HomeMy Public PortalAbout10-0371 SidesurfDATE ISSUED: 07 -16 -2010
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
ADD AWNING TO BUILDING
22 TYBRISA ST
C /SIDESURF INC DBA
MONTGOMERY RALPH PARKS
TYBEE ISLAND GA 31328
912 - 308 -1726
C /SIDESURF INC DBA
MONTGOMERY RALPH PARKS
TYBEE ISLAND GA 31328
U
$ 124.00
$2,100.00
PERMIT #: 100371
TOTAL BALANCE DUE: $ 124.00
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
ae3
CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT
\O -o31(
Location:
t /
NAME
ADDRESS
PIN #
TELEPHONE
x�wner
//1V7 P �C3
/6/4 c- ", /t-'r3
9/ -WS-a;
Architect
or Engineer
, /
Building
Contractor
(Check all that apply)
Repair
Renovation
❑ Minor Addition
Substantial Addition
Other
II
❑ Residential
❑ Single Family
❑ Duplex
❑ Multi- Family
❑ Commercial
n Footprint Changes
❑ Discovery
n Demolition
Details of Project: / 4 I 5 / ///L! p p 67/. /%/v'
Estimated Cost of Construction: $ p4 / 400
Construction Type
(1) Wood Frame
(2) Wood & Masonry
(3) Brick Veneer
Proposed use:
Remarks:
(Enter appropriate number)
(4) Masonry (6) Other (please specify)
(5) Steel & Masonry
4itie4 feltf � 446r
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
# Off - street parking spaces
Trees located & listed on site plan
Access:
Driveway (ft.)
Setbacks: Front
# Bedrooms
Living space (total sq. ft.)
rooms
ith culvert? With swale?
Rear Sides (L) (R)
# Sto Height Vertical distance measured from the average adjacent
ade 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 //L) War-
On-site
waste and debris containers will be provided by (1:194,50),-- e/iz7i
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. I accept
responsibility for any corrective action that may be necessary to restore drain_ age impaired by this
permitted con structipn.
Date: b /?'1//0
Signature of Applicant:
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 MPC?
FEMA Certification attached
State Energy Code Affidavit attached
Utilities and Public Works:
Describe any unusual finding(s)
NFIP Flood Zone
Existing
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
Signature
Date
FEES
/09
15
Permit
Inspections
Water Tap
Sewer Stub
Aid to Const.
TOTAL
07/12/2010 14:41 9122327884
COASTALCANVAS
PAGE 02/02
AWNING NING RAIL.
FABRIC
HEADROD
RAFTER
4" X 2.4"
TAPCON
SCREW
FASTENER
HEADROD DETAIL
NOT TO SCALE
SHM N0.
1 of 1
SCALE NOT I) KAU.
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ALL POINTS CAFE
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COASTAL CANVAS PIMPS Co„ INC.
Ct l4a0.4
246"
[20' -6 "]
REVIEW FOR
Every effort has
code violations
reviewer shall b
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any applicable c
review and permi
as a warranty Of
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, no oversio t by the
construed as authority
el, alter or set aside
des or ordina,ces.The
should not be construed
rantee.
Date i k•ifa
"An Approved Set of Plans Must
Remain on Job Site at All Times"
All construction
The International
Edition and State
Amendments
must comply with
Build ng Code
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OVERALL FRONT VIEW
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1816'
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BOTH END
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WHITE
VANGUARD
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TURQUOISE
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2990
WHITE
VALANCE
VANGUARD
2990 WHITE
VANGUARD
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BEACON YELLOW
ALL POINTS' CAFE
FABRIC
VALANCE FRONT VIEW
FABRIC
END VIEW
"An Approved Set of Plans Must
ISOMETRIC FABRIC VIEW Remain on Job Site at All Times"
NOT TO SCALE
2"
VALANCE
VANGUARD
2990 WHITE
FONT 4" HEIGHT
ATOMIC RED
BRF
— 6"
KFAST
BOTH END PANELS
VANGUARD 2990
WHITE
60"
[5' -0 "]
FONT 4" HEIGHT
BLACK
Z- CLIPS @ 2' -6" O.C.
SCREW FASTENER
OVERALL SIDE VIEW
AWNING RAIL
FABRIC
HEADROD
RAFTER
HEADROD DETAIL
NOT TO SCALE
NOTE: CANVAS COVER IS REMOVABLE AND IS
TO BE REMOVED BY CUSTOMER BEFORE 74 MPII
(OR HIGHER) WIND EVENT.
