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City of ) .jee Island - ommunity Develop. -mt Dept.
Inspection Report
403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328
Phone, 912.472-5032 - Fax 912.786.9539
Permit No. Date Requested
Owner's Name Date Needed
Geni. Contractor Subcontractor
Contact Information
Project Address
Scope of Work
Inspector Date of Inspection
Inspection Pass Fail Fee
Inspection
— Pass
Fail
Fee
Inspection
— Pass
Fail
Fee
Inspection Pass 1:1 Fail 1:1 Fee
I N IF, R M�A I I MAL
CODE COUNCIL
MEMB,ER
CityofIvieelsland . COMVIILjnityDevelofin.,_.,;
Inspection Report
403 Butler Ave. - P.O. Box 2749 - Tybee Island', GA 31328
Phone 912.472-5032 - Fax 91,2.786.95,39
Permit No.
Owner''s Name
Gen. Contractor
Inspection
Fail Fee
Fail 1:1 Fee
Pass 1:1 Fail 1:1 Fee
L
CODECOUNUL
�� M
Inspection Pass 1:1 Fall 1:1 Fee
Inspection Pass 1:1 Fall
Inspection — Pass El Fail 1:1 Fee
Inspection - Pass 11 Fail 11 Fee
0=112=
Pa ss 11 Fail 0 Fee
1 7, 4" A
City of 'i .jee Island - Community Developo.ent Dept.
Inspection Report
403 Butler Ave. - P.O. Box 274,9 - Tybee Island® GA 31328
Phone 912.472-5032 - Fax 912.7'86.9539
CODE COUNCIL
M EaCER
Permit No.
— Date Requested
Owner' 's Name
Date Needed
Gen. Contractor
Subcontractor
Contact Information
Project Address
Scope of Work
Inspector
Date of Inspection
Inspection
Fail Fee
Inspection - Pass 11 Fail 11 Fee
0=112=
Pa ss 11 Fail 0 Fee
1 7, 4" A
1,0
CITY CAF BEE MAN D
BUILDING PERMIT
DATE ISSUED: 02-17-2015 PERMIT #. 150083
WORK DESCRIPTION ENCLOSURE FOR ELEVATOR
WORK LOCATION 10 EIC14TH LN
OWNER NAME
AARON M. LEVY
ADDRESS
115 LEE BLVD
CITY' S111, ZIP
SAVANNAII GA 31405-5611
PHONE NUMBER
CONTRACTOR NAME
1 0 LAN I) WORKS, L
ADDRESS
112 CHURCH ST
CITV STATE ZIP
BLOOMINGDALE GA 3002
FLOOD ZONE
BUILDING VALUATION
SQUARE moTAGE
OCCUPANCYTY ICI ,
p
TOTAL FEES CHARGED
$ 125.00
PROPERTY 111ENT1FI(:.,AT1ON #
4-0006.03-009
PROJECT VALUATiON $10,000.00
TOTAL BALANCE DUE: $ 125>00
It is londerslood that iftbis perMit is grarAcd the builder Ni ill at aR finics comp y with the zoxiing, stfl4vision, flood control, tmilding, fire, Soil
and sedimentation, wedondS, marshlands prot,ection and shore pecitection ordiojances and codes whedlerlocfl, stale or fed -a(, includhip, all
environmentat laws and replations NvIlell subsequent ommers should be informed that any alterations to the property musl be
-approved by the issuance of anotber bufldhig permit, Permit holde agrees: to lml(f time City ofTybee lftid Naar napes' s on ally construction
covered by this perallit.
