HomeMy WebLinkAbout191 Towne Center Cir 96-00023; (a) INTERIOR REMODELl 9 / 7r,Jie C4;ct
ZONE
CONTR.
ADDRE
PHONE # , - 09 k:
LOCATIOr
OWNER
ADDRESS
PHONE #
PLUMBING CONTRACTOR
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR c_
ADDRESS
PHONE #
y ( MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (__)
FINISHED:FLOOR ,
ELEVATION' REOVIREMENTS (_)
ARCHITECTURAL APPROVAL DATE:
SDI
SUBDIVISION:
PERMIT # 7(P— =2-) LOT NO.
JOB< /h OCK:
SECTION: —
COSTS g
SQUARE FEET:
FEE $
P
MODEL:
STATE NO." OCCUPANCY CLASS:
FEE $
FEE $sX
FEE $ w
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT.
Q&-,
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE it a
CITY OF SANFORD, FLORIDA
AAPPLICATION FOR UILDING PERMIT
PERMIT ADDRESS PERMIT NUMBER
5 _ 5. DaGGB+.I
Total Contract Price of Job J t1D= Total Sq. Ft.
Describe Work yy. P-CLM00LkL
Type of Construction
Number of Stories Q
Occupancy: Residential
LEGAL DESCRIPTION
TA /
QI
I. D. NQM3AR
tsE R ((
1 11JJ
ADDRESS tA9021,'($-
CITY lr{V` b F1vit.
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY
BONDING COMPANY
ADDRESS
CITY
ARCHITECT
ADDRESS _
CITY
MORTGAGE LENDER
ADDRESS
CITY
0
p•v , s Fdz-
a1
Flood Prone (YES
Number of Dwellings D Zoning _
Commercial Industrial
STATE
STATE
STATE
STATE
ZIP
ZIP
ZIP
ZIP
LADDRESSONTRACTOR Q 7n co-,.h'21/:e_ ' PHONE NUMBER 6 f -q3' J
J2_ CJ/1L' ST. LICENSE NUMBER e, 6C, 791OR
ITY % STATE // ZIP 32']17 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. P
b
U
O
a
rx
i °
i
G
a
3 0
E
aL ro
ci Z >+
N
r-I ro
w c
o o
O
N Z
a4 I - CCEPTANCE
OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF HE
REQUIREMENTS OF FLORIDA LIEN LAW, FS713. 3
It Z a
mwo
n Signature
of Owne /Agent & Date Sig ure of ntracto.r & Date 50
w
C
2C'r-I
ti
c.;,R,2S LAC, Type
Print Ow -epprgAgejnt Na mee Type or Print Contractor's Name Z
u
LGL H
Signature
f Notary & Date Signature of Notary & Date Official
Seal) ial Seal), 0km
I v P
TONI MAIE ROBERTS MY
COMMISSION y.
Comm Exf . 9/`t6/9J fpafitpp
ltlQ(l I1y S)efVile iIi$ 0 =
1151 EXPIRES March
23,1997t WWMTFiiUMFAININSIRW01INC. No.
C{,308029 F
r A
lication ApprovetBY• Date: PP - FEES:
Building ', Radon I-(. Police Open
Space Road Impact PERMIT
VALIDATION: CHECK CASH DATE fi
Fire
cD Application
BY
ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS
APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE
GREAT SOUTHERN
CONTRACTORS
GENERAL CONTRACTORS
October 4, 1995
City Of Sanford Building
Department
To Whom It May Concern
I Kenneth M. Tumlin the license holder For Great Southern
Contractors hereby authorize Jerry Crothers to sign for my firm
in receipt of a building permit for the following retail space in
the Seminole Towne Center: Pants USA space D-2. My state
contractors certification no is CB CO28108.
Thank you for your assistance with this matter.
