2500 Park Dr - BC97-002516 (1997) (SHELL STATION) (CHANGE OF USE) DOCUMENTSuk.;e. u kl c-fc ,
ZONE DATE 7-,,3/` % 7
CONTRACT
ADDRESS
OWNER N15A 10 _ 1
ADDRESS
PHONE # 213 - 0Yv2 r 41
PLUMBING CONTRACTOR
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
SUBDIVISION:
PERMIT* # 9 7z>2
JOB
COST S. `7S
FEE $
STATE NO. Cd-e-
FEE $
FEE $
MECHANICAL CONTRACTOR FEE $
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS
FINISHED FLOOR
ELEVATION REQUIREMENTS
ARCHITECT1,11RAL APPROVAL DATE:
LOT NO.
BLOCK:
SECTION:
SQUARE FEET: QA 15
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT. EPI:
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE
d
1%.)
8
YANG ENTERPRISES, INC.
Engineering & Computer Services
August 5, 1997
City of Sanford
Building Department
P.O. Box 1788
Sanford, Florida 32772
Re: Shell Station, 2500 Park Drive, Sanford, Florida
To Whom It May Concern:
0 95 Mitchell Hammock Rd., Suite 201
Oviedo, FL 32765-4705
Phone (407) 365-7374
Fax (407) 365-2650
Please accept this letter as authorization for Michael Studney of Yang Enterprises, Inc., located at
95 E. Mitchell Hammock Road, Suite 201, Oviedo, Florida 32765-4705, to act as an agent for
Tyng-Lin Yang, CG-0058759, to apply for and/or pick up all necessary licenses or permits
including signs) and Notice of Commencements that may be necessary in the City of Sanford,
Florida, for the above referenced Shell station.
Sincerely,
t
typ( g-Lin ng, P , D., P.E. CG-0058759)
Yang Enterprises, Inc.
9
Dat ]
Sworn to and Subscribed before me, who is personally known or has produced identification
identification number
Notary, this 6-k day of '4u9us f 19q-7_ RALPH
THOMF3CIN t
t any State of Florins Ftzoc
My
Comm. Exp: 12108:9 k
NS Comm-7: CC335 1 a8 dj2ul' An/
NV1A1M/' Wei,' :l'• n r . NotaryPublic
A Total
Engineering and Computer Solution Company
TLts lnsu=enl Prepared Br.
Name AAIC,Hq"rl.
Addmus jai` N. Nl,1. lil IMrnlnrlC Ctn
BOOK IAL RECORDS
3218 1121
For C3crt't Only
CCERTIFIED PY
MARYANNF MORSE
CLERK OF CIRCUIT COURT
EMINOLE COUNTY. FLORIDA
Permit No.
STATE OF Florida ,
COUNTY OF Seminole
SEMINOLE CO. FIB
NOTICE OF COMMENCEMENT
OE;Q?Y CLERK
AUG
Tax Folio No.
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,
and in accordance with Chapter 713, Florida Statutes, the following information is provided in this
Notice of Commencement.
1. Description of property: (legal description of property, and street address if available)
2500 Park Drive, Sanford, FL 32772 (S-ee attached description)
2. General description of improvement:
Renovation of existing building with modification to the existing site
layout.
3. Owner information ,
a. Name and address: Shell Oil Company
5420BaYLCei t 2Drive, Suite 202 z
z, Tampa, F 333 o b.
Interest in property: co D oMm
c. Name and address of fee simple titleholder (if other than owner): cr (= (=
3 cp
Z=o 3
4Contractor: (name and address) Yangg Enterprises, Inc. 95
E. Mitchell1 Hammock Road, Suite 201 Oviedo,
FL 32765 S.
Surety a.
Name and address: W ;)
D co
M b.
Amount of bond $ a o o
M
I
o 6.
Lender: (name and address) R" M
T
7.
Persons within the State of Florida designated by Owner upon whom notices or other m documents
may be served as provided by Section 713.13(1)(a)7., Florida Statutes: name
and address) 8.
In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor'
s Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9.
Expiration date of notice of commencement (the expiration date is 1 year from the date of
recording unless a different date is specified) . Sworn
to and subscribed before me this
23 , ,( day of we Signature
of Not RALPH
THOMPSON JR a
NoterY_
stte of Florida Notary's Name Pubic - Ex :12roary.: Comm#:
CC3 b198 Notary'
s Commission'Expires: Signature
of Owner) Owner'
s Name P 1c-).-d [-e- Up u_e LN- Owner'
s Address 5420 Bay Center Drive Suite
202 Tampa,
FL 33622 I
Ne ALL
INFORMATION MUST BE TYPED OR PRIMED LEGIBLY TO COMPLY WnM RECORDING REQUIREMENTS.
