HomeMy WebLinkAbout2010-00403 (Shed) CITY OF ORONO PERMIT NO.: 2010-00403
� 2750 KELLEY PARKWAY
• ORONO,MN 55356- DATE ISSUED: 06/23/2010
952 249-4600 FAX: 952 249-4616
ADDRESS : 1295 ARBOR ST
PIN : 10-117-23-31-0035
LEGAL DESC : CRYSTAL BAY MINNETONKA
: LOT 000 BLOCK 002
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SHED
ACTIVITY : 328-OTHER NONRESIDENTIAL BUILDINGS
VALUATION : $ 7,500.00
NOTE: STORAGE SHED-12'X 16'
APPLICANT
TUFF SHED PERMIT FEE SCHEDULE 162.25
8687 HWY 101 PLAN REVIEW 105.46
SAVAGE,MN 55378- STATE SURCHARGE(VALUATION) 3.75
(952)217-2402 TOTAL 271.46
Minnesota State License#:20359638
OWNER
Twelve Oaks Properties LLC
PERRY,CHRISTOPHER
1125 HUNTER DR
WAYZATA,MN 55391-
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 gant permission for additional or related work which requires sepazafe
permits. 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 construction 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 time after work has commenced.
1'he applicant is responsible for assuring all required inspections aze
requested in conformance wi the State Building Code.This permit may be
revoke any time for e a se. /) �
/ 1/•'�' /lA✓ /_ v �,� !U
,6 /G�G.� l/D � (��,(� �����ie—/7 � c.l� l
Applicant ermrtee ture Date Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
,i �
. 6C� , . . �
I�v � Ci of Orono o � �
��� � . . . 12
�, Building Permit Application
for New�Structures or Additions
AAa111ngAddress. � °-��j�°r�UmE�:"�� _.��L.J.-s-. -� �.
�0,�. PO Box 86 - ...•.` . -
� � Crystal Bay,MN 55323-0088' 't7�t�.���lt���;,,,.,,;, �. - : .� ./d .
�--� . 's� -�a;:., :=.
�}_-=_.
SYree t Addr&as:' ' �'�!�,'��:��`�-- " _ _ "
� � ti:;7�1e:�.;•�=ie:; _ _.��u� � . �.:i;� : =.. :�""" . . •�•n
2750 Kelle Parkwa " .o„ , �. . ,`. ;;9�
•. �..
� L •.. .2!I�..R ���§i�'y.�_:. .�1...
y y :P��:��a�+►;��...,:: -;,,,,; 4,.,;=..,�
gP Orono,MN 5�356 :_ �'��.'°•-• ��:;�•-.�•'�!.. -_ • . .
,��;.
�YW�++WM�5'
�. F ��� F....n.:
(�in: 952 249�600 Fax: 952-249-4818 i�rvv.cl.orono.mn.us r��!��� � ���' ��
This applicatian form must bra campleted in full�nd all required ir�formatfon must be submitted.
Incomplete epplications wili be retumed. (P/ease prir�tJ
l'3ENERAL INFORMATION:
Job Slte Addness; a ,s J4 � bo�' S �'• ('y rnr� �1I S � 3�l'�
Will this be a Parade of Homes, Remodelers Showcase Home or other isplay Hame? Yes o
Myes,a speate!evenf pe►rmltls requtred w►Ith Po/Ice DeAerbn�ent�d C�7y Coyncll approve!60 days prtor to the evenk 8huttla bus aeroice wiif be
rgqulre�ll unless appNcerrt demonsbetes�enf crt-sHe perWr►g!s ave8eb/e. IYon pemit(tedevents wiR nnf be alloweaL
CONTRACTOR/APPLI CNNT INFORMATION:
Name: �",��F'� Sw•�d ��.t,
State License# �0 5S q6 iS Explretlon Date: -]����
Phone: 4- �S off'�ce cell
Mailing Addreas: b�r� �, 1 �r�r CIt • .+� t ZIP:
Coniad Person: ��ah ' Appli+carrt is: ontractor / Homeowner �corUe one�
Email and/or Fax: q S�- �.�-k- �'i��-9
PROPERTYGWNER INFORMATI�N:
Name: Gl�.�f Pc �
Phon�(daY)� iv 1�- '�) - 3 L ' �
Address: ���S' {�a t� A�v( ' CItY: WR w Z4f'�. ZIP: S s ; 1 (
Email and/or Fax ' '� ' � '
ARCKRECT J ENC3INEER IAIFORMATION: ,
