HomeMy Public PortalAbout07-0292 Tybee Light Condo Assoc 1
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CITY OF TYBEE ISLAND
BUILDING PERMIT
DATE ISSUED: 07-6-2007 PERMIT#: 070292
WORK DESCRIPTION: REPAIRS TO PIERS&MASONARY
WORK LOCATION: 106-116 BUTLER AVE
OWNER NAME TYBEE LIGHT CONDO ASSOC
ADDRESS P 0 BOX 1360-/213 SUNCREST
CITY,ST,ZIP TYBEE ISLAND GA 31328
PHONE NUMBER 897-1662
CONTRACTOR NAME TYBEE LIGHT CONDO ASSOC
ADDRESS P 0 BOX 1360-/213 SUNCREST
CITY STATE ZIP TYBEE ISLAND GA 31328
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE P
TOTAL FEE'S CHARGED $ 255.00
PROPERTY IDENTIFICATION#
PROJECT VALUATION $30,000.00
TOTAL BALANCE DUE: $255.00
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 glitter 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)786-5737
www.cityoftybee.org
CITY OF TYBEE ISLAND, GEORGIA
APPLICATION FOR BUILDING PERMIT„.,
.,..
.”
Location: jydcE L 1p//Ts 4i4 '0,,+%,(,ti'' Alrti' PIN#
NAME ADDRESS TELEPHONE
Owner cf.)„do ,iSsc.
Architect
or Engineer `144/r.e 1,ss 'i7T yao 6. Xisai i4rr(se .,a/lib/ J, iocwNA1 Sf`?8&u
Building
Contractor ,S.(07, •4-*.o3,liq/ais ,o.,Bx a 941s- T e6e,Z// o 674, l Yt-T26 s
(Check all that apply)
l Repair ❑ Residential El Footprint Changes
❑ Renovation ❑ Single Family [ Discovery
❑ Minor Addition n Duplex El Demolition
❑ Substantial Addition ❑ Multi-Family
111 Other n Commercial
Details of Project: /. 4/..-Ake P. " A-was f maso d-
. Al e 4 e%/.1-e-04 a/s Y0,7oer,v/r.es /7,-47 c,.�yr.td F.PO<'s dee/ce.liCrn grams
3. 5#0a c' , ,cei/-,// 4'dio 9 44/asidr auT ‘,•2 ie n TSr ile-,3
Al f c!%a / 5 ,/ ribcs4 n S/4uclA_A.
Estimated Cost of Construction: $ 3'G/poo
Construction Type 1 (Enter appropriate number)
(1) Wood Frame (4) Masonry (6) Other(please specify)
(2) Wood&Masonry (5) Steel &Masonry
(3) Brick Veneer
Proposed use: a cv--
Remarks: ..5- Af<<' E.�i,(P /1% .u l t'rn'.'is, ,/.9f7-d/.92 .5/sc 1}:rd97',- 's
ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the
following information based on the construction drawings and site plan:
#Units it)/A----
"/f #Bedrooms #Bathrooms
Lot Area Living space(total sq. ft.)
#Off-street parking spaces
Trees located &listed on site plan
Access:
Driveway (ft.) With culvert? With Swale?
Setbacks: Front Rear Sides (L) (R)
# Stories Height Vertical distance measured from the average adjacent
grade of the building to the extreme high point of the building, exclusive of chimneys,heating
units, ventilation ducts, air conditioning units, elevators, and similar appurtances.
During construction:
On-site restroom facilities will be provided through /60)Al
On-site waste and debris containers will be provided by
Construction debris will be disposed by iirizedeio by means of X5', d1- d,124 A-m AJg
Corr S
I understand that I must comply with zoning, flood damage control,building, fire, shore
protections and wetlands ordinances, FEMA regulations.and all applicable codes and regulations.
