HomeMy Public PortalAboutEIGHTEENTH PL_2 1OF5.pdf{f
Permit No.
Owner's Name
Gen. Contractor
City of Tybee Island - Community Development Dept. 'l_
Inspection Report Cam=
403 Butler Ave. - P.O. Box 2749 - T bee Island GA 31328 2Mai
Y INTERNAI ',IAL
Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL
MEMBER
Date Requested
Date Needed
Subcontractor
Contact Information
Project Address jt %
Scope of Work
Inspector Date of Inspection
Inspection Pass. Fail Fee
c1. �
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass E] Fail ❑ Fee
Inspection
Pass ❑ Fail ❑ Fee
C v
i
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DATE ISSUED: 01 -2 -2013
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
GEOTHERMAL LOOP SYSTEM
2 EIGHTEENTH PL
WISTAR LEWIS
PO BOX 60759
SAVANNAH GA 31420
THE EARTH COMFORT COMPANY, INC
202 GREEN BRIDGE RD
GUYTON GA 31312
P
$ 105.00
$12,000.00
PERMIT #: 130004
TOTAL BALANCE DUE: $ 105.00
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:
e
P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 786 -9539
www.cityoftybee.org
City of Tybee Island, Georgia
912- 472 -5033 or 912 - 472 -5031 - Fax 912- 786 -9539
�> APPLICATION FOR BUILDING PERMIT
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Property Address: 42- place—
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(Check all that apply)
Single Family ❑ Discovery/Tearout
❑ Duplex ❑ Footprint Changes -
F-1 Multi- Family units new _ square feet
❑ Commercial units heated /cooled
(0ag9i) Chaf%ts 'Days
❑ Demolition of Structure
❑ Other
Details of Project:
Name
Mailing Address
Telephone
Owner
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Cell: -6
Architect or
Engineer
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(Check all that apply)
Single Family ❑ Discovery/Tearout
❑ Duplex ❑ Footprint Changes -
F-1 Multi- Family units new _ square feet
❑ Commercial units heated /cooled
(0ag9i) Chaf%ts 'Days
❑ Demolition of Structure
❑ Other
Details of Project:
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Estimated Cost of Construction: $ =mot coo v (materials + labor + profit/overhead)
If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon
the scope of the work, two sets of construction drawings and /or a site plan may be required.
Year Built: Listed on National Historic Register or located within a National Historic District? Y / N
* Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you
may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island.
*Also see the Tybee Island Land Development Code Article 14: Historic Preservation
During construction:
On -s' e� rre�stroom facilitie will be provided through 0`i Tvtirs Construction debris will be disposed
by _ '4k' �tC_ �7r�� by means of i r I understand that I must comply with zoning flood
damage control, building, fire, shore protection and wetl d ordinances FEMA regulations and all applicable codes and
regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way
adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that
may be necessary to restore drainage impaired by this permitted construction.
Date: i Z' "/ Z Signature of Applic nt:
Printed Name
Note: A permit normally takes 7 to 10 days to process
Approvals: Signature Date
Planning & Zoning Manager - 0% 3
Building Official 17, i
Water /Sewer
Storm /Drainagepe.r IoP_ 's ko - 2- O
City Manager
FEES
Permit
Inspections
Cap Cost Rec
Water Tap
Sewer Stub
Eng. Fees
Aid to Const.
TOTAL
Dianne Otto
From: Dianne Otto
Sent: Thursday, December 27, 2012 8:48 AM
To: ' Wistar Lewis'
Subject: RE: FW: #2 - 18th Place, Tybee, consturction access, erosion control
Yes, 11:30 today works. See you then.
Dianne K. Otto, CFM
City of Tybee Island
dotto@cityoftybee.org
phone 912.472.5031
fax 912.786.9539
From: Wistar Lewis [mailto:wistarlewis @gmail.com]
Sent: Wednesday, December 26, 2012 4:38 PM
To: Dianne Otto
Subject: Re: FW: #2 - 18th Place, Tybee, consturction access, erosion control
Dianne: Can we meet at 11:30 tomorow?
On Wed, Dec 26, 2012 at 4:17 PM, Dianne Otto <Dottota"�,city0ft bee or > wrote:
Mr. Lewis,
The information below suffices for the Young's consent to locate a construction exit in the Eighteenth Place
easement. I am waiting for Downer's okay before releasing a permit for the geothermal work.
Are you available tomorrow at 10 am to meet regarding submittal of the variance paperwork and the new
construction building plans? The applications for each need to be completed prior to the meeting.
Dianne K. Otto, CFM
City of Tybee Island
dotto P cityoftybee. org
phone 912.472.5031
fax 912.786.9539
Dianne Otto
From: ledbythesea @netscape.net U QYV�ei rJ + Q �n C Ovi Se n 1�
Sent: Thursday, December 20, 2012 2:19 PM
To: wistarlewis @gmail.com; greg @greghallhomes.com C� �� 20 5e rva q+
Cc: Dianne Otto; lahbos @bellsouth.net
Subject: Re: #2 - 18th Place, Tybee, consturction access, erosion control
We have reviewed Mr. Lewis' email and have no objection to his proceeding with the installation of the erosion control
construction exit, as shown in his attached document.
We have noted in a conversation with Mr. Lewis that no permanent obstruction of the right -of -way would be permitted
under the terms of our easement agreement.
His proposal is in keeping with this requirement to the best of our understanding.
Sincerely,
Helene Jamieson and Edward Damarjian
- - - -- Original Message---- -
From: Wistar Lewis <wistarlewis(q).gmail.com>
To: Greg Hall <greg(a)greghallhomes.com >; ledbythesea <ledbythesea @netscaoe.net>
Cc: dotto <dotto(aD_cityoftybee.org >; Mark Boswell <lahbos(o)_bellsouth.net>
Sent: Thu, Dec 20, 2012 10:10 am
Subject: #2 - 18th Place, Tybee, consturction access, erosion control
Dear Mr. & Mrs. Damarjian and Mr. & Mrs. Young:
As your new neighbor to the east on 18th Place, we are prepared to begin construction of our new home at 42 18th Place
and need to install the required erosion control "construction exit" within the 20' private road easement to access our
property. Since both of you own 10' (or half) of the private road easement where we are required to install the construction
exit (primarily consisting of crushed stone), the City of Tybee would like for you to be aware of the situation and
acknowledge by written letter or by response to this email, that you have no objection to me proceeding with installation of
the "construction exit ". The construction exit will ultimately be removed and replaced with a permanent extension of the
existing private road.
I have attached a drawing (by Mr. Mark Boswell, the same engineer you both have used) illustrating the location of the
construction exit which will be east of your driveways.
Please review and respond promptly with your approval as we'd like to begin site work ASAP. Our Land Disturbance
permit is ready but contingent upon your approval letters.
Thank you very much and I look forward to a completing an attractive and functional "end of the road" site development
that all residents of 18th Place will enjoy. I am always open to comments and suggestions and will work with everyone
to improve our private access easement.
Sincerely,
Wistar Lewis
912- 656 -8180
ps: Greg, please forward this email to Mr. Young
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U p o n C o m p l e t i o n o f D r i l l i n g
W i s t a r L e w i s
STATE OF GEORGIA
Department of Natural Resources
GEORGIA STATE BOARD OF REGISTRATION
FOR WATER WELL CONTRACTORS
LICENSE ND. 607 DATE ISSUED ,7 / 1 / 201 1
E"r,nr.o., /30/2013
Cha vis
Chairman Administrator
Dianne Otto
From:
Wistar Lewis [wistarlewis @gmail.com]
Sent:
Thursday, December 20, 2012 10:30 AM
To:
Dianne Otto
Cc:
Greg Hall
Subject:
geothermal loop installation for #2 18th Place
Dianne,
Here is a description of the geothermal loop installation procedure from the geothermal loop contractor, Mr.
Charles Davis. He spoke with Downer Davis yesterday and asked that you please forward this email to Downer.
Thank you, Wistar Lewis
---- - - - - -- Forwarded message ---- - - - - --
From: Charles Davis <earthcomfortg mail.com>
Date: Thu, Dec 20, 2012 at 9:37 AM
Subject: City of Tybee permit
To: Wistar Lewis <wistarlewisg mail.com>
Cc: Office <officecr�,earthcomfort.net >, Nathan Davis <n davisgearthcomfort.net>
Wistar,
The Earth Comfort Company will install 7 - 4.5" diameter boreholes at a depth of 250 feet each on your Tybee
property on 18th Place.
We will use a rubber track mounted drill rig which will be unloaded on the pavement and driven up the
driveway following a path similar to a car entering the garage area of your future home.
We will do all of our work within the footprint of the house. All runoff will be contained to that area of the
property.
When finished, we will follow the same path back to the pavement and load the rig.
