HomeMy WebLinkAbout2006-P09781 - addn/remodel/repair - PERMIT
CITY OF ORONO
,?.750 Kelley Parkway- PO Box 66 Permit Number: po9781
Crystal Bay, Minnesota 55323 Pel'mlt TypG: Addition/Remodel/Repair
(952) 249-4600 Date Issued: 4/27/2006
SITE ADDRESS: 1900 Fox Ridge Rd Unit#
Long Lake,MN 55356
P��� 03-117-23-13-0009
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential
Census Code 434
Permit Class: Building
Permit T e: Addition/Remodel/Repair Permit Sub-type(s): Addn/RemodeURepair
YP
DETAILS:
Approved per resolution#:
Separate permits required: Electrical(state)
NOTICES/REMARKS:
Repair Basement Foundation,Replace LL Windows,Insulate&Sheetrock Basment
FEE SUMMARY: Pernut Fee: $ 431.65 valuation: $ 28,555.00
Plan Review Fee: $ 280.57
State Surcharge Fee: $ 14.30
TOTAL FEE: $ 726.52
APPLICANT: Thomas&Margaret Grady OWNER: Thomas&Margaret Grady
1900 Fox Ridge Rd 1900 Fox Ridge Rd
Long Lake,MN 55356 Long Lake,MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQU[REMENTS.
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1 ��t'_�(�6! _`
APPLICANT ERMITEE S[GN U ISSUGD BY SIGNATURE
Copies: 1-File(Signatures Reguired), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
, /
Total Fee: $ ���� � �� Date Received: ���`��=1�1 -,���,(c�
Entered By: _i '�� Permit#: {�,� `? '�,i ��
CITY OF ORONO - BUILI)ING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print�IL infor�nation)
------------------------------------------------------------------------------------------------------------------------
THE APPLICANT IS: (circle o�ze) �OR CONTRACTOR
JOB SITE ADDRESS: `��°U ��(��J� ZIP: ��
(��'ti��
Will this be Parade of Homes, Remodelers Showcase Home or other Display Home?
❑ YeS o If yes, a special eve��t per•��rait is r•egi�ir•ed with Po(ice DeparU��ent and City Coamci!approva!
60 days prior to the event. Shtdtle bus se�vice will be reqa�ired unless applicant defrronstrates
sarfficient on-site pczrking is avnilable. Non-per�rrlitted events ti-vill not be allotived.
NAME OF OWNER: �-S �-'� < <'"�- � ' °``�'`( PHONE: (home) �S �-- � l �"d � �
(work) —(3� �
MAILING ADDRESS: ��(�� f-�C �Lc�.F��-�� CITY: �ovt.o ZIP: S'�r3 S�
CONTRACTOR: �'3 g ,J -S����c����� 5 ��..� C . PHONE: C i Z � 7 c; 3 � 3 �3 7
CONTACT PERSON: S`� r� �Fq-���� MOBILE/PAGER:
MAILING ADDRESS: '4'�C�S.Z N:}rv��'� F}v-c. CITY: /�",�t\l�.ti ZIP: �; '' �3!
STATE LICENSE: # EXPIRATION DATE:
ARCHITECT/ENGINEER: (1')r�T�i���v �'►1 Fa L ;��Z n, �, �� PHONE: (� I z -4:�1 - 7 � �5
MP_��TNG A�D�SS: C +J. 3"� 5� �w.� � c CI��'. �I I/v T�'L6�o}� , ZIP: 55''i a �
NAME: A:4 v;-d� /►l o�t �c;��•.�(c. REGISTRATION: # /'�l 7•S(
TYPE OF WORK: New Home Addition Accessory Structure
Move Home Remodel/Alteration (ie: Siding, Windows) �_
Any earth movement may require MCWD review and permits !
