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INTERNATIONAL
CODE COUNCIL
MEMBER
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City of Tybee 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
Permit No. / 7 -7)z)7.3
Date Requested
Owner's Name /9/J/7 Date Needed
Gen. Contractor ba ".) . /J n.) 565 subcontractor
Contact Information ,Aksol,) 4
Project Address 2/ 1 ,; /rZ
Scope of Work
Inspector )1 Date of Inspection' 4
Inspection 1 f� (3(3 ! Pass D Fail ee
Inspection
Pass
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass 0 Fail ❑ Fee
City of '► ,ree Island • Community Develop___tnt Dept.
Inspection Report
4 03 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328
Phone 912.786.4573 ext. 114 • Fax 912.786.9539
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INTERNATIONAL
CODE COUNCIL
MEMBER
Permit No. V-00'7-3 0'1.3 Date Requested `f Z:11_,
Owner's Name ic��� �! -,1.4 Date Needed �/z Va--
1
Gen. Contractor /,()LJ,<. B;2n,J -; ., Subcontractor
Contact Information ` In , 5 . 3 3.e,,.�
Project Address 21 t 63 T�Z
Scope of Work i/67, �J FE iCaC--
Inspector "°,2,1`i Date of Inspectio n; (// /i7,
Inspection 1-7.7 --� c\- - Pass 1 - t n Fee
Inspection Pass ❑ Fail E1 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
211 BUTLER AVE
FUNKY FISH OUTDOORS
PO BOX 585
TYBEE ISLAND GA 31328
912 - 786 -9590
DOUG BEAN SIGNS INC
1600 DEAN FOREST RD
SAVANNAH GA 31408
P
$ 395.00
$15,000.00
PERMIT #: 120073
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:
P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 786 -9539
www.cityoftybee.org
ai&D
CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT
)2-o 0`?3
Location: cam- i 1 Vklf I er A venuei PENT # t.i — 000+ O
NAME
ADDRESS
TELEPHONE
Owner
Funky RS) .
A) er ! ve .
Architect
or Engineer
Building
Contractor
{ rbeanOI ,)
l(pl�2eOlr) rDve.s'r
day, &r4 31406 ,
Q(ll -t' �l�
(Check all that apply)
❑ Repair
❑ Renovation
❑ Minor Addition
Substantial Addition
Other (.3! r
9
Details of Project: ,„2, 5t ded , t*rna I l y 1,4:9kkccL Mk a I�j-
(Sir, v4 nehe,S 4J 00ard. Q.
Estimated Cost of Construction: S. I
Construction Type `Q (Enter appropriate number)
(1) Wood Frame (4) Masonry t ther (plea
(2) Wood & Masonry • (5) Steel & Masonry
(3) Brick Veneer
Proposed use: rata tl jc Si9YI kr loo neitS
Remarks:
❑ Residential
❑ Single Family
❑ Duplex
❑ Multi - Family
❑ Commercial
❑ Footprint Changes
❑ Discovery
C7 Demolition
ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the
following information based on the construction drawings and site plan:
# Units
Lot Area Living space (total sq. ft.)
# Off- street parking spaces
Trees located & listed on site plan
Access:
Driveway (ft.) With culvert?
Setbacks: Front Rear
# Bedrooms # Bathrooms
With swale?
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.
r. - ED
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 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. l accept
responsibility for any corrective action that may be necessary to restore drainage impaired by this
permitted construction.
Date: 11 101 la-, Signature of Applicant. ��, , .r r Q► ,� I5S1
Note: A permit normally takes 7 to 10 days to process.
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 MAC?
NFIP Flood Zone
FEMA Certification attached
State Energy Code Affidavit attached
Existing
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
Zoning Administrator
Code Enforcement Officer
Water /Sewer
Storm /Drainage
Inspections
City Manager
FEES
Permit
Inspections
Water Tap
Sewer Stub
Aid to Const.
TOTAL —3-1 J
HI-W —v !— rvll��i 141: i l I Y l.fF I Y1iEr 1`.,L.
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• 912 786 9539 P.83#
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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
nudes. In most cases, the rules require both the cunt 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 =ovation,
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.
()like Use Oaiy:
Project Address:
Permit Number:
Date
ip /
TOTAL. P.03
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Project Freestanding reel» ID with Announcement sign
Address: 211 Butler Ave
Tybee Wand, GA 31328
Two Signboxes bn
One Pdle
Sign Dimensions and Misc. Parameters
Signbox Height, H:
Signbox Width, W:
Overall Height, Hoa:
Secondary Signbox Height, H2:
Secondary Signbox Width, W2:
Secondary Signbox OAH, Hoag:
Soil Cover Depth, Ds:
Base Connection Type:
40.00 in
88.00 En
15.70 ft
78.00 ft
80.00 In
12.00 ft
0.00 in
Direct Burial
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vsits,42E Li61n6 2R�[
Fr S
6' L'. ONe 15 AMVATE
SHOWN f-fF
Wind Pressure and Soil Pressure Assumptions
&asic Wind Speed.
Exposure Category:
Soil Bearing Pressure:
Soil Unit Lateral Beating Pressure:
Computed Design Parameters
Total Signbox Area:
Design Wind Pressure an Malin Signbox:
Design Wind Pressu>!IIe on Pole*:
"Velar drrplalyd ra rahalahrl for n 7S 8 .i 8.t 0.1875 Sq.
Trbrr. The actual nand prrsnrrc rued fs cno,),mned arpamhr,
fnrearh srcltmr analysed.
Caisson Foundation
130 mph
C
2000 psi
160 psfm
67.78sgft
51.70 psi
21.52 psf
Depth: 9.75 ft
Diameter. 3.00 ft
Depth to Bottom: 9.75 ft
Volume of Concrete: 2.55 nu yards
Feasible Structural Members
Member
TS S x 9 x 0.1875 Sq. Tube
TS 10x6x0.1875 Rect. Tube
TS 9x 7x 0.1875 Rect. Tube
TS7x7x0258q.Tube
TS 8 x 6 x 0.25 Rect. Tube
TS 9 x 5 x 0.25 Rect. Tube
TS 6x 6x0.3125Sq.Tube
TS 7 x 5 x 0.3125 Rect. Tube
TS 12 x 4 x 0.25 Rect. Tube
TS 8 x 4 x 0.375 Rent 'rube
T$ 10 x 4 x 0.3125 Rect. Tube
10 314 x 0.250' Wee Plpe
8 518' x 0.327 Walt Pico (STD 8')
Deflection
VYt#t (Ib) Safety Factor Retie (%)
19.63 1.20 1.40%
19.63 1.46 1.02%
19.63 1.28 1.18%
22.42 128 1.65°6.
22.42 1.3$ 1.36%
22.42 1:43 136%
23.34 1.11' 2.25%
23.34 1.19 1.79%
25.83 1.94 0.64%
27.48 1.42 1.31%
27.59 1.76 0.85%
28.06 1.48 0.7196
28.68 1.18 1.12%
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Disclaimer - For (Estimating Purposes Only, Not intended for Final Engineering Design
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