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CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT
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Location: " /-000/207
NAME
ADDRESS
TELEPHONE
Owner
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97z- 915749A
Architect
or Engineer
Building
Contractor
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3og 7tc 3 c1
(Check all that apply)
Repair
Renovation
❑ Minor Addition
❑ Substantial Addition
❑ Other
Details of Project:
❑ Residential
[?C� Single Family
❑ Duplex
❑ Multi - Family
❑ Commercial
❑ Footprint Changes
❑ Discovery
❑ Demolition
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Estimated Cost of Construction: $ 1/ cZY-dv
Constru ion Type (Enter appropriate number)
(1) Woo Frame (4) Masonry (6) Other (please specify)
(2) Wood Masonry (5) Steel & Masonry
(3) Brick neer
Proposed us
Remarks:
ATTACH A C
following inform
F THE CERTIFIED ELEVATION SURVEY OF LOT and complete the
n based on the construction drawings and site plan:
# Units # Bedrooms # Bathrooms
Lot Area Living space (total sq. ft.)
# Off - street par: ing spa es
Trees located :- listed on ite plan
Access:
Driveway (ft.) With culvert? With swale?
Setbacks: ront Rear Sides (L) (R)
# Stories Height Vertical distance measured from the average adjacent
grade of he building to the extreme high point of the building, exclusive of chimneys, heating
units, v: ntilation 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 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 this
permitted construction.
Date: 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 Office
Water /Sewer
Stolln/Drainage
Inspections
City Manager
Signature
FEES
Permit
Inspections
Water Tap
Sewer Stub
Aid to Const.
TOTAL
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Reet:fit 1.001ANO LS & R412 GUARDRAILS -
Stairs mbre thari30" in .ht require
34138" andralls.
Porches, balconies, ramfil deck
it
l
than; 30" above grkde requiri`367 gua
Largest •pening permitted46,4"
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Sect. R-311.5.6 HA4.1!.,!.> 1-312 GUARDRAILS
Stairs more than 30" in height require
34"/38" handrails.
Porches, balconies, ramp & decks more
than 30" above grade require 36" guardralla.
Largest opening permitted is 4"
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DATE ISSUED: 10 -22 -2010
WORK DESCRIPTION
CITY OF TYBEE ISLAND
BUILDING PERMIT
PORCHES - REPAIR FRNT /ENC REAR
WORK LOCATION 4 MOORE AVE
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
PERMIT #: 100497
All construction must comply with
The international Building Iaede.Zooko
IRANY VOLLMER Edition and State of Georgia Building
PO BOX 2191 Amendments
TYBEE ISLAND GA 31328 -2191
TYBEE STAN THE HANDYMAN
PO BOX 807
TYBEE ISLAND GA 31328
Sect. R411.5.6 HANDRAILS & R•312 GUARDRAILS
420 Stairs more than 30" in height require
p 34 "138" handrails.
$ 287.00 Porches, balconies, ramp & decks more
than 30" above grade require 36" guardrails.
Largest opening permitted is 4"
$3,450.00
TOTAL BALANCE DUE: $ 287.00
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:
,q1,11.1.02)
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
10-o411
Location: 4 toCe, POe qe__
NAME
ADDRESS
PIN #
TELEPHONE
Owner
\ akme
�Cchy V
3t3:�
L e.
q ia- Lk'�- �b9ci�
Architect
or Engineer
�/
Building
Contractor
508 (o,
(Check all that apply)
❑ Repair ❑ Residential
R Renovation ❑ Single Family
❑ Minor Addition ❑ Duplex
❑ Substantial Addition ❑ Multi - Family
❑ Other ❑ Commercial
0
Details of Project: v-yace der c.."..nck c-- ",;,,,\ S c.) \- yvit, ,r -�.�-, • C \OS?
❑ Footprint Changes
❑ Discovery
❑ Demolition
5 Q)
tOtV
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C r vk r LeXckv . (D- SSr, �C , C ac .c% )
Estimated Cost of Construction: $ ?���� `'� CreNoer �`S qr
,4,47/Ardi
Constru • Type (Enter appropriate
(1) Wood Frame (4) Maso
(2) Wood & Masonry teel & Masonry
(3) Brick Veneer
Proposed us •
Re
(6) Other (please specify)
ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the
followi • information based on the construction drawings and site
# Units # Bedrooms # Bathrooms
Lot Area Living sp. - total sq. ft.)
# Off - street parking spaces J. (4' g 3o' = 42.0 5t • c-i- •
Trees located & listed on site plan
Access:
Driveway (ft.) With culv- With swale?
Setbacks: Front Rear Sides (L) (R)
# Stories Height Vertical distance me red from the average adjacent
grade of the building to the extreme high point of the building, - . lusive of chimneys, heating
units, ventilation ducts, air conditioning units, elevators, and similar ppurtances.
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 sue\ by means of
■Se.,\n't / +irk), ck-
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 this
permitted construction.
Date: ■CA kL\ ul0
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
I O /t.
FEES
Permit (P
Inspections
IS
Water Tap
Sewer Stub
Aid to Const. 21Q
TOTAL
Zg%
Lexan* 9034 Sheet
Description
•
sd6i.
Product Datasheet
Lexan* 9034 uncoated polycarbonate sheet is the standard grade of Lexan sheet for transparent protective glazing. High- impact Lexan 9034
sheet may be an excellent candidate for primary glazing, or on either side of existing glazing for economical protection against breakage or
intrusion. A better insulator than glass, Lexan 9034 sheet may contribute to lower energy costs.