I understand that the lot must be staked out and that the stakes will be inspected to ensure that the
setback requirements are met. I understand also that a certified plot plan showing elevation must
be attached to this application and that an as-built elevation certification is due as soon as the
habitable floor level is established. Drainage: I realize that I must ensure the adequacy of
drainage of this property so that surrounding property is in no way adversely affected. I accept
responsibility for any corrective action that may be necessary to restore drainage impaired by this
permitted construction.
Date: 6,S/ ' Signature of Applicant: ""lird-■► "
Note: A permit normally takes 7 to 10 days to process.
The following is to be completed by City personnel:
Zoning certification NFIP Flood Zone
Approved rezoning/variance?
Street address and number: New Existing
Is it in compliance with City map?
If not,has street name and/or number been reported to MPC?
FEMA Certification attached
State Energy Code Affidavit attached
Utilities and Public Works:
Describe any unusual finding(s)
Access to building site
Distance to water main tap site
Distance to sewer stub site ifrEM
Water meter size
Storm drainage
Approvals: Signature Date FEES
Zoning Administrator it Permit /6 12
Code Enforcement Officer f Inspections 10
Water/Sewer • Water Tap
Storm/Drainage Sewer Stub
Inspections Aid to Const.
City Manager
TOTAL ��5
f
W. Hunter Saussy III, P.C.
400E Johnny Mercer Boulevard Phone: (912) 898-8255
P.O. Box 30597 Fax: (912) 898-1882
Savannah, Georgia 31410 Email: WHSDRAWINGS @COMCAST.NET
FIELD REPORT
Page 1 of 1
TO: Tybee Lights Condominium Association DATE: June 29, 2007
c/o Tim Adams
355 F Commercial Drive PROJECT: Tybee Lights Condominiums
Savannah, GA 31406 Project No. 07017
FAX#354-7440
CONTRACTOR:
FROM: W. Hunter Saussy, III, P.E.
A. Present During Review:
1. Hunter Saussy
2. Larry
B. Items Noted:
1. Reviewed the completed installation of the new CMU piers and repairs to existing CMU piers per our
previous letters. Installations appear to be in conformance with the contract documents.
END OF REPORT
COPY: By: .
By: 2a .4/ . -001/1"
. Hunter Saussy, III, P
This construction review is not intended to represent detailed or continuous inspection but a general observation appropriate to the construction stage
at time of visit and to note the contractor's general conformance to the plans,specifications and design concepts. It does not imply observing placement
of all materials. The engineer does not assume any responsibility for the contractor's means,methods,techniques,sequences or procedures of construction
nor the adequacy of the contractor's safety measures in,or adjacent to,or near the construction site. The review does not share with nor relieve the
contractor of his responsibilities for performing all work in accordance with plans and specifications.
STRUCTURAL ENGINEER
Is-ri N& eta R
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06/13/2887 13:32 912898188' W HUNT 3'. pAUS5' ' 0 '�b,-3 PAGE al
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W.Hunter Sammy III,P.C.
400E Johnny Mercer Boulevard ! P ne: (912)898-8255
P.O. Box 30597 ! F (912)898-1882
:j
Savannah,Gear!is 31410 ! : , t s: WHSD A 1 .c. oMCAsT. ET
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. Page 1 of 1
June 13,2007 p
fell 1+� . • 1: t •.
T bec Lighis Condominium Association I ' i
yy � ,
c%Tim Adam AdJm(0354-7440)
355 F Commercial Drive ' .
Savannah.OA 31406 a Hard Copy v a mail
is 1 :
Re: Tybee Lights Condominium
Tybee Island, Georgia I .il`
Project No.07017
Dear Tim: i
i
On Tuesday,June 12,1 met with the contractor's superintend. It at the abo'i c referenced location.
