HomeMy WebLinkAbout219 Towne Center Cir 95-2057; (a) INTERIOR BUILD OUTIct Iowne Center G rcle cI-t'j) Everin ZONE DATE CONTRACTOR (' ''- (22 ADDRESS
PHONE # LOCATION
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OWNER
ADDRESS PHONE # 4)UMBING
CONTRACTOR `
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ADDRESS
PHONE # J5 1-,ELECTRICAL
CONTRACTOR
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ADDRESS p G PHONE # 1
MECHANICAL
CONTRACTOR ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR ADDRESS
SEPTIC
TANK
PERMIT NO.
SOIL
TEST REQUIREMENTS (__) FINISHED FLOOR
ELEVATION REQUIREMENTS (__) ARCHITECTURAL
APPROVAL DATE:
SUBDIVISION: PERMIT # - -
D,5J JOB
COST $
150. 1) 0 FEE $ (
04
C STATE NO. FEE $
FEE $ 60 FEE $
60— FEE
LOT
NO. BLOCK:
SECTION: SQUARE
FEET:
1326- MODEL:
OCCUPANCY
CLASS:
INSPECTIONS TYPE DATE
OK
REJECT BY
ENERGY
SECT. EPI: ram r. _ q-,
o - /, - Q7- CERTIFICATE
OF OCCUPANCY ISSUED # DATE: _ _— FINAL
DATE
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CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS < O—L /D&6 6 ,U 1 P` PERMIT NUMBER
Total Contract Price of Job
Describe Work 1 ffl=— ?—((
Type of Construction
Number of Stories
Occupancy: Residential
LEGAL DESCRIPTION
TAX I.D. NUMBER
Total Sq. Ft.
L- b n, -)T bF hToP-F--
Flood Prone (YES) KMO:P
Number of Dwellings Zoning
Commercial Industrial
please attach printout from Seminole Count
OWNER N 0/
ADDRESS `733 Z— 6 —C/U2
CITY 1")2LA" 00
PHONE NUMBER
STATE FL ZIP
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY STATE
BONDING COMPANY
ADDRESS
CITY
ARCHITECT ,5, yuA RD VA 9-L
ADDRESS 307 LU IC_D
CITY d 0AJq fc2CC>12
MORTGAGE LENDER
ADDRESS
STATE
GH
ZIP
ZIP
STATE Fz— ZIP
CITY STATE ZIP
q
CONTRACTOR a'yy-rx 7-10I -rr—;ry C- PHONE NUMBER
ADDRESS Z 3 ' I J&S ST. LICENSE NUMBER
CITY gf4q P&-AMA/ STATE ZIP 3`7`l2
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 REQUIREMICNTS OF FLORIDA LIEN LA FS713.
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nature\of
Type or Print
Agent & Dat
er/Agent Name
Signature of Notary & Date
Official Seal)
Sigy ure of Contrac W'& DatX /
C le
T r Print Contraq,or's Name
7-
Sigriature(pf Notary & Date
MARY L. MUSE
NOTARY PUBLIC, STATE OF FLORIDA
MY COMMISSION # CC132860
EXPIRES: August 4,1995
Application Approved BY Date: O '
FEES: Building Radon Police Fire
Open Space Road Impact Application
PERMIT VALIDATION: CHECK "' CASH DATE 6 7 BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOL
THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE
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CO. ADMIN) U I
CITY OF SANFORD, FLORIDA
PERMIT NO C CO DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. `
LOWING PLUMBING WORK:
OWNER'S NAME T U4 UAAA " ADDRESS
OF JOB' PLUMBING
CONTR. _ Res. Subject
to rules and regulations of Sanford plumbing code. Residential:
I Number Amount Alteration,
Addition, Repair I I
New
Residential: One
Water Closet I Additional
Water Closet Commercial:
Fixtures.
Floor Drain, Trap Sewer
r Water
Piping Gas
Piping j Factory -
built housing Mobile
Home Application
Fee Q Minimum
Commercial Permit: $25. oo Total S Master
PlUnber COMPETENCY
CARD NO.
CITY OF SANFORD, FLORIDA
PERMIT NO. - n DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S NAME _E-(Jerj iN,QG mo-( (')0+-Cr-
fADDRESSOFJOB2.l i -1—Owo Oqff-a- l '
MECHANICAL CONTR. Jro-r&,r La ACLU ('oj, fc6o
RESIDENTIAL COMMERCIAL iC
Subject to rules and regulations of Sanford mechanical code.
NATURE OF WORK
vrv rc 1 r114%.1 ItAnv rvv.
CITY OF SANFORD
FIRE -DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: s PERMIT #:
BUSINESS NAME: 1'Gr 7A f L f -r
ADDRESS: ale ,,,.,L ,> ; r
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT 0
COMMENTS:'n37 Gci
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 an ordinances of the
City o Sanford, Florida.
P- Sanford it Prevention pplicants Sture s
TDSCONSTRUCTION s INC.
NATIONAL GENERAL CONTRACTORS
LIMITED POWER OF ATTORNEY
I hereby name and appoint FRANK ELKES of
TDS CONSTRUCTION, INC. to be my lawful attorney in fact to act
for me and apply to THE CITY OF SANFORD BUILDIGN DEPARTMENT for
a PERMIT for work to be performed at a location described as:
EVERYTHING BUTTWATER, SEMINOLE TOWN CENTER, 184 TOWN CENTER CIRCLE. SANFORD, FL 32771
name and address of job)
SIMON PROPERTIES GROUG 11S W. WASHINGTON ST., INDIANAPOLIS IN 46204
owner of property and address)
and to sign my name and do all things necessary to this appointment.
