126 Towne Center Cir - 95-002021 (1995) (BEBE) (INTERIOR REMODEL) DOCUMENTSI, (-r 'PSY`Yv- - Cam* c
ZONE DATE 6c))r
CONTRACTOR . K S
e (
On _-1I"
ADDRESS
PHONE # 9:S S (> O I
LOCATION
OWNER
ADDRESS
PHONE #
PLUMBING CONTRACTOR
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS ()
FINISHED FLOOR
ELEVATION REQUIREMENTS (__)
PERMIT #
JOB
COST
SUBDIVISION:
LOT NO.
BLOCK:
SECTION:
SQUARE FEET:
FEE $ q OLD
MODEL:
STATE NO.
FEE $
FEE $ --
W
FEE $ Sy
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT. EPI:
CERTIFICATE OF OCCUPANCY
ARCH IT ECTURAL .APPROVAL DATE:
ISSUED #
j
DATE:
FINAL DATE
y
BP101IO2 CITY OF SANFORD
Land Master Selection ev Street Address
Tvpe options, press Enter.
i=Select 5=View detail
Opt Street address
10 TOWNE
20 TOWNE
40 TOWNE
50 TOWNE
100 TOWNE
100 200 TOWNE
101 TOWNE
102 TOWNE
103 TOWNE
104 TOWNE
105 TOWNE
107 TOWNE
108 TOWNE
109 TOWNE
110 TOWNE
9/12/9G
14:21:02
Owner,
CENTER CR
CENTER CR
CENTER CR
CENTER CR g
CENTER CR GIFTS
CENTER CR 1/94 2080
CENTER CR GALA ROOM F-15
CENTER CR HOME FURNISHINGS
CENTER CR
CENTER CR
CENTER CR MALL DISPLAY BOXES
CENTER C01137,S0 7/to/g5* 2so(, CAMELOT
CENTER CR*U87,50 s/9klsrs a549 BRIAR PATCH
CENTER CR NONE DUE WIND DAN-GER
CENTER CR4r787.'T0 9/5/95it a42.3 REGIS HAIRSTYLING +
F3=Exit F12=Cancel
07-04 SA MW KS IM II
BP101IO2 CITY OF SANFORD
Land Master, Selection By Street Address
Type options, press Enter.
1=Select 5=View detail
OP Street address
111 TOWNE
112 TOWNE
113 TOWNE
114 TOWNE
117 TOWNE
120 TOWNE
122 TOWNE
1 2 3 TOWNE
126 TOWNE
127 TOWNE
128 TOWNE
129 TOWNE
130 TOWNE
132 TOWNE
135 TOWNE
F3=Exi t F 12=Cancel
07-04 SA
S1 AO KB
9/12/95
14:23:32
Owner
CENTER CR WAR ROOM F-11
CENTER CR NpNE' DUE CANDLEMAN
CENTER CR%//37,So -- .2U6/ DESIGNS LEVY
CENTER CRd&so 7//8/9sss 2503 ZALES JEWELERS
CENTER CR x 50 7125/95-.tt 2s2.o ANN TAYLOR
CENTER CR5s325 '7/1y/95-_z&2g97 6 SACINO' S FORM.
CENTER CRAP/62,so -712V/95- W 25/-9 THE BODY SHOP
CENTER CR SA z—TrW111r E CENTER
CR%gg7,so>6,/3o/9502y7S BE BE CENTER
CR-t,aoo s/.-i/yr STRUCTURE DEPT STORE CENTER
CR 9 E H 1 9WNE—ef--i!-E CENTER
CR CENTER
CR%,/87.5-o-7/3i/95te2529CHACHE CENTER
CR$//37,5'o 5122/95-ff-2333 DISNEY STORE CENTER
CR:K/9so 5/2a/4'S4f233i LIMITED CACIQUE + KS IM
II S1 AO KB
FROM THE CITY BUILDING OFFICIAL
September 12, 1995
TO:.., All Concerned Departments
FROM: Gary Winn, Building Official,i
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
09,'13; 95 117ED 11: 31 FAX 415 656 2170 BEBE
September 1.3, 1995
Sanford Building Department
To Whom it may concern:
bebe, recognizes that, although we are able to stock our store and train personnel in the bebe
store, we will not open for business or sales without the Landlord first receiving theirCertificateofOccupancyandpermissiontoopen.