The following items were discussed: :
I. The marks on the piers which we had previously id�, ,led as-"to be removed"have faded
away. We crawled underneath the building and fl,,! :1 I.the piers which were intended to
be removed, ' j
2, There are large voids underneath the concrete slab • •e it the nt of the building as
viewed from the interior space. This erosion could 20e the slab crack and fail at
some time in the future. I recommended to the con• 1,'r that they ropose the following
to the owners. The voids below the slab should be ' 'L ' flo le fill which is a
cementitious flowable material that can be easily p ,11!' 'in spaces such as this. Any •
loose sands should be removed as much as possible . ��ir tof'orrna and pumping the
concrete into place. As this is not part of the origin NI I •pe of work the contractor is not
to proceed with this without authorization from the `er or the ow er's representative.
3. The contractor has removed portions of the sheath' `: . :low the firs'floor joists and has
exposed some of the pre-manufactured metal joist ' supporting the ends of the first
floor joists. Most of these hangers appear to have s. 'i',:degree of rust and several appear
to be delaminating at the lower portion of the lie I is our recommendation that the
joist hangers be power brushed and cleaned free of , ether materials and be coated
with a cold-galvanizing paint. This operation would 1$ uireithe removal of all of the
sheathing below the first floor joists and is beyond 1, ope of work at this time. I
recommended to the contractor that he provide a p •; ,:al to the o er for further
exploration of these joists toward the front of thebu ! j ng to des ne the possible
extent of the rusted hangers noted on the ocean sides l'...,gain,;the conk r should not
proceed with any work without authorization from th : wner.
4. The contractor will contact"Contractor's Depot"to: I-ieive a recorn�nendation for a
oduct to be used as a sealant in the repair of the cr. �.s in the pier below the building
those piers which are not identified as being rcmov'-Y�'. This inforri ation should be
forwarded to our office for review.
sii
If there are any questions,please do not hesitate to contact F;_ •
Yours „4.p.
/�
H to
WHS/rlm
C:IRobin lWPW If( etterai2007107JunJ3_Q7417.wpd
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STRUCTURAL ENGINE A
ii: .
Mar 26 2007 14:32 HP LASERJET FAX p. 2
02/05/2007 12:13 912898188' W HUNTER SAUSSY PAGE 01
W.Hunter Sammy
400E Johnny Mercer Boulevard Phone: (912)898-8255
P.O. Box 30597 Fax: (912)898-1182
Say Geo • 31410 Ems& WHSDRA, C •• AST. -
- Page l of 3
February 5,2007 (P
Fan Dietrib►utloni 1 Pig*
Tybee Lights Condominium Association Tim Adams
c/o
355 ran ACammercial Drive PHIL 5A-0s84 FX/1364-I
Savannah Georgia 31405 0 Hard copy via mail
Re: Review of CMU Foundation Piers
Tye Lights Condominium
Tybee Wand, Georgia
Geatkmen:
As requested,I have performed a visual,non-destructive review of readily accessible areas at the
above referenced location. The purpose of this review was to observe cracks in the existing crnu
foundation piers below the first floor framing within the existing crawl space. This review was
performed at the request of Tim Adams.
We were furnished two separate reports which previously addressed various structural distresses
at the building. The first report was prepared by SK Engineering and is dated May 27 1999 and
addressed both the seawall and the foundation piers. The second report was prepared by EMC
Engineering and is dated January 13,2006,and addressed only the piers. Adtlitionally,we were
provided with a repair option by Eagle Remodeling&Construction,Inc.dated January 25,2006.
The two engineering reports contain vary different explanations for the cause of the cracks in the
piers.
Based on my review of the piers,I concur,in part,with the conclusions and recommendations
contained in the SK report. The cause of the cracks is not a result of compressive stresses in the
cmu piers as stated inEMC report but are caused by spelling of the cmu shells which has
resulted from rusting and subsequent expanding of the vertical reinforcing bars in the piers.
Because of the porous nature of the anu,they are subject to intrusion of salt air or in this case,
actual salt water contact due to some past flooding of sea water into the crawl space(as repotted
by Tim Mains). Over tune with continued exposure,the reinforcing bars expend and easily
crack the adjacent cmu shells. The process accelerates once cracks are formed due to the
increased exposure of the reinforcing behind the cracks.
