HomeMy WebLinkAbout179 Towne Center Cir 95-2661; (a) INTERIOR REMODELZONE DATE
CONTRACTOR
ADDRESS 'T / --/ i "
PHONE # l)/3 7 / 7 c7-
LOCATION ^
OWNER
ADDRESS
PHONE #
LUMBING CONTRACTOR 6 J
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
FS, , &,,tECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS )
FINISHED FLOOR
ELEVATION REQUIREMENTS (_)
ARCHI TECTURAL APPROVAL DATE:
PERMIT # JS - Gk (/ (
JOBJI-)*-4el (zn
COST $ S !j 000.
FEE $
STATE NO
FEE $,`
S
Uv
FEE
FEE $IS-U
SUBDIVISION:x- -
LOT NO.
BLOCK:
SECTION:
SQUARE FEET: / 6c
MODEL:
OCCUPANCY CLASS:
INSPECTIONS ITYPEDATEOKREJECTBY
FEE $ ENERGY SECT. EPI:
a g Per t n l-. d- l6esl c tlec 4s oLi
CERTIFICATE OF OCCUPANCY
ISSUED # DATE: _
FINAL DATE ( l
i CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
Po._ -mg-4-on
T PERMIT ADDRESS 1 7Q Tt, U1P_ Ce,n+6r Lc..SPnr.-ePERMIT NUMBER Total
Contract Price of Job pD Total Sq. Ft. Describe ; >
1nS-G We or I o er11 LS Type
of Construction L',h IP r` }a I•}- Flood Prone (YES) (NO) Number
of Stories Number of Dwellings Zoning Occupancy:
Residential Commercial Industrial LEGAL
DESCRIPTION TAX
I.D. NUMBER OWNER
ADDRESS
CITY
TITLE
HOLDER (IF OTHER THAN OWNER) ADDRESS
CITY
BONDING
COMPANY ADDRESS
CITY
ARCHITECT
ADDRESS _
CITY
MORTGAGE
LENDER ADDRESS
CITY
lease
attach printout from Seminole County) STATE
STATE
STATE
STATE
STATE
PHONE
NUMBER ZIP
ZIP
ZIP
ZIP
ZIP
CONTRACTOR (
a,+or- F'•, rL Prn+e_,-_-t' 6n . :rne-. _ PHONE NUMBER qp--) ,?i-f 1- I q'a ADDRESS
CirCle, ST. LICENSE NUMBER CITY
f.AfyaSTATE FL, ZIP 3:34`$ 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 THE
REQUIREMENTS OF FLORIDA LIEN LAW, FS713. I
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or Print Owner/Agent Name Type or Print -Contractor's Name d x 0) 1
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LI s Bonded By Service Ins rubr.3c No.
CC463396 f
Personally Knowd 10*w L ' Application
Approved BY: 4 Date: FEES:
Building - R n Police ire Open
Space Road Impact A lic ion PERMIT
VALIDATION: CHECK CASH DATE B ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD T(
CO.
ADMIN) 0
ro
ro
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O
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ID
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2500.
00 OR MORE I I I THISAPPLICATIONUSEDFORWORKVALUED
Example: "E2TC" _ one Std. Elbow, two Std. Tee , and one Check Va
Code:Description Code:Description Code:Description Code:Description
A Alarm. Va H 0 V
B Butt'flyVa I` p W
C ; Cheep: Va J Q X
D DryPipeVa K" R `: Y
E Std. Elbow L LongTurnEl S Z
F 45 Ell M' : T -: Std. Tee
G Gate Va N U
Calcs By: Checked: 7-30 Page: 1
Ser:*310033* I-lypercalc Program by Crowley Design Group, 215)-337-7060'
Job No: PATCHINGTON SPACE D8
i5esigln density: 20"
Supplied flow and pressure is based on 39.27 psi available at supply
50.59 psi is actually available
Ref. PRESSURE K FLOW Percent Ref.
