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Home My Public Portal AboutBUTLER AV_1514City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 `L INTERNATIONAL CODE COUNCIL MEMBER Permit No. '1,, Date Requested , `= Owner's Name : ;':r.,_; ; ? ;: Date Needed Gen. Contractor . _, ,.y- Subcontractor Contact Information Project Address , ;i % - - -, Scope of Work = 1,4r, J Inspector Date of Inspection 11/3/13 Inspection 1.17/,),a Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 05 -13 -2013 PERMIT #: 130298 WORK DESCRIPTION WORK LOCATION INSTALL SIGN 1415 BUTLER OWNER NAME CAPTAINS WATCH ADDRESS PO BOX 2802 CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME DOUG BEAN SIGNS INC ADDRESS 1600 DEAN FOREST RD CITY STATE ZIP SAVANNAH GA 31408 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 435.00 PROPERTY IDENTIFICATION # PIN #4- 0007 -17 -017 PROJECT VALUATION $17,000.00 TOTAL BALANCE DUE: $ 435.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: (5,,,p,t- P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: 141'5' atileR Ayer s PIN # f - 1 7.011 NAME ADDRESS TELEPHONE _FOY P6k- 3 14i 6-43.-1 Architect or Engineer Building � Contractor �!/+ TorySlt Itch (Check all that apply) ❑ Repair 0 Renovation ❑ Minor Addition ❑ Substantiti Addition Other tpl 11 Details of Project: ew ❑ Residential ❑ Single Family ❑ Duplex �{ Multi - Family ❑ Commercial Estimated Cost of Construction: $ /P7 000 Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: est &r. 414,11.1aqco ❑ Footprint Changes ❑ Discovery ❑ Demolition (Enter appropriate number) (5) Steel & IVIasonry (4) Masonry () Other (Lease specify) ATTACH A COPY Of THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units 4 Bedrooms # Bathrooms Lot Area Living space (total sq. ft) # Off-street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With Swale? _ Setbacks: Front Rear Sides (L) (R) # Stories _ Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through On -site waste and debris containers will be provided by Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control building. fire, shore protections and wetlands ordinancesJMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date . ! Signature of Applican NotecA pcnmit_normally takes 7 to If_days to process. The, following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? Ifnot, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual findings) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL "13.51° ° al .1 W I1AGC 912 786 9539 P.1213433 RamttAsimaddramt.ff hArttiffaxiavagetalliagiatienardeuthatp for I"etiagAn4 'Wreei kig or Renov atk The undersigned 'hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project N4flcation for Asbestos Renovation Encapvulatton or Demolition" form in accordance with the Georgia Asbestos Rubes, The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. Office Lase 0*: Project Address: { Permit Number: ,9 0-.5 Date ' TOTAL. P.03 MAYOR Jason ;: uelterrman CITY COUNCIL V i d a Doyle, Mayor Pro Tern arry Brown Jan Fox Bill Garnett Torn Groover Pasr.Q Wo It - fti11 ( eh. CITY OF TYBEE ISLAND Petitioner: Doug Bean Signs Description: Sign at mixed use building Property Address: 1415 Butler Avenue Zoning Action Requested: Site Plan Approval CITY MANAGE Diane Schleicher CITY CLERK Janet LeViner CITY ATTORNEY Edward M. Hughes Following any required Public Hearing, the Mayor and Council of the City decided on the 11th day of April, 2013, that the request for Site Plan was GRANTED. AO, ;04,,,,,o, Petitioner Date Al 14-H2-13 Planning and Zoning Manager Date lyor Date Clerk of ouncil Dail P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 — FAX (912) 786 -5737 www.cityoftybee.org Doug Bean Signs, Inc. 1600 Dean Forest Rd. Savannah, GA 31408 912 -964 -1900 f 912-964-2900 dougbeansigns.com F..+11i4o /1UG 'WIItV tc0.44ii{ 84074G JZ"j6r. 1/ tN /G.