The building_is comprised of 4 bays.separated by three continuous cmu fire wall. The foundation
system for this wall as well as the pray is unknown.Most of the piers which are on the ocean
side of the building are covered with a stucco finish which has the protection from severe
salt exposure.
Based on my review,I noted that the cracks vary greatly in size and configuration with the
smallest crack being only hairline and the larger cracks being wroximately 1/4"wide with large
sections of cmu flsce shell displaced. I noted the following cations starting with the southern
most bay:
ript ligy(South gad 0ti 1.
Approximate nu o interior piers: 16
Approximate number of cracked piers: 7
Number of pier needing replacing:
STRUCTURAL ENGINEER - __
Mar 26 2007 14:32 HP LASERJET FRX �'' 3
02/05(2007 12:13 912898188' W HUNTER SAUSSY PAGE 02
W.Hunter Saeesy III,P.G.
400E Johnny Mercer Boulevard Phone: (912)898-8255
P.O.Box 30597 Fax: (912)898-1882
Savemiah,Georgia 31410 Emma wiisaR. wm cs@ccMCAST.
Page 2 of 3
gay Ogynp soup number of interi or piers:
26
Awroxhwft number of cracked piers: 13
her of pier needing replacing: 4
Third Vs(2 bay* pf south endl
Approximate number interiOr piers: 24
number of cracked piers: 12
uimber of pier needing replacing 5
Fpponrch ►(yor }end pf buiQ I
ornate numoer or interior
piers: 14
Apppoximate number of cracked piers: 8
Number of pier needing replacing: 1
My recommendations are as follows:
1. All piers and firewall foundation walls should be excavated down to the level of the
foundations. Use a low prmure wash to clean away sand,and other residue from
the face of the pie s(w Also,remove any loose or shell sections.
2. Piers which contain cracks greater than 1/16"should be repaired using an epoxy adhesive
injection system into the cracks.The surfaces should first be cleaned and prepared in
accordance with the epoxy/sealant marlufacturefs recommendations.
3. All piers and firewall Foundation walls should that be coated with a coating system to
seal the exposed faces of the cmu thereby preventing thither air/water intrusion. The
surfaces should first be cleaned and prepared in accordance with the epoxy/sealant
manufacturer's recommendations.
4. Piers in each bay which are severely damaged should either:
a: be removed and replaced or
b: begun oved by an additional 12"x 12"or 12"x 16"reinforced pier on 2 sides.The
horns which support the piers should be reviewed to determine that they are
large enough to support en adjacent pier on 2 sides. If they are not,,then the
existing pier must be removed and replaced. The two sides of the pier to be used
will depend on the direction of the framing over. We will be pleased to meet with
the contractor to verify exactly which piers should be removed(or reinforced as
ddscribed)as well as any other concerns which the contractor might have
regarding this scope of work. We have placed an"x"on the piers requiring this
improvement however the marks could wear off in a short time.
The number of piers which we recommend be replaced is indicated in the above tabulation.
Where new piers are added,they should be reinforced with a minimum of 4#5 vertical dowels set
in drilled holes filled with epoxy adhesive(minimum 6"embedment)in the top of the ex'
p
footings. All piers should be filled solid with grout(minimum 2500 psi 28 day strength)
dowels should be encased with#3 ties at 8" on center for the height of the pier. Where.piers are
removed and replaced, it will be necessary for the contractor to provide temporary shoring prior
to and during the removal of the existing pier. The shoring should remain in place until new
adjacent piers have been installed.
I would that the contractor selected should be experienced in this type of work.
Additior �the contractor should submit for the owners review,data sheets on the epoxy and
sealant systems to be used prior to construction.Contractors Depot in Savannah can also provide
recommendations on products which will provide maximum protection for the piers/walls.