Pt. Pt $v Pn Factor Actual Minimum Excess Pt. B
S01 18.37 18.37 5.60 24.0 24.0 0.0% S01
R S02 19.79 19.79 3.60 24.9 24.0 3.7% S02
S03 25.1.0 25.10 5.60 28.1 24.0 17.1% S03
SO4 28.33 28.33 5.60 29.8 24.0 24.2% SO4
S05 25.22 25.22 5.60 28.1 24.0 17.1% S05
S06 27.33 27.33 5.60 29.3 24.0 22.1% S06
S07, 28.05 28.05 5.60 29.7 24.0 23.8% S07
S08 1908 19.08 5.60 24.5 24.0 2.1% S08
S09 20.56 20.56 5.60 25.4 24.0 5.8% S09
S10 26.06 26.06 5.60 28.6 24.0 19.2% S10
S1.1 29.40 29.40 5.60 30.4 24.0 26.7% S11
S12 28.78 28.78 5.60 30.0 24.0 25.0% S12
S13 30.93 30.93 5.60 31.1 24.0 29.6% S13
3
p
f
Calcs By: Checked: 7-30 Page: 2
Ser:*310083* Hypercalc Program by Crowley Design Group,` (215)-337-7060
Job No: PATCHINGTON SPACE D8
s
Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L 0 S.S C A L C U L A T I O N S Velocity
R
ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps
14.00 D08 363.8 39.27 6.91. 0.00 32.36 M02 14.00 4.00 ET 18.00 22.00 0.314 2.635 120 363.8 21.3
f14.00 LO1 28.1 27.104 1.88 0.00 25.22 S05 14.00 7.88 E 2.00 9.88 0.191 1.104 120 28.1 9.4
I 14.00 L01 28.1 27.10 0.23 0.00 27.33 S06 14.00 1.33 T 8.00 9.33 0.024 1.687 120 28.1 4.0
14.00 L02 30.0 30.71 1.94 0.00 28.78 S12 14.06 4.00 T 5.00 9.00 0.215 1.104 120 30.0 10.0 a
14.00 L02 30.0 30.71 0.22 0.00 30.93 S13 14.00 8.00 8.00 0.027 1.687 120 30.0 4.3
s 14.00 M01 193.8 31.18 1.18 0.00 32.36 M02 14.00 12.00 12.00 0.098 2.635 120 193.8 11.4
14.00 M01 106.8 31.18 2.85 0.00 28.33 SO4 14.00 2.00 T 8.00 10.00 0.285 1.687 120 106.8 15.3
14.00 M01 87.1 31.18 3.13 0.00 28.05 S07 14.00 8.00 T 8.00 16.00 0.196 1.687 120 87.1 12.5
14.00 M02 108.8 32.36 2.95 0.00 29.40 Sll 14.00 2.00 T 8.00 10.00 0.295 1.687 120 108.8 15.6
14.00 M02 61.2 32.36 1.43 0.00 30.93 S13 14.00 6.00 T 8.00 14.00 0.102 1.687 120 61.2 8.8
14.00 S01 24.0 18.37 1.42 0.00 19.79 S02 14.00 10.00 10.00 0.142 1.104 120 24.0 8.0
14.00 S02 48.9 19.79 5.31 0.00 25.10 S03 14.00 10.00 10.00 0.531 1.104 120 48.9 16.3
14.00 S03 77.0 25.10 3.23 0.00 28.33 SO4 14.00 10.00 10.00 0.323 1.452 120 77.0 14.9
14.00 S06 57.4 27.33 0.72 0.00 28.05 507 14.00 8.00 8.00 0.090 1.687 120 57.4 8.2
14.00 S08 24.5 19.08 1.47 0.00 20.56 509 14.00 10.00 10.00 0.147 1.104 120 24.5 8.2
14.00 309 49.9 20.56 5.50 0.00 26.06 S10 14.00 10.00 10.00 0.550 1.104 l20 49.9 16.7
14.00 510 78.4 26.06 3.35 0.00 29.40 Sll 14.00 10.00 10.00 0.335 1.452 120 78.4 15.2
z
Calcs By: Checked: 7-30 Page: 3
Ser:*310083* Hypercalc Program by Crowley Design Group, (215)-337-7060
Job No: 7-30 System: Drawing:
P a t h N o= 1 Re m o t e t o S u p p l y
Principal path
Feeds Path:2 at Pt:MOI, Path:3 at Pt:M02, Path:4 at Pt:M02
Ref Elev. Pressure (psi) aK Flow gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi ft.) Press Pt.
C=120)
S01 14.00 18.37 18.37 5.60 24.0 24.0 8.02 1.104 10.00 10.00 0.142 1.42 19.79 S02
S02 14.00 19.79 19.79 5.60 24.9 48.9 16.35 1.104 10.00 10.00 0.531 5.31 25.10 S03
S03 14.00 25.10 25.10 5.60 28.1 77.0 14.87 1.452 10.00 10.00 0.323 3.23 28.33 SO4
SO4 14.00 28.33 28.33 5.60 29.8 106.8 15.28 1.687 2.00 T 8.00 10.00 0.285 2.85 31.18 MO1
M01 14.00 31.18 31.18 87.1 193.8 11.37 2.635 12.00 12.00 0.098 1.18, 32.36 M02
M02 14.00 32.36 32.36 170.0 363.8 21.35 2.635 4.00 ET 18.00 22.00 0.314 6.91 39.27 DOS
D08 14.uu 39.27
Path K-Factor = 58.06
P a t h N o 2
Fed by path No.1
Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
C=120)
S05 14.00 25.22 25.22 5.60 28.1 28.1 9.40 1.104 7.88 E 2.00 9.88 0.191 1.88 27.10 LO1
L01 14.00 27.10 27.10 28.1 4.03 1.687 1.33 T 8.00 9.33 0.024 0.23 27.33 S06
S06 14.00 27.33 27.33 5.60 29.3 57.4 8.22 1.687 8.00 8.00 0.090 0.72 28.05` S07
S07 14.00 28.05 28.05 5.60 29.7 87.1 12.46 1.687 8.00 T 8.00 16.00 0.196 3.13 31.18 M01
MO1 14.00 31.18 ------
Path K-Factor`= 15.59
Patl-z No _ 3
Fed by path No.]
Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
C=120)
S08 14.00 19.08 19.08 5.60 24.5 24.5 8.18 1.104 10.00 10.00 0.147 1.47 20.56 S09
S09 14.00 20.56 20.56 5.60 25.4 49.9 16.66 1.104 10.00 10.00 0.550 5.50 26.06 S10
S10 14.00 26.06 26.06 5.60 28.6 78.4 15.16 1.452 10.00 10.00 0.335 3.35 29.40 Sll
Sll 14.00 29.40 29.40 5.60 30.4 108.8 15.58 1.687 2.00 T 8.00 10.00 0.295 2.95 32.36 M02
M02 14.00 32.36 ------
Path K-Factor - 19.13
Calcs By: Checked By: Page: P-01
Ser:*310083* Hypercalc Program by Crowley Design Group, (215)-337-7060
Job No: 7-30 System: Drawing:
Patl-i No = 4_
Fed by path No.1
Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
Pt. ft. Pt Pv Pn F41ptor Added Total fps in Length Summary Length Length per.ft Total Psi (ft.) Press -Pt.
C=120)
S12 14.00 28.78 28.78 5.60 30.0 30.0 10.04 1.104 4.00 T 5.00 9.00 0.215 1.94 30.71 L02
L02 14.00 30.71 30.71 30.0 4.30 1.687 8.00 8.00 0.027 0.22 30.93 S13
S13 14.00 30.93 30.93 5.60 31.1 61.2 8.76 1.687 6.00 T 8.00 14.00 0.102 1.43 32.36 M02
M02 14.00 32.36 ------
Path K-Factor = 10.76
I
I
S
Calcs By Checked By: Page: P-02
Ser:*310083* Hypercalc Program by Crowley Design Group, (215)-337-.7060
CITY OF SANFORD
FLRE-DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: /Z2 5'` PERMIT # CQ
BUSINESS NAME:
ADDRESS: / i 9 /ze
PHONE NUMBER:
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT
COMMENTS:
Fees must be paid to Sanford Building Department, 300 N.
Park Avenue, Sanford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any further services can take place.
Sanford Fire 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, Florida.
IV 0J
Applicants Signature
IT OF SANFORD, FLORIDA
PERMIT NO DATE —
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME , " 114 4 e'" /D
ADDRESS OF JOB 1-7q A,_ IZ — ClSo•
Z ly PLUMBING
CONTR. Res. Comm. Subject
to rules and regulations of Sanford plumbing code. Residential:
Number Amount Alteration,
Addition, Repair ! I I
New
Residential: One
Water Closet _ Additional
Water Closet Commercial:
Fixtures.
Floor Drain, Trap Sewerr
Water
Piping Gas
Piping Factory -
built housing I Mobile
Home, I I
Application
Fee Minimum
Commercial'Per ' . $; 5:0o Total s '
CSC/ I
I
Madw
Plumber ' COMPETENCY
CARD NOL' I
MARK W. STEPHENSON ARCHITECT
TO TENANT
DISTRIBUTION BOARD
1 9
W/,:
ELECTRICAL RISER DIAGRAM
PATCHINGTON
SCALE: NTS
SPACE D-8
SEMINOLE TONNE CENTER
SANFORD. FLORIDA
KRAUS GROUP, INC
CONSTRUCTION SERVICES
CGC CFO i9510
613-896-7779) DATE: 8/22/95
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MARK-W. STEPHENSON ARCHITECT~`
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E D.ISTRIBUTION BOARD
1 1/4" C. W/3#6 & #6 GRO:
13
PANEL LP -A
120/208VV - 6
30 4W
30, CIRCUIT:
N 1
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60 OV 3
NON —FUSE o
N-1
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MCB
SAFETY SWITCH
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15 KVA 30
DRY
TRANSFORMCR y
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ELECTRICAL'RISER,DIAGRAM
PATCH I NGTON SCALE: " NTS
SPACE' 0-0
SEMINOLE TOWNE CENTER
SANFORO,- ` FLORIOA
KRAUG GROUP, I NC
i CONSTRUCTION SERVICES-j`
M-896=7779)
GATE: 8/22/95
CURVE, HAVING r
r
JIUS LENGTH OF 86.34 FEET,: A CENTr. }I JGLE OF
87046'40', AN ARC LENGTH OF 132.27 FEET, A CHCRD LENGTH OF 119.71
FEET, AND A CHORD BEARING OF SOUTH 43053'20- WEST TO THE POINT OF
TANGENCY; THENCE RUN SOUTH 00.000'00' EAST, 76.74' FEET TO A POINT
LYING ON THE NORTHERLY LINE OF TRACT 2 OF SAQ PROPOSED PLAT;
THENCE, DEPARTING SAID COMMCN LINES OF TRACTS 1 AND 6,. CONTINUE
SOUTH 00000'00' EAST, 68.06 FEET; THENCE RUN SOUTH 89053'08 WEST,
315.18 FEET; THENCE RUN SOUTH 18000'00' EAST, 78.30 FEET; THENCE RUN
