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HomeMy WebLinkAbout2500 French Ave (7)s f CITY OF SANFORD PERMIT APPLICATIO'V i Permit # : Date: ;F -J,4 5 REG LVED Job Address: �L Se, 0 41,--, 4.-t_. Description of Work: r`s 4-a (AUG1 2005 Historic District: Zoning: Value of Work: S Permit Type: Building -,X-- Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service.- # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: I # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ©% - o2 O - 36- 570,V- D i G o - Oa/y (Attach Proof of Ownership & Legal Description) Owners Name & Address: Alo e J o i.r, S o r- Uwe on F ! +/` St a 16-13 Co ✓e % ro.+ ,� "r.Jtr P,J YL • 3 a70 ,t Phone: Contractor Name & Address: _g - e$A a `• a i�S�C . La[Le�i� _ �L - 3 I State License Number: G3 0 0 0 00 % Phone & Fax: iitG -Com.N I1— 3SAI L4N-3Sd4 Contact Person: G�v+ 'S 7 1 ff Phone:/ 3-G Syyi' d1 Bonding Company: Address: ot-IIA- Mortgage Lender: /V/4 Address: /V/I+ Architec Phone: YoG loD %-1/r/ 5-3— 5-SAddress: Address:317 W . H.'*k Or. Fax: 86 3 " 607 - yfSO 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 maybe additional restrictions applicable to this property that maybe 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 agenAe, or federal agencies. Acceptance of pe verification hat I will th o er of the property of the ignature o Owner/Agent Date Print Owner/ ent's Name Signature of Notary -State of Florida Date �OF Y.& Tina L Duffy My Commission DDpp1g04509 Owner/Agentis". ersonauy nownto Me or Produced ID Lien Date Print C ntrac r/Agent's Name Signature of -S elida Date My Commission DDID45M ?a M1/ Expires June 27 2008 Contractor/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: , Zoning: 9 17.4Utilities: (Initial & Date) (Initial & Date) Special Conditions: FD: (Initial & Date) (Initial & Date) 19P ?ower ( 2 W( td Se-czA> ( 3 wall si9rts I QI L o C0. iAw-r .� �O✓ n t 6 G S tY 6 H 1C./ (d.i-` J e. 19P ?ower ( 2 W( td Se-czA> Date: r /D — D S t POWER OF ATTORNEY do herby authorize to pull the S,�s, permit for e2 Sv a `r e�. �.h. ► . Type of permit job address �,ry� r P-4 Tina L Duffy My Commission DDID4509 Notary �Y Expires June 27 2006 ersonally kno�to me or drivers license # , State of Florida, County of on ) 6 d day of us4- , 206:5. March 18, 2004 Letter of Authorization RE: BP Retail Facility 2500 and 2506 French Ave. South (AKA US Hwy 17-92) Sanford, FIL 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 wi*1salesj,. Signature: Noel Johnson Woodson Trust Company rk ::�)a�ture: Woodson Trust Company 2923 Cove Trail Address Winter Park FL 32789 City State Zip STATE OF FLORIDA ) COUNTY OF 00noe- ) �i�L Sworn to and subscribed before me this / 1 day of r-lQ fes' ' AD 004. (SEAL) Notary Pubic, State -of Floriidd';a jjjOIN&P. LEMASTER L/'� h Cc, P & f 5/rr MY Comm OP. Print, Type of Stamp Name of Notary Public ft. W0131108 1 Otlrr t.0. ' 003-198.00)LOA.KEH Personally Known t� or Type of Identification Produced My commission expires: 3�a7�c�j 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 Progressive 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 th ve referenced project. �/Cuu Au orized Signa(uref. 15ave Ritte 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 this 18 day of M a och AD, 2004. (SEAL) p1Pw. PSB(/ KATHRYN A. FAEDO N t Publi , Sta of Florida 2' c * MY COMMISSION # DD Mao - EXPIRES: September 3, 2005 IrgTFOF gyp, Bonded Thru Budget Notary Services 003-198.00}BPLOA. PDG Kathryn 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. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 ' -12 a '13 16 '`' ' 136.0 17 � t; 37.0 i DAVID JOHNSON, CFA, ASA •5 19 16.0 a f: 0 1' 1 44 138.0 J :j 15 19.0 I til :4 000a-0oao , 1a.o t 1a PROPERTY 2,,iLL 144.0 24 ' -. . APPRAISER zi.A2n 0 1.0,4 :1 SEMINOLE COUNTY FL. „1A 21.019AF� 13.0 10 1101E. FIRST sT J s SAMFORD, FL32771-14685 407-665-75 1 L 1.0 _4 .0-'�-19� 11.0L lA J 0.0`' - ra 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 01-20-30-504-0900 S4-SANFORD- Parcel Id: 0010 Tax District: 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/Addy: 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 WARRANTY DEED 01/1974 01031 0698 $50,000 Improved DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Sales within this DOR Code LAND LEGAL DESCRIPTION PLAT 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 BLK 9 DREAMWOLD PB 3 PG 90 BUILDING INFORMATION Bid Year Gross Bid Est. Cost Bid Class Fixtures Stories Ext Wall Num Bit SF Value New 1 MASONRY 1960 8 5,206 1 CONCRETE BLOCK - $170,149 $237,971 PILAS MASONRY Subsection / Sgft OPEN PORCH FINISHED / 1097 2 MASONRY 1966 4 2,757 ; 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 year's property tax will be based on Just/Maiket value. http://www.scpafl.org/pls/web/re_web.seminole_county_iitle?parcel=0120305040900001 ti&c... 8/9/05 WILD BEAN CAFE (BP) VARIOUS LOCATIONS Revised - September 9, 2004 CONNECTOR OPTIONS (4) 318" x 5" SLEEVE ANCHORS OR (4) 114" x 1.75" TAPCONS OR 0q) #14 x 1.5" SCREWS OR (4) 318" ALL THREAD WIND DESIGN CRITERIA WIND VELOCITY 120 MPH IMPORTANCE FACTOR 1 EXPOSURE CATEGORY B INTERNAL PRESSURE COEF. t0 COMPONENT/CLADDING PRESS. 30.54 FORCE COEFFICIENT 1 WIND LOAD AREA 38 SF SIGN WEIGHT 30 LBS Derohnfor 17' n FRONT YIEW 3/8" x!5" Sleeve Anchors 1/4" x 1-3/4" Tapcons w #14 x 1-1/2" Screws • s 3/8" All -Thread 0 • CONNECTOR MOUNTING CHART :VIEWFn p � 9�EMAlISS�¢RI--►IIS-T-.I IFICE 17' SIDE VIEVY -WTION A -A AES_ CONSTRUCTION PLANS SHALL CONFORlq TO THE: LATEST EDITION OF THE FLA. BLDG. AND NEC CODE. I HEREBY CERTIFY THAT THIS SIGN MEETS THE 120 MPH WIND LOAD REQ. OF THEWILOR; B ILDING CODE. ART STIT EL, .E. #50658 OBB683 STITZEL ENGINEERING & CONST., INC. 317 W. HIGHLAND DR. #101 LAKELAND, FL 33813 PHONE (863)607-4455 SEP 0 9 2004 JOB NAME: WILD BEAN CAFE (BP) LOCATION: VARIOUS LOCATIONS INPUT DATA HEIGHT TO SIGN CENTER: SIGN AREA: mei il, un FLORIDA BUILDING CODE 2001 DESIGN WIND SPEED PER FIG. 1606 IMPORTANCE FACTOR TABLE 1606 HEIGHT & EXPOSURE COEF TABEL 1606.2D EXPOSURE CATEGORY SUCTION WIND PRESSURE CALCULATED SUCTION WIND LOAD WALL MOUNT SIGN REVISED 9-9-04 S INPUT 120 MPH _1 B 30.54 PSF (PER TABLE 1606.213) 1160.52 LBS Please note the minimum number of bolts, required for each connector listed above; (Y-hpt�`> Art Stitzel, O.E. #50658 QB8683 Stitzel Engineering & Construction, Inc. 317 W. Highland Dr. #101 Lakeland, FL 33813 Phone (863) 607-4455 SEP 0 9.2004 rastener Joao ratings uesl n values FASTENERS SHEAR lbs TENSION No. of lbs bolts Max allow tension lbs Max allow. shear lbs Req- Req. shear tension 1/4" SLEEVE ANCHORS 1.5" EMBED. into conc. 690 640 __ _ .. 