HomeMy WebLinkAbout2015-01072 (siding) , CITY OF ORONO * 2 0 1 5 - 0 1 0 7 2 *
2750 KELLEY PARKWAY
DATE ISSUED: 08/2U2015
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 4645 BAYSIDE RD
PIN : 06-117-23-22-0009
LEGAL DESC : BAYVIEW FARMS 2ND ADDN
: LOT 001 BLOCK 001
PERMIT TYPE : MINOR ALTERATIONS
PROPERTY TYPE : RESIDENTIAL
CONS'I'RUCTION TYPE : SIDING
ACTIVITY : O/S BUILDING - UNDEFINED
VALUATION : $ 15,000.00
NOTG: WATER REPAIR TO STUCCO
APPLICANT PERMIT FEE SCHEDULE 278.81
BARRIER EXTERIORS STATE SURCHARGE(VALUATION) 7.50
510] HWY 55 STE 5000 TOTAL 286.31
ROBBINSDALE, MN 55422- Payment(s)
Minnesota State License#: BUIL-BC638205 CHECK 3373 286.31
OWNER
SIMS, ERIC& EL[ZABETH
4645 BAYSIDE RD
MAPLE PLAIN, MN 55359-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant perniission for additional or related work which requires separate
perrnits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if cons[ruction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any[ime afrer work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any ti or due cause.
8r21 �< <� , ,
Appl ant Permitee Signatu Date Issued By Signature Date
, City of Orono
' Building Permit Application for Maintenance / Replacement / Remodel
(i.e. windows, doors, siding, re-roof, etc. — NO STRUCTURAL EXPANSION)
�O�O Mailing Address: Permit number:
PO Box 66
Crystal Bay, MN 55323-0066 Date received:
Street Address: Received by:
y G` 2750 Kelley Parkway Plan review fee:
F Orono, MN 55356
l�k�SH��� Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (P/ease print)
GENERAL INFORMATION:
Job Site Address: �-) (� `I `J 1if=1 Y S 1 p E (�C t"� U
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes '� No
If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR I APPLICANT INFORMATION:
Name: �jN R IZ 1�� �. X T� i� tC'12S
State License# Expiration Date:
Lead Certification Number: N;�T- � Z Z ;rJ� _ � Expiration Date: 3 � i y ' ZL, ,1
(for work on homes that were constructed prior to 1978
Phone: (cell) �,j 2 - �j(9 � - 2 'L 3`� (office) �(r� - ��y� - l C�C��
Mailing Address �;�L � F��,. r�c �j�-� C City: r.1�j ZIP: C�cJ�� Z 2
Contact Person: ,p� N L F� v M A 1.►N Applicant is: ontractor / Homeowner (Circle One)
Email and/or Fax: '� 1 C����i�Qr� n C`_'' St,�:�Sc='� �� � ���' �
PROPERTY OWNER INFORMATION:
Name: � (z.I C `� �Nl S
Phone (day): (o� 2, C�,-7C�' - Q' 3 ��(c
Address: �t(o Ll �j }�,�i Y S i I� � i�C Y� i� City: M A P�� t�L F�i i�l ZIP: C�C j �F,�
Email and/or Fax: e���� m 5 � y 0..h ac . Cc m
PROJECT INFORMATION: Overall project description: MG+5�;�t 1� � �F�C�� I"� L �� �� TC `;�:'cCG
Type of Project: Any earth movement may also require
❑ Door(s) ❑ Remodel ❑ Fire Damage MCWD review&permits:
❑ Re-roof,asphalt ❑ Repair ❑ Storm Damage Minnehaha Creek Watershed District(MCWD)
15320 Minnetonka Blvd
❑ Re-roof, cedar ❑ Restoration �Water Damage Minnetonka, MN 55345
❑ Re-roof, other(specify) ❑ Siding ❑ Other: (specify) Phone: 952-471-0590
Fax: 952-471-0682
❑Window(s) www.minnehahacreek.orq
Estimated Construction Valuation of Project(excluding land) $ �5,C��
APPLICANT ACKNOWLEDGEMENT:
. Agrees to provide all information required or requested by the Building Department;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to
reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data.
Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this informa' is to annually update our records and records of other governmental agencies required by law. If
ou refuse to su I the i mation the a lic tion ma not be issued.
Date: ��?� Z�' 1 ��
ApplicanYs Signature: — - «� �
Owner's Signature: Date:
Last Updated:January 2015
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Interpreting Moisture Levels Further Investigation
Wood/Fiberboard/OSB(Stale 1) Further Investigation is needed to determine the cause of the actual damage in order to understand the extent
19%is the moisture level construttion lumber must have when removed from the drying kilns.After and smpe of repairs.Further investigation is also performed to collect proof of damages in order to settle a daim
consVuction has been completed,the wood frame of the home will continue to dry and stay dry if not and[o verify the accuracy of the report This is done by removing a piece or plug of the exterior siding to inspect
exposed to moisture intrusion. the structure behind the dadding.Once ezposed,we conduct a"fo�ensic inspection"to identify and document the
, cause and extent of the damage.Every effort is made to limit any damage created during the investigation.
6-15%: Normal dry readings in sound firm wood or fiberboard shea[hing.
We do not recommend the practice of cutting inspection holes in the interior walls of the home to discover
15d9%: Readings in this renge show slight moisture invusion,a small leak or limited exposure with the damage.Due to the way that homes are construc[ed,an interior cut may not reveal damage that an exterior cut
ability to dry would expose,Only exterior cuts will reveal the cause of the moisture intrusion,and repairs will typically be
required from the exterior to correct the cause.Interior wall cuts will breach the vapor barrier,allowing trapped
20-26%: Moisture at this level is a sign of moderate moisture intrusion occurring through a larger leak or mold spores,if present,to be released into the home.Interior cuts should only be made as a tast resort.
as a result of limited ability to dry quickly.Identifying how moisture is entering the wall and stopping the
intrusion can prevent damage to your home.Cirded blue areas show moderate moisture intrusion.At this Repairs or Maintenance
level,maintenance procedures rypically remedy the issues. There is no such thing as a maintenance-free home,Homes need to be caulked and in some cases Flashed to help
prevent moisture intrusion.While caulk should not be used as the primary stop-gap for moisture,it is often the
�27-40%: Areas with moisture levels greater than 27%over periods of time have or eventually will have easiest way to stop water intrusion after the home is built.A professional caulk job should give long lasting results
�moisture damage.Circled orange areas show where higher levels of moisture were found and where with minimal maintenance.Depending on the type of siding,flashing can often be installed without major repairs.
. structural damage is highly possible OR UKELY.
Minnesota 10-Year Warrenty
None:The sheathing in areas where moisture intrusion has been occurring over time is iikely to have If your home is under 10 years of age or has been remodeled within the last 10 years,you may have the right to
sustained structural damage.Deteriorated sheathing not strong or firm enough to probe causes the test request that the damage be repaired by the 6uilder or the builder's insurance mmpany. Repairs for moisture
probes to easily punch through to the wall cavity behind.With no material to probe,the moistwe reading damage can be very expensive and may have devastating effects to the value of your home.If moisture issues
wiil be noted as 0.In areas where a stud or other material is located behind the deteriorated sheathing,a were found during this test,we recommend consultation with legal counsel to determine your rights for a claim
moisture reading will be taken in the stud or the wall cavity and noted as,for example,12/None.Cirded against o[her parties.CMT will gladly provide a lis[of a[torney firms practicing in the specialty of construction
red areas show where the inspector has assessed the areas ro have structural damage. defect law who are familiar with home moisture intrusion.
Gypsum Board/Sheetrock(Scale 3) Be aware thot there are many legol deadlines you must meet when jiling moisture intrusion daims agoinst o[her
0.1-0.6%: Normal dry readings. parties.
'0.7-1.5%:Readings in this range mean moderate moisture intrusion is occurring.Identifying how mois[ure
is entering and sropping the intrusion is necessary to prevent damage.Cirded blue areas show signs of
slight ro moderate moisture intrusion.