Typical Property Values •
Property Test Method Unit Value
Physical
Specific Gravity ASTM D792 — 1.20
Refractive Index @ 77 °F ASTM D542A — 1.586
Light Transmission (Average), 1/8" disk ASTM D1003 % 88
Rockwell Hardness ASTM D785 — M70
Abrasion Resistance, Taber Abrader, CS -17 wheel ASTM D1044 mg /1,000 cycles 10
Water Absorption, Equilibrium, 24 hrs ASTM D570 % 0.15
@ 73 °F 0.35
@ 212 °F 0.58
Mechanical
Tensile Strength @ Yield ASTM D638 psi 9,000
@ Ultimate 9,500
Tensile Modulus ASTM D638 psi 345,000
Flexural Strength ASTM D790 psi 13,500
Flexural Modulus ASTM D790 psi 345,000
Flexural Endurance @ 1,800 cycles /min,
73 °F, 50% RH ASTM D671 psi 1,000
Compressive Strength ASTM D695 psi 12,500
Compressive Modulus ASTM D695 psi 345,000
Elongation ASTM D638 % 110
Poisson's Ratio — — 0.37
Izod Impact Strength Notched @ 1/8" ASTM D256A ft-lbs/in 12 -16
Unnotched @ 1/8" 60 (no failure)
Tensile Impact Strength, S -Type Specimen ASTM 1822 ft-lbs/in2 225 -300
Shear Strength @ Yield ASTM D732 psi 6,000
@ Ultimate 10,000
Shear Modulus ASTM D732 psi 114,000
Deformation Under Load @ 4,000 psi @ 73 °F ASTM D621 % 0.2
@ 158 °F 0.3
Thermal
Coefficient of Thermal Expansion ASTM D696 in /in / °F 3.75 x 10-5
Coefficient of Thermal Conductivity ASTM C177 Btu•in /hr•ft2• °F 1.35
Specific Heat @ 40 °C cal /gm / °C 0.30
Heat Deflection Temperature @ 264 psi ASTM D648 °F 270
@ 66 psi 280
Brittle Temperature ASTM D746 °F 211
Flammability
Horizontal Burn (Flame Spread) AEB ASTM D635 in <1
Electrical
Dielectric Constant @ 10 Hz ASTM D150 — 2.96
@ 60 Hz 3.17
Volume Resistivity ASTM D257 ohm -cm 8.2 x 1016
Power Factor @ 60 Hz ASTM D150 0.0009
@ 1,000,000 Hz 0.010
Arc Resistance ASTM D495 sec
Stainless Steel Strip Electrodes 10 -11
Tungsten Electrodes 120
• These are typical properties and are not intended for specification purposes. If minimum certifiable properties are required, please contact
your local SABIC Innovative Plastics representative or SABIC Innovative Plastics Quality Services Department.
* Trademarks of SABIC Innovative Plastics IP BV
Lexan*
Lexan* 9034 Sheet
Tou Lexan* Virtuallgh y
Polycarbonate Sheet Unbreakable
• Trademark of SABIC Innovative Plastics IP BV
Product Datasheet
Americas:
SABIC Innovative Plastics
Specialty Film & Sheet
One Plastics Avenue
Pittsfield, MA 01201
USA
Tel. (1) (413) 448 5400
Fax. (1) (413) 448 7506
Toll free: 1 -800 451 3147
Europe:
SABIC Innovative Plastics
Specialty Film & Sheet
Plasticslaan 1
NL - 4612 PX Bergen op Zoom
The Netherlands
Tel. (31) (164) 292911
Fax. (31) (164) 293272
Pacific:
SABIC Innovative Plastics
Specialty Film & Sheet
1266 Nanjin Road (W)
Plaza 66, 17th Floor
200040 Shanghai, China
Tel. (86) 21 62881088
Fax. (86) 21 62880818
THE MATERIALS, PRODUCTS AND SERVICES OF SABIC INNOVATIVE PLASTICS HOLDING BV, ITS SUBSIDIARIES AND AFFILIATES
( "SELLER "), ARE SOLD SUBJECT TO SELLER'S STANDARD CONDITIONS OF SALE, WHICH CAN BE FOUND AT http: / /www.sabic- io.com AND
ARE AVAILABLE UPON REQUEST. ALTHOUGH ANY INFORMATION OR RECOMMENDATION CONTAINED HEREIN IS GIVEN IN GOOD FAITH,
SELLER MAKES NO WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, (i) THAT THE RESULTS DESCRIBED HEREIN WILL BE OBTAINED
UNDER END -USE CONDITIONS, OR (ii) AS TO THE EFFECTIVENESS OR SAFETY OF ANY DESIGN INCORPORATING SELLER'S PRODUCTS,
SERVICES OR RECOMMENDATIONS. EXCEPT AS PROVIDED IN SELLER'S STANDARD CONDITIONS OF SALE, SELLER SHALL NOT BE
RESPONSIBLE FOR ANY LOSS RESULTING FROM ANY USE OF ITS PRODUCTS OR SERVICES DESCRIBED HEREIN. Each user is responsible
for making its own determination as to the suitability of Seller's products, services or recommendations for the user's particular use through
appropriate end -use testing and analysis. Nothing in any document or oral statement shall be deemed to alter or waive any provision of
Seller's Standard Conditions of Sale or this Disclaimer, unless it is specifically agreed to in a writing signed by Seller. No statement by Seller
concerning a possible use of any product, service or design is intended, or should be construed, to grant any license under any patent or
other intellectual property right of Seller or as a recommendation for the use of such product, service or design in a manner that infringes
any patent or other intellectual property right.
SABIC Innovative Plastics is a trademark of Sabic Holding Europe BV
* Trademark of SABIC Innovative Plastics IP BV
vvww.saoic- ip.com
Latest update SABIC 01/2008
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