,g%ls pa ^rmjj must be posted in a coatspicuoku,
, locaflon in tile front of building and protected from the vventheg• ll'this perink is not posted work
m/ill he stopped. 'rtie bUilding contractor wfll replace curb paving and gutter broken choring cunstrmAiolt. This permit mill be voided unjess
work has hepin whhiDi six months of the dale ofissimum
Signature of Building In or Authorized Agent-
rj',j,,,' IsRand, Gcurg�a 31328
11. O� Box 2741P - 403 Ruder Avenue, ,
4912) 7864573 FAX' (912) 786-9539
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D u p l e x E l F o o t p r i n t C h a n g e s F l O t h e r
E l M u l t i - F a m i l y u n i t s [ ] - a d d i t i o n a l s q u a r e
E l � C o m m m e n c i a | u n i t ( m ) f e e t h e a t e d / c o o l e d
~ A c o m m e r c i a l p r o j e c t r e q u i r e s 2 s e t s o f s e a l e d d r a w i n g s b y e d e s i g n p r o f e s s i o n a l a n d c o n s t r u c t i o n b y a C o n t r a c t o r w i t h
t h e a p p r o p r i a t e S t a t e m f G e o r g i a p r o f e s s i o n a l l i c e n s e . A c o m m e r c i a l p r o j e c t m a y r e q u i r e S i t e P l a n A p p r o v a l .
D e t a i l s o f P m o j e c t �� C o n s t r u c t i o n o f m n e w R e s i d e n t i a l E l e v a t o r
E s t i m a t e d C o s t o f C o n s t r u c t i o n : $ ( m a t e r i a l s + l a b o r + p r o f i t i o v e r h e a d )
I f a p p l i c a b l e , a t t a c h a c o p y m f t h e c e r t i f i e d e l e v a t i o n , c e r t i f i c a t e a n d / o r s u r v e y c f t h e p r o p e r t y , D e p e n d i n g u p o n
t h e s c o p e o f t h e w o r k , t w o s e t s o f c o n s t r u c t i o n d r a w i n g s a n d / o r a s i t e p l a n m a y b e r e q u i r e d .
A Q
Y e a r B u i l t : 1 9 9 0 , L i s t e d o n N a t i o n a l H i s t o r i c R e g i s t e r o r l o c a t e d w i t h i n m N a t i o n a l H i s t o r i c D i s t r i c t ? Y / N
" B u i l d i n g s o l d e r t h a n 5 0 y e a r s m a y b e e l i g i b l e t o b e l i s t e d o n t h e S t a t e / N a t i o n a l R e g i s t e r . W i t h t h i s d e s i g n a t i o n , y o u
m a y b e e l i g i b l e t o t a k e a d v a n t a g e o f v a r i o u s t a x i n c e n t i v e p r o g r a m s w h i l e p r e s e r v i n g t h e h e r i t a g e o f T y b e e i s l a n d .
" A l s o s e e t h e 7 y b o o I s l a n d L a n d D e v e l o p m e n t C o d e A r t i c l e 1 4 : H i s t o r i c P r e s e r v a t i o n
O n - s i t e r e n t r o m m m f a c i l i t i e s w i l l b a p r o v i d e d t h r o u g h C o n s t r u c t i o n d e b r i s w i l l b e d i s p o s e d
b y b y m e a n s o f I u n d e r s t a n d t h a t I m u s t c o m p l y w i t h
d a m a g e c o n t r o l , b u i l d i n g , f i r e , s h o r e p r o t e c t i o n a n d w e t l a n d o r d i n a n c e s , F E M A r e
E g g , g l a t i o n s . I r e a l i z e t h a t I m u s t e n s u r e t h e a d e u a c y o f d r a i n a g e o f t h i s p r o p e r t y s o t h a t s u r r o u n d i n g p r o p e r t y i s i n n o w a y
A r t i c l e t
a d v e r s 0 y a f f e c t e d a s r e q u i r e d b y , , , I t o r m w a t e r M a n a g e m e n t . I a c c e p t r e s p o n s i b i l i t y f o r a n y c o r r e c t i v e a c t i o n s
t h a t m a y b e n e c e s s a r y t o r e s t o r e d l r a i n ? g e a l
, / i a i r e d b y t h i s p e r m i t t e d c o n s t r u c t i o n .
D a t e : S S i g n a t u r e ,
N i n t e d N a m e o f A p p l i c a n t :
h i s t o r i c s t r u c t u r e m g y b e l o n g e r .
A p p r o v a l s :
P l a n n i n g & Z o n i n g M a n a g e r
B u i l d i n g O f f i c i a l
W a t e r / S e w e r
S t o r m / D r a i n a g e
C i t y M a n a g e r
S i g n a t u r e D a t e
F E E S
P e r m i t
I n s p e c t i o n s
C a p . C o s t R e c .
W a t e r T a p
S e w e r S t u b
A i d t o C o n s t .