If you have any questions whatsoever, please don't hesitate to call. Thank you for yourattentiontothismatter.
Regards,
iDelbe
September 8, 1995
Sanford Building Department
To Whom It May Concern:
bebe, recognizes that, although we are able to stock our store and train personnel, we will not
open for business or sales without the Landlord first receiving their Certificate of Occupancy
and permission to open.
If you have any questions, please feel free to contact me.
Regards,
v d
W. Sam Lothridge
cc: Nancy Weinman
Weekes Construction
380 Valley Drive Brisbane, CA 94005 415.695.0185 Fax 415.695.0387
101
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Ce
sic FSx 7
APPLICATION.FOR BUILDING PERMIT
CITY OF SANFORD, FLORIDA
DATE — PERMIT NO.
To the Building Official:
The undersigned hereby applies for a permit for the
following described work:
OWNER
ADDRES
NATURE OF WORK .
LEGAL DESCRIPTION
APPLICANT'S NAME
a/ i Zj Z-' i 44(- 11,e
is6/vAe -, APPLICANT'
S ADDRESS s G/CST C 0/6" APPLICANT'
PHONE NUMBER G
o0 VALUATION
C/y (/ FEE 3 FAILURE
TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS 34
A - Building &
tficial I
certify that the above infor- mation
is true and correct and that
I will comply with all applicable
codes and ordinances of
the ity of Sanford, FL. Alp
g ature State
No.
I
10-1/21 I[[5 161I
721t
DOX 5I GN W/5TE NCi L CUT
PUSH-THRU PLEXI ILLUMINATED
LETTERS NQ-rEs:
118" Thick Sterol Gut setters
Aluminum Sign box Rear Access Doom
1 a j 5ign Cantractcr to Pini- Coat Interior- Color
1"x1'k1/8" Aluminum 4velded Frame
2 2 Rowe of ConLinuoue N;0 48 Floure5cent Lamps
3) 11Z''c 'Inite Aci ic -ztVers wIPoI shed Edge laminated
to 3/'6" Thick Black Acr Aic Back Panel w/
108" Perimeter 5tnp of 3M # Colo- tape. Pand
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Of 3M O{Q' Tai7e IVA
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CITY OF SANFORD
FIRE:DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
a" c-a 44DDATE: / PERMIT #:
BUSINESS NAME:
ADDRESS: a6 TO ei •. C- - • C. .
PHONE NUMBFRR:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT
COMMENTS : 2 -sr ZZ r
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.
anfo F' Prevention
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, F o ida.
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CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS 126 TOWNE CENTER CIRCLE
Total Contract Price of Job $3500.00
Describe work INSTALL AUTOMATIC FIRE SPRINKLER SYSTEM
Type of Construction AUTOMATIC FIRE SPRINKLERS
Number of Stories Number of Dwellings _
Occupancy: Residential Commercial X
PERMIT NUMBER
Total Sq. Ft.
Flood Prone (YES) (NO)
Zoning
Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER PARCEL #29-19-*20-5LW-01-00-0000
OWNER SIMON PHONE NUMBER
ADDRESS PO BOX 7033
CITY INDIANAPOLIS STATE lti ZIP 46207
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY STATE
BONDING COMPANY
ADDRESS _
CITY
ARCHITECT
ADDRESS
CITY
MORTGAGE LENDER
ADDRESS
CITY
STATE
STATE
STATE
ZIP
ZIP
ZIP
ZIP
CONTRACTOR WAYNE AUTOMATIC KKK 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.
3 ro Z
D to a
o
Signature of Owner/Agent & Date Signature of Contractor & Date o a
RANDALL D. ALMOND 7-21-95
r N
z
Type or Print Owner/Agent Name Type or Print Contractor's Name v x
7 D
7-21-95 b
Signature of Notary & Date
Official Seal)
Signature of Notar &?3t..