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY - ADMIN.
P.. O. BOX 1788
SANFORD, FL 32772-1788
Co-Y rc.rc S 7c.?F
Project Name: CCvVfRS1'o- 7b f} —Date: -7/25/97
Owner/Contact Person:
Address: .2 Sc 09/?,'t Q/ .
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:
REVISED-3/20/96
Phone:
Ca-,7
7'0-79c = Sc7 F.v. GArt C/16Q;r
I`J 7i-d
SSV-1"R /',7A9c-7 Q = 1.2S J S
2 S 7`
o7e6 = 3•szs Name -
Signature - Date. 7/
2 5 /S -
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS t9,n ?wl, PERMIT NUMBER - o /(
Total Contract Price of Job $75, 000.00 Total Sq. Ft. 2-11 ci s
Describe Work CMIT renovation of a servi t-e station to a ronv ni ence stnra Type
of Construction CMU Flood Prone (YES) (NO) Number
of Stories 1 Number of Dwellings 1 Zoning GC-2 Occupancy:
Residential Commercial x Industrial LEGAL
DESCRIPTION (please attach printout from Seminole County) TAX
I.D. NUMBER 01-20-30-501-0100-0000 OWNER
Shell Oil Company PHONE NUMBER 813-282-4142 ADDRESS
5420 Bay Center Drive, Suite 202 CITY
Tampa STATE Florida ZIP 33622 TITLE
HOLDER (IF OTHER THAN OWNER) ADDRESS
CITY
BONDING
COMPANY ADDRESS
CITY
STATE
STATE
ZIP
ZIP
ARCHITECT
Yang Enterprises, Inc. ADDRESS
95 E. Mitchell Hammock Road, Suite 201 CITY
Oviedo STATE Florida ZIP 32765 MORTGAGE
LENDER ADDRESS
CITY
STATE ZIP CONTRACTOR
Yang Enterprises, InC. PHONE NUMBER 407-3firi-7374 ADDRESS
95 E. Mitchell Hammock Road, Suite 20gT. LICENSE NUMBERCG-0058759 CITY
Oviedo STATE Florida ZIP 32765 Application
is hereby made to obtain a permit to do the work and installations as indicated.
I certify that no work or installation has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for
ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'
S AFFIDAVIT: I certify that all the foregoing information is accurate and that all
work will be done in compliance with all applicable laws regulating construction and
zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON
THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED.
FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:
In addition to the requirements of this permit, there may be additional restrictions
applicable to this property that may be found in the public records of this
county, and there may be additional permits required from other governmental entities
such as water management districts, state agencies, or federal agencies. ACCEPTANCE
OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE
REQUIREMENTS OF F O N LAW, FS713. 3
ro Z n
bMD
N N O
rY Signatu
Owner A nt & Date i at of b.o trac or & Date 0 a r
to Jeffrey
Hodgki nGnn Tyng-T.i n Yang Z Type
or Print Owner/Agent Name Type or Print Contractor's Name o 3 x7
N 1 /
7 02b Signature
oe Not ry & Date ignature of N tary_ Date Q€
icial Seal) ofiicia^ Seal)N
J/i
RALPHTHOMPSONJRRA PH T NotarFOM O State
of Florida My
Comm. Exp: 12/08/9: Notary"
State of Florid RibMc
My Comm. Exp: 12h" p 10
Comm#:Z. CO`nmR: CC33'.. P-
4mc
4
c a
3 E
X z .
ri
H n .-
1 c
o N
O ro
W al 4-
1 N a 0
a> >. Z
w l4 Application
Approved BY: EDYnA "0 Dater ` &1 `% FEES:
Building 3 ' S.y0Ra on Police Fire Open Space
Road Impact Application tQ CID PERMIT VALIDATION:
CHECK CASH DATE BY T: w
ORIGINAL (BUILDING)
YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS APPLICATION
USED FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORD
FIRE DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-302-1091
DATE:-7/,::,;t6//90;7 PERMIT #:
BUSINESS NAME: C;
0
ADDRESS: Arid Dr '
PHONE NUMBER:
PLANS REVIEW
BURN PERMIT
TENT PERMIT
REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $
G
COMM NTS: f>
Im
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 San da.
