HomeMy Public PortalAbout12-0072 Island Style #2_1of2erzni
INTERNATIONAL
CODE COUNCIL
MEMBER
Permit No.
City br'1Tybee Island Planning & Zoning Dept.
Inspection Report
403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328
Phone 912.472.5032 • Fax 912.786.9539
Owner's Name k)/(4.1
Gen. Contractor
Date Requested
G• Date Needed
Subcontractor
i ._
Contact Information .}rte"
Project Address ez) v-L f— ►BLS �- � i
Scope of Work 'i / --+i tom /idirk'-
Inspector Date of Inspection
Inspection ! i ( 1— ; ;`)3 1 - Pass Ff
Inspection - r68_ -
Pass
Fee
Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass 0 Fail ❑ Fee
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City of'1-„ -vee Island • Community Develop-Ant Dept.
Inspection Report
403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328
Phone 912.786.4573 ext. 114 • Fax 912.786.9539
amok
INTERNATIONAL
CODE COUNCIL
MEMBER
Permit No. i a .. Date Requested
Owner's Name 1] Z Date Needed ` a
I
Gen. Contractor ` , r ; 71 -7;6 Subcontractor
Contact Information Jft ) N �� 72 -' 5 5
Project Address -Co (7-7��
Scope of Work _
Inspector Date of Inspection . - !/,
Inspection - t f Pass Faji Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
DATE ISSUED: 02 -7 -2012
WORK DESCRIPTION
WORK LOCATION
OWNER NAME
ADDRESS
CITY, ST, ZIP
PHONE NUMBER
CONTRACTOR NAME
ADDRESS
CITY STATE ZIP
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE
TOTAL FEES CHARGED
PROPERTY IDENTIFICATION #
PROJECT VALUATION
CITY OF TYBEE ISLAND
BUILDING PERMIT
INSTALL SIGN WITH ELECTRICAL
502 FIRST ST
ISLAND STYLE ( #2)
RONEN NAVON
TYBEE ISLAND GA 31328
912 - 786 -9596
DOUG BEAN SIGNS INC
1600 DEAN FOREST RD
SAVANNAH GA 31408
P
$ 395.00
$15,000.00
PERMIT #: 120072
TOTAL BALANCE DUE: $ 395.00
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:
.,,,,,„4„J
P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 786 -9539
www.cityoftybee.org
ur
CITY OF'xXREE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT
12 -oof
Loc on,: � .7
912 !BE 9539 P.J2i13
PIN # ± - 1*
heck ll that apply)
Repair
Or Renovation
Minor Addition
Substantial Addition
Other. n
Details of project:
It'
❑ Residential ❑ Focht Changes
❑ Single Family Discovery
Duplex i] Demolition
Multi- Family
❑ dial
2 icle-cliatai I (eaten+' I, - elec.
Estimated Cost of Construction:. j xx
Construction Type
(l) Wood Frame
(2) Wood & Masonry
(3) Brick Veneer
Proposed use: 3 i J nol
(Enter appropriate number)
(4) Masonry (5) Steel & Mammy (please (please specify)
ATT.A,CII A COPY OF THE CERTIFIED Fig
ollowing information based cm the construction drawings wing SURVEY an LOT and complete t
an dxawin$s errd site plea:
# Units # Bedrooms
. --__�_
Living (total ft.)
# Bathroom s
Tees loearted, & listed on site plan
Access:
`y- (ft.) With culvert?
Setbacks: Front - With awale?
Rear
# storiers Sides (L) (R) Iielgbi _ Vertical di
glade of the building to �-- - stye zred from the average
writs, of th the �e bigh point of i' exclusive of chi adjacent
ducts, air conditioning units, elevators, similar � �'
R7).VED
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
912 786 9539 P.03/13
by means of
I understand that 1 must comply with g g,1ood darnagp control buildii gJire, shore
protections and wetlankaraMpes.IEMA regutatfinas and all applicable codes and regulations.
1 understand that the lot must be staked out and that the stakes will be inspected to ensure that the
setback requirements are met. 1 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
h?bitable floor level js established. Drainage: 1 realize that 1 must ensure the adequacy of
drainage of this property so that surrounding property is in no way adversely affected. 1 accept
responsibility for any corrective action that may be necessary to restore drainage impaired by this
permitted construction.
Date: S 1 51 I I
Signature of Applicant:
Note• A ncnmit_nnrma�ly take¢ to_�0 daysocess.