�� 1.6-50%:Areas with moist�re levels greater than 1.6%have or eventually will have moisture damage.
Cirded orange areas show where higher levels of moisture were found.
None: Areas where moisture intrusion has been occurring over time are likely to have sustained structural
damage.Deteriorated sheathing not strong or firm enough to probe causes the test prohes to easily punch
through to the�avity behind.With no material[o probe,the reading will be noted as 0.Cirded red areas
show where the inspector has assessed the areas to have s[ructural damage.
Weather Consideretions
Meteorological mnditions affect moisture measurements in various ways,all of which are factored into our
assessments.After a rain,leaks in[o the wall system will lend higher moisture readings.These higher readings if
given the opportunity to dry before the next rain will change to lower readings.During drought conditions,it
becomes necessary to rely primarily on the damage assessment and visual observations[o determine points of
intrusion.Colder weather also tends to result in slightly drier readings[han in the warmer months.High humidity
levels do not typically affect moisture readings unless long term high humidity levels are maintained.
� ' CMT � ' CMT
CERTIFIE�fT1015TLRE TESTIf1G CERTIFIE.7 TOISTURE TESTIf1G
Project Information
Property Address 4645 Bayside Road,Maple Plain,MN 55359
Owner Information `'� '
+xy.
Owner/Seller name Eric Sims � . �
Owner/Seller's Phone 612.670.0336 � � ,
Owner/Seller's Email Address epsims@yahoo.com � ����. _ �
. . . �r�.'�'�..,
Property Infarmation � �
Type of Exterior Stucco � '� '
Age of Property 2001 . ��
Square Footage 6250 :,;�,� ��. �„� � � �� � � €
Stories 1 Story Walkout � � . �" ,-���.�si`� �-.�'� �i�
Type of Windows Andersen Doubloe Hung,Fixed,and Casement � �� se g �. �q � M y �,. � # �
Color of Siding q24 � "" �� ' � ��.r�
, .�
,.
Direction Front Faces North ' � � �'� �, ��.� � ��� � �'����
Areas Previously Tested? No � , �
�k�`z . : .. g?
Areas Previously Remediated? No �: ' .S`-�`• ; # r
.. ,,.��"' ' �_� � w!C �' ...� '�s..k�.� ��.
Inspection Information • �'�" � � �� - =-'�� �'� '�, A��
Date of Inspection September 11,2014 � � .� �� ��� � '
Inspector Alan Powell , . �
Present at Inspection — � `��"�� _ �'" �, ' ?��y
Time 2 Hours "^5*� � �� ��.,,-" +'�� �g ��. � � .
�rq
Weather Overcast 56F �,�.�� _��.�,,.�.�� $� : ,,, 3 '�-�� ��,.,����.�1°`
Climate Conditions Last rain:9�10/2014 �,�� ��, v � `�.��qr�„""�
k`'.�
������� Moisture Sheathing
Monitor kem Description Condition/ Observatians
Site Readings SRT Reading
1 Wndowr,omerormullion 11 Pirm
2 Wndowcomerormullian 9 Flrm
. 3 Wndowcomerormullion 11 Firm ���� � � �
4 W ndow corner or mullion 13 Firm
5 Wndowcornerormullion 12 Firm
6 W ndow corner or mullion 13 Firm
4645 Bayside Road,Maple Plain,MN Pa9e 2 4645 Bayside Road,Maple Plain,MN Page 3
h' CMT ^' CMT
CERT"iFIEi7 TOISTURE TE5T1(1G � CERT7FIE:7 TOISTURE TESTIf1G
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� �� 1)Roof tPrmmaUon wrth kick out flashin 1 Aaent band is not caulked. T
M8#` �%� � � � � ���. � �� B J ( Ypical)
• � � �� added.Faaa is not embedded in the stucco.
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�ocation/ sheathing 1)Valley flashing is present and extends 6)Porch joint is not sealed.
Moisture beyond the wall comer.Soffit and facia
Monitor Item Description Readings Condition/ Observations
Ske SR7Reading Contact the roof.
