 0 0 0" 0.032 0.3
28.8 120 40 0 810" 0" 0.0
HEAD 21 29.2 1-1/2" 0 0 2110" 9.2 fps 28.7 28.7 28.2 24
0.26 gpm/sq ft 1.610" 1 0 810" 0.116 1.3 0.6 1.0 24
K = 5.60 58.0 120 40 0 10'10" 0" 0.0 28.2 27.2 60
REF 27 58.0 gpm PATH 15 K 10.60 30.0 psi
PATH 16 FROM HYDRAULIC REFERENCE 24 TO 34
HEAD 24 28.9 1" 0 0 1'0" 10.8 fps 26.8 26.8 26.8 -24
0.30 gpm/sq ft 1.049" 1 0 510" 0.257 1.5 0.0 0.2 24
K = 5.60 28.9 120 40 0 610" 0" 0.0 26.8 26.6 24
REF 28 1-1/2" 0 0 1010" 4.6 fps 28.4
1.610" 0 0 0" 0.032 0.3
28.9 120 40 0 1010" 0" 0.0
REF 34 28.9 gpm PATH 16 K = 5.40 28.7 psi
PETITIE SOPHISTICATE Drawing Date:8/28/95
REMOTE AREA ##1
0
FLOW ## OF LENGTH
GPM) PIPE FITS FEET
8/28/95 13:43
PAGE 7
PRESSURE BRANCH LINE
SUMMARY TO HEAD
HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV
ID T LT FITTINGS LOSS PSI/FT Pf. Pv Pdrop PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 17 FROM HYDRAULIC REFERENCE 20 TO 41
HEAD 20 30.0 1-1/2" 0 0 10" 4.8 fps 29.9 29.9 29.9 -24
0.27 gpm/sq ft 1.610" 1 0 810" 0.034 0.3 0.0 1.1 24
K = 5.60 30.0 120 40 0 8110" 0" 0.0 29.9 28.8 60
REF 41 30.0 gpm PATH 17 K = 5.47 30.2 psi
140
120
100
80
C
60
ns
20
REOUIRED Psi:58.7
TOTAL FLOW(GPM):627
PETITIE SOPHISTICATE AREA #1
AT
SUPPLY
r`\ ri C-. Z n n 7-1 C A r. .=,
0;G C7UU 675 750
FLOW (GPM)
CITY OF SANFORD
FIRE -DEPARTMENT
FEES FOR SERVICES
PHONE 4i' 407-322-4952
DATE: lc,S~ PERMIT g
BUSINESS NAME: j.L Sesom2A7 s 5 7ic,';Te—
ADDRESS: / -2 7 C--,,Ter G.
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM -
AMOUNT
COMMENTS :1IZ74111/1 1 re- •Soli /el ,S STD --
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.
v`
Sanfo d F re Prevention
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordina Fces of the
City of Saafo , Florida._
pp-l-icants'Signatu
APPLICATION FOR BUILDING PERMIT
CITY OF SANFORD, FLORIDA
DATE \\ PERMIT NO.
s
To the Building Official:
The undersigned hereby applies for a permit for the
following described work:
OWNERe'I "2, C S'k C-jj-q—
ADDRESSI11 ( I aLo av 0,3.j 4 L .
NATURE OF WORK Y-SL4 IQ s=6o /DTI Qq
LEGAL DESCRIPTION
APPLICANT'S NAMEVl
APPLICANT'S ADDRESS L, Z S
0c2,\,3z
APPLICANT'S PHONE NUMBER
VALUATION FEE "'
FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS
Building f icia1
I certify that the above infor=
mation is true and correct and
that I will comply with all
applicable
cZS4qford,
s and ordinances
of the C,it FL.
ture
Stye
I
Y
i
I
BEmu VM
i
August 23, 1995
To. Whom It May Concern:
RE: Petite Sophisticate
Seminole Mall
189 Towne Center Cr.
Sanford, FL
We hereby authorize Outdoor Images of Central Florida to secure permits.and install
signage for the above referenced location.
Altshuler
ICE
President
The above statement was made to me on the 23rd day of August, 1995 and signed
by the President of Triangle Sign & Service.