Notorized By
Witnessed
Date:
Very Truly Yours
KENNETH M. TUMLIN
President
YY ELAINE M TUMLIN
MY Commiaalon CC409059
Explros SOP. 22. 1998
Bonded by
OF Ide 800-422 1655
492 Rocky Brook Court, Casselberry, FL 32707 • (407)699-9399 • FAX (407)695-7536
OCC
r:
DEVELOPMENT FEE WORKSHEET
r
CITY OF SANFORD
UTILITY - ADMIN.
P. 0. BOX 1788
SANFORD, FL 32772-1788
Project Name: P A J+3 y,s i6r Date:
Owner/Contact Person: SPrz,A,,(f-r y avL Cep-F L-i _ Phone: SIT-T l
Address:
Type of Development:
1) RESIDENTIAL
Type of Units (single family
or multi -family):
Total Number:of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
1", 2", etc.):
REMARKS:
2) NON-RESIDENTIAL
Type of Units (commercial,
industrial, etc.):
Total Number of Buildings:
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4"
1", 2", etc.)
REMARKS:
CONNECTION FEE CALCULATION:
u
W m AM
REVISED 8/12/92 3'/2-3/45
1 ) Water System Impact Fees
Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD)
Residential -
650/Unit - Single family structure, or multi -family unit
containing three (3) bedrooms or more.
487.50/unit - Multi -family unit or Mobile Home unit containing Type of Fixture or Group of Fixtures Fixture Unit Value
less than three (3) bedrooms. (This category is
based on judgement/assumption, estimation that Automatic Clothes washer (2" standpipe) 3suchfamilyunitsonaveragerequire758 - 225 GPD
of the water and sewer service of Bathroom group consisting of a water Closet, lavatoryanaverage
single family unit.) bathtub or shower stall: Tank water Closet 6.1
Flush valve water closet 8
Commercial - Bathtub (with or without overhead shower) 2650/ERU - Fixture unit schedule from Southern Plumbing Code Bidet 3willbeused. One ERU will be charged for
connection and up to twenty (2) fixture units. Combination sink -and -tray w/food waste grinder 4
For projects having more than twenty (20) fixture Combination sink -and -tray w/One 1-1/2" trap 3
units the Impact Fee will be determined by Combination sink -and -tray w/separate 1-1/2" trap 3
increments of 251 based on multiples of five (5) Dental unit or Cuspidor 1
fixture units above the twenty (20) fixture unit Dental Lavatory 1baseforthefirstERU. (Example: twenty-five
25) fixture units will be rated 1.25 Drinking fountain 1/2
as eru;
twenty-six (26) fixture units will be rated as 1.5 Dishwasher, domestic 2
ERU.) Floor drains w/2" waste 3
2) sewer system Impact Fees Kitchen sink, domestic w/one.1-1/2" trap 2
Kitchen sink, w/food waste grinder 3.
Equivalent Residential Connections " 270 Gallons Per Day (GPD) Kitchen sink, w/food waste grinder & dishwasher 1-1/2" trap 5
Kitchen sink., domestic w/dishwasher 1-1/2" trap 4
Residential -
Lavatory w/1-1/4" waste 11700Unit - Single family structure, or multi -family unit w / 1- 1/2" waste 2containingthree (3 ) bedrooms or more.
1275/Unit - Multi -family unit or Mobile Home unit containing Laundry tray (1 or 2 compartments) 2
less than three (3) bedrooms. (This category is Shower Stall, domestic 2
based on judgement/assumption/estimation that such Showers (group) per head 3
family units on average require 758 of water and Sinks: Surgeons 3
sewer service of an average single family unit.) Flushing rim (with valve) 8
Commercial - Industrial - Institutional Service (trap standard) 3
1700/ERU - Fixture unit schedule from Southern Plumbing Code Service (P trap) 2
will be used. One ERU will be charged for Pot, scullery, etc. 4
connection and up to twenty (20) fixture units. Urinal, pedestal, syphon jet blowout 8
For projects having more than twenty (20) fixture Urinal, wall lip 4unitstheImpactFeewillbeincrementsof258
based on multiples of five (5) fixture units above Urinal, Stall, washout 4
the twenty (20) fixture unit base for the first Urinal trough (each 6' Section) 2
ERU. (Example: twenty-five (25) fixture units Wash sink (circular or multiple) each set of faucets 2
will,be rated as 1.25 ERU; twenty-six (26) fixtureunits' "will be Water, closet, private (.dank operation) 4ratedas1.5 ERU.)