STRUCTURAL ENGINEER
•
Mar 26 2007 14:32 HP LASERJET FRX p. 4
nas peen my pleasure to co 'ict this review and if I can be of any addi al assistance,please
do not hesitate to contact rne.
Yours
•
A 4
W. untcr Saussy, I °'. .
STRUCTURAL ENGINEER
W HUNTER SAUSSY PAGE 02
Q6r15r2QQ,7 10:35 9128981882
Fcr a?,Jc'P"G'Cof ce -e!ill;t1 eL: ..T I' ' LL e't' ,
SUPER THOROSEAL® 0 ti0 ,0 pec t (lit
!WATERPROOF Cf I11 CONSUMER
Super Thoroseal®Waterproof Coating is a powder,
cement-based waterproofing product for protecting .
concrete and masonry substrates.Easy to use,just add
water.Coating can be applied to interiors and exteriors,
above or below ground.Weatherproofs,seals out .
dampness with long lasting,decorative white finish. '
Resists low level hydrostatic pressures,stops seeping f '
water and cuts radon gas infiltration.Ideal for basement. :° .,-
foundation and retaining walls,concrete planters and
walls,stucco,concrete and cinder block,brick,sea wails :.j
and piers. t
Weather Guidelines .-
Do not apply to frozen or frost covered walls,or when
suBMm :
ambient temperature is below 40°F.
Application Suggestions 04 NOM' :: . Must NOT be 4
Thoroughly dampen the surface to make application of M MNQ W
Super Thoroseal®Coating easier.Apply as shown.Use a 13 REJECTED - applied to
tampico fiber brush to apply a thick coat.Coverage:35 lb. W HUNTER IN�PQ. : :painted surfaces.
container covers up to 105 sq.ft.,depending on porosity
__,.-.),..and texture. DATE: I 07 - ` f. ..
COMMENTS _
Clean&Prepare Surface - _ ''
Remove all dirt, loose particles or white powdery deposits 0.>
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cracks(including open joints)with Thoro Waterplug®.
Mix Thoroughly
Mix with clean water to a thick"pancake batter" Allow 12 hours between coats for drying time.Lightly
consistency-No more than 1 quart of water per 10 pounds dampen wall before applying second coat.Check the mix
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Brush it On Clean-Up,Storage,and Disposal
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06/15/2007 10:35 9128981882 W HUNTER SAUSSY PAGE 03
time Rez Epoxy Injection Resin-The C k Repair Solution Pa 1 of 5
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i' - In`ras'.ruc j e repair
4 Prime Rez Epoxy Injection Resin - The Crack Repair Solution
(Click on Product Name for Technical Data)
- - ' Structural cracks are repaired
,...--f.=, by filling the cracks with a high P kriefltiligtri :
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back together.The most
..«.F. .... appropriate injection resin is
determined by the width of the
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viscosity injection resins are
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higher viscosity injection resins
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usually require sealing the surface with an epoxy gel to insure that
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" "` 3 '" '"'` Procedures for Injecting Epoxy Resins into Cracked Concrete."
`"` Prime Rez 1000 High Mod
Li ,. 44 Because of its high strength and low viscosity,Prime Rez 1000 is our most
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:. � ASTM C-881 Type I,II,IV and V,Grade 1,Class B&C.
