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Home My WebLink About2939 S Orlando Dr (2)CITY OF SMWORD PERMIT APPLICATION Application #: 0-7 - J0$1 Submittal Date: _(� /c)r/"- 7 Job Address: D - 15ci S . l J d I` wri�i )� ? .1 it l b` Value of Work: $ : "LD -w Parcel ID:l7�' '_cJ�a-�(�CX�_-_ C �'(� _ Zoning: Historic District: J ` XI�L�JrYY� ' Description of Work: C� -t6 - i �' uare Footage: ..........................1.................................................................. ........................ Permit Type: Building 53"' Electrical I. Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ 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 ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial Lel/ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ...........................................................................................t.............................. Property Owner:9- 1 `'e -up' . 7.f10__ Contractor:,,in-1 k�r) 9\, I11� Address:l"��o ,("�' �C,l Address: y F l- �� 1� 11( 1�� ,-),h - Phone:c�S - �Ly E-mail: Phone, 1— State License Number:p_'Z_)Oca�130p) Bonding Company: Address: Architect/Engineer: Address: Mortgage Lender: Address: -,Z -Phone: Fax: Plan Review Contact Person: Phone: Fax: E-mail: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: hi 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 tMairements of lorida Lien Law, FS 713. Signatu er/Agent Date Sign litractor/Agent to Print OwnerfAgeks Name Print Contractor gent's Name Si ature of Notary -State of Florida Date Notary Public State of Florida Natalie Lee Steele -Torres d My Commission DD495642 a cF Expires 1210112009 Owner/ _ Produced ID nMTffTlTT1T7_ APPROVALS: ZONING: ��'� 1 -7 7 UTIL: FD: of Notary -State of Florida Date Notary Public State of Florida Natalie Lee Steele -Torres - My Commission DD495642 a ^P_ / Emires 12/01/2009 Produced ID ENG: BLDG- l� _&117 Special Conditions: nn Rev 07.07G� t CIMo, ay tYD� c�' a rCvx awe/�Peor Ce (��5 0 i 7 Eleven, Inc EV Florida Division Office 1300 Lee Rd. ELEVEn Orlando, FL 32810 ■® (407) 295-3076 LETTER OF AUTHORIZATION and AGENT ASSIGNMENT 7/16/07 To Whom It May Concern: 7 -Eleven, Inc., formerly known as The Southland Corporation, hereby issues this document to empower Gregory Yoder, the Qualifier of Jayco Signs, Inc. as an Agent of 7 -Eleven, Inc. Furthermore, 7 -Eleven, Inc. authorizes Gregory Yoder Qualifier of Jayco Signs, Inc. to sign, on my behalf, as Agent of Owner for the application of re-imaging our 7 -Eleven convenience stores and gasoline stations throughout the State of Florida. This letter is also Authorizes our contractor, Jayco Signs, Inc. to apply for permits and to sign the permit applications for the specific site address shown below. The scope of work is specific to the site, but may include, but not limited to the re-image from the Citgo logo to the 7 -Eleven logo/colors on any Canopy Signs and/or Striping, Main Identification Ground Sign and Gasoline Dispenser graphics. Please reference applications for specific work to be done. 7 -ELEVEN, INC. Facility # /Address: Site 32869 located at 2939 S ORLANDO DR (AIRPORT BLVD), SANFORD, FL Issued By (name / title): Signature: STATE OF f-",eTZA COUNTY OF Q QZVNN C S SID BROCKMAN DIVISION VICE PRESIDENT NOTARY ACKNOWLEDGEMENT This is to certify that on this 3¢D day of PUCnL.Si , 2007, before me, the undersigned, a Notary Public in and for the state of Florida, duly commissioned and sworn, personally appeared, SSD ?R-cxV*-MAN , the'DtvTSzbN VTcj-: ?2.EWDrar-T- , of 7 -Eleven, Inc., and as such has authority as the"-'0m,u-tSto7N \Jrs- - P2SSxgsN-, of 7 -Eleven to sign such Letter of Authorization and that they acknowledge to me that they executed the foregoing instrument freely and voluntarily. In witness hereof, I have hereunto set my hand and affixed my official seal, the day and year first written above. 