Wil.`iVA o
my COTIln] 9P%
I;
A
5/099
Bonded By Service Ins
No. CC461401
O
0
tr ly Koo" (l oom t Dw tin
Application Approved BY: Date:
FEES: Building .00 Radon Police Fire
Open Space Road Impact A lication
PERMIT VALIDATION: CHECK CASH DATE B
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
Eo ,
MA
Drawing Date: 7/25/95 7/25/95 14:29
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: BEBE
Location: 126 TOWNE CENTER CIRCLE
SANFORD FL
Drawing Date: 7/25/95
Contractor: WEEKES CONST.
P.O. BOX 17977
GREENEVILLE S.C.
Designer: LOUIS P.
Calculated By:SprinkCALC
CSC Systems & Design
Construction: SPRINKLER SYSTEM
Reviewing Authorities:SANFORD
Remote Area Number: 1
Telephone:1-803-233-0061
Occupancy:ORD. HAZ. 2
SYSTEM DESIGN
Code:NFPA 13 Hazard:ORD. HA.Z. 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 ftj Size:1/2" K-Factor: 5.60
Hose Allowance Inside 250 gpm Temperature Rating:165
Hose Allowance Outside 0 gpm
CALCULATION SUMMARY
gpm Required: 914.5 psi Required: 50.6 @
WATER SUPPLY
Water Flow Test I Pump Data
Date of Test 6-7-95 Rated Capacity 0 gpm
Static Pressure 71.0 psi Rated Pressure 0.0 psi
Residual Pres 52.0 psi Elevation 0
At a Flow of 1340 gpm Make:
Elevation 0" Model:
Location:
Source of Information:
SYSTEM VOLUME 88 Gallons
Notes:
Tank or Reservoir
Capacity 0 gpm
Elevation 0
Well
Proof Flow 0 gpm
ts sr: -Drawing Date:7/25/95 7/25/95 14:29
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Required at Hyd Area 1 659 39.6 psi
1 Pipe 4" 10 120' 120 4.260 659 10.9
2 4" Grvd 90 Ell 10' 120 4.000 659 2.5
1 4" Grvd Tee 0' 120 4.000 659 0.0
2 8" Fingd Gate Valve CENTRAL Model 4' 120 8.000 659 0.0
2 8" Fingd Check Valve Model "CENTRAL 0' 0 8.000 659 0.0
1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8.280 659 1.2
1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 659 1.5
Elevation Change -12'0" 5.2
Fixed Flow INSIDE HOSE 250 gpm
Fixed Flow BACKFLOW 5 gpm
Total Loss for 10.9 psi
Required at 914 50.6 psi
Water Source 71.0 psi static, 52.0 psi residual @ 1340 gpm 914 gpm 61.6 psi
SAFETY PRESSURE 11.0 psi
Available Pressure of 61.6 psi Exceeds Required Pressure of 50.6 psi
This is a safety margin of 11.0 psi or 22 % of Supply
Maximum Water Velocity is 21.2 fps
E
tsritsr: . -urawing Date:'//L:,D/9b 7/25/95 14:29
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)"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
urawing Date:'//Lt,/95 7/25/95 14:29
