HomeMy Public PortalAboutCAMPBELL_172.pdfCITY OF TYBEE ISLAND
CERTIFICATE OF OCCUPANCY
DATE COMPLETED: 7/28/2017
This Certificate issued pursuant to the requirements of the Standard Building Code
Certifying that at the time of issuance this structure was in compliance with the various
ordinances of the Jurisdiction regulating building construction or use.
PERMIT #:
PROPOSED USE:
OCCUPANCY TYPE:
CONTACT NAME
CONTACT ADDRESS
CONTACT CITY STATE ZIP
PROPERTY ADDRESS
APPROVED BY:
160590
NEW RESIDENTIAL BLDG -SF
TODD & TAMMY SMITH
172 SOUTH CAMPBELL
TYBEE ISLAND GA 31328
172 S CAMPBELL
P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786-4573 - FAX (912) 786-5737
www.cityoftybee.org
CITY OF TYBEE ISLAND
Application for a New Construction Permit
P.O. Box 2749. 403 Butler Ave., Tybee Island, GA 31328
Phone 912.472.5030 - Fax 912.786.9539
pages 1 - 7 of permit application
Required submittals: _� 2 sets building plans
1 copy REScheck or COMcheck
_✓ 1 copy certified survey showing existing ground elevations, flood zone(s), and trees
3 sets certified hydrology, drainage and erosion control plans
$250 plan deposit (will be forfeited if project is abandoned) check #
Street address Z S alb b i-Apbe'll 1,It be_r_ PIN # 4-0011.0— - — . -
NAME MAILING ADDRESS PHONE
Check all that apply:
Details of project:
N New Construction
❑ Other
❑ Commercial
5�u
f
owv.to\
esidential
Single Family
❑ Duplex
❑ Multi -Family
units
Estimated cost of construction: $ C7� C1 & f 4S-. X A copy of the contract may be requested.
Construction type: _ (select appropriate number below)
1. wood frame 3. brick veneer 5. steel & masonry
2. wood & masonry 4. masonry 6. other:
Lot area `-f sq. ft. # buildings # units
# floors 1 # bedrooms— # bathrooms 2—
# of egresses 2- An elevator is not an accepted means of egress.
Height 2_%,(-J'iA Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of
the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances.
Total heated/cooled square footage I I qSS44. Flood Zone (AE or VE)
Base Flood Elevation` .
As -built setbacks: Front a;
Total driveway(s) width feet
Number of off-street parking spaces
Design Flood Elevation (BFE + 1 -foot) I4
Rear Sides (L) _L� (R) 1 4
# of openings �� Culvert? Swale?
Number of trees to be removed
A separate tree removal permit is required. 3/10/2013
1
.�,.._
Odd ! m SPA'
-FYb°C S'
T 2LP !L A
Pb
Homed1Z} iOwner
call-(' 12-
2Architect
Architect
Ma 1 { C QI
man
Q �ptlnA, 1
b gM
otrrc A7 )31q
or Engineer
f
)4-f Dr
cell:
Contractor
}},, i j� �n
�JI�.1 l & t ( S
2 Ca 1.1 Y7Q Dr,
r bt'C 1,510nd-,
Office:
cell:
Check all that apply:
Details of project:
N New Construction
❑ Other
❑ Commercial
5�u
f
owv.to\
esidential
Single Family
❑ Duplex
❑ Multi -Family
units
Estimated cost of construction: $ C7� C1 & f 4S-. X A copy of the contract may be requested.
Construction type: _ (select appropriate number below)
1. wood frame 3. brick veneer 5. steel & masonry
2. wood & masonry 4. masonry 6. other:
Lot area `-f sq. ft. # buildings # units
# floors 1 # bedrooms— # bathrooms 2—
# of egresses 2- An elevator is not an accepted means of egress.
Height 2_%,(-J'iA Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of
the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances.
Total heated/cooled square footage I I qSS44. Flood Zone (AE or VE)
Base Flood Elevation` .
As -built setbacks: Front a;
Total driveway(s) width feet
Number of off-street parking spaces
Design Flood Elevation (BFE + 1 -foot) I4
Rear Sides (L) _L� (R) 1 4
# of openings �� Culvert? Swale?
Number of trees to be removed
A separate tree removal permit is required. 3/10/2013
1
During construction on-site restrooms will be provided by
Construction debris will be disposed by 0 �3Y J by means of
Section 22-169 — When active work ceases on the project for the day a SECURE COVER shall be placed over
the dumpster or container so as to prevent trash or construction debris from being blown out.
I understand that I must comply with zoning, erosion control, building, fire, shore protection and wetland
ordinances, FEMA regulations, and all other applicable codes and regulations. I understand a foundation
survey and certification letter are required as soon as the foundation is in place to ensure that the setback
requirements will be met. I understand an Elevation Certificate — Building Under Construction is required
immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation
Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement,
Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site
acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for
third -party engineering services related to this project.
I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces,
electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1 -foot).
Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management
requirements as outlined in Article 16 of the Land Development Code. As part of the approval process,
applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the
property prior to any development activity, and what changes in stormwater flow will occur.
A permit normally requires 7 to 10 business days to process.
Signature of applicant: Date:
Printed name: H1� �, , C cn " ,, -.rte
The following will be completed by City of Tybee Island personnel.
Zoning District Flood Zone BFE 13 _ DFE
Approved zoning action?
Verified street address Ye S
If new, has it been reported to MPC, CRC, etc.? ygt-S
Number of egresses?
10M
Average adjacent grade S—• (P ( feet
New ZExisting _
Drainage and Erosion Control plans approved? `J
Approval ature Date
Building Official
Water/Sewer U�
Public Works
Fire Chief
Planning & Zoning
2
FEES
Permit
Inspections
Water Tap
CC Recovery
J_ Sewer Stub"
Aid to Construction
Plan deposit refund
TOTAL
The following deficiencies are the most common on the projects in the City of Tybee Island, While the
deficiencies are not necessarily the fault of the owner or his agent, they are their responsibilities. The two most
common areas of deficiencies are for the two most basic BMPs on projects:
Co — Construction Exit
Sdi — Sediment Barrier
Correct installation information can be found in the Green Book and in the Field Manual for Erosion and
Sediment Control in Georgia, which is available at: http://www.gaswcc.org/docs/field manual 4ed Pdf. The
Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens,
Georgia, 30603. The telephone number is 706.542.3065. Their website is: htlp://gaswcc.georgiaL0 Also
see pages 9 through 12 of this packet.
Attention to the Construction Exit is not limited to the installation, but must also include the material.
Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone
they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a
smoother surface with smaller voids, thereby reducing the function of the Construction Exit.
Type A sediment barriers are not allowed where Type C is required as shown on the approved permit
drawings. Where two rows are called for they will be installed with a separation that allows for the first one to
fail (fall over) without impacting the second one. The complete assembly and installation must be compliant:
steel or wood posts, post spacing, Type C or A, etc.
Past violations have resulted in:
1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary
cleanup, and Violation Notices.
2) Increased maintenance efforts by the Department of Public Works on downstream lines.
3) Due to item 2, higher costs to island taxpayers.
While these deficiencies are not the only ones, they are the most common. Heeding the above cautions
should result in fewer infractions.
Downer Davis
City of Tybee Island Consulting Engineer
SIGNATURE OF ACKNOWLEDGEMENT
Signature of contractor:
Printed name:
3
Date: S - Lt
February 2013
all
F7711 -
s engineered design
MaX',Mum 8 -foot pier - greater than 8 -foot require
4-#8[)R
6'#7OR
8-#6OR
lO'#5
#Ztie every IIinches
Fill all cells with SOOOPS\concrete
CITY OF TYBEE ISLAND
P.O. Box 2749 - 403 Butler Ave., Tybee Island, GA 31328
Phone 912.472.5030 • Fax 912.786.9539
Water Tap and Sewer Stub Application
Street address of project 1 -I ,�
Plumbing company
Plumbing contact person & phone numbers
Name of property owners)
amca r Coll
Phone numbers of property owner(s)
_ office call
Details of project (�,,._ N�11
Residential I Commercial
Enter the required number of water taps/meters and sewer stubs:
WATER TAP/METER
SEWER STUB
Number Meter
Number
Stub
of Tans Size
of Stubs
Size
314"
�`
4°
1-112"
8»
2"
Unauthorized use of water prior to installation of a water meter is prohibited.
Installation of lines and meters are the responsibility of the owner/contractor. Contact the Water/Sewer Department at
912.472.5051 for line and tie-in locations and for inspections.
Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up.
It is the responsibility of the owner to establish a water/sewer account with the City. An application and deposit are
required. Contact 912.472.5025,
XSignature of owner: J
r
Printed name;
Signature of contractor:
Printed name: Jt
I -
11
Date: 5 1 a t {c
Date: S —'-t" I to
A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS
Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or
other elements of the City's infrastructure, requires a separate permit from the City, and an acknowledgement
by tbR individual seeking to accomplish the alteration, that:
a. The City's infrastructure will not be degraded in any way.
All necessary safety precautions will be undertaken.
c. The City will inspect the work in process and upon completion.
d. The work will be accomplished to the City's satisfaction.
e. The City shall be held harmless of any liability or damages of any variety.
f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration,
and agrees to fully comply with such provisions.
Will the proposed project at ,� �'O �< ��'« 1 require an infrastructure alteration permit?
street address of project
E] Yes �No
Description of alteration:
A site plan must be provided illustrating the planned alteration.
City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished
in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the
alteration, or to an improved condition, as determined by the City.
Certification: I hereby acknowledge the above requirements, and certify that I will obtain a separate permit
prior to performing any alteration in accordance with these provisions.
Signature of contractor: Date: C' -
Printed
Printed name:
5
CITY OF TYBEE ISLAND
Temporary Electrical Service Affidavit
Street address of project: i I a a -, c l -V, -)b.1-0
This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia
State Minimum Construction Codes.
It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the
completion of the construction process and the testing of equipment installed within the structure.
It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval
to occupy the structures. A Certificate of Occupancy must be issued by the City of Tvbee Island prior to the structure
being furnished and/or occupied.
The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result
in discontinuance of the electrical service.
Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as
circumstances dictate.
Means shall be provided to disconnect all conductors from the service -entrance conductors.
NEC 230.70
State Energv Code Affidavit
I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State
Energy Code for Buildings, 2009 Edition, with Georgia Amendments.
A Georgia Energy Code Compliance Certificate will be required at project completion.
It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does
not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without
intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for
insuring that all permits have been obtained and that all required inspections have been made. The owner will be held
legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a
Certificate of Occupancy when all inspections (building and site) have been approved.
SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS
Signature of owner: y " ' Date: ? `�
Printed name: LAA �C-VLn
Signature of contractor: Date: S — Lf
Printed name:
G
Subcontractor List
Street address of project: �` �. So L'_�-, C_
Provide the company name, business type, address, contact person, and phone numbers of all
subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors.
1. Company Lc�-AV- I OJ �l� r Business type
Address �S� cj Cell number �� la— V14 —Sol
Contact persons I�^c�.,�-e _ Office number
2. Company e CA %f-' N c Business type Evc
Address � '��- {a A- Cell number rA r�,
Contact person 5 4�ZL-_% Office number
3. Company
Address
Contact person
4. Company
Address
Contact person
5. Company
Address
Contact person
6. Company
Address
Contact person
Business type
Cell number 0
Office number
Business type
Cell number _
Office number
Business type
Cell number _
Office number
Business type
Cell number _
Office number
Attach additional sheets if needed.
7
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
FEDERAL. EMERGENCY MANAGEMENT AGENCY
lValional Flood Insurance Program Important: Read the instructions on pages 1-9.
SECTION A - PROPERTY INFORMATION
Al. Building Owner's Name
A2 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No_) or P_O_ Route and Box No.
172 South Campbell
City Tybee Island
State GA ZIP Code 31328
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 32-B, Horse Pen Hammock PIN 4-0016-02-032
[Expiration
MB No. 1660-0008
Date: July 31, 2015
ONSURANCE COMPANY USE
Company
A4, Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A.5- Latitude/Longitude: Lat. N 32 deg 00.4650 min Long. W 80 deg 51.1610 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
AT Building Diagram Number 5
A8. For a building with a crawlspace or enclosure(s)- A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) Ilia sq ft a) Square footage of attached garage n/a sq ft
b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage
or enclosure(s) within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade nla
c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b Ilia sq in
d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes
N No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
Tybee Island 135164 Chatham GA
B4. MaplPane! Numb��F
x B6�FIR dex Date B7. FIRM Panel B8. Flood B9. Base Flood Elevations) (Zone
1 3051 0021 3 14 Effective/Revised Date Zone(s) AQ use base flood depth)
9126108 AE 13.0
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No
Designation Date: ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction' ❑ Finished Construction
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: local Vertical Datum: NAVD 1988
Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used
a) Top of bottom floor (including basement, crawlspace, or enclosure floor)
14.8
® feet
❑ meters
b) Top of the next higher floor
n/a.
® feet
❑ meters
c) Bottom of the lowest horizontal structural member (V Zones only)
nla.
® feet
❑ meters
d) Attached garage (top of slab)
n/a.
® feet
❑ meters
e) Lowest elevation of machinery or equipment servicing the building
14.0
® feet
❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG)
5.4
® feet
❑ meters
g) Highest adjacent (finished) grade next to building (HAG)
5.7
® feet
❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support
5.7
® feet
❑ meters
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the information on this Certificate represents my best efforts to interpret the data available. OR
l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 5TE I�
® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
® Check here if attachments. licensed land surveyor? ® Yes ❑ No
Certifiers Name J. Whitley Reynolds License Number 2249
Title Land Su 7n
Company Name
Address 6 step h ns nue City Savannah State GA ZIP Code 31405
SignatO 1p, /I---- Date 4127116 Telephone 912-352-0464
E'11
FEMA Forfl 086-0-33 (7112) See reverse side for continuation. Replaces all previous editions.
ELEVATION CERTIFICATE, page 2
IMPORTANT. In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
172 South Campbell Ave.
City Tybee Island State GA ZIP Code 31328 Company NAIC Number.
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments Ground level is storage and parking with lattice.
Signature
Date 4/27116
SECTION- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones lib and A (without BFE), complete Items El -i If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG,
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2,b in the diagrams) of the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG,
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address T City State ZIP Code
Signature
Comments
Date
Telephone
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G
of this Elevation Certificate. Complete the applicable item(s) and sign below Check the measurement used in Items G8 -G10 In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO_
G3. ❑ The following information (Items G4 -GI 0) is provided for community floodplain management purposes.
G4. Permit Number — G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum
G10_ Community's design flood elevation: ❑ feet ❑ meters Datum
Local Official's Name
Community Name - T
Signature
Comments
FEMA Form 086-0-33 (7/12)
Title
Telephone
Date
Check here if attachments.
Replaces all previous editions.
DESIGN CALCULATIONS AND
HYDROLOGY REPORT
FOR THE
New Residential Structure
176 South Campbell Avenue
Tybee Island, Georgia
FOR
Todd and Tammy Smith
106 B, Laurel Ave.
Tybee Island, Georgia 30328
May, 2016
BOSWELL DESIGN SERVICES, INC
103 NASSAU DRIVE
SAVANNAH, GEORGIA
912-897-6932
LAHBOSPBELLSOUTH.NET
ViciNITYMAP, SAGISAND PROJECT INFORMATION
Enter MAp Title
f '� i i
A
b
f U f2s1 }\
1
s
t
r l
f l
1 I
Parcels Outline
Buildings
SA" MAKES NO NNRRANTYREpkFSFxs+{�5rx, Q4 GUAnAX ASTOTNe
.,-. .,..-.- ncqun..er.sxaeerxFss oa eowarFrexessoc+xr gsrxe wTeaASF k,rokaATnx Pxovroeo 1'1 17R
l
1`
\
3
u o.os a.oz
6.{la
Rales
Fee e! 22r
Savarmh Area Geographic In(orm WWWSAGIS-c
at*n System (SAGI
5aa[cer: r -j, }HERE, peLxrme, USGS. Inlcrmap, ineement P Garp.. NRCAN, Esn JePan,
IAETI, Ea ri China (Hang Kang), Es" rfhailand]_ Mapmylndia, OOpen5lTee[Map cFRl J.,,s
and fhe "Is Uscr eomma;ary
PLN 4-001 G -02-032
Owners Name: To UD ANa TAo6nSri•
Owner`s Address l:
Owner's Address 2: 17G 5 CAMPBELL AVE
Owners Addre55 3:
City. TYBEE 15LAND
,State: GA
Zip Code: 31328
PropertyAddres5: 0 5 CAMPBELL AVE TYBEE 15LAND
Street Llghting:
Munlclpal Code: 4
Neighborhood Code: I
Land Urnt5: 30
Land Frontage: 30
Land Depth: 7 1
Land Type: FF
Ileal Estate Value: 177700
Land Value: 177700
Building Value: 0
Property C1a55: K
Land Use Code: 01
Sale Pace: 0
Sale Year.
Sale Month:
.sale Day.
Tran5lt Code: 0
APC Code:
Commercial Categary.
Agent:
Total A.s5es3ment: 71080
Legal Description /: LOT 32-B NORSE PEN HAMMOCK
Legal Oe5crlptlon 2: BOOK 50 PG 15
Zanirng Code:
Sale or Book.
Safe or Page:
Base Year Value: 0
Base Year Value w/ CPI: 0
CAMA Land Value: 177700
CAMA Mr.Sc Value: 0
CAMA Belding Value: O
CAMA Total Value: 177700
Ch'TXFER Filler. Null
Tax Allocation District (TAD):
TAD Base Year Value: 0
Enterprise Zone:
GData EZ
TCR Date: 5/8/2015
Street Number: 0
Street Short Name: CAMPBELL
Street Prefix: S
Umt Number. N u I
Street Name: CAMPBELL
Calculated Acreage: 0.205058
Owner Name: BRAGG JOHN D
Full Address: O S CAMPBELL AVE
Property Address 2: 0 S CAMPBELL AVE TYBEE 15LAN D
Property Zip Code: 3 13 28
Calculated Zoning: R-2
Zornng Descrrpbon: One and Two Family Residences
Alderman: O
Comm1551oner. 4
Neighborhood: T222 TYBEE HORSE PEN
Land Uye: SINGLE FAMILY RES
Calculated Flood Zone: AE
Elementary 5chool: HOWARD
Middle 5chool: COASTAL
t-ligh 5chool: 15LAND5
Voter Precinct: 4-1 OC
Street Suffix: AVE
Alder Text: None
IayerName: Parcels Outline
REPoRr
HYDROLOGY REPORT
For The Proposed
Residential Project
176 South Campbell Avenue
Tybee Island, Georgia
SITE NARRATIVE AND SITE CONDITIONS
The existing site is vacant with few trees and the ground is generally flat with slopes between o
percent and 2 percent. The proposed project will be the construction of a new residential
structure. The total site is 0.21 acres with the disturbed area being approximately 0.05 acres.