THE FRAME AND ANCHORING METHOD IS
DESIGNED TO WITHSTAND 130 MPH WINDLOADS.
REVIEWED BY
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FRONT, SIDE, PLAN
ISOMETRIC F
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A NEW AWNING FOR
ALL POINTS CAFE
TYBEE ISLAND, GA 31328
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HATHAM COUN
SCALE
3/8' = r -o"
REVISION
1
DATE
07 /01/2010
REASON
DESIGN
SHEET NO.
i of 2
0
246"
61 Z"
[20' -6 "]
[5' -1 1/21
T
Y
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61z"
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Y
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Y
W
T
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—
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FRONT VIEW
246"
[20' -6 "]
PLAN VIEW
Z -CLIPS @ 2' -6" O.C.
SCREW FASTENER
AWNING RAIL
FABRIC
HEADROD
RAFTER
HEADROD DETAIL
NOT TO SCALE
AR
NOTE: CANVAS COVER IS REMOVABLE AND IS
TO BE REMOVED BY CUSTOMER BEFORE 74 MPH
(OR HIGHER) WIND EVENT.
THE FRAME AND ANCHORING METHOD IS
DESIGNED TO WITHSTAND 130 MPH WINDLOADS.
AR
AR
II
ISOMETRIC FRAME VIEW
REVIEWED BY
FRONT, SIDE, PLAN
ISOMETRIC FRAME VIEW
a N
O
O
N
r•
oa
C.5
O
U
I-
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0
N
Z
v
J
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N
U
A NEW AWNING FOR
ALL POINTS CAFE
TYBEE ISLAND, GA 31328
SAVANNAH, GA.
CHATHAM COUNTY
SCALE
3/8" =1' -o"
PART c
1 of 1
QUANTITY
1 EACH
REVISION
DATE
1
07 /01 /2010
REASON
DESIGN
DROP
21"
BRACE
SMP 4B
PRO.I
60"
PRO.I
SMP 4B
WIDTH
246'
11 /R
SMP 4B AR
VAL
8"
F/B
SMP 4B
VAI. PAT
STRAIGHT
RAP. /BOW
SMP 4B
DE'T'AIL OF FRAFII. TRUSS
AND VAI. ATTACHMENT VAI.
SIZE MAY VARY .REF TO
WORE ORDER
SHEET NO.
2 of 2
T
Y
61 "
W
T
Y
61z"
W
T
Y
I12"
[5'-
W
T
Y
W
61Z"
T
[5' -I1/2'
[5' -1 I'2
"]
1/2 "]
1
[5'-
I1 /2 "]
PLAN VIEW
Z -CLIPS @ 2' -6" O.C.
SCREW FASTENER
AWNING RAIL
FABRIC
HEADROD
RAFTER
HEADROD DETAIL
NOT TO SCALE
AR
NOTE: CANVAS COVER IS REMOVABLE AND IS
TO BE REMOVED BY CUSTOMER BEFORE 74 MPH
(OR HIGHER) WIND EVENT.
THE FRAME AND ANCHORING METHOD IS
DESIGNED TO WITHSTAND 130 MPH WINDLOADS.
AR
AR
II
ISOMETRIC FRAME VIEW
REVIEWED BY
FRONT, SIDE, PLAN
ISOMETRIC FRAME VIEW
a N
O
O
N
r•
oa
C.5
O
U
I-
C-)
0
N
Z
v
J
Q
N
U
A NEW AWNING FOR
ALL POINTS CAFE
TYBEE ISLAND, GA 31328
SAVANNAH, GA.
CHATHAM COUNTY
SCALE
3/8" =1' -o"
PART c
1 of 1
QUANTITY
1 EACH
REVISION
DATE
1
07 /01 /2010
REASON
DESIGN
DROP
21"
BRACE
SMP 4B
PRO.I
60"
PRO.I
SMP 4B
WIDTH
246'
11 /R
SMP 4B AR
VAL
8"
F/B
SMP 4B
VAI. PAT
STRAIGHT
RAP. /BOW
SMP 4B
DE'T'AIL OF FRAFII. TRUSS
AND VAI. ATTACHMENT VAI.
SIZE MAY VARY .REF TO
WORE ORDER
SHEET NO.
2 of 2