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 20 TO 31 (SUPPLY - DRAWING REF. "W")
HEAD 20 21.4 1" 0 0 8" 8.0 fps 14.1 14.1 14.1 36
0.56 gpm/sq ft 1.049" 1 0 510" 0.148 0.8 0.0 0.6 36
K = 5.60 21.4 120 40 0 518" 0" 0.0 14.1 14.6 24
REF 28 22.5 1" 0 0 5'10" 16.5 fps 16.7 16.7
PATH 2 1.049" 0 0 0" 0.559 3.3 1.8
K = 5.52 44.0 120 40 0 5'10" 0" 0.0 14.9
HEAD 15 24.0 1-1/4" 0 0 8'9" 14.7 fps 20.0 20.0 18.5 36
0.20 gpm/sq ft 1.380" 0 0 0" 0.329 2.9 1.4 0.2 36
K = 5.60 68.0 120 40 0 819" 0" 0.0 18.5 18.4 60
HEAD 10 25.0 1-1/4" 0 0 9'0" 20.1 fps 22.8 22.8 20.2 36
0.28 gpm/sq ft 1.380" 0 0 0" 0.587 5.3 2.7 0.3 36
K = 5.60 92.9 120 40 0 910" 0" 0.0 20.2 19.9 60
HEAD 3 28.0 1-1/2" 0 0 211" 19.2 fps 28.1 28.1 25.7 36
0.38 gpm/sq ft 1.610" 1 0 810" 0.451 4.6 2.4 0.6 36
K = 5.60 121.0 120 40 0 1011" 0" 0.0 25.7 25.0 60
REF 36 3" 0 0 710" 4.7 fps 32.7
3.260" 0 0 0" 0.015 0.1
121.0 120 10 0 710" 0" 0.0
REF 37 98.1 3" 0 0 2111" 8.5 fps 32.8 32.8
PATH 3 3.260" 1 0 1510" 0.044 0.8 0.5
K =17.26 219.0 120 10 0 17'11" 0" 0.0 32.3
REF 38 178.7 3" 0 0 1'6" 15.4 fps 33.6 33.6
PATH 6 3.260" 1 0 1510" 0.131 2.2 0.0
K =30.86 397.8 120 10 0 1616" 0" 0.0 33.6
REF 30 261.7 4" 0 0 26'11" 15.0 fps 37.2 37.2
PATH 4 4.260" 0 0 0" 0.091 2.4 1.5
K =42.90 659.5 120 10 0 26'11" 0" 0.0 35.7
REF 31 659.5 gpm PATH 1 K = 104.73 39.6 psi
nn sn drawing liate: '//2,>/y5 7/25/95 14:29
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 2 FROM HYDRAULIC REFERENCE 23 TO 28
HEAD 23 22.5 1" 1 0 411" 8.4 fps 15.7 15.7 15.7 36
0.64 gpm/sq ft 1.049" 0 0 210" 0.162 1.0 0.0 0.5 36
K = 5.60 22.5 120 40 0 611" 0" 0.0 15.7 16.2 24
REF 28 22.5 gpm PATH 2 K = 5.52 16.7 psi
PATH 3 FROM HYDRAULIC REFERENCE 24 TO 37
HEAD 24 22.5 1" 1 0 910" 8.5 fps 15.7 15.7 15.7 36
0.29 gpm/sq ft 1.049" 0 0 210" 0.162 1.8 0.0 0.5 36
K = 5.60 22.5 120 40 0 11'0" 0" 0.0 15.7 16.2 24
HEAD 18 22.2 1" 0 0 1110" 16.8 fps 17.5 17.5 15.6 36
0.25 gpm/sq ft 1.049" 0 0 0" 0.577 6.3 1.9 0.0 36
K = 5.60 44.7 120 40 0 11'0" 0" 0.0 15.6 15.7 60
HEAD 11 26.2 1-1/4" 0 0 910" 15.4 fps 23.8 23.8 22.3 36
0.29 gpm/sq ft 1.380" 0 0 0" 0.356 3.2 1.6 0.4 36
K = 5.60 70.9 120 40 0 910" 0" 0.0 22.3 21.9 60
HEAD 4 27.2 1-1/4" 0 0 2'1" 21.2 fps 27.1 27.1 24.1 36
0.37 gpm/sq ft 1.380" 1 0 610" 0.649 5.2 3.0 0.5 36
K = 5.60 98.1 120 40 0 811" 0" 0.0 24.1 23.5 60
REF 37 98.1 gpm PATH 3 K = 17.26 32.3 psi
PATH 4 FROM HYDRAULIC REFERENCE 21 TO 30
HEAD 21 22.6 1" 0 0 517" 8.5 fps 15.8 15.8 15.8 36
0.38 gpm/sq ft 1.049" 1 0 510" 0.163 1.7 0.0 0.5 36
