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Home My WebLink About2500 French Ave (9)C�1 Abb CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit # : Date: o SAUG q Job Address: R r oc, X'-, e x� /� ✓� 20 9 Description of Work: ,ns I 11 Ta/l n,o ^_ tk ^-A-4- r,- Historic ,Historic District: Zoning: Value of Work: $ Z ?16 . Permit Type: Building )C Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: O/ - Q D - 3 O - S O y - 6? O d - oa-/ a (Attach Proof of Ownership & Legal Description) i � Owners Name & Address: _,✓ o -e 1 57,ti n 5 O e- bV o o c Som / ra s+ a 4/ a 3yo J e /r k if to; „4 y pc - le /,- 1, A- 3a k f Phone: Contractor Name & Address of;+i µ - sA=nc State License Number: C Sy 0 a o0 7 3 F Phone & Fax:,Y' 3- 4 99 - S -X ( <dJ Contact Person: (fi-k1_ 1 1S S m .'rte Phone: t6? -6 414 -3 id I Bonding Company: i✓/Q- Address: /V/4 - Mortgage Lender: �,//A Address: /`//4- Architec ngineer Al t S} II Phone: gy-6 3- G O 72dy S S _ te_ Address: _� Ud f 7< ,� h% tl�r/D / �ct��C �.t rr/ . 33 k 1 D Fax: 4 S-�_-O 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 aAcies, or federal agencies. AcceptanroTft,, verification that I will of the owner of the property of the Siiznatufe of Owner/AQ t Date Print Owner gent's Name J Signature of Notary -State of Florida U VU Tina L Duty My Commission DD1045og o/ rn xpires JHne Me or Owner/Agent rs Persona y o Produced ID Florida Lieri,Lavi,.Pff 3. S— Contractor/Agent Date Print Contrac /Agent's Nam �Xa Signature of Notary-State,of Florid Date �yrlP* Tina L Duffy MypCommissionn DDID45M Contractor/Agents �Perssonallly Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: N g' / '0 Utilities: FD: itial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: POWER OF ATTORNEY Date: ((""' / O - c, S do herby authorize , 's sr, h to pull the 5 5 r, permit for -e r-cA 4 Type of permit job address �,►�' Tina L Duffy My Commission DD104500 a ti Expires June 27 2006 (rsonally known to me or driv rs license # , State of Florida, County of on /O t-, day of u} ,2005. March 18, 2004 Letter of Authorization RE: BP Retail Facility 2500 and 2506 French Ave. South (AKA US Hwy 17-92) Sanford, FL 32773 To Whom It May Concern: Please be advised by this correspondence that BP Products North America, Inc. represented by Progressive Development Group, Inc., is authorized to fully permit, develop, and negotiate conditions for Conditional Use, and Platting of the above-named property. This property is leased to BP Products North America, Inc. for use as a convenience store an with I sales Signature: Noel Johnson Woodson Trust Company i ature: STATE OF FLORIDA ) COUNTY OF 0Mnge- ) L Sworn to and subscribed before me this / 1 day of GINkP. UMSq TM ,. !Ay Comm Eq. 90703 No. W 013I'08 003-198.00)LOA.KEH Woodson Trust Company 2923 Cove Trail Address Winter Park FL 32789 City State Zip Ho fG�' ADA2004. K,I.KG'n / 'tl �,Cl/" (SEAL) Notary Pubic, State of Florida 00_ P- lef&lcr Print, Type of Stamp Name of Notary Public Personally Known L'.