PROPOSED WORK(describe i�z detai�: ��e..��.-,.��° �F}Si r�£N��' i=C���_,v�{«}+ cn,� �'C
�,���: w �r�-� s�GcS /�E��.R�t �.Qw��.� �.�.v�z� W , ti�a��,� �:; �-�. ►�►a�z�.��. �,,,zz�, ts
�N1�:�..\��r � 5ht��r�zc�cK B�sErr���t.'� Ff}o�; l� (�c�,�:��jt� �.•:.�� ExS;si-�-N,� F►2o,��� ��r.�h
STORIES: SQ.FEET OF EACH FLOOR: r o::�
NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DETACHED
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ Z � � �s �
I hereby apply for a building permit and 1 acknowledge that the information above is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City and with the State Building
Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be
in accordance with the approved plan.
APPLICANT'S SIGNATURE: l�` DATE: � � b
��D�f�'1�'�x�- � -
��
Scc.13.0�t RIGHTS OF SUBJECTS OF DATA
Subd. l. Type of data. The rights of individual on 4vhom the data is stored or to be stored shall be as set forth in this section.
Subd.2. [nfonnation required to be given individual. An individual asked to supply private or contidential dataconcerning himseffshall be
infonned of: (a)the purpose and intended use of the requested data witltin the collecting state agency,political subdivision,or statewide system;(b)
whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply
private or confidential data;and(d)the identity of other persons or entities authorized by stare or federal law to receive the data.This requirement shall
not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer.
The commissioner of revenue mayplace the notice required under this subdivision in the individual income tax or propertv tax refund
instructions insfead of on those forms.
Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shail be infortned whether he is the subject of
stored data on individuals,and�vhether it is classitied as public,private or contidential. Upon his further request,an individual who is the subject of
stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shal I be informed of the content and
meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for sir
months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The
responsible authority shall provide copies ofthe private or public data upon request by the individual subject ofthe daca. The responsible authoriry
may require the requesting person to pay the actual costs of making,certifying,and compiling[he copies.
The responsible authority shal I comply immediately,if possible,with any request made pursuant to this subdivision,or within tive days of
the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compiiance is not possible. [fhe cannot comply with the request
within that time,he shall so inform the individual,and may have an additional tive days within which to comply with the request,excluding Saturdays,
5undays and legal holidays.
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of publ ic or private data
conceming himself. To exercise this right,an individual shall notily in writing the responsible authority describing the nature of the disagreement. The
responsible authority shall within 30 days eithec (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of
inaccurate or incompiete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in
dispute shall be disclosed only if the individuaPs statement of disagreement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuan[to the provisions of the administrative procedure act relating to
contested cases.
DATA PRIVACY ADVISORY
In accordaitce with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your rec�uest
for a pec-mit or license from the City of Orono or any of its departments may require you to furnish certain private or
confidential information.
You are notified that:
l. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary to
process the permit or license.
4. If your requested permit or license requires Council action to approve, some information may become
public.
5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself.
6. Your full name is required to process this application or permit.
First Middle Last
Address
City State Zip Phonc
I understand my rights as stated above. �
�� � i
�� �'��- �� �� �
Sign�ture
Reset Form 3?
CHEC�K OFF LIST FOR ISSUANCE O�' PERIVIITS
FOR OFFICE USE ONLY
ADDRESS 0�2 LEGAL: 15 0o r o� �2�r���= iZo'� - --
PID:
DESCR�'1�IO�i OF WORK: F'o��.o �e.-' /� �i/t �✓�� � ' ' ,�'9''t
----------------------------------------------------------
ZOVI�IG REVIEtiV BY: r--- — C�---- _ DATE APPROVED: y-Z6•o�
BUILDT'i�tG REV���Y BY: DA T E A P P R O V ED: y•r� •d�
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes r/' No
PLAN REVIE`V � Yes c�' No SE`�R C0�INECITON
STATE SURCHARGE Yes ,/ No `VATERCONNECTION
INVESTIGATION FEE Yes No � PARK FEE
SAC Yes No �/ SITEINSPECTTON
Number of SAC Units OTHER (specify)
---------------------------------------------------------------------------
ZO��IG CHE.CK LIST Zoning Discricr. .�v G ti`�i"�P
Fire Department: Pos[O�ce: School District:
Lot Area: Sq.ft. Acres Width DeP� —
Survey Submitted: Yes No Date of Survey:
Proposed Setbacks:
Front (Lake): Right Side:
Rear (Street): Left Side:
Adjacent Structures: etland:
Buildin� Heighc: Def. Hgt. eai:Hgt.