Water closet, public (valve operation) 8
3. Water Meter Connection Fees Fixtures not listed above: Trap size 1-1/4" or less 1
WATER METER SIZE FEES
Trap size 1-1/2" 2
Trap size 2" 3
i^ 210. Trap size 1-1/2" 4
1-1/2" 400. Trap size 3" 5
2" 500. Trap size 4" 6
3" 2,900. or they install4"
Reference: Standard Plumbing Code, Table 1304.1 page 13-4 and
4,400. or they install6" Table 1304.2 page 13-5.
7,520. or they install I 0
4. Sewer Connection Fee
Standard 4" Residential Connection - $260.
Non-standard connection - TO BE DETERMINED
NOTE: ANY WATER OR SEWER TAP WORK THAT REQUIRES ANY STREET CUT OR
TUNNELING OF THE PAVEMENT WILL BE AN ADDITIONAL $250 FOR EACH SUCH TAP.
yl
EXISTING TENANT DISTRIBUTION BOARD IN ELECTRICAL ROOM
60A
3P
50A INTEGRATED RATING = 50,000 RMS SYM.
DE 1200 AMP BUS
480Y/277V, 30, 4W.
3#4, 1 #8 GND, i 1 /4" C
IISC. SW.
POWER RISER NOTE
ALL NEW OVERCURRENT
CAMPATIBLE WITH RE.
3#4, 1 #8 GND, 1 1 /4 C
V. ,#
30KAV
208Y/120V
4, 4W
100AMP 3P
Disc. sw. N.F.
3# 1 116 GND, 1 1 /4" C
100 AMP
MAIN BRKR
NOTES:
CONTRACTOR SHALL BE RESPONSIBLE TO
MALL REPRESENTATIVE AND COORDINATE ALL
NEW WORK WITH MALL UTILITIES AND THE
OWNERS' REQUIREMENTS AS NECESSARY
FOR A COMPLETE AND OPERABLE SYSTEM.
POWER RISER DIAGRAM
7
e
CITY OF SANFORD,iFLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT NUMBER I DATE 14-95lac
PERMIT ADDRESS 191 TOWNE CENTER CIRCLE
Total Contract Price of Job: $2300.00 Total Sq. Ft.
Describe work: INSTALL AUTOMATIC FIRE SPRINKLER SYSTEM
Type of Construction: AUTOMATIC FIRE.SPRINKLERS Flood Prone: (YES) (NO)
Change of Use From: Change of Use To:
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
SIMON --- PANTS USA
ANAPOLIS STATE
PHONE NUMBER:
ZIP
CONTRACTOR WAYNE AUTOMATIC FIRE SPRINKLERS, INC. PHONE NUMBER: 407-656-3030
ADDRESS 222 CAPITOL COURT
CITY OCOEE STATE FL zip 34761 LICENSE NO. 027668000181
ARCHITECT
ADDRESS
CITY STATE 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
10-9-95
DATE
APPLICATION APPROVED BY: U
FEES: Building Ra on Police
Open Space Road Impact
SIGNATURE OF OWNER
DATE
DATE: 5-
Fire
Application
Other /
PERMIT VALIDATION: CHECK CASH DATE 17 BY
THIS APPLICATION USED FOR WORK VALUED UNDER $2500.00.
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX.OFFICE) GOLD (COUNTY ADMIN.)
w PAINTS U.S.A. Drawing Date:10/9/95 10/ 9/95 8:28
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: PANTS U.S.A.
Location: 191 TOWNE CENTER CR.
SANFORD FL
Drawing Date: 10/9/95
Contractor: GREAT SOUTHERN CONSTRUCTION
492 ROCKY BROOK COURT
CASSELBERRY FL
Designer: LOUIS P.