CLARK H. SCHERER, III CG CA2867
Contractor Name License #)
Signature of Contractor)
STATE OF FLORIDA
COUNTY OF PINELLAS
Acknowledged before me this STH day of JULY 19 9S , personally appeared _
CLARK H. SCHERER, III who is known to me or has produced as
identification. He/ has acknowledged tome and before me he/she executed such instrument for
the purpose therein expressed.
Notary Public
OFFICIAL NOTARY SEAL
My commission expires: CYNTHIA A STONE
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC224626
MY COMMISSION EXP. AUG. 31,1996
4239 63RD STREET WEST • BRADENTON, FL 34209 • 813-795-6100 • FAX 813-795-6101
r-- - •- -•—
JUL-03-1995 14 30 T D S CONSTRUCTION 813 795 6101 P.01
7 izc,,,TFlucTraiz,
NATIONAL GEI EF AL CONTRACTORS
LII11ITED FCATER OF kTTOR-I:EY
LC be r..j' 3a iL'1 6:1Cr:,C)' jr, fcCL LC c:L
fe ne and apply to the City of Sanford Building Department for
a TFP?•;IT for work to be performed at a location described as:
Everything ButtWater, Seminole _Towne Center, 184 Town Center Circle,
r. —' (na,e and address of job) Sanford, FL 32771
a;tnnrn Properties Group, 115 W. Wa hinaton St., Indianapolis, IN 46204
owner of property and address)
and to sign my same and do all things necessary to.,this appaintment.
Clark }3_ Scherer ilk CG CkM74
contrArror Name License *)
Signature o: Coatracter)
S IATE of FLOR I Dh
CG'.:?Y CT FIKLLLAS
c arrct:et
v`.c. as i.-.7.•?. Lc r_ cr }.s F:-_CE_
e: ;der;LifiCation. He/Shc hLe ac1:rcu-led_ -E to r.+ and bEforc Tr.t M/Ehe eXfi C-:EC E:7C7
ic: the purpoze thereir, typrersed. ` ,
F,
comr.acE,ion expires:
6P5UW47iR MM.INC.
813.795-6100_
813-795-6101
C.ct 331 BOWLtVARJ • :i Rs.iJ1 <., f asi • h;3 :' ` : • + • ,
TOTAL P.01
CITE' OF SANFORD
BUILDING DEPARTMENT
SEMINOLE TOWNE CENTER OFFICE
July 01, 1995
Edward Yankowich
307 Wild Olive Lane
Longwood, Fl. 32779
RE: Everything But Water
219 Seminole Towne Circle
Sanford, Ft.
On July 01, 1995 1 performed a plans review of the above project. The following
items were found.
1) 16 Sq. Ft. fire damper required in each demising wall.
The above plans are approved with the above items.
Your Servant;
Charles D. Grover, C.C.A.
Chief Code Analyst
CITE' OF SANFORD .
BUILDING DEPARTMENT
SEMINOLE TOWNE CENTER OFFICE
July 01, 1995
Edward Yankowich
307 Wild Olive Lane
Longwood, Fl. 32779
RE: Everything But Water
219 Seminole Towne Circle
Sanford, Fl.
On July 01, 1995 1 performed a plans review of the above project. The following
items were found.
1) 16 Sq. Ft. fire damper required in each demising wall.
The above plans are approved with the above items.
Your Servant;
Charles D. Grover, C.C.A.
Chief Code Analyst
i
POST SHELL IMPROVEMENTS CORP.
6370 Manor Lane
SOUTH MIAMI, FLORIDA 33143
i WE ARE SENDING YOU E Attached . Under separate cover via.
Shop drawings Prints Plans Samples Specifications
Copy of letter Change order
i
COPIES DATE NO. DESCRIPTION
THESE ARE TRANSMITTED as checked"below:
Foraopu,
roval Approved as submitted
use El Approved as noted
As requested Returned for corrections
For review and comment ,
O FORBIDS DUE 19
REMARKS
Resubmit - copies for
approvalrSubmitcopiesfor•distribution
I
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US. i
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d COPY TO
RECYCLED PAPER • e Contents: 40 % Pre -Consumer • 10 % Post -Consumer
dPIS0. , SIGNED: If
enclosures are not as noted, kindly notify us at once.
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY - ADMIN.
P. 0. BOX 1788
SANFORD, FL 32772-1788
Project Name: W,9-7 2 6 94< J Date 7ls-1 Sl"
Dwner/Contact Person: Phone:
address:
Pype 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): n
Type of Utility Connection
individual connections
or central water meter &
common sewer tap): Cam.
Water Meter Size (3/4"
1", 2", etc.)
REMARKS: SL•7o Spry Gouvey
CONNECTION FEE CALCULATION: /1'7P9c7
J
7gG _ 3
75-b EVISED
8/12/92
F-",
1) Water System Impact Fees
Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD)
Residential -
650/Unit -
Single family structure, or multi -family unitcontainingthree (3) bedrooms or more. S487.50/Unit - Multi -family unit or Mobile Home unit containinglessthanthree.(3) bedrooms, (This category isbasedonjudgement/assumption, estimation thatsuchfamilyunitsonaveragerequire751 - 225 GPDofthewaterandsewerserviceofanaveragesinglefamilyunit.)
Commercial -
650/ERU -
Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged forconnectionanduptotwenty (2) fixture units. For projects having more than twenty (20) fixtureunitstheImpactFeewillbedeterminedbyincrementsof251basedonmultiplesoffive (5) fixture units above the twenty (20) fixture unitbaseforthefirstERU. (Example: twenty-five25) fixture units will be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5ERU.)