Name: , � 9
Phone(day):
Address: City: ZIP:
Email andlor Fax:
PROJECT INFORMATiOId:
1.'lype of ProJect 2.Propo�ed Use 3.St�ucture 7ype 4.Sawage Dkposal8�
Wa�r Supply
❑N�r CanatrueUon ❑Single Famity with ❑Residence
,�Additlan aNached garage ❑Garage 1 Accsssory Bldg. ❑Public Sewer
coeasory Building �Z,X[(p ❑ Single Family with ❑Dec�cc
❑Reloc�tion d�ehed garage ; ❑OfticelCommerolal ❑Privete Sewer
❑Other:(spedfy) ❑Multiple Famdy/Gondcl� ❑Warehause
❑Publlc �'Storape ❑Public Wa�r
'�My eerth moverneet may requlre ❑Comrnemial , ❑Other(apecify)
NCWD revlew 8 permlb. ❑Industrial' ❑Private Well
Minnehaha Creek WaEarahed Dlstdct(MC1Nt» ❑pther.(apeclfy) ,
l824Z Minnetcnka Blvd � �
Deephaven.MN 55391 ,
Phana; 962-471-0580
Feu �52�71-0882
Estlmated Con�truction Valuaiion(exduding land) , �
Lasl Updated: 9/29/2009 e
' -17-
Z 'd . Xb.� 13C213SFJ� dH WdZS �S 0 i OZ SZ �eW
. ,
' � � �� . , �
r � .
8TRUCTURE INF�RMATION: ' •, ; �� � ; ,
1.9tructure Dlmenslone 1.8tEucture`D6nenalans(contlnued) � 2 Ty�oi Construction
+ � : �
a.Lertgth(R)= �� Number of bedrooms= �Wood/Freme
\� ' Masonry
b.Width(ft)= � d' Number of garage stalis: ❑Metal
Attached= ' , ❑Pole Bldg.
Ar�ea In sauare feet Detached= ❑ICF
� ❑On-site Prefab
c.Besemer� ❑Oif�site Prellab
d.'I°�Story = (°�a � ❑Oihe�(plesse�peCify):
e.2"�StDry= � .
f. �5 Story =
g.Totsl Area=
REQUIRED SUBMITTALS: � �
AII of the Information must be submitted in order for, our a lication to ba rocessed:
. . .. =�'1�.. . �� -.�-;- . . .;, , ... . . . . , , .
, . ..�, .
. .. .;..... .
. , , . .. ._.. :,�:
.- �.
. ; : ,,:, � ,: � - - � � . . . . .
I���I��
, .. ._ . : . . .. .... .. .
._ .... .. .._,.�......_ .. _
� Permil lic�tlon
� O Pro osed Bufidin Plens
❑ MN State Ene Code Calcula�or�and Mechanical Cade R uirements Form
� Surve meetin all uir�menb
0 6d Stormwater Poqutian Preventlon Plan
O �' Hardcover Celcul�tion s �
� � Se c S etem Site Evaluetlon Re ort
� � Access Permit
Wetland Buiter Im ravement Plan
�7! En ineered Plans for Retalni Walls 4 t�eet br above
� Plan Revlew Fee
O O ather �
APPLICANT ACKNOWLEDGEMEPIT: � �
,
• Agrees to provide all inPormaUon requlred,or requ�ated by the Buildirtg Departmen�
• Agr�ees to psy the CHy of O�ono ior englrleering cort�ultant revlew co� in eacess a�f$600;
• C.er�Res that the infortnaiion supplied ie true and correc�to ihe beat of his/her knowledge. The applic�nt recognia�that tltey
are aolely responsible For submitting a oamplete appllcation being aware that upon failure to do so, the statf has no eltemat(ve
but to rejecl it unh11 it is complete; •
. Ac�Cnowledgea the Escrow Agreemenl Is completed and signed;
• 3ome or all of tha Uformation that you are asked to provide on this applfcatton is classlfied by Siate law as elther p�vate or
eonfidential. Private da�is inAorrnatlon which generally cannot be given to ihe public but can be given to the subjact of the data.
Con�dential det�Is Infortnetion whlc�g�erelly t�nnot be glven to ei�er ihe public or the suhject of the data. Our purpose and
intended use of this infonnaticn is to annually update our records and recorda of other govemmental agendea requlred by law.