PRE DEVELOPMENT SITE CONDITIONS
The existing area will be treated as one drainage area. The existing drainage area consists of 0.21
acres and has a diverse drainage pattern. The pattern dominantly drains to the east toward the
adjacent saltwater marsh.
The existing storm water run-off volume currently leaving the site will be the maximum allowed
to impact any adjacent property during post developed storm events.
POST DEVELOPMENT SITE CONDITIONS
The proposed site will be treated as one drainage area and is not changed in pattern or size from
the pre developed state but will have an increase in impervious area. Run off for the residential
addition will be collected on site by sheet drainage and swales and the increase in run off will be
directed to the existing saltwater marsh.
ANALYSIS METHOD
The TR 55 method was utilized for the analysis of the pre -development and post -development
runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and
for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed
utilizing the following data:
DRA/NAGE'AREA
PRE -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS
POST -DEVELOPMENT RUNOFF COEFFICIENT = SEE EXHIBITS
IDF CURVES -- SAVANNAH
HYDROGRAPH GENERATION METHOD = RATIONAL
PRE -DEVELOPMENT SLOPE SEE EXHIBITS
POST DEVELOPMENT SLOPE -- SEE EXHIBITS
TIME OF CONCENTRATION PRE -DEVELOPMENT = 6 MINUTES
TIME OF CONCENTRATION POST -DEVELOPMENT = 6 MINUTES
It is also our opinion that the increase in run-off due to the addition will be retained on site for
storms up to and including the 25 year storm event and should not affect neighboring properties.
Run-off calculations accompany this report.
SOUTH SWALE CALCULATIONS
Enter Ma p Title
:09
INDEX
INTERMEDIATE
i
SUPPLEMENTARY tt _
DEPRESSION
Parcels Outline
Buildings
SAGS EIA GNQ MRRkN . REPRESENTATION. ON Gi3AAAxiY oTHE CONTExi, gEQUENCE,
nn ..nil. AMURAGYTINELINFSS Oa GOrrPt EfENE&S OEaxvpp THE pAYAaA4E aFFORYATgN plrpylpFa 1•Fl
Ri
SITS
i
9 o_nos 9.-------------
g,
Q 92
Miles
9 25 50
00
Feel y
Savannah Area Geographic Information gy em�ggGl
Sources: Esri, HERE, 6elmnre, 11SG5, inlelmap, in4enlen[ P Chip_, Hi=CAN, i Japan.
MEFl, Psri China (Hong atmgy, E.,,(Thailand], ErMapmylndH. ®tlpenS€raelWap cRRtrihulors.
and the Gls Uscr Community
i'��
1-�_�,���" � � -
�� �� 1
-� i � � � �
� � L� Y.
.� � l
��
., ,.:
rw` � � i ��� � xa ��_;� . � . �. .
-}
i f s t I'�- i.r � ,�''
POST - DOEV.
-SOO-TW SIDE S WALE
Project: TODD-SOUTH-SWALE. FW: SAVANNAHADF 7 hyd's 104-23-2016
Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cis)
Time
interval
(min)
Time to
peak
(min)
Volume
(tuft)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(tuft)
Hydrograph
description
I
1
SCS Runoff
0.78
! 1
726
2,774
1
- -
—
—
TODD-SOUTH-SWALE-1
2
SCS Runoff
0.89
1
726
3,194
2
—
----
- --
TODD-SOUTH-SWALE-2
3
SCS Runoff
1.12
1
726
4,044
5
---
—
TODD-SOUTH-SWALE-5
4
SCS Runoff
1.34
1
726
4,906
10
-
--
TODD-SOUTH-SWALE-1
5
SCS Runoff
; 1.56
1
726
5,775
25
—
—
---
TODD-SOUTH-SWALE-2
6
SGS Runoff
1.79
1
726
6,649
50
—
--
TODD-SOUTH-SWALE-5
7
{
SCS Runoff
2.01
1
726
i
7,527
I
100
--
- —
----
TODD-SOUTH-SWALE-1
Prot. file: TODD-SOUI
13RUF file. SAVANNAHADF
Run date: 04-23-2016
Hydrograph Plot
Hyd. No. 1
= 1 min
TODD-SOUTH-SWALE-1-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 1 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0 %
Tc method
= USER
Total precip.
= 4.50 in
Storm duration
= 24 hrs
0.
0.
w
a 0.
0.
0.
0
English
Peak discharge = 0.78 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of conc. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 2,774 cult
9 - SCS Runoff -1 Yr - Qp = 0.78 ds
5 10 15 20 25
Time (hrs)
Hyd. 1
Hydrograph Plot
Hyd. No. 2
TODD-SOUTH-SWALE-2-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 2 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 5.00 in
Storm duration
= 24 hrs
English
Peak discharge = 0.89 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of conc. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 3,194 cuft
2 - SCS Runoff - 2 Yr - Qp = 0.89 ds
5 10 15 20 25
Time (hrs)
Hyd. 2
Hydrograph Plot
Hyd. No. 3
TODD -SOUTH -S WALE -5 -YR
Hydrograph type
= SCS Runoff
Storm frequency
= 5 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 6.00 in
Storm duration
= 24 hrs
1
1
CY
0
English
Peak discharge = 1.12 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of conc. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 4,044 cult
3 - SCS Runoff - 5 Yr - Qp = 1.12 ds
5
10 15 20
Time (hrs)
Hyd. 3
25
Hydrograph Plot
Hyd. No. 4
TODD-SOUTH-SWALE-10-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 7.00 in
Storm duration
= 24 hrs
1
English
Peak discharge = 1.34 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of cone. (Te)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 4,906 cult
4 -SCS Runoff -1Q Yr -Qp= 1.34 cfs
0
0 5 10
Time (hrs)
Hyd. 4
15
20
25
I
Hydrograph Plot
Hyd. No. 5
TODD-SOUTH-SWALE-25-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 25 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 8.00 in
Storm duration
= 24 hrs
English
Peak discharge = 1.56 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of conc. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 5,775 cuft
5 - SCS Runoff - 25 Yr - Qp = 1.56 cfs
10 15
Time (hrs)
Hyd. 5
20
i
i
25
2.0
�-
I
CY
i
0.5
0.0
0 5
10 15
Time (hrs)
Hyd. 5
20
i
i
25
Hydrograph Plot
Hyd. No. 6
TO D D -SO U TH -S WA LE -50 -YR
Hydrograph type
= SCS Runoff
Storm frequency
= 50 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 9.00 in
Storm duration
= 24 hrs
English
Peak discharge = 1.79 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of conc. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 6,649 cult
6 - SGS Runoff - 50 Yr - QP = 1.79 ds
2.0 _
TI
[d
5 10 15 20 25
Time (hrs)
�' Hyd. 6
Hydrograph Plot
Hyd. No. 7
TODD-SOUTH-SWALE-100-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 100 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 10.00 in
Storm duration
= 24 hrs
English
Peak discharge = 2.01 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of conc. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 7,527 cult
7 - SCS Runoff -100 Yr - Qp = 2.01 ds
61
10 15
Time (hrs)
Hyd. 7
20
25
Bentley Systems, Inc. Haestad Methods SolOW410pliftewMaster V8i (SELECTseries 1) [08.11.01.03]
4123/2016 11:19:50 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755.1666 Page 1 of 2
Worksheet for TODD-SOUTH-SWALE
Project Description
Friction Method
Manning Formula
Solve For
Normal Depth
Input Data
Roughness Coefficient
0.025
Channel Slope
1 noon 24,
Left Side Slope
3300 ft./ft (H:V)
Right Side Slope
3.00 ft/ft (H:V)
Bottom Width
200
Discharge
2.01 ft'/s • --^� �� t'j R•
1
Results
Normal Depth
3.71 in
Flow Area
0.90 ft
Wetted Perimeter
3.95 ft
Hydraulic Radius
2.74 in
Top Width
3.85 ft
Critical Depth
0.27 ft
Critical Slope
0.01578 ft/ft
Velocity
2.22 ft/s
Velocity Head
0.08 ft
Specific Energy
0.39 ft
Froude Number
0.81
Flow Type
Subcritical
GVF Input Data
Downstream Depth
0.00 in
Length
0.00 R
Number Of Steps
0
GVF Output Data
Upstream Depth
0.00 in
Profile Description
Profile Headloss
0.00 ft
Downstream Velocity
Infinity ft/s
Upstream Velocity
Infinity ft/s
Normal Depth
3.71 in
Critical Depth
0.27 ft
Channel Slope
1.00000
Bentley Systems, Inc. Haestad Methods SolOW410pliftewMaster V8i (SELECTseries 1) [08.11.01.03]
4123/2016 11:19:50 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755.1666 Page 1 of 2
Worksheet for TODD-SOUTH-SWALE
GVF Output Data
Critical Slope
0.01578 ft/ft
Bentley Systems, Inc. Haestad Methods SohHbydI&ftMewMaster V8i (SELECTseries 1) [08.11.01.03]
4123/2016 11:19:50 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755.1666 Page 2 of 2
NORTH SWALE CALCULATIONS
3
DRIVE TO BE CON5TRUCTED OF
MATERIAL5 APPROVED BY THE CITY 0
TYBEE 15LAND PLANNING AND ZONING AND
BE 25' WIDE ( TOTAL MAX AT RIGHT OF
WAY LINE) OR A5 PER CITY OF TYBEE
15LAND ORDINANCE5
50/ALE "A"
7 1 LF 5WALE
AT 0.55%
PRB C 28 DATED N
THE F.1.R•M• g�26/06 THtS LOT F3 YfLTHl
.E BFE 13.0,
PAT
WALE W
5.0
If
I .27% r
( MAT H W -G E V5 A� �b
1 I3 18°11'21°v
NDA
I = 0.005 AC (98)
F = 0.014 AC (84)
a o- T= 0.0 1 9 AC
Cw = 55
k TT
y
TD 5.
�I15801
LLJ I I kB LOT
h'
AMU
ofcu
II try
_ - _Y8iry19 0
L � •s—
�r• ,_.{� - J �s.�,�' ,-' r . -_.� stay J r.� �... .= ....� � r-' r r-' r ,-� � •--' � � 7 1
as
Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuft)
Return
period
(Yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(tuft)
Hydrograph
description
1
726
581
`�
40
--
TODD-NORTH-SWALE-1
1
I
i
SCS Runoff
0.15
—
{ —
Proj.
file: TODD-NORTH-SWALE
GOV
file: SAVANNAH.IDF
TR un
date: 04-28-2016
1 - SCS Runoff - 100 Yr - Qp = 0.15 cfs
0.20T - - - - - -- -- - - - --
1
101
5 10
Time (hrs)
Hyd. 1
15 20
25
GVF Output Data
Upstream Depth
Worksheet for TODD-NORTH-SWALE
Project Description
Profile Description
Friction Method
Manning Formula
Solve For
Normal Depth
Input Data
Downstream Velocity
Roughness Coefficient
0.025
Channel Slope
1.27000 0�
Left Side Slope
300 t1ft (H:V)
Right Side Slope
3.00 fttff (H:V)
Bottom Width
1.00 ft
Discharge
0.15
Results
Normal Depth
GI)
Flow Area
0.12 ft2
Wetted Perimeter
1.61 ft
Hydraulic Radius
0.92 in
Top Width
1.58 ft
Critical Depth
0.08 ft
Critical Slope
0.02283 ft/ft
Velocity
1.21 ft/s
Velocity Head
0.02 ft
Specific Energy
0.12 ft
Froude Number
0.76
Flow Type
Subcritical
GVF Input Data
Downstream Depth
0.00 in
Length
000 ft
Number Of Steps
0
GVF Output Data
Upstream Depth
0.00
in
Profile Description
Profile Headloss
0.00
ft
Downstream Velocity
Infinity
fus
Upstream Velocity
Infinity
ft/s
Normal Depth
1.15
in
Critical Depth
0.08
ft
Channel Slope
1.27000
Bentley Systems, Inc_ Haestad Methods SolNA11YAWPUIMMaster V8i (SELEC7series i) [08.11,01.()3]
412812016 1:19.53 PM 27 Siemons Company Drive Suite 200 W Watertown, CF 06795 USA +1-203.755.1666 Page 1 of 2
Worksheet for TODD-NORTH-SWALE
GVF Output Data
Critical Slope 0.02283 ft/ft
Bentley Systems, Inc. Haested Methods SolBentlDpfilewMaster V8i (SELECTseries 1) [08.11.01.03]
412812016 1:19:53 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2
SOILS
32" Cr 27N
32" V ;7'N
Soil Map—Bryan and Chatham Counties, Georgia 3
32" D` 29" N
513750 513780 513810 523840 513870 513900 513930 51396D 513990 514020 514050
3 3
b �
Map Smle: 1:1,510 W printed on A landsope (11" x 8.5") sheet — etersN
N 0 20 40 80 120 as
Feet
A0 50 100 200 300
Map pYDJaction, Web Memator Comer coadinates: WGS84 Edge tics: tlTM Zane 17N WGS84
I,s?m Natural Resources Web Soil Survey 3/29/2015
Conservation Service National Cooperative Soil Survey Page 1 o/ 3
32" d 27 N
Soil Map—Bryan and Chatham Counties, Georgia
MAP LEGEND
MAP INFORMATION
Area of Interest (A01)
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:20,000,
v
Area of Interest (AOI)
Stony Spot
Waming: Soil Map may not be valid at this scale.
Solis
Soil Map Unit Polygons
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
..
Soil Map Unit Linea
The maps do not show the small areas of contrasting
0
Soil Map Unit Points
Otherplacement.
soils that could have been shown at a more detailed scale.
Specs
Special Line Features
Special
Point Features
Please rely on the bar scale on each map sheet for map
Blowout
Water Features
measurements,
Streams and Canals
Borrow Pit
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: http://websolisurvey.nres.usda.gov
�ff
Clay Spot
+ r Rails
Coordinate System: Web Mercator (EPSG:3857)
Closed Depression
,. Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit
US Routes
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Gravelly Spot
Major Roads
Albers equal-area conic projection, should be used if more accurate
Landfill
calculations of distance or area are required.
Lccal Roads
Lava Flow
Background
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Marsh or swamp
� Aerial Photography
Soil Survey Area: Bryan and Chatham Counties, Georgia
Mine or quarry
Survey Area Data: Version 9, Sep 17, 2014
Miscellaneous Water
Soil map units are labeled (as space allows) for map scales 1:50,000
Perennial Water
or larger.
Rock Outcrop
Date(s) aerial images were photographed: Mar 1, 2010—Jan 15,
2012
Saline Spot
The orthophoto or other base map on which the soil lines were
Sandy spot
compiled and digitized probably differs from the background
Severely Eroded Spot
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Sinkhole
Slide or Slip
Sodic Spot
t1Sb-k Natural Resources Web Soil Survey 3/29/2015
:rim Conservation Service National Cooperative Soil Survey Page 2 of 3
Sall Map.—Bryan and Chatham Counties, Georgia
Map Unit Legend
Bryan and Chatham Counties, Georgia (GA613)
Map Unit Symbol Map Unit Name Acres In A01 Percent of AOI
Ch Capers soils 0.91 8.846
Cue —` Chipley-Urban land complex 2.0'., — 20.1%
Tmt Tidal marsh, salty 7.3 — 71.4%{
Totals for Area of Interest i _ T _T� 10.21 — loco%
i si .N Natural Resources Web Soil Survey 312912015
5 Conservation Service National Cooperative Soil Survey Page 3 of 3
iw.
s: l
1W At
4FQ1,. '
ZONE AI
MAP SCALE 1" = 500'
250 0 500 1000
FEET
METE
- PANEL 0213F f_
FIRM
FLOOD INSURANCE RATE MAP
CHATHAM COUNTY,
GEORGIA
AND INCORPORATED AREAS
PANEL 213 OF 455
1 (SEE MAP INDEX FOR FIRM PANEL LAYOUT)
CONTAINS:
COM UNITY NSI 1IBE PANEL $VFFI
CHATHAM COUNTY 130030 0215 F
TYBEE ISLAND, CITY OF 135164 0213 F
Notice to User: The Map Number shown below
should be used when placing map orders; the
community Number shown above should be
used on insurance applications for the subject
community
4 tit�F�, MAP NUMBER
° 13051CO213F
7 EFFECTIVE DATE
o¢F
. j• <HNO ffGA
� . + SEPTEMBER 26, 2008
•FK Federal Cmcrgency MunugcmcntAgcnc}
This is an official copy of a portion of the abrnro referenced Mood map. it
was extracted using F -MIT On -lane. This map does not reflect changes
or amendments which may have been mack, subsequent to the date on the
title Mock. For the latest product Information about National Flood Insurance
"
Program Mood maps check the FEMA Flood Map Store at www msc.fema.no
VICINITY MAP SAGISAND PROJECT INFORMATION
Enter Map Title
r
ro � i --�
I 1�
I It
16
r ► csy ,�
! (291
' j
l rf 2 X40
i � ' °j
/ '
Buildings ��
SILL; MAK 5110 MR ""-RE"E5k"14" X. lA G0MA --TiSE Cprfl>:HT, SEOnENCE.
ACFAIPACY T,MEIdF.W C CO.— Hess OF ANY Of YnF OATA &lSE ECQN . EIOE EO 7•'i 9ai1
4 a.ot n.az
o,os
Miles
p 55 11C
Feet 2iF
www.SAGIS.c
Savannah Area Geographic IMormat€on System (SAG,
Soureey; Esli. HEM'- Oeieime, USGS. Inlumap, inaemenE P Gory., NRCAEF. Eui .lApan
IAETI, Esri Ghlna (Heng 1[on91. Esri (fhaiiand}, Mapmylndia, �gcenSaeetMap rnntriJ-p-
Antl Ne GFS User cmnmun;ry
P/N: 4-001 G -02-032
Owner's Name: To 00 ANO TAe-n (,ky c µ Z 1a
Owner's Addre55 /: �C
Owners Address 2: 17C:, 5 CAMPBELL AVE
Owners Address 3.-
City.
:City TYBEE ISLAND
State: GA
Zip Code: 3 13 28
Property Address: 0 S CAMPBELL AVE TY5EE ISLAND
Street Lighting:
Municipal Code: 4
Melghborhood Code: I
Land Units: 30
Land )lrontage: 30
Land Depth: 71
Land type: PF
Real (state Value: 177700
Land Value: 177700
Building Value: 0
Property Class: R
Land Use Code: 01
Sale Price: 0
Sale Year.
Sale Month:
Sale Da),
Transit Code: 0
APC Code:
Commernal Category.
Agent:
Total A55e55meat: 7 1080
Legal Description /: LOT 32-8 HORSE PEN HAMMOCK
Legal Description 2: BOOK 50 PG 15
Zoning Code:
Sale or Booh.