K = 5.60 22.6 120 40 0 1017" 0" 0.0 15.8 16.3 24
REF 27 22.7 1" 0 0 5'6" 17.0 fps 17.6 17.6
PATH`5 1.049" 0 0 0" 0.592 3.3 0.0
K = 5.43 45.3 120 40 0 516" 0" 0.0 17.6
CONTINUED 20.8 psi
n rsn urawing liate:'i/2!:)/95 7/25/95 14:29
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 4 FROM HYDRAULIC REFERENCE 21 TO 30 CONTINUED
HEAD 16 24.5 1-1/4" 0 0 ll'0" 15.1 fps 20.8 20.8 19.3 36
0.26 gpm/sq ft 1.380" 0 0 0" 0.346 3.8 1.5 0.2 36
K = 5.60 69.8 120 40 0 11'0" 0" 0.0 19.3 19.1 60
HEAD 8 25.9 1-1/4" 0 0 9'0" 20.7 fps 24.6 24.6 21.8 36
0.28 gpm/sq ft 1.380" 0 0 0" 0.620 5.6 2.8 0.4 36
K = 5.60. 95.7 120 40 0 910" 0" 0.0 21.8 21.4 60
HEAD 1 29.0 1-1/2" 0 0 2'1." 19.8 fps 30.2 30.2 27.6 36
0.38 gpm/sq ft 1.610" 1 0 810" 0.477 4.8 2.6 0.8 36
K = 5.60 124.7 120 40 0 1011." 0" 0.0 27.6 26.8 60
REF 33 54.1 3" 0 0 214:" 6.9 fps 35.3 35.3
PATH 9 3.260" 1 0 1510" 0.030 0.5 0.3
K = 9.10 178.8 120 10 0 1714" 0" 0.0 35.0
REF 34 82.8 3" 0 0 1'6" 10.2 fps 35.9 35.9
PATH 8 3.260" 1 0 15'0" 0.061 1.0 0.0
K =13.84 261.7 120 10 0 1616" 0" 0.0 35.9
REF 29 4" 0 0 2117" 5.9 fps 36.8
4.260" 0 0 0" 0.016 0.4
261.7 120 10 0 2117" 0" 0.0
REF 30 261.7 gpm PATH 4 K = 42.90 37.2 psi
PATH 5 FROM HYDRAULIC REFERENCE 22 TO 27
HEAD 22 22.7 1" 0 0 415" 8.5 fps 16.0 16.0 16.0 36
0.38 gpm/sq ft 1.049" 1 0 510" 0.165 1.6 0.0 0.5 36
K = 5.60 22.7 120 40 0 915" 0" 0.0 16.0 16.5 24
REF 27 22.7 gpm PATH 5 K = 5.43 17.6 psi
n1sn jrawing 1jate:-i/zt,/95 7/25/95 14:29
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
PATH 6 FROM HYDRAULIC REFERENCE 26 TO 38
HEAD 26 23.6 1" 0 0 913" 8.8 fps 17.3 17.3 17.3 36
0.31 gpm/sq ft 1.049" 0 0 0" 0.177 1.6 0.0 0.4 36
K = 5.60 23.6 120 40 0 913" 0" 0.0 17.3 17.8 24
HEAD 19 23.0 1" 0 0 11'0" 17.5 fps 19.0 19.0 17.0 36
0.26 gpm/sq ft 1.049" 0 0 0" 0.623 6.9 2.0 0.1 36
K = 5.60 . 46.6 120 40 0 1110" 0" 0.0 17.0 16.9 60
HEAD 12 27.2 1-1/4" 0 0 9'0" 16.0 fps 25.8 25.8 24.2 36
0.30 gpm/sq ft 1.380" 0 0 0" 0.384 3.5 1.7 0.5 36
K = 5.60 73.8 120 40 0 910" 0" 0.0 24.2 23.6 60
HEAD 5 29.0 1-1/2" 0 0 2'1" 16.4 fps 29.3 29.3 27.5 36
0.39 gpm/sq ft 1.610" 1 0 810" 0.334 3.4 1.8 0.8 36
K = 5.60 102.8 120 40 0 1011" 0" 0.0 27.5 26.8 60
REF 39 75.9 3" 0 0 411" 6.9 fps 33.0 33.0
PATH 7 3.260" 1 0 1510" 0.030 0.6 0.3
K =13.22 178.7 120 10 0 1911" 0" 0.0 32.7
REF 38 178.7 gpm PATH 6 K = 30.86 33.6 psi
PATH 7 FROM HYDRAULIC REFERENCE 25 TO 39
HEAD 25 23.8 1" 1 0 1311" 8.9 fps 17.6 17.6 17.6 36