-' or Type of Identification Produced My commission expires: 3/a7/V5 LETTER OF AUTHORIZATION RE: BP Connect Retail Facility 2500 and 2506 S. French Ave. Sanford, FL 32773 TO WHOM IT MAY CONCERN: BP Products North America, Inc. 1323 Bond Street, Suite 179 Naperville, IL 60563 (630) 388-4291 Please be advised by this correspondence that Proqressive Development Group, Inc. is authorized to act as Agent on behalf of BP Products North America, Inc. for the purpose of making application for permits and negotiating conditions for the ab ve referenced project. AuTFiorized Signafurd: Dave Ritter berry Real Estate. Project Manager BP Products North America, Inc. Company Name 1113 Murfreesboro Road Suite 106, PMB 402 Address Franklin, TN 37064 City State Zip STATE OF FLORIDA COUNTY OF HILLSBOROUGH Sworn to and subscribed before me this17 18 day of March AD, 2004. �X (SEAL) �,NY PpB(/c KATHRYN A. FAEDO N A Publi , Sta of Florida * MY COMMISSION k DD 023899 * EXPIRES: September 3, 2005 �r,TFOF 110'�:Oc Bonded Thru Budget Notary &eN'kes 003-198.00}B P LOA. P DG Kathrvn A. Faedo Print, Type of Stamp Name of Notary Public Personally Known X or Type of Identification Produced My commission expires: 09/03/05 LEGAL DESCRIPTION Begin at the point of intersection of the South right—of—way line of Grand Highway (Hull Street per Plat Book 3, Page 61, Public Records of Lake County, Florida) with the West right—of—way line of United States Highway Number 27, (State Road Number 25) and run Southerly along the right—of— way line of United States Highway Number 27 to a point 316 feet South of the center line of said Grand Highway, thence West to a point on the West line of Lot 1, Block G, according to the MAP OF THE TOWN SITE OF CLERMONT, recorded in Plat Book 3, Page 5, Public Records of Lake County, Florida, 310 feet. South of the center line of said Grand Highway; thence North along the West line of said Lot 1, Block G, to the South right—of—way line of Grand Highway; thence East along said right—of—way line to the POINT OF BEGINNING. LESS Lot 1, 2 and 3, SUNSET VILLAS, according to the plat thereof, as recorded in Plat Book 37, Page 46, Public Records of Lake County, Florida. F 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 :1.:" ETAIi., s-12 a 93 16 11 3.0 31 17 J41- a1iDAVID [14 JOHNSON, CFA, ASA 1fl.0000-0000 1 18.0i; lg 2.0]PROPERTY) <a. 4.0 .. . APPRAISER s� }d �� 3,� . 1 1'� 1'07 1� 1.0 19A� w. SI_MINOLE COUNTY FL, 21.0 13.0 I I t 11P,�110 14 d a 24 j 1101 E. FIRST 1- saltFOR o, FL 32771-74b8 td �j 1 0 1 $ 35 15.0 '� 2 s.. 407-665-7506 T `,a 13 .