T O T A L
O w n e r
R i c h a r d & D a y l e L e v y
1 1 5 L e e B l v d , S a v a n n a h , G a 3 1 4 0 5
H o m e :
C e l l i :
A r c h i t e c t o r
K e r n & C o . , L L C
P . O . B o x 1 5 1 7 9 , S p r i n g f i e l d , G , A 3 1 3 , 2 9
O f f i c e : 9 1 2 - 3 5 4 4
H o l l a n d w o r k s , I n
P . O . B o x 1 2 8 , B l o o m i n g d a l e , G A 3 1 3 0 2
O f f i c 6 �� - 9 1 2 - 7 4 8 -
7 5 0 4 0
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C h e c k a l l t h a t a p p l y
S i n g l e F a m i l y E l B i m o n v o r y 7 [ a m r o u | D e m o l i t i o n o r R e l o c a t i o n
D u p l e x E l F o o t p r i n t C h a n g e s F l O t h e r
E l M u l t i - F a m i l y u n i t s [ ] - a d d i t i o n a l s q u a r e
E l � C o m m m e n c i a | u n i t ( m ) f e e t h e a t e d / c o o l e d
~ A c o m m e r c i a l p r o j e c t r e q u i r e s 2 s e t s o f s e a l e d d r a w i n g s b y e d e s i g n p r o f e s s i o n a l a n d c o n s t r u c t i o n b y a C o n t r a c t o r w i t h
t h e a p p r o p r i a t e S t a t e m f G e o r g i a p r o f e s s i o n a l l i c e n s e . A c o m m e r c i a l p r o j e c t m a y r e q u i r e S i t e P l a n A p p r o v a l .
D e t a i l s o f P m o j e c t �� C o n s t r u c t i o n o f m n e w R e s i d e n t i a l E l e v a t o r
E s t i m a t e d C o s t o f C o n s t r u c t i o n : $ ( m a t e r i a l s + l a b o r + p r o f i t i o v e r h e a d )
I f a p p l i c a b l e , a t t a c h a c o p y m f t h e c e r t i f i e d e l e v a t i o n , c e r t i f i c a t e a n d / o r s u r v e y c f t h e p r o p e r t y , D e p e n d i n g u p o n
t h e s c o p e o f t h e w o r k , t w o s e t s o f c o n s t r u c t i o n d r a w i n g s a n d / o r a s i t e p l a n m a y b e r e q u i r e d .
A Q
Y e a r B u i l t : 1 9 9 0 , L i s t e d o n N a t i o n a l H i s t o r i c R e g i s t e r o r l o c a t e d w i t h i n m N a t i o n a l H i s t o r i c D i s t r i c t ? Y / N
" B u i l d i n g s o l d e r t h a n 5 0 y e a r s m a y b e e l i g i b l e t o b e l i s t e d o n t h e S t a t e / N a t i o n a l R e g i s t e r . W i t h t h i s d e s i g n a t i o n , y o u
m a y b e e l i g i b l e t o t a k e a d v a n t a g e o f v a r i o u s t a x i n c e n t i v e p r o g r a m s w h i l e p r e s e r v i n g t h e h e r i t a g e o f T y b e e i s l a n d .
" A l s o s e e t h e 7 y b o o I s l a n d L a n d D e v e l o p m e n t C o d e A r t i c l e 1 4 : H i s t o r i c P r e s e r v a t i o n
O n - s i t e r e n t r o m m m f a c i l i t i e s w i l l b a p r o v i d e d t h r o u g h C o n s t r u c t i o n d e b r i s w i l l b e d i s p o s e d
b y b y m e a n s o f I u n d e r s t a n d t h a t I m u s t c o m p l y w i t h
d a m a g e c o n t r o l , b u i l d i n g , f i r e , s h o r e p r o t e c t i o n a n d w e t l a n d o r d i n a n c e s , F E M A r e
E g g , g l a t i o n s . I r e a l i z e t h a t I m u s t e n s u r e t h e a d e u a c y o f d r a i n a g e o f t h i s p r o p e r t y s o t h a t s u r r o u n d i n g p r o p e r t y i s i n n o w a y
A r t i c l e t
a d v e r s 0 y a f f e c t e d a s r e q u i r e d b y , , , I t o r m w a t e r M a n a g e m e n t . I a c c e p t r e s p o n s i b i l i t y f o r a n y c o r r e c t i v e a c t i o n s
t h a t m a y b e n e c e s s a r y t o r e s t o r e d l r a i n ? g e a l
, / i a i r e d b y t h i s p e r m i t t e d c o n s t r u c t i o n .