SOUTH 52000'00' WEST, 29.26 FEET; THENCE RUN NORTH 88°00'00' WEST,
29.27 FEET; THENCE RUN SOUTH 18000'00' EAST, 387.70 FEET; THENCE RUN
SOUTH 27000'00' WEST, 91.68 FEET; THENCE RUN SOUTH 63000'00' EAST,
360.78 FEET; THENCE RUN SOUTH 27°00'00' WEST, 55.00 FEET; THENCE RUN
SOUTH 63000'00' EAST, 78.48 FEET; THENCE RUN NCRTH 78008'50' EAST,
81.14 FEET; THENCE RUN NORTH 87000'00' EAST, 383.10 FEET; THENCE RUN
NORTH 00017'42' WEST, 293.78 FEET; THENCE FUN NCRTH 89042'18' EAST,
38.00 FEET; THENCE RUN NORTH 00017'42' WEST, 62.75 FEET TO A POINT
OF CUSP OF A CURVE CONCAVE NORTHEASTERLY, SAID POINT LYING ON THE
SOUTHERLY LINE OF THE AFORESAID TRACT 6 OF SAID PROPOSED PLAT;
THENCE, DEPARTING SAID COMMON LINES OF TRACT 1 AND TRACT 2, RUN
ALONG THE COMMON LINES OF SAID TRACT 1 AND TRACT 6 THE FOLLOWING
COURSES: THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, HAVING A
RADIUS LENGTH OF 23.00 FEET, A CENTRAL ANGLE OF 90000`00-, AN ARC
LENGTH OF 36.13 FEET, A CHORD LENGTH OF 32.53 FEET, AND A CHORD
BEARING OF SOUTH 45017'42' EAST TO THE POINT OF TANGENCY; THENCE
RUN NORTH 89042'18' EAST, 108.06 FEET TO A POINT OF CURVATURE OF A
CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG
SAID CURVE, HAVING A RADIUS LENGTH OF 40.00 FEET, A CENTRAL ANGLE
OF 77009'42', AN ARC LENGTH OF 53.87 FEET, A CHORD LENGTH OF 49.89
FEET, AND A CHORD BEARING OF NORTH 51 007'28' EAST TO A POINT LYING
ON THE AFORESAID WESTERLY RIGHT-OF-WAY LINE OF TOWNE CENTER
BOULEVARD; THENCE, DEP; RTING SAID COMMON LINES OF TRACT 1 AND
TRACT 6, RUN SOUTH 00017'42' EAST, ALONG SAIID `VESTERLY RIGHT-OF-
WAY LINE, 117,07 FEET TO A POINT LYING ON A NON -TANGENT CURVE
CONCAVE SOUTHERLY AND THE NCRTHERLY"LINE OF TRACT 7 OF SAID
PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES OF SAID TRACT
1 AND TRACT 7 THE FOLLOWING COURSES: THENCE RUN WESTERLY ALONG
SAID CURVE, HAVING A RADIUS LENGTH OF 30.00 FEET, A CENTRAL ANGLE
OF 17057'32', AN ARC LENGTH OF 9.40 FEET, A CHORD LENGTH OF 9.36
FEET, AND A CHORD BEARING OF NORTH 81 018'56' WEST TO THE POINT OF
TANGENCY; THENCE RUN SOUTH 89042" 8' WEST, 130.81 FEET TO THE POINT
OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY; THENCE RUN
SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 3,0.00
FEET, A CENTRAL ANGLE OF 90000'00% AN ARC LENGTH OF 47.12 FEET, A
CHORD LENGTH OF 42.43 FEET, AND A CHORD BEARING OF SOUTH 44042'18'
WEST TO THE POINT OF TANGENCY; THENCE RUN SOUTH 00017'42' EAST,
737.86 FEET TO A POINT LYING ON A NON -TANGENT CURVE CONCAVE
NORTHWESTERLY AND THE AFORESAID WESTERLY RIGHT-OF-WAY LINE :OF
TOWNE CENTER BOULEVARD; THENCE, DEPARTING SAID COMMON LINES OF
TRACT 1 AND TRACT 7, RUN ALONG SAID WESTERLY RIGHT-OF-WAY LINE THE
FOLLOWING COURSES: THENCE RUN SOUTHWESTERLY ALONG SAID CURVE,
HAVING A RADIUS LENGTH OF 650.00 FEET, A CENTRAL ANGLE OF 12057',56',
AN ARC LENGTH OF 147.09 FEET, A CHORD LENGTH OF 14.6.78 FEET, AND A
CHORD BEARING OF SOUTH 47023'07' WEST TO A POINT OF TANGENCY;
THENCE RUN SOUTH 53052'05' WEST, 529.91 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY; THENCE RUN
SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 1400.00
FEET, A CENTRAL ANGLE OF 19021'48', AN ARC LENGTH OF 473.13 FEET, A
CHORD LENGTH OF 470.89 FEET, AND A CHORD BEARING OF SOUTH
44011'11" WEST TO A POINT OF COMPOUND CURVATURE OF A CURVE
CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG SAID
CURVE, HAVING A RADIUS LENGTH OF 2050.00 FEET, A CENTRAL ANGLE OF
12047'08', AN ARC LENGTH OF 457.46 FEET, A CHORD LENGTH OF 456.51
FEET, AND A CHORD BEARING OF SOUTH 28006'43' WEST TO THE POINT 0
TANGENCY; THENCE RUN SOUTH 32020'04' WEST, 24.65 FEET TO THE POINT
OF BEGINNING. .