x4j A AA
Applicants S natur
MEMORANDUM August 5, 1997
TO: Building Department P
L
A
FROM: Engineering & Planning Department ENGINEERING
N
SUBJECT: Building Permit Issuance
Engineering & Planning Department acknowledges approval of attached
development plan for: Shell Oil Station
Parcel I.D. 01 - 20 - 30 - 501 - 0100 - 0000
Received: Jun 24, 1997 Address: 2500 Park Drive, Sanford, Fl 32771 and
concur with Building Permit Issuance.
Site Plan approval by o P&Z
ministrative Official
other
Eng. Plan approval by KCity Manager
0 other
Condition of Approval:
App ve
Land Developni a Coordinator
D pprov d Pp
essional Engineer 1)
All construction must meet all City of Sanford Codes and Land development Regulations. 2)
Installation of sewer clean out at ROW. 3)
Dedication of 15' wide exclusive Utility Easement at 25th Street and Corner Clip Utility Easement.
4)
Required permits from FDOT must be obtained.
V _ NG ENTERPRISES, I,
Engineering and Computer Solutions
STRUCTURAL BUILDING CALCULATIONS
FOR SHELL STATION
C-STORE CONVERSION
Prepared for:
Shell Station, 2500 Park Drive, Sanford, Florida 32772
Prepared by
TYNG-LIN YANG, Ph.D., P.E.
P.E. #PE0027048
YANG ENTERPRISES, INC.
95 E. Mitchell Hammock Road, Suite 201
Oviedo, Florida 32765 (U.S.A.)
Phone # 407-365-7374 Fax # 407-365-2650
YEI Engineering & Computer Solution Company
f
TABLE OF:CONTENTS-
FOR
SHELL STATION
Wide flange Beam Design:...................................................................... SECTION 1
Loading.......................................................................................... page 1-1
Structural Analysis.......................................................................... page 1-2
page 1-3
BasePlate Design:................................................................................... SECTION 2
Loading and Design.........................................................................page 2-1
ColumnDesign:....................................................................................... SECTION 3
Loading and Design.........................................................................page 3-1
FootingDesign:........................................................................................ SECTION 4
Loading......................................................................................... page 4-1
OneWay Shear Design................................................................... page 4-2
PunchingShear Design................................................................... page 4-2
Footing Reinforcement Design ...................................................... page 4-3
Bolt Fastener Design for Column @ Footing: ........................................ SECTION 5
Design............................................................................................ page 5-1
Beam Design to Support Existing Joist to Remain: ............................... SECTION 6
Loading..........................................................................................page 6-1
UpliftAnalysis................................................................................ page 6-2
Fastener Design for suspended support ........................................... page 6-2
Beam Design to support existing beam ............................................ page 6-3
Weld Fastener Design for Ex. Beam ............................................... page 6-3
BEAM DESIGN
SECTION1.....
BEAM litsl(,ti Soo fA r- 1 21VC ,SAN1=o 2] To F 750 I
ExI%T
CMk
WALL
I
E 1ST
xa •
12>•y
4uc3a d
rsk
PLAN VIEW '
m
wilt
Q
w
r
r7
3 QQ
A
N
o LL
V
iIST.
lA
4L 1.S,4 y•'
Cry?. 2 pis.)
SECTIwi A -A
Li
r = q17. S' + Soo j 3 7S + ZLi o = 1.0 13 IL1 P/f-T
LDA1>10Or =
Ll PLY ROOF DSAI> qua C — IP.S 'F rL (30 FTXZ 97 S -'ItrT
LIVE LOAD ZD FT2(3o FZ2 = 3oo ZF7'
DEAD Ui 4D FROM TRESS 37.3 11FTS ( IS' F T)(O.Co7 FT) = 37s- #/T
DEAD LOAD I. - st/p-rz ( 30 FTA ) = Zl1 o ;7,,,"'F 7-
Pi z I.013 K/FT ( H. U FT) - 12,41 K
IZ = 1.013 Vr-re 9.5- Fr) = 9.1,Z Ic
M = U-3 IC C.67 FT) = y.ZZ. R- F T
SEAM ANAL`151 S ;
P Pz
I T
a
L I
17.i3'
Q
ONO'
iu w.3 s
N IY'.IWLL y
NNN T
avauon
aaaa+
MAU
3
Y OESI G- j :
PA = 4,ZZ + Zib( 18.E ') - (17, 33
A
Ra = !'1,8 KIPS
Fy: Q —iz,y -2.y1
ZA - Y0,07- KIP.5
Fy = 36 Ks
LL MS7 F
1MP( Sk Po T i
Try W IZ 1, yp S, = 51.9 1A3
GHEGK W/ DEAD ioAp F12OA& LHo-5EM 3EMA •
F z
P r
T M. T
RA
MA _—17--11(*6.3-r5—0.79(q.zs) — y.-zz t R(1s,$)
lza = IS.zZ KI aS
ZR - 12.y1 - 0.74 t 15-,ZZ - Q-4 1 = J
P-
A = )
0.31-A K1+'S
I
o.04 11c
p.oyo ART
a3 33a
wwco'
JiYl15W U
A0505$?