Sale or Page:
Base Year Value: 0
Base Year Value w/ CPI: 0
CAMA Land Value: 177700
CAMA M5c Value: 0
CAMA 6u,ldrng Value: 0
CAMA Total Value: 177700
Cfl TXFER filler. N u I I
Tax Allocation District (TAD):
TAD Base Year Value: 0
Enterprise Zone:
GData EZ
TCR Date: 5/8/2015
Street Number. 0
Street Short Name: CAMPBELL
Street Prefix: 5
Unit Number. Null
Street Name: CAMPBELL
Calculated Acreage: 0.205958
Owner Name: BRAGG JOHN D
Full Addre55: 0 5 CAMPBELL AVE
Property Address 2: 0 S CAMPBELL AVE TYBEE ISLAND
Property Zlp Code: 3 1328
Calculated Zoning: R-2
Zoning De5crlptlon: One and Two Family Re5ldenGe5
Aldermdn: 0
Commissioner- 4
IVelglhborhood: T222 TYBEE HORSE PEN
Land Use: SINGLE FAMILY RES
Calculated Flood Zone: AF
Elementary School: HOWARD
Middle School: COASTAL
High School: ISLANDS
Voter Prennct: 4- 1 OC
Street Suffix: AVE
Alder Text.: None
layerName: Parcels Outline
REPORT`
HYDROLOGY REPORT
For The Proposed
Residential Project
176 South Campbell Avenue
Tybee Island, Georgia
SITE NARRATIVE AND SITE CONDITIONS
The existing site is vacant with few trees and the ground is generally flat with slopes between 0
percent and 2 percent. The proposed project will be the construction of a new residential
structure. The total site is 0.21 acres with the disturbed area being approximately 0.05 acres.
PRE DEVELOPMENT SITE CONDITIONS
The existing area will be treated as one drainage area. The existing drainage area consists of 0.21
acres and has a diverse drainage pattern. The pattern dominantly drains to the east toward the
adjacent saltwater marsh.
The existing storm water run-off volume currently leaving the site will be the maximum allowed
to impact any adjacent property during post developed storm events.
POST DEVELOPMENT SITE CONDITIONS
The proposed site will be treated as one drainage area and is not changed in pattern or size from
the pre developed state but will have an increase in impervious area. Run off for the residential
addition will be collected on site by sheet drainage and swales and the increase in run off will be
directed to the existing saltwater marsh.
ANALYSIS METHOD
The TR 55 method was utilized for the analysis of the pre -development and post -development
runoff for this site. Hydro#low Hydrographs software was utilized to perform these analyses and
for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed
utilizing the following data:
DRAINAGEAREA
PRE -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS
POST -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS
IDF CURVES — SAVANNAH
HYDROGRAPH GENERATION METHOD = RATIONAL
PRE -DEVELOPMENT SLOPE — SEE EXHIBITS
POST DEVELOPMENT SLOPE - SEE EXHIBITS
TIME OF CONCENTRATION PRE -DEVELOPMENT = 6 MINUTES
TIME OF CONCENTRATION POST -DEVELOPMENT = 6 MINUTES
It is also our opinion that the increase in run-off due to the addition will be retained on site for
storms up to and including the 25 year storm event and should not affect neighboring properties.
Run-off calculations accompany this report.
SOUTH SWALE CALCULATIONS
i
43
r
r
Enter Map Title
O
'
[['�� �
�J
�3�NTS�
33
r
i
(34)1r
INDEX
INTERMEDIATE
4
SUPPLEMENTARY � 1�
DEPRESSION A -f)
Parcels Outline
Buildings
Sit+-^+�/�(Efi NO lM4RRAHiY, REPitESENTaYION, pR GVMANIY/S tO THE CONTENT, SEQUENCE,
��n nn�r nCcua�T nYli�NE53 O9COVR.ETENESSpenuv OETNE Chin N.tSE INFOANAT1pN PRpvrplp I-rjrA
5 [T f!
9
ams o.ot
0.92
Dies
25 59 t0a
veet
www.SAGIS.p
Savannah Area Geographic infarmabon System (SAG,
Sourcer Earl, HEA>=, peLo�me, 11$G5, inie�maV, IPcremem P Cory, NRCAN, r%.i Japen
WTI, ES,i China (Hong Kangl, Esd (fhellnndJ. Mepmylndre, m OikrtSheetMep roneih[Anlc
end ehe r;IS Uoei CPmmUN:y
�� e A e
POST - DEV,
SD�7Tl� SIDE- SwAL-E-
0 m m 0
! Project: TODD-SOUTH-SWALE. FDV: SAVANNAHJDF
7 hyd's
0
04-23-2016
Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cult)
Hydrograph
description
1
SCS Runoff
0.78
1
726
2,774
1
—
— -
- -
TODD-SOUTH-SWALE-1 �!
2
SCS Runoff
0.89
1
726
3,194
2
--
—
--
TODD-SOUTH-SWALE-2
3
SCS Runoff
1.12
1
726
4,044
5
—
--
--
TODD SOUTH-SWALE-5
4
SCS Runoff
1.34
1
726
4,906
10
—
--
--
TODD-SOUTH-SWALE-1
5
SCS Runoff
1.56
1
726
5,775
25
—
-
- -
TODD-SOUTH-SWALE-2
6
SCS Runoff
1.79
1
726
6,649
50
—
—
--
TODD-SOUTH-SWALE-5
7
SCS Runoff
2.01
1
726
7,527
100
--
—
TODD-SOUTH-SWALE-1
Proj. file: TODD-SOUTH-SWALE�GHW file: SAVANNAH.lDF
Run date. 04-23-2016
Hydrograph Plot
Hyd. No. 1
= 1 min
TODD-SOUTH-SWALE-I-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 1 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0 %
Tc method
= USER
Total precip.
= 4.50 in
Storm duration
= 24 hrs
E
X
U 0
a
.X
English
Peak discharge = 0.78 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of conc. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 2,774 cuft
1 - SCS Runoff -1 Yr - Qp = 0.78 cfs
5 10 15 20
Time (hrs)
Hyd. 1
I
25
Hydrograph Plot
Hyd. No. 2
TODD-SOUTH-SWALE-2-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 2 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 5.00 in
Storm duration
= 24 hrs
1
0
to 0
V
CY
1 0
0
0
1 0
English
Peak discharge = 0.89 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of conc. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 3,194 cult
2 - SCS Runoff - 2 Yr - Qp = 0.89 cfs
5 10 15 20 25
Time (hrs)
' Hyd. 2
Hydrograph Plot
English
Hyd. No. 3
TODD-SOUTH-SWALE-5-YR
Hydrograph type
= SCS Runoff
Peak discharge
= 1.12 cfs
Storm frequency
= 5 yrs
Time interval
= 1 min
Drainage area
= 0.25 ac
Curve number
= 87
Basin Slope
= 1.0%
Hydraulic length
= 125 ft
Tc method
= USER
Time of conc. (Tc)
= 6 min
Total precip.
= 6.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 300
Total Volume = 4,044 cult
3 - SCS Runoff - 5 Yr - Qp = 1.12 cfs
M
5 10 15 20
Time (hrs)
Hyd . 3
i
i
25 1
Hydrograph Plot
Hyd. No. 4
TO DD-SOUTH-SWALE-10-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 7.00 in
Storm duration
= 24 hrs
English
Peak discharge = 1.34 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of cone. (Tc)
= 5 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 4,906 tuft
4- SCS Runoff -10Yr-Qp=1.34 ds
Q
C1
I
0.
5 10 15 20
Time (hrs)
Hyd. 4
25
Hydrograph Plot
Hyd. No. 5
= 1 min
TODD-SOUTH-SWALE-25-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 25 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 8.00 in
Storm duration
= 24 hrs
English
Peak discharge = 1.56 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of conc. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 5,775 cuft
I
5 - SCS Runoff - 25 Yr - Qp = 1.56 ds
0 5 10 15 20 25
Time (hrs)
Hyd. 5
Hydrograph Plot
Hyd. No. 6
TODD-SOUTH-SWARE-50-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 50 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 9.00 in
Storm duration
= 24 hrs
2.
1.
English
Peak discharge = 1.79 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of conc. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 6,649 cult
6 - SCS Runoff - 50 Yr - Qp = 1.79 ds
Lei
M
5 10 15 20
Time (hrs)
Hyd. 6
25
Hydrograph Plot
Hyd. No. 7
TODD-SOUTH-SWALE-100-YR
Hydrograph type
= SCS Runoff
Storm frequency
= 100 yrs
Drainage area
= 0.25 ac
Basin Slope
= 1.0%
Tc method
= USER
Total precip.
= 10.00 in
Storm duration
= 24 hrs
2.0
Cy
0.5--
0.0-
0
.50.00
English
Peak discharge = 2.01 cfs
Time interval
= 1 min
Curve number
= 87
Hydraulic length
= 125 ft
Time of cone. (Tc)
= 6 min
Distribution
= Type III
Shape factor
= 300
Total Volume = 7,527 tuft
7 - SCS Runoff -100 Yr - Qp = 2.01 ds
5 10 15
Time (hrs)
e Hyd. 7
20
25
Worksheet for TODD-SOUTH-SWALE
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient
Channel Slope-y,nnnn ci
Left Side Slope ^ ft/ft (H:V)
Right Side Slope 3.00 ft/ft (H:V)
Bottom Width-ZZL-4
Discharge 2.01 ft3//s - too � 9.
Results
3.71 In
Normal Depth
Flow Area
0.90 ft'
Wetted Perimeter
3.95 ft
Hydraulic Radius
2.74 in
Top Width
3.85 It
Critical Depth
0.27 ft
Critical Slope
0.01578 ft/ft
Velocity
2.222.22 ft/s
Velocity Head
0.08 ft
Specific Energy
0.39 ft
Froude Number
0.81
Flow Type
Subcritical
GVF Input Data
Downstream Depth
0.00 in
Length
0.00 ft
Number Of Steps
0
GVF Output Data
Upstream Depth
0.00 in
Profile Description
Profile Headloss
0.00 ft
Downstream Velocity
Infinity ft/s
Upstream Velocity
Infinity ftis
Normal Depth
3.71 in
Critical Depth
0.27 ft
Channel Slope
1.00000 %
aentley Systems, Inc. Haestad Methods S010kneop6tswMaster V81(SELECTseries 1) [08.11.01.03]
4/2312016 11:19:50 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2
Worksheet for TODD-SOUTH-SWALE
GVF Output Data
Critical Slope
0.01578 ft/ft
Bentley Systems, Inc. Haestad Methods SohRixftU FtewMaster V8i (SELECTseries 1 ) [08.11.01.03]
4/2312016 11:19:50 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2
NDRTH SWALE CALCULATIONS
3
I 5WALE "B^ -
DRIVE TO BE CONSTRUCTED OF I I _ — —€ r F 5. L
MATERIALS APPROVED BY THE CITY OF
I AT I .2795 j
TYBEE ISLAND PtANN1NG AND ZONING AND r f�
BE 25' WIDE ( TOTAL MAX AT RIGHT OF MATCH G ELEV 5
I — _--- FG 5. r r r)
WAY LINE ) OR A5 PER CITY OF TYBEE I I
I5LAND ORDINANCES
F
D .7 — NDA
I = 0.005 AG (98)
IP=0.014AC(54)
a" p T=0.Ci 9AC r r r r —
FG 5. Gv = 88
l �I
I TD 5.
II t� 1
SWALE
IN,
= 71 LF SWALE > I I TF5
AT 0.8595
r« I I La's t2—B I
cQ t I
0
II1 +y —'k --
PRB C 28 r i1g'61 02 9.04' n ! 1
08 �T 19 ',
928/ o, --Nye
TjW F.1.R.UN
1[, DATED I TH15
E 13.0. f
as
,o op
"-
Project: TODD-NORTH-SWALE. FVDV: SAVANNAH.IDF 1 hyd's 04-28-2016
Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Return
period
(Yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cult)
Hydrograph
description
1
726
581
TODD-NORTH-SWALE-1
1
I
SCS Runoff
i
I
Proj. file: TODD-NORTH-SWALE.Gi3W
fife: SAVANNAH.IDF
Run date: 04-28-2016
111
A
oY
0..
0.c
1 - SCS Runoff - 100 Yr - Qp = 0.15 cfs
IU 15 20
Time (hrs)
y Hyd. 1
25
i
Worksheet for TODD-NORTH-SWALE
Project Description
Friction Method
Solve For
Input Data
Roughness Coefficient
Channel Slope
Left Side Slope
Right Side Slope
Bottom Width
Discharge
Results
Normal Depth
Flow Area
Wetted Perimeter
Hydraulic Radius
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow Type
GVF Input Data
Downstream Depth
Length
Number Of Steps
GVF Output Data
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Manning Formula
Normal Depth
Subcritical
0.025
1.27000
3.00
ft/ft (H: V)
,! —00
,ftlft (H: V)
1,00
ft
0.15
felsZ>C) i�-
1.15 7:�
0.12 ft2
1.61 ft
0.92 in
1.58 ft
0.08 ft
0.02283 ft/ft
1.21 ftfs
0.02 ft
0.12 ft
0.76
0.00 in
0.00 ft
0
0.00 in
a00 ft
Infinity fus
Infinity ftls
1.15 in
0.08 ft
1.27000
Bentley Systems, Inc. Haestad Methods SohHkrrfNRPhlewMaster V8i (SELECTseries 1) [08.11.01.03]
4/2812016 1:19:53 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 VSA +1-203.755-1666
Page 1 of 2
GVF Output Data
Critical Slope
Worksheet for TODD-NORTH-SWALE
0.02283 ft/fl:
Bentley Systems, Inc. Haestad Methods SaA@i3t IMpfitewMaster V81(SELECTseries 1) 108.11.01.03]
4/2812016 1:19:53 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2
SOILS
32° Of 29'N
32' U 77' N
3 Soil Map—Bryan and Chatham Counties, Georgia ;
sa €3
513750 513760 513810 513840 513970 513900 513930 513960 513990 514020
3
Map Scale: 1:1S10 iP printed on A landscape (11" x 8.5") sheet.
--Meters
N
0 20 40 so 120
0 so 100 200 300
Map projection: Web Mer rotor Comer coordinate,; WGS84 Edge tics: UTM Zone 17N WG -SM
t stm Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
32` 029 N
n
n
32° 922"N
514050
N
3129/2015
Page 1 of 3
Soil Map—Bryan and Chatham Counties, Georgia
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:20,000.
Area of Interest (AOI)
Stony Spat
Warning: Soil Map may not be valid at this scale.
Soils
Soil Map Unit Polygons
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
..
Soil Map Unit Lines
placement. The maps do not show the small areas of contrasting
13
Soil Map Unit Points
Other
sails that could have been shown at a more detailed scale.
Special Line Features
Special
Point Features
Please rely on the bar scale on each map sheet for map
Blowout
Water Features
measurements.
Streams and Canals
w
Borrow Pit
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: http:itwebsoilsurvey.nres,usda.gov
Clay Spot
Rails
Coordinate System: Web Mercator (EPSG:3857)
Closed Depression
.. Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit
US Routes
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Gravelly Spot
Major Roads
Albers equal-area conic projection, should be used if more accurate
Landfill
calculations of distance or area are required.
Lccal Roads
Lava Flow
This product is generated from the USDA-NRCS certified data as of
Background
the version date(s) listed below.
Marsh or swamp
� Aerial Photography
Soil Survey Area: Bryan and Chatham Counties, Georgia
Mine or Quarry
Survey Area Data: Version 9, Sep 17, 2014
Miscellaneous Water
Soil map units are labeled (as space allows) for map scales 1:50,000
Perennial Water
or larger.
Rock Outcrop
Date(s) aerial images were photographed: Mar 1, 2010—Jan 15,
2012
_i-
Saline Spot
The orthophoto or other base map on which the soil lines were
Sandy Spot
compiled and digitized probably differs from the background
Severely Eroded Spot
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Sinkhole
Slide or Slip
r�
Sodic Spot
t:sim Natural Resources Web Soil Survey 3/29/2015
Conservation Service National Cooperative Soil Survey Page 2 of 3
Sal Map—Bryan and Chatham Counties, Georgia
Map Unit Legend
Bryan and Chatham Counties, Georgia (GAM)
Map Unit Symbol Map Unit Name I Acres in AOI Percent of AOI
Ch
Capers Solis
O.g
8.5%
Cur; i
htpley-Urban land complex
— -- —�—
2.0
20.1%'
i
Tml
Tidelmersh,salty
7.9'
71.11
Totals for Aran of Interest'
10.2 i
100,0%
osa1 Natural Resources Web Soil Survey 31292015
dli'llill Conservatlon Service National Cooperative Soil Survey Page 3 of 3
" ; . t i , P A N E L 0 2 1 3 F
I H
! " " ���� _ _
. ��, . ��. " ' F I R
��" " k " L '. , " > . ' , Z O N E M E r ' ~ . . " ` " ' " " " ��I o F L O O D I N S U R A N C E R A T E M A P
. .
f i ? r ( E L 1 z ) : . o f C H A T H A M C O U N T Y , I
W i t r f
_ ��+ n G E O R G I A
A N D I N C O R P O R A T E D A R E A S
, . > s s " . , r ��' " P A N E L 2 1 3 O F 4 5 5
` r " + ��' ' ' ��. * . ' e ' * - + % ( S E E M A P I N D E X F O R F I R M P A N E L L A Y O U T )
t �� _ ` 7 y y , 4 " . . f
W i S r t : ' " f ��- * t I ��y ��i % ' ` 4 ��r , L 1 C O M M U N I T Y N M S E R P A N E L S Q r F I
r " . . 4 . . ; ����' ; . ' - ' ' y R s r " " C w 1 T H A M C O U N T Y 1 3 9 0 3 6 0 2 1 3 F
' " l ' t . r y ] 4 1 t c ���� r t w ' . ' . T [ " 1 7 Y B E E I S L A N D , C I T Y O F 1 3 5 1 8 4 0 2 1 J F
' r I R , " , ��
N o t i c e t c U s e r , T h e M a p N u m b e r s h o w n b e l o w
s h o u l d b e u s e d w h e n p l a c i n g m a p o r d e r s ; t h e
- - C o m m u n i t y N u m b e r s h o w n a b o v e s h o u l d b e
_ u s e d o n i n s u r a n c e a p p l i c a t i o n s f o r t h e s u b j e c t
" 0 E E " a c o m m u n i t y .