THE ABOVE DESCRIBED PARCEL OF LAND LIES IN THE CITY OF SANFORD, SEMINOLE COUNTY,
FLORIDA AND CONTAINS 49.803 ACRES, MORE OR LESS.
EXHIBIT "C" Pviee 3 rn1
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS h_ - - 6,/,dtQ_ PERMIT NUMBER
i
Total Contract Price of Job $55, 000 .00 Total Sq. Ft. 1,600 SFf
Describe Work Interior Tenant Build Out
Type of. Construction Flood Prone (YES) (NO)
Number of Stories One (1) Number of Dwellings Zoning
Occupancy: Residential Commercial yeS Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER Patchincfton PHONE NUMBER (813) 544-6800
ADDRESS 10601 Belcher Road South
CITY Largo STATE FL ZIP 34647-1415
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY
BONDING COMPANY
ADDRESS
CITY
ARCHITECT
STATE ZIP
STATE ZIP
ADDRESS
CITY STATE
MORTGAGE LENDER
ADDRESS
CITY STATE
ZIP
ZIP
CONTRACTOR Kraus Group, Inc. PHONE NUMBER (813) 896-7779
ADDRESS P - 0 Box A7772 ST. LICENSE NUMBER rr, CO19510
CITY STATE L ZIP 31743-7770
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 REQUIREM NTS OF FLORIDA LIEN LAW, FS713.
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A 7AOLDINE REARDON WIT IlsilAN = MY COMMISSION N CC 20189i
My CUMMISSION N CC 201891 9tP EXPIRES: May 17, 1996
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Bonded Thru Notary PubliC Underwn' nEXPIRES•rMay'17, 19% 0
Bonded Thru Notary PuNic Underv+titers
E aG APAi` BI' Date:.
a o FEES: Building .), Radon Police Fire _ a.
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O O PERMIT VALIDATION: CHECK CASH DATE C.j BY t7
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Signature of Owne /Agent & Date Signature of Contr c r a e M aKrausGroup, Inc.,
Edward W. Mueskes Robert 'K . Kraus, S .,Pre i 't
Type or Print Owner/Agent Name Type or Print Contractor's Name, t7
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Signature of. Notary & Date Signature of Notary & Date
d
Official Seal) Official Seal)
ARNOLDINE REARDON WITiMAN
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE
LEGAL DESCRIPTION
A PARCEL OF LAND BEING TRACT 1 OF THE PROPOSED PLAT "SEMINOLE TOWNE CENTER'
LYING IN SECTIONS 29 AND 32, TO`';;SHIP 19 SOUTH, RANGE 30 EAST, DESCRIBED AS
FOLLOWS:
COMMENCE AT THE NORTH QUARTER CORNER OF SAID SECTION 32 FOR A
POINT REFERENCE; THENCE RUN SOUTH 00019'43' EAST, ALONG TF;E EAST
LINE OF THE NORTHWEST QUARTER OF SAID SECTION 32, A DISTANCE OF
249.43 FEET TO A POINT LYING ON THE NORTH LINE OF TRACT 8 OF SAID
PROPOSED PLAT AND THE POINT OF BEGINNING; THENCE RUN ALONG THE
COMMON LINES OF SAID TRACT 1 AND TRACT 8 THE FOLLOWING COURSES:
THENCE RUN NORTH 55005'15- WEST, 22.40 FEET TO A POINT LYING ON A
NON -TANGENT CURVE CONCAVE NCRTHWESTERLY; THENCE RUN
SOUTHWESTERLY ALONG SAID NON -TANGENT CURVE, HAVING A RADIUS
LENGTH OF 302.00 FEET, A CENTRAL ANGLE OF 50°39'32-, AN ARC LENGTH
OF 267.02 FEET, A CHORD LENGTH OF 2.5,8.40 FEET, AND A CHORD BEARING
OF SOUTH 64°20'31' WEST TO THE FOINT OF TANGENCY; THENCE RUN
SOUTH 89'40' 18- YNEST, 205.98 FEET TO A POINT OF CURVATURE OF ,A
CURVE CONCAVE NORTHERLY; THENCE RUN WESTERLY ALONG SAID CURVE;
HAVING A RADIUS LENGTH OF 302.00 FEET, A CENTRAL ANGLE OF 14°04'56',
AN ARC LENGTH OF 74.23 FEET, A CHORD LENGTH OF 74.04 FEET, AND A
CHORD BEARING OF NORTH 83°17'14' WEST TO A POINT OF REVERSE
CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY; THENCE RUN
SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 30.00
FEET, A CENTRAL ANGLE OF 78021*26", AN ARC LENGTH OF 41.03 FEET, A
CHORD LENGTH OF 37.90 FEET, AND A CHORD BEARING OF SOUTH 64°34'30-
WEST TO A POINT OF TANGENCY; THENCE RUN SOUTH 25°23'47' WEST,
92.05 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE
NORTHEASTERLY; THENCE RUN SOUTHEASTERLY ALONG SAID CURVE, HAVING
A RADIUS LENGTH OF 6 .75 FEET, A CENTRAL ANGLE OF 115°36'12', AN ARC
LENGTH OF 140.73 FEET, A CHORD LENGTH OF 118.05 FEET, AND A CHORD,
BEARING OF SOUTH 32°24' 19' EAST TO, THE POINT OF TANGENCY; THENCE