0 0 30 1160.52 1/2" SLEEVE ANCHORS 6" LONG into conc. 5000 3000 0 0 30 1160.52 3/8" SLEEVE ANCHORS 6" LONG into conc. 4300 3000 0 0 30 1160.52 3/8" SLEEVE ANCHORS 5" LONG into cont. 3793 2314 4; 9256 15172 30 1160.5 3/8" SLEEVE ANCHORS 3" LONG into conc. 3793 2300 0 0 30 1160.52 3/8" X 3" LAG BOLT into wood 330 173 0 0 30 1160.52 1/4" X 1.75" TAPCONS into conc. 1058 615 4 2460 4232 30 1160.5 1/4" X 3" TAPCONS into conc. 1058 984 0 0 30 1160.52 #10 X 1" TECK SCREWS into metal 80 60 0 0 30 1160.52 #10 SHEET METAL SCREW into metal 105 61 0 0 30 1160.52 #12 SHEET METAL SCREW into metal/wood 150 80 0 0 30 1160.52 #12 SCREWS into wood or metal 730 320 0 0 30 1160.52 #12 X 1.5" SCREWS into aluminum 153 109 0 0 30 1160.52 #14 X 1" TECK SCREW into metal 143 82 _ ,;`, 0 0 30 1160.52 #14 x 1.5" SCREWS into metal 300 170 0 0 30 1160.52 #14 X 1.5" SCREWS into wood 175 90 14 1260 2450 30 1160.5 #20 X 1.5" TECK SCREWS into aluminum 930 346 ,. ,` .:. 0 0 30 1160.52 '/" BOLTS WITH NUTS & WASHERS 1900 1800 0 0 30 1160.52 1/4" TOGGLE BOLTS into plywood 445 420 _.. 1 0 0 30 1160.52 3/8" TOGGLE BOLTS into 1/2" plywood 500 450 0 0 30 1160.52 5/16" TOGGLE BOLTS into %' plywood 450 320 0 0 30 1160.52 3/8" ALL THREAD - NUTS BOTH SIDES & 12901 970 4. 38801 51601 30 1160.5 2" DIAMETER WASHERS into conc/wood 1/2" ALL THREAD - NUTS BOTH SIDES & 25001 1400 01 01 30 1160.52 2' DIAMETER WASHERS- Into conc/woo 3/16" x 3" ALUM. STUD W/ SIL. RUB. in conc. 100 50 0 0 30 1160.52 #10 ALL THREAD X 2" LONG into wood 175 125 0 0 30 1160.52 3/16" x 4" EMBED. STUD W/ SIL. RUBBER 100 80 , 0 0 30 1160.52 1/4" DIA. ALL THREAD into conc/wood 413 290 0 0 30 1160.52 3/16" THREADED STUD SECURED INTO 30 0 0 30 1160.52 WALL WITH SILICONE _1001 Please note the minimum number of bolts, required for each connector listed above; (Y-hpt�`> Art Stitzel, O.E. #50658 QB8683 Stitzel Engineering & Construction, Inc. 317 W. Highland Dr. #101 Lakeland, FL 33813 Phone (863) 607-4455 SEP 0 9.2004 BP TOWER SIGN (5`-6") V \RIOC.IS LOCATIONS Revised - September 9, 2004 (q) .136 »29 DRILL POLES FOR 1/0" ALUMINUM POP RIVET 3/4' TPICK BLACK ELECTRICAL TAPE ALL AROUND TPE EDGE OF LIP. RETURN LIP TORE WELDED AND SEALED WITFI SILICONE TO ALUM. BACKING WIND DESIGN CRITERIA WIND VELOCITY 120 MPH IMPORTANCE FACTOR 1 ' EXPOSURE CATEGORY B INTERNAL PRESSURE COEF. ±0 COMPONENT/CLADDING PRESS. 