D a t e : S S i g n a t u r e ,
N i n t e d N a m e o f A p p l i c a n t :
h i s t o r i c s t r u c t u r e m g y b e l o n g e r .
A p p r o v a l s :
P l a n n i n g & Z o n i n g M a n a g e r
B u i l d i n g O f f i c i a l
W a t e r / S e w e r
S t o r m / D r a i n a g e
C i t y M a n a g e r
S i g n a t u r e D a t e
F E E S
P e r m i t
I n s p e c t i o n s
C a p . C o s t R e c .
W a t e r T a p
S e w e r S t u b
A i d t o C o n s t .
T O T A L
LEAD -BASED PAINT RRP RULES
Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform
renovation, repairs, and painting jobs in pre-1978 housing and child-occupied facilities must, before beginning
work, provide owners, tenants, and child-care facilities with a copy of EPA's lead hazard information pamphlet
Renovate Ri ht., Imoortant Lead Hazard information for Families Child Care Providers and Schools.
Contractors must document compliance with this requirement. After April 22, 2010, federal law will require, you
to be certified and to use lead-safe work practices, Georgia Environmental Protection Division Lead-Based
Paint and Asbestos Program (404) 363-7026.
When dilstuIrbing lead-based painted or coated surfaces or components more than 6 ft2 per interior
room or 20 ft�2 of exterior surfaces AND all window replacements and partial demolitions of any size.
Asbestos/Environmental Notification to Georgia EPD for
Projects, Involving Demolition Wrecking, or Renovation
The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission
to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a
structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation
Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules, The Georgia
Environmental Protection Division administers the rules. In most cases, the rules require both the owner and
the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by
an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before
renovation, wrecking, or demolition begins almost without exemption, Georgia EPD requires a completed
demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the
building. Further guidance for regulatory compliance and contact telephone numbers are provided by the
brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such
as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have
EPD regulations that could affect the project.
BM Ps
While BIVIP deficiencies are not necessarily the fault of the owner or his agent, BIVIPs are their responsibility.
Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sdl —
Sediment Barrier, Correct installation, information can be found in the Field Manual for Erosion and Sediment
Control in Georgia, Fourth Edition 2,002, Georgia Sail and Water Conservation Commission;
Problems with the Co is not limited to the installatiIon, but to material. The stone will be a representation of
1.5"-3.5" stone or larger,
Type A sediment
Where
over) with a amp
wood p post
barriers have been installed where Type C is required and shown on the permit drawings,
are called for they will be installed with a separation that allows for the first one to fail (fall
acting the second one. The complete assembly and installation must be compliant; steel or
spacing, Type C or A.
receipt of Lead Paint, Asbestos, and BMP notices
I
Print6d Name
Date
Asphalt shingles shall comply with Section 8905 of the IRC and Section 5014 of the ICC 600, All shingles
must be wind rated and tested in accordance with ASTM D 3161, Class F or ASTM D 7158 Class G. Asphalt
shingle wrappers must bear a label indicating compliance. Special fastening is requiIred. A minimum of six
fasteners are required unless otherwise directed by the manufacturer. Fasteners must be non-corrosive,
minimum 12 gauge shank with a minimum 3/8" diameter head, of a length to penetrate through the roofing
material and a minimum of 3/4" into, or through, the roof sheathing.
Metal Roofing; — Materials for metal roofing shall' be naturally corrosion resistant or provided with
corrosion resistance in accordance with this table - IRC Table R905.10.3,(2):
55% Aluminum-zinc alloy ASTM A 792 AZ 50
coated steel
5% Aluminum Alloy- coated ASTM A 875 GF60
steel
Aluminum,-coated steel ASTM A 463, T2 65
Galvanized steel ASTM A 653 G-90
Prepainted steel ASTM A 755 (Faint systems shall be applied over steel products
with corrosion - resistant coatings complying with ASTM A 792,
ASTM A 875, ASTM A 4163, or ASTM A 653.