2) Sewer System Impact Fees
Equivalent Residential Connections - 270 Gallons Per Day (GPD)
Residential -
1700 Unit - Single family structure, or multi -family unitcontainingthree (3) bedrooms or more. 1275/Unit —
Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption/estimation that suchfamilyunitsonaveragerequire751ofwaterand
sewer service of an average single family unit.)
Commercial - Industrial - Institutional1700/ERU — Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for
connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture
units the Impact Fee will be increments of 25tbasedonmultiplesoffive (5) fixture units abovethetwenty (20) fixture unit base for the firstERU. (Example: twenty-five (25) fixture unitswillberatedas1.25 ERU; twenty-six (26) fixtureunitswillberatedas1.5 ERU.)
3. Water Meter Connection Fees
WATER METER SIZE
3/4• FEES
1. $ 130.
1-1/2• 210_
2• 400_
3_ 500_
4• 2,900_ or they install
6" 4,400. or they install
7,520. Or they install
4_ Sewer Connection Fee
Standard 4' Residential Connection - $260. Non-standard connection -.TO BE DETERMINED
NOTE:
ANY WATER OR SEWER TAP WORK TRAT REQUIRES ANY STREET CUT ORTUNNF-i.TNa Or
v
S° Type of Fixture or Group of Fixtures Fixture Unit Value
Automatic clothes washer (2" standpipe)
Bathroom group consisting of a water closet, lavatory6, bathtub or shower stall: Tank water closet
Bathtub Flush valve water closetwithorwithoutoverheadshower) Bidet
Combination sink -and -tray w/food waste grinderCombinationsink -and —tray w/one 1-1/2" trapCombinationsink -and -tray w/separate 1-1/2" trapDentalunitorcuspidor
Dental Lavatory
Drinking fountain
Dishwasher, domestic
Floor drains w/2" waste
Kitchen sink, domestic w/one.1-1/2 " trapiKitchensink, w/food waste grnderKitchensink, w/food waste grinder & dishwasher 1-1/2" trapKitchensink., domestic w/d' h
Lavatory w/1-1/4" waste
is washer 1-1/2" trap
w/1-1/2" waste
Laundry tray (1 or 2 compartments)
Shower stall, domestic
Showers (group) per head
Sinks: Surgeons
Flushing rim (with valve)
Service (trap standard)
Service (P trap)
Pot, scullery, etc.
Urinal, pedestal, syphon jet blowout
Urinal, wall lip
Urinal, stall, washout
Urinal trough (each 6' section)
Wash sink (circular or multiple) each set of faucetsWatercloset, private (tank operation)
Water closet, public (valve operation)
Fixtures not listed above: Trap size 1-1/4" or less
Trap size 1-1/2"
Trap size 2"
Trap size 1-1/2"
Trap size 3"
Trap size 4" Reference: Standard Plumbing Code, Table 1304.1 pageTable1304.2 page 13-5. 13-4 and
3
61
8
2
3
4
3
3
1
1
1/2
2
3
2
3.
5
4
1
2>/ - 2
2
2
3
3
8
3
2
4
8
4
4
2
2
4
8k(
1
2
3
4
5
6
BP101IO2 CITY OF SANFORD
Land Master Se+l.ecti'on By Street Address
Tvpe options, press Enter.
1 t 5=View detail
9/12/95
14:27:24
1-5e ec
Opt Street address
TOWNE CENTER
I
CR L/9110 9)2:Z)4sA8:25(,3
Owner,
FRIEDMANS JEWELERS
214
215 TOWNS CENTER CR SEMINOLE TOWNE CENTE
2t7 TOWNE CENTER CR yB_%so 7/3.+195 2S2Fr AFTER THOUGHTS
g TOWNE CENTER CR$3zs ?/7./ystt,_2ug EVERYTHING BUT WATER
220 -- TOWNS CENTER CRa'187,-o &/i9/9s, 24S7 K'= JEWLERS
222 TOWNE CENTER
AND COMPANY
223 TOWNE CENTER CRIeS206 /3a%4 2339 RUBY TUESDAYS
224 TOWNE CENTER CRt497.Sa 5/3 195ti 234c LUGENTLY GAGErGAGE
225 TOWNS
TOWNE
CENTER
CENTER
CR
CR 796,2-s G)Z7I95-1t246$ FgOTLOCKER
22
228 TOWNE CENTER CRig7S %2i/95 25b9 BROTONE 229
TOWNE CENTER CRi&so 2/9/gst_ --55o SWEET FACTORY SWEETFACTORY231
TOWNE CENTER CRf487.50 1g/s/4s_tt-2S4q 5-7-9 SUNGLASS
232
TOWNE CENTER CR NONE DVE CR '
1/2_s/R5-t 2521 HUT
SEMINOLE
TOWNE CENTE C*w 234
TOWNS CENTER grr1A. CoaOud CsrtP. F3=
Exit F 12=Cance'I 07-
04 SA MW KS IM II S1 AO KB CITY
OF SANFORD 9/
12/95 BP101IO2 _
14:27:52 Land
Master Selection By Street Address Type
options, press Enter. 1=
Select 5=View detail Owner: Opt
Street address TOWNE CENTER CR$1131•So (oi+z-s-t' 23so LIMITED TOO 235
236
TOWNE CENTER CR$I-4,0n 8/9)a5#I54s THEGREATSTEAK & PO 38
TOWNE CENTER CRJ1,14,2.S'o -7/w/4s-25o7 LIMITED EXPRESS 239
TOWNE TOWNE
CENTER
CENTER
CR '. =. . -
CR1697S
8/9/9s 254G FLAMERS CHARBOILED H 240
242
TOWNE CENTER CR41'787,so 8j3jW-6,L533 CRXZ275
G/S'9s r ,Z35/7 NATURES
TABLE EXPRESS
BATH/BODY 243
TOWNS TOWNE
CENTER
CENTER
CRgf(o2 25t9 CAJUN CAFE 244
245
TOWNE CENTER CR CRi
32S- ?lq5tf 2485 DIAMOND - J IM' S 246
TOWNE CENTER 247
TOWNE CENTER CR CRl13a08I31I9rZS73 SBARRO 248
TOWNS CENTER 249
TOWNE CENTER CR /'r0"E D CRC/
462,510 7/ii 9s 2/9 F
t PANDA
EXPRESS 250
TOWNE CENTER SEMiNG69.