Please forward this to the City of Tybee Island in reference to your Land Disturbance Permit.
Thank you,
Charles Davis
President
202 GreenBridge Rd
Guyton, GA 31312
912.695.7350
7Series
70OA 11
Geothermal Heat Pump
• R -410A Refrigerant
• 3, 4, 5 Ton Variable Speed
Installation Information
Water Piping Connections
Hot Water Generator Connections
Electrical
Startup Procedures
Troubleshooting
Preventive Maintenance
ALL CONSTRUCTION MUST COMPLY WITH THE
SSTD 10-915 AND THE IRC ONE AND TWO
FAMILY DWELLING CODE LOG EDITION
AND STATE OF GEORGIA AMENDMENTS
NO UTILITIES (CONDUIT, ROMEX, PIPING,
DUCTS, ELECTRICAL, OUTLETS/PANELS
ETC.) ARE ALLOWED IN BREAKAWAY WALLS
All Insulations must
comply with The Georylr
State Energy Code
and to Georgiai ��
• Sri
Smarter from the Ground Up'
°An Appkwted set of Plans Must
Remain on .lob site at All Tillmesp,
REVIEW FOR CODE COMPLIANCE
Every effort has been made to Identify
code violations, no oversight by the
reviewer shall be construed as authority
to violate, cancel, alter or set aside
any applicable codes or ordinances. The
review and permit sheuid nnt k.
as a warranty or 908rantee.
Reviewed By ate4f ig—
Ali Plumbing Installations must
comply with The International Plumbing
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of Geor 1� a Am�ndr�ent�''S
opPROUD MEMBER
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General Installation Information
Safety Considerations
WARNING: Before performing service or
maintenance operations on a system, turn off main
A power switches to the indoor unit. If applicable,
turn off the accessory heater power switch.
Electrical shock could cause personal injury.
Installing and servicing heating and air conditioning
equipment can be hazardous due to system pressure and
electrical components. Only trained and qualified service
personnel should install, repair or service heating and air
conditioning equipment. Untrained personnel can perform
the basic maintenance functions of cleaning coils and
cleaning and replacing filters. All other operations should
be performed by trained service personnel. When working
on heating and air conditioning equipment, observe
precautions in the literature, tags and labels attached to the
unit and other safety precautions that may apply.
Follow all safety codes. Wear safety glasses and work
gloves. Use a quenching cloth for brazing operations and
have a fire extinguisher available.
Moving and Storage
Move units in the normal "up" orientation. Horizontal units
may be moved and stored per the information on the
packaging. Do not stack more than three units in total
height. Vertical units may be stored one upon another to
a maximum height of two units. Do not attempt to move
units while stacked. When the equipment is received, all
items should be carefully checked against the bill of lading
to be sure all crates and cartons have been received.
Examine units for shipping damage, removing the units
from the packaging if necessary. Units in question should
also be internally inspected. If any damage is noted, the
carrier should make the proper notation on the delivery
receipt, acknowledging the damage.
Unit Location
Locate the unit in an indoor area, minimum ambient of
45 °F and maximum ambient of 100 °F, that allows for easy
removal of the filter and access panels. Attic installations
are not approved and could result in loss of warranty.
Installation is not recommended in areas with excessive dirt
and debris as this may be drawn into the VS drive causing
overheating of the VS drive. Location should have enough
space for service personnel to perform maintenance or
repair. Provide sufficient room to make water, electrical
and duct connection(s). If the unit is located in a confined
space, such as a closet, provisions must be made for return
air to freely enter the space by means of a louvered door,
etc. Any access panel screws that would be difficult to
remove after the unit is installed should be removed prior
to setting the unit. On horizontal units, allow adequate
room below the unit for a condensate drain trap and do not
locate the unit above supply piping. Care should be taken
7 SERIES 70OAll INSTALLAT ►ON MANUAL
when units are located in unconditioned spaces to prevent
damage from frozen water lines and excessive heat that
could damage electrical components.
Filter Rack Conversion
A 2 in. MERV 11 filter is shipped with the heat pump. To
field convert the filter rack to use 1 in, filters, simply insert
the provided plastic push pins into the holes located in the
filter rack. There are holes on the top and bottom of the
rack, underneath the instruction labels, for field conversion
to 1 in. filters.
Installing Vertical Units
Prior to setting the unit in place, remove and discard the
compressor hold down shipping bolt located at the front of
the compressor mounting bracket.
Vertical units are available in left or right air return
configurations. Top and rear air discharge vertical units
should be mounted level on a vibration absorbing pad
slightly larger than the base to provide isolation between
the unit and the floor. It is not necessary to anchor the unit
to the floor (see below).
Bottomflow units should be mounted level and sealed well
to floor to prevent air leakage. Bottomflow units require
the supply air opening to be cut at least 1/2 in. larger than
the unit's air outlet. Protect the edges of combustible
flooring with sheet metal over -wrap or other non-
combustible material.
Figure 1: Vertical Unit Mounting
2 in. Extruded
Polystyrene
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Closed Loop Ground Source Systems
NOTE: For closed loop systems with antifreeze protection,
set SW2 -1 to the "LOOP" (15 °F) position. (Refer to the DIP
Switch Settings table in the Aurora Control section.)
Once piping is completed between the unit, pumps and the
ground loop (see figure below), final purging and charging
of the loop is required. A flush cart (or a 1.5 HP pump
minimum) is needed to achieve adequate flow velocity
in the loop to purge air and dirt particles from the loop
itself. Antifreeze solution is used in most areas to prevent
freezing. Flush the system adequately to remove as much
air as possible then pressurize the loop to a static pressure
of 40 -50 psi (summer) or 50 -75 psi (winter). This is
normally adequate for good system operation. Loop static
pressure will fluctuate with the seasons. Pressures will be
higher in the winter months than during the cooling season.
This fluctuation is normal and should be considered when
initially charging the system.
After pressurization, be sure to turn the venting (burping)
screw in the center of the pump two (2) turns open (water
will drip out), wait until all air is purged from the pump,
then tighten the plug. Variable speed pumps do not have
a venting screw. Ensure that the loop pumps provide
adequate flow through the unit(s) by checking the pressure
drop across the heat exchanger and comparing it to the unit
capacity data in this catalog. 2.5 to 3 gpm of flow per ton of
cooling capacity is recommended in earth loop applications.
Figure 7: Closed Loop Ground Source Application
Auxiliary Heat GeoLink®
TO
Supply LOO
Polyethylene w/ P
Unit Supply AnnafleA
Insulation _*
Disconnects
Flexible Duct
Collar
GeF l;06
Floµ'
Auxiliary Center
Heater
Knockout
/ Unit Power
Hot Water Generator
Connections
Low
PT Insulated piping
Voltage to \ P!r Plugs or hose kit
Thermostat
Vibration Absorbing Pad
NOTE: Additional information can be found in Flow
Center installation manual and Flush Cart manual.
7 SERIES 70OA11 INSTALLATION MANUAL
Multiple Units on One Flow Center
NOTE: This feature is only available in the Aurora Advanced
Control package (AXB board), NOT the Aurora Base
Control (ABC).
When two units are connected to one loop pumping system,
pump control is automatically achieved by connecting the
SL terminals on connector P2 in both units with 2 -wire
thermostat wire. These terminals are polarity dependant (see
Figure 8). The loop pump(s) may be powered from either
unit, whichever is more convenient. If either unit calls, the loop
pump(s) will automatically start. The use of two units on one
flow center is generally limited to a total of 20 gpm capacity.
Variable Speed Pump Setup
When using a variable speed pump flow center (FCV1 -GL or
FCV2 -GL) the use of an AID Tool will be necessary to adjust
minimum and maximum flow rates. The factory default is:
minimum =50% and maximum =100% speed levels. See the
7 Series FCVI -GL, FCV2 -GL Pump Setup and Modulating
Water Valve Setup instructions within the Unit Startup
section which is located in the back of this manual. Always
ensure that there is adequate flow for the heat pump, See
Recommended Minimum /Maximum Flow Rates table.
NOTE: When sharing a flow center, the variable speed heat
pump should be the primary unit. When two variable speed
heat pumps share a flow center, the larger capacity heat
pump should be the primary unit.