Ityou�e#use to aupply the Infcrtnatlon,the applicatlon may not be�aued.
p►Pp�fcaM's 31g�ature: � ' ��' I �
Dete:
i
Last Updaled: 9/29/2008 '
h -18-
E 'd Xd� 13C213Sd� dH WFJZS �6 0 T OZ BZ �EW
, ' Plan Review Checklist for New Structures / Additions
Address/PID/Legal: �2��� �'Y�
Description of work: l'���f�'I('/��JQ�1r � �vf(� (�f Q•LtJ S �(��
Septic review by: �,Q �SC u1P�� Date Approved:
Zoning review by: � Date Approved: � � Z��Q
Building review by: �,,.� Date Approved: 6 - 2-1 �jj
Grading review by: � Date Approved:
Zoning File#: Resolution#: Resolution Date:
Zonin District Fire De artment Post O�ce School District
1 � --
Zoning: Lot Area: ��J�� SF AC Width: �d Depth: ��
Survey Submitted: �'Yes 0 No Date of Survey: ZO�d
Pro osed Setbacks: ��' ��'`
Front(Lake}- Rear(Street) ( � S E W ) ( N � E W ) Other Buildings Wetland
Side Side
f�h�h� � � � �v� 3 S ' t�' �¢��ti�s � ,� � �a
Building Defined Height: �� Building Peak Height: #of Stories Ok?: 0 YES
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
START WITH the distance beiween the basement floor/crawl START the distance between the slab and the highest
space floor and the highest roof peak,the top of WITH roof peak,the top of the comice of a flat roof,
the cornice of a flat roof,the deck line of a the deck line of a mansard roof,or the
mansard roof,or the uppermost point on a round uppermost point on a round or other arch-type
or other arch- e roof roof
SUBTRACT half the distance between the highest window and SUBTRACT half the distance between the highest window
hi hest roof ak of a itched roof and hi hest roof eak of a itched roof
SUBTRACT the distance between the basement floor/crawl ADD the distance between the slab and the highest
space floor and the highest existing grade within existin rade within the foundation
the foundation or 10 feet,whichever is less. EQUALS Defined buildin hei ht
EQUALS Defined buildin hei ht
r�v.x,� s e �13 QS �rop .
Lot Coverage: �13 • �s f Z.�G•� SF �is4�►�9 -�t42 = �O(p � A��ow2r,� l�s'8 C'�
Shoreland District MCWD Permit Received Avera e Lakeshore Setback Bluff
� 0 Yes 0 No N/A � � Yes 0 No
�'Yes 0 No O Yes � No �N/A
Permit Number: Setback:
Hardcover Zones Existin Pro osed Variance Require CUP Re uired
0-75' � Yes No 0 Yes No
75-250' Type(s): Type(s):
250-500'
500-1000' �j�� ���
Allac�ed Z�S(�+
REMARKS (in-house):
�tt3 .�cs �r �oo.�q -� 7�A � -� �22 > I�IC�
Updated: 09/11/2009 ���`"'�'I �5i�e�
z:\forms�plan review checklist.docx ZOX?j�j �.S�'3�
Fees to be Char ed YES NO '
Permit .
Plan Review �
State Surcharge _ -
Investigation Fee °
3AC=Number of SAC Units
Sewer Connection
Water Connection
Park Fee
Site�lnspection _
Other(specify)
Mfscellaneous Fees
Calculated By:
Square Foota e $ er S uare Foota e
Basement X = $
1�Floor X = .�
2nd Floo� X = $
Garage X = $
Estimated Construction Value: $ 1, ��� ��
Orono Inspections I�equired Work Requiring Separate Permits Required State Permits
0 Site 0 Plumbing � Grading/Filling 0 Well
� Hardcover Removal � Mechanical 0 Fire � Electrical
0 Footing 0 Septic 0 Water Connection
� Poured Wall 0 Fireplace � Sewer Connection
0 Foundation Survey � Masonry � Lawn Irrigation
� Radon Rock Bed � Mfg.
0 Framing � Other(specify)
� Insulation
� As-Built Survey
,�Final
� Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access:Existing: 0 YES � NO New: O YES � NO
REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT)
Updated: 09/11/2009 . •
z:\forms�plan review checklist.docx .
t�
� � � � .