For panel systems, two rows of fasteners shall be used along the eaves, hips, and ridges. The first row should
be within two to three inches of the edge and the next row three to four inches from the first. Other fastening to
be per the IRC, 1130, ICC 600, or Manufacturer's installation instructions. All screws andl other fasteners to be
corrosion resistant. Un:derlayment must be 30# felt or as an alternative adhered undedayment complying with
ASTM D 1970 shall be permitted. Drip edge must be provided.
111A9114
For Sl: 1 ounce per square foot = 0.305 kg/M2, 1 pound per square foot = 4.214 kg /M2, 1 inch = 25.4 mm, I
pound = 4,454 kg.
The Federal Emergency Management Association (FEMA) mandated adoption of new Flood Insurance Rate
Maps (FIRMs) and a new Flood Damage Prevention Ordinance (FDPO) by September 26, 2008, h was required
that the FDPQ that the City ofTybme Island adopted meet orexceed the minimum standards outlined by FEK4A,
Some of the more significant changes are outlined below, however, be aware that this outline does not address all
mf the changes.
AEZONES
• SURVEY REQUIREyNENT — AMmewcmnstrmxhon/substambm| improvement projects are required to submit an
as-built certification immediately after the lowest floor or flood-proofing is completed.
• FINISHED FLOOR ELEVATION —AU newoonmtrwodon/smbstmn{ia| improvement projects are required to be
elevated at least one foot above the base flood elevation. The following are included in the requirement and
must beelevated:
m Ail heating and air conditioning equipment and components, including ductwork;
o All electrical;
o All plumbing fixturaa;
o All' other service facilities.
• NON-RESIDENTIAL — New construction/substantial improvement for non-residential projects may elect to
#oodpvmofDne project in lieu of elevation.
VEZONES
• SURVEY REQUIREMENT —All new construction/substantial improvement projects are required to submit an
as-built certification after placement mf the lowest horizontal structural members.
• FINISHED FLOOR ELEVATION — All new constructiontsubstantial improvement of existing structures shall ba
elevated so that the bottom of the lowest supporting horizontal structural member (excluding pilings or
columns) is located no lower than one foot above the base flood elevation level,
Substantial improvement means any combination ofrepair, reconstruction, alteration, or improvement to a
structure taking place during a 5-year period, in which the cumulative cost equals ur exceeds 5O%of the market
value before the start of construction of the improvement. October 2008
Mman Ah 0
The State of Georgia and the City of Tybee Island enforce the following Codes, for construction:
International' Building Code, 2012 Edition and State Amendments
International Residential Code,, 2012 Edition and State Amendments
International Fire Code, 2012 Edition and State Amendments
International Plumbing Code, 2012 Edition and State Amendments
International Mechanical Code, 2006 Edition and State Amendments
International Fuel Gas, Code, 2012 Edition and State Amendments
International Energy Conservation Code, 2009 Edition and State Amendments
International Swimming Pool and Spa Code, 2012 Edition and State Amendments
National Electrical Code, 2011 Edition and State Amendments
ICC 6001 Standard for Residential Construction in High Wind Regions
International Existing wilding Code, 2006 Edition and State Amendments
International Property Maintenance Code, 2006 Edition and State Amendments
These are but a few of the design standards that new construction and additions to structures will need to
comply with. They can affect all work.
The folllowing design provisions became effective January 1, 2014 for construction in the City of Tybee Island,
These design standards will be enforced on plans submitted for review and inspection,
3-SECOND WIND GUST 120 MPH
FASTEST MILE BASIC WIND SPEED 104 MPH
SEISMIC DESIGN CATEGORY "B"
WIND EXPOSURE "C',
CLIMATE ZONE
The following are the requirements for new windows, doors/garage doors with gilass, and skylights:
U Factor .65 maximum / skylights = .75 maximum
DESIGN' PRESSURE DP 45 or higher
SOLAR HEAT GAIN COEFFICIENT 0.3 or lower
WINDOW PROTECTION 7/16—iinch, minimum plywood or approved alternate method
All work shall conform to the City of Savannah Technical Specifications except as stated in the Special
Conditions on the fo,lllowing pages. The City of Savannah Technical Specifications is available online at
x?1\10=914
AM vmxk shall conform W the City of Savannah Technical Specifications except as stated in them* Special Conditions, The City of
Savannah Technical Specifications is available online at the City ofSavannah web site. Where in conflict, these Special' Conditions ahoU
govern.