0.24 gpm/sq ft 1.049" 0 0 210" 0.179 2.7 0.0 0.4 36
K = 5.60 23.8 120 40 0 1511" 0" 0.0 17.6 18.0 24
HEAD 14 23.8 1" 0 0 12'0" 17.8 fps 20.3 20.3 18.2 36
0.24 gpm/sq ft 1.049" 0 0 0" 0.647 7.8 2.1 0.1 36
K = 5.60 47.6 120 40 0 1210" 0" 0.0 18.2 18.1 60
HEAD 7 28.3 1-1/4" 0 0 6'0" 16.4 fps 28.1 28.1 26.3 36
0.29 gpm/sq ft 1.380" 1 0 610" 0.404 4.9 1.8 0.7 36
K = 5.60 75.9 120 40 0 1210" 0" 0.0 26.3 25.6 60
CONTINUED 32.9 psi
nr.on vrawing liate:'i/L::)/95 7/25/95 14:29
REMOTE AREA #1
FLOW
GPM) PIPE
PAGE 5
OF LENGTH PRESSURE BRANCH LINE
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 7 FROM HYDRAULIC REFERENCE 25 TO 39 CONTINUED
REF 40 3" 0 0 812" 2.9 fps 32.9
3.260" 0 0 0" 0.006 0.0
75.9 120 10 0 812" 0" 0.0
REF 39 75.9 gpm PATH 7 K = 13.22 33.0 psi
PATH 8 FROM HYDRAULIC REFERENCE 17 TO 34
HEAD 17 26.6 1" 0 0 1110" 10.0 fps 22.4 22.4 22.4 36
0.30 gpm/sq ft 1.049" 0 0 0" 0.221 2.4 0.0 0.2 36
K = 5.60 26.6 120 40 0 1110" 0" 0.0 22.4 22.6 24
HEAD 9 26.2 1" 0 0 910" 19.8 fps 24.8 24.8 22.2 36
0.29 gpm/sq ft 1.049" 0 0 0" 0.783 7.1 2.6 0.4 36
K = 5.60 52.8 120 40 0 910" 0" 0.0 22.2 21.8 60
HEAD 2 30.1 1-1/4" 0 0 2'1" 17.9 fps 31.9 31.9 29.7 36
0.41 gpm/sq ft 1.380" 1 0 610" 0.475 3.8 2.1 0.9 36
K = 5.60 82.8 120 40 0 811" 0" 0.0 29.7 28.8 60
REF 35 3" 0 0 418" 3.2 fps 35.7
3.260" 1 0 1510" 0.007 0.1
82.8 120 10 0 1918" 0" 0.0
REF 34 82.8 gpm PATH 8 K = 13.84 35.9 psi
PATH 9 FROM HYDRAULIC REFERENCE 13 TO 33
HEAD 13 27.2 1" 0 0 1210" 10.2 fps 23.5 23.5 23.5 36
0.27 gpm/sq ft 1.049" 0 0 0" 0.230 2.8 0.0 0.2 36
K = 5.60 27.2 120 40 0 1210" 0" 0.0 23.5 23.6 24
HEAD 6 26.9 1" 0 0 6'0" 20.3 fps 26.3 26.3 23.5 36
0.26 gpm/sq ft 1.049" 1 0 5'0" 0.821 9.0 2.7 0.5 36
K = 5.60 54.1 120 40 0 1110" 0" 0.0 23.5 23.0 60
CONTINUED 35.3 psi
r$r,15r, urawing Date:'//Z5/95 7/25/95 14:29
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 PIPE
K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS
PATH 9 FROM HYDRAULIC REFERENCE 13 TO 33 CONTINUED
REF 32 3" 0 0 81611 2.1 fps 35.3
3.260" 0 0 0" 0.003 0.0
54.1 120 10 0 816" 0" 0.0
REF 33 54.1 gpm PATH 9 K = 9.10 35.3 psi
140
120
100
60
20
REQUIRED PSI:50.6
TOTAL FLOW(GPM):914
BEBE AREA #1
AT
250 GPM HOSE
Z-000Uv '+uu Ouu t7vU /UU 800 900 1000
FLOW (GPM)
CITY OF SANIFORD. FLORIDA
PERMIT NO - q DATEc3 Sf
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME Zr' e 4 '
ADDRESS OF JOB Z" /ate — ell
PLUMBING CONTR41; Res. _ Comm.
Subject to rules and regulations of Sanford plumbing code.