xr) wE rF + 251
TOWNE CENTER CR F3=
Exit F12=Cancel 07-
0+4 SA MW KS IM II S1 AO KB
t
FROM THE CITY BUILDING OFFICIAL
f
September 12, 1995
TO: All Concerned Departments
FROM: Gary Winn, Building Officials
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
n Or- or\
cyech o1v IcZt O97 07c.r'
m 'll
to -"-"
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N 6) t 11 F_ PR OJ L Gil' S F j It! IONS T, MOP 4,
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09/12/95 09:26 EVERYTHING BUT WATER, INC.
l./
01
City of Sanford, Fire Department
1300 Central Park Drive
Sanford, FL 32773
Via Facsimile 407-323-8635
September 12, 1995
Re: Everything But Water, Inc.
Seminole Towne Center
200 Towne Center Circle, 219
Sanford, FL 32771
Dear Sir:
Everything But Water Is scheduled to open in Seminole Towne Center
September 21, 1995. This letter will confirm that Everything But Water
requests a T.C.O. in order to stock and conduct training in our location.
Under no circumstances will Everything But Water transact any sales or
open for business until the mall receives the final C.O.
Sincerely,
y egel
ident
CC: TDS Construction, Inc.
Chip Elkes
001
corporate
5 6 1 5
w 1 n d h o v e r
d r i v e
o r 1 a n d o
f I o r 1 d" a,
3 2 B 1 9
p h o n e'
4 0 7 3 5 1 4 0 6 9
f a x•
407.363.0967
CITY OF SANFORD, FLORIDA
PERMIT NO. DAT S
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME
ADDRESS OF JOB
ELEC. CONTR I-117J Retide(n;,aL—_Non-residentieL...
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair
Change f Service Residential
Commercial
Mobile Home
Factory Built Housing
New Residential 0-100 Amp Service
101-200 Am Service
201 Am an a ova
New Commercial lP1OAmp Service 477 cc
Apnlieatio
it =
Fee
UlQ
I
I
TOTAL II
By signing this application 1 am stating 1 will be in compliance with the NEC including Article 110, Section 110-9 and 110 10.
Building Official Mas lecfrician
STATE COMPETENCY NO.
P.02
P.
5
F
July 12,1995
1, ROGER DALE PHILLIPS, give permission for the following to pull
permits for American Electrical Services.
DA HL P'IiiiLlLIPS SS#: -
LINDA PHILLIPS SS#;
TIM F'ABER SS#:
PAUL MICHABLS S#: a, ( 5 _ 70
n
DALE PIULLIPS
The foregoing was acknowledged before me this nth day of J"ly,
r 19951, by Roger We Phillips, who is personally known to me.
V , U. WMFW
PRINT. CL 1 -C 4A- ,
NOTARV4UULIC
COMMISSION #: CC 81
My COMMISSION EXPIRES: Se to r 14 —M
CITY OF SANFORD
FIRE.DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: -2o,? PERMIT BUSINESS
NAME: e= ,, ADDRESS: ,
7 491-- C:n n d
PHONE
NUMBER:( ) PLANS
REVIEW TENT PERMIT BURN
PERMIT REINSPECTION TANK
PERMIT FIRE SYSTEM AMOUNT $
COMMENTS:
4-
4Fees
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
Sanford
ire 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. A
pl'cants igna re J
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS I I n/(), jli i'! 0A r-C) j
Total Contract Price of Job,3 C, Ov
Describe Work -y Ss+("
Type of Construction
Number of Stories
Occupancy: Residential
PERMIT NUMBER
Total Sq. Ft.
1 U Flood Prone (YES
Number of Dwellings _ Zoning
Commercial Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER Zia -I q -36E5T On i on -onC n
OWNER Cal
ADDRESS
CITY
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY
BONDING COMPANY
ADDRESS
CITY
ARCHITECT
ADDRESS _
CITY
MORTGAGE LENDER
ADDRESS
CITY
ST
STATE
STATE
STATE
STATE
HONE
ZIP
ZIP
ZIP
ZIP
CONTRACTOR 1 1 F re, PHONE NUMBERS 1
ADDRESS b 0 ST. LICENSE NUMBER
CITY STATE - 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
166UED. 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.
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CCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF
HE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
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Signature of Owner/Agent & Date ractor & Date 0
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Type or Print Owner/Agent Name Type or Prin Contractor' Na e d a)
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Signature of Notary & Date Signatur of Notary & Date
Official Seal) pY P facial Seal) fi
o. " Notary Public, State of Florida
CINDY L. JORDAN
t` ' My Comm. Exp. May 31, 1998
Comm. No. CC 316989
OF f
Application Approv d BY: Date: CA /-'
FEES: Building Radon Police re OD
Open Space Road Impact A pV PERMIT VALIDATION: CHECK CASH DATE BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
FIRE PROTECTION BY COMPUTER DESIGN
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TURNS US ON 1 WIGINTON
FIRE SPRINKLERS, INC. 450
South C.R. #427 Longwood.