4;orothy m ell, Not ublic1. Ca
IV, wmi Sion Expires: June 1, 1999
I
3343 WASHINGTON BOULEVARD, P.O. BOX 24186, BALTIMORE, MARYLAND 21227 (410) 247 5300
FAX 410.247-1944
August 2, 1995
Melvin Simon & Associates
115 W. Washington Street 59 4
Indianapolis, IN 45204 tfZ11
Attn: Robert Horkay TOTAL 2 PAGES
317-263-7916 - 'g— 74
317-685-7222 - fax
RE: Petite Sophisticate
Seminole Towne Center
Space D-9
Sanford, FL
Dear Mr. Horkay:
At the request of our customer, Petite S
approval the proposed signage for the at
In order to expedite our fabrication proce
soon as possible. Your earliest attei
appreciated.
Yours truly,
TRIANGLE SIGN & SERVICE
DUJ'L
Steve Wiley
Installation Coordinator
cc: U.S. Specialty Retailing - Gary
M ) WASHINGTON BOULEVARD, P.O. BOX 2418b,, r
FAX _ 41,0.24
y
MANAGCMENT
A S S 0 C I A T E S
INDIANA). INC.
Mr. Bill Hartman P,L - August 9, 1995U.S. Shoe Corporation
2344 Perimeter Park, Suite 100 Via DHL Express
Atlanta, GA 30041 ()rAK
Phone #404-458-5268
Reference: CONSTRUCTION DOCYA ffNT REVIEW
PETITE SOPHISTICATE SEMINOLE TOWNE CENTER
SPACE #D-09 SANFORD, FLORIDA
Dear Mr. Hartman:
We have completed a review of your final construction documents, and they are approved as noted. Note
that this review is for general criteria conformance and design i tent only. One set of plans marked withreviewcommentsisenclosedforyourrecords.
You are responsible for informing your contractors and vendors of pertinent lease requirements, procedures
for checking in with the appropriate Landlord representatives at the site, and all Mall Rules and Regulations.
Your general contractor will be required to sign acceptance of one set of Landlord -approved construction
documents, acknowledging that construction will proceed according to those documents unless otherwise
directed by local building officials or written, instruction from the Landlord.
Refer to Tenant kformadon Handboo for additional information on permits, insurance certificates, and/oranydamagedepositwhichmayberequiredpriortothestartofconstruction -- or call if we may offer
assistance.
Sincerely,
j4
Robert L. Rorkay
Tenant Coordinator
Copy: Leasing, Mall Manager, Ccntral F1eS
Direct Dial (317) 263-7916
DWA'msocA1.1XX
MERCHANTS PLAZA POST OFrICF BOX 7033 ° INDIANAPOLIS. INDIANA'` 46207 317-636-1600
i
PETITE
SCPH STICATE
i
rn
H.
Client Location Data Drawing No. Drawn by
f r--nT-1i"i' "I"Y -=28-15 K.sNd - V
I
I
al3leSman Scale Sheet No. Revisedf
RGT IL"-iuLAr 1Ii . t= A5 I F -
p§ C
9
I
JCL Y l(. l`(L
Ficr DF LgT 1 e SPETITE34Nc...Z.GPLEX
SOPHISTICATE M4Iif PLEXEwrluo J /.
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3343
WAShiNgTON BOUIEvARd j
P.O. Box 24186 BAITWMORE,
MARylANd 21227 410)
247.5300 f
Ax (410) 247.1944 REPRODUCTION
IN WHOLE OR PART PROHIBITED
WITHOUT EXPRESS PERMISSION OF',
TRIANGLE SIGN AND SERVICE
0 Pre E]
t urEO y
k,
FCX Y/ okLv uP \v/ c
L f Fa
EX
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AOUOTi kl(1 DEJ-N L
CIi 1C Location Owto awing O. Orawn by 3343 a inc,Ton BoulEvand .
P.O. bx 24186
p k'i I i I . Pi Jf H j s i i W'1 / - pJ •..q 5 (L .S NTimcm MAig4AW 21227
YPI C Lir
I I tomacucrm N INCLE
410) 247-s300
scads gmsst Pdo. Fknpk ad Fax (410) 247.1944