GENERAL
Engineer refers N both the Engineer for the project and the City of Tybme Island's Engineer. Justifications of the Engineer's approval
inoluding, but not limited vo, required testing shall by submitted to the City of Tybee Island prior to the City of Tyhoe Island issuing
concurrence. Where requirements differ from those stated in the GASWCS "Green Book", the stricter will govern,
All communications required of the departments referenced in the City of Savannah ordinances will be submitted to them* City ofTybow
Island Departments: 1) Planning &Zoning 2} Public Works 3) Water &Sewer
'rime oy notification 10 the City ofTyboe Island excludes:
1} Any and ail federal, state, county and city holidays.
2} Weekends
3) Times of community alerts or disasters including, but not limited to, tropical storm and hurricane alerts, periods of rainfal I exceeding
the 25 year storm as determined by the City of Tybee Island and the following two weekdays.
Time ofnotification 10 the State Department ofTransportation and other departments is the minimum, Such time of notification may be
greater if required by those agencies.
All text for e�gnuQu and markings shall bm submitted ,othe City ofTybaa Island for approval.
All materials will bedomestic, Imported materials shall be allowed only after the City of Tybee Island approves a written request from the
Owner's agent.
SECTION V21&0CLEARING /PART 2— EXECUTION /2.45 EXISTING TREE
PROTECTION /A. SITE DEVELOPMENT PROJECTS.
The following requirements pertain Vo all projects.
SECTION 02270'EROSION AND SEDIMENTATION CONTROL
Vxhema requirernents diferfromthoseatatedintheGASVVC8^GreenBnoK.#heotricterwoUgovem.
SECTION' 0240A- STORM DRAINAGE
2.18 TELEVISING:
After the cumpb$km of cleaning, all constructed" storm lines must be televised prior to acceptance, Acconding|y, all storm lines that are
installed will be televised. Details and procedures of this program are included in the "Televising Procedures Manual" developed by the
City's Water Quality Control Department who will be providing the television services, Contractors will be responsible for becoming
familiar with this manual,
SECTION 02550- WATER DISTRIBUTION SYSTEM / PART 1-PRODUCTS
1.01 PIPE: A. DumM* Iron Pipe - Shall o*nfbnn 10 ANS|/AVVVVA C150A\21.50 lntow1 revision and 4NS|AAYVvVA C151/A21 51 |emeo1
revision for laying condition two. All pipe shall be cement lined' in accordance with ANSI/AWWA C1 04/A21.4 latest revision.
All Pipe Larger than 12 inches shall be ductile iron unless PVC is specifically allowed by the City,
1.09 GATE VALVES D. Valve Manhole Gat* valves 10^ and larger shall he installed in m manhole. Gate valves 8^ and larger within
pavement shall hw installed inamanhole.
2.O1 INSTALLATION 4. Depth ufPipe The Contractor shall perform excavation of whatever substances are encountered to a depth that
will provide minimum cover over the top o(the pipe uf30-|nchosfrom the existing or proposed finished grade, for pipe 12-inches and
smaller. Pipe larger than 12-inches in diameter shall have 364-9-inches nf cover from the finished grade. A minimum cover of33^ (inches)
and e_maximum cover mf39^ (inches) from finished grad* eho|| be a;o*p*ad as within tolerance unfcon approved by the City to avoid m
ounfli�,[f the design cover will bm less than 3O`. duct iron pipe may he required by the City. Bedding shall be per apeoihvahoneindustry
association �anda,daormenufackuna� reoommendaUonm.whichever im greater, '
2.05 PROCEDURES FOR CONNECTIONS OF WATER MAINS:
B. Pu/*mdum
6, If a wet tap is required, the contractor will be responsible for preparing the site. This preparation includes the excavation and installation
of the tapping sleeve. The contractor will make mvm||aWw a lifting device for the tapping machine and at least o 100 CFM Air Compressor
to power the tappmg machine. The Contractor will provide the tapping machine and personnel to operate the unit. All taps will be made
under the supervision uf the City ofTybe* Island Water Department,
SECTION @2554' WASTEWATER COLLECTION SYSTEM
2.12 MANHOLES
The drop through manholes phm|| be equal to the steepest percentage ofthe upstream and downstream lines may be used at the
discretion wf the City ofTyb*eIsland, Horizontal alignment changes greater than 9V degrees sua single manhole shall not b* allowed. A
wide sweep invert shall be required for all' manholes where the horizontal alignment change is 90 degrees.