l' f = o.3i x - a0-40 (x - 6-37S) -y.LZ = o
M = 7E.K• F i
71.FT
5 r - 7.gS z - 39, NZ rPEG. - -
31, 7 C Sl,I USE w IZ. r yo
5 Er <
S froll o.K-
BASE PLATE DESIGN
SECTION 2-"'
To is 750onI ! M5F PLAT
ZSUO , r .i2
C
a'vv dbL•'
3 scaaa<
S c:iStc.
4aC8R .
8
Ilk
M
I
4"x4 l x K,," T.S.
K Tr y 8' .K 'g 6,43 E PL-A
LQAbjlJG
F,, - D.ZS C4c'= O.ZS C30c1o> = o.15 Ks I
p
Fb = Aiiw)ptaL— SEARU 1JG sTZES5 = 0,(o
c' = 3 KS I
t = TI+rcK J ESS
1= s.I Ic = 0•ti19
Z
r\ = g _ o.8el.) _ 0.e
Z.
Pb z9
us E $ X " A B19SE PLATE o. K . I
i Z-
COLUMN DESIGN
r`?SECTION:3
FOOTING DESIGN
SEC LION
a a
ROM -
NNN
aaa w
58 8
MERU
tSIG'L.J
MAX IMgtM Axl14L LOA 16.0H!I K S
APPP-ox IM4T-F FOoTIrJG- L-DJC H
A55VMF- 7-000 SF SOIL BF-AkIM C CAPA4r-1, /
L = /S. I K; 05 = 7,s . _ Z.7K FT
Z. o K FT 2
o TI-k/ 3 FT x 3 }-T x I F T S0U0% KF_ T;)oTIM&.
LDADIQ& POP, FooT IN C-
Pm„x = 13,JtiS Kl PS
SbIL (110 *GF)(Z FT)(3 FT)(3rT) _ /,18 ICIPS
L-,iT IM(- LOAD = <' ISn F>,r-P) 1-T)(j F1 (3 FT j = /.36 KIPS
SLAB LOAD = ISO PC.F)(.5 r=T)(SPT)l31:T) = 0-67.5 KIPS
RE- c r+FcK FOOTING- CAPAcI ry FWIZ 3Fr x3 Xr , 11-T
PT = 15" / + 1,9a a 113 S' + 0.1.75- = 19./os K IP-5
L = 11, Io5 Kit-5 _ 177Y 3. o F r
Z K/rTZ
A USE 3.0 F T x 3,0 FT x o a= T Foo T-1 nJ Cr FOP- L cs!G/1
H- I
Y IW WSi
W..IWJW
NNN
711e hi e7V
7AALii=
min
OfJE -VJAY SHEAR DE5/Gk1
ASSWAV -6 x S' BAS E- pLATf f = 3 k5 d "
Z'. /`i KIPS
d z z/, /y KIPS _ 2 3`i.. KIFrZ
3 Fr)
Z
U = t,d (G)(b) = 7.3L[ F $ K1 PS
V- = F.8 000) _ 31, ? # I rz
0.15 ( 3 i-T)( 0.L7)( I`H
Z. 300C = 105. S-1 #Ii=r z
35 , 8 _ < 109. sy
PuNcH ING- SAEAP- DES /G ti
bo = N ( y r ) = y (H + $) = Lq in
000) _ 3/,05- 4
vmov - Li300 0 = 2 5 `
3/.0- < Zl9
u
0.1C.