1 RoofTermination 12 Firm
2 4'Below Site 1 10 Firm � � � .`� .., .i" '�'''F
3 Windowcornerormullion 75 Firm � �� ���� �
4 Window corner or mullion 12 Firm _ .� I ' � _ _ , '
,;
5 Windowcornerormullion 10 Firm ' " � ' �
, e • � . ,< .
__ _____ ,., �. . .
------ ,
� 6 Porch joint 11 Firm � � . . t, �
_. ' . � ,.,,,»,'«F � ., •
7 Porchjoint ��. 11 Firm ...� .. ...... . I�� :4-��.. . � ��-��y��. . � .
i/'k'� �t����
: •. . � = � �
9 Window comer or mullion � 9 ' Fiim �/'f �'" � , ��, �
10 Windowcornerarmullion 11 � Fvm �� f/
. .... .. . . .._.. . . ..._ .__ I� �S� ,i ,���x ,� .
11 Window corner or mullion 11 Frm L_______________ ,_________. ' � % � ' - > >'�
�_.__— __-. .._
iz RootTermination t5 Firm 8)Wood terminates below and behind patio. 8)Sheathing damage-dark stained,wet,
13 4'Below Site 12 � � �, 10 � Firm ��� and deteriorating.
14 5'Below Site 13 .-...... ���.. 17 Firm . .. .... . . ... ...... . -.-..
. ..._.__ .. ...______._ .
... ....... .. ..._...... ... . . .__ .
4645 Bayside Road,Maple Plain,MN Page 4 4645 Bayside Road,Maple Plain,MN Page 5
^ ' CMT h' CMT
CERTIFIE�TOISTURF TFSTIf1G CERTIRE�7 fT1015TURE 7E5T1f1G
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S)Stucco terminaCes a�bove grade but below 12)Roof termination with k���b���i i ,�.I,��,��
the patio. added.
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Readings ��.
Ske SRT Reading
1 Wall 12 Firm �
2 W211 17 Firm
4645 Bayside Road,Maple Plain,MN Page 6 4645 Bayside Road,Maple Plain,MN Page 7
1
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Readings
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. 3 1'Below Site 2 '� 12 Firm
�, 4 Windowcornerormullion 11 Firm �
'� 5 �Window cornerar mullion � 13 Firm
4645 Bayside Road,Maple Plain,MN Pa9e$ 4645 Bayside Road,Maple Plain,MN Page 9
^' CMT ���E�EMT TEST,��
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Monitor ttem Description Moisture Condition/ Observations
Site Readings SRT Reading
1 WinAow corner or mullion 7 Firrri
2 Penetra�ion 7 Firm
� 4 Windowcornero�mullian 14 Firm
5 Wndowcornerormullion g Firm
. _... ..._.. ..._. __.__ __.:
� 6 Wndawcornerormullion 10 � Firm
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� 8 Window comer or mullion 7 Firm �
� 9 Wndowcomerormullion '. 10 Firm ��
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4645 Bayside Road,Maple Plain,MN Page 10 4645 Bayside Road.Maple Plain,MN Page 11
^ ' CMT j�,� CMT
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Site SR7 Reading I
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2 4'Below Site 1 40 Firm !
.. .. . . _. _. . .._. __ __ . ._.... .. ..�
3 Windowcornerormullion � B Firm �
�� 4 Windowcornerormullion g Firm � � i
5 Deck Corner 13 Fiim � I
8 Door above ihe deck-tested under deck 12 Firm ' ���,
9 Door above ihe deck-tested unde�deck 10 Firm � I
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4645 Bayside Road,Maple Plain,MN Page 12 4645 Bayside Road,Maple Plain,MN Page 13
� 1 `MT ��",c r,i�FiF�>�tii�rHe- iFSrina
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caulked,with open gaps.
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cracked. cracked.
4645 Bayside Road,Maple Plain,MN Paqe 14 4645 Bayside Road,Maple Plain,MN Page 15
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Deck is flashed and ledger is not caulked.