Fl. 32752-0160 407-
831-3414 PROJECT
NAME: EVERTHING BUT WATER CONTRACTOR:
WIGINTON FIRE SPRINKOERS INC. D/
A LOCATION: ENTIRE STORE SYSTEM
NO. I CONTRACT
NO. 2 7 18 6 -
PAGE OOl
WZGINTON FIRE SPRINKLERS` INC.
x*.I<*J **J**»**** * , 1, ******k,***:!********,f**t:****J***'''
407-831-3414
HYDRAULIC DESIGN INFORMATION SKEET
NAHE - EVERTHZNG BUT WATER DATE - O7/lC,,' LOCATION -
ENTIRE STORE BUILDING -
5PACE P-2 SEMINOLE TWIN. DTR-3ANFORD` FL. 5YSTEM CONTRACTOR -
WZGZNTOM FIRE SPRINKLERS NRACT NO' - 27l2 CALCULATED BY -
MARC ANDERON DRAWINA NO. - 1 F \ CONSTRUCTION ( ) COMGU3TIGiE /) NON-
COM U TIBLE CEILZNG HEIGHT 12 7 OCCUPANCY - MERCANTILE X)
NFPA 13 ( )
LT' HAZ. }l (X)2 ( )3 ( )EX.H. Y ( jNFPA 23l ( }
NFPA 2 l J8V CuRvE ` S ( )OTHER T ( )
SPECIFIC RULING
MAOE 6Y DATE E .===================7. 7
7 7777= M AREA OF
OPERATIUN I306'5 SY5TEMTYPE 5PRZNKLER/N0ZZLE DENSZTY-GPM/Ft^
2 '20 (X) WET MAKE RELIABLE D AREA PER
5PRINKLEP ARZES" ( ) ORY MODEL G-4 CON' E ELEVATION AT
MZGHEST OUTLET 12'75 / \ DELUGE SIZE 1/2^ 5 HO E
ALLOWANCE 50 ( \ PREACTION K-FACTOR S'62 I RACK SPRINKLER
ALLOW NCE O ( } OTHER TEMP'RAT'165 HOSE ALLOWANCE M-
OUT5IDE O - FED FROM CITY 5UPPLY N HO1SE ALLONANCE
GPM -OUTSIDE O - FED FROM PUM9 NOTE CALCULATZOM PM
RE0UIRED
646PZ REQUZREO 52.283 AT WATER SUPPLY SUMMARY C-FACTOR USE(_')- OVERHEAD
120 UNDERGROUNO W WATER FLOW TE5TPUMP DATA:
TANK OR RESERVOIR. A DATE OF TEST RATED CAP.
0 CAP. T TIME OF TEST P5I O
ELEV. E STATIC (PSI > 6O ELEV. O
R RESIDUAL (PSI \ 49 ADJUSTED REPRES.
WELL FLOW (-3PM) 1511 0 GPM @ PROOF
FLOW GPM 5 ELEVATION O O PSI @ 9UMP
U -_ _- -_ = -.c 7 7 7 :Z = 7
7- 7, 7 7 :7 7. 7 7 7, 7 7 7==77 .7' 7= P LOCATION CITY P L SOURCE OF
INFORMATION Y 7
71
7 7: 7 71 _
7==
C COMMODITY CLAS3 LOCATION O STORA E
HT' AREA AZ5LE W'
M STORAGE METHOD -_'OLID PILED PALLETIZED RACK
SINGLE ROW ( ) CONVEN' PALLET ( ) AUTO. STORAGE ( ) ENCAP
S R ( ) DOUGLE ROW ( ) SLAVE PALLET ( \ 3OLIDSHELF ( )
NON T A ( ) MULT' ROW ( ) OPEN SHELF ' 0 Z
Z R K FLUE SPACING CLEARANCE:
3TORAC ETO
CEILING A LONGITUDINAL TRANSVERSE G =_ 7 _77 7:= -1
777- __= 71. 71
7__ -7-- 7 7 7- Z=77 =,--7-. E HORIZONTAL BARRIERS 9ROVIDED.- 7, 7 7: Z=
PSI) UNZTS - DZAMETER (INCH)
LENGTH (FOOT) FLOW(GPM)
PRESSURE
w
PAis L 002
lnIGTNTON FIRE SPRINKLERS, INC:.
EVERTHING BUT WATER
WATER SUPPLY CURVE
Static PSI. - 60.000 P
Pressure Available at; Demand Resid. PSI 4 9.0_.J0 i
1 i Flow L. ? PSI i R c,—ci'c :1. ii _ i" 1. 0 4a1 :: 1511.000 : LOW
AT 20.000 PST ... 3036.18 WPi Safety
Margin I 5.
42- PST ___...-- ------- 1 Flow
Available at Demand Safety
Margin 601.
01. GPM Total
System \ \ Demand \ \,
646.
52 GPM 52.
28 PSI System
Flow Inside
Hose Outside
Hose 396.
52 GPM 250.
00 GPM 0.
00 GPM Rack
Allowance Elevation
to Heads 000
12.
750 11.