RUN NORTH 89047'35' EAST, 443.59 FEET TO THE POINT OF CURVATURE OF
A CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG
SAID CURVE, HAVING A RADIUS LENGTH OF 45.00 FEET, A CENTRAL ANGLE
OF 42°55'24', AN ARC LENGTH OF 33.71 FEET, A CHORD LENGTH OF 32.93
FEET, AND A CHORD BEARING OF NORTH 68019'54' EAST TO A POINT LYING
ON A NON -TANGENT CURVE CONCAVE SOUTHEASTERLY AND THE WESTERLY
RIGHT-OF-WAY LINE OF TOWNE CENTER BOULEVARD, AS RECORDED IN THE
OFFICIAL RECORDS BOOK 2612, PAGE 1923 OF THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA; THENCE, DEPARTING SAID COMMON LINES OF
TRACT 1 AND TRACT 8, RUN SOUTHWESTERLY ALONG SAID WESTERLY RIGHT-
OF-WAY LINE AND SAID NON -TANGENT CURVE, HAVING A RADIUS LENGTH OF
1062.00 FEET, A CENTRAL ANGLE OF 02039'05', AN ARC LENGTH OF 49.15
FEET, A CHORD LENGTH OF 49.14 FEET, AND A CHORD BEARING OF SOUTH
03120'16' WEST; THENCE, DEPARTING SAID WESTERLY RIGHT-OF-WAY LINE,
RUN SOUTH 89047'35' WEST, 567.47 FEET TO A POINT LYING ON A NON -
TANGENT CURVE CONCAVE EASTERLY AND THE EASTERLY LINE OF TRACT 9
OF SAID PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES OF SAID
TP.ACT'l AND TRACT 9 THE FOLLOWING COURSES: THENCE RUN NORTHERLY
ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 143:75 FEET, A CENTRAL
ANGLE OF 73°33'27', AN ARC LENGTH OF 184.55 FEET, A CHORD LENGTH OF
172.13 FEET, AND A CHORD BEARING OF NORTH 11 022'56' WEST TO THE
POINT OF TANGENCY; THENCE RUN NORTH 25'23'47' EAST, 92.02 FEET TO
THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY; THENCE RUN
NORTHERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF 30.00 FEET,
A CENTRAL ANGLE OF 79008'46', AN ARC LENGTH OF 41.44 FEET, A CHORD
LENGTH OF 38.22 FEET, AND A CHORD BEARING OF NORTH 14010'36' WEST TO
THE POINT OF TANGENCY; THENCE RUN NORTH 53'44'59' WEST; 274.48 FEET
TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY; THENCE
RUN NORTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH
OF 302.00 FEET, A CENTRAL ANGLE OF 57°13'52-, AN ARC LENGTH OF
301.66 FEET, A CHORD LENGTH OF 289.27 FEET, AND A CHORD BEARING OF
NORTH 25°O8'03' WEST; THENCE RUN NORTH 48143'06' WEST, NON TANGENT
TO SAID CURVE, 49.08 FEET TO A POINT LYING ON THE EASTERLY LIMITED
ACCESS RIGHT-OF-WAY LINE OF STATE ROAD 400 (INTERSTATE NO. 4).,
AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION
NO. 7716.401 AND 7711-401; THENCE, DEPARTING SAID COMMON LINES
OF SAID TRACT 1 AND TRACT 9, RUN NORTH 23052'59' EAST -ALONG SAID
EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE, 684.88 FEET' TO A POINT
LYING ON THE SOUTHERLY UNE OF TRACT 4 OF SAID PROPOSED PLAT; THENCE
RUN ALONG THE COMMON LINES OF SAID TRACT 1 AND SAID TRACT 4
THE FOLLOWING COURSES: THENCE RUN SOUTH 66°07'24' EAST, 136.57 FEET;
THENCE RUN SOUTH 02'00'00' WEST, 29.26 FEET; THENCE RUN SOUTH 72°
00'00- WEST, 19.16 FEET; THENCE RUN SOUTH 38100'00' EAST, 53.53 FEET;
THENCE RUN SOUTH 72°00'00' WEST, 57.47 FEET; THENCE RUN SOUTH 02000'
00- WEST, 65.21 FEET; THENCE RUN SOUTH 38000'00' EAST, 65.98 FEET;
THENCE RUN SOUTH 02oOO'00' WEST, 22.58 FEET; THENCE RUN NORTH 72'
00'00- EAST, 373.97 FEET; THENCE RUN NORTH 27°00'00' EAST, 191.99 FEET;
THENCE RUN SOUTH 63°00'00' EAST, 118.95 FEET; THENCE RUN NORTH 27°
00'00' EAST, 236.08 FEET; THENCE RUN NORTH 63°00'00' WEST, 90.96 FEET;
THENCE RUN NORTH 27000'00' EAST, 12.00 FEET; THENCE RUN NORTH 00°
4l'06' EAST, 194.63 FEET TO A POINT LYING ON THE EASTERLY LINE OF TRACT
3 OF SAID PROPOSED PLAT; THENCE, DEPARTING SAID COMMON LINES OF
TRACT 1 AND TRACT 4, RUN ALONG THE COMMON LINES OF SAID TRACT 1
AND TRACT 3 THE FOLLCV,';NG COURSES: THENCE RUN NORTH 53050'30- I! EAST,
191.09 FEET; THENCE RUN NCRTH 27°00'00' EAST, 11.96 FEET;
FR01q . THE CITY BUILDING QF TCIAL
r
September 12, 1995
TO: All Concerned Departments
FROM:.. Gary Winn, Building Official,
SUBJECT: Issuance of Certificate of Occupancy for the Build
Out of Interior of Mall and 1::Aterior 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.