1 � w Notary Public f Stamp 1 $ No::ary Public State of Florida My Commission Expires: O$ jZbI xZ10 OesreJWilliarns . �01 CPQ. M (;ommission DD566564 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 http://www.scpafl.org/web/re—web.seminole—count"itle?PARCEL=01 2030512000003 6... 6/28/2007 DAvn) JoHNSom, CFA. ASA 19 'y 34.4 PROPERTY RAh P 34.A APPRAISER �, SEMINOLECOUNTY FL 1101 E. F1[?sT sT SAMFORD. FL32771-14656 407-655-7505 2r 38.13 38.A r` 71 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 01-20-30-512-0000-0368 Number of Buildings: 1 Owner: HAIR FLORIDA LLC Depreciated Bldg Value: $189,359 Own/Addr: C/O 7/11 #32869 AD VAL TAX DP Depreciated EXFT Value: $105,652 Mailing Address: PO BOX 0711 Land Value (Market): $285,830 City,State,ZipCode: DALLAS TX 75221 Land value $o Property Address: 2939 ORLANDO DR SANFORD 32771 Just/Market Value: $580,841 Value: Facility Name: 7-11 17-92 & AIRPORT Assessed Value (SOH): $580,841 Tax District: S4-SANFORD- 17-92 REDVDST Exempt Value: $0 Exemptions: Taxable Value: $580,841 Dor: 2601 -GAS ONLY/CONVENIENCE Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY 07/2002 04468 1030 $1,993,000 Improved No DEED 2006 VALUE SUMMARY CORRECTIVE 04/2002 04424 0747 $100 Improved No 2006 Tax Bill Amount: $11,093 DEED 2006 Taxable Value: $563,562 SPECIAL WARRANTY 11/2000 03956 0153 $1,990,000 Improved No DOES NOT INCLUDE NON -AD VALOREM DEED ASSESSMENTS WARRANTY 02/2000 03800 0615 $520,000 Vacant No DEED Find Sales within this DOR Code LEGAL DESCRIPTION PLATS: Pick... LAND LEG BEG 266.3 FT W OF NE COR LOT 36 Land Assess Land Unit Land RUN S 3 DEG 8 MIN E 167.25 FT W 217 FT N Method Frontage Depth Units Price Value 25 SQUARE FEET 0 0 28,583 10.00 $285,830 DEG 52 MIN E 184.85 FT E 128 FT TO BEG (LESS RD ON S) AMENDED PLAT DRUID PARK PB7PG5 BUILDING INFORMATION Bid Num Bid Class Year Bit Fixtures Gross SF Stories Ext Wall Bid Value Est. Cost New 1 MASONRY PILAS 2000 4 2,940 1 FACE BLOCK - MASONRY $189,359 $207,517 Subsection / Sgft CANOPY / 144 Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New COMMERCIAL CONCRETE DR 4 IN 2000 23,492 $41,281 $50,038 WALKS CONC COMM 2000 815 $2,226 $2,698 CANOPY GOOD COMM 2000 4,576 $39,537 $54,912 http://www.scpafl.org/web/re—web.seminole—count"itle?PARCEL=01 2030512000003 6... 6/28/2007 OFFICE Permit #: Project Name: 07-3081 Remove "Citgo" signage from canopy & pumps Address: 2939 S. Orlando Plans Reviewed By: Richard Denman 10/08/2007 407.330.5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE PLAN REVIEW COMMENTS COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. I. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. PERMIT # 6 Wil �� f 7 -Eleven: 4'x10' Fascia Panel Plant City September 4, 2007 Connectors Reauired (8) 4'110 Self Tap SMS along the top (8) #10 Self Tap SUS along the bottom (4) #10 Self Tap SMS along the center RSDL.ACEMENT 4'x10' - FASCIA PANEL SECTION (4) g10 SMS - ALONG CENTER OFFi(;� WIND DESIGN CRITERIA Wind Velocity 110 MPH Importance Factor 1 Exposure Category B Internal Pressure Coefficient 10 Component/Cladding Pressure 25.47 PSF Force Coefficient 1 Wind Load Area 40 SF Sign Weight 48 LBS ..new nric on JG{/ rCrt 9 Jf 7 V !'HlYCL Jtl:!lUIV (8)10 SMS ALONG TOPPLANS REVIEWED . . . . . . . . . . . . EXISTING FRAME (3Q. OF QANFORD ,IISii7�i+7: (8) #10 SMS COLUMN ALONG BOTTOM SIDE VIEW OF FRAME/NEW FASCIA PANEL NOT TO SCALE WEIGHT OF SECTION APPROX. 1.12 LBS PER S.F. PERMIT # 7- 34- natE; is � (o) (8) #lo sans o-lor9 -(-he- bo+ vim — Even lD SPraceo( Disclaimer: These engineered calculations only apply to the mounting connectors shown above (no electrical, etc). All dimensions and properties have been provided and certified by the client. All weather exposed connectors most be corrosion resistant - (8) #10 esistant. (4>#Io Sims Qlovn9 +ln.e ^ en4-e,l, _ Ev eyflt SPac e of ALL CONSTRUCTION PLANS SHALL CONFORM TO THE LATEST EDITION OF THE FLA. BLDG. AND NEC CODE. I HEREBY CERTIFY THAT THIS SIGN MEETS THE 110 MPH WIND LOAD REQ. OF THE 2004 FLORIDA BUILDING CODE. ART STITZEL, P.E. #50658 C.A.27473 STITZEL ENGINEERING 8 CONST., INC. 317 W. HIGHLAND DR. #101 LAKELAND, FL 33813 PHONE (863)607-4455 0 Project Name 7 -ELEVEN: FASCIA PANEL Address PLANT CITY INPUT DATA Height to Sign Center 20 FT (FOR 4' x 10' SECTION) Sign Area 40 S.F. Sign Weight 48 LBS FLORIDA BUILDING CODE 2004 INPUT Design Wind Speed per Fig_ 1609 110 MPH Importance Factor per Table 1604.5 1 Height and Exposure Coeff. per Table 1609.6.2.1(4) 1 Exposure Category B Suction Wind Pressure per Table 1609.6.8 25.47 PSF CALCULATED SUCTION WIND LOAD 1018.8 LBS Disclaimer. These engineered calculations only apply to the wall mount connectors shown (no electrical, etc). All dimensions and praoerJes have been provided and cerfiffed by the ckent Ag weather exposed connectors must be corrosion resistant wee oerow ror cajcura=ns summary For the purpose of these calculations, Max Allowable Shear (Ibs) > Required Tension lbs the following requirement must be met: 1681? > 1018.8 Pass A. GENERAL: I . Facing Material shall be selected from one of the following (Select one thickness only) : a. 4mm thick (.158") Polyethylene core aluminum composite material made up of an interior and exterior skin of .020" thick coated aluminum sheets chemically bonded to a polyethylene core as supplied by: 1) ReynobondOD as manufactured by Alcoa Cladding Systems. 2) Alucobond(D as manufactured by Alcan Composes USA.. 2. Physical characteristics of the facing material are as follows: a. Bond Integrity: When tested for bond integrity, in accordance %dh ASTM D 1791 (simulating resistance to panel de- lamination), there shall be no adhesive failure of the bond a) between the cora and the skin nor b) cohesive failure of the core itself below the following values: Peel Strength: 100 N•mm/mm (22.5 in-lbfin) as manufactured 100 N•mm/mm (22.5 in-lb/in) after 8 hours in water at 200°F (93°C) 100 N mm/mm (22.5 in lblin) after 21 days soaking in water at 70°F (21'C) b. Fire Performance: 1) ASTM E 84: Flame spread 0, Smoke developed 0 2) ASTM E 162: No surface flaming 3) UBC 17-5: No flame spread along interior face or penetration through the wall assembly. B. COMPOSITION: Two sheets of aluminum sandwiching a solid core of extruded thermoplastic material formed in a continuous process with no glues or adhesives between dissimilar materials. The core material shall be free of voids andlor air spaces and not contain foamed insulation material. Products laminated sheet by sheet in a batch process using glues or adhesives between materials shall not be acceptable. C. ALUMINUM FACE SHEETS: Thickness: 0.5mm (0.019") nominal Alloy: AA3105 H25 Series (Painted material) D. PANEL WEIGHT: 1. 