31.99 SF FORCE COEFFICIENT 1 WIND LOAD AREA 24 SF SIGN WEIGHT 50 LBS 01/4'MOUFJTIN4 j POLES 00) R7j" ab -SZ x 9/4' PAN NERD SCREW LOCATION (3) .069 ALUMINUM BACKING FRONT VIEW rr 2O J VERTICAL ALIGNMENT p WITN PELIOS� JTAL ALIGNMENT rLIOS BP YELLOW, NSLVCENT SP LIGPT GREHN, ISLUCENT 11 EVA7ION C.04 BP GREEN, TRANSLUCENT rE, CENT 00 ) # 14 -AL!, REAP MIN, R 0'-2 9/4" F'Ro-E)4 7F SIGN ALL CONSTRUCTION PUahS SHALL COW:OP,,M -,,-o THE LATEST EDITION OF THE Fls?. SLDG. AND NEC CODE. I HEREBY C-ERTIFY THAT THIS SIGN MEETS THE 120 MPH WIND LOAD REQ. OF THE 2001 FLORIDA BUILD!f4G CODE. ART STITeZEL, P.E. #50658 QB8683 STITZEL ENGINEERING & CONST., INC. 317 W. HIGHLAND DR. #101 LAKELAND, F1 33813 PHONE (863)607-4455 1 SEP 0 9 2004 ,JOB NAME: BP TOWER SIGN (5'-6") LOCATION: VARIOUS LOCATIONS INPUT DATA HEIGHT TO SIGN CENTER: SIGN AREA: SIGN WEIGHT FLORIDA BUILDING CODE 2001 DESIGN WIND SPEED PER FIG. 1606 IMPORTANCE FACTOR TABLE 1606 HEIGHT & EXPOSURE COEF TABEL 1606.2D EXPOSURE CATEGORY SUCTION WIND PRESSURE CALCULATED SUCTION WIND LOAD WALL MOUNT SIGN REVISED 9-9-04 S.F. LBS �= 31:99 PSF (PER TABLE 16062B) 767.76 1 LBS Please note the minimum number of bolts required for each connector listed above. Art Stitzel, PAH. #50658 QB8683 Stitzel Engineering & Construction, Inc. 317 W. Highland Dr. #101 Lakeland, FL 33813 Phone (863) 607-4455 EF 0 9 2004 Fastener load ratings Design Values FASTENERS SHEAR TENSION Ibs) (Ibs) Max allow No. of tension lbs bolts Max allow. shear lbs Req. shear Req. tension 1/4" SLEEVE ANCHORS 1.5" EMBED. into conc. 690 640.0 0 50 767.76 1/2" SLEEVE ANCHORS 6" LONG into conc. 5000 3000 0 0 50 767.76 3/8" SLEEVE ANCHORS 6" LONG into conc. 4300 3000 ` 0 0 50 767.76 3/8" SLEEVE ANCHORS 4" LONG into conc. 3793 2314 0 0 50 767.76 3/8" SLEEVE ANCHORS 3" LONG into conc. 3793 2300 - 0 0 50 767.76 3/8" X 3" LAG BOLT into wood 330 173 0 0 50 767.76 1/4" X 1.75" TAPCONS into conc. 1058 615 0 0 50 767.76 1/4" X 3" TAPCONS into conc. 1058 984' 0 0 50 767.76 #10 X 1" TECK SCREWS into metal 80 60 0 0 50 767.76 #10 SHEET METAL SCREW into metal 105 61' 0 0 50 767.76 #12 SHEET METAL SCREW into metal/wood 150 80 ` 0 0 50 767.76 #12 SCREWS into wood or metal 730 320 0 0 50 767.76 #12 X 1.5". SCREWS into aluminum 153 109 ` 0 0 50 767.76 #14 X 1" TECK SCREW into metal 143 82 10`' 820 1430 50 767.76 #14 x 1.5" SCREWS into metal 300 170 < 0 0 50 767.76 #14 X 1.5" SCREWS into wood 175 90 0 0 50 767.76 #20 X 1.5" TECK SCREWS into aluminum 930 346 0 0 50 767.76 %" BOLTS WITH NUTS & WASHERS 1900 1800 " 0 0 50 767.76 1/4" TOGGLE BOLTS into plywood 445 420 0 0 50 767.76 3/8" TOGGLE BOLTS into 1/2" plywood 500 450. 0 0 50 767.76 5/16" TOGGLE BOLTS into'/" plywood 4501 320 0 0 50 767.76 3/8" ALL THREAD -NUTS BOTH SIDES & 12901 970 ..............:..... 0 0 50 767.76 2" DIAMETER WASHERS into conc/wood 1/2" ALL THREAD - NUTS BOTH SIDES & 25001 1400: 01 01 501 767.76 2" DIAMETER WASHERS into conc/woo 3/16" x 3" ALUM. STUD W/ SIL. RUB. in conc. 100 50 ' , 0 0 50 767.76 #10 ALL THREAD X 2" LONG into wood 175 125 0 0 50 767.76 3/16" x 4" EMBED. STUD W/ SIL. RUBBER ' 1'00, :, 80 0 0 50 767.76 1/4" DIA. ALL THREAD into conc/wood -,-41.3-, 290 0 0 50 767.76 3/16" THREADED STUD SECURED INTO lm 1-00 , ` . 30 01 01 501 767.76 WALL WITH SILICONE Please note the minimum number of bolts required for each connector listed above. Art Stitzel, PAH. #50658 QB8683 Stitzel Engineering & Construction, Inc. 317 W. Highland Dr. #101 Lakeland, FL 33813 Phone (863) 607-4455 EF 0 9 2004