Lot Covera;e:
Grading: Staff Approval Date: Council Approval Date:
Septic: Scaff Approval Date: BY�
Zonin' Fi.le: # Resolutioa: # Resolution Date:
Shoreland District:
Avg. Setback: Bluff Secback: L.ot Coverage:
Ez.istinQ Proposed
a
Hardcover: 0-75'
75-250'
2�0-500'
500-1604'
Hardcover Variance Required: Yes iv'o Date oi Council Approval:
RE`L4RKS (in house):
SUII�DING REV]Etiy CHECK LIST
�C: (z• 3 CONSTRUCTION TYPE: VN
Sq Footage $ Per Sq Ftg
Basement x =
lst Floor z =
2nd Floor x _
Garage x _
x =
TOTAL
Estimated Construction vaIue: $_ Z�,SS'S o0
Inspections Required: tiVork Requiring Separate Permits:
Site Plumbing Fire
Hardcover Removal Mechanical Water Connection
Footing � Septic Sewer Connection
�_ Framing Fireplace Lawn Irrigation
�_Insulation (Masonry) Other
Wall Board (Mfg.) Well (State Perm.it)
_.�i F�� Grading/Filling _p�Eleccrical (Scate Permit}
Ocher
REMA.RKS (IN HOUSE): ~
--------------------------------
REVIEtiV BY OTHERS: DAT'E:
Access: Ezisting New
Access Approval: Date By;
-------------------
REI�IARKS (TO SE NOTED ON PERiI�IIT�:
8
�
- ! �•�+ y�{.a t� }�+y:
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N�s'!4 t�,°A� k�C
Mattson Macdonald Young �'�
=� "t� %
structural engineers �
Basset Creek Business Center
901 North 3rd Street, Suite 100 � •
Minneapolis, MN 55401
612-827-7825 voice
612-827-0805 fax
memorandum
C6TY J:� ''F"::���
Date: April 21, 2006 ��`E�� `_��V .`'-.p� ��1_ 4A�
I,r`1' �^ S.� _ . _ -----
To: Tom Grady � __M z�-n(o _ __.^
From: David Macdonald �`�p� � � " �
}JC . . . . . ._ . . . . ... : ., . . . . ��I i r't�
/—'�
Project: 1900 Fox Ridge Road � ' ���
._ .. . . . . .. " ., .,.. . F'.. ...�
Proj No: 06222 .. . .:, . . ,.., . �s ;co;:3
Subject: Foundation Wall Repairs , � � � '' ��
,-, . . . . ..... _ ., ...,�r�.
I�::;�i'r',!���'�..�+r'd :i�i l:iv �i i c.4i a�'L l:�VILS
Tom:
As you requested, I have visited the above site and observed the condition of the south foundation wall at the
basement of your home. I observed that movement and distress of the foundation wall has taken place in
the area adjacent to the two windows in the family room at the Southeast corner of the building. It was my
opinion that the distress may be related to frost heave and movements of the wall in the area of the window
well that serves the two windows.
I have performed calculations in accordance with the Minnesota State Building code for repair methods in
treating this wall. As a result of my calculations, I have prepared three drawings that illustrate three options
for repairing the wall. The drawing number three contains general and project specific structural notes as
well. The project specific notes indicated some of the measures that should be taken to limit the water that
may be aggravating the frost conditions at the building foundations.
Any of the three options will reinforce the wall, resist the anticipated lateral loads and will permanently
stabilize the movements that have taken place. If you have any questions concerning the above, please do
not hesitate to contact me.
Sincerely,
Mattson Macdonald Young, Inc.