` " . . �� f
M A P N U M B E R
( D 1 3 0 5 1 C O 2 1 3 F
y `
' c F E F F E C T I V E D A T E
S E P T E M B E R 2 6 , 2 0 0 8
F e d e r a l E m e r g c n c �� M a n n p e n t e u t A g e n c y
" " " - ` . h . . . . Z O N E ' E : . ��
" - y " ��" T h i o i s a n o f 6 c f a l c o p y o f a p o r t i o n o f t h e s b o ��n r e f e r e n c e d f l o o d m a p . I t
" - - ! % E L 1 * 1 . ) w a s e x t r a c t e d u s i n g F - M I T O n - U n e . T h i s m a p d o e s n o t r e f l e c t c h a n g e s
" o r a m e n d m e n t s w h i c h m a y h a % e b e e n m a d e s u b s e q u e n t t o t h e d a t e o n t h e
, : , , " ��; " ' r + _ - _ t i t l e b l o c k . F o r t h e l a t e s t p r o d u c t I n f o r m a t i o n a b o u t N a t i o n a l F l o o d I n s u r a n c e
" - P r o g r + m f l o o d m a p s c h e c k t h e F E M A F l o o d M a p S t o r e a t w w w , m e c , f e m & c I c
A I 1 6 1 1 ��t
M A P A L E
. . ' ! " " 2 5 0
1 5 0 0 1 0 0 0
F E E T
e g
" ; . t i , P A N E L 0 2 1 3 F
I H
! " " ���� _ _
. ��, . ��. " ' F I R
��" " k " L '. , " > . ' , Z O N E M E r ' ~ . . " ` " ' " " " ��I o F L O O D I N S U R A N C E R A T E M A P
. .
f i ? r ( E L 1 z ) : . o f C H A T H A M C O U N T Y , I
W i t r f
_ ��+ n G E O R G I A
A N D I N C O R P O R A T E D A R E A S
, . > s s " . , r ��' " P A N E L 2 1 3 O F 4 5 5
` r " + ��' ' ' ��. * . ' e ' * - + % ( S E E M A P I N D E X F O R F I R M P A N E L L A Y O U T )
t �� _ ` 7 y y , 4 " . . f
W i S r t : ' " f ��- * t I ��y ��i % ' ` 4 ��r , L 1 C O M M U N I T Y N M S E R P A N E L S Q r F I
r " . . 4 . . ; ����' ; . ' - ' ' y R s r " " C w 1 T H A M C O U N T Y 1 3 9 0 3 6 0 2 1 3 F
' " l ' t . r y ] 4 1 t c ���� r t w ' . ' . T [ " 1 7 Y B E E I S L A N D , C I T Y O F 1 3 5 1 8 4 0 2 1 J F
' r I R , " , ��
N o t i c e t c U s e r , T h e M a p N u m b e r s h o w n b e l o w
s h o u l d b e u s e d w h e n p l a c i n g m a p o r d e r s ; t h e
- - C o m m u n i t y N u m b e r s h o w n a b o v e s h o u l d b e
_ u s e d o n i n s u r a n c e a p p l i c a t i o n s f o r t h e s u b j e c t
" 0 E E " a c o m m u n i t y .
` " . . �� f
M A P N U M B E R
( D 1 3 0 5 1 C O 2 1 3 F
y `
' c F E F F E C T I V E D A T E
S E P T E M B E R 2 6 , 2 0 0 8
F e d e r a l E m e r g c n c �� M a n n p e n t e u t A g e n c y
" " " - ` . h . . . . Z O N E ' E : . ��
" - y " ��" T h i o i s a n o f 6 c f a l c o p y o f a p o r t i o n o f t h e s b o ��n r e f e r e n c e d f l o o d m a p . I t
" - - ! % E L 1 * 1 . ) w a s e x t r a c t e d u s i n g F - M I T O n - U n e . T h i s m a p d o e s n o t r e f l e c t c h a n g e s
" o r a m e n d m e n t s w h i c h m a y h a % e b e e n m a d e s u b s e q u e n t t o t h e d a t e o n t h e
, : , , " ��; " ' r + _ - _ t i t l e b l o c k . F o r t h e l a t e s t p r o d u c t I n f o r m a t i o n a b o u t N a t i o n a l F l o o d I n s u r a n c e
" - P r o g r + m f l o o d m a p s c h e c k t h e F E M A F l o o d M a p S t o r e a t w w w , m e c , f e m & c I c
CNJ(
REScheck Software Version 4.6.2
Compliance Certificate
Energy Code:
2011 Georgia State Minimum Standard Energy Code
Location:
Tybee Island, Georgia
Construction Type:
Single Family
224
Project Type:
New construction
Glazing Area Percentage:
25%
15
Heating Degree Days:
1851
0.300
Climate Zone:
2
Construction Site:
Owner/Agent:
Designer/Contractor:
172 S. Campbell Ave.
Todd & Tammy Smith
Anthony Sapone
Tybee Island, GA 31328
172 S. Campbell Ave.
Catskill Builders Inc.
5
Tybee Island, GA 31328
210 Catalina Dr.
912-844-6742
Tybee Island, GA 31328
29
SHGC: 0.30
912-786-6127
catskilibuilders@comcast.net
Compliance, Passes using LIA trade-off
Compliance: 47.4% Better Than Code Maximum UA: 321 Your UA: 169 Maximum SHGC: 0.30 Your SHGC: 0.30
The % Better or worse Than Code index reflects how close to compliance the house is based on code tradeoff rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum -node home.
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space
1148
42.0
42.0
14
Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall
224
26.0
26.0
4
Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E
15
0.300
5
SHGC: 0.30
Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall
325
26.0
26.0
5
Window 2: Vinyl/Fiberglass Frame:Double Pane with Low -E
98
0.300
29
SHGC: 0.30
Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall
224
26.0
26.0
3
Window 3: Vinyl/Fiberglass Frame: Double Pane with Low -E
23
0.300
7
SHGC: 0.30
Door 1: Glass
36
0.750
27
SHGC: 0.30
Door 2: Glass
36
0.750
27
SHGC: 0.30
Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall
325
26.0
26.0
5
Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E
69
0.300
21
SHGC: 0.30
Ceiling 1: Flat Ceiling or Scissor Truss
1148
26.0
26.0
22
Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2011 Georgia State Minimum
Standard Energy Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck
Inspection Checklist.
Name - Title
Signature
uate
Project Title: Report date: 05/02/16
Data filename: C:\Users\antnlou\DocumentslREScheck\Todd & Tammy Smith.rck Page 1 of 5
REScheck Software Version 4.6.2
Inspection Checklist
Energy Code: 2011 Georgia State Minimum Standard Energy Code
Location: Tybee Island, Georgia
Construction Type: Single Family
Project Type: New construction
Glazing Area Percentage: 25%
Heating Degree Days: 1851
Climate Zone: 2
Ceilings:
❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-26.0 cavity + R-26.0 continuous insulation
Comments:
Above -Grade Walls:
❑ Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall, R-26.0 cavity + R-26.0 continuous insulation
Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall.
Comments:
❑ Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall, R-26.0 cavity + R-26.0 continuous insulation
Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall.
Comments:
❑ Wail 3: Wood Frame, 16" o.c.:Not Attic Kneewall, R-26.0 cavity + R-26.0 continuous insulation
Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall.
Comments:
❑ Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall, R-26.0 cavity + R-26.0 continuous insulation
Continuous insulation specified for this above -grade wall has consistent R -value rating across full area of the wall.
Comments:
Windows:
❑ Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -F, U -factor: 0.300, SHGC: 0.30,
For windows without labeled U -factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window 2: Vinyl/Fiberglass Frame:Double Pane with Law -E, U -factor: 0.300, SHGC: 0.30,
For windows without labeled U -factors, describe features:
*Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.300, SHGC: 0.30,
For windows without labeled U -factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E, U -factor: 0.300, SHGC: 0.30,
For windows without labeled U -factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1: Glass, U -factor: 0.750, SHGC: 0.30,
Comments:
❑ Door 2: Glass, U --factor: 0.750, SHGC: 0.30,
Project Title: Report date: 05/02/16
Data filename: C:1Userslantnlou\DocumentslRESchecklTodd & Tammy Smith.rck Page 2 of 5
Comments:
Floors:
❑ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-42.0 cavity + R-42.0 continuous insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Solar Heat Gain Coefficient:
❑ Solar Heat Gain Coefficient (SHGC) values are determined in accordance with the NFRC test procedure or taken from the default table.
Air Leakage:
Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or
solid material.
F1 Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between
window/door jambs and framing.
U Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
U Access doors separating conditioned from unconditioned space (e.g., attic, unconditioned basements and crawlspaces) are
weather-stripped and insulated (without insulation compression or damage). Where loose fill insulation exists, a wood framed or
equivalent baffle is installed to maintain insulation application. Required insulation values are as follows:
(1) Hinged vertical doors have a maximum U -Factor of U-0.2 (R-5 minimum)
(2) Hatches/scuttle hole covers have a maximum U -Factor U-0.05 (R-19 minimum)
(3) Pull down stairs have a maximum U -Factor of U-0.20 with a minimum of 75 percent of the panel area having R-5 minimum insulation
IJ Where air permeable insulation exists in vented attics, baffles are installed adjacent to soffit and eave vents. A minimum of a 1 -inch of
space is provided between the insulation and the roof sheathing and at the location of the vent. The baffle extends over the top of the
insulation inward until it is at least 4 inches vertically above the top of the insulation.
Lj Masonry, site -built fireplaces have gasketed doors and outdoor combustion air.
Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
Building envelope air tightness complies with a post construction blower door test result of less than 7 ACH at 50 Pascals. Test
conducted by a certified Duct and Envelope Tightness (DET) verifier.
Materials Identification and Installation:
❑ Materials and equipment are installed in accordance with the manufacturers installation instructions.
Materials and equipment are identified so that compliance can be determined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
insulation R -values and glazing U -factors are clearly marked on the building pians or specifications.
Duct Insulation:
Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
❑ Building framing cavities are not used as supply or return ducts. All supply and return ducts are lined with metal, flex duct, ductboard or
other material approved in section M1601 of the IRC.
F-1 Without exception all closure systems have mastic applied that is at least 2 mm (0.08 inches) thick. All joints and seams of air ducts,
air handlers, filter boxes are substantially airtight by means of tapes, mastics, liquid sealants, Basketing or other approved closure
systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B#and are labeled according to the duct construction. Metal duct
connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1
1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam and mastic.
Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
F1 Duct tightness test has been performed by a certified DET verifier and meets one of the following test criteria when tested at 0.1 inches
w.g. (25 Pascals):
(1) Rough -in total leakage test (RM with air handler installed: Less than or equal to 68.9 cfm (6 cfm per 100 ft2 of conditioned Floor
area).
Project Title: Report date: 05/02/16
Data filename: C:\Users\antnlou\DocumentslREScheck\Todd & Tammy Smith.rck Page 3 of 5
(2) Postconstruction total leakage test (PCT; including air handler enclosure): Less than or equal to 137.8 cfm (12 cfm per 100 ft2 of
conditioned floor area).
(3) Postconstruction leakage to outdoors test (PCO): Less than or equal to 91.8 cfm (8 cfm per 100 ft2 of conditioned floor area).
Temperature Controls:
❑ Where the primary heating system is a forced air furnace, at least one programmable thermostat is installed to control the primary
heating system and has set -points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
F1 Heat pumps having supplementary electric -resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
F1 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating (Sections 503 and 504).
Circulating Service Hot Water Systems:
Circulating service hot water pipes are insulated to R-2.
Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
Heated swimming pools have an on/off heater switch.
Pool heaters operating on natural gas or LPG have an electronic pilot light.
LJ Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar- and/or waste -heat -recovery systems.
❑ Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60% of the heating energy is from site -recovered energy or solar energy source.
Lighting, Power, Mechanical Requirements:
F1 A minimum of 50 percent of the lamps in permanently installed lighting fixtures are controlled with an occupancylvacancy sensor or
automated lighting control system, or can be categorized as one of the following:
(a) Compact fluorescent
(b) T-8 or smaller diameter linear fluorescent
(c) 40 lumens per watt for lamp wattage — 15
(d) 50 lumens per watt for lamp wattage > 15 and — 40
(e) 60 lumens per watt for lamp wattage > 40
Power attic ventilators are not permitted to be connected to the electric grid. Solar -powered attic ventilators are allowed.
Lj Central HVAC system does not use electric resistance as the primary heat source.
Exceptions:
Alterations of 50% or less of the original conditioned floor area in dwellings originally permitted after January 1, 1996.
Alterations to dwellings originally permitted before January 1, 1996.
Other Requirements:
F, Snow- and ice -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is
above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's').
Certificate:
❑ A permanent certificate is provided on or in the electrical distribution panel or air handler listing the predominant insulation R-valuos;
window U -factors; type and efficiency of space -conditioning and water heating equipment.. The certificate shall also list the calculated
heating load, sensible cooling load, latent cooling load and cfm for space conditioning the duct tightness and envelope tightness test
results. Buildings classified as R-2 occupancy shall indicate that the visual inspection option was used or provide envelope tightness
Project Title: Report date: 05/02/16
Data filename: C:1UserslantnloulDocumentslRESchecklTodd & Tammy Smith.rck Page 4 of 5
test results. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required
labels.
NOTES TO FIELD: (Building Department Use Only)
Project Title: Report date: 05/02/16
Data filename: C:1Userslantnlou\Documents\REScheck\Todd & Tammy Smith.rck Page 5 of 5
2011 Georgia State
Minimum Energy Code
Insulation Rating R-Valuo
Ceiling I Roof 52.00
Above -Grade Wall 52.00
Below -Grade Wall 0.00
Floor 84.00
Ductwork (unconditioned spaces):
Glass & Door Rating U -Factor SHGC
Window 0.30 0.30
Door 0.75 0.30
Envelope
CFM50
Total Conditioned Volume
ACH50
DET Verifer (Name/Phone)
Heating & Cooling
Heating System:
Cooling System:
Water Heater:
Heating Load
Sensible Cooling Load
Latent Cooling Load
Total Air Handler CFM
Load Calcs by (Name/Phone)
Duct Tightness Test Results
Test Type (PCO, PCT, RIT)
CFM25
Floor Area Served (s.f.)
Test Resultf%)
DET Verifer (Name/Phone)
Builder/Design Professional: Date:
Comments:
DAVIS ENGINEERING, INC.
PO Box 1663 Tybee Island, Georgia 31328
Tel. (912) 695-7262 dkdbus@gmail.com
May 11, 2016
George Shaw
Director of Community Development
City of Tybee Island
P.O. Box 2749
Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539
RE: Todd & Tammy Smith
172 South Campbell
Dear Mr. Shaw:
My review is limited to drainage issues and land disturbing activities. I have not attempted to duplicate
the work of the Planning Commission or City staff with regard to setbacks, density or other zoning, tree
protection or subdivision regulation issues.
My concurrence is offered contingent on the satisfactory recording of all necessary drainage
easements, as previously discussed and shown on the plans.
Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that,
once the above referenced easement is properly granted and recorded, the drainage design meets the
requirements of the Land Development Code of the City of Tybee Island. Any recommendations do
not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any
other governmental body or authority having jurisdiction over any portion of this project.
Please contact me if you have any questions on this matter
Sincerely,
Downer K. Davis, Jr., P.E.
President
cc: Lisa Schaaf 21602308
Lisa Schaaf
From: Downer Davis <dkdbus@gmail.com>
Sent: Tuesday, May 03, 2016 3:55 PM
To: George Shaw
Cc: Lisa Schaaf
Subject: Re: todd and tammy smith plans
George,
My comments are few.
1) I agree with you that we need to have documentation of the recorded easements supporting this 2nd row lot.
2) For clarity, I'd prefer leaders from the label of the 10' drainage easement to the edges. This is for the swale
beside the drive across the lot to be driven through.
3) Both swales are shown to require land disturbance in both the GA & Tybee 25' Marsh Buffers. Are there
variance applications to both the state and Tybee? Additionally, they extend beyond the limits of sediment
barrier (silt fence).
4) Construction Exit shown on the adjacent lot. I'm not aware of the drainage or access easement rights
supporting the use of a construction feature on the other lot.
Downer
On Mon, May 2, 2016 at 11:23 AM, George Shaw <gshaw —cityoft b�ee_org> wrote:
Mark,
We will also need a copy of the recorded plat showing the new drainage easement,
Lisa Schaaf
From: George Shaw
Sent: Monday, May 02, 2016 11:24 AM
To: 'Mark Boswell Lisa Schaaf; Downer Davis
Subject: RE: todd and tammy smith plans
Mark,
We will also need a copy of the recorded plat showing the new drainage easement.
George
From: Mark Boswell [mailto:lahbos bellsouth.net]
Sent: Monday, May 02, 2016 10:57 AM
To: George Shaw; Lisa Schaaf; Downer Davis
Subject: todd and tammy smith plans
S. c uYa Avmm 90' x/r
IAP 32. HORSE PEN HAMMOCK TygEE
r mrta arxwu
CD
ISLAND-CHATHAM COUNTY, GEORGIA
rox,oH�r o�ucc
Lisa Schaaf
From: Jimmy C. Brown
Sent: Tuesday, April 26, 2016 3:04 PM
To: Lisa Schaaf
Subject: RE: Lot 32 needs an address
172
From: Lisa Schaaf
Sent: Tuesday, April 26, 2016 2:08 PM
To. Jimmy C. Brown
Subject: Lot 32 needs an address
Hi Jimmy,
Lot 32 S. Campbell will be getting a new home (Todd Smith) and he wants an address. What do you think?
Mr. Sinclair at 174 s. Campbell just finished his house and he owns both lots 31.
Lisa L. Schaaf
Administrative Assistant
City of Tybee Island
Planning and Zoning
Office: 912.472.5033
Fax: 912.786.9539
lschaafPcityoftybee.org
CITY OF TYBEE ISLAND
BUILDING PERMIT
DATE ISSUED: 11-15-2016 PERMIT #: 160590
WORK DESCRIPTION NEW RESIDENTIAL BLDG- SF HOME
WORK LOCATION 172 SOUTH CAMPBELL
OWNER NAME TODD SMITH
ADDRESS 172 SOUTH CAMPBELL
CITY, ST, ZIP TYBEE ISLAND GA 31328
PHONE NUMBER
CONTRACTOR NAME
CATSKILL BUILDERS, INC.
ADDRESS
210 CATALINA DR.
CITY STATE ZIP
TYBEE ISLAND GA 31328
FLOOD ZONE
BUILDING VALUATION
SQUAREFOOTAGE
OCCUPANCY TYPE
P
TOTAL FEES CHARGED
$ 6,781.00
PROPERTY IDENTIFICATION #
4-0016-02-032
PROJECT VALUATION $296,105.00
TOTAL BALANCE DUE: $6,781.00
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. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786-4573 - FAX (912) 786-9539
www.r-ityoftybee.org
H Fame
Installation and Operation Instructions
for USA only
Model: HF-517UB
Cast Iron Freestanding Stove
(EPA Approved for Washington State)
Tested & Portland
Listed By m/9kir
Oregon USA
- J J us
OMNI -Test Laboratoriesr ine.
Conform to UL 1482 - 2010
Report # 375-S-01.2
KINDLY SAVE THESE INSTRUCTIONS FOR FUTURE REFERENCE
In the unlikely event that something is missing, please contact your dealer immediately.
The floor protection
If the stove is to be installed on a combustible floor, it must be placed on a non-combustible
hearth pad. In the USA, the floor protector must extend 8" beyond each side of the fuel loading
door and 16" to the front (18" to the front in Canada). (See fig. 4)
Floor protection under the stove must be a UL 1618 Type 1 Ember Protector composed of non-
combustible material for protection from radiant heat, sparks and embers.