7u OJJ ' -S Pa2r v _ SNtv Z
FODT I "C- RE1 Nr-j9-c-EAAEiUT
aaws
is's333
HW W4„i.LW
NNN 7ISSa--iF
aaaa u
MK = z 1 6)(d Z) - -1( 197 .C3(oc i= z.5 >; Fr
R„= z.9Z ( IZ) = 0.o/
CO.- 3b)( a)
Z
pMr.x =
o.01
pia - o, oo: 7
As (1,cov. 'Zt Di = o. oo S 7 ; 3 co \ (1 \)' -:- I' 61-1 11,1 Z A5 (
Ptzcwi 5ED, r-Z = I, $ `l n Z
usE (
v It S ZEgIq-R EG)UP Lt_v s PAC U> FAcq wr4y
BOLT FASTENER DESIGN
FOR COLUMN ar, FOOTING
SECPION 5 ' ;: .
z3s33's
lto5
O
UU
CR
14
75DO0I 11-ASTF-tiJEIZ @- G L-5- IZSUJ Pf ZK 1 21Uc A VI•;2
I.
4
U5t y %
it A- 3z)7 i3oL S Fob 13vTif Cv lw Ns
EM3E McrJT 5.0 INTO iUctk) P06 IZ
i
BEAM DESIGN TO SUPPORT
EXISTING JOIST TO REMAIN
SECTION.6:
rNG- ico,< P
wa0D aS.AM\
EAIST, WOOD
8EA" TJ BE
i3's33
S M
Jar
Ll6-
NNNn
3 men
AAFTi
3
10 1- 10 it
0
1_0I I
SJuittG<N P11JE DF_i1151 i y = 379 Rr- , F
AQtA of: wApIN(-,
Ll P[_Y RooF LbAD1 N C : b ,5 I/FT Z ()o, s3 FT)
sELP wtlG-HT or 8tAFA : 37,3 PcF (o S Fr) (o.yc, r)
AD>TIoNAL i>EAD L0Ar)1UG . I G PS F ( Y0.83 F T) / 73. 3 3t".,IFT-
ADI >TIOMAL LIVE LOAb11JG- , ?.•.) pSF(Io.s3 FT) = zl7 *,,IFT
DEAD WAD FROM AJ4LE : ZS•7 */FT x Z. 51,y
I/T
pl-A 0 V I E L•J ; — M = SZ1. #
12.0
L I
106its"
PT = c'S.S"/FT is.3 Li
I
I
1DF) Y-' 75--buoi F-AST=t3bZ W -
LAPLI FT W i N D
Yi=LL Z) lff /DiV
LSOcD P 42 L jDP fv,
AV -EA FOIZ LAPuFT Loptb _ eiO.b3 FT-V FT) = kG.7 Fr7-
TOTAL 7EAib t_Oarp FOR tEA = 3.79tp r-IPS
rZ = O.00zS(a kZ h-V)Z
K, = 1•Z
I = I
ll)Z ' 37.12 P. 5 F. V= Ito P.S. F
F = 37.17PSF 11-7 Frz) = 3.Z KIPS
w It1p
3.1 IK 4/, 1 -7 1 IC . O,K.
FAS T E 0 E Z5 l4T 6 WS P Enl 0 F- b 5 4 PPO P- oN W I Z x y u
W Zr`io
A
W bKLS
a
S-1
f? — 3. l y.s t 0. = 3. t 7
P2= 0.oz (L4 = I oo
It
All
2 V4.
Zll tit
S Fr-r, () ti
161.1 I/13OLT
Z got-TS T,= Zlz)Zi ZC2.7S)
Z
TP = Z3. 15'
3l)l.T -- Fob A -307 %a GO L i
l SF- 4 S/S " A-3J7 13UL S
6 — 7
7/'t!:LL )1 r/ ice
Zsov PAeK DRIVE <AA)i- 2
NN
is
NNN VVyyG! WAY
fy1WLfL :I
Miff. :
3. 11 IC
L-o,4piiJCr = 3,17 KIP-5
w 4xZ5
A = 7.3H inZ
5 = 16 7 ins
3, / 7 (113 , 5 "
b
5
fi
16-7 7,3y
Fy = D.lo (Fy) = 0,(,
CKECIL WELD CoRl1JECTIoN
11
G.3a"
A 2.C6.3b).4
3 3
6.06 "
Zy,9'L SZ.3j
GHEct; W E
7
7-71.8 Sc"