Recommended Minimum /Maximum Flow Rates
Model
and Size
Closed Loop
Open Loop
Min. Flow Rate
gpm
Max. Flow Rate
gpm
Min. Flow Rate
gpm
Max. Flow Rate
gpm
NV'036
5.0
12.0
5.0
8,0
NV'048
5.0
15.0
5.0
10.0
NV'060
5.0
18.0
5.0
72,0
6/7/12
Figure 8: Primary /Secondary Hook -up
7 Series to
7 Series to
7 Series to
5 or 7 Series Units
Envision Units
Electromechanical Units
7 Series Unit #1
7 Series Unit #1
7 Series Unit #1
with AXB Board
with AXB Board
with AXB Board
Shut SL1 0
Down C C In OW
Shul SL1 SL1
Down C C
Shut S SL1
C C
In Out
Down
I Out
With pump
'
With pump
wired to Unit 1
wired to
With pump
O
Unit 1
wired to
'With pump
Unit 2
wired to
Unit 2
�,.;,,x.
shut C C SL7 SL1
Down In out
Shut SL1 SO
Down C C In Out
C $
5 or 7 Series Unit #2
Envision Unit #2
To Electromechanical Unit
with AXB Board
Hot Water Generator Connections
To maximize the benefits of the hot water generator a
minimum 50- gallon water heater is recommended for
higher demand applications, use an 80- gallon water
heater or two 50- gallon water heaters connected in a
series as shown below. Two tanks plumbed in a series
is recommended to maximize the hot water generator
capability. Electric water heaters are recommended. Make
sure all local electrical and plumbing codes are met for
installing a hot water generator. Residential units with hot
water generators contain an internal circulator and fittings.
A water softener is recommended with hard water (greater
than 10 grains or 170 total hardness).
NOTES: 1) Using a preheat tank, as shown in Figure 12, will
maximize hot water generator capabilities. 2) The hot water
generator coil is constructed of vented double wall copper
suitable for potable water.
Water Tank Preparation
To install a unit with a hot water generator, follow these
installation guidelines.
1. Turn off the power to the water heater.
2. Attach a water hose to the water tank drain connection
and run the other end of the hose to an open drain or
outdoors.
3. Close the cold water inlet valve to the water heater tank.
4. Drain the tank by opening the valve on the bottom of
the tank, then open the pressure relief valve or hot water
faucet.
5. Flush the tank by opening the cold water inlet valve to
the water heater to free the tank of sediments. Close
when draining water is clear.
6. Disconnect the garden hose and remove the drain valve
from the water heater.
7. Refer to Plumbing Installation and Hot Water Generator
Startup.
CAUTION: Elements will burn out if energized dry.
If
7 SERIES 700AII INSTALLATION MANUAL
Figure 11: Typical Hot Water Generator Installation
3/4" x 3/4" x 112" tee Cold Hot
Venting Waste
Water In Water out
Valve or Vent
Coupling i I �(
HWG 6"�
iter Ou t P /TRelief
/ i Valve
In
water In DrainValve
Figure 12: Hot Water Generator Installation In Preheat Tank
3/4" x 3/4" Cold Hot
Venting Waste Valve
or Vent Coupling x 112" tee Water In Water Out
ui
HWG
I
"\
ate r Out
P/T Relief
P/T Rel
Valve
Valve
HWG Drain Valve Drain Valve
Water In
Storage Electric Powered
Tank Water Heater
NOTE: This configuration maximizes hot water generator
capability.
7 SERIES 70OA11 INSTALLATION MANUAL
The Aurora TM Advanced VS Control System
Aurora Advanced VS Control
Aurora Advanced VS
Control System is a
complete residential
and commercial comfort
system that brings all
aspects of the HVAC
system into one cohesive
module network. The
Aurora Advanced VS
Control features the
Aurora Base Control
(ABC) and the Aurora
Expansion Board
(AXB). The InfiniSpeed
drive communicates
to the Aurora Control
and provides variable
capacity and envelope
control. The ABC
features microprocessor control and HP, LP, loss of charge,
condensate and freeze detection, over /under voltage
faults, along with communicating thermostat capability
for complete fault detection text at the thermostat. Aurora
uses the Modbus communication protocol to communicate
between modules. Each module contains the logic to control
all features that are connected to the module. The ABC has
two Modbus channels. The first channel is configured as a
master for connecting to devices such as a communicating
thermostat, expansion board, or other slave devices. The
second channel is configured as a slave for connecting the
Aurora Interface Diagnostics Tool (AID Tool).
The Aurora AXB expands on the capability of the ABC
control board. The additional features include active
dehumidification, SuperBoost cooling mode, loop pump
slaving, intelligent hot water generator control, variable
speed pump capability, and also allows for optional energy,
refrigeration, and performance monitoring add -on sensor
kits. The AXB also features a second field configurable
accessory relay, and two home automation inputs that
are AID configurable for different types of alarms from
sump pumps to home security. The Smart Grid input is
AID configurable with many options to react to Utility
controlled relay operation for On Peak optimization.
The AXB also expands the communication capability for
IntelliZone2 ready operation as well as other expansion
with the ClimateTalk protocol.
Aurora Control Features
Description
Aurora Advanced VS
Advanced Microprocessor Features
Smart Grid, Home Automation Alarm Inputs, and Accessory2 Relay (HRV /ERV)
Advanced Hot Water Generator
Microprocessor and separate power relay for Hot Water Generator Pump with digital
For Service
Control
temperature monitoring and multiple HWG setpoint selection.
(Ver. 2.xx or greater)
Advanced Speed Pump Control
Microprocessor and separate power relay for loop pump and inline circuit breakers
and loop pump slaving.
Variable Speed Pump
Capable of setup, monitoring and controlling a variable speed flow center.
Active Dehumidification
Coil temperature is monitored and air flow is reduced for maximum latent moisture
7 Series Variable
removal.
Speed Only
Allow the variable speed compressor to ramp up an extra 30% of cooling capacity if
SuperBoost
needed. This extra 'SuperBoost' will only be available for a 24 hr period and then the
unit will revert to normal operation.
Smart Grid/Utility n
Y p ut
Allows simple input to externally enable of occupied /unoccupied mode for basic
Dry Contact xl
utility time of use programs.
Allows simple input to signal sump, security, or smoke /CO sensor alarms from other
Home Automation Alarm Input
home automation or security systems. The two inputs can be field configured to a
Dry Contact x2
number of options and logic.
HAN /Smart Grid Com
Allows direct communication of the Aurora to Smart Meters, Home Automation
(AWL and Portal) Kit
Network and Internet.
Optional AWL
IntelliZone2° Compatibility
p y
IntelliZone2 communicates to the heat pump via the AXB board. IntelliZone requires
Optional IntelliZone2
traditional thermostat inputs and is not compatible with the 7 Series.
Service Device
Description
Aurora Advanced VS
Allows setup, monitoring and troubleshooting of any Aurora Control.
NOTE: Although the ABC has basic compatibility with all Aurora, new product
For Service
Aurora Interface and Diagnostics
(AID) Tool
features may not be available on older AID Tools. To simplify the basic compatibility
ensure the version of AID is at least the same or greater than the ABC software
version.
(Ver. 2.xx or greater)
22
WaterFurnace Geothermal Systems: Residential Earth Loops Explained Page 1 of 2
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Here Are the Facts on Earth Loops
Three Basic Geothermal Energy Sources
Closed -loop systems circulate a water -based solution through a 'loop system " of small- diameter,
high- density polyethylene underground pipes. Closed -loop systems can be installed horizontally,
vertically or in a pond. Open -loop systems use an existing water well or surface water. Whether the
system is open or closed, heat is transferred to or from the structure, regardless of outdoor
temperature, to provide year -round comfort.
Horizontal Loops
Often used when adequate land surface is available. Depending on
geothermal system needs and space available, pipes are placed in
L trenches that range in length from 100 to 400 feet.
Vertical Loops
The ideal choice for a geothermal heat pump when available land
surface is limited. Well drilling equipment is used to bore small -
diameter holes from 100 to 400 feet deep.
�r
Pond(Lake)Loops
Very economical to install when a large body of water is available for
use by the geothermal heating and cooling system. Coils of pipe are
simply placed on the bottom of the pond or lake to capture the
geothermal energy.
Open loops (Well -Water Systems)
In ideal conditions, an open -loop application can be the most
economical type of geothermal system. These use groundwater from
a well as a direct energy source.
(Click on the loop illustrations for larger images)
http://www.waterfumace.com/earth—loops.aspx 12/27/2012
7Series
70OA 11
Geothermal Heat Pump
• R -410A Refrigerant
• 3, 4, 5 Ton Variable Speed
Installation Information
Water Piping Connections
Hot Water Generator Connections
Electrical
Startup Procedures
Troubleshooting
Preventive Maintenance
ALL CONSTRUCTION MUST COMPLY WITH THE
SSTs lo-51 AND THE IRC ONE AND TWO
FAMILY DWELLING CODE zoaC EDITION
AND STATE OF GEORGIA AMENDMENTS
NO UTILITIES (CONDUIT, ROMEX, PIPINU,
DUCTS, ELECTRICAL, OUTLETS/PANELS
ETC.) ARE ALLOWED IN BREAKAWAY WALLS
All insulations must
e
I
Remain on job Site at All Timew, �
MOVIISW FOR 000Z OOMPLIAN P-2:
Every effort has been made to Ider tifft
code violations, no oversight by th®
reviewer shall be construed as authdritrr
to violate, cancel, alter or set ai id
any applicable codes or ordinances, FFtI�
review and permit should not be const ul
as a warranty or a Ln
Reviewed gv_ _ 214 Date t a I J-% S
All Plumbing Installations must
comply with The International Plumbing
"code Z01- �Itton and State
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General Installation Information
Safety Considerations
WARNING: Before performing service or
maintenance operations on a system, turn off main
power switches to the indoor unit. If applicable,
turn off the accessory heater power switch.