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Engineering A =7_p
Zoning Ytnc- QS eu
Public Work
Utilities L/ch o. f E P y7tK
GW/ar
BP101IO2 CITY OF SANFORD
Land Master, Selection BY Street Address
Type options, press Enter-.
1=Select 5=View detail
0 t t
9/12/95
14:24:21
p S _r,eet address Owner,
136 TOWNE CENTER CR:997s A/5/95— 7r a 98 GAP STORE
137 TOWNE CENTER CR
140 TOWNE CENTER CR GAP KIDS
141 TOWNE CENTER CR3812.5c3 "710/45-A2UFig MAYOR JEWELER'S
150 TOWNE CENTER CRYVS7,so ;2g99 NINE WEST
151 TOWNE CENTER CR
V
152 TOWNE CENTER CR9912,57e) TALBOTS
155 TOWNE CENTER CRO/95o g/it/q5 _,& 2ssq BARNIE' S COFFEE &. TE
156 TOWNE CENTER CRX//37,S'0 BODY SHOP
157 TOWNE CENTER CR$3/z,so 7/1,,Igsso 2zlgo GODIVA
159 TOWNE CENTER CRs g7S L/i1-/9s.rt 2349 VICTORIA SECRETS
160 TOWNE CENTER CR Bi2,so ./7a/q5 24(.2 LERNERS DEPT STORE
161 TOWNE CENTER CRuoroiE ouE PIERCING PAGODA
164 TOWNE CENTER CR SEMINOE" TOWNE CENTE
165 TOWNE CENTER CRb(g7s 5/iG/95# 2553 AMERICAN, EAGLE OUTFI '+
F3=Exit F12=Cancel
07-04 SA MW KS IM II S1 A0 KB
BP101IO2 CITY OF SANFORD 9/12/95
Land Master, Selection By Street Address 14:25:06
Type options. press Enter,.
1=Select 5=View detail
Opt Street address Owner
166 TOWNE CENTER CR.`18750 2/3/95.t* 2544J RIGGINS
167 TOWNE CENTER CR0"197.So 4/36/95st 248o BOMBAY CO
168 TOWNE CENTER CRtq'75- 6/27/Sst- 24/&7, LADY FOOT LOCKER
169 TOWNE CENTER CR NO Jc Cue SUNGLASS HUT (KIOS.K)
170 TOWNE CENTER CR$(,5o s/lOhs3r 256Z GARDEN BOTANIKIA
171 TOWNE CENTER CRXVS7,So 7/3j/95tt25a7 CARLTON CARDS
173 TOWNE CENTER CRX(as-o 7131/gs-,r252/v GYMBOREE STORE
175 TOWNE CENTER CR V3z.s -7/-7/g5:6r 2487 A SHOP CALLED MANGO
176 TOWNS CENTER C.R SEMINOLE TOWNE CENTE
177 TOWNE CENTER CRiVYb 1aj45#ZSS2. PETITE -SOPHISTICATES
1179 TOWNE CENTER CRS32.S 18;/zq/95tt 266S- PATC'HINGTON .
180 TOWNE CENTER CR 9ZLM4 9b—;Q! 0 9 .,=.oE
181 TOWNE CENTER CR
182 TOWNE CENTER CRS('/87,so 7/zy/yssr25/2 G N C
183 TOWNE CENTER CR NoNC Due LETS TALK CELLULAR +
F3=Exit F12=Cancel
07-04 SA MW KS IM II S1 AO KB
Job #.:405001 CITY OF SANFORD, FLORIDA
PERMIT NO. C DATE September 12, 1995
Bid g Permit No. 95-2754
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME Patchington @ Seminole Towne, Center
ADDRESS OF JOB
179 Towne.Center Blvd:; Space D-8
ELEC. CONTR.Tri-City Electric Residential —Non-residential
Subject to rules and regulations: of the city and national electric codes.,
Number AMOUNT'
1 era io Addition Repair -
Chanize'of_Service Residential
Commercial
Mobile Home
Factory Built Hous,in
New'Resi-dential 0-100 Amp.Service
10I 200 Amp rService _
201 Amp and above"
New Commercial Amp ervice 1 1 00
Si gn
TOTAL
Building Official star Iec ricia
H.L .,Eide. .president
STATE COMPETENCY NO.EC 0000223
APPLICATION FOR BUILDING PERMIT
CITY OF SANFORD, FLORIDA
DATE 'J JV -'I PERMIT NO 9J ac " 0
To the Building Official:
The undersigned hereby applies for a permit for the
following described work:
OWNER O—V-N
ADDRESS
NATURE OF WORK-} I
q6 0 Jpf t,4 bll;
LEGAL DESCRIPTION
APPLICANT'S NAME
APPLICANT'S ADDRESS " \C.(\ oA
APPLICANT'S PHONE NUMBER
VALUATION dQ FEE
FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS
I certify that the above infor-
mation is true and correct and
that I will comply with all
applicable codes and ordinances
of the City of Sanford, FL.