�„� � � I hereby certify that this plan,specification or report was
� prepared by me or under my direct supervision and that I am a
duly licensed Professianal Engineer under[he laws of the State
of Minnesota.
David H. Macdonald �� y ��
David H.Macdonald P.E.
4/2U2006 MN Reg.No. f4751
r,;r;�n�l-�t::�.:;o: i�'�it�� 1 :.� �
—_, /
(N r�� C�-o �,�S �
NEW HEADER: 3-LVL A �� 3°��
4'MIN BR6 EA END. O���O� � �� i..;,,
EXISTING FLOOR GROUT 3 GR5 BELOW 1 �) S� _ _
FRAMING
BR6 MIN. �T ;��?`
'
� 3-I 3/4'X 11 l/B'LVL � PfO�BLC NOLP.S
ExGavate 5011 I�Nindou tiell to 6"below the r+indoN sill elevotion.
I � Burt�4"of rlC�id insulotlon withln area aF wlndow well to enllAnGe Frost protectlon
� � i I �. __� af the existhg Footings beloN.
� � I �� I Re-grade rnd landscape areas surramding the building Foundation o[cjrade level
i � � � ' to eru.ovroge Nater rvnoFF to travel away From the bullding Fo�mdatlons. Gheck
OPENING � � OPENIN6 � i �� � and repalr all yutters and doNnspouts to route water away From the bullding.
� - 1-
i I �T Patch all cracked and damaged masonry units. Replace uNts or cjrout vnits solid
� � j i � where cracks ard dlstress does not recluire replacement oF the vnit. Tockpoht n $
cracked mortar)olnts. q a
� I DEMOLISH EXISTING MASONRY—j I I j o C �
I t � I I ,� �,��e S 2
vS� (3oTo��t/�iZ pc�—T�iL o �
�'
REINFORGE WALL REINFORGE WALL r o o a
WITH DBL 2XB� WITH SINGLE 2X8 � o OJ�O� SN f�s
a` 0 O
I6"o/c � 16°o/c
SEE Dl^Y�52 5EE DWG 52
W�LL ELEVATION �g� � �
�� �
S � �
STRUCTURAL N07ES K��� �ri
EXISTiNGCONDITIONS DIMENSIONLUMBER €���� �
MATERIAL STRENGTNS ��,y9 f
Cmtracior shall venly all dlmenslons,elavations,and details of existing sWclure where . � �
All foundatbn sAls or plates that rest on maso�ry ar concte(e and all wood�hat Is wlthin LL o$�
Reinf«r n Steel they afleC Ihis consW ctbn prior to fabricatlon.
9 6'of finislied grade shall be pressure treated wood. y���Z
Bars,ASTM A615 C,c 60,Fy=60 ksi MlNmum nailing to be in accorAance wfth Ta61e 2304.9.1 of IBC uNess noted � �
TEMPORARY BRACING J��'"Q�
othervnse.
Concrete Wootl Iinteh ard headers shall have a minimum 3'length of �.��� i
f'c=compressive strength in 28 days Contractor is respmsible for 62dng,wlihout werstressirg,a9 structural elements as ���at each end and 6ear Ihe entire length o(thejack(sMulder)studs. -m�� I�°
3,000 psi(or masonry corefill 8 cor�c floor dedc requ'ved at all stages of consWction untll completion of this pro�ecL Provida temporary yy� �sts shaG beer the full width ol su
lateral support for ap waits untll walis ere aAequalely braced 6y floor or roo(struclure. � PPo��f1 members(stud wall,beams,etc.)
unless otherwisa roled.
Masonry Use caution when operating equipment adjacent to foundation waNs. /VI bearns and Jofsts not baaring on supportlrg members shall be(ramed wtth
f'm=net area wmpressive slrength of masonry 'USP'joist hangers or equal. �
1,500 psl unless noted REINFORCED CONCRETE BLOCK WALLS Wood beams made of 2 w more 2x's shall be Nru-bolted logeNet with 318'round M.B. �
Mason � at 2'-0'o_a or equlvalent spikes.