Electrical shock could cause personal injury.
Installing and servicing heating and air conditioning
equipment can be hazardous due to system pressure and
electrical components. Only trained and qualified service
personnel should install, repair or service heating and air
conditioning equipment. Untrained personnel can perform
the basic maintenance functions of cleaning coils and
cleaning and replacing filters. All other operations should
be performed by trained service personnel. When working
on heating and air conditioning equipment, observe
precautions in the literature, tags and labels attached to the
unit and other safety precautions that may apply.
Follow all safety codes. Wear safety glasses and work
gloves. Use a quenching cloth for brazing operations and
have a fire extinguisher available.
Moving and Storage
Move units in the normal "up" orientation. Horizontal units
may be moved and stored per the information on the
packaging. Do not stack more than three units in total
height. Vertical units may be stored one upon another to
a maximum height of two units. Do not attempt to move
units while stacked. When the equipment is received, all
items should be carefully checked against the bill of lading
to be sure all crates and cartons have been received.
Examine units for shipping damage, removing the units
from the packaging if necessary. Units in question should
also be internally inspected. If any damage is noted, the
carrier should make the proper notation on the delivery
receipt, acknowledging the damage.
Unit Location
Locate the unit in an indoor area, minimum ambient of
45 °F and maximum ambient of 100 °F, that allows for easy
removal of the filter and access panels. Attic installations
are not approved and could result in loss of warranty.
Installation is not recommended in areas with excessive dirt
and debris as this may be drawn into the VS drive causing
overheating of the VS drive. Location should have enough
space for service personnel to perform maintenance or
repair. Provide sufficient room to make water, electrical
and duct connection(s). If the unit is located in a confined
space, such as a closet, provisions must be made for return
air to freely enter the space by means of a louvered door,
etc. Any access panel screws that would be difficult to
remove after the unit is installed should be removed prior
to setting the unit. On horizontal units, allow adequate
room below the unit for a condensate drain trap and do not
locate the unit above supply piping. Care should be taken
SERIES 700All INSTALLATION MANUAL
when units are located in unconditioned spaces to prevent
damage from frozen water lines and excessive heat that
could damage electrical components.
Filter Rack Conversion
A 2 in. MERV 11 filter is shipped with the heat pump. To
field convert the filter rack to use 1 in, filters, simply insert
the provided plastic push pins into the holes located in the
filter rack. There are holes on the top and bottom of the
rack, underneath the instruction labels, for field conversion
to 1 in. filters.
Installing Vertical Units
Prior to setting the unit in place, remove and discard the
compressor hold down shipping bolt located at the front of
the compressor mounting bracket.
Vertical units are available in left or right air return
configurations. Top and rear air discharge vertical units
should be mounted level on a vibration absorbing pad
slightly larger than the base to provide isolation between
the unit and the floor. It is not necessary to anchor the unit
to the floor (see below).
Bottomflow units should be mounted level and sealed well
to floor to prevent air leakage. Bottomflow units require
the supply air opening to be cut at least 1/2 in. larger than
the unit's air outlet. Protect the edges of combustible
flooring with sheet metal over -wrap or other non-
combustible material.
Figure 1: Vertical Unit Mounting
2 in. Extruded
Polystyrene
Closed Loop Ground Source Systems
NOTE: For closed loop systems with antifreeze protection
set SW2 -1 to the "LOOP" (15 °F) position. (Refer to the DIP
Switch Settings table in the Aurora Control section.)
Once piping is completed between the unit, pumps and the
ground loop (see figure below), final purging and charging
of the loop is required. A flush cart (or a 1.5 HP pump
minimum) is needed to achieve adequate flow velocity
in the loop to purge air and dirt particles from the loop
itself. Antifreeze solution is used in most areas to prevent
freezing. Flush the system adequately to remove as much
air as possible then pressurize the loop to a static pressure
of 40 -50 psi (summer) or 50 -75 psi (winter). This is
normally adequate for good system operation. Loop static
pressure will fluctuate with the seasons. Pressures will be
higher in the winter months than during the cooling season.
This fluctuation is normal and should be considered when
initially charging the system.
After pressurization, be sure to turn the venting (burping)
screw in the center of the pump two (2) turns open (water
will drip out), wait until all air is purged from the pump,
then tighten the plug. Variable speed pumps do not have
a venting screw. Ensure that the loop pumps provide
adequate flow through the unit(s) by checking the pressure
drop across the heat exchanger and comparing it to the unit
capacity data in this catalog. 2.5 to 3 gpm of flow per ton of
cooling capacity is recommended in earth loop applications.
Figure 7: Closed Loop Ground Source Application
TO
LOOP
NOTE: Additional information can be found in Flow
Center installation manual and Flush Cart manual.
SERIES 700AII INSTALLATION MANUAL
Multiple Units on One Flow Center
NOTE: This feature is only available in the Aurora Advanced
Control package (AXB board), NOT the Aurora Base
Control (ABC).
When two units are connected to one loop pumping system,
Pump control is automatically achieved by connecting the
SL terminals on connector P2 in both units with 2 -wire
thermostat wire. These terminals are polarity dependant (see
Figure 8). The loop Pump(s) may be powered from either
unit, whichever is more convenient. If either unit calls, the loop
PUMP(S) will automatically start. The use of two units on one
flow center is generally limited to a total of 20 gpm capacity.
Variable Speed Pump Setup
When using a variable speed pump flow center (FCV1 -GL or
FCV2 -GL) the use of an AID Tool will be necessary to adjust
minimum and maximum flow rates. The factory default is:
minimum =50% and maximum =100% speed levels. See the
7 Series FCVI -GL, FCV2 -GL Pump Setup and Modulating
Water Valve Setup instructions within the Unit Startup
section which is located in the back of this manual. Always
ensure that there is adequate flow for the heat pump. See
Recommended Minimum /Maximum Flow Rates table.
NOTE: When sharing a flow center, the variable speed heat
pump should be the primary unit. When two variable speed
heat pumps share a flow center, the larger capacity heat
pump should be the primary unit.
Recommended Minimum /Maximum Flow Ratae
Model
and Size
Closed Loop
Open Loop v
Min. Flow Rate
Max. Flow Rate
Min. Flow Rate
Max. Flow Rate
9pm
9Pm
gpm
Pm
NV'036
5.0
12,0
5 0
8.0
NV'048
5.0
15.0
5.0
10.0
NV'0601
5.0
18.0
1 5.0
12.0
6/7/12
Figure 8: Primary /Secondary Hook -up
7 Series to
7 Series to
7 Series to
5 or 7 Series Units
Envision Units
Electromechanical Units
7 Series Unit #1
7 Series Unit #1
7 Series Unit #1
with AXB Board
with AXB Board
with AXB Board
Dawn C C In Out
S C C SL7 SL1
In out
SSW C C SL1 SL1
Down
I Out
With pump
ed to Unit 1
With pump
wired to
With pump
G
Unit 1
wired to
Unit 2
Wi[h pump
to
wired
Unit 2
a
Snu! C C SLi SL1
Gown In Out
Shut
C C
SO SL1
Donn In Out
C S
5 or 7 Series Unit #2
Envision Unit #2
To Electromechanical Unit
with AXB Board
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543 McA LL I ST ER LANDING
RICHMOND HILL.GEORGIA 31324
P 9 1 2- 695. 3 1 1 1
W W W.WISSMACH ARCHITECTS.COM
LEWIS RESIDENCE
2 18TH Place Tybee Island
SECOND
FLOOR PLAN
DO NOT SCALE FROM DRAWINGS
PROJECT NO.
12020.00
DATE
11116/12
B DRAWN BY
RKW
I CHECKED BY
RKW
RECEIVEn
Dianne Otto I - S -r 3
From: ledbythesea @netscape.net Q. Yy-,N GL 6
Sent: Friday, January 25, 2013 12:47 PM
To: Dianne Otto; wistarlewis @gmail.com 12 e- r— :z,
Subject: Road extension approval for #2 18th place
Attachments: site_plan_1.pdf; site_plan_2.pdf
As owners of an adjacent property, we agree to the extension of the private road as shown in the attached site plan PDFs.