�' TRlTRD-800 SHED 10'to16'WIDE x UP TO 24' LQNG
aprnoaa� -
°�°T �sm��� SUIVDANCE SERIES
TRUSS SPACIId{i i8 x 3'FLAT NEAD
12 T�9 REQUIR�D FOf�14'816' � SPRGED(�29�'� �
4�j% S�S 9. BULLDOVG CO�E:2008 IflG
OOUBLETQP 3!4 APAORTECO �
�ATE3 2 DE&I(�I LOAODJ� RATEO T&O . .
WIND SPEED A E%PO.SIJR�90C FLDOR OECIQNG
TRI�S NAO.PLA7E3 AI�: R0�LNE lOAD:50 PSF " .
� EA[,YE METAL PlATEB WAL!FpANlNG TO BE 2'x 4• RC10F I)EAD LUAD:10 PSF JOIST3�2�4'O.C. �
(iCC$E�10� I'�3711D GRADE OR BEl'IER � • •
Pu RAFTER MAMJFAGTURED �1�'QC.. 3. FOR�YUFUCN OTH6tWISE b¢ET 7HE RRESCRIPTNE ! • �
' `a�v � gy�� REQU�NiS OF 7F�20�Q� �ND x 3�4'PNV L . � �
�. = EARTH R�U�RS FOR TFWS ALLBF�DS CONSTRUCT�ACWR�riY[3 TO 9TNmA1io NEAD BELFTAPPpVG
swnwa�oarmra+� iF �eoNVFrvnowu.consr�w►�ons. sc�ws(z r�a rae)
aEauu�o ev vaua�o�.
� �rc.u�am.aNrHo�,s � v�rt+nrn.Es�za ac.
ARE AtlAlLABLE ATTIIFF ATTApi 7/16'0.S8 SHEA7HPdG TO 7AUSSES WITH: OPTIOPIl�L LEVELING
6T�L 5F1�BA6E�E DETAfL 4 SFfD.SEE SALESPERSON 8d NAp.3�8'QC.AT @iGES BLOCKS
FOR PF�dNG. Bd NAILS�17'O.C.Ild FId.D
��: 2'x 6 STEEL TRACK EACH
io I 1�-m io 16'-0'WIDE � ATTApi 3I8'SMARTSIDE TO WRLL FRAMING WITFi: END
� Bd NAIL3��0.C.AT E06ES.
OB�UILDfNGSECTIOW ��+�°a.c.w�o
ATTAQi F�A�9i TO S7UD NRTiC 1.STEEL&1E�FOUM1wATIWV:
48d TOEIVAIL QR 416d END N1UL D�Ep HEADEI�18d� �'x e'-18 GAUGE STEEL TRAC.KS G188 ZIF�C COATEO �
D[}UBLE TaP PLA7E DOIIBLE TOP PLATE 'l6'STAGGEI�O FA4E NAa. (S xl1PPL1ER ALi FD STUDCO(JOI3T:6�31��/TRACIC O C.
B00T1?5054)IGG ER�843P.
1/2'PLYINOOD SPACER 2 3f4'APA�t TECO RATED TONOt1E Af��FL40R
HEADER&FOR HEAbER9 FOR UEQa�PIG.24 MAX PMM�LL�AN. STACdER P{d�L LAYOUT.
OAEAiIPLGS UP T03'-0' QPENINt33 UP TO 4'-0' [2j Y:d'HF�2 WNG SND CR�PIE STllO _ 8. FI�iEN ROOR OECKQYG TQ J016T&TRACKS USIPIG
68 Y 1.6�lyNIMUdA LOIV(�i�LFDW WN(i SCREWS(�12'O.G
x (2)Y x C HF t42 ORENIPIGS 4-1'TO B'-0'SS�DETAIL - -
' NO BLOCFQIYii REQUIRE6.ALL EDQE9 9HALL LIE WI R�R
� Y X 4"WII�IDOW SRL - IQNG S'111U - �ISTS.STAGGFR PAN9.LAYQIJf PERAPA COI�ITU7N 1.