~"�"" PRODUCT INFO
%A.f. - , . Illagis Viscosity 300 cps
Compressive Strength(ASTM 0-895) 14,290 psi
Bond Strength(2 Day ASTM C-882) 3380 psi
Prime Resins, Inc. GALLONS Installation Method Pressure infection or Gravity Feed
2291 Plunkett Road Crack Size Up to W
Conyers,GA 30012 Type 1,11,1V,V
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or(800)321.7212 Class B&C
Fax: (770)388-0936 GALLONS GALLONS
.,L Prime Rez 1100 High Mod LV
1,,
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QUICK MIX
rr PRODUCT INFO
Viscosity 150 cps
IMil Compressive Strength(ASTM D-895) 8500 psi
Bond Strength(2 Day ASTM C-882) 2827 psi
GALLONS Installation Method Pressure injection or Gravity Feed
Crack Size Up to W
Conforms To:ASTM C-881 Type 1,11
Grade 1
httn://www.nrimeresins.com/products/primerez/index.php /13/200'
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-,' t, ,rya''
=` ``ULTR.A.BOND 1 300
TECHNOLOGy: ;r . Tech Data Sheet
,..... ::thC.:rs:Iv t':va axr APcaiiarS _=v_
Non-Sag Fast Cure Epoxy
Description: Ultrabond 1300 is a two component 100% solids, high aspect ceramic-
blend epoxy. It is a solvent free, high strength, high modulus, moisture
insensitive, non-sag epoxy system. Ultrabond 1300 is ideal for anchoring
and doweling in vertical,horizontal,and overhead applications. Ultrabond
1300 can be used in concrete,hollow block,brick and stone. it is ideal for
use in a wide range of temperatures from 35°F to 110°F. Ultrabond 1300
is an excellent choice where a high strength adhesive with maximum
field reliability is desired.
Uses and High strength anchoring and doweling
Advantages: Bonding agent(metal,concrete,brick,wood,stone, block)
Structural bonding of concrete to concrete
Mix with sand to make a trowelable mortar
Excellent spall patching material
Pick proof sealant for windows,doors,locks,etc.(Correctional facilities)
Perfect for horizontal,overhead,and screen applications
Crack injection scaler around ports and cracks
Moisture insensitive. May be used in damp environments
Classification: Independently Tested: Meets ASTM C881-90:Type 1,11,1V and V,Grade
3, Class A, B and C,
Packaging: Ultrabond 1300 is available in 22 oz.and 53 oz. dual cartridge systems.
Bulk sizes include 1 gallon,2 gallon and 10 gallon kits.
How To Use:
DUAL CARTRIDGE USE:Pneumatic and manual dual cartridge dispensing tools are available
for most cartridge sizes. Read and follow the complete instruction guide for anchoring
and doweling with dual cartridge systems.
Manufactured In The U.S.A. by Adhesives Technology Corp.
Revised: 4/25/05 1
Z 'd 2081 868 216:01 :W0dA 28:21 1002-82-eld54
BULK USE: Pre-mix each component"A"and"B°'separately. Then mix all of part"A"
with all of part`B" until a uniform gray color with no streaks is achieved. Use a drill on
low speed(400 rpm)for a minimum of three minutes. Make sure to scrape the sides and
bottom to thoroughly mix all contents. Mix the epoxy in 1:1 proportions. Mix only the
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TECHNICAL DATA FOR ULTRABOND 1300
'Shelf Life 2 years
!Storage Conditions Below 95°F
Color Concrete Gray
I Consistency(@ 78°F) Non-Sag
Temperature Range 35°F-110°F
!Mixing Ratio A:B(Volume) 1:1
Gel Time(100 gram mass(a7 78°F) ASTM C881. 8 minutes
'Water Absorption—24 hrs ASTM D570 0.286 %
Linear Shrinkage 0.004 cm/cm
Compressive Yield Strength-7 days ASTM D695 9,800 psi
Compressive Yield Strength-14 days 15,000 psi
Compressive Modulus Strength—7 days 190,000 psi
Tensile Strength-7 days ASTM D638 7,840 psi
Elongation at Break—7 days 4.5%
Heat Deflection Temperature ASTM D648 127°F I
Bond Strength—2 days ASTM C882 1,400 psi
Bond Strength—14 days 2,400 psi
Gel and Bolt tip Times lengthen u temperatures decrease and shorten as temperatures increase
Independent test reports available upon request
For technical support call: Adhesives Technology Corp. at 1-800-892-1880
Manufactured In The U.S.A. by Adhesives Technology Corp.
Revised: 4/25/05 2
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