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HomeMy WebLinkAbout3508 S Orlando Dr 06-3175 SignFullolY ermit0(40 :_� Job Address: Description of Work: Historic District: 5 CI lV,OF SANFORD PERMIT APPLICATION Zoning: Value of Work: R8QE71 � Date: � [�� 1 ?nn, Permit Type: Building 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: # of Stories: # of Dwelling Units: Flood Zone: (FENIA form required for other than X) Parcel #: ', �(�_` 0 — 3y0 —C)1:�b - OnbO (Attach Proof of Ownership & Legal Description) Owners Name & Address: -yo nn p[d-64 C) % 9 5 F ► yQ � 120GGl �(/e_ ) i �3 00 ( Aa-e_Inna 1 00 LALA�lZ" I' Phone: q"ID"�,6Li'b%oo Contractor Name & Address: Z)4na %e- OC'_oe k 1940 jCAQn e Q Qknce. _D Cxl' C t•CA I, LL J dt / 1 1 State License Number: —1 1 111 r-11 1' Phone & Fax: O _A as — Iri23 --1-107UA -�5 335 Contact Person: `.!xc4 (K1 c,(;orci Phone: Bonding Company: Address: Morteaee Lender: Address: Architect/Engineer: Phone: Address: Fax: 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,Aandy be ad ' 'onal permits from other governmental entities such as t management districts, state agencies, or federal agencies. Acceptance on th notify the owner f the property of the requiremen ° Fl Lien / ?] b 7 ignature of Owner)kant ate S ature of Contractor/Agent to Print Owner/Agent t Name Signature of Notary -State of Florida Date Signature Agent's Name MY COMMISSION # DD 188491 N1. EXPIRES: February 25, 2007 1-800-3-NOTARY FL Notary Discount Assoc. Co. Owner/Agent is _ Personally Known to Me or Contractorl`A� _ Produced lD _ Produced ID _ 'C APPLICATION APPROVED BY: Bldg: Zoning: Utilities: (Initia & Date) (initial & Date) Special Conditions: ,*1fP/b11,fe,4 Ar Q ay 0 ma,jU,W 51y0 q,a' qn l g 4b a l / s y' n 4 g J ot.,7 942, 4*4 GENE136L NQIES: 1. All design, fabrication, installation and construction shall conform to the following specifications, unless specifically noted otherwise on the drawing: • The Florida Building Code 2004 • American Concrete Institute Building Code Requirements for Reinforced Concrete (318-02). • American Institute of Steel Construction, Inc Manual of Steel Construction (9th Edition). American Welding Society ANSI/AWS D1.1-2002 Structural Welding Code — Steel 2. All steel components shall be as listed below, unless noted otherwise: All rolled shapes, plates and bars shall be ASTM A38, or equal. • All pipe shall meet the requirements of ASTM A53, Type S or E, Grade B, or shall meet the re ulrements of ASTM A252, Grade 2 or better, with a minimum yield stress and wall thickness that meats or exceeds the minimum values specified for that pipe on this drawing (ASTM A252 thickness tolerances are not allowed). All structural tubing shall be ASTM A500, Grade B, or equal. • All bolted connections shall be made with ASTM A325 Bolts and shall be installed as per AISC Specifications All exposed materials shall be properly protected from weathering and/or corrosion. 3. All field welds shall be made by a welder cortified in the specified position. • All welds shall be made with E70XX electrode, or equal. • All welds shall be made in a sequence that will balance the applied heat of welding while the welding progresses. 4. All concrete shall have a minimum compressive strength at 28 days of 3000 psi. Signsge may be Installed on the structure after a minimum curing time of 3 days, provided the curing process has been pproperly maintenanced in accordance with ACI 318--02. 5. No steel reinforcement is required In cube or auger style footings where the support column is embedded directly to the bottom of the footing. 8. The structure has been designed to withstand a 120 mph (3—sec gust) design wind speed with a maximum design pressure of 27.1 paf according to ASCE 7-02. Exposure C) This design is not valid for areas with special wind requirements in excess of those listed above. If the proposed structure is located in the proximity of a bluff, the top or base of a steep hill, or any other geographical feature that may affect the wind flow around the sign, the installer shall contact Cornerstone for potential redesign or re—evaluation. 7. The foundation has been designed assuming the following average soil conditions: Allowable Lateral Bearing Pressure of 150 psf/ft (This value is used for cube and auger footings.) The soli allowable is multiplied by two for isolated footing as per IBC 1804.3.1. 150 psf/ft corresponds to a medium sand or, equal. • If soil conditions other than those assumed are encountered (Including soft soils, unstable or collapsing soils, expansive soils, organic materials, groundwater, adjacent utilities or any other condition of potential concem5 cease excavation immediately and contact Cornerstone so that the foundation design can be re --evaluated. • If the structure is to be located in the proximity of a building or any other structure, Cornerstone shall be contacted prior to installation to evaluate any potential impact on the adjacent footings. If the structure is located on the side or top of a slope in excess of 3:1, the installer shall contact Cornerstone for re—evaluation. The foundation shall not be placed in or near a fill slope without Cornerstone's approval. All concrete shall be placed in direct contact with undisturbed soil. There shall be no backfilled soil placed in or around the foundation without written approval from Cornerstone. 8. Cornerstone is in no way responsible for the safety of the work site during installation. The installer shall take appropriate measures to make sure that the installation of the foundation and the erection of the structure is performed using methods in compliance with applicable OSHA regulations. 9. If existing and proposed conditions are not as detailed In this design drawing the installer shall cease work and notify Cornerstone immediately. • Cornerstone will not be performing on —alto inspections or verification of conditions. It is the responsibility of the installer, the structure owner, and the property owner to identify the on —site conditions and to contact Cornerstone with any discreeppancies or concerns. It is the owner's responsibility to locate and mark all underground utilities. 10. Any deviation from these plans or non—compliance MY the general notes without written approval from Cornerstone will render the entire design to be void. C c r. A C un -Opp II 5 2" II II II ICI II II II II LI � CONCRETI 1'-5'� FOOTING DIAM 4"0 PIPE _+ � SIGN FACE TING O N 4, o •d~ _Q 00 � m N --It- M 4. a� p r- m Q4 CD - -41 n 0 ao V C: W '� !mod cJ r• _UU in `- ' (J) C: O P NE_ ��o ® pC CORNERSTONE ENGINEERS, INC. IS (1) Cn ) ( RESPONSIBLE FOR COLUMN AND FOOTING ° °' M DESIGN ONLY. SIGN CABINET COMPONENTS v �, Y%� ti AND ATTACHMENT ARE THE RESPONSIBILITY ai c '> ., o 0 0 0 OF THE SIGN MANUFACTURER r) G: V ca +Vr�T '0 0 4.50 X 0.237" STD PIPE: ti 4" NOMINAL DIAMETER OR EQUIVALENT ®� 4 z� ®C a n H R in 0 n � I I 4"0 PIPE' v �� 0 a W I c I I b 0 I ►� z o r`+ GROUND -' I `, _ ' I — GROUND o -III—III I I III —i I I- cn III —I I I I I I —_III X00 —III to U �- Ld;III r:, iII a; CONCRETE 2P-0" FOOTING Q b SQUARE CK 00 r" 00 -0P_flQNAL CUf3 EQQJ1N_ m o .- © 0 V) 0A I ICE LO t; U) 0 00 :— o40 III � U � ,, 0 .O M P E R I"' -- fa.. 0 (n �.. r AN DREW K. LEWT_S 1' P I FL P.E. # 56418