V- • R.FILSTEN SOLE PLATE THROU6H F�QOR DEdONG INTO JOIS78
Y x 4•TOP OR TRAGI4S WRH t�x 3'GALVANIZED�LF�DRIWNG 9CREWS
WTRI(dk1ER9 T8MAd93 �►� �29'O.C_
�..� BASE PLATE -P x 4 HF�2 FaR 5. ALIOWABLE FLOOR UYE LQAD:76 PSF FOR STEE�..JOISfS
��R�� OPENWGS 4-1'TOe-o` CONTINUOU3LY SUPPQRTEO.50 P8f FQft.l018730N HLOCK9
WBASE PLAiE FLooR oECKWG -Y X 4'LVL FOR AS SFIOYYN.
� IC�IG STUD OPENQ�iB 61'TO 8'�0° B.USE OP7IDNAL COPK�iEfE 9WCicS ns REQU(REd 7D LEV0.
F�A�ERSFOR iWadldHt9TUD BUILdIMG:
¢ FDRWII�OWOPENINGSUP FOROPENINGSUPT08'-0' -Ya8'HF�FOR OPENWG3UPT0�-0°USE(�Yx4•f�� SLGIOESTE�31�9:YzB`x18°,4'aB':1B',ORB':8':18'.
"'� TO 3'-0'ON SUI�IDANCE . OiV SUI�fIWt��IE3 SIDE �S 4-1'TO 8'-0' OPENB�GS 6'-1'TO e'�°USE(2j 2':e'F��P1 BLO�S tWIDER J01ST55PAt�Dl�1U-D'O.G MA7�1711M.
� SERIt3 SIUE WALL9 WALLS oPeuuUcs�r ro e'-0' BLOCIGS UNCER TRAGK SPACED Q S-0'O.C.MAx16sUAA_
�WINDOW HEADER DETAIL DOOR HEAUER DETAIL HEADER DETAIL FOR NtON- &HED BASE DETAIL
F�OR�LOAD BEARING W�41.lS �FmOR LOAD BEARING WALLS � LOAD B G WALLS Q�'�..
� TUFF S]{ED �$ PA.� ,�°`��,� �`��:
TUFF SHEll INC. � oF�wwc aa
�+7 cusmmer. oraasi BY•� �'n�s�►��.nv4�� /� ' �TRliRD8�0�01
N St0�g6 BUI�I1g8&G�t'd� S@B� �' � BtIRDWGTa�eE SUPPLI� V�� BUdDING SEG710PIS
.. n�Fsrieo,wc_ �F n�� on�eaun�r
oD � chad�a er. ���„���' BUtLDiNG P R T i.{� �T ��e o�ra�s �� �+
u��,�irt a�a�m Dals FORe1ouEN s1�nu�&¢a INS�ECTOR C303)7S3-TUAF �210 HEADER FRAMING OEFAaS ��T 1
0 lee�2sTt�l •�•memn.aio WG6T1�El�OF rw NOTESi-2dQ61RC-9UC
� era�m sesl� w.r.5. � DATE — —)O P t ane�mnea,oa�"""� PaciE t oF 1
t�u P•,�'F�i��ii;�D AS Sli�{-v,iTTED
m G� A!=h;if,�vi�')r",';1 H CU��'��Tt+7tJS EiS P���?ED
N ❑ �':f.J: }if`:'jv11i�?l...(';�;r��ie.l,i, i�:%i� >t1'��f{�
n TI':eL�r,�:;��8::as ar3 f.::yetif 1�.�ta�?.tA�d�.r':s�i V�'i,:{• �,k?�}iB dOflB
W in f,;l r:.n,:.!,a�;:.� vo;2h a� �;.��::::.zb::, t:t�i�t'.-.c r�fl•w zc�ra::g code.
E RBCjiL("r_!.,t:�.S tfi(:�u'v61(�40i1�:7 f?G:S�sf.C1i::.d�}.f'titE:�.I'SI LiiS IOVI@W.
K�E.P THIS f�WN SE�ON 3tT�AT qU.TIMES
1255 f�ao✓L s?:
CERTIFICATE OF SURVEY FOR
L�II�� A �HRA� � F�
IN LOTS 5 8c 6, BL�CK 2, CRYSTAL BAY MINNET�NKA
HENNEPIN C;O�JNTY, MINNESOTA
�
�
,
� �
�
� d�.wto+�-�
:` i '� �� I�'' �
'�' � � � S 88°43' 00" E�, 140 00 („� .
j � EXISTING Ae°� �`� ���
�'. :,�,�e �� GARAGE �.2 ��� ��'� /�/�M �� �///��� ��'
.��� • t. �r revnoucd �p¢�c,�t/ GY��{�/ '•� O�0 � .