Slructural Lumber ry sha0 not be laid when ihe te eraNres of Me outside aw is bebw 400 F, Q
All tlfinensional IumDer-N2 So Pine Treated uNess approved methods are usetl during consWuion to preveirt damage to Ihe a plywootl and OSB shall be Installed per American Plywood AssociaGon standards, ^�
mason PJI matarials used and surtaces bullt u on shall be Ree of srrow ard ice. induding using consWUlon adheslve for Mstening la floorjdsts. ��-
Laminated Veneer Lumber(LVL) �Y• P A1 fastaners and hangers In con�acl with Ireated lumbar shall 6a G785 hot dipped
E=2,000,000 psi Wood beams pocketed irrto masorry shall be provitletl with a 112'afr space on
Fb=2950 psi top,end and sides unless treated wood Is used. Solid grout Uie masonry voids below BaManized or equal. �
beam bearing a miNmum of 16'.Masonry shai�not bear permanently on woatl ��umber shall be of good qualRy and not have large splits and rhecks and shall be �
memDew. Wsualty inspected hy the conUactor at the time of consWctlon. � �
OESIGN LOADS AII beams shall bear on a minfmum of 3"alorg ihelr length and full along iheir witltli. ^�
See plans for localion and spacing of refnforcemant in walls. lY-. �
Roof When one 6ar is In a single core placa in cenler,unless rwled olhervrise.When!wo LVL WOOD MEMBERS � �
Dead IoaC bars are In a single cofe,place one near each face. )( �
15 pst VeNcal steel sAall be lapped 4B dia.at aA splices. LVL members noted on drawings are engineeretl taminated veneet lumber as � �
Snow load FHI blocfc core at veAical columns with 3,000 psl grout rodded or vibrated in place. manufacNred by the Trus-Joisl MacMillan Corporation. AI[amate at mntraclors option u.. �j
Roof snav IoaA=35 psf Wall consWclion shall not excaed heights of 4'-0"hefwe placement of core giout of equal member design propeAies. LK-
Floors unless deanout�oles are provitled at Ihe boltom of each grout lift,then a madmum Sizes shown on plan are acWal. � _
Dead load height of 8'-0'bafore placement of core groul O �
15 psf Provide 9 ga.hodzonlal joint reinfordng placed evary 2nd murse.
Live loads Hdlow uNt conr.�ete masorrcy shall be ASTM C90 grade N.Morter end grout shell Da � �
40 pst per ASTM C-270:Type M or 5 for Below grade aM exlerror mason(y,Type N for al —
Intertor above grade masonry. .
�3
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DEMOLISH EXISTING MA50NRY �
EXISTING FLOOR AND RE-GONSTRUGT USING o,
FRAMING 2X8� I6"o/c
�4d
i 2-a�B MIN 3-2rB MW � � xq= '4�';
I 2�
OBL SND DBL STIA
_ '
I
OPENING OPENIN6 �
, � ; � oPTIo� �
� �
� i � � ' � i
� � �
REINFORGE WALL REINFORGE WALL al � �
WI7H DBL 2XH 6 'W�hl SINGLE 2XB
ib"o/c � Ib"o%
0
WALL ELEVATION Z �'
�
� � 3
000
a` o 0
ewsn�F�ooR �i S
EXISTIN6 F1.00R Fl2AMIN6 � �
fRAMIN6 €
�
� � �
---- O D�BNO.�SOPIIE 1'�4 �
Dq1BLE TAEATED alb'o/G '���
�xB No.7 5o P�t€ ���5 �>
iREA7EO ilb'o/c 3-L2E GOM-10N I_I I I_I I I