Calculated By:SprinkCALC
CSC Systems & Design
Construction: SPRINKLER SYSTEM
Reviewing Authorities:SANFORD
SYSTEM DESIGN
Code:NFPA 13
Remote Area Number: 1
Telephone:699-9399
Occupancy:ORD. HAZ. 2
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 ftj Size:1/2" K-Factor: 5.60
Hose Allowance Inside 0 gpm Temperature Rating:165
Hose Allowance Outside 250 gpm
CALCULATION SUMMARY
gpm Required: 806.6 psi Required: 49.0 @
WATER SUPPLY
Water Flow Test I Pump Data Tank or Reservoir
Date of Test 6-7-95 Rated Capacity 0 gpm Capacity 0 gpm
Static Pressure 71.0 psi Rated Pressure 0.0 psi Elevation 0
Residual Pres 52.0 psi I Elevation 0
At a Flow of 1340 gpm Make: Well
Elevation 0" Model: Proof Flow 0 gpm
Location:
Source of Information:
SYSTEM VOLUME 70 Gallons
Notes:
PANTS U.S.A. Drawing Date:10/9/95
HYDRAULIC CALCULATION DETAILS
10/ 9/95 8:28
HYDRAULIC
QTY DESCRIPTION LENGTH C ID
Required at Hyd Area 1
1 Pipe 4" 10 20' 120 4.260
2 4" Grvd 90 Ell 10' 120 4.000
1 8" Thrd Other Valve BACKFLOW CHART LOSS
1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8.280
1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000
Elevation Change -12'0"
Fixed Flow Outside Hose Allowan
Total Loss for
Required at
Water Source 71.0 psi static, 52.0 psi residual @ 1340 gpm
SAFETY PRESSURE
FLOW LOSS
gpm psi TOTALS
557 42.1 psi
557 1.3
557 1.8
557 7.0
557 0.9
557 1.1
5.2
250 gpm
6.9 psi
807 49.0 psi
807 gpm 63.6 psi
14.6 psi
Available Pressure of 63.6 psi Exceeds Required Pressure of 49.0 psi
This is a safety margin of 14.6 psi or 30 % of Supply
Maximum Water Velocity is 21.6 fps
PANTS U.S.A. Drawing Date:10/9/95 10/ 9/95 8:28
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 not.considered in these Calculations
PANTS U.S.A. Drawing Date:10/9/95 10/ 9/95 8:28
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 1 TO 25 (SUPPLY - DRAWING REF. "W"
HEAD 1 23.8 1" 0 0 412" 8.9 fps 18.4 18.4 3
0.43 gpm/sq ft 1.049" 0 0 0" 0.180 0.7 0.3 3
K = 5.60 23.8 120 40 0 412" 0" 0.0 18.1 24
HEAD 5 24.0 1" 0 0 1210" 17.9 fps 19.1 19.1 3
0.25 gpm/sq ft 1.049" 0 0 0" 0.652 7.8 0.8 3
K = 5.60 47.8 120 40 0 1210" 0" 0.0 18.3 60
HEAD 9 28.4 1-1/4" 0 0 1210" 16.5 fps 27.0 27.0 3
0.30 gpm/sq ft 1.380" 0 0 0" 0.406 4.9 1.2 3
K = 5.60 76.2 120 40 0 1210" 0" 0.0 25.8 60
HEAD 13 30.9 1-1/2" 0 0 10" 17.0 fps 31.8 31.8 3
0.32 gpm/sq ft 1.610" 1 0 810" 0.360 3.2 1.4 3
K = 5.60 107.1 120 40 0 8110" 0" 0.0 30.4 60
REF 21 30.2 3" 0 0 810" 5.3 fps 35.0
PATH 5 3.260" 0 0 0" 0.018 0.1