.. , ••.�;� ,
• ' t � 59.16 � •^1"� � p 80.84 ......,. � <a
O �• NG `/ .� o .... •.,. �
-- --OQ.-- --- "� -------------- ;� �o.---------y----------------------- O V I
� GARqC � `'•�
�a.a s.Hcd �Z ''�•., ' O
'�., S6UTFI LfJE OF LOT 5� 4 �4 ........................................�,............. �
�,1 f i � '•�.OdC 2, CRYSTAL �, 35.6
� • BAY M7�AJETONKA 5.g ��STING �
^ � i-- - ��� �
Op• � _� p`��.l���� � HOUSE " � ��(�}��t IC. ; ' �
r �,�'E� 27.8 �� � �
. , O
O � � t, "1 a�f E, ��—�--- .___ - -__ .._ ..
O 'r � � 1 � �
o � " p
Z � N=; O �
;*°"� (n � -
'''��•............. ..•.••�' -
. N 88°43' 00" W 140.00 ��������
M �� � � � � � � � � ��� M
tty of Orono �
Planning 8 Zoning Plan Revie�v
Site Plan Review oate: ( l D
� �PPROVED
p APPR01/ED WITH REVISIONS(see rrotes)
O DENIED
�:. �• -, �e r/
LEGAL DESCRIPTION OF PREMISES :
Lot 6, and the South 10.00 feet of Lot 5, Block 2, CRYSTAL BAY MINNETONKA
o : denotes iron marker set
� : denotes iron marker found
Bearings shown are based upon an assumed datum.
This survey intends to show the boundaries of the above described property,
and the location of an existing house, garage, and shed thereon. It does not
purp�rt to show any other impr��vem�nts or encroachments.
I hereby certify that this su�vey was pr�ared by me or under my direct super— SCALE
��� � d��� �� vision, and that I am a d�y registered Civl Engineer and land S�veyor under 1"=20'
�,������� the laws of the State of Minnesota. DATE
6-7-00
482 TN�IIRACK AVE� LONG UI�II�55356
--- JOB N0.
612-473-4141 '��'� � �'�'�''�` �' 00-160
Ec� MasE; S. Gronber Minnesota License�Number 12755
00-160 �
Jun 16 2010 12: 58PM HP LRSERJET FRX ; � p. l
, , �, ,
�
��
��
�
�
�tor�ge Buildings & G�rages
,
FAX COVER �I3EET
DATE: -i -�O � � OF PAGES .�
, ,
, 'TU: �
NAME: ����,�,,� ��
TITLE: ,�,..�� �� g�,
FAX#: 9s�-��`�-y-t-c.e�c..c
��. . ���.� ;�t�o0� ��1-•
Ot�J 7�`., �'�a t-�'+r.�R�.
FROM:
NAIVIE: ��� -
TITLE:
FAX#: (952)-224-7�2�9
Ph.# (952')-224-7225
CUNFIDENTIALITY NOTICE
TBIS MESSAGE I6 RVTENDED OHI.Y FDR THE LfBE OB THE INDIVIDUAL OB EN77TY TO WHICH IT IS
MDREBSED AND MAY CONTAp�T INFp1iMA7'ION THAT CS PRIYQ EOED,CONFIDEN7`L�L,AAPD EXEMPT FAOM
D1B�I.OSURE UIVDER APPLICABLE LA�V.IF 7�REAADECt OF TffiS ME3SAGE TS Nd I'THE IN/'ENDED
RECD'IENP OR 77�1E EPI�IPLOYEE OR AGRNT RESPONSIHLE 608 DELIVERING THE ME93AGE SOLELY TO HE
IIYTEAIDED RECII'IENT,YOU ARE HEAR BY NOTIP�D THAT ONLY DIS9EMIIVATION.DLSRIBVtION OR
COPYIIVG OF THIB COMMLJNICAT[ON 78 STRICI'LY PROHIBITED.IF YOU HAV&SECIVED THIS
COMMUNICATTON 1N E1tItOR,PLEASE 1@OTICY US QVri1�DIATLEY BY TEL4P'HONE AND RETURN TI,�
OtiIGIIVAL MF.69AGE TO US A?THE ADDRESS LISl'ED BELOW VIA THE U.&PO�I'AL SERVIC�.