Individual sections of floor protection must be mortared together to prevent sparks from falling
through to combustible materials. Any carpeting must be removed from under the floor
protection.
W
a"
s~
Fig. 4
16"
In a rear vent installation the floor protection must also extend under the stovepipe and a
minimum of 2" (50mm) beyond either side of the pipe.
2" (EOmm)
Date: Phone #:
5/2/11 843-441-6690
Company Name: Atlantic Spray Foam
Applicator Name: TJ Anderson —
Address: 172 S. Campbell
Tybee Island, GA
Permit Number:
Locations of Insulation Insulation
applied
5"
Sealection
Roof -_
500 Open Cell
13
Sealection
Under ls, Floor
500 Open Cell
Sealection
211d Floor Ext. Walls
500 Open Cell
Intumescent Coating Used:
365 Red Cedar ST. Suite. 604
Bluffton, SC 29910
Phone (843)441-6690
Fax (843)353-2606
www.atlanticsprayfoam. net
Thickness
R -Value
19
19
Approximate Sq, ft.
5"
2000
2000
2000
5"
35"
13
Location:
REFORM EXTERMINATING
Invoice #:
0016434
Invoice #•
Tempo SC Ultra
P.O. BOX 353
Customer #:
11811
Date #:
0016434
RINCON GA 31326
Route #:
20
.06%
01/31/17
912.3087401 --
Cy -Kick
01 %
Last Date;
085%,.350%, .300%, 2.0%,1,400%
,,xthor SC
.06%
CB -123 Extra
Customer #;
11811
dill To:
Service To:
0.05%
Service To:
10%,.1%
CATSKILL
CATSKILL
Aik Cockroach Gel Bait
CATSKILL
Avert!D Towable;
174 CAMPBELL AVE.
174 CAMPBELL AVE.
174 CAMPBELL
O.ptlgarq Ant Gal Bait
TYBEE ISLAND GA 31328
TYBEE ISLAND GA
31328
TYBEE ISLAND
AVE.
Contrac All Weather Blox
0.005%
Contrac Place Pac
0.005%
GA 31328
BS
Fast Trac Place Pac
0.01%
Balance $
0.00
Cypermethrin E Pro
Balance $
0.00
Rate $
0.00
BW
Rate $
0.00
Total $
0.00
SB
Total $
0.00
__){- Slab:
SW
Block Voids:
Brick Voids:
❑ Inspection Only ❑ Commercial
Demand CS
015% 1.03% /.06%
Suspend SC
.01%1.0M/ 1.06%
Tempo SC Ultra
,025% 1.05%
Tempo Ultra WP
.025%1.05%
CY-Kick CS
0.05%1.10%
Termidor SC
.06%
Termidor WG
.06%
Phanthom
.50%
Cy -Kick
01 %
,or 2000 Plus
085%,.350%, .300%, 2.0%,1,400%
,,xthor SC
.06%
CB -123 Extra
Silver Fish
GyperWP �,
0.1%
Delta Dust
0.05%
MaxFoiceFl.S pot Bait ;
10%,.1%
MaxF.o[eF.0 Gel'
Aik Cockroach Gel Bait
0.05%
Avert!D Towable;
Wngroom:
Permethrin E -Pro
,10%
O.ptlgarq Ant Gal Bait
Advance Compressed
Termite Bait
Utility:
Talon G Place Packs
0,005%
Contrac All Weather Blox
0.005%
Contrac Place Pac
0.005%
Fast Trac Ail Weather Blox
0.01%
Fast Trac Place Pac
0.01%
Generation Mini Blocke
0,0025%
Cypermethrin E Pro
0.25%-1.0%
Imida E Pro
75 WSP
0.05% - 0.10% l�
/5�f �/V
�. Foundation:
i.
Coy Davis - License # SP11861
rechnician Comments:
❑ Institutional
Web Broom
Glueoar s
Mouse Traps
Rat Traps
Rodent Bait Stations
❑ Indoor ®,[Nierior
Compressed Air
Aerosol Can
--Hand Duster
Power Sprayer
Spreader
Surface Spray
BaitApplication
Crack & Crevice
Broadcast
Spot Treatment
Other,
Space Application
Anis
Earwigs
Bees;
Roaches
Scorpions Wasps
Spiders
Centipedes -�
$lsrmites
Crickets
Beetles
Other:_
Silver Fish
Rodents:
Basement:
Bathroom;
Bedroom;
Wngroom:
Kitchen:
Utility:
ONix:
Foyer:
Attic:
Garage;
Patio:
Porches; Y
�. Foundation:
i.
Grraawl Space:
e
__){- Slab:
Block Voids:
Brick Voids:
Other;
❑ Do not allow humans or pets to contact treated surfaces until dry.
Date: , ; - E] Do not allow children to enter treated area for 3 hours,
� � .., . _ /: •""> ;
/ f/L ❑ Do not tamper with Rodenticide Placements.
Technician:`❑Keep bait out of reach of children and pets.
Customer; ❑ Ventilate treated area 3 hours prior to re-entry.
❑ Do not turn on air circulation system until product has been absorbed by soil.
CianrniA Past Cnntrnl Act WlLflres all Pest Control Comnanias to maintain insurance cnvarana
Sealection® 500 is a two component, open cell, spray applied, semi-rigid polyurethane foam system. This product is a fully water blown foam
system with a low in-place density with excellent adhesion to various substrates and to itself. Seafection 500 incorporates the single phase
solution technology developed by Demilec for excellent shelf life and consistent processing. Sealection 500 complies with the intent of the
International Code Council's residential and commercial building codes for spray polyurethane foam plastic insulation. Sealection 500 has been
approved by the EcoLogo (formerly Environmental Choice) Program of Canada and is an NAHB Green Approved Product. Sealection 500 meets
the USDA guidelines for incidental food contact.
x
Surface Burning Characteristics, 6" thick
ASTM D 1622
Density
Class
tiIN
1 510
ASTM C 518
Aged Thermal Resistance (R -value @ 1 inch)
3.81 ftzh�F/BTU 0.67 Kmz/W
Sealection® 500 is a two component, open cell, spray applied, semi-rigid polyurethane foam system. This product is a fully water blown foam
system with a low in-place density with excellent adhesion to various substrates and to itself. Seafection 500 incorporates the single phase
solution technology developed by Demilec for excellent shelf life and consistent processing. Sealection 500 complies with the intent of the
International Code Council's residential and commercial building codes for spray polyurethane foam plastic insulation. Sealection 500 has been
approved by the EcoLogo (formerly Environmental Choice) Program of Canada and is an NAHB Green Approved Product. Sealection 500 meets
the USDA guidelines for incidental food contact.
x
Surface Burning Characteristics, 6" thick
ASTM D 1622
Density
Class
Smoke Developed
0.45 - 0.5 lb/ft-3 7.2 - 6 kg/m3
ASTM C 518
Aged Thermal Resistance (R -value @ 1 inch)
3.81 ftzh�F/BTU 0.67 Kmz/W
Air Leakage (air impermeable JAW 2006, 2009 & 2012 IRC, iBC & IECC
requirements)
ASTM E 283
Air Permeance @ 75 Pa @ 3.5"
1 L/smz
NFPA 286
Sustained wind load for 60 minutes @ 1000 Pa (90 mph wind)Damage
Gust wind load test @ 3000 Pa (160 mph wind)
Pass
TNo
DamageAir
1 L/sm2ASTM
NFPA 286
Permeance @ 50 Pa @ 3.5°'
E 2178
Air Permeance @ 100 Pa @ 3.5"
3 L/smz
Air Permeance @ 300 Pa @ 3.5"
Compliant with the 2006, 2009 & 2012 IBC for exterior walls of Type I, II, IJl and IV
any height. See ICC -ES ESR 1172, Section 4.6 for sp6cific
0.008 L/smz
Water Vapor Permeance @ 3.5"
Sealection 500 may be left exposed on attic floors up to 14" thick.
Water Vapor Permeance @ 5.5"
6. 33 perms 362 ng/Pa•s•mz
ASTM E96
Water Vapor Permeance @ 7"
4 .3 3 perms 231 1)9/Pa•s•m2
3.17 perms
Water Vapor Permeance @ 10"
Qualifies as a Class 111 vapor retarder at normal installed thicknesses
181 n g/ ap•s•m :
2.20 perms 126 ng/Pa•s•m2
ASTM E 413
Sound Transmission Class (STC) (see website for assembly specs)
49-51
ASTM C 423
Noise Reduction Coefficient (NRC)
1040°F (560°C)
Cream Time
75
CAN/ULC-S774-09
VOC Emissions Standard
24 hr re -occupancy time, 2 hour ventilation
7 seconds
period before PPE is no longer required
ASTM D 1621
Compressive Strength
0 7
ASTM D 1$23
Tensile Strength
psi 4 S kPa
5.6 psi 138.6 kPa
Surface Burning Characteristics, 6" thick
ASTM E 84
Flame Spread Index
Class
Smoke Developed
21
216
Ignition Barrier - Compliant with 2006, 2009 & 2012 IBC and IRC, and ICC -ES AC 377
Appendix X, for use in attics and crawl spaces with:
NFPA 286
Bla7elok m 164 at 3 mils dry film thickness, 5 mils wet film thickness,
or
Andek Ffregard at 10 mils dry film thickness, 16 mifs wet film thickness, or
Pass
No Burn Plus XD at 4 mils dry film thickness
NFPA 286
Thermal Barrier - Compliant with the 2006, 2009 & 2012 IBC and IRC, as an interigd,
without a 15 minute thermal barrier with Blazelok— TBX at 11 mils dry film thicknesPass
NFPA 285
Compliant with the 2006, 2009 & 2012 IBC for exterior walls of Type I, II, IJl and IV
any height. See ICC -ES ESR 1172, Section 4.6 for sp6cific
assembly. Contact the DPass
Engineering Department for assistance with alternate assemblies.
ASTM E 970
Sealection 500 may be left exposed on attic floors up to 14" thick.
Pass
ASTM E 119
Non load-bearing, 1 hour, wall assembly test. See ICC -ES ESR 1172, Section 4.5 for
assembly. Contact the Demilec Engineering Department
for assistance with alternPass
assemblies.
ASTM D 1929
Ignition Properties (spontaneous ignition temperature)
1040°F (560°C)
Cream Time
Gel Time Tack Free Time
End of Rise
1- 2 seconds
3- 4 seconds 6- 7 seconds 6-
7 seconds
i�
LIQUID COMPONENT PROPERTIES*.
PROPERTY A-PMDI ISOCYANATE SEALECTION 500 RESIN
Color Brown Amber
Viscosity @ 77'F (25'C) 180 - 220 cps ISO - 300 cps
Specific Gravity 1.24 1.08-1.12
Shelf Life of unopened drum properly stored 12 months 12 months
Storage Temperature 50 - 100'F (10 - 38'C) 50 - 100'F (10 - 38'C)
Mixing Ratio (volume) 1:1 1:1
*See SDS for more information.
*Foam application temperatures and pressures can vary widely depending on temperature, humidity, elevation, substrate, equipment and other
factors. While processing, the applicator must continuously observe the characteristics of the sprayed foam and adjust processing temperatures
and pressures to maintain proper cell structure, adhesion, cohesion and general foam quality. It is the sole responsibility of the applicator to
process and apply Sealection 500 within specification.
General Requirements: Equipment must be capable of delivering the proper ratio (1:1 by volume) of polymeric isocyanate (PMDI) and polyol
blend at adequate temperatures and spray pressures. Substrate must be at least S degrees above dew point, with best processing results when
ambient humidity is below 80%. Substrate must also be free of moisture (dew or frost), grease, oil, solvents and other materials that would
adversely affect adhesion of the polyurethane foam.
Sealection 500 must be separated from the interior of the building by an approved thermal barrier or an approved finish material equivalent to a
thermal barrier in accordance with applicable codes. Sealection 500 must be sprayed at a minimum thickness of 3" per pass. This product must
not be used when the continuous service temperature of the substrate or foam is below -60'F (-51'C) or above 180'F (82'C). Sealection 500
should not be used in contact with bulk water, below grade or to cover flexible ductwork.
Disclaimer: The information herein is to assist customers in determining whether our products are suitable for their applications. We request
that customers inspect and test our products before use and satisfy themselves as to contents and suitability. Nothing herein shall constitute a
warranty, expressed or implied, including any warranty of merchantability or fitness, nor is protection from any law or patent inferred. All patent
rights are reserved. The foam product is combustible and must be protected in accordance with applicable codes. Protect from direct flame and
spark contact, around hot work for example. The exclusive remedy for all proven claims is replacement of our materials.
�agui�oiH�NAHE
_ 2`.iadz
4� Cp
V G F--�S -7j
o Y..
Y 1
C US
N � ^
7 O
fMBEAPPPOVED*an si
Initial Recirculating Setpoint Temperature
90 - 100'F
32 - 381C
initial Primary Heater Setpoint Temperature
130'F
54'C
Initial Hose Heat Setpoint Temperature
130'F
54'C
Initial Processing Setpoint Temperature
1200 psi
8274 kPa
Substrate & Ambient Temperature
> 231F
> -51C
Moisture Content of Substrate
:519%
< 19%
Moisture Content of Concrete
Concrete must be cured, dry and free of dust and form release agents.
*Foam application temperatures and pressures can vary widely depending on temperature, humidity, elevation, substrate, equipment and other
factors. While processing, the applicator must continuously observe the characteristics of the sprayed foam and adjust processing temperatures
and pressures to maintain proper cell structure, adhesion, cohesion and general foam quality. It is the sole responsibility of the applicator to
process and apply Sealection 500 within specification.
General Requirements: Equipment must be capable of delivering the proper ratio (1:1 by volume) of polymeric isocyanate (PMDI) and polyol
blend at adequate temperatures and spray pressures. Substrate must be at least S degrees above dew point, with best processing results when
ambient humidity is below 80%. Substrate must also be free of moisture (dew or frost), grease, oil, solvents and other materials that would
adversely affect adhesion of the polyurethane foam.
Sealection 500 must be separated from the interior of the building by an approved thermal barrier or an approved finish material equivalent to a
thermal barrier in accordance with applicable codes. Sealection 500 must be sprayed at a minimum thickness of 3" per pass. This product must
not be used when the continuous service temperature of the substrate or foam is below -60'F (-51'C) or above 180'F (82'C). Sealection 500
should not be used in contact with bulk water, below grade or to cover flexible ductwork.
Disclaimer: The information herein is to assist customers in determining whether our products are suitable for their applications. We request
that customers inspect and test our products before use and satisfy themselves as to contents and suitability. Nothing herein shall constitute a
warranty, expressed or implied, including any warranty of merchantability or fitness, nor is protection from any law or patent inferred. All patent
rights are reserved. The foam product is combustible and must be protected in accordance with applicable codes. Protect from direct flame and
spark contact, around hot work for example. The exclusive remedy for all proven claims is replacement of our materials.
�agui�oiH�NAHE
_ 2`.iadz
4� Cp
V G F--�S -7j
o Y..
Y 1
C US
N � ^
7 O
fMBEAPPPOVED*an si
Georgia Residential Energy Code Compliance Certificate*
Builder/Design
Professional: Ce-1,S%� // Ott e 15 Phone:
Envelope Summary:
List the R -Value for the following components:
U - 789 0/,e -7
Flat ceiling/roof: j&-jcf Sloped/vault ceiling:
Exterior wall: A295 Above grade mass wall:
Attic kneewall: Attic kneewall sheathing: .-
Basement stud wall: Basement continuous: leldq
Crawlspace stud wall: Crawispace continuous:
Foundation slab: Floors over unconditioned space:
Cantilevered Floor: AME Other insulation:
• Fenestration Components:
Window U -factor: 3A Window SHGC:
Skylight U -factor: &A Skylight SHGC:
Glazed Door U -factor: 36 Opaque Door U -factor:
(<50% glazed) sc�
•
Building Envelope Tightness (BET): d) < t cl'�1
5 r4��w S
BET test conducted by: S Phone:
Fan Flow at 50 Pascals= 2 `f CFM50 Total Conditioned Volume = /U) 33 ft3
ACHso = CFM50 x 60 / Volume= l+ -3 ACH5o (must be fess than 7 ACHso }
Low Rise Multifamily Visual Inspection Option
(The visual inspection option may be conducted by a third -party instead of the BET test for R-2 buildings only.)
Visual inspection conducted by: Phone:
Mechanical Summary:
Water Heater Energy Factor:JU
Ef Fuel type: ❑ Gas/Electric E]Other
Number of Heating and Cooling Systems:_
Heating System Type (choose one):
❑ Gas: AFUE Air -Source Heat Pump: HSPF
❑ Other: fficiency: LJ '41 Ir
Cooling System Type (Standard D> , Heat Pump, Geother al, etc.):
Cooling System Efficiency: EErSEER ❑ EER �Oth
Heating/Cooling Load Calculations Performed by: Phone:
Total Heating Load (Based on ACCA Man. J or other approved methodology): Btu/h
Total Cooling Load (Based on ACCA Man. J or other approved methodology): Btu/h
Cooling Sensible Load: Btu/h Cooling Latent Load : Btu/h
Total Air Handler CFM (based on design calculations): CFM
Duct Tightness Test Conducted by: Phone:
CFM25 per 100 ft2 of conditioned floor area = CFM25 x 100 / Conditioned floor area served
If all ducts are not located within conditioned space, builder must verify that either the postconstruction duct leakage to outdoors
(PCO) is 5 8 cfm/100 W, the post construction total duct leakage (PCT) is 5 12 cfm/100 ft2, or the rough -in test (RIT) with air
handler installed is 5 6 cfm/100 ft2. State which method was used to conduct the duct tightness test:
duct blower (DB), modified blower door subtraction method (MBDS), or automated multipoint blower door (AMBD).
*Note: This permanent certificate shall be posted on or in the electrical distribution panel. Certificate
shall be completed by the builder or registered design professional. Where there is more than one
value for each component, certificate shall list the value covering the largest area.
j NONCONVERSION AGRFEM ENT
FOR STRUCTURES IN THE'FLOODPLAIN
Building jPermit Number 0 qt s,
l�
Address of Property
PIN— �C�it<(rp — ��- G3,2_
FIRM Zone BFE feet (NAVD) Panel Number 13 051
a j { ,effective date 2o2�n / ��
Property Owner(s) dC t= ` -VVI M C( ��Y] 4 `}� Contractor
In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the
following:
1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the
building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention
Ordinance in effect at the time of conversion.
2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood -resistant
materials.
3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation.
4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the
automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below
flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above
grade. If located in a V -zone, breakaway walls are required.
5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood
Insurance`Program due to its location in a Special Flood Hazard Area.