K = 5.11 137.3 120 10 0 810" 0" 0.0
REF 22 137.6 3" 0 0 1010" 10.7 fps 35.2
PATH 2 AND 6 3.260" 0 0 0" 0.066 0.7
K =23.21 274.9 120 10 0 1010" 0" 0.0
REF 23 139.7 3" 0 0 810" 16.1 fps 35.8
PATH 3 AND 7 3.260" 0 0 0" 0.142 1.1
K =23.35 414.7 120 10 0 810" 0" 0.0
REF 24 142.0 3" 0 0 3" 21.6 fps 37.0
PATH 4 AND 8 3.260" 1 0 15'0" 0.245 3.7
K =23.35 556.6 120 10 0 1513" 0" 0.0
REF 26 4" 0 0 20'8" 12.7 fp$ 40.7
4.260" 0 0 0" 0.066 1.4
556.6 120 10 0 2018" 0" 0.0
REF 25 556.6 gpm PATH 1 K = 85.82 42.1 psi
PANTS U.S.A. Drawing Date:10/9/95 10/ 9/95 8:28
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 2 TO 22
HEAD 2 23.9 1" 0 0 412" 9.0 fps 18.5 18.5 3
0.50 gpm/sq ft 1.049" 0 0 0" 0.181 0.7 0.3 3
K = 5.60 23.9 120 40 0 412" 0" 0.0 18.2 24
HEAD 6 24.0 1" 0 0 12'0" 17.9 fps 19.2 19.2 3
0.20 gpm/sq ft 1.049" 0 0 0" 0.654 7.9 0.8 3
K = 5.60 47.9 120 40 0 1210" 0" 0.0 18.4 60
HEAD 10 28.5 1-1/4" 0 0 12'0" 16.5 fps 27.1 27.1 3
0.24 gpm/sq ft 1.380" 0 0 0" 0.408 4.9 1.2 3
K = 5.60 76.4 120 40 0 1210" 0" 0.0 25.9 60
HEAD 14 31.0 1-1/2" 0 0 10" 17.1 fps 32.0 32.0 3
0.26 gpm/sq ft 1.610" 1 0 810" 0.361 3.2 1.4 3
K = 5.60 107.3 120 40 0 8110" 0" 0.0 30.5 60
REF 22 107.3 gpm PATH 2 K = 18.10 35.2 psi
PATH 3 FROM HYDRAULIC REFERENCE 3 TO 23
HEAD 3 24.5 1" 0 0 61211 9.2 fps 19.4 19.4 3
0.51 gpm/sq ft 1.049" 0 0 0" 0.189 1.2 0.3 3
K = 5.60 24.5 120 40 0 612" 0" 0.0 19.1 24
HEAD 7 24.8 1" 0 0 10'0" 18.5 fps 20.5 20.5 3
0.25 gpm/sq ft 1.049" 0 0 0" 0.690 6.9 0.9 3
K = 5.60 49.3 120 40 0 1010" 0" 0.0 19.6 60
HEAD 11 28.7 1-1/4" 0 0 1210" 16.9 fps 27.4 27.4 3
0.24 gpm/sq ft 1.380" 0 0 0" 0.424 5.1 1.2 3
K = 5.60 77.9 120 40 0 1210" 0" 0.0 26.2 60
HEAD 15 31.2 1-1/2" 0 0 10" 17.4 fps 32.5 32.5 -3
0.2,6 gpm/sq ft 1.610" 1 0 810" 0.373 3.3 1.4 3
K = 5.60 109.2 120 40 0 8110" 0" 0.0 31.1 60
REF 23 109.2 gpm PATH 3 K = 18.24 35.8 psi
PANTS U.S.A. Drawing Date:10/9/95 10/ 9/95 8:28w
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 4 TO 24
HEAD 4 24.9 1" 0 0 612" 9.3 fps 20.0 20.0 -3
0.59 gpm/sq ft 1.049" 0 0 0" 0.195 1.2 0.3 3
K = 5.60 24.9 120 40 0 612" 0" 0.0 19.7 24
HEAD 8 25.2 1" 0 0 10'0" 18.8 fps 21.2 21.2 3
0.32 gpm/sq ft 1.049" 0 0 0" 0.711 7.1 0.9 3
K = 5.60 50.1 120 40 0 1010" 0" 0.0 20.3 60
HEAD 12 29.1 1-1/4" 0 0 1210" 17.2 fps 28.3 28.3 3
0.30 gpm/sq ft 1.380" 0 0 0" 0.437 5.2 1.3 3
K = 5.60 79.2 120 40 0 1210" 0" 0.0 27.1 60
HEAD 16 31.7 1-1/2" 0 0 10" 17.7 fps 33.6 33.6 3
0.33 gpm/sq ft 1.610" 1 0 8'0" 0.384 3.4 1.5 3
