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Home My Public Portal About10-0224 Turner ,.'. , moo aii' aacto ,s CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 04-30-2010 PERMIT#: 100224 WORK DESCRIPTION REPLACE DOOR WORK LOCATION 148 LEWIS AVE OWNER NAME MELISSA TURNER ADDRESS PO BOX 1477 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 526-5809 CONTRACTOR NAME MELISSA TURNER ADDRESS PO BOX 1477 CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 0.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $499.00 TOTAL BALANCE DUE: $ 0.00 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: I(i/� i ) D—j 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: l [ `-S PIN # NAI ] , 2/Fib- ADDRESS TELEPHONE Owner )142/"� Architect or Engineer •r Building .6(_I Contractor C} (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition ❑ Multi-Family ❑ Other ❑ Commercial Details of Project: : ( - lam( Estimated Cost of Construction: $ 49 Col struction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) ood &Masonr (5) Steel &Masonry (3) :rick Veneer Propo,ed use: Rema s: ATTA• A OPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following inf rmation based on the construction drawings and site plan: #Units # Bedrooms #Bathrooms Lot Area Living space (total sq. ft.) # Off-stre:t arking spaces Trees loc.ted : listed on site plan Access: Drivew.y (ft.) With culvert? With swale? Setbac s: Front Rear _ Sides (L) (R) # Stories eight Vertical distance measured from the average adjacent grade of the building '1 the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, .'r 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 byby means of C% ,‘_0 . I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA 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 • permitted construction. Date: Li Signature of Applicant: IF r Note: A permit normally takes 7 to 10 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? If not, 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 finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit Code Enforcement Officer Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL DM Of UI RANRA RilOIMCED GEORGIA Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation 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 Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. 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. ��----�� _. •ersignes Date jr- 1 Printed Name Office Use Only: Project Address: Permit Number: _3 '_ ;/ City of" 'ee Island •• Community Develo, ent Dept.jG'r ,,2, ,' p ' i�e4 F, , ' Inspection Report sulk �,� 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 �'� ,,, % Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 1 (--) -' I ' 2 L Date Requested , - / 7- II J Owner's Name Li r -- Date Needed 5 7,./.... / 0 Gen. Contractor Subcontractor Contact Information ,i) • ' f _; Li 0 LI " b (va - Li-32.0 Project Address t Q ..- P 4,J . S A■/ e . Scope of Work rep la ( �, door— Inspector "2/ Date of Inspection /1 ,J Inspection T;. , , (_ < -C,`no i Pass El Fail 0 Fee ' ep,S S Inspection Pass ❑ Fail 0 Fee Inspection Pass El Fail 0 Fee Inspection Pass 0 Fail ❑ Fee e I I e--1 ® 149"MAX OVERALL FRAME WIDTH O LT- N cs SIDE-HINGED FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. _U1 N D.L O, PANEL WIDTH FRAME MAX. Q Lr N 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES FRAME WIDTH- z W/ASTRAGAL T= WU GENERAL NOTES Z z 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO cc W THE FLORIDA BUILDING CODE AND WHERE PRESSURE z w REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LU 0 DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ c h O-J 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), N 0 N7 ct HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. oi N Q 3 WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION. x O = g C=.) EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), w w HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON 2 M p e x PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS L., 3 TO WITH NON-IMPACT GLASS. e 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. Ro z zg,'f EE� 5. PLASTICS TESTING OF FIBERGLASS FACING: a cs o }.g TEST DESCRIPTION DESIGNATION RESULT ^ SELF IGNITION TEMP ASTM D1929 803'F> 650'F ! S'° w RATE OF BURNING ASTM D635 0.79 IN/MIN o_m of- SMOKE DENSITY ASTM 02843 48.9% (1§ -: '''' TENSILE STRENGTH" ASTM D638 -7.3% RIFF j o o F 0 6 PLASTICS TESTING OF LITE FRAME MATERIAL• DOUBLE DOOR UNIT W/SIDELITES a o. TEST DESCRIPTION DESIGNATION RESULT _ SELF IGNITION TEMP ASTM 01929 680 'F> 650'F In RATE OF BURNING ASTM D635 1.10 IN/MIN (A/m SMOKE DENSITY ASTM 02843 69.6% TENSILE STRENGTH* ASTM D638 -7.48% RIFF o * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING z 4500 HOURS XENON ARC METHOD 1 ., _ 1 .. -f I IA u I 1 Z 1 W Q _ a (a e e: • a a • • 1 = 1 i I �< . r SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT •••R SIN I DOUBLE DOOR UNIT W/SIOFUTES WITH SIDELITE WITH SIDELITE ac ^ WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: 1/5/07 SHEET DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* sr-A-6 N.T.S. X 37.5" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 1 TYPICAL ELEVATIONS St GENERAL NOTES / / MK.ET: SWS 2 ANCHORING LOCATIONS & DETAILS XX 74" +52.0 -52.0 +55.0 -55.0 +19.0 / -19.0 +40.0 -40.0 +55.0 / -55.0 y OX or XO 75" +52.0 -52.0 +55.0 -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 pX.En 3 ANCHORING LOCATIONS & DETAILS OX0 112.5" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19.0 +40.0 -40.0 +55.0 / -55.0 DRAWMG NO.- OXXO 149" +52.0 / -52.0 +55.0 / -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 DWG-MA-FID162-07 * High Dam Threshold Design SHEET 1 OF 3 i