� 1 t1211I y ?CSSd tt 9 1uL,r�. -29- i 1.0 10.0 F2u 3t 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 01-20-30-504-0900- Tax District: S4-SANFORD- 0010 17-92 REDVDST Number of Buildings: 2 WOODSON NOEL Depreciated Bldg Value: $293,212 Owner: J & CARR SLOAN Exemptions: Depreciated EXFT Value: $12,684 & Land Value (Market): $210,365 Own/Addr: WOODSON DENNIS M II CO -TR Land Value Ag: $0 Address: 2923 COVE TRL Just/Market Value: $516,261 City,State,ZipCode: WINTER PARK FL 32789 Assessed Value (SOH): $516,261 Property Address: 2500 FRENCH AVE S Exempt Value: $0 (Facility Name: Taxable Value: $516,261 Dor: 11 -STORES GENERAL -ONE S Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp TRUSTEE DEED 05/1994 02788 0936 $100 Improved 2004 Tax Bill Amount: $5,087 WARRANTY DEED 12/1986 01882 0927 $200,600 Improved 2004 Taxable Value: $248,199 DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 01/1974 01031 0698 $50,000 Improved ASSESSMENTS Find Sales within this DOR Code LEGAL DESCRIPTION PLAT LAND ALL OF LOTS 1 THRU 10 & 9A & 35 & LOTS Land Assess Land Unit Land Frontage Depth 11 & 34 E OF VACD ALLEY & VACD ST & Method Units Price Value VACD ALLEY ADJ (LESS RD) SQUARE FEET 0 0 42,073 5.00 $210,365 BILK 9 DREAMWOLD PB 3 PG 90 BUILDING INFORMATION 131d Year Gross Bid Est. Cost Bid Class Bit Fixtures SF Stories Ext Wall Value New Num 1 MASONRY 1960 8 5,206 1 CONCRETE BLOCK - $170,149 $237,971 P I LAS MASONRY Subsection / Sgft OPEN PORCH FINISHED / 1097 2 MASONRY 1966 4 2,757 I CONCRETE BLOCK - $123,063 $220,740 PILAS MASONRY Subsection / Sgft CANOPY/69 Subsection / Sgft OPEN PORCH FINISHED / 30 Subsection / Sgft OPEN PORCH FINISHED/ 40 Subsection / Sgft CANOPY/36 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New COMMERCIAL ASPHALT DR 2 IN 1988 16,143 $7,704 $13,399 POLE LIGHT ALUMINUM 1988 2 $420 $420 COMMERCIAL ASPHALT DR 2 IN 1979 13,736 $4,560 $11,401 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. '** If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. htti)://www.sct)afl.orv-/i)ls/web/re web.seminole county title?parcel=01203050409000010&c... 8/9/05 BP !Monument Sign 2500 French Ave. in Sanford August 10, 2005 PERMI PLANS _ t c .. ! _ 'r '5Lml It k WIND DESIGN CRITERIA WIND VELOCITY 120 MPH. IMPORTANCE FACTOR 1 " EXPOSURE CATEGORY B ' INTERNAL PRESSURE COEF. f0 COMPONENT/CLADDING PRESS. 28.58 PSF FORCE COEFFICIENT 1 WIND LOAD AREA 65 SF SIGN WEIGHT N/A Monument Scale: 1/2" =1'-0" 0 3' x 3' x 3' Concrete Base — 13 3/8" - ['7 co co co --A C Plate Detail Scale: V =1'-0" ;:' Wild Bean Cafe hp C9 bo (ngugair ALL CONSTRUCTION PIANS SHALL V CONFORM TO THE LATEST EDITION co T OF THE FCA 9LDG. AND NEC CODE. 3'-0" r I HEREbv, CERTIFY THAT THIS SIGN MEETS THE'120.MPH WIND LOAD REQ. r OF THE 1 LOR A ILDING CODE. n (4) 5/8" Bolts �1 1/2" Thick A36 Steel Plate STITZEL ENGINEERING & CONST., INC. O 317 W. HIGHLAND DR. #101 11 LAKELAND, FL 33813 2" Dia. Wire Hole (centered) See Plate Detail 6" Square Steel AUO -1 0 2005 Tube Support i W oL it tO Monument Scale: 1/2" =1'-0" 0 3' x 3' x 3' Concrete Base — 13 3/8" - ['7 co co co --A C Plate Detail Scale: V =1'-0" ;:' tr oo-F-i n g� bo 3' o C4 +V) ALL CONSTRUCTION PIANS SHALL V CONFORM TO THE LATEST EDITION co T OF THE FCA 9LDG. AND NEC CODE. 3'-0" r I HEREbv, CERTIFY THAT THIS SIGN MEETS THE'120.MPH WIND LOAD REQ. r OF THE 1 LOR A ILDING CODE. n (4) 5/8" Bolts A STITZEL, P.E. #50658 QB8683 1/2" Thick A36 Steel Plate STITZEL ENGINEERING & CONST., INC. O 317 W. HIGHLAND DR. #101 LAKELAND, FL 33813 2" Dia. Wire Hole (centered) PHONE (863)607-4455 AUO -1 0 2005 ;:' tr oo-F-i n g� 3'-ci' �,.