K = 5.60 110.9 120 40 0 8'10" 0" 0.0 32.1 60
REF 24 110.9 gpm PATH 4 K = 18.24 37.0 psi
PATH 5 FROM HYDRAULIC REFERENCE 17 TO 21
HEAD 17 30.2 i" 0 0 1112" 11.3 fps 30.5 30.5 3
0.31 gpm/sq ft 1.049" 1 0 510" 0.279 4.5 1.4 3
K = 5.60 30.2 120 40 0 16'2" 0" 0.0 29.1 60
REF 21 30.2 gpm PATH 5 K = 5.11 35.0 psi
PATH 6 FROM HYDRAULIC REFERENCE 18 TO 22
HEAD 18 30.3 1" 0 0 1112" 11.4 fps 30.6 30.6 -3
0.25 gpm/sq ft 1.049" 1 0 510" 0.281 4.5 1.4 3
K = 5.60 30.3 120 40 0 1612" 0" 0.0 29.3 60
REF 22 30.3 gpm PATH 6 K 5.11 35.2 psi
PANTS U.S.A. Drawing Date:10/9/95 10/ 9/95 8:28
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 7 FROM HYDRAULIC REFERENCE 19 TO 23
HEAD 19 30.6 1" 0 0 11'2" 11.5 fps 31.2 31.2 3
0.25 gpm/sq ft 1.049" 1 0 Stoll 0.285 4.6 1.4 3
K = 5.60 30.6 120 40 0 161211 0" 0.0 29.8 60
REF 23 30.6 gpm PATH 7 K = 5.11 35.8 psi
PATH 8 FROM HYDRAULIC REFERENCE 20 TO 24
HEAD 20 31.1 ltt 0 0 11'2" 11.6 fps 32.2 32.2 3
0.32 gpm/sq ft 1.04911 1 0 Stoll 0.294 4.8 1.4 3
K = 5.60 31.1 120 40 0 1612" Ott 0.0 30.8 60
REF 24 31.1 gpm PATH 8 K = 5.11 37.0 psi
140
120
100
C/-)
o
60
ael
REQUIRED PSI:48.9
TOTAL FLOW(GPM):807
PANTS U.S.A. AREA #1
AT
50 GPNI HOSE
GuuJVu 4uu -)uu t5uu /00 800 900 1000
FLOW (GPM)
SL E,Y .SE_M tiOLE "I'OfV.\E CENTFR. : o- 9-9.5 :11 0 1 A M : MELV I \ S 1110- & _aSSOC-
EMMIT A
71G70:1G
I
OrF(Ci,',L RECORDS0, i
PA OE
o
u 6 0636
SEMINOLE CO_ FL_
i
i
i
Tracts 1, 5, 6, 7, 8, 10, 11, 12 and 13, SEMIlVOLE TOWNE tFNi'ER REPLAT, accordingtotheplathereofasrecordedinplatBook47, pages 8, 9 and 10, Public Records of Seminole
County, Florida, less and except that portion of Tract. I described within the following legaldescription, to wit:
Commence at the South quarter corner of said Section 29 for a
North 00° 15' 36" West along the West line of the Southeas
distance of 2098.60 feet; 'thenee rum North 89" 44' 24" Fast,
the Westerly line of said Tract 2 and the point of beginning; thei
of said Tract 2 and Tract l of said plat the following courses:
feet; thence run North 520 00' 00" East, 89.99 feet; thence run
feet; thence run North 180 00' 00" West 39.86 feet; thence _run I
feet; thence run North 00° 06' 52' West, 37.17 feet; thence nun
feet, to a point lying on the Southerly line of Tract 6 of sai
conzrtron lines between sa.:,d Tract 2 and Tact 1, run along th
Tract 2 and Tract 6 of the following courses: North 89' 53' 08"
of curvature of a curve concave Southwesterly; thence .run Si