6. That any variation in construction beyond what is permitted shall constitute a violation and be abatable as such.
4u�� L51— ze/a//7
Signature of P operty Owner Date
Printed Name of Property Owner
Signature of Property Owner Date
Printed Name of Property Owner
STATE OF GEORGIA
COUNTY OF CHATHAM 14
I hereby certify that on this c>e day of , 2011 , before me, a Notary Public of the State of Georgia,
personally appeared 'FZ�Vh m y) F..} -A , known to me, or satisfactorily proven to be
the person whose name is subscri d to the foregoing instrument, who acknowledged that he/she has executed it for the purposes
therein set forth, and that it is his act and deed.
In witness whereof, I have set my/hand and Notarial Seal.
NOT
My Commission expires on
WITNESS SIGNATURE
Printed NameU U V�
kddress111111 IVA0
Vote: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built ar substantially unproved witinun
lie 100 -year Floodplain below the Base Flood .Elevation. A Nonconversion Agreement rnnust satisfy all of the above conditions and requires proper.
ecordation in the land records of Chatham County, Georgia.
ABOVE SPACE FOR RECORDING INFORMATION ONLY
Prepared by:
'C'UHAN
FALLI ANT
I ATTORNEYSA COUNsECORS AT LAW
447 Bull Street
Savannah, Georgia 31401
ATTN: Harris G. Martin
(912) 644-5744
File No.: 20153-090
DRAINAGE EASEMENT
TVIS DRAINAGE EASEMENT (the "Agreement") is made this Z day of
A,,,0L
5 , 2016, by and between JAMES SINCLAIR (hereinafter referred to as
"Sint air"), TODD SMITH and TAMMY SMITH (hereinafter referred to as the "Smiths"),
and MELISSA P. SWANSON (hereinafter referred to as "Swanson") (collectively referred to
as (the "Grantors") and THE CITY OF TYBEE ISLAND, GEORGIA (hereinafter referred
to as the "City").
WITNESSETH:
WHEREAS, Sinclair owns fee simple title to that tract of land lying and being in
Chatham County, Georgia, known as Lot 32-A, Horse Pen Hammock, as shown on that plat
entitled "Lot 32, Horse Pen Hammock, Tybee Island, Chatham County, Georgia," prepared
by James Whitley Reynolds, G.R.L.S. No. 2249, revised August 20, 2013, and recorded in
Plat Book 50, page 15, Chatham County, Georgia, records, said plat being incorporated herein
and made a part hereof by this reference (hereinafter, the "Sinclair Property"); and
WHEREAS, Sinclair desires to grant a drainage easement over a portion of the Sinclair
Property, said property being the southern five feet of the Sinclair Property and running
parallel to the southern boundary line of the Sinclair Property (the "Sinclair Easement Area");
and
WHEREAS, the Smiths own fee simple title to that tract of land lying and being in
Chatham County, Georgia, known as Lot 32-B, Horse Pen Hammock, as shown on that plat
entitled "Lot 32, Horse Pen Hammock, Tybee Island, Chatham County, Georgia," prepared
by James Whitley Reynolds, G.R.L.S. No. 2249, revised August 20, 2013, and recorded in
Plat Book 50, page 15, Chatham County, Georgia, records, said plat being incorporated herein
and made a part hereof by this reference (hereinafter, the "Smith Property"); and
WHEREAS, the Smiths desire to grant an easement over a portion of the Smith
Property, said property being the southern five feet of the Smith Property and running parallel
to the southern boundary line of the Smith Property (the "Smith Easement Area"); and
WHEREAS, Swanson owns fee simple title to that tract of land lying and being in
Chatham County, Georgia, known as Lot 33, Horse Pen Hammock, as shown on that plat
entitled "Plan of 69 Lots in the Northern Part of Horse Pen Hammock in Fort Ward in the
Town of Savannah Beach on Tybee Island," prepared by [illegible], G.R.L.S. No. 477, dated
March 2, 1946 and recorded in Plat Record Book C, Folio 28, Chatham County, Georgia
records, said plat being incorporated herein and made a part hereof by this reference
(hereinafter, the "Swanson Property"); and
WHEREAS, Swanson desires to grant an easement over a portion of the Swanson
Property, said property being the northern five feet of the Swanson Property and running
parallel to the northern boundary line of the Swanson Property (the "Swanson Easement
Area") (the Sinclair Easement Area, Smith Easement Area, and Swanson Easement Area are
sometimes collectively referred to as the "Easement Areas");
FOR AND IN CONSIDERATION of TEN DOLLARS ($10.00), and other
agreements created hereby, and for other good and valuable consideration, the receipt and
sufficiency of which are hereby acknowledged, the parties hereto hereby agree as follows:
1. Sinclair hereby conveys to the City a non-exclusive, perpetual easement, right and
privilege over and across the Sinclair Easement Area for the purpose of draining stormwater
runoff through the Sinclair Easement Area, together with a reasonable right of access over and
across the Sinclair Easement Area for access, ingress and egress for repair and maintenance
purposes. The City shall not have any right to construct any underground facilities, including
but not limited to any drainage pipes or conduits, within the Sinclair Easement Area.
2. The Smiths hereby convey to the City a non-exclusive, perpetual easement, right and
privilege over and across the Smith Easement Area for the purpose of draining stormwater
runoff through the Smith Easement Area, together with a reasonable right of access over and
across the Smith Easement Area for access, ingress and egress for repair and maintenance
purposes. The City shall not have any right to construct any underground facilities, including
but not limited to any drainage pipes or conduits, within the Smith Easement Area.
0)
3. Swanson hereby conveys to _ the City a non-exclusive, perpetual easement, right and
privilege over and across the Swanson Easement Area for the purpose of draining stormwater
runoff through the Swanson Easement Area, together with a reasonable right of access over
and across the Swanson Easement Area for access, ingress and egress for repair and
maintenance purposes. The City shall not have any right to construct any underground
facilities, including but not limited to any drainage pipes or conduits, within the Swanson
Easement Area.
4. Sinclair, the Smiths, and Swanson shall maintain their respective Easement Areas in
good operating order and repair, at their sole cost and expense. Notwithstanding the foregoing,
in the event that the City causes damage to any of the Easement Areas, the City shall restore
the Easement Areas to the condition that existed immediately prior to such action by the City,
except to the extent that the Easement Areas. have been maintained or improved as a result of
such action.
5. In the event any party hereto performs work, including repairs and maintenance, on the
Easement Areas pursuant to the terms of this Agreement (the "Work"):
(i) The Work shall be performed in such a manner so as not to unreasonably
interfere with the use or operation of the Easement Areas, including,
without limitation, any interruption to any utility service to any
improvements constructed thereon;
(ii) Upon the completion of any Work, the Easement Areas shall be restored
to the condition which existed immediately prior to such Work, except to
the extent that the Easement Areas have been maintained or improved as
a result of such Work;
(iii) All necessary licenses and permits required for any Work shall be
obtained, and all Work shall be done and all improvements constructed
in a good and workmanlike manner and shall be free and clear of all
liens of contractors, subcontractors, laborers and materialmen and all
other liens;
(iv) All Work shall be performed and all improvements constructed in
accordance with all laws, ordinances, codes, rules and regulations of all
governmental authorities having jurisdiction over such Work.
6. Miscellaneous. Each party hereto shall use and enjoy all easements created hereunder
and benefitting said party in such a manner so as not to unreasonably interfere with the other
party's use, enjoyment and development of the Easement Areas. This Agreement shall bind
and inure to the benefit of the parties hereto and their respective legal representatives,
successors, heirs, grantees and assigns. This Agreement constitutes the entire agreement
between the parties with respect to the subject matter hereof. The parties hereto shall not be
3
entitled to rely upon any statement, promise or representation not herein expressed, and this
Agreement shall not be modified or altered in any respect except by a writing executed by all
parties hereto. This Agreement shall be governed by and construed under the laws of the State
of Georgia. Time is of the essence of this Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement under seal the
day and year written above
Signed, sealed and de ' ered
in the prese e of:
Unofficial Witness
Lary is
LISA L, SCKW
- NOTARY PUBLIC, C"KfHAM
R L 2 2a1901A
My Commission Expire y COMMISSION EXP RES AP
(SEAL)
[NOTARIAL SEAL] Mme S' e air
Signed, sealed ar,
in the presence 91.
Unofficial Witness
otary is
LISA L. SCHAAF
NOTARY PUBLIC, CHATHAM COUNTY, GEORGI (SEAL)
My Commission Expires:, C. -N EXPIRES: APRIL 2,
Smith
[NOTARIAL SEAL]
4
Signed, sealed and delivered
in the presence of: (SEAL)
Tammy Smith
Unofficial Witness
axy f tilc .
NOTARY PUBLIC ISA L. SCHAAF
N
_- 1�vly Cox, rnis54 n.- pires: , CHATHAM COUNTY' GEORGIA
IGfISSION EXPIRES: APRIL 2, 2019
eNOT RI �L�SEAL]
Signed, sealed and delivered
in the presence of:
(SEAL)
Unofficial Witness Meliss . Swanson
Pub
it yiAi�o�_Co-wu ssio xNOTARYPueLlccmAcNTY
GEORGIA
MISSION EXPIRES: APRIL Z 2019
i
Signed, seated and de ' er
in the presence of:
Un ficial ` ness
-Notary Pu tic
11
The City(of Tybee Island, Georgia
Its:
Attest:
Its:
SA L. SCHAMF
My Comnussion Expir
��ryg��IATHAM COl1MY, GEORGIA
[NOTARIAL SEAL] MY COMMISSION EXPIRES: APRIL 2, 2019
rc mn i'.w IR�GO°r°x `u
x�rriu ww..m
FaN nfr•NeT mal m
L::e..,omHaromm"`+Km :`.aw�`A'I R.n�ax,
_ em.wxaam �s+aan,Imloi.�
[�xwrl.Ns.oN vc Nx �i�.ax ru.a +u
axxr IIe�
:$ --- - --- --
sS�'A' DETAIL
xxAa� �
y"W�A �,'B' DETMC
[1NLRN aAl01NG IrvrOIUM ION NOtCS:
1—
01
%-- L ,Hxv rt
FFLN4D ealtaiuGHNtlnCa ROORrLNAigxa Aa TO ae Xi Nr[Raw
rlOaalryaYrrAT ANB A9 rnR THC CItt dr I1BFC�Wia, G[Cr.GIa OFDIIIANCCa.
CONTDURS +- - -
rtAq,RyAm
EAVIX6IaKmw
z. rRorosw aRwxrs Lae rD Be wrranFo c++rRRa aR rolwvAllrnls
FLOW
--
ARROWS
wncn WILT sArprrreNA FrcxanDN Axo rewmxe EEWIaNrx3 As xeo,s
ren wrlo aaxv ans.
TOP of
PLANING
SLAB
ri'S
SPECIAL AVERAGEGRADE NOTES:
����-.
- TILE AVERAGE GRADE TO BE USED AS A B SC CLEVATZ TO ser DIC
BUDDING HEIGHT IS TO & OBTIYI[D FROM THE TYBCC ISW1D PV WMNG
1
AND ZONIHG DEPARTMeNr,
_
�'"°°`F' • .R.Iti
HOOF PLAN
O mim PART G THE BURRING.
2. THC M05T OVTSIVC PART OF RIC BUILDING INCLUDES ASL 511HNG.
sHUUCR5. GVTf[R5, DOWNSPOVIS. DOWRa`FVT BOOM, TRIM WT)Ff Or
ANY KIND ORT OF ODVWNG OR ACSTETIC PMS OF THC NA.DING,
3, CONTR-TOK IS TO COORgNATL WNnMG xarrl THC O+xNCR MD
ARCf11TCGT TO MARE 5M THAT NO PART Or Tre BUILDING. V TH TMe
D=FTION OF Mt McRHAMG. FROTRUDES OUTSOE OF THE BUILONG
SET BACK UNC VCRTICAI.IY FROM THE GROUND UNC TO THC BOTTOM Or
THEROOF oV IkNG. GUITER 5nTeM Ij TO BE DD
INCLED A5 FART d
THE ALLOWED OVGRHANG.
A. COII5AT YHE UICEC rLAFIMNG AND YOIBNG OFPkRTMCUT POR BUEDNG
SET BACK UNC RpOUIR[MPNTs If A MUCK SYSTEM IS UnWEV AND rOR
OOWNSPOUT5, DOW'N5FMT BOOT5, FRt[PLACES. ELEVATOR 5HAFT5,
ROOr DOCKS, STAIR9 AND AC OOMPRE55DR5,
5, CON5ULT THE TTSEC PiANNING, AND ZONING DCrAATMeNr FOR 9URDING
SET BACK ME kCOVIREGENT5 IF A SPRCID FOOTING 15 U5CD.
G. CERDFICATE OF OOCUPANC WILL NOT BE GRMTRD If ANY FART Or TH[
BVRDRTG DINCWpNG 5036. SHUTTERS, MUM. DOwNSI 15,
DOWNVOUt 150015. TRIM, WATERTAHLC OR ANY AEBT[CTIC WDM
ETC) OOEND5 OVCK THE BLNLDIMG SCT BACK ME IMTHOIIT A VAPOW-F,
LEGEND
lTEN Emswm
PROPOSED
TWO
! 3
CONTDURS +- - -
—12—
ORAWAGE
FLOW
--
ARROWS
TOP of
PLANING
SLAB
ri'S
MONr.Lwit o+iWl O1nCR RNUIR2DumrtIL�Gs�urrn�e�4
MrRgRwf DIRIM Af1NO6.
E CONTFK20RU RSSW 11 E FOR tOG4nNG AN CkSrIxG
urea rRURro CCrAwplOxc w eoNsrRw.T�ox,u,T.mn
Artl FOR AvaMIGCGNRIRw+e, YN:. nur nNAAGCio
w3nNG UrYlR9 MALL ar urAaa At InF G'F[x5e O me
WIIUaralt
WE 111
3. COHNVSrpR 15 Tf1 CaanduAR Au aLMaLINpI W¢eA vnrn
+ncoWIRR Au �mAs xo++o er unac..cro oP Glvcx ro ne
oxmeewu nrcwne mE rRweu+' aF TnF wMR.cIOR
A aNwv[ALL UINCRGImUw urulRsw+roualnom_
DD NOI NSWaDN VTINiI[! IN MCR
S, axO2 NETR¢5 A9 xrCC9` FOR rpyrDSpp
CONSrRUGnwI.
e. rRevexrrwnAce ro unnxa Furs rmna rov
A ran roar wca
TEAxrc rule Rwln.orwAYNorra. ,
t. ALL Raw305:NG5, velpDRy AM RC. Aa To K
CODro:IxAlrn wRn THC rmw TYCCe 15 VAo. GLOFLIA
FFRsoFNa
: urrArouu xreelmxr ruwna ro*ceovrAlav
cr�Al.Fvar vnin xi�ucFnawro ArlevR caurexauon
sanuL CDNSTRNEIGx xoR:
r Tu enlimneTex rxoAs eR ewx awsaxun ne oafelm ro nave NNww
Iw w erm� oocurAlx,Y oR coNrucr w nR rLANs, srrcl.rwrRasoR
mxsrwnlox s+wnG.No rvnr H FRoluv.ruoRTc
ovxsTalawN, Ne snw.xm ar nmlm ro vurcrvsAalwl roR urcWwxaL
oaxNsr RRVRIBD w mA roc WgRK Reouuo ro u arolnRuerro arHlx w
!W [RROR allCRO'ANC aRGGNNR.
aaur: I' � IO
• I5'
LTxr,WaoNUNRvr
C-2
-6-
r� LOT 32—A
r �---------------
LOT
—'—LOT
I �I~IR ~ �rjRnl�r�— ~rr11
2t
r..t yf.r�me� ro..<Iz.+ern max..
. a..w onaw.Mii6Kiw-�pl.n�4
,c�ae..�xra.ne: ew.x
eis�wm"e:T"r.'"`erf1'•'�•'•aew�cew.R:,•o,rw
"".vrw , we a,s"�clm�ia ru
PROPOSED SITE PLAN
3
alCMtweWwrxrGlt,Arn>x xOres
: rravxo eNACRwrwmNrp nope �Anaq Mxloascr AsrurLNA
noon aucrwra xm roraAu,Lc rlsE muo, cacRcn ocxwc[a
]. ROIOa[pdApixGS AAL,O EC SLv10C1� GI rR>L• OR fW WrJgx1
�r?2[':Sp+iO aOiAx:v6lRhAnCu "ie ION2 r1Nir[Iru1545 wfu As
�i
•tenor ����_
SMAIE •A• phut
gt —3-11 T�=-----
P4,6;0,ws
ROOF PLAN
2. TNC r.WS1 0U15= 1N 1 Of 1!r eMMG anU A LSIOw .
aPWrtC(t4, cUIST3t5, GCVm5POU15. W Wx! Wr EOOT5, 1rN.l N9Pf.Or
MY WNO OR Irr! Of CO+LnxG OF AGlary rM.T ar 111[ OIJIIpNf..
3. [ONTRAtTOCIS rO toOROufAT1 OUILpING W11X IxC OINTCRAxG
ASRe-R GrOr TAHIALEC SURE TriAr RN0O1rApiJa1RryC5p0pl 0,"LVp(IU eO1N
5R C; xWCTrGy r
regA M[ fJCAUA] UAt 10 THC wrrGM Or
llx epor ovtw,ANG. GurrLe 5vsrer.T rs ro a wewpLa e5 rMer or
Ixe ALLaRco a2a+r+IG.
4, COx T TNC mtt PLN . MO 20MNG OClATR , roe 0.-
5C1aA Uxp STOUIxCMG11s r A GU mSr MA 6 UTWLD My Pox
oOU 66=5, OOwx5P0UT COOK netrW25, -I'M S.
wo, xaC , grNIV' ANO AC COUP➢1y9pP,5.
5. Cote tT NL TYOLl:1'IMNe[G Ar1D TOlAxG OVPRTMlM CWLpI1nUNG
50 BACA LWC PLOUIRCMCMS IPA SPCEAO 100— 5 U5 O.
G. tune Tear occurAY,Y N' ILL xor w rm"to r r,Nr r/ orrnl'
0—n Iwa—c vv,I , SNURm5, clam S, pOWNS 15,
pDANSPOUr pO .1WM,w CR rMtc oft PLAYn15WICWOPr.
UC.1 IXTENpS ONfe Tr MLOrNG SCT UAf.. LILAC —OM A VADJ .
ECFAp
+TEM EpS PRO'tl5E0
TOM
CORTQMS—i3—
ORAwAGE
FLOW __
AFROWS
TOP Or
PM!l+xG T?
AAB
to xum�.�in�a ,.r�crrtts:o eatw,
rVA11urL
T�AxxOA�tp6rr!]5,+c.rrwra i¢pp,PAGp
a unvalna mlmH acnr�o rP.aitocamrl":n
..PRor,:l„Lx.Wn.epnra.
unQaemlxxdsuxL 1pLIWTNG ru Omfr,G
�Jeu R9Oelpt ip[G.r4.L.F pr fArGleYPim:.ClmlcS
roeAw�oercamxcrwinwrc. xnpxA.a ro
iPy11NG xfmWa anal arWNap t, ,KvrtrCC rY Irt
CWI14GIo0.