Section 033mUOAST-N-PLACE CONCRETE
CHAPTER 1-GENERAL
1.11-Scope
11.3-Design of Concrete Structures shall hn performed and stamped bya Professional Engineer registered in the State ufGeorgia,
In no instance ahmU a concrete sidewalk be |o^e than 4~ thick nor a driveway |aoe than 6^ thick. The Engineer ohm|� refer m — ity Of
Savannah Standard Construction Details for minimum design requirements of various structures.
CHAPTER 3'PROPORTIONING
3.2-Strength
The specified compressive strength of the concrete (f'c)fmr each portion of sidewalks and curb and Au&ene shall be m minimum of 4,000
psi unless a greater strength requirement in indicated on the contract drawings or herein. Driveway and road paving shall have o
compressive strength wf not less than 5000 poi Strength requirements shall be based on 28-day compressive strength unless a different
test age is specified. The compressive strength of the concrete shall be determined by ASTM C39,
CHAPTER 5-REINFORCEMENT
5.7-S|dewa|ks shall hw reinforced by one of the following methods:
5I1- Minimum size af mesh shall bamrx8^ VV2.9xVV2.9�.
5.7.2-Concrete shall ba fiber reinforced,
5.7.3-Defbnmed reinforcing bars providing les,s than 0.25 square inches per foot (each mmy)
SECTION 111VV-SUBMERSIBLE WASTEWATER PUMPS
5-25 HORSE POWER D�UpLEXACROSS THE LINE MAGNETIC
PART III —FINAL INSPECTION
3.01 FINAL INSPECTION /ACCEPTANCE
B. Dry Pumping Test:
The pump will bo tested by both a Facility Test and a Site Test.
Sec. 22-112. Noise disturbance prohibited.
(t) Maximum permissible sound levels. With the exception of sound |ove|m elsewhere npeoi�ficuUy authorized by this article, table
1 sets forth the maximum permissible sound levels allowed at or within the real property boundary of a receiving land use. Any
activity or use that produces e sound in excess of such noise /mvm|a for a receiving kumd use shall be deemed a noise
disturbance and is in violation of this article.
TABLE
Sound Levels by Receiving Land Use
Zoning Category of Receiving Land Time(-�) Use() Sound Level Limit, dBA(41
Residentia 1�2� At all times 60
Commercial At all times 75
Noise Sensitive Area At all times 55
m
As set forth in the Land Development Code,
`^' Any zoning district containing the |mtha "R.^
P)
Unless otherwise stated bn this article.
�4) For any source of sound which emits a pure tone, the maximum sound level limits set shall be reduced by five dBA,
(d) Equipment use restrictions. Regardless of decibel levels, the following equipment may not be operated between the hours of
8:0Opm. and 7:D0a.mm.: Monday-Friday and om Saturday and Sunday 8:@0p.m.N moo a,m,:
(1) Electrical power tools.
(2) Motor powered, muffler equipped lawn, gardeni, and tree trimming equipment except reskdential lawn mowers.
(3) Construction equipment, which includes landscaper's lawn mowers and other landscaping motorized equipment.