�id�•i �- 3' o C4 +V) ALL CONSTRUCTION PIANS SHALL CONFORM TO THE LATEST EDITION OF THE FCA 9LDG. AND NEC CODE. 3'-0" I HEREbv, CERTIFY THAT THIS SIGN MEETS THE'120.MPH WIND LOAD REQ. OF THE 1 LOR A ILDING CODE. (4) 3/4" Dia. Bolt Holes (4) 5/8" Bolts A STITZEL, P.E. #50658 QB8683 1/2" Thick A36 Steel Plate STITZEL ENGINEERING & CONST., INC. 317 W. HIGHLAND DR. #101 LAKELAND, FL 33813 2" Dia. Wire Hole (centered) PHONE (863)607-4455 AUO -1 0 2005 CALCULATED WIND LOAD 28.58 P.S.F. (CALC) CALCUALTIONS: OVERTURNING MOMENT: 11,220.51 FT. -LBS. RESISTING MOMENT: 19,845.00 FT: LBS. COMPUTED BENDING STRESS: NO. OF 8 LTS OLE POLE SIGN CALCULATION 18" IMBEND MIN OW. O C. PULL OUT LBS 3 ,482.48 3 482.4 32482. 32 82. 8 32, 8 .48 32,482.48 JOB NAME: BP MONUMENT SIGN USE CHECKED OPTION BELOW I ADDRESS: 2500 French Avenue in Sanford 0.00 0.0 ,476.93 5,83 .18 0.00 0.00 ,476.93 5,8 .18 0.0 0.00 2,476.93 58 3.18 0. 0 0.001 2,476.93 5,833.18 INPUT DATA A572 (50) 33,000 P.S.I. Z OST HEIGHT TO SIGN CENTER: 4: FEET SIGN AREA: 65S.F. FOUNDATION WIDTH 3 FEET % / PEPTH FOUNDATION LENGTH FOUNDATION DEPTH: 3 FEET 3 FEET SOIL BEARING: 1500 P.S.F. ENGTH FLORIDA BUILDING CODE 2001 INPUT IDTH *Use total face length DESIGN WIND SPEED PER FIG. 1606 120 for multiple footings. IMPORTANCE FACTOR TABLE 1606 1 HEIGHT & EXPOSURE COEF 'TABLE 1606.2D 1 EXPOSURE CATEGORY B 28:58"'PSF TABLE 1606.2B WIND PRESSURE CALCULATED WIND LOAD 28.58 P.S.F. (CALC) CALCUALTIONS: OVERTURNING MOMENT: 11,220.51 FT. -LBS. RESISTING MOMENT: 19,845.00 FT: LBS. COMPUTED BENDING STRESS: NO. OF 8 LTS OLE 8,426.86 P.S.I. 18" IMBEND MIN OW. O C. PULL OUT LBS 3 ,482.48 3 482.4 32482. 32 82. 8 32, 8 .48 32,482.48 ALLOWABLE BENDING STRESS: Steel Type A36 24,000 P.S.I. USE CHECKED OPTION BELOW MIN. POLE UNLESS OTHERWISE IMBEDMENT 8' NOTED, ADD 245 EBARS FROM BOTTOM 4" LONG THRU POLE IFOOTING IN CONC. A441 (46) 30,400 P.S.I. 0.00 0.0 ,476.93 5,83 .18 0.00 0.00 ,476.93 5,8 .18 0.0 0.00 2,476.93 58 3.18 0. 0 0.001 2,476.93 5,833.18 POLE IN SLAB ALT. A572 (50) 33,000 P.S.I. A307 GRD BOLT ALL ABLE BOL L AD ANCHOR BOLTS LT. 0.5 IN 0.75 1 1 1 1.25 1 1.5 N 75 IN NO. OF 8 LTS ALLOW ALLOW 18" IMBEND MIN OW. O C. PULL OUT LBS 3 ,482.48 3 482.4 32482. 32 82. 8 32, 8 .48 32,482.48 T N ON SHEAR TENSION S EAR PLATE S LB LBS L 0.00 0. 0 2, 6.93 5,833. 0.00 0. 2' 76.93 5,833 8 0.00 0.0 ,476.93 5,83 .18 0.00 0.00 ,476.93 5,8 .18 0.0 0.00 2,476.93 58 3.18 0. 0 0.001 2,476.93 5,833.18 Art Stitzel, P.E. #50658 QB8683 Stitzel Engineering & Construction, Inc. 317 W. Highland Dr. #101 Lakeland, FL 33813 Phone (863)6074455 AUG 1 ' 0 2005