3 1pltL{f0.tG t0coprceulL.aa'IblmdlvRb. w,n
W xp. AaVLtOx UNYaa RrrIAGt'
ouii�m �rvLs u vmsNt�
c. rrr�prt WUK[ r4 W S,NIc In
. I,en rp u P.cMG.Yp
anew mTlnTwcbNxac
SPECIAL AV ERAGE GRADE NOTES
I. ML'AVPRAGC
S GRMCTO Cl uT I.5ApA5C ELCv,51WH T65EYTryE �`N'�”" ""'' rmL vA3 tR�xl atso-umtrpc VfrCrmttTr.wrxroul '�
LFO0. 5�[PLr"mroRCpulci.: Crt"1a-SrtBrmwuda prt �_^
plxL01NG 1rIGnT I 10 qC WT_. ROM MCIypLL „RJLrAI rtAWIxG w.n". wlr —•.-�. CWS1Puagn S,Psns"n rxt5 r0 RvgU�nleawtrWC+,p L
M1020NING OPPARTUCM. �. ��r. I�r p.almKnpa, ntwwtxprNpalpLxlo ' �NarNGIrJRxrv�i(pR srN[
no'..Ix nmwALo m,.JraewA aw,rm acarolelntvorcu.sc ar
ascur.x�cxco�run.
*l LOT l J
Irr
Ik
------------
I rnv I -w5 ��
wl �-� ILKA'D eN�XR' � ri
-IN_� r
uSNMM • I E
LOT 32-8 1r I
f al's J.T�~�� ¢I
� ~ •J rr r I 0 r
D.
-- '• yCi � .�s,� � � 1 rtd' it
PROPOSEO SITE PLAN
r.. 4s sVrow o rY � q
>� M � INN: weal umre en r.
.KX Rn4m.6 n4Pu m
S RuxwrwariewMaenv.-m
j�1r,�A�b' Dann
' Il
11
ROOF PLAN
2. TnE7"Rbp IlOt PARTwI DUn01nGINmDOKL$IDxrG.
SHUTTw GU or coP p g115. DOV.f:xlrr i cr TR6AYrOW:O/
ANr IaNO UR rn•L Dr Gp�cNNG pn aSrnlcrwtl Dr me OLnlpnrc.
3. EWWOR 1510 COO—ATE W1101G nIIII ML' Oh KMP
ARCr4ICCf Tp AVJ,C WRC mIAT NO PART Of ln[ WAOIIIO. XrIM ln[
CYCM , Of VE O4lRTUN6, vRUt R1AlY_i p UM TOT 1H! WtOM
SCT Roo UNC YLRTIC. FROM IHC GRDUnD UNL r0 TN[ DORON O'
III, ROOTOV oW ,.i.URL'u SYSYftJIS TO DC IN[IUDfD A5 YAkra
IHL w.OVKp OVOSIANG.
4.CUVSULT TDY TYIItt ft"ING AND WNNG CVA 911T POk VALOING
5[T CACC VUC RCOUIkON 5 W AGURER SMTW D UrCIIM AND rOk
OOWN.SPUIrrS, DD4A15POVY 600151 fIR[M ,tlNAlpR 51w 5.
ROOF DtaJ. 5TAR[5 AND AC WLWRl5DOR5.
5. CONSULT THc ME! r1AHNXWG AND SOIrNG DC M%IENT rM wt -
5M DAO: tM RDOIIIUu 5 W A 5rn[M r3O11NG 5 U5CD.
G. C[Rne(CAV Of OCCUPANCY EALL tIOT DC GNANICD P pry YAR: oe TK
DIYLDw IMCI.VDING HONG, 5nUnVL, GURCR5, D0O 5rOUTS.
DOW,INOIrtD T5, TRIM, -Il TWIG UR ANY AL5rCC11C WORT
rrC.1 P] aW OVER TTC MLDING St r Ma.. -C -WT VM-O!
Eta40
C
IN. EATSDND
PIrOPO5E0
TWO
1].5
CQVTOURS -�- -
-
DFAwAGE
m ewtlnwn4e5rRUnoOrt Anpr6 AS TO LtSRNPtltrp4
RDOG SILor....X wmNru ri%[iho<r'cet
PLOW
ANNOMS
7CP OF
I. NI rD.OmgOD5ML5, 0.v10UR5,NDRC rRT Ia�
~K
WC
M
].
:FIq
6nfXACIDr,Id Tp W[nP4rCP[uXN diuUclDi;�. CULR+r.V.
rrrrd'MR YnuD'.vbW C+
Ixirs�No+triow Ii�,�.slc:Facu�xuirixl,ox rm3.ar,�Ic
�W lOA.WpeXW CDIYUCr wrn S,Nt.NxDAwL[ ID
cn50nXRPe PR Irc55rWLPC RNNNDAI In[ uRII: Cn' IK
] Cp41rKIGt210[WID.r4,1C wa0L4pmglY.ap,xnn
IK.Tur[A Nt nL,r�nG1 rD N'12WCAIfOtadn[x TP m[
W rvUr NNM'J011 UfWIItSXI S
s efuWC w[ rlRf±. Ay le¢SSM
r, gtvrul ONUGt ip WCr4�c TanxntR rpSiJw'
o�A
III
e:ICN4aeVi01lot Anpx rwNS.
[mm4.rt
rAw NRas rrr.rnroxs re
Iw acnr.w.w..nxs
t
1P.M rO ee r.[uM[d
�
EnNRXDDI ID
m ewtlnwn4e5rRUnoOrt Anpr6 AS TO LtSRNPtltrp4
RDOG SILor....X wmNru ri%[iho<r'cet
I. NI rD.OmgOD5ML5, 0.v10UR5,NDRC rRT Ia�
el,l�p, GrOrdV. D[cu,4[c5
R.IsbpXCp ppp4(r5 AIC 10 tt—.DDGU InAC ORrOweugxX
vnlNn ur4 w6rcrwA[Le.Arc4 AXD mxenawrNexlX A-..nt[Is
Ix niRbhp hXR,sruN,Rm ,
J]I 4
r wnAw.H xtce.au•.v wuyraa5TNK0
wrA�'^
r mow.
I-es,5„�oe[owcwr.rs
rX[u u,cur•w nett r�Alm nL'arr6raweu¢worr
M nlr �xORSwIxu4NCrt-0rAv,
ow.r, Iw
"""
�1trc
SPECIAL AVERAGE GRADE NOTES:
^w_
1
01uv,wc NdudP
OxA [prx6rcl,Px x01[:
1. YHC AVERrIGCGR+O5 T06E USlD 154pA5l EAEVATIpl 10 SEf int
WNDwG npGRT U l0 p[ 06TAML0 rRpN STI[ iYD![ rV. IxG
AND 20xNPG OCPARINCNr.
s'�'"'�n"r"'�""''
[`"'ter• r' �r •
��•r"`r1^`
rmc COlmA[TckwtNr3OX WI n¢ c[6rcntp fO wlrtyAvr+4
tr wl:pari O15ourwcroxcautK* r T yx�Snr� ,0:6 u
Cb6;wLl10x $IYJNt.wO W V r6 prdni
Cqe PUCxDx, of XruILLIIMel6111
C-�iG
- ����w~~ .,.Nrf'�
�O�OVR16.VbxrOlwNv,Orxo4
[>TIBtwNJtO b�nv. rtK.up44[P PXc 2<Or?rlixlrR D[[N�xw
u4mR b5[PLrw4Y Ok cwNtr,
t .TRiipt
�F3��
I'
-�G.xrrnl
L
M �e.a�vl rmlemrr r..-
.u�rw`L'n e"ta�0c:r�w;am`r`a'oeru�. u•
w�iWex,nu�uO.rt : aWxr
�W�sr �it�<WmrmsinYtt M.K F4t et �t•aaDfy
rwr,..tu tc nu.ro..,,•
w. r lu�.ro, xr�rR.
PROPOSED SITE PLAN
!i
I
Wo
�
—rz—
i,•
1__
iLOM
AJUIDNS
�_
TOP Or
PAANMG
r �
SY�h
�'a' OEINI
t
L
M �e.a�vl rmlemrr r..-
.u�rw`L'n e"ta�0c:r�w;am`r`a'oeru�. u•
w�iWex,nu�uO.rt : aWxr
�W�sr �it�<WmrmsinYtt M.K F4t et �t•aaDfy
rwr,..tu tc nu.ro..,,•
w. r lu�.ro, xr�rR.
PROPOSED SITE PLAN
!i
ROOF PLAN
a, 1nC IAOSr punC , Go OrrnC S. DO WCLU ALL j W VO",
SLwrrerR9, eGncks, DowRsrDlns. DGMwsrur Laors. IVMA vDr , Dr
ww IJUD Ot MC Or CovtKHL OR ACSICIfG r+N,[°r lel[ OLtlIDIHG.
J. [DAIfNGYOR IS 10 GOoftDllUi[ pUILpHG NTRI 1HL' pMt'4MIp
AtCTt 01 AWS SUMO TIUT HO nVtr Or inC WRdIlG, YArn inC
IXCCR l Or TIICWEknM.•6. PIJU+VWC9GUuTOP c DUll01NG
5CT RAGA VHC—G. 6. PkGIA +nE LTtDICN VAC TO v k,1I n OP
+PIE V OI WCKWIG. uurMM SMrflA 15 rp IY iv'CLVOCu P$ YN(1O/
THE Au°wcD rxecrlAue.
4. CONSULT TRC MICY VINO MIO LONM6 OC mwria rok utwi NG
SCfp .. UNC IS WKDACH15 V A Wnpe 5V MA15%JtULL'G ANO YOM.
DDVALSPO s DDVMSPOVl DOofs. VMINW.C5. IXwAM 5NM15.
PAOI occo, STAB7;r MJo A courxC550t1.
5. R'RNSULT TrL^ TYOCC ILWNOIL An xmO urmrwtr rot DURW+IG
5np LP tcmrklutrif5Rn5]'xrAO rpORNG5 USCD.
''.6. o".. v+ Y5LLHOr . GVANIED Ir Mm PAKr5. Ttl'
pL 5 pNCk M—MG. 'IcR rL5. GVV[rJ,oOLVUScOVrS•
ETC I WN HOOrS. i C.
101.G 5fT 00. UWACExI001 A t Mr.
[TC.I r%fCNDS ONCE 1HC DUISGIHG SE[ tuff. LINCYrOnOVT A VARIANCC.
EM
DFN E"0—
PMOPOSED
Wo
r�
—rz—
i,•
1__
iLOM
AJUIDNS
�_
TOP Or
PAANMG
r �
SY�h
�'a' OEINI
ROOF PLAN
a, 1nC IAOSr punC , Go OrrnC S. DO WCLU ALL j W VO",
SLwrrerR9, eGncks, DowRsrDlns. DGMwsrur Laors. IVMA vDr , Dr
ww IJUD Ot MC Or CovtKHL OR ACSICIfG r+N,[°r lel[ OLtlIDIHG.
J. [DAIfNGYOR IS 10 GOoftDllUi[ pUILpHG NTRI 1HL' pMt'4MIp
AtCTt 01 AWS SUMO TIUT HO nVtr Or inC WRdIlG, YArn inC
IXCCR l Or TIICWEknM.•6. PIJU+VWC9GUuTOP c DUll01NG
5CT RAGA VHC—G. 6. PkGIA +nE LTtDICN VAC TO v k,1I n OP
+PIE V OI WCKWIG. uurMM SMrflA 15 rp IY iv'CLVOCu P$ YN(1O/
THE Au°wcD rxecrlAue.
4. CONSULT TRC MICY VINO MIO LONM6 OC mwria rok utwi NG
SCfp .. UNC IS WKDACH15 V A Wnpe 5V MA15%JtULL'G ANO YOM.
DDVALSPO s DDVMSPOVl DOofs. VMINW.C5. IXwAM 5NM15.
PAOI occo, STAB7;r MJo A courxC550t1.
5. R'RNSULT TrL^ TYOCC ILWNOIL An xmO urmrwtr rot DURW+IG
5np LP tcmrklutrif5Rn5]'xrAO rpORNG5 USCD.
''.6. o".. v+ Y5LLHOr . GVANIED Ir Mm PAKr5. Ttl'
pL 5 pNCk M—MG. 'IcR rL5. GVV[rJ,oOLVUScOVrS•
ETC I WN HOOrS. i C.
101.G 5fT 00. UWACExI001 A t Mr.
[TC.I r%fCNDS ONCE 1HC DUISGIHG SE[ tuff. LINCYrOnOVT A VARIANCC.
EM
DFN E"0—
PMOPOSED
Wo
T
Ia.J
—rz—
A9AKAL2
iLOM
AJUIDNS
�_
TOP Or
PAANMG
r �
Mc+a
rarnAeLw.nnorr�rrm�..�irrouit`m�rxlruanu �Dernrra
MRttNArr NNynrtiu015.
zvnR�r;rxnro°Mro rrn�uK urmia+on nr etn�ira"crfrh+c.
/�NlNRRYdOxK Cdinlcr Wln 5rv[. NUDAwC[ r0
� �VlOmrlul elvLLO[KPxlaD wr(K [xrlY_c L/M
irc�al.x[I�rperaolu°uiu et:nr�mr ro�iiMNRio l.c
drxtA.N L nercve m ncx:r• or r.e mxracre.
W rrOr AONR%NIUf��rthCm µR ID¢NRVIO.
ca s�iw�n o Imp 41lecry].nrroxrrw.axn
:. ravulr oNArGt IDLoSmR rv135MxLK roJ�
. lace rD u eplwrn
uaKLcvumc.MDr„+na.,rna, a rANrKNro nwl.or.,..N. Nwu
r� ymmt5Pt4ruAfLrROnNRL1LVADpq �+DMER Ae rCR rp/w Im Draw NrrlrrDr. wO I<tt�wO�Om xrnSML�.O[rvOVDVS N:p RC .a fOK
n yrtmuui.„DURA I„enrcar mee rx�mu. eecwf.Du:N.,�eee � � r.xecnuw. eeDNm.. ���
z.rwrweoouLu sur to ee eurroRrzoevnw eerdrDrun.0 r_.w�x� e —
MusLLKrvfer+rew.pe.�Arct.uortxx. Tanc ueauurnm, wS v.YHn t xH.NrruNrrcmwrrvur5 uv5raow.+rcv
�:VwmODrf.MLN[5 tlrr+2Rr. mlx pLnrA�-M'�r•SO (prw[NCL4Dlf u.n.t r.�rr rw.
AM+. r M:w Rw
er1CW WrOi.ucxDV M+C:
SPECIAL AVERAGE: GRADE NOTES:
rHC 0.V1'RALC GRADL TO ob
d at
L15COA5 A tlASE EIEYAiICeI l° 5Cf 1HE [Ox+v,CSDRwOA•O ORiM1 rfL'dVdUµL Ipx�tDOr[ i wcmr r«cm.Dt mxw,.,c. oRosrrudm a
IpLnLputG+Ipenr LS T°SrMxeD rkotA mestpa Lwwp nARNwe ��^-'r�_�-• µ �slron,ar 5r.rw,.xDr,ta ro a.DRr ine.Rnrru.R�,e�.o
MID aOIIIrIG OtPARMrr1i. :may �w�� r. wy yx�y.� CpI +RyC1.pM.aynvtrtlrKnrM1ltcO [tlW[�DufM. rtRNa'GA 9CN[�i•
rpi iNMJtOOvral nM ADa: R1dMN Oec m.cOMfNK+[Dac.Wicw
yw uROlL aevDrurrdcearuv, n rls _ ..y
Ill
C-2
4 City of Tybee Island - Community Development Dept. k
Inspection Report p
403 Butler Ave. • P.Q. Box 2749 • Tybee Island, GA 3132E M!M=
F Phone 912.472-5032 • Fax 912.786.9539 INTERNATIMA[
CODE COUNCIL
MEMBER
Permit No. /b r' 5- Date Requested _
Owner's Name ��'1 `� Date Needed
X.
Gen. Contractor �
Subcontractor
Contact Information _ I --� -
Project Addressr
Scope of Work
Inspector Date of Inspection
Inspection Pass
Inspection
Inspection
Inspection
Fail F] Fee
Pass El Fail ❑ Fee
Pass F Fail ❑ Fee
Pass 11Fail
r-1Fee
4-1
` k „ City of Tybee Island • Community Development Dept.
Inspection Report
�� 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328
Phone 912.472-5032 - Fax 912.786.9539
Permit No.
Owner's Name
Gen. Contractor
Contact Information
Project Address
Scope of Work
Inspector
Inspection
Inspection
Inspection
Date Requested
Date Needed
Subcontractor
Date of Inspection
Pass;
Pass ❑
Pass ❑
Fail ❑ Fee
Fail ❑ Fee
Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
MINE,
VL Rhir,TpIAl
CODE COUNCIL
MEMBER
Enter Approval Details
AAARILOyal portal
Home
My Approvals
Add Approval
Search
Manage Defaults
User Profile
Customer Service
FAQs
Contact Us
Learn More
GeorgiaPower.com
Welcome lissrosescheat U
Inspection Agency Information:
TYBEE ISLAND
Enter Approval Details
h ttps://wiringapproval. sou tl1 ern company,cOr"/CreateApproval.asp
Site flap I Horne I Contact Us
User ID: lisaroseschaaf Help I Lag Out
Approval Information Inspector's Notes
Inspection Agency *Select One
Inspector
Date 6/19/2017 3:30:03 PM
PermiVApproval # *
Type * Select Type
Classification Select One
Electrician`Contact
Contact Phone
Wiring Approval Submitted Service Order
Status
Address
Customer Name
Phone Number
Street * Un1VSuite/Lot#
Street Name * Select One
Also Known As
Zip * Select City Select State Select
Submit
V2011 Southern Company. Ptl rights reserved. Privacy statement Terms otuse
Edit
AIr,11n11 1 1 — ^- .
Save & Copy Save Only Print
Wiring
Inspector's
Date Approval
Type Address Note
Number
172 SOUTH
CAMPB .
06/19/2017 180590
Permanent
, G
Tybee Island, GA
31328
Submit
V2011 Southern Company. Ptl rights reserved. Privacy statement Terms otuse
Edit
AIr,11n11 1 1 — ^- .
d } City of Tybee Island - Community Development Dept.
Inspection Report
403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328
4 .,,., Phone 912.472-5032 - Fax 912.786.9539
Permit No.
Owner's Name
Gen. Contractor -F5�
Contact Information
Project Address ?d
Scope of Work
Inspector
Inspection
Date Requested
Date Needed
Subcontractor
Date of Inspection
,Pass. El Fail Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
Ila
VIRIIA-10t4N
CODE COUNCIL
MEMBER
r E City of Tybee Island - Community Development Dept.