The following is to be completed by City personnel:
Zoning certification
Approved rezoning/variance?
Street address and number: New
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 findings)
NET Flood Zone
Existing
Access to building site
Distance to water main tap site
Distance to sewer stub site
Water meter size
Storm drainage
Approvals: Signature Date
Zoning Adnninistrato r
Code Enforcement Officer
Water /Sewer
Storm/Drainage
Inspections
City Manager
FEES
Permit
Inspections
Water Tap
Sewer Stub
Aid to Const.
TOTAL gq
GEORGIA
. r
tos
Permit Acknowledgement of
1_11 .' .u.
Notifleati' n IGe
D fo
.oiects Involving De notition. Wreckbner, or RenovatiQu,
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. to 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 conipletecd
demolition notifialtion 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 altos removal techniques, lead abatement,
ground contamination, or unusual site conditions may have EPD regulations that could affect the
Project.
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Print lure
Qfice Use Only:
Prof ect Address:
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Date
I N C O R P OR A T E ('
Savannah
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All construction must comply with
The international Building Code -9-0
Edition and State of Georgia
Amendments
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Project: Freestanding main ID WI changeable meetings
Address: 501 First Street
Tybee 19Ienc1, GA 31326
Two Signboxes on
One Pole with
Cladding
Sign Dimensions and Misc. Parameters
Signbox Height, H: 40.00 In
Signbox Width, W: 6800 In
Cladding Width, Wc: 66.00 In
Overall Height, Hoa: 15.70 ft
Secondary Signbox Height, H2: 40.00 ft
Secondary Signbox Width, W2: 80.00 In
Secondary Signbox OAH, Hoag; 12.00 ft
Soil Cover Depth, Ds; 0.00 In
Base Connection Type; Direct Burial
Wind Pressure and Soil Pressure Assumptions
Basic Wind Speed: 130 mph
Exposure Category: C
Soil Bearing Pressure: 2000 psi
Soil Unit Lateral Bearing Pressure: 150 psttft
Computed Design Parameters
Total Signbox Arta: 96.35 sq ft
Design Wind Pressure on Main Signbox: 40.07 psi
Design Wind Pressure an Cladding: 42.33 psf
Caisson Foundation
Depth: 9.75 ft
Diameter: 3.00 ft
Depth to Bottom: 9.75 ft
volume of Concrete: 2.55 cu yards
Feasible Structural Members
Deflection
Member Wtfft (fb) Safety Factor Ratio ( %)
TS 8 x 8 x 0.1875 Sq. Tube 18.63 1.25 1.32%
TS 7 x 7 x 0.25 Sq. Tube 22.42 1,34 1.56%
TS 6 x 6 x 0.3125 Sq. Tube 23.34 1.14 2.12%
10 3/4" x 0.250" Wall Plpe 28.06 1.52 0.68%
6 5!$e x 0.322" wan Pipe (STD 8") 28.58 1.21 1.06%
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Disclaimer - For Estimating Purposes Only, Not intended for Final Engineering Design
Inforrrletkm used In generating Nos 4Mitits has been obtained from owe believed to be rekebte. However, Sign Menaaernent Consultants, Ina. does not guarantee the accuracy or compfsteness o
any informs/fon presented herein. Furthermore. Sign Mentsgernent Consultants has na control ever how this material is eoplfnd Ind Iheref0te, can h no way gutxantne Meat lire reStrita are correct and
eete for the ettuevion to whith it M Magian. SI0n Mehrmement ConcvttanM. Inc. s+hatl rat be rrnr+ecsi Nr. kw my o.rorv, omissions, err tlemopee eaelerk o 1 of rho we ar this doturnerrt.
The information prnmmnte d herein la intended only for oravlding prismMery eehmetes for Mnretutel rearatrxnenra for signs, and is not Intended fn be e substitute for responslbto ar ma design and
enolyeln proenduran wtdrh caretulty conedar specific c4reurnghrytea, ells conditions end mtnutntluriog end kretaflation cepabeftlas and limitations, Neither Sign Mannge :ant Consultants, inc„ nor any
ether Fenton or entity aseodated with Ws work Is herby rendering engineering or other penfera,lonel services. N s•. o setvines Are repaired, the aemeetance of an appraprlatp profeBefonal should be
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1/29/2012 1:natn1 hM Eeetern Time h7.2ood Sign Mnnngmmrtnt Goneullente, Inc. All rights' ronervnd.- Pago 1 of 1
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