& gets 5'tt"misi 7Z "i4sM4 OVAL ‘it■ /y/ 'hciu' 1 /D PTO S.41-1 5415z7 G 6444/. r.01(Apa i vsa■w464.. to Lidos, 4644'2 72)7A+SiCe Doug Bean Signs, Inc. 1600 Dean Forest Rd. Savannah, GA 31408 912- 9644900 f 912-964-2900 dougbeansigns.com /11/c noRA1//vv6 1415 Butler Ave. ti - ter+.,%. tLi-r-^V Q$U G:;-0-t'-.i 1�Y UIi4[ -5 PLAN VIEW (TOP) 2 ROWS OF (2) 1/2" DIA. STAINLESS STEEL WEDGE -ALL w/ 4" MIN. EMBEDMENT DEPTH AND 4" MIN. EDGE DIST. EXISTING GROUT FILLED REINFORCED CMU COLUMN (FIELD VERIFY) t. 171/2 "x30 "x 1/2" THICK II ALUM. PLATE IN SIGN II (BY SIGN MANUFACTURER) 1 ! I V'I S If i L ftiu6' LOCATION OF ANCHORS: 2 ROWS OF (2) 1/2" DIA. STAINLESS STEEL WEDGE -ALL w/ 4" MIN. EMBEDMENT DEPTH AND 4" MIN. EDGE DIST. General Note NOTE This report establishes the minimum requirements for wind load stability for the sign attachment to the building wall only. Sign board and face design is by manufacturer. Building design is by the architect of record. It is the owner, contractor, and sign manufacturer's responsibility to provide sign face attachment, materials, and construction techniques, which compty with the referenced code for the stated wind velocity. By submitting this attachment engineering for permit owner accepts responsibility to verify with architect of record that building structure will support these loads. 1. Construction Drawing Information a. Basic Wind Speed, V = 130 MPH (3 second gust). b. Wind Exposure = C. c. Wind Importance Factor, I = 1.0. d. Occupancy Classification, Category II. e. Internal Pressure Coefficient, Cpi = WA 2. Wind pressures are determined using the criteria in ASCE 7 -05. a, Sign Ht. = <30' ft, Kz = 1,0; Kd = 0.85. b. Figure 6-20, Solid Freestanding Walls and Solid Signs; Aspect Ratio, B/s = 165130' = 5.5; Clearance Ratio, s/h = 30'1150" = .2; Case A &B, Cl = 1.85; Case C, CI = WA c. Rigid structure, gust factor G = .85. d. Velocity Pressure = qz = 0.00256 * Kz * Kzt * Kd* V2 * I = 0.00256 * .94 • 1* 0.85 • 130^2 *1.0= 34.6pst e. Factored Wind Pressure = P = qz * G* Cf = 34.6 * .85 1.85 = 55 psi f. Wind Force on Sign = F = P * A = 55 psf * 34.4 ft2 * 70% = 1325 lb shear per column rk jc MAY 0 6 2013 BY' ........................ 9. Moment at wall = P * A * H = 55 psf' 25 ft2 ` (87" / 165') = 725 Ib.ft per column 3. Design, detailing, fabrication, and erection shall conform to the following specifications: per the referenced code, AVM specifications, ACI -318 for reinforced concrete, American Welding Society Code for Welding in Building Construction, AISC Specification for Design, Fabrication, and Erection of Structural Steel for Buildings, 00,4 N7 Materials of construction: (Unless otherwise noted.) ,r7. a. Structural steel shall be A -36. b. Structural steel tubing shall be A-500, Grade B, Fy = 46 ksi. c. Structural aluminum tubing shall be 6053, 6061, or equivalent, Fy = 20 ksi minimum. d. Structural piping shall be A -53, Grade B, Type E or S, Fy = 35 ksi. e. Anchor bolts shall be A-307. f. Connection bolts shall be A-325. g. Rebar shall be Grade 60. h. Concrete shall be 2500 psi. i. Welding... 5. Design and fabrication according to AWS D1.1. a. E70)0< electrodes for SMAW processes. b. F7X E)00( electrodes for SAW processes. 6. Contractor shall verify all dimensions and conditions in the field before erection and notify the engineer of any discrepancies. 