` Inspection Report
�. 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328
Phone 912.472-5032 - Fax 912.785.9539
Permit No.
Owner's Name
Gen. Contractor
Contact Information
Project Address
Scope of Work
Inspector
Inspection
Date Requested
Date Needed
Subcontractor
Date of Inspection
Pass o iLN Fee
r til I� o •-4, � t.,�t r S
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
EMU-
INTERNATIM14
CODE COACIL
MEMBER
Permit No.
City of Tybee Island - Community Development Dept.
Inspection Report
403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328
Phone 912.472-5032 - Fax 912.786.9539
Owner's Name
Gen. Contractor
Contact Information
Project Address
Scope of Work
Inspector_
Inspection
Date Requested
Date Needed
Subcontractor
Date of Inspection
bass
Fail 1:1 Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass 11 Fail ❑ Fee
Mir•
INTFRNAT I PdAI
CODE COUNCIL
MEMBER
City of Tybee Island • Community Development Dept.
1 Inspection Report
403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ~EMM
-� Phone 912.472-5032 Fax 912.7S6.9S39
""'' CODE couHci�
MEMBER
Permit No.
Owner's Name
Gen. Contractor
Contact Information
Project Address
Scope of Work
Date Requested
Date Needed
Subcontractor
Inspector Date of Inspection
Inspection 440� T)t-e--'-"+ 1 5 Pass Fail Fee
?-r
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
City of Tybee Island - Community Development Dept.
Inspection Report
403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328
Phone 912.472-5032 - Fax 912.786.9539
Permit No.
Owner's Name
Gen. Contractor
Contact Information
Project Address
Scope of Work
Inspector.
Inspection
Inspection
Inspection
Date Requested
Date Needed
Subcontractor
Date of Inspection
Pass El
Pass ❑
Pass ❑
Fail n Fee
Fail ❑ Fee
Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
s
IhIIEf?NA?IQy,9�
CODE COUNCIL
MEMBER
Permit No.
Owner's Name
Gen. Contractor
City of Tybee Island - Community Development Dept.
Inspection Report
403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328
Phone 912.472-5032 - Fax 912.785.9539
Contact Information
Project Address
Scope of Work
r �7
Inspector
Inspection
Inspection
Date Requested
Date Needed
Subcontractor
ITERNATIMIAJ
CODE COUNCIL
MEMBER
pate of InspectionQ
Pass Fail Fee
iveh,-- 1" iar_s-04
�.
Ord �,-
Inspection
Inspection
Pass Fail❑ Fee
a
Pass ❑ Fail ❑ Fee
Pass ❑ Fail ❑ Fee
City of Tybee Island - Community Development Dept.=��,-
Inspection Report :4
10
403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 =m=*
Phone 912.472-5032 Fax 912JS6.9 INTERtJAT AL
S39 CODE COUNCIL
MEMBER
Permit No.
Owner's Name
Gen. Contractor
Contact Information
Project Address
Scope of Work
Date Requested
Date Needed
Subcontractor
Inspector Date of Inspection
r
Inspection- . Pass Fail Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
City of Tybee Island • Community Development Dept.
Inspection Report
403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328
Phone 912472-5032 • F
,IWHR NA710NA�
. Fax 912.786.9539
CODE COUNCIL
MEMBER
Permit No. Date Requested
Owner's Name Date Needed
Gen. Contractor
Contact Information
Project Address
Scope of Work
Inspector
Inspection
Subcontractor
Date of Inspection
Fail Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
Permit No.
Owner's Name
City of Tybee Island • Community Development Dept.
Inspection Report
403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328
I R NAT IF NAL
Phone 912.472-5032 • Fax 912.786.9539 rOUCOUNCIt
cooE coU�cii
MEMBER
Gen. Contractor
Contact Information
Project Address
Scope of Work
Inspector,
Inspection
i
Inspection
Inspection
Date Requested
Date Needed
Subcontractor
Date of Inspection
Piss11
rUh/
Pass
Fail ❑ Fee
Fail ❑ Fee
Fail 0 Fee
Inspection Pass 11
Fail ❑ Fee
.A.
} City of Tybee Island • Community Development Dept. =�
Inspection Report
403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 3132E -�: G
psi Phone 912.472RAPOJAL
-5032 Fax 912.786.9539 COfJE000NClL
MEMBER
Permit No. Date Requested
Owner's Name Date Needed
Gen. Contractor Subcontractor
Contact Information
Project Address
Scope of Work
Inspector Date of Inspection
ElInspection `' _ Fail F1Fee
"�
V�
Inspection } V
P � � 1S�s Fail ❑ Fee
Inspection
Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
���� C i t y o f T y b e e I s l a n d " C o m m u n i t y D e v e l o p m e n t D e p t .
I n s p e c t i o n R e p o r t
4 0 3 B u t l e r A v e . " P . O . B o x 2 7 4 9 - T y b e e I s l a n d , G A 3 1 3 2 8
��. P h o n e 9 1 2 . 4 7 2 - 5 0 3 2 " F a x 9 1 2 . 7 8 6 . 9 5 3 9
P e r m i t N o .
O w n e r ' s N a m e
G e n . C o n t r a c t o r
C o n t a c t I n f o r m a t i o n
P r o j e c t A d d r e s s
S c o p e o f W o r k
I n s p e c t o r .
I n s p e c t i o n
D a t e R e q u e s t e d
D a t e N e e d e d
S u b c o n t r a c t o r
D a t e o f I n s p e c t i o n
P a s s
, �� e L �� - C ��
F a i l Q' F e e
I n s p e c t i o n P a s s Q' F a i l Q' F e e
I n s p e c t i o n P a s s Q' F a i l Q' F e e
I n s p e c t i o n P a s s Q' F a i l Q' F e e
: _ -
a > a ����
: 3
_ ` M
N T E M A T I O N A L
C O D E C O U N C I L
M E M B E R
Enter Approval Details
WIA Aonroval Portal
Home
My Approvals
Add Approval
Search
Manage Defaults
User Proille
Customer Service
FAQs
Contact Us
Learn More
GeorgiaPower.corn
Welcome lisaroseschaaf u
Inspection Agency information:
TYeEEISLAND
Enter Approval Details
Approval Information
Inspection Agency ' Select One
Inspector Select One
Date 1/5/2017 3:(15:38 PM
PermitlApprovel #
Type • Select Type
Classification Select One
Electrician\Contact
Contact Phone
Wiring Approval
Status Submitted Service Order
https://wiringapproval. south emeompany.com/CreateApproval,aspx
User ID:lisaroseschaaf
Address
Customer Name
Phone Number
Street # UniUSuitelLot#
Street Name Select One
Also Known As
Zip * Select City Select State Select
Wiring
Date Approval
Number
01/05/2017 113040
Woll Soudtem Company All rights reserved. Privacystatement Termsofuse
Save & Copy' Save only Print
Type Address
172 SOUTH
T -Pale CAMPBELL Ave.
Tybee Island, GA
31328
Submit
Inspector's Notes
See Map I Home I Contact W
Help I Log Out
Inspector's
Note
SAW POLE FOR NEW SF
HOME Edit
Df 1 n1 me --. — — -- --
E City of Tybee Island • Community Development Dept.
Inspection Report
403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 a==a
Phone 912.472-5032 • Fax 912.786.9539 CODECOUN�CIL
MEMBER
Permit No.
Owner's Name
Gen. Contractor
Contact Information
Project Address
Scope of Work
Inspector
Inspection
Inspection
Inspection
Date Requested
Date Needed
Subcontractor
Date of Inspection
G
PSS; '
Pass ❑
Pass ❑
Fail n Fee
Fail ❑ Fee
Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
Federal Emergency Management Agency Expiration Date: November 30, 2018
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
SECTION A — PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number.
Todd Smith
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number:
Box No.
172 South Campbell
City State ZIP Code
Tybee Island Georgia 31328
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 32-A, Horse Pen Hammock PIN 4-0016-02-032
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. N 32° 00'2T' Long. W 80° 50' 09' Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 6
AS. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 294 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 3
c) Total net area of flood openings in A8.b 585 sq in
d) Engineered flood openings? ❑ Yes Z No
A9. For a building with an attached garage:
a) Square footage of attached garage 0 sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade _ 0
c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? ❑ Yes ❑x No
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
B3. State
Tybee Island 135164
Chatham
Georgia
B4. Map/Panel
135. Suffix
B6. FIRM Index
B7_ FIRM Panel
B8. Flood Zone(s)
B9. Base Flood Elevation(s)
Number
Date
Effective/
(Zone AO, use Base
Revised Date
Flood Depth)
13051 CO213
F
07/07/2014
09/26/2008
AE
13.0
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9:
❑ FIS Profile x❑ FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source:
1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No
Designation Date: ❑ CBRS ❑ OPA
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6
ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
172 South Campbell
City State ZIP Code Company NAIC Number
Tybee Island Georgia 31328
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* x❑ Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, ARIA, AR/AE, AR/A1—A30, AR/AH, AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters,
Benchmark Utilized: local Vertical Datum: NAVD 1988
Indicate elevation datum used for the elevations in items a) through h) below.
State
Savannah
Georgia
Signator
❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source:
07/06/2017
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor)
6 52
0
feet
❑ meters
b) Top of the next higher floor
16, 16
❑x
feet
❑ meters
c) Bottom of the lowest horizontal structural member (V Zones only)
n/a
❑x
feet
❑ meters
d) Attached garage (top of slab)
n/a
feet
❑ meters
e) Lowest elevation of machinery or equipment servicing the building
15 78
❑X
feet
❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 6-.2 0 feel ❑ meters
g) Highest adjacent (finished) grade next to building (HAG) 6.4 ❑ x feet
❑meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including 6.4 ❑x feet [] meters
structural support
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No ❑ Check here if attachments.
Certifier's Name License Number
J. Whitley Reynolds 2249
Title
Land Surveyor
Comoanv Name
636 Stephenson Avenue, Suite C
City
State
Savannah
Georgia
Signator
Date
07/06/2017
ZIP Code
31405
Telephone
(912) 352-0464
4
&,STR
OZSTE�p� it
z" 41,�PI d� A
a
SHer
Vi
Cgpy all pap of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments (including type of equipment and location, per C2(e), if applicable)
C2.e) is A/C
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of g
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30. 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
172 South Campbell
City State ZIP Code
Company NAIC Number
Tybee Island Georgia 31328
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, Band C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions),
the next higher floor (elevation C2.b in
the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG_
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment
servicing the building is ❑feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or
community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments.
FFMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6
OMB No. 1660-0008
ELEVATION CERTIFICATE Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number;
172 South Campbell
City State ZIP Code
Company NAIC Number
Tybee Island Georgia 31328
SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can Complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement
used in Items G8 --G10. In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,
engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation
data in the Comments area below.)
❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE)
G2
or Zone AO.
G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes.
04. Permit Number
G5. Date Permit Issued
G6. Date Certificate of
Corn pliancelOccupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) El feet El meters Datum
of the building:
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum
G10. Community's design flood elevation: ❑ feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6
BUILDING PHOTOGRAPHS
ELEVATION CERTIFICATE See Instructions for Item A6. OMB No. -0008
Dat
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE CO
Building Street Address (including Apt„ Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No. Policy Number: MPANY USE
172 South Campbell
City State ZIP Code Company LAIC Number
Tybee Island Georgia 31328
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and
"Left Side View-" When applicable, photographs must show the foundation with representative examples of the flood openings or
vents, as indicated in Section A8. If submitting more photographs than will
it on this page, use the Continuation Page-
f fi''f
R
�n
I�
I
Pholo One
Photo One Caption Front view 07/05/2017
[ 11M
Phow Twa
Photo Two Caption Rear View 07/05/2017
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6
BUILDING PHOTOGRAPHS DMB No. 1660-0008
ELEVATION CERTIFICATE Continuation Page Expiration Date. November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANy USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number:
172 South Campbell
City State ZIP Code Company NAIL Number
Tybee island Georgia 31328
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8_
Photo One
Photo One Caption Side View 07!05!2017
i
Photo Two
Photo Two Caption Side View
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6
Building Permit Number 6 0 S - l o
Applicant's Name:Syy-�Owner's Name:
Site Address, Tax#, Parcel#: L -(--DO j �'-6A-6Address:
Telephone: Telephone: YJ
I. All development — Base Flood Elevation Data Provided:
A. The as -built elevation certification from a registered land surveyor or
Professional engineer has been submitted? Y S or NQ
B. The lowest floor elevation is at or above the required lowest floor elevation? YES orNQ
C. Electrical, heating, ventilation, plumbing, air conditioning equipment (including
duct work) and other service facilities are located above BFE or flood proofed?) or NQ
H. Development in Zones A, AE, AI -A30 and AH:
A. Solid foundation perimeter walls located below BFE:
1. There are at least two (2) openings?
dD or
2. Square footage of enclosed area subject to flooding
or NO
3. Square inches of venting required6
YES
4. Square inches per opening (multiply 1 by w)
3;7D
5. Number of required vents (3 above divided by 4 above)
3
6. Foundation contains the minimum number of vents?
� or NO
7, The bottom of each opening is no higher than one (1) foot above grade?
(yo or NO
8. Any cover on openings will permit the automatic flow of floodwaters
In both directions?
k0S OR NO
B. Base flood elevation and/or floodway data not available orAO Zanies:
1. The lowest floor is at least one (1) foot above the highest adjacent grade?
YES
or NO
2. The development meets the setback requirements of the ordinance?
YES
or NO
3. If 2 above was "Po", has a No -Rise Certification been submitted?
YES
or NO
Reviewer's Name: S Date reviewed: '7- A? -17
B. Floodway data is provided.
1. Did this development encroach in the floodway?
YES
or NO
2. Do the actual field conditions meet the proposed actions and technical
date requirements?
YES
or NO
3. If C1 was "yes", has a No -Rise Certification been submitted?
YES
or NO
Reviewer's Name: Date reviewed
III. Development in Zones V, VE and V! -V30, VO (Coastal High Hazard Areas).
A. Development location complies with all coastal setback requirements? YES or NO
B. Structure is securely anchored to pilings or columns and certification by a
Registered, professional architect or engineer has been submitted? YES or NO
Reviewer's Name: Date reviewed:
C. Walls permitted below the base flood elevation consist of decorative lattice work or,
Where permitted, are breakaway and have been certified by a registered, professional
Architect or Engineer? YES or NO
Reviewer's Name: Date reviewed:
Local Administrator's Signature: Date: 2
City of Tybee Island
403 Butler Avenue - P.O. Box 2749 (I 4
Tybee Island, Ga. 31328-2749 \ ��
Jam.
I JJJ LaJT
J
TF j
!41
L
lI.1 L 1 �o ~
r 11 i-( ii 1 RESIDENCE
_m�R l�J� JJy FIN. FLR. ELEV. 14.83
PORCHES 14.5
oy�� �------+�—� BSL -----------. _
�O Gz
'gyp • +~-16°51'0 2~89.fl4'
+��'c�� tx
u
.\ tKr
tK•
01� h Z,O
aJ� 1»0 Ni +-) `�
� r o
t I 6.,
+q'
011 / S 25°46
01�
+q'
011 / S 25°46
F
S. CAMPHEU AVENUE 60' R/W
LOT 33
NEFERENCE: PM C 28
ACCDNDING TO THE F.I.ELM DATED 9/26/DB THIS LOT L4 MIT]@I
FIG00 ZONE AE. NF6 13.0.
TRIS 61RiYEY WAS PREPARED M CONFORIUTY MYTH THE TECRNICAL STANDARDS
N 16.11'24"E 8_0.00'
FOR PROPERTY SURVEYS IN GECHGIA AS SEI' FORTH IN CRAPTER 160-7 OF THE
NN.ES OF THE GEORGIA MARC OF REMETRATION FOR FROFE331ONAL ENGTNk:E88
a I
I
,
I
!
r
I
f
1
1
1
I
!
20' BSL
---------------------------
I
I
OAG�
I
f
m!
f
�
I
SUITE C4,,y �O
SAVANNAH GEORGIA 31405 N 'dd ,L°4."
TELEPHONE: 812-362-0484 9VR
LOT 32-A
FAR: 832-362-7767 �jTLEY 4
r
x1
1
� ARaA — ease aP
I
m
I �
I
!
R
I
y
I
LOT 33
NEFERENCE: PM C 28
ACCDNDING TO THE F.I.ELM DATED 9/26/DB THIS LOT L4 MIT]@I
FIG00 ZONE AE. NF6 13.0.
TRIS 61RiYEY WAS PREPARED M CONFORIUTY MYTH THE TECRNICAL STANDARDS
FOR PROPERTY SURVEYS IN GECHGIA AS SEI' FORTH IN CRAPTER 160-7 OF THE
NN.ES OF THE GEORGIA MARC OF REMETRATION FOR FROFE331ONAL ENGTNk:E88
EGUIPILIW:
AND LAND SURVEYORS AND A3 SEF FORM IN THE CEORGIA PLAT ACT G,C.G.A.
TOPCON AP -LTA
16-6-67. A=C= O, C.GA SECS. IE -6-87, 43-15-4. 49-16-8, 43 -15 -IB,
43-15-22.
ERROR OF ULOSIIRE:
LZW.T. t/-
OAG�
ANG: -"/ANGLE
BALANCED DY, -
f. WH= REMOLDS • -ry9TEp�pd •
4
PLAT: 1/-
I.AND SURVEYOR
.
636 STEPHENSON AVENUEA NCa2AB o
0 l0
a
SCALE: 1' = l0'
SUITE C4,,y �O
SAVANNAH GEORGIA 31405 N 'dd ,L°4."
TELEPHONE: 812-362-0484 9VR
DATE: NOVE1®ER 8, 2015 SURVEY
ap1'E: NOYEImEN 10, 2015 PIAT
FAR: 832-362-7767 �jTLEY 4
F'fLE NO. 09-26C
4�5
rrauuur���
ruourar ��
5/8" R
BOSWELL DESIGN SERVICES, INC.
103 NASSAU DRIVE
SA VANNA14, GEORGIA 3141 O
912-897-6932
LAHBOS@BELLSOUTH. )DIET
August 24, 2017
1-15a Schaaf
Planning and Zoning
Tybee 151and, Georgia
Re: Todd Smith Project
Tybee l5land, Georgia
George / Lisa,
At the reclue5t of the Owner, we have inspected the project referenced above
for compliance with the approved Site plan.
After a Brief inspection of the project and review of the a5 -built survey, it 15 our
opinion that the project 15 in ba5ic compliance with the approved sate plan with
the exception that in leu of final stabilization the contractor installed 5eedincj and
mulching.
Thank you for your a5515tance and please do not hesitate to contact us if you
should require more information. We may be reached at 897-6032, fax to 897-
2287 or e-mail to lahbos(Q?beilsouth.net.
51ncerely,
Mark Boswell
No.2$372
PROFESS{ONRt_
,4 7, 24 - L,