(site_plan_1.pdf and site_plan_2.pdf)
Sincerely,
Helene Jamieson and Edward Damarjian
5WALE'A' � -I
130' LF 5'WALE
AT 0.23%
FG 10.9
Opt
SLOP,. FROM 3% TO
/
IS LOPE
/ NEW CONCRETE DR'VE EDGE OF
r STRIPS AS PER TYBEE TRAVELED
ORDINANCES AT 3.24% PATH
r
_---- - - - - -- �'iB.BL-_______ _______ _ - -__z_
iII _
.. .._._._.___EK�__r__.'
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T ON CRO55
FROM 3 %TO
N 30'
TO 10.4
aTn. E I D
- -z- - --
7b
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FG 1-1 _0 CF-71 1.1
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EX''G RETYNING vTALL _
-- - - - - -- RooFOVeenAn�- -IaBS� ---- - - - - -- r� " /� /rl. -•-.
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ROOF OVERHANG ,
S
10•
i� 10 iiiQli�-
I
FG 9.2
FG 9.0 1,
----------------------- _ _ � 65 L: SWALE A
FG 8.0 SWALE _______ I 0.77%
SWALE 'B" 70
SWALL AT 139% ,
PROPOSED SITE PLAN
r- Id
EXIS71k Patalm
aADE aura
VARIES VARIES
-- - - - - -- - - - - 1 - - - --
atPLAM8 afow
a wAla
SWALE OETAL
LEGEND
ITEM EXISTING PROPOSED
TOPO
CONTOURS - - - - - -- ---- - - - - --
DRAINAGE
FLOW - - - - --
ARROWS
TOP OF
PARKING
SLAB
FG
12.3
-72
Trs
72.30
sPVaAI u AND ve zONf Norrs.:
1. BIIJ N'G9 IN 'M -f5 ARC T!. HAVE THE HM5MLD It % W. A
MiNINYM Of I'ABOVE TlC,OO
Z. LN:ILO!NGS IN vC ZJNLS ARE TO HAVE THE IDA75T HOFA20NTAI
STR:X:TURA1 AlMBfR SCT A AYNIM.nV .y �' ADOVE FIA�O.
S. M. IDINGS IN AC MC K ZCNCS ARE t0 M1AVC ALL HICT RJC/L iTLMDIN„
HJAC, CUCTWJRA. AND DRIER COL'PMfMi TO B[ A tYNMJM OI I' AEGl2
I f I_D JA EFWT3EDNRIk'N •AY LEN_AI A AAETOM WIND LARC
INCH r Cf 3 AG O` V Cf PWN AREA M- A MINIMU,A R M
OPCMNG CP 3•. A hYMMUM Cf 2 CPCNIhGI- ALL O ' v , . m
SPACED Ayp;Np PERIMETER BOTTOM (X (PCN'w, SHALT AC I z• OR LESS
ABOVE AaACrxr GRADE.
5 BRCAC AxAY WALLi Ale[ RtOIAR[D Ih YE• ZONLS.
COQ3L:NATE 5'P" lY[:R( ANO FIN15HED fLCGR EL`vAPD.6 YN!H
ARCHIRCTLRAL rlA TO MAAC SVRt BV:ID YG f1CVANCMNS ARC Sr AS PER
Iw o
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M U
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ti
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,OP' �� lit co
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X`J
EXT'G CONCRETE
STREAM BUFFER ENCROACHMENT NOTES :
1. NEW STRUCTURES ON THIS PROJECT DO NOT
ENCROACH IN THE 25 OR 50 FOOT STREAM
BUFFER.
2. NON- EXEMPT ACTIVITIES SHALL NOT BE
CONDUCTED WITHIN THE 25 OR 50 FOOT
STREAM BUFFER AS MEASURED FROM THE
POINT OF WRESTED VEGETATION WITHOUT
FIRST OBTAINING THE NECESSARY VARIANCES
AND PERMITS.
�YAtXC CAKtl -I-
11-
e S 23
I I I
w
!.NrwnDN ems
cPES iHRnIGn z
PAVER SWALE SECTION AT
BUILDING CORNER
PAVER SWALE SECTION -
EAST SIDE
VARIANCE TABLE
DNR
JURISDICTIONAL NON- JURI5DICTIONAL TOTAL
REMOVE EXISTING IMPERMEABLE 5URFACE5 1,029 5F 1.003 5F 2,032 5F
INSTALL IMPERMEABLE PAVING 5TRIP5 296 5F 97 5F 393 5F
INSTALL PERMEABLE DRIVEWAY PAVING G 14 5F 859 SF 1.473 5F
TYBEE ISLAND
REMOVE EXISTING IMPERMEABLE SURFACES 402 5F
N5TALL IMPERMEABLE PAVING STRIPS 48 5F
IN57ALL PERMEABLE DRIVEWAY PAVING 417 5F
SPECIAL BUILDING SET BACK UNE NOTES:
I . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 A55UMING THE MO5T
OUTSIDE PART OF THE BUILDING.
2. THE M05T OUT5IDE PART OF THE BUILDING INCLUDES ALL 51DING,
SHUTTERS, GUTTERS, DOWNSPOUTS. DOWN5PUT BOOTS, TRIM WORK OF
ANY KIND OR TYPE OF COVERING OR AE5TETIC PART OF THE BUILDING.
3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND
ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH TIE
EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING
SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF
THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF
THE ALLOWED OVERHANG.
4. CONSULT THE TY13EE PLANNING AND ZONING DEPARTMENT FOR BLILGNG
SET BACK UNE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR
DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS,
ROOF DECKS, STAIRS AND AC COMPRESSORS.
5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING
5ET BACK LINE REQ'JIREMENT5 IF A SPREAD FOOTING 15 USED
G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE
BUILDING (INCLUDING SIDING, 5HUTTEP5, GUTTERS, DOWNSPOUTS.
DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANTY AE5TECTIC WORK,
ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VAP,I.ANCE.
EASEMENT NOTES
I. IW OMIER• ENGWEEF AND SVRWYW ARE TO CODRD,.M
ALL EASEMENTS PRIOR TO MAL FLAT APPROVAL AND
RECORDING.
2. ALL DRAINAGE EASEMENTS TO BE PRIVATRI AWED.
.EYA YAP NOTES:
I. WS DEVELOPNENT IS MrNIN MINIMAL ZONING AREA NE-17'
ACCORDWG TO FI.kY. CCWM)NIN PANEL NUMBER 11o5rC 0326 F. YAP
REVISED SEPTEMBER 26. 2006 IN DATUM}
2 CGW TRACTOR IS M VERIFY FEMA ELEVAVDNS MUR M
ANY CONSTRUCRDV ACBNTIES
SPECIAL AVERAGE GRADE NOTES:
1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE
BUILDING
GENERAL DRAINAGE NOTES.
I THE 51TE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING
CONDRION5 WHICH CAN NOT BE FORSEEN TO ALLOW Pop, PROPER DRAINAGE.
2. OUTFALL FOR TrT PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN "rE
CITY Of TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS,
GENERAL BUILDING INFORMATION NOTES:
1 MOP05ED BUILDING FIN15HEO FLOOR ELEVATIONS ARE TO BE SET AS PER FEMa
FLOOD STUDY MAPS AND AS PER THE CITY DF TYBEE ISLAND, GEORGIA ORDINANCES.
2. PPOP05ED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS
WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REOLRREMENTS AS WELL 0.5
TYBEE 15LAND REQUIREMENTS.
NOTES:
I . CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL.
PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH TIE
APPROPRIATE UTILITY AGENCIES.
2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EX'STNG
UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACT VITIES
AND FOR AVOIDING CONFLICT WTTH 5AME. ANY DAMAGE TO
EXISTING UTILITIES 511ALL BE REPAIRED AT THE EXPENSE OF THE
CONTRACTOR.
3. CONTRACTOR 15 TO COORDINATE ALL DEMOUTION WORK W.TH
THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE
OWNER'MLL BECOME THE PROFERTv OF THE CONTRACTOR
REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTIJZEO
DO NOT ABANDON UTILITIES IN PLACE.
5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED
CONSTRUCTION.
6, PREVENT DAMAGE TO EXISTING TRE25 WHERE POSSIBLE_
X TREES TO BE REMO,,TD.
TRAFFIC AND RIGHT -OF -WAY NOTES:
1. ALL ROAD CLOSINGS. DETOURS AND ETC. ARE 10 BE
COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA
PERSONNEL.
2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED
FROM THE CITY OT TVBEE ISLAND PRIOR TO COMMENCEMENT
OF Aly WORK W.THIN RIGHT -OF -WAY.
HEIGHT IS TO BE OBTAINED FROM THE TYBEE 15L AND PLANNING
AND ZONING DEPARTMENT. Survey hnfolmatm .
Survey : R.Y -WIA 5"4
Date of 51. / , 5erte be , 2012
[EX PEC'AL CONSTRUCTION NOTE: Datum NAVD 19-68
Specld P.f- CMIWCtion Note.