�I2��Y\ (�� n/� 2�2()0()
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119 Dec 383K 772 OC I U LIQ
2012
GRAN TOR:LEVY ARRON M & DAYLE
GRAN"FEE'LEVY DALE& RICHARD AS
TRUSTEES*
01 Jan 1993 158K 0521 NA I U U5 120,000
GRANTOR:LEVY MARIAM S
GRANTEE.-LEVY AARON M
i
(PERMITS TYPE DATE AMOUNT
�01-00005 AD 1() Jan 2001 Issued 6,000 i
COMMENTS:
05 Feb 2013 383r,/772 ( DEED INTEREST
10% DAYLE, 901/. TRUST
04 Feb 2013 TY13 383K/772 DALE &
RICHARD LEVY AS TRUSTEES
OF THE AARON LEVY
QUALIFIED PERSONAL
RESIDENCE TRUST
02 Mar 2010 TYO 10 PIET VAL ENT
05 Mar 2009 TY09 RET VAL ENT NjV 3-5-09
13 Aug 1993 77 N/C BOE BTA 6/24/74 CONJ
WITH HOUSE ON RTG #62
EXTRA FEATURES
ID# BLDG# SYSTEM DESC
i'l 38281 85285 AV CPT FLAT/SHED PIP
I
� 138282 85285 Rcof Scr Por/Slab AV
1177829 OPEN SLAB AV
I
. . ......... . . .......
A G 1
...............
DIM 1 DIM 2 UNITS QL UNIT PRICE
0 0 784.00 A 8.43
0 0 494.00 A 18.40
958.00 A 4.02
BEACH
IDO USE DFSC FRONT DEPTH UNITS /TYPE PRICE ZONING LCTN TORO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKTVALUE
109655 SINGLE FAMILY RES 0 0 7,200,00-SF 40.00 R2 288000
I
1121/2015 12:17 PM
(EXEMPTIONS
HISTORY
LAND
IMPR TOTAL
2013
iMI&L.
mll�
288,000
108,000 396,000
Over
2012
288,000
108,000 396,000
Over
012
288,000
108,000 398,000
Over
2011
527,000
105,900 632,900
Over
2011
288,000
108,000 396,000
Over
wel
12010
608,400
105,900 714,300
Cama
2010
527,000
105,900 632,90()
Over
2009
608,500
107,500 716,000
Over
2008
936,000
116,()00 1,052,000
Oarna
2008
801,220
NC
2007
553,000
109,000 662,0()0
Over
2006
553,000
109,000 662,00()
Over
2005
662,000
A/C
2004
416,000 416,000
Over
2003
416,000 4 1 6,OC)o
Over
2002
416,000
A/C
2001
181,500
85,500 267,0()0
Cama
2000
181,500
85,500 267,000
Cama
1999
111,000
85,500 196,500
Cama
1998
111,000
84,000 195,000
Cama
:1997
111,000
80,000 191,000
Cama
1996
40,320
104,470 144,790
Came I
1995
40,320
107,350 147670
Cama
1994
40,320
80,930 121,250
Cama
1993
40,320
57,490 97,810
Over
1992
40,320
57,490 97,810
Over
RCN AYB
EYB DT ECON FUNC SP SP% RCNLD MKT VALUE
6,609 19,90
1990 IR
5,023 5,000
9,090 1990
1990 IR
6,908 6,900
3,851 1980
1990 IR
2.927 2.900
IDO USE DFSC FRONT DEPTH UNITS /TYPE PRICE ZONING LCTN TORO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKTVALUE
109655 SINGLE FAMILY RES 0 0 7,200,00-SF 40.00 R2 288000
I
1121/2015 12:17 PM
Kern & CO., LL4
Con u d T I;;] n v I m: u r, I a Il J S 11% r) ol', nd P lom II, r
% o ( I , I I'd I a I I 1 1 1 % 1 5 , 1 r 1 1 1 1 1 1 ) 1 1 It , ; I S L I c III I Is
I I ZT-A I Z
Date: February 2, 2015
To (Company NameY City of Tybee Island, Georgia
Address:
Attention:
From: John S. Kern, P.E.
Project Name: Residential Elevator - 10 8th Lane, Tybee Island, GA
Project No,.: 150027.000
wi j . ...... ..
.................
These Are: For Your Use [:] For Your Files ❑ As We Discussed
For Your Comments E] As You Requested For Your Review and Approval
Sent Via: [—]USPS Mail E] In Person ElCourier
0 Fed Ex1UP S Ove rnliig ht E] FedExIUP$ 2nd Day E] FedEx/UPS
Quantit r Item Description
2 Construction, Documents
1 Application for Building Permit
III
W-M-M-311-M
Client Signature
Q
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