7. Attachment to grout filled cmu columns (designed by others) a. Grout Filled CMU columns (field verify): 2 rows of (2) 1/2' diameter simpson stainless steel Wedge -all Wedge anchor with 4° embedment depth and a min. edge dist of 4" (556 lbs x 4 = 2224 lbs allowable) C A � l \C _ O�h $4 be � "c\�1 e SIGN FACE & FRAME BY SIGN MANUFACTURER ELEVATION VIEW This design Is for the attachment of the sign to the existing cmu columns only. This does not include any design of the existing building. Installer must not damage any of the existing reinforcement. Chatham County, REVIEW FOR CODE COMPLIANCE Ivory C -2 ham 1-vsort mar9Q ±.n 1(.1 Ar1't:•L'Py Nd' ?tjproL O 0 o,) "06 Set S,te °fp4a dt /7?c CERTIF, ION: I hereby certify that this wall sign attachment demonstrates compliance with IBC 2009 with Georgia amendments to the best of my knowledge. LIMITATION: This design is valid for one sign, at specified location. In case of conflict, structural requirements, scope of work, and builder responsibilities control. MARK DISOSWAY PE -17848 MEP May 01, 2013 SEAL Doug Bean Signs Inc Funky Fish Sign Engineering LOCATION OF SIGN: Tybee Island, GA Mark Disosway P.E. P.O. Box 868 Lake City, Florida 32026 Phone: (386) 754 - 5419 Fax: (386) 269 - 4871 Email: engineer@mysignengineering.com Web Site: www.mysignengineering.com PRINTED DATE: May 01, 2013 DRAWN BY: Evan Beamsley CHECKED BY: Mark Disosway P.E. FINALS DATE: 2013 -05 -01 REVISION DATE: JOB NUMBER: 1304095 DRAWING NUMBER S -1 OF 1 SHEET OLO& V.iU.'L L.V *.a, i.v L' V .L 1a111, v,y ..11v reviewer shall be construed as authority to violate, cancel, alter or set aside any applicable codes or ordinances. The review and permit should not be construed as a warranty or guarantee. RPriewed By. Date -51(t3 sj "C 1,11'r m", SERVICE INCLUDED MUST BE COPPER ALUMIUNM ALLOWED ;aeotion 9, cub -sedt`on B -2 -A T bee Land Development Code .r, 0 JI I L - 15th STREET VICINITY MAP SURVEYOR'S NOTE S ( NOT TO SCALE 1. PREPARED FOR: [LOCKER DEVELOPMENT. LLC 2. THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 496,204 FEET, AND AN ANGULAR ERROR OF 6" PER ANGLE POINT, AND WAS ADJUSTED BY OBSERVATION 3. HORIZONTAL AND VERTICAL MEASUREMENTS FOR THIS SURVEY WERE MADE WITH A SOKKIA POWERSET TOTAL STATION. 4. THIS LOT LIES IN FLOOD ZONE A8 (MIN. EL.: 13') PER FIRM PANEL NO. 135164 0002 C, EFFECTIVE JUNE 17, 1986. 5. FIELD WORK FOR THIS SURVEY WAS PERFORMED ON 08/09/2007. 6. ACCORDING TO TYBEE ISLAND ZONING ORDINANCE SECTION 3 -090 THERE ARE NO BUILDING SETBACKS. 7. VERTICAL DATUM BASED ON NGVD 1929. 20 10 0 20 40 GRAPHIC SCALE r j SANITARY MH p TOP: 10.15' a SANITARY MH TOP: 12.28' IN A: 8.17' OUT: 8.17' LOVELL AVENUE 60' R/W SANITARY MH TOP: 1:.14' IN A: 7.30' IN B: 8.35' OUT: '.21' SANITARY MN TOP: 11.8C' IN "A" 6.07' IN "B" 7.23' IN "C" 6.50' IN "D" 5.45' OUT: 2.413' U Q � Co N / 0 0 OA6 1O 1.61' CURB & GUTTER LOTS 19 THRU 22 N/F GULABBEN K. PATEL & KARSANBHA PATEL TAX No. 4 -0007 —17 -002 CURB & GUTTER ,c545 N X68 O CURB & PP GUTTER z? isIGN ofh,(9 vr; PARKING PERMIT STATION N N LOTS 23 & 24 N/F ANTHONY P. SIMON & RUTH C. SIMON TAX No. 4 -0007 —17 -001 0.44 Ac. 18,961 Sq. Ft. M y 1367 `� CURB & C GUTTER SIGN SANITATION SEWER MH. 13.81 TOP: 13.93 13.22 I- D 0 6 SS SS ss 8 "PVC LEGEND: TJB WM RBF PP WV SSMH PVC CO FH LP CIP MH CONC. BENCHMARK PK IN PP EL.: 15.00 (NGVD 29) = TELEPHONE JUNCTION BOX = WATER METER = RE —BAR FOUND = POWER POLE = WATER VALVE = SANITARY SEWER MANHOLE = POLYVINYL CHLORIDE PIPE = CLEAN OUT = FIRE HYDRANT = LIGHT POLE = CAST IRON PIPE = MANHOLE = CONCRETE M.S.L. SS 13.65 13.75 ss 15th STREET 60' R/W REFERENCE PLATS. 1. A PLAT OF LOTS 23 & 24, WARD 4, SAVANNAH BEACH, GEORGIA, BY SEWELL & MAXWELL ENGINEERS & ARCHITECTS, DATED 8/19/1959. 2. A PLAT OF LOTS 25, 26, 27 & 28, WARD 4, TYBEE ISLAND, BY BERT B. BARRETT, SR., GA. R.L.S. No. 1239, DATED 10/19/1994. 3. PLAT OF LOTS 19, 20, 21 & 22, WARD 4, TYBEE ISLAND, GEORGIA, BY BERT B. BARRETT, SR., GA. R.L.S. No. 1239, DATED 12/26/1991, REVISED 1/16/1992 TO SHOW UTILITIES. 4. PLAT OF LOTS 19, 20, 21 & 22, WARD 4, TYBEE ISLAND, BY BERT B. BARRETT, SR., GA. R.L.S. No. 1239, DATED 2/9/1998 SS ss --f SANITARY MH TOP: 1 3.73' IN: 9.53' OUT: 8.11' IN MY OPINION THIS PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE PROPERTY PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF LAW. MICHAEL J. ,GARDNER GA.R.L.S. N .: 2285 AS -BUILT SURREY OF FIELD CHEF OFFICE CH DRAWN BY DATE: SCALE: PROJ. No.: FILE NAME PROJ. NAM