Cv,itmW to .arty uI .Akttq ale AT IIIt !:(d11k /,C(UY, IJIu,"r, UK Cl;l! F,E/5DNAeCr
.t-f- I«utbna drop F AN ERROR, DISCREPANCY QR CONFLICT IN THE � EXPECTED TO HAVE KNOWN
( oqs, wlRay, alc), P AN.S, 5P F r
toA. o,a Brous om. ro aesmq mvtab/a a ON5TP,UCTION 5TAK7NG ANU PAILS 10 REPORT T FEI I OR IO(i. i OR
eegMhq cnn1lrveNan. N5TRUCTION HE SHALL NOT BE ENTITLED TO COMPEN5ATI I PRIOR TO SCALE: I' - I d
PENSE INCURRED BY HIM FCR WORK RECUT ENSATION FOR ANl' WORK OR ID ERROR, DISCREPANCY OR CONFLICT RfD TO BE RE.CONSTRUCED BECA;JSE Cr
1
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FORM SWALE IN THIS
AREA WITH PERMEABLE
IS LOPE
/ NEW CONCRETE DR'VE EDGE OF
r STRIPS AS PER TYBEE TRAVELED
ORDINANCES AT 3.24% PATH
r
_---- - - - - -- �'iB.BL-_______ _______ _ - -__z_
iII _
.. .._._._.___EK�__r__.'
z
T ON CRO55
FROM 3 %TO
N 30'
TO 10.4
aTn. E I D
- -z- - --
7b
Y
+.a
IE
IL
FG 1-1 _0 CF-71 1.1
y S 70A3Q'00 "E 95 72'
EX''G RETYNING vTALL _
-- - - - - -- RooFOVeenAn�- -IaBS� ---- - - - - -- r� " /� /rl. -•-.
/
\ G
\ \\
LCI 'MICR (l'PJ- - I
�\ FG 'I<
FG '0.9
C \
S b1.60 _ +
&:4.4
-2
5 I .49
ROOF OVERHANG ,
S
10•
i� 10 iiiQli�-
I
FG 9.2
FG 9.0 1,
----------------------- _ _ � 65 L: SWALE A
FG 8.0 SWALE _______ I 0.77%
SWALE 'B" 70
SWALL AT 139% ,
PROPOSED SITE PLAN
r- Id
EXIS71k Patalm
aADE aura
VARIES VARIES
-- - - - - -- - - - - 1 - - - --
atPLAM8 afow
a wAla
SWALE OETAL
LEGEND
ITEM EXISTING PROPOSED
TOPO
CONTOURS - - - - - -- ---- - - - - --
DRAINAGE
FLOW - - - - --
ARROWS
TOP OF
PARKING
SLAB
FG
12.3
-72
Trs
72.30
sPVaAI u AND ve zONf Norrs.:
1. BIIJ N'G9 IN 'M -f5 ARC T!. HAVE THE HM5MLD It % W. A
MiNINYM Of I'ABOVE TlC,OO
Z. LN:ILO!NGS IN vC ZJNLS ARE TO HAVE THE IDA75T HOFA20NTAI
STR:X:TURA1 AlMBfR SCT A AYNIM.nV .y �' ADOVE FIA�O.
S. M. IDINGS IN AC MC K ZCNCS ARE t0 M1AVC ALL HICT RJC/L iTLMDIN„
HJAC, CUCTWJRA. AND DRIER COL'PMfMi TO B[ A tYNMJM OI I' AEGl2
I f I_D JA EFWT3EDNRIk'N •AY LEN_AI A AAETOM WIND LARC
INCH r Cf 3 AG O` V Cf PWN AREA M- A MINIMU,A R M
OPCMNG CP 3•. A hYMMUM Cf 2 CPCNIhGI- ALL O ' v , . m
SPACED Ayp;Np PERIMETER BOTTOM (X (PCN'w, SHALT AC I z• OR LESS
ABOVE AaACrxr GRADE.
5 BRCAC AxAY WALLi Ale[ RtOIAR[D Ih YE• ZONLS.
COQ3L:NATE 5'P" lY[:R( ANO FIN15HED fLCGR EL`vAPD.6 YN!H
ARCHIRCTLRAL rlA TO MAAC SVRt BV:ID YG f1CVANCMNS ARC Sr AS PER
Iw o
d / / 2
M U
O
ti
i-
;s ID
,OP' �� lit co
/ z
v I-A \,,\
� `aa
X`J
EXT'G CONCRETE
STREAM BUFFER ENCROACHMENT NOTES :
1. NEW STRUCTURES ON THIS PROJECT DO NOT
ENCROACH IN THE 25 OR 50 FOOT STREAM
BUFFER.
2. NON- EXEMPT ACTIVITIES SHALL NOT BE
CONDUCTED WITHIN THE 25 OR 50 FOOT
STREAM BUFFER AS MEASURED FROM THE
POINT OF WRESTED VEGETATION WITHOUT
FIRST OBTAINING THE NECESSARY VARIANCES
AND PERMITS.
�YAtXC CAKtl -I-
11-
e S 23
I I I
w
!.NrwnDN ems
cPES iHRnIGn z
PAVER SWALE SECTION AT
BUILDING CORNER
PAVER SWALE SECTION -
EAST SIDE
VARIANCE TABLE
DNR
JURISDICTIONAL NON- JURI5DICTIONAL TOTAL
REMOVE EXISTING IMPERMEABLE 5URFACE5 1,029 5F 1.003 5F 2,032 5F
INSTALL IMPERMEABLE PAVING 5TRIP5 296 5F 97 5F 393 5F
INSTALL PERMEABLE DRIVEWAY PAVING G 14 5F 859 SF 1.473 5F
TYBEE ISLAND
REMOVE EXISTING IMPERMEABLE SURFACES 402 5F
N5TALL IMPERMEABLE PAVING STRIPS 48 5F
IN57ALL PERMEABLE DRIVEWAY PAVING 417 5F
SPECIAL BUILDING SET BACK UNE NOTES:
I . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 A55UMING THE MO5T
OUTSIDE PART OF THE BUILDING.
2. THE M05T OUT5IDE PART OF THE BUILDING INCLUDES ALL 51DING,
SHUTTERS, GUTTERS, DOWNSPOUTS. DOWN5PUT BOOTS, TRIM WORK OF
ANY KIND OR TYPE OF COVERING OR AE5TETIC PART OF THE BUILDING.
3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND
ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH TIE
EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING
SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF
THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF
THE ALLOWED OVERHANG.
4. CONSULT THE TY13EE PLANNING AND ZONING DEPARTMENT FOR BLILGNG
SET BACK UNE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR
DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS,
ROOF DECKS, STAIRS AND AC COMPRESSORS.
5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING
5ET BACK LINE REQ'JIREMENT5 IF A SPREAD FOOTING 15 USED
G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE
BUILDING (INCLUDING SIDING, 5HUTTEP5, GUTTERS, DOWNSPOUTS.
DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANTY AE5TECTIC WORK,
ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VAP,I.ANCE.
EASEMENT NOTES
I. IW OMIER• ENGWEEF AND SVRWYW ARE TO CODRD,.M
ALL EASEMENTS PRIOR TO MAL FLAT APPROVAL AND
RECORDING.
2. ALL DRAINAGE EASEMENTS TO BE PRIVATRI AWED.
.EYA YAP NOTES:
I. WS DEVELOPNENT IS MrNIN MINIMAL ZONING AREA NE-17'
ACCORDWG TO FI.kY. CCWM)NIN PANEL NUMBER 11o5rC 0326 F. YAP
REVISED SEPTEMBER 26. 2006 IN DATUM}
2 CGW TRACTOR IS M VERIFY FEMA ELEVAVDNS MUR M
ANY CONSTRUCRDV ACBNTIES
SPECIAL AVERAGE GRADE NOTES:
1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE
BUILDING
GENERAL DRAINAGE NOTES.
I THE 51TE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING
CONDRION5 WHICH CAN NOT BE FORSEEN TO ALLOW Pop, PROPER DRAINAGE.
2. OUTFALL FOR TrT PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN "rE
CITY Of TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS,
GENERAL BUILDING INFORMATION NOTES:
1 MOP05ED BUILDING FIN15HEO FLOOR ELEVATIONS ARE TO BE SET AS PER FEMa
FLOOD STUDY MAPS AND AS PER THE CITY DF TYBEE ISLAND, GEORGIA ORDINANCES.
2. PPOP05ED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS
WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REOLRREMENTS AS WELL 0.5
TYBEE 15LAND REQUIREMENTS.
NOTES:
I . CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL.
PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH TIE
APPROPRIATE UTILITY AGENCIES.