I INTON FIAE SPRIHKLER5, INC'
JOB-- EVERTHING BUT WATER Jot-), NO- 271881-S DATE 071995 PA
FITTING MAME TAOLE
ABGRE\/. NAME
A ALARM VALVE
B BVTTERFLY VALVE
C YIC' COUPLING ROLL QRY.
D DRY PZPE VALVE
E ' 90` STANDAR EL8OW
F 45` ELBOW
G GATE VALVE
I GROOVED CHECK VALVE
3 CENTRAL SHOTGUN VALVE
K DETECTOR CHECK
L 90` LONG,. TURN ELBOW
M FIRELOCK 90 ELBOW
N FIRELOCK 45 ELBOW
O FIRELOCK TEE
P PREACTION/DELUGE VAL,/E
A FLOW CONTROL
S SWING CHECK VALVE
T TEE or CROSS - FLOW 90`
U MILWAUKEE 8UTTERBALLVA' V
CPVC TEE BRANCH W
WAFER CHECK VALVE X
CP C TEE RUN Y
CPVC ELBOW 90 Z
CPYC ELBOW 45
WIGINTON M[ SPRINKLERS, INC.
JOB- EVERTHZNG BUT WATER JOB NO- 271S8-S DATE 071995 Ppn
HYD Qa DIA' FITTING PIPE Pt Pt
REF C^ or FTHG^5 Pe Pv NOTES
POINT Qt Pf/F Eqv' Ln. TOTAL Pf Pn
23'11 1'049 2E 4.00 4'50 0`90 16'90 K :: 5'62
lA C=120 lT 5'00 9'00 O'OD O.OD
23.11 0.1703 0'00 13'50 2'30 0.00 Val 8.5C
l 21'11 19'20 K 5.27t
24.61 1'049 2E 4'00 4.50 19'17 19.17 K - 5.62
2A Cm120 IT 5'00 9.00 O'OO 0.00
24.61 0'1911 0'00 13'50 2'58 D'DO Val 9'04
2 24'61 21'75 K 5'277
23'2O 1.049 2E 4'00 4'50 17'05 17.05 K 7 5'62
4A Cw120 IT 5.00 9.00 O'OD O'OO
23'20 0.1711 O'DO 13.50 2'31 0.00 Val 8'61
4 23'20 19'36 K 5'27
24'71 1'049 2E 4'00 4.50 19'33 19'33 K = 5'62
5A C=120 IT 5-00 9'00 0'00 D.OD
24.71 0.1925 0.00 13.50 2'60 0.00 Val 9'17
5 24'71 21.9--S K 5'277
23'46 1'049 2E 4.00 4'50 17'43 17.43 K = 5'62
7A C=120 IT 5'00 9'00. 0.00 0.00
23.46 0.1748 O.00 13'50 2'36 0'00 Val
7 23 .4b 19'79 K . 5'274
24.98 1-049 2E 4'00 4.50 19'76 19.78 K = 5'62
8A Cw120 IT 5.00 9-00 O'OD 0.00
24.98 0.1962 O'OO 13'50 2'65 0.00 Val 9'27
B 24'93 22'41 K 5'277
21'01 1'049 2E 4.00 4'50 13'97 13'97 K = 5'62
1OA C=120 IT 5'00 9.00 0.00 O'OO
21'01 0'1429 D'OO 13'50 1'93 0.00 Val 7'8O
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE <p90'
WIG'NTOH WINE SPRINKLERS, INC.
JOB- EYERTHING BUT WATER JOG NO- 27188-S DATE 0719P5 [`AC,
HYD. 0.a DIA. FITTING PIPE Pt Pt
REF C^ or FTNG'3 Pe Pv NOTES
POINT Qt Pf/F Eqv' Ln' TOTAL Pf Pn
10 21.0l 15'90 K 5.I7i"
2l'94 1.049 2E 4'00 4'50 15'24 15.24 K = 5'62
lLA C=120 IT 5'00 9'00 6'00 O'OO
21'94 0'1540 0'00 13.50 2'03 O'OD Val 8.14
11 21'94 17'32 K 5.27Z
23.67 1'049 2E 4.00 4.50 17'73 17'73 K a 5'82
12A C 12O IT VOO 9.00 O'OO 0.00
i-------------------------------------------------------------------------
23'67 0'1777 0'00 13'50 2'40 O'OO Val 8.7?
12 23.67 20'13 K 5. 27,,,,,-
0____________-___-_________________________
16'52 1'049 2E 4'00 4.50 8.65 8'65 K = 5'62
14A Cz120 IT 5'00 9.00 0.00 0.00
16.52 0'0911 0'00 13'50 1'23 0'00 VaI
14 16'52 9'88 K 5'256
l7'6l 1'049 2E 4.00 4'50 9'82 9'82 K = 5'62
15A C=120 IT sno 9'OO O'OO 0.00
17'81 0.1029 O'OO 13'50 1'39
n____________________-____'
O'OO Val 6.51
15 17.61 11'21 5.26.1.
19'20 1'049 2E 4'00 4'50 11'68 11'68 K = 5'62
16A C-126 IT 5.00 9'00 O'OO 0.00
19'20 0'1200 O'OO 13.50 1'62 0'00 Val
16 19'20 13'30 K 5.26:
21.56 1'049 2E 4'00 4'50 14'72 14'72 K = 5'62
17A C;120 IT 5.00 9.00 0.00 0.00
21.56 0.1496 0'00 13.50 2.02 D'OQ Val 8.0O
17 21'56 16'74 K 5.270
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI
WI'NTON F1RE RIMKLER, INC'
JOB- EVERTHING GUT WATER JOB 27188-S QATE
HYD. Qa
t:
DIA'
7: 7==c=c c=.