4mm (0.158"): 5.47 kg/m= (1.12 lb/ft) Shear Tension Min. # Max. Allow- Required MaAllow. Required PasFASTENER OPTIONS (lbs) (lbs) bolts Tete -ion i enstan I.Paslx or Shear Shear or d Msi Obs) Fad (f)s) (lbs) Fail 910 SHEET METAL SCREW into metal - top 8 bot 105 61 1 16 1 975 1 1018.5 1 — 1 1680 48 — wee oerow ror cajcura=ns summary For the purpose of these calculations, Max Allowable Shear (Ibs) > Required Tension lbs the following requirement must be met: 1681? > 1018.8 Pass A. GENERAL: I . Facing Material shall be selected from one of the following (Select one thickness only) : a. 4mm thick (.158") Polyethylene core aluminum composite material made up of an interior and exterior skin of .020" thick coated aluminum sheets chemically bonded to a polyethylene core as supplied by: 1) ReynobondOD as manufactured by Alcoa Cladding Systems. 2) Alucobond(D as manufactured by Alcan Composes USA.. 2. Physical characteristics of the facing material are as follows: a. Bond Integrity: When tested for bond integrity, in accordance %dh ASTM D 1791 (simulating resistance to panel de- lamination), there shall be no adhesive failure of the bond a) between the cora and the skin nor b) cohesive failure of the core itself below the following values: Peel Strength: 100 N•mm/mm (22.5 in-lbfin) as manufactured 100 N•mm/mm (22.5 in-lb/in) after 8 hours in water at 200°F (93°C) 100 N mm/mm (22.5 in lblin) after 21 days soaking in water at 70°F (21'C) b. Fire Performance: 1) ASTM E 84: Flame spread 0, Smoke developed 0 2) ASTM E 162: No surface flaming 3) UBC 17-5: No flame spread along interior face or penetration through the wall assembly. B. COMPOSITION: Two sheets of aluminum sandwiching a solid core of extruded thermoplastic material formed in a continuous process with no glues or adhesives between dissimilar materials. The core material shall be free of voids andlor air spaces and not contain foamed insulation material. Products laminated sheet by sheet in a batch process using glues or adhesives between materials shall not be acceptable. C. ALUMINUM FACE SHEETS: Thickness: 0.5mm (0.019") nominal Alloy: AA3105 H25 Series (Painted material) D. PANEL WEIGHT: 1. 4mm (0.158"): 5.47 kg/m= (1.12 lb/ft) 7 -Eleven: 4'x10' Fascia Panel Plant City September 4, 2007 #10 SMS (as required) at tog, bottom and center BEFORE 9260 PLEASANTWOOD AVE. NW CLIENT N. CANTON, OH 44720 7 ELEVEN CONTACT: BEN TIPPEL ADDRESS 330-244-1280 ExT: 3404 MULTIPLE A Companywrtli a �weL-�i'io{on. of AFTER CANOPY SIGNAGE REMOVAL AND EXTENSION OF CANOPY STRIPING PROJECT DATE CITGO REMOVAL RE --BRAND 9-05-07 DESCRIPTION DESIGNER CANOPY STRIPING AND ESP SIGNAGE REMOVAL CONCEPT JOB # TAx MAP ID QL EVAIN ELEvEn 9260 PLEASANTWOOD AVE. NW CLIENT PROJECT DATE JOB # N. CANTON, ON 44720 7 ELEVEN CITGO REMOVAL RE--BRAND 9-05-07 CONTACT: BEN TIPPEL ADDRESS DESCRIPTION DESIGNER TAX MAP ID �� 330-244-1280 EXT: 3404 MULTIPLE GRADATION VALANCE ESP A Company wrttra DISPENSER CONCEPT