2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EX'STNG
UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACT VITIES
AND FOR AVOIDING CONFLICT WTTH 5AME. ANY DAMAGE TO
EXISTING UTILITIES 511ALL BE REPAIRED AT THE EXPENSE OF THE
CONTRACTOR.
3. CONTRACTOR 15 TO COORDINATE ALL DEMOUTION WORK W.TH
THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE
OWNER'MLL BECOME THE PROFERTv OF THE CONTRACTOR
REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTIJZEO
DO NOT ABANDON UTILITIES IN PLACE.
5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED
CONSTRUCTION.
6, PREVENT DAMAGE TO EXISTING TRE25 WHERE POSSIBLE_
X TREES TO BE REMO,,TD.
TRAFFIC AND RIGHT -OF -WAY NOTES:
1. ALL ROAD CLOSINGS. DETOURS AND ETC. ARE 10 BE
COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA
PERSONNEL.
2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED
FROM THE CITY OT TVBEE ISLAND PRIOR TO COMMENCEMENT
OF Aly WORK W.THIN RIGHT -OF -WAY.
HEIGHT IS TO BE OBTAINED FROM THE TYBEE 15L AND PLANNING
AND ZONING DEPARTMENT. Survey hnfolmatm .
Survey : R.Y -WIA 5"4
Date of 51. / , 5erte be , 2012
[EX PEC'AL CONSTRUCTION NOTE: Datum NAVD 19-68
Specld P.f- CMIWCtion Note.
Cv,itmW to .arty uI .Akttq ale AT IIIt !:(d11k /,C(UY, IJIu,"r, UK Cl;l! F,E/5DNAeCr
.t-f- I«utbna drop F AN ERROR, DISCREPANCY QR CONFLICT IN THE � EXPECTED TO HAVE KNOWN
( oqs, wlRay, alc), P AN.S, 5P F r
toA. o,a Brous om. ro aesmq mvtab/a a ON5TP,UCTION 5TAK7NG ANU PAILS 10 REPORT T FEI I OR IO(i. i OR
eegMhq cnn1lrveNan. N5TRUCTION HE SHALL NOT BE ENTITLED TO COMPEN5ATI I PRIOR TO SCALE: I' - I d
PENSE INCURRED BY HIM FCR WORK RECUT ENSATION FOR ANl' WORK OR ID ERROR, DISCREPANCY OR CONFLICT RfD TO BE RE.CONSTRUCED BECA;JSE Cr
1
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Q G Z
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DRAWING NUIlmFH
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_---- - - - - -- �'iB.BL-_______ _______ _ - -__z_
iII _
.. .._._._.___EK�__r__.'
z
T ON CRO55
FROM 3 %TO
N 30'
TO 10.4
aTn. E I D
- -z- - --
7b
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+.a
IE
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----------------------- _ _ � 65 L: SWALE A
FG 8.0 SWALE _______ I 0.77%
SWALE 'B" 70
SWALL AT 139% ,
PROPOSED SITE PLAN
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VARIES VARIES
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SWALE OETAL
LEGEND
ITEM EXISTING PROPOSED
TOPO
CONTOURS - - - - - -- ---- - - - - --
DRAINAGE
FLOW - - - - --
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TOP OF
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12.3
-72
Trs
72.30
sPVaAI u AND ve zONf Norrs.:
1. BIIJ N'G9 IN 'M -f5 ARC T!. HAVE THE HM5MLD It % W. A
MiNINYM Of I'ABOVE TlC,OO
Z. LN:ILO!NGS IN vC ZJNLS ARE TO HAVE THE IDA75T HOFA20NTAI
STR:X:TURA1 AlMBfR SCT A AYNIM.nV .y �' ADOVE FIA�O.
S. M. IDINGS IN AC MC K ZCNCS ARE t0 M1AVC ALL HICT RJC/L iTLMDIN„
HJAC, CUCTWJRA. AND DRIER COL'PMfMi TO B[ A tYNMJM OI I' AEGl2
I f I_D JA EFWT3EDNRIk'N •AY LEN_AI A AAETOM WIND LARC
INCH r Cf 3 AG O` V Cf PWN AREA M- A MINIMU,A R M
OPCMNG CP 3•. A hYMMUM Cf 2 CPCNIhGI- ALL O ' v , . m
SPACED Ayp;Np PERIMETER BOTTOM (X (PCN'w, SHALT AC I z• OR LESS
ABOVE AaACrxr GRADE.
5 BRCAC AxAY WALLi Ale[ RtOIAR[D Ih YE• ZONLS.
COQ3L:NATE 5'P" lY[:R( ANO FIN15HED fLCGR EL`vAPD.6 YN!H
ARCHIRCTLRAL rlA TO MAAC SVRt BV:ID YG f1CVANCMNS ARC Sr AS PER
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EXT'G CONCRETE
STREAM BUFFER ENCROACHMENT NOTES :
1. NEW STRUCTURES ON THIS PROJECT DO NOT
ENCROACH IN THE 25 OR 50 FOOT STREAM
BUFFER.
2. NON- EXEMPT ACTIVITIES SHALL NOT BE
CONDUCTED WITHIN THE 25 OR 50 FOOT
STREAM BUFFER AS MEASURED FROM THE
POINT OF WRESTED VEGETATION WITHOUT
FIRST OBTAINING THE NECESSARY VARIANCES
AND PERMITS.
�YAtXC CAKtl -I-
11-
e S 23
I I I
w
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PAVER SWALE SECTION AT
BUILDING CORNER
PAVER SWALE SECTION -
EAST SIDE
VARIANCE TABLE
DNR
JURISDICTIONAL NON- JURI5DICTIONAL TOTAL
REMOVE EXISTING IMPERMEABLE 5URFACE5 1,029 5F 1.003 5F 2,032 5F
INSTALL IMPERMEABLE PAVING 5TRIP5 296 5F 97 5F 393 5F
INSTALL PERMEABLE DRIVEWAY PAVING G 14 5F 859 SF 1.473 5F
TYBEE ISLAND
REMOVE EXISTING IMPERMEABLE SURFACES 402 5F
N5TALL IMPERMEABLE PAVING STRIPS 48 5F
IN57ALL PERMEABLE DRIVEWAY PAVING 417 5F
SPECIAL BUILDING SET BACK UNE NOTES:
I . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 A55UMING THE MO5T
OUTSIDE PART OF THE BUILDING.
2. THE M05T OUT5IDE PART OF THE BUILDING INCLUDES ALL 51DING,
SHUTTERS, GUTTERS, DOWNSPOUTS. DOWN5PUT BOOTS, TRIM WORK OF
ANY KIND OR TYPE OF COVERING OR AE5TETIC PART OF THE BUILDING.
3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND
ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH TIE
EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING
SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF
THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF
THE ALLOWED OVERHANG.
4. CONSULT THE TY13EE PLANNING AND ZONING DEPARTMENT FOR BLILGNG
SET BACK UNE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR
DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS,
ROOF DECKS, STAIRS AND AC COMPRESSORS.
5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING
5ET BACK LINE REQ'JIREMENT5 IF A SPREAD FOOTING 15 USED
G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE
BUILDING (INCLUDING SIDING, 5HUTTEP5, GUTTERS, DOWNSPOUTS.
DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANTY AE5TECTIC WORK,
ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VAP,I.ANCE.
EASEMENT NOTES
I. IW OMIER• ENGWEEF AND SVRWYW ARE TO CODRD,.M
ALL EASEMENTS PRIOR TO MAL FLAT APPROVAL AND
RECORDING.
2. ALL DRAINAGE EASEMENTS TO BE PRIVATRI AWED.
.EYA YAP NOTES:
I. WS DEVELOPNENT IS MrNIN MINIMAL ZONING AREA NE-17'
ACCORDWG TO FI.kY. CCWM)NIN PANEL NUMBER 11o5rC 0326 F. YAP
REVISED SEPTEMBER 26. 2006 IN DATUM}
2 CGW TRACTOR IS M VERIFY FEMA ELEVAVDNS MUR M
ANY CONSTRUCRDV ACBNTIES
SPECIAL AVERAGE GRADE NOTES:
1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE
BUILDING
GENERAL DRAINAGE NOTES.
I THE 51TE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING
CONDRION5 WHICH CAN NOT BE FORSEEN TO ALLOW Pop, PROPER DRAINAGE.
2. OUTFALL FOR TrT PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN "rE
CITY Of TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS,
GENERAL BUILDING INFORMATION NOTES:
1 MOP05ED BUILDING FIN15HEO FLOOR ELEVATIONS ARE TO BE SET AS PER FEMa
FLOOD STUDY MAPS AND AS PER THE CITY DF TYBEE ISLAND, GEORGIA ORDINANCES.
2. PPOP05ED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS
WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REOLRREMENTS AS WELL 0.5
TYBEE 15LAND REQUIREMENTS.
NOTES:
I . CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL.
PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH TIE
APPROPRIATE UTILITY AGENCIES.
2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EX'STNG
UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACT VITIES
AND FOR AVOIDING CONFLICT WTTH 5AME. ANY DAMAGE TO
EXISTING UTILITIES 511ALL BE REPAIRED AT THE EXPENSE OF THE
CONTRACTOR.
3. CONTRACTOR 15 TO COORDINATE ALL DEMOUTION WORK W.TH
THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE
OWNER'MLL BECOME THE PROFERTv OF THE CONTRACTOR
REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTIJZEO
DO NOT ABANDON UTILITIES IN PLACE.
5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED
CONSTRUCTION.
6, PREVENT DAMAGE TO EXISTING TRE25 WHERE POSSIBLE_
X TREES TO BE REMO,,TD.
TRAFFIC AND RIGHT -OF -WAY NOTES:
1. ALL ROAD CLOSINGS. DETOURS AND ETC. ARE 10 BE
COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA
PERSONNEL.
2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED
FROM THE CITY OT TVBEE ISLAND PRIOR TO COMMENCEMENT
OF Aly WORK W.THIN RIGHT -OF -WAY.
HEIGHT IS TO BE OBTAINED FROM THE TYBEE 15L AND PLANNING
AND ZONING DEPARTMENT. Survey hnfolmatm .
Survey : R.Y -WIA 5"4
Date of 51. / , 5erte be , 2012
[EX PEC'AL CONSTRUCTION NOTE: Datum NAVD 19-68
Specld P.f- CMIWCtion Note.
Cv,itmW to .arty uI .Akttq ale AT IIIt !:(d11k /,C(UY, IJIu,"r, UK Cl;l! F,E/5DNAeCr
.t-f- I«utbna drop F AN ERROR, DISCREPANCY QR CONFLICT IN THE � EXPECTED TO HAVE KNOWN
( oqs, wlRay, alc), P AN.S, 5P F r
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eegMhq cnn1lrveNan. N5TRUCTION HE SHALL NOT BE ENTITLED TO COMPEN5ATI I PRIOR TO SCALE: I' - I d
PENSE INCURRED BY HIM FCR WORK RECUT ENSATION FOR ANl' WORK OR ID ERROR, DISCREPANCY OR CONFLICT RfD TO BE RE.CONSTRUCED BECA;JSE Cr
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SPECIAL BUILDING SET BACK UNE NOTES:
I . THE BUILDING OUTLINE SHOWN ON THE PLANS 15 A55UMING THE MO5T
OUTSIDE PART OF THE BUILDING.
2. THE M05T OUT5IDE PART OF THE BUILDING INCLUDES ALL 51DING,
SHUTTERS, GUTTERS, DOWNSPOUTS. DOWN5PUT BOOTS, TRIM WORK OF
ANY KIND OR TYPE OF COVERING OR AE5TETIC PART OF THE BUILDING.
3. CONTRACTOR 15 TO COORDINATE BUILDING WITH THE OWNER AND
ARCHITECT TO MAKE SURE THAT NO PART OF THE BUILDING, WITH TIE
EXCEPTION OF THE OVERHANG, PROTRUDES OUTSIDE OF THE BUILDING
SET BACK LINE VERTICALLY FROM THE GROUND LINE TO THE BOTTOM OF
THE ROOF OVERHANG. GUTTER SYSTEM 15 TO BE INCLUDED AS PART OF
THE ALLOWED OVERHANG.
4. CONSULT THE TY13EE PLANNING AND ZONING DEPARTMENT FOR BLILGNG
SET BACK UNE REQUIREMENTS IF A GUTTER SYSTEM IS UTILIZED AND FOR
DOWNSPOUTS, DOWNSPOUT BOOTS, FIREPLACES, ELEVATOR SHAFTS,
ROOF DECKS, STAIRS AND AC COMPRESSORS.
5. CONSULT THE TYBEE PLANNING AND ZONING DEPARTMENT FOR BUILDING
5ET BACK LINE REQ'JIREMENT5 IF A SPREAD FOOTING 15 USED
G. CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED IF ANY PART OF THE
BUILDING (INCLUDING SIDING, 5HUTTEP5, GUTTERS, DOWNSPOUTS.
DOWNSPOUT BOOTS, TRIM, WATER TABLE OR ANTY AE5TECTIC WORK,
ETC.) EXTENDS OVER THE BUILDING SET BACK LINE WITHOUT A VAP,I.ANCE.
EASEMENT NOTES
I. IW OMIER• ENGWEEF AND SVRWYW ARE TO CODRD,.M
ALL EASEMENTS PRIOR TO MAL FLAT APPROVAL AND
RECORDING.
2. ALL DRAINAGE EASEMENTS TO BE PRIVATRI AWED.
.EYA YAP NOTES:
I. WS DEVELOPNENT IS MrNIN MINIMAL ZONING AREA NE-17'
ACCORDWG TO FI.kY. CCWM)NIN PANEL NUMBER 11o5rC 0326 F. YAP
REVISED SEPTEMBER 26. 2006 IN DATUM}
2 CGW TRACTOR IS M VERIFY FEMA ELEVAVDNS MUR M
ANY CONSTRUCRDV ACBNTIES
SPECIAL AVERAGE GRADE NOTES:
1. THE AVERAGE GRADE TO BE USED AS A BASE ELEVATION TO SET THE
BUILDING
GENERAL DRAINAGE NOTES.
I THE 51TE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING
CONDRION5 WHICH CAN NOT BE FORSEEN TO ALLOW Pop, PROPER DRAINAGE.
2. OUTFALL FOR TrT PROJECT WILL BE DICTATED BY EXISTING CONDITIONS WITHIN "rE
CITY Of TYBEE EXISTING DRAINAGE SYSTEM AND EASEMENTS,
GENERAL BUILDING INFORMATION NOTES:
1 MOP05ED BUILDING FIN15HEO FLOOR ELEVATIONS ARE TO BE SET AS PER FEMa
FLOOD STUDY MAPS AND AS PER THE CITY DF TYBEE ISLAND, GEORGIA ORDINANCES.
2. PPOP05ED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATIONS
WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REOLRREMENTS AS WELL 0.5
TYBEE 15LAND REQUIREMENTS.
NOTES:
I . CONTRACTOR 15 TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL.
PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH TIE
APPROPRIATE UTILITY AGENCIES.
2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL EX'STNG
UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACT VITIES
AND FOR AVOIDING CONFLICT WTTH 5AME. ANY DAMAGE TO
EXISTING UTILITIES 511ALL BE REPAIRED AT THE EXPENSE OF THE
CONTRACTOR.
3. CONTRACTOR 15 TO COORDINATE ALL DEMOUTION WORK W.TH
THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR GIVEN TO THE
OWNER'MLL BECOME THE PROFERTv OF THE CONTRACTOR
REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTIJZEO
DO NOT ABANDON UTILITIES IN PLACE.
5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED
CONSTRUCTION.
6, PREVENT DAMAGE TO EXISTING TRE25 WHERE POSSIBLE_
X TREES TO BE REMO,,TD.
TRAFFIC AND RIGHT -OF -WAY NOTES:
1. ALL ROAD CLOSINGS. DETOURS AND ETC. ARE 10 BE
COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA
PERSONNEL.
2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED
FROM THE CITY OT TVBEE ISLAND PRIOR TO COMMENCEMENT
OF Aly WORK W.THIN RIGHT -OF -WAY.
HEIGHT IS TO BE OBTAINED FROM THE TYBEE 15L AND PLANNING
AND ZONING DEPARTMENT. Survey hnfolmatm .
Survey : R.Y -WIA 5"4
Date of 51. / , 5erte be , 2012
[EX PEC'AL CONSTRUCTION NOTE: Datum NAVD 19-68
Specld P.f- CMIWCtion Note.
Cv,itmW to .arty uI .Akttq ale AT IIIt !:(d11k /,C(UY, IJIu,"r, UK Cl;l! F,E/5DNAeCr
.t-f- I«utbna drop F AN ERROR, DISCREPANCY QR CONFLICT IN THE � EXPECTED TO HAVE KNOWN
( oqs, wlRay, alc), P AN.S, 5P F r
toA. o,a Brous om. ro aesmq mvtab/a a ON5TP,UCTION 5TAK7NG ANU PAILS 10 REPORT T FEI I OR IO(i. i OR
eegMhq cnn1lrveNan. N5TRUCTION HE SHALL NOT BE ENTITLED TO COMPEN5ATI I PRIOR TO SCALE: I' - I d
PENSE INCURRED BY HIM FCR WORK RECUT ENSATION FOR ANl' WORK OR ID ERROR, DISCREPANCY OR CONFLICT RfD TO BE RE.CONSTRUCED BECA;JSE Cr
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