4645 6ayside Road,Maple Plain,MN Page 16 4645 Bayside Road,Mapie Plain,MN Page 17
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Location/ � Sheathing �
Manitor kem Desuiption Moisture �ondition/ Observations
Readings
Ske SRT Reading �
1 Window comer or mullion 9 Firm
2 WinAowcornerormullion � ' 8 Firm ��
.. . . '!. . . ____ ._. _... _.__. ___a
� 3 Windowcornerormullion 17 . Firm � �
4645 Bayside Road,Maple Plain,MN Pa9e 18 4645 Bayside Road,Maple Plain,MN Page 19
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provisions. In the event of a breach or default by the Owner of any payment or term of this Contract,the Owner
shall pay to the Contractor all costs of collection, including reasonable attorney's fees and expenses incurred by
the Contractor in an effort to enforce its rights hereunder.
ARTICLE 3-
PROPOSAL
SCOPE OF WORK AND COST ESTIMATE
3.1 The scope of work and cost are as set forth in the Project Plans, Specifications and Bid("Plans")
attached hereto as the Proposal.
Estimated Start Date: TBD
Estimated Finish Date: TBD(estimated at X-X weeks completion)
Special Note: Sunset CG was contacted by Eric Sims(owner)to assess inspection report conducted by
CMT. The following scope of work is developed to address concerns within report.
There are generally three repair strategies to consider(option 1 considered here)
1-Retrofit Stucco Repair(3'd party warranry available-subject to review)
2-Complete Tear Off(improve wall design)and install new siding on all sides
3-A combination of one and two if one elevation is catastrophic and the rest are
performing well.
Option 2 for a house of common size with stucco all four sides will likely exceed
$100K+depending on options. Option 1 tends to come in a 30-40%of a full
redo. And of course option 3 expenditures come in between 1 and 2(approx 50-
60%of option 2).
Option 1 is ideal for those houses that appear through inspection and engineer
review to be 90-95%healthy. With significant savings for retrofit repair,there are
down sides where by the areas that appears to be dry via report,aside from
maintenance(i.e. CaulWSeal)remain to have design flaws(poly in wall, no dam
sill effort in rough opening of windows, etc.). It is our opinion (backed up by
M WC protocol)that not every house requires a compete tear off and redo.
If the house is ever brought into litigation,there are items lawyers can bring up
that could be considered"not up to code"(far example two layers of 15#felt vs.
two layers of Grade D)when the home was originally built. This could have a
negative impact whether the code in question is valid or not. It is important that
the home owner understand the risk/reward associated with a retrofit stucco
repair vs.compete tear off and redo.
If you wish to invest in exploring liability/code related issue, Sunset CG can offer
a handful of Engineer Level resources and lawyers who specialize in moisture
intrusion litigation. Sunset CG in good faith educates the(current)homeowner
what topics the engineers and lawyers are focusing on,to help make an informed
investment decision and desired repair strategy.
Sunset CG is not responsible for areas outside of our scope of work.
Bottom line,the cost benefit of a retrofit stucco repair does have its trade offs,
and it is the home owner's responsibility to learn what they are prior to deciding
www.sunsetcg.com 753.546.1100 Phone 762.535.9225 Fax mroach@sunsetcg.com
Page 4
. __- __
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3.1 Demolition(Generally, moisture readings above 20% or"damage/missing substrate"notation within
inspection report dictates removal of Stucco basecoats to expose sheathing or flashing) �
- Demo Stucco at Grade(P.4, Location 8) �`
- Option to make correction/protection to stucco to porch transition in affected area or along the entire ,\
porch(P.S, Detail Photo 8) ��
- At grade area(P.7, 3)onsite will determine nearest point of relief(start/stop points) '
- Option to remove stucco trim and get to window(window is borderline reading so option to
caulWseal and monitor before intrusively digging into this area(P.9,2)
- Option to remove stucco trim and get to window(P.11,3)assuming its window down and not at grade
up issue. Also it borderline reading.
- Demo end dam location likely down to grade(P.13, 1-2)determine if it's just the end dam location or
the extends beyond in to deck ledger as a whole. �
- Investigative cuts to arch terminations(P.13, 6-7). This could be a number of causes, demo will hel �
us determine what the issue is and what a solution may be. To affected areas or to rework all 6locati s.