having a radius length of 252.00 feet, a central angle of 310 40
feet, a chord length of 137.56 feat, and a chord bearing of Sout
on the aforesaid eommon.lines of Tract 2 and Tract 1; thence d
Tract 2 and Tract 6, run along the said common lines of Tract
courses: South 27° 00' 00" West, 321.88 feet; thence run. South
thence run North 87° 00' 00" East, 195.42 feet; thence run So
feet; thence run South 87° 00' 00" West, 379.75 feet; thence
85.58 feet; thence, departing said common lines of Tract 2
78" 36" 34" West, 0. 80 feet; .thence run North 63 ° 00, 00" West
27" 00' 00" Past, 55.50 feet to a point on the aforesaid commol
thence run along the said common lines of Tract 2 and Tact 1
63" 00' 00" West, 359.54 feet; thence run North 27° 00' 00' Pas
18" 00, 00" Blest, 386.75 feet to the point of beginning.
Point of reference; thence run
quarter of said Section 29, a
55.93 feet to a point lying on
run along the common lines
south 88" 00' 00" Fast, 15_.26
WWII 88 ° 00' 00" East, 10.74
brth 890 53' 08" East, 253.79
forth 890 53' 08" East, 35.07
l plat; thence, departing said
common lines between said
East, 316.23 feet; to the point
utheasterly along said curve,
45", an arc length of 139.33
1 74' 16' 30" Fast, to a point
parting said common lines of
and Tract 1 of the following
630 00, 00" East, 38.51 feet;
ith 000 ,17' 42" East, 461.51
un South 78° 36' 34" West,
and Tract 1, continue South
79.76 feet; thence run North
lines of Tract 2 and Tract 1;
he following cour s: North
92.34 feet; thence run North
APPLICATION FOR rUILD;NG PERMIT
CITY OF SANFORD, FLORIDA
DATE
To the Building Official:
PERMIT NO. CQ
The undersigned hereby applies for a permit for the
following described work:
OWNER
ADDRES
NATURE OF WORK N3?i( Bl/Gk% /LLv/s/42
Ch i^, 5Z- P 19-rx e-,o
LE/GALDE CRIPTIIONN
APPLICANT'S NAME ZG- VQ 7L'-2// yCc iG.cJ
APPLICANT'S ADDRESS %S% /¢TLy¢T L 2 , Lf/f/TGr¢.t/O JZ%r:o
APPLICANT'S PHONE NUMBER
VALUATION Or' 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- 1
mation is true and correct and !
E
that I will comply with all
applicable codes and ordinances,
of the City of Sanford, FL.
Bui ding O icial Appl ant's SiqjWature
State No.lppp ss
CITY OF SANFORD
V FIRE --DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: / S PERMIT #:
BUSINESS NAME: 62n %S f/,rA
ADDRESS: 7-,& e 1- ' e,
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $
a ova. t% / t n s• rr,;n // COMMENTS •• ir,
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.