FITT IN PIPE Pt 9t REF
C^ or FTNG,S.. Pe Pv NOTE POZNT
C) t ` Pf/F Eq:. Ln. TOTAL Pf Pn 22'
l4 l'049 2E 4'DO lT
OD 9'DO O'0O O.D 0'
157O O'OO 1.5 212 0'0O Vel 1G
22.J4 l7. 27 1.
0 E, 4'O0 4'5O 14.23 14-23 K 5'62 9.
OD cl.00 0.DQ 21'
20 0'1444 OO 13.5O l.95 0'00 VeI 19
21'20 16'18 K 5'27,0 22'
50 1'049 2E 4'00 4'So 16'03 16'03 K 5'62 2DA
C'1-1112O IT 5'OD 9'DO J'OO 0.00 22'
50 O'1614 O'OO 13'5O 2'18 0.00 VeI 20
22.50 18'21 K 5.272 21'
89 1'049 2E Al`OD 4.5O l5'l7 5 1'l7K 5'62 P. C120
17 5'00 9.0(", D'OO D'OO 2l'89 0'
l5- O'DO 1'7'5O 2'07 0.00 Vel 8.13 21 2l.G9
l7'24 M S'27j 23.2 1'
49 2E 4'DO 4'SO 1.7'OG 17'08 K 5'62 22A C7120 lT
OO 9.D0 O'Oc, 0'08 23'23 0.
171G 0'00 32 O'OO Vel 2 2 23'
23 19-40 K 5274 23'11 1'
C49 O'00 1DD 19'20 19'20 1 C:-120 O'
OO O OO O'OO O'OO 23'11 0'l70D
D'O0 l5'OO 2'55 0'00 VeI 8'5G 24'60 1'049
1T 5.O0 2'E,0 21'75 2l'75 2 C l O
O.00 5'OO O'OD D'OO 47'7l 0'6493
0'O0 7.5g 4'87 D'00 Vel 3 47'71 26'
62 K 9'247 UNITS - DIAMETER INCH) LENC-
iTH FOOT) FLOW GPM) PRESSURE (P T
WIG`NT[ RIMKLER3, IHC.
JOB- EvERTHING BUT V)ATER JO8 NU- 27l338-S DATE 071995
HYD Q
7=z``
DIA' FZTTZNG PZPE Pt Pt
REF C^ or FTNG^57 Pe Pv Al* NFJTIE-
POINT t Pf/F Eqv. Ln' I Pf Pn
220 1'O49 0'00 15".Oo 19'36 19. 4
Cl2O O'OO O'OO O'OO O'OO 23.2OD'
l7l3 O'OO 15.00 2.57 D'OO Vel 24.71.
1' 049 1T ' 5 ' OO 2 . 5O 2l ' 9 21 ' 93 5 CD
O.DO E:-.00 OO D.00 47.91 0'
6546 0'DO 7'50 4.9l 0'00 Vel l7.79 6 47 91
2'84 K 9'247 2.46 1'
049 0'OO 15'00 19'79 l9'7q 7 nal2O O-
OO D'OO O.00 O'DD 23,46 0'
1746 0'00 15'00 2'62 O'OD Vel, 8'71 24'98 1 '
849 lT 5'OO 2.50 22.41 22'41 8 C:=l2O
Cl'OO 5'00. 0,00 0'00 48'44 0.
6680 0'00 7'5O 5'0l 0'00 Vel 17'9 9 ' 4G'44
27'42 25O 2l.01 1.
D49 O'OD 10.0O 15.90 15'90 lO C120 O'
DO D.00 0.00 D'OO 21'0l 0.14'
2 0.00 1O'OO 1-42 0'00 Vel 2l.3 l'O49
O'OO 5'25 l7'32 l7.3 ll C120 D'OO
D.00 C, .DO 0.O0 42'94 0'535 DO
S.25 2'81 0.00 Vel 23'67 1'049 1T
5'OO 2'5O 210'13 20'13 12 C:--l2O 0'00
5'00 0'00 0'00 86.6l 1'2053 D.
00 7'5D 0'00 Vel 2-4'7 l 6.61 2g'17
K 12'334 l52 1'049 3E On
8'50 9,88 9'88 14 C1,20 O'DO 6.
OD O.0O 0'00 l6.52 0'0917 O'OJ 1I'
ll .SD 1.3 D'OO Vel 6'1 l'0J.9 O.00 6'QD 11'
2l 1l.21 15 Cl2: O O'OD O.00 G'
OD O.00 34.13 D'348 0'00 6' 2.9
O.O Vel l'67 19'21 1'O49 1T 5'00 11'67
13.30 13'30 16 C7.l2O O'nO 5'00 0.00
O.00 53.34 O.7990 O'OO 16.67 13'
32 O'00 VeI 19'8O UNZTS - DIAMETER INCH) LEN TH FOOT) FLOW GPM) PRESSURE (
P
WZGINTON FIRE SPRINKLERS, INC.