- End Dam location on other side(P.16, 3-4)down to grade.
Posdpillars are a bit of an unknown until we dig into one or two.
�
3.2 Carpentry repair of stu s, s necessary.
- All areas noted above(assess interior damage once opened)
-The inspection report does not indicate catastrophic damage("soft of missing substrate")
3.3 Retrofit-DamSill, Kick out Flashing, Flashing(other)
DamSill-Pull and reset window or cut in Drain Pan System under Window
- Window Count=XX Units, XX total sash,X doors. 5-6 of XX units requires dam sill'd.
Dam sill is not required on any given moisture readings less than 20%and no damage or missing
substrate under window.
Caulk and seal all other units with future testing to monitor areas.
Future budget$750/window if required to retrofit dam sill in the future should additional
reading show moisture.
(0-2 windows)
Kick-out Flashin�-Cut in and install RainTek/Sealed Galvanized flashing.
- Primary's-No kick outs per flat roof design. Cap wall connection to be caulked/sealed.
- Secondary's-Common to leave status quo.
N/A Appear to have been installed
Deck Flashing/End Dams
-There are is on area where deck ledger appears to be failing,under what we call an end dam location. It
is assumed the rest of the deck ledger is performing outside of this one area.
(2 areas)
Roof Flashin�-
-No flat roof or dead valley issues presented within report.
N/�4
Below Grade-
- Although below grade stucco is not ideal considering current building practice/codes,
correcting the issue in a hard coat(vs. EIFS)stucco setting is not always a feasible
option. Especially when considering the need to correct the issue around the entire
house. For the most part,behind the below grade stucco is concrete(block wall or
www.sunsetc�com 753.546.1100 Phone 762.535.9225 Fax mroachC�sunsetcg.com
Page 5
poured foundation)therefore little damage can result. However, if it is determined that
the plate line is low enough that the wicking affect can reach the plate line above
(moisture reaches lumber)then corrections do need to be made. There a two natural
options in this situation: One being to move the exterior grade down while improving
slope and drainage. Second is to trim the stucco up, protect the plate line transition and
install the weep at the desired height of 6"above grade.
There are 3 potential areas were stucco at grade meets front stoop or concrete patia lt appears some
coorection is required,we just don't know how far we need to go till nearest relieve until both onsite
and/or have a chance to dig in. Allowance provided.
(stardstop???)
3.4 CaulWSealants-Clean and Caulk
- All windows(miter and mullion joints) Window Count=approx. XX windows,X doors
-Minor Breaches(Outlets,hose bibs,fixtures, downspouts, shutters)Count=3-5
- Cracks in stucco or banding(if apply)
Full caulk (Anderson Window-no miters)
* +/-T&M with existing caulk. May or may not remove easily.
3.5 Stucco Patch and Refinish- Match color and texture as best as possible*
(*the application of Elastomeric paint may be required to cover existing and patched stucco)
-Areas listed above. Exact size of patch azea undetermined until demo begins.
- Finish match, Elasto paint stucco(see below)
(Arch pillars?above)
*Spray Texture discussion.
* with traditional base coat and traditional finish coat(cement based)and exact color match to finish
coat in a spot repair basis is essentially impossible. As well,there is a curing process that is required
for the finish coats to pull the color back after turning stark white during initial drying phase. Photos and
verbal description of this process is available to any/all parties interested.
3.6 Gutters- Installed on all areas possible-
-Given the stucco/moisture intrusion issue is created by bulk water and stucco is below grade and along
roof-lines. We recommend gutters wherever possible to control the bulk water away from the stucco
walls and foundation.
Estimate TBD if needed
3.7 Window-
- Per report it is assumes all existing windows are in good working order
N/�1
3.8 Elasto Paint
-This is acrylic finish, sand pebble. Matt Roach will offer a verbal description of what the
patching/matching process will be like within the affected areas.
(part/affected areas)
3.9 Misc.Expense
-Dumpster,Biffy, Permits, Project Management.
www.sunsetcg.com 753.546.1100 Phone 762.535.9225 Fax mroach@sunsetcg.com
Page 6
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