Q-, -77
Sanfo d re Prevention A/icants Signature
J
41
i -, T 1p, 2 in L M2 U o a o / \ o ; T
1 R"X21'=31.5 SQ. R.
Si Oc L=3 i rP' CXc 3 7 , N TS NUMBER
OF SEWS FACE
COLOR onde srlters RETURN
COLOR / `°`°n88"`. TRIMCAP
COLOR RETURN
DEPTH NEON
COLOR 1 =
3 SALESMAN
JAYCO
SIGNS 151 ATLANTIC DR MAITLAND
FL. 32751 339-5252 DATE
APPROVED BY DRAWING#
G"/1 A /.; IZ Tfi c'V Tl'11S Y Q .6rY./
E B.'E plc(
I i /.
v JtBP1 6 LR A/' iL Cr °
I S PEA cr'"77F' R%9JL so.Sr .
l: tl"Dr 771./ I i 1P!'--! b
1
a.G.t.T rASI lv?.i' (SWf'E T6..G
LQ3t i
PcGTE 72o ts yEe /V Nam$; per! zo o172P •vr_.E L.6ccw.uJ vn- r
li(
I
I
V
1.
t
i
UndenvritersUr. L Laboratories Inc.®
G
ttiTED
No ;-cy az :ivt. _ - sY sinf2ss s•4-ed F- .4100
SALESMAN
N Z JAYCO SIGNS 151 ATLANTIC DR
v ,Y.s7,V,,,a MAITLAN D FL. 32751 339-5252
DATE APPROVED BY DRAWING#-
CITY OF SANFORD, FLORIDA
n
PERMIT NO. DATE 105—q -50- THE
UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING
ELECTRICAL WORK: OWNER'
S NAME ;P'4'A17 USf ADDRESS
OF JOB— ELEC.
CONTRiL'"7—/-- Residential Non-residential Subject
to rules and regulations of the city and national electric codes. Number
AMOUNT Alteration
Addition Repair i
Chan
e of Service Residential I Commercial
Mobile
Home Factory
Built Housing New
Residential 0-100 Amp Service 101-
200 Amp Service i 201
Amp and above New
Commercial Q —AA—m—p--S e r v 1 c e Application_
Fee i
TOTAL
I By
signing this application I am stating I will be in compliance with the NEC including Article 110. Section 110 9 and 110 10. Building
Official Master Electrician Ew
0a1173D STATE
COMPETENCY NO._
SANFORD, FLORIDA
PERMIT NO DATE
ITHE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S NAME ?"-r,5
r-lo 1\IeLviA) SiroaJ NJcC,
15-1 / circ /,c-
ADDRESS OF JOB C-4=;A)7'f=—k 9U
IMECHANICAL CONTR. L M-0KHA / LCAL- -.C-0-RPaR8:LA-) —
IRESIDENTIAL.— COMMERCIAL—K
Su6jeci fo rules and regulaflons of Sanford mechanical code.
NATURE OF WORK
Number i AMOUNT
FUEL
MOTOR H.P.
B.T.U.— INPUT---- —.OUTPUT—..—.
VALUATION 10 D21
APPLICATION FEE
TOTAL
Master Mechanical
VJI L-LAOA R - EL -US
COMPETENCY CARD NO 01 CC) 20) 61
DATE 'STARTED •
u + ° ` °
Q__ (7 S
CITY OF SANFORD. FLORIDA, °
Request far'Final -Insn ecti ° _ on for:
o Urfifica e of Occupancy°
ADDRESS:' %
The Building Department has prepared a certificate of 1occupancy for
the above location and is requesting a.final inspection by -yourdepartment.',° °
After your inspection, please come to the Building -Department to,, sign -off on -the Certificate of Occupancy, or submit a certificateofoccupancyaddendumifithasbeendenied_
Your prompt attention will be appreciated. Thank you.
DISTRIBUTION: Engineering Department °
Fire
Public Works
Utilities/Cross-Connection 1/ °
Zoning
0
FROM THE CITY BUILDING OFFICIAL
September 12, 1995
All Concerned Departments
DM: Gary Winn, Building Officiald—
EJECT: Issuance of Certificate of Occupancy for the Build
Out of Interior of Mall and Interior Local Stores
he undersigned have agreed to approve the issuance of the Certificate
f Occupancy for all interior local stores and the Mall area itself.
ineering
ing
tilities
ar
CNdch o, fEe- P97XP 746 -f