Residential:
Alteration, Addition, Repair
I Number
I
Amounf
New Residential:
One Water Closet
Additional Water Closet
Commercial:
Fixtures. Floor Drain, Trap
Sewer r
Water Piping
Gas Piping
Factory -built housing
Mobile Home
Application Fee
Minimum Commercial Permit: S25. oo Total IF
Matter Plumber
COMPETENCY CARD NO. 4
CITY OF SANFORD, FLORIDA
PERMIT NO. 7_ DATE _
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME —u —
ADDRESS OF JOB
ELEC. CONTR.e,
1 <—
Residential Non-residential
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration, Addition, Repair
Chanee of Service Residential
Commercial
Mobile Home
Factory Built Housing
New Residential 0-100 Amp_ Service
101-200 Am F Service
201 Amp and above
New Commercial 100 Amp Service r
Application Fee
q
TOTAL IIGAJ
By signing this application I am stating I will be in compliance with the NEC including A: ticle 110. Section 1109and 110 10 p _
Building
Official Master Electrician STATE
COMPETENCY NO.
M
N
4J
U
7
b
0
a
W.
0
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
Cl k t — C—A
PERMITADDRESSADDRESS I / PERMIT NUMBER Total
Contract, Price/of Job Q j. p f Total Sq. Ft. Describe
Work ,/ 0JT Type
of. Construction / t--,I / Number
of Stories Occupancy:
Residential LEGAL
DESCRIPTION TAX
I.D. NUMBER OWNER
ADDRESS
CITY
TITLE
HOLDER ADDRESS
CITY
BONDING
ADDRESS
CITY
ARCHI
ADDRE
CITY
MORTGAGE
ADDRESS
CITY
Ge
no,
H- F/1''o 1od Prone ( YES Number
of Dwellings /V c Zoning _ Commercial
Industrial lease
attach printout from Seminole Count, IF
OTHER THAN OWNER) /Jpolt COMPANY /`%
At LENDER /
1/0 r x STATE
STATE
STATE
NUMBER ,
95 ZIP
ZIP
ZIP
CONTRACTOR
t —'L '" '" ,!a: F !t /= S PHONE NUMBER 3 -,Z U •0061 ADDRESS
Zfox Z t 7 7 ST. LICENSE NUMBER CITY
STATE S't`' - 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. H
ro Z 10
11 rt m
o w ti
Signature
of ner/Agent & Date Sign ure of Contractor & Date 0 a'< N
V Y
Z Type
orPrint O ner/Agent Name Tip or Print Con ac o 's Name o QJ o
m 41
3 C b Signature
of Notary & Date Sign u.L o Official
Seal) =y( ! (Of.f.3 R AeaMOSE * am
T,c.Y STATE OF FLORIDA ( i} • '
z 1 F r,E^,N (# CC132860 ° Y .
JS1 4 1995 0
Application
Approved BY: Date: np
n
Z ?
FEES:
Building S, Radon Police_ Fire- 3 ci a Open
Space Road Impact: ppl'cation - 00 ( H \
ro
w 0
0 PERMIT VALIDATION: CHECK CASH DATE G BY ro
W ro 0' ='
0
ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 0
0 Z
a E- THIS
APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORID, FLORIDA
PERMIT NO.— 1'"L J DATE - 1 O q
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S NAMES hC'
ADDRESS OF JOB SUm\AZAe... 1.a001C, C c—r\-i—E'1—
MECHANICAL CONTR. 'I SeC jvf` S ' C_ ` - , 1r, C
RESIDENTIAL COMMERCIAL
Subject to rules and regulations of Sanford mechanical code.
NATURE OF WORK
FUEL
B.T.U. INPUT OUTPUT
VALUATION
APPLICATION FEE
TOTAL
Master M echanical
COMPETENCY CARD NO. `1
NT
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE : 62 <j S PERMIT #:
BUSINESS NAME: /&.I—
ADDRESS: I p Ci '—
PHONE NUMBER:
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $
COMMENTS: Cyn,s iryc T 294'e71 -S g CT— S:,J,e-
mom Z/ d6&
Fees must be paid to Sanford Building Department, 300 N.
Park Avenue, Sanford, Florida. Phor:e # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any further services can take place.