4-I]G GOMIIdON NAIIS TO P1. SHIH 716M7 TO y� `
HAllS 70 EA OPEN JT M OIOLK =__= EXIST,p15T WALL AT MIOl�I6HT �w V� `l;
[XIST JOIST I I I—I I I— AIp AT I/4 POIMS Yjg�iR l 3
5FUH TIEHT TO I—I I I—I I I �pt+�:
wnLl_Ar MIDHE1GNr I�I_I I I= O �q�p I�o
lJJD AT I/4 POINTS �
�_��1=�I� �.�e�•o;� �_���-�� O ° �
2-7x0 NO.2 50 PINE PATGH,Y11NT ��
n2T_AiE�blb'o/c I=I I -- ---
I I I—I I 1= 0 -�
SHIM TIGHT TO I���I I I I I _ R00�2 JOI5T5 SMIM TI6Hi TO �
1-V.LL AT MIDHEI6NT ---- WPLL/�T MIDFIEISi�
ANO AT V4 POINTS AND AT V<PO�NTS Q
2x8 TF�ATED SIIL IL
PLATE- I!1'm
x 4'EXP ANC��ORS 3-12�TDE-NAILS �%0 TRF.ATED S�LL �
TO EXIST 511+� �qTE. V3'm
B�4"o/c TO FLAiE. x 4'EXP MIG110R5 �
3-17tl TOE-NAILS
TO PLi1TE. TO Ex15T SLAB "�
O 32'o/c �
� i
� EXISTINS POOTIN6 � , X Q
C%ISTIN6 SL�.B EX5T�N6 FOOTIN6 . � ^,
FJ(ISTIN6 5� ON 6RA�E � n%
ON 6RAD[
4C.
Q —
WALL SECTION WALL SECTION � �
- SINGL� STUDS -
DOUBLE STUDS S2
�
i
�
EXISTIN6 FLOOR y
REGONSTRUGT BLOGK MASONRY FRAMIN6 g �
b�
AT AREA SHOWN SHADED. 8� •.,
i° pi,•
ce €'..�y
�. � � � � ,�:_:�- � ' � �, . �L � �;
��' �� � � `�:- ��� � : j. ( j� DEFLEGTION
—
�j j'...__._j 1 �I� :�� 1 �—�1--. . _�. ._- - IN EXISTIk6 WALL —I I I—I I I ' i
1� I 1 i OPENIN6 � �- *��_ OPENING � 1 ' I I
1 i 1 I I:, 1 ���' - � j �'', I . ' ..� . I
;'-- -;� ;� � l: �- �-; �� _ ; � �I���_�� �
i. i � i i< �- i �� � i I
� �; ,I � , -� `I ; � �, I � i ���—���—
�, ;_ � —: � � �� , � �. ��„��� ��
� �l � i � ' �' � _ � " i ;
i; i i� ; r i ii � i
PROVIDE a 5 VERTS IN BLOGK GORES AT 24"./-a/c $I � ol
AT LOGATIONS INDIGATED. �
�'� ADD++5 VERTS A5 �
INDIGATEO. PLAGE �
WALLELEVATION �������EAR�F�Ns��E , TYPICAL � �
FAGE. GROUT VOIDS o� o
� SOLID AT REINF. I S E C T I 0 N q �p � �
„s'.%•��c»vt . � ipy 3
:rce�w+i�' s.�r oF wu. � �O� �
� EXISTIN6 SLAB ���
ON GRADE �
-I� I �� .� � EXI5TIN6 FOOTING � �
�� r 4 i i . �����
�. t i t i � �5
� � �� i � �, t�����
,�a� i i �. � i .,�.R . • ��<r ��
1 �� •� � Ug�a � '
r �- .� •� ; � ��<��' e
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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INSPECTOR WlLL RETURN ❑CITATION ISSUED
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� 249-46QQ
OwnerlContractor on sit
Inspector. ( . rJ � S
White Copyllnspector's File Canary CopylSite Notice
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DATE TIME
CITY OF ORONO CALLED IN S-/.S-
INSPECTION NO E SCHEDULED h-/��-(��� /U:3C�.�li
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� DESCRIPTION U% ��{r�1��
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z . 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WI7HIN HOURS. �; pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR '�7 CITATION ISSUED
C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail forthe next inspection 24 hours in advance. �95Z� Z49-4600
OwnerlContractor on site:
Inspector. �� �
White Copyllnspector's File Canary CopylSite Notice