Building ficial Applicant's Signature
State No. £Sd o 0 0 0 0_3
10831 Canal Street, Largo, FL 34647
Phone: Largo (813) 541-5573
Tampa (813) 229-8881
Facsimile: (813) 544-7745
CONTRACTORS AUTHORIZATION FORM
FROM: Will Griffin (Qualifier)
INTERNATIONAL SIGN & DESIGN CORPORATION
10831 Canal Street
Largo, Florida 34647
I hereby authorize Ann Schmersal to apply for and obtain sign
permits from the Building Department of ra.
Sem n-01'i iava r'e- CQc1ia
Signed:
I certify that the above authorized people are employed by
our firm and understand that I am fully responsible and
liable for all acts performed un r said permits.
DATE:
Signattire o `Qualifier
William H Griffin
Exec. Vice President
ES0000003
State of Florida
County of Pinellas
Subscri Z and sworn to before me
this T 1995.
Notary Public LI-4- h.
My commission expires
LINDA M. LABONTE
Notary Public, State of Florida
My Comm. Expires Aug. 24, 1996
No. CC218658
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0.90 ALUM. BACK ----
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TRANSFORMER
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PA I CHINGTON
ADDRESS:
DRAWN BY. EDL DATE
CHECKED BY: '
DRAWING G5104^-PTIa— 0 DATE;
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SALESPERSON: SYLMA MCWADE17loiy
JUL. 21. 1995 Im =
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11Mmu
10831 CANAL ST., LAfkGO, FL 34647.
813) 541-5573 FAX(81.3) 544--7745
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32 3/4' 29 3/4,
88 1/48
04
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SINGLE FACE StGN-
WTH PUSH THRU FLEXLEX COPY AND. OVAL -
ILLUMINATED VIR NEON
SALESPERSON: SYLVIA -MCWADE DRAWNG G5103-12PATCHINGTON u :Bfl
DRAWN Br EDL DATE. . -JUL 21 1995 ajECXED gy- -Rj0- 9M.9-9mom
10831 CANAL S1, LARGE FL 3464-7SCALE1
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l,-O* R-DATE. (8131 541-5571 CAY(21T rAA
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SIGN: ROUT RING PATTERN OUT OF DRYWALLPOUTTNRUCAQINETq/3' REVEAL EDGEeuTNaULOGOFACES
ncc WHI I L
3/0' TEMPERED -- 3/8" TEMPERED
GLASS PANELS L 1/2' TEMPERED GLASS PANELS
GLASS DOOR
AY U"'- rALE: 1/4N"1'—pp
S
a' CROWN MOLDING AT 10N031/
DRESSING
OF RETAILFULL
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2 1/2'X4 1/4'
CROWN MOLOING
AT 8'-O AT
LOW OIESSI G
ROOM WALLS
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CITY OF SANFORD, FLORIDA
IPERMITNO. `D DATE
i
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
P
y
OWNER'S NAM - L\ f\ C
ADDRESS OF JOB ` W n ,
I
ELEC. CONTR.`\C3.rcA tt •C9'1[I ) \ Residential_ Non -residential -
Subject to rules and regulations of the city and national electric codes. j
Number
I
AMOUNT
Alteration Addition Repair 0C3
Changef Service Residential
Commercial
I
Mobile Home
Factor Built -Housing
New Residential 0-100 Amp Service
101-200 AmR Service
201 Amp and above
New Commercial Amp Service
Application Fee
t
TOTAL II
By signingL'
this
application 1 am stating I will be in compliance with the NEC including Article 110. Section 110.9 and 110 10. l-. ',\,,
A STATE -
COMPETENCY NO. L,
Iro,9, CITY OF SANFORD
FIRE -.DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
aC
DATE: `i} / q PERMIT #: /J
BUSINESS NAME:
ADDRESS :/ / / Cic .-, P ' iP G i
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $
COMMENTS:sl a^vcp i` /C>G S s i /r ia I' n
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.
U\N1\1,
Sanfo d riYe Prevention
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordinances of the
Ci y c anford, Florida.
Appicants Signature
CITY OFSANFORD, FLORIDA
n .
PERMIT NO. % S Q'- DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S NAME -CA TC H M(o;Tod r'-6)klT D-0
ADDRESS OF JOB _1 -2 / . (I .0
MECHANICAL CONTR. 4 (it lcIA(c- ` RESIDENTIAL
COMMERCIAL V Subject
to rules and regulations of Sanford mechanical code. NATURE
OF WORK k(
S 7-w—c, Te-- Af A os7- r) m s N 4/,,e- 1Q!
S7'P-t8V i7o)/ Sys7t-=,A,1 To 1plc1-voe- APPLICATION
FEE 0
COMPETENCY
CARD NO.