JOB- EVERTHING BUT WATER JOB NO- 27188-S DATE 071995 pAv`
HYD' Qa OIA' FITTING PIPE Pt Pt
REF C^ or FTHG`3 Pe Pv t* NOTE5
POINT Qt Pf/F Eqv' Ln. TOTAL Pf
a= zT==zz
Pn
so=== z7=z 7.= v 7 '
3 53'34 26.62 K 10'33
2l'56 1.049 D'OD 6.00 16.74 16.74
17 C=120 O'OO O'OO O'QO 0 00
21'56 0'1483 0'00 6'00 0'89 0'00 Val 8'0O
22'l4 1'049 IT 5'00 11.67 17'63 17'63
G C::126 0'00 5.00 0.00 0.00
43'70 0'5524 0'00
z ----------------------------------------------`
18'87 9'21 0.00 VeI 16'22
6 43'70 26'84 K 6'415
2l'2O 1'049 0'00 14'00 16'18 16'18
19 C7120 0.00 0.00 O'OO 0 00
21'20 0'145O 0'00 14.00 2'03 0.00 VeI 7 7'87
22'50 1.049 IT 5'00 11'67 18'21 18'21
20 C=120 0.00 5.00 O'OO 0.00
43'70 0.5524 0'00 16.67 9'21 0'00 Vel 16'22
9 43'70 27'42 K 8'345
21'89 1'049 0.00 14'00 17'24 17.24
21 C-al2O O'OO O'OO 0.00 O.00
21'89 O'l542 O-OO 14'00 2'16 O'OO Val B'l
23'23 1'049 IT 5.00 11'87 19.40 l9.40
22 C=120 0.00 5'00 O'OO 0.00
45'12 0'5860 0'00 16.67 9'77 0'00 VoI 16'75
13 45'12 29'17 K = 8'354
101'O5 2'635 0'00 7'50 26'62 26.62
3 C=120 0.00 O'OO 0.00 0.00
101'05 0'0293 0'00 7.50 0'22 0'00 Yel
9l'6l 2'635 0'00 6'00 26.84 26.84
6 C=120 O'DO O'OO 0.00 0'0O
92'.66 0'0966 0'00 6'00 0'58 0.00 VeI 11'3
92'14 2'635 10 10.80 1'00 27'42 27.42
9 Cn120 O'OO lO'BO 0.00 0.00
284'80 0'2000 0'00 11'80 2'36 0.00 Val 16'7
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE OnnaI
JOB- EVERTHING BUT WATER
WIG'NTON FDRE SPRINKLERS, INC.
JOB NO- 27188-3 DATE 071995 P qf-
HYD- Oa DIA. FITTING PIPE Pt Pc
REF C^ or FTNG`5 Pa Pv NOTES
POINT Qt Pf/F Eqv' Ln. TOTAL Pf Pn
23 284.80 29'7B K 7 52'1M
111'72 2'835 10 10'80 6'50 29'17 29'17
lZ" C=120 O'OD 10.80 O'OO D.00
111.72 0'0352 MOO 17.30 0'61 0.00 Vel 6.5
284'30 2'635 1M 4'30 11'50 29.78 29'78
23 C=120 0'00 4.30 O'OO O.00
396'52 0'3683 O'OO 15'80 5'82 0'00 Vel 23'3
O'OO 4'260 10 16'00
7--------------------------------
13603 35'60 35'60
PC d-120 lM 6-80 22'80 0.00 0'00
396'52 0'0355 0'00 159'63 5'67 D'OO Vel B.93
O'OO 6.357 1. lO'OO 53'75 41'27 41'27
24 C=120 O'DO 10'00 O'OO 0,00
396'52 0'0050 O'OO 63'75 0.32 O.00 Vel 4.01
O'OD 6'357 1G 3'00 18'00 41'59 41'59
TR C=120 O-OO 3'00 0.00 0 00
396'52 0'0047 0'00 21'00 0'10 0'00 Vel 4'01
O'0O 8`249 D'OO 15'00 41'69 41.69
BR Cz120 O'OO O'OO 10'0 0.00 Fixed Loss = 14 O,
396'52 0.0020 O'OD 15'00 0'03 O'OO Vel = 2'38
25O'00 Pa = 250'00
CITY 646'S2 52'24 K v 89'452
EWY-Architects TEL:1-407-774-0171 Jul 31,95 20:01 No.002 P.01
TRANaM I TTAL —
DWARD UJIL L IAN YANKOWICP
4 f2 C +--4 1 -r- <-- T
301 Wild Olive Ln, Longwood, Florida 32779
401)114-0111 ph/fax 401842-1103 mobile To: GARY
WINN CNIEr BUILDING
INSPECTOR Company:-SANFORD
SLDG DEPT_ SANrORD, PL.
From. Edward
Yankowich Date: 01/
31/% Phone: 330-
508 Time: Fax: 330-
5611 No. of Pages/Intl. Cover: 2 Project: EVERYTHING
5UT WATER 026-5EM1N0L*E_TOWN C. No: Re: REV15ION
TO N.C. LAY 3 DRE551NG M w
Comments:
REVISION
TO H.C. LAV AND. DRE551N6 is a E.
B.W. SPACE- 5EMINOLE TOWN CENTER SENDING FOR
APPROVAL, 2 COPIES (545) TO FOLLOW
IN MAIL. 1 I
L =I 11 •' 1 1 \\ 6.3N 1 I_ 111= I I 1 L 1 11 11 1 - 11
LLIAM i' NKOI CH
Longwood, Florida 32T19
e4OV342-1103 mobile
From: Edurd Ya*cuidn
T.
Date= 151le5
Time: 8 45A
ATER 426- V-MTiP-I` -iQWIR G T1T
Y.C. LAY Fir=V ff 3 RLDrs DE'PT
w
r
REV. DOOR 5CHEDULE
s W X H X T x IWJ RISI WDIX
1'-3'. 4'- T/.G'
3' -b' 12"
CAA. OW6AI N aw OR 6a6%
If
t
t
LINE OF WALL ASV.
AVAT ORS'
OLE TOEN CENTER
1
R01313r2-01
SCALE: 114
EDLJAR1C YANKOUJ1CH ARCM.