J
Sanford 'F're Prevention
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 Sanfor 1, Florida.
plic:ants Signature
CITY OF SANFORD
BUILDING DEPARTMENT
SEMINOLE TOWNE CENTER OFFICE
June 15, 1995
Kenneth L. Butts
124 Stagecoach Road
Bell Canyon, CA. 91307
RE: Bebe
126 Seminole Towne Circle
Sanford, Fl.
On June 15, 1995 I performed a plans review of the above project. The following
items were found.
1) 1 Hr. fire rated ceiling required
2) MC cable not allowed in concealed areas
The above plans are approved with the above items.
Your Servant;
Charles D. Grover, C.C.A.
Chief Code Analyst
CITY OF SANFORD
BUILDING DEPARTMENT
SEMINOLE TOWNE CENTER OFFICE
June 15, 1995
Kenneth L. Butts
124 Stagecoach Road
Bell Canyon, CA. 91307
RE: Bebe
126 Seminole Towne Circle
Sanford, Fl.
On June 15, 1995 I performed a plans review of the above project. The following
items were found.
1) 1 Hr. fire rated ceiling required
2) MC cable not allowed in concealed areas
The above plans are approved with the above items.
Your Servant;
Charles D. Grover, C.C.A.
Chief Code Analyst
OFFICi;"1L RECORDS
PAGE
IIB?,
for 0636
E7 IT A
SEMP.-JOLE CO. FL.
Tracts 1, 5, 6, 7, 8, 10, 11, 12-and 13, SEMINOLE TOWNS CENTER REPLAT; according
to the plat thereof as recorded in Plat Book 47, pages 8, 9 and *10, Public Records of Seminole
County, Florida, less and except that portion of Tract 1 described within the following legal
description, to' wit:
Commence at the South quarter corner of said Section 29 for a point of reference; thence run
North - 00 ° 15' 36" West along the West line of the Southeast quarter of said Section 29, a
distance of 2098.60 feet; thence run North 89 ° 44' 24" East, 155.93 feet to a point lying on
the Westerly line of said Tract 2 and the point of beginning; thence run along the common lines
of said Tract 2 and Tract 1 of said plat the following courses: South 880 00' 00" East, 15..26
feet; thence run North 529 00' 00" East, 89.99 feet; thence run South 88° 00' 00" East, 10.74
feet; thence run North 18° 00' 00" West 39.86 feet; thence run North 89° 53' 08" East, 253.79
feet; thence run North 00° 06' 52" West, 37.17 feet; thence run North 89° 53' 08" East, 35.07
feet, to a point lying on the Southerly line of Tract 6 of said plat; thence, departing said
common lines between said Tract 2 and Tract 1, run along the common lines between said
Tract 2 and Tract 6 of the following courses: North 890 53' 08" East, 316.23 feet; to the point
of curvature- of a curve concave Southwesterly; thence run Southeasterly along said curve,
having a radius length of 252.00 feet,. a central angle of 31 ° 40' 45", an arc length of 13933
feet, a chord length of 137.56 feet, and a chord bearing of South 74° 16' 30" East, to a point
on the aforesaid common.lines of Tract 2 and Tract 1; thence departing said common lines of
Tract 2 and Tract 6, run along the said common lines of Tract 2 and Tract 1 of the following
courses: South 27° 00' 00" West, 321.88 feet; thence run South 63° 00' 00" East, 38.51 feet;
thence run North 87° 00' 00" East, 195.42 feet; thence run South 000 .17' 421, East, 461.51
feet; thence run South 87° 00' 00" West, 379.75 feet; thence run South 780 36' 34" West,
85.58 feet; thence, departing said common lines of Tract 2 and Tract 1, continue South
78 ° 36'' 34" West, 0.80 feet; .thence run North 63 ° 00' 00" West, 79.76 feet; thence run North
270 00' 00" East, 55.50 feet to a point on the aforesaid common lines of Tract 2 and Tract 1;
thdnde run along the said common lines of Tract 2 and Tract 1 the following courses: North
630 00' 00" West, 359.54 feet; thence run North 270 00' 00" East, 92.34 feet; thence run North
18 ° 00' 00" West, 386.75 feet to the point of beginning.