TUFF SHED IIVC.868�w.ffiGIiWAY 10� SAVAGE,IVIN 55378 PHONE#(9S2)-2247Z2S
,+
t '
Jun 16 2010 12: 58PM HP LRSERJET FRX'� ' p, 2
, . +, , ,
• i�� ;
, .
> ,
. �
�
To Whom It May Concem: , ' � �
�,
� �
1xi00Fdd Rd � � �
$�++o The atteched truss design drawings�ref�rencsd below have been prepared by me cr �
°e'�,'X'e�' under m direcl su ervislon ba�sad on'the deai n aremetefs rovided b TuffShed� '-
������ Y P 9 P P Y
rexs�ra.eee.eee� Inc.and are assumed Do be in�accordanoe with the�appropriata building code.
"""""'°$9�"'`'�°°"' Any changes to these parameters aiid/or Informatlon provided on the original�vss `"
drawing voids the affected sealed truss drawin�and new infarmation shall be submitied
t�this of►Ice for additional review. � �
Lfsbed below are the truss designs Induded En this packaoe and covered by thie seal. •
Job Name: 480�4�99695-10107G4 "
L01,T01 ' ' „
Please referto individual truas designs for speclflc loading and deslgn criteria. -
P120FB918tONAL ENGINEER '
i hereby eaflN tfiat uda ptan,epe eadon.or •�
►eppc�r�l rv��ra�e P�►�nPda�►od�b�y�n�or un��� myd�lrsct
�rofesslq�al�tg�ineor under�e�e . , •
tab oP INineaso { .
Prtnt Name: A a dea� �
� � , �
Slgna9i , , � , ,
DaE����LLkk.�eenae(� 4dS18 ' I ,
� I `�
Arturo A.Hemandaz , '
(MN.445�3) . , � .
My Ilc�nse renewel date for the state of MN is 06-30-2010 '
The seal on these drawings indicete�acoeptance of professional engin�ring �
responsibility solely for tl�e truss comp'onents shown. It is the responsibility of the
building designer as to ihe suitabilit�r for uae of each truss li�ted above. `
,
' � � � .
i � .
� , , , .
, ; '
. .
� �
. v
Numbering System Gen.era.l Notes Syrnbols � '
�
1.Copces of the!t¢ss dcsiga she116o fnmislred l3.Luotber moisnmc wntent shall be l��o or 1�9 ' 07
s�• �►d►e�ed�ian conhacto�budd'mg d� ec die ti�af ta6�icx�io�unlas�a atl�wisc. PLATE S]ZE � N
�.�, �,������ 3x4- �����;�� o
la.con��rs shau tre m�u�by widm parp�e;a,t�m slocg.
2.The�nss d��s ate for mdividual� Eegle M�sl Produds(!CC-FS E�R 1Q82) Se�d�m�sion is Hie p
'PDP CHOBO� 3 �P (e dre mand me bmed on spe�afications ptot�ided fmm 20,18,or 18 GA AS1M A653 SQ 1�P��to slota.
� bY mpo�t manufac�u�a�p�orm� G�de 40 stee�with Gb0(min.)ooattng. IV
l 2 4 m amotdmmae with cmrcnt vessioffi of1F1 aed Tlt�sYmhul(-)indicalea thc ..
NDS d�ign st�d�ds. 15.Plates ahall be applied on 6ath faces oft�et required d'uedion oFslots nn U1
iq r,�joint�d�fully gaota�wane °D��P�-��bol is -.mp
�t � 3. VUhea trus�s are 60'in s�n and ove5 F.egte a�joint loc�ions aie�utate�by ANSUfPI 1_ shovaa as sudt(�,s�joi�u 3
3 W�S 3 �ds tl�t a reg�d�gn Pro�iunal ddails icr stot orient�oa
be inwlsrod m d�e e�ection proo�. 16.The plame typ�si�ode�alioa,�d Location LATERAL BRACIlVG
2
8 7 6 5 dm�sions�man indicabe minimmn pl�ng �
DOTTOM CHORD 4. bia�cnsions sHa11 be veifierl by tiee requi�ts. Indicatod by symbol showa
m�r aad/or buildiong d��pnor ta �d/or by tatt itt t�� r
fabrir�ion. 17.1he p1a0e shsil6e oeateted on joiat aad/or section of�e o�rt.Use �
T L ar Contiauaus
placed in�wim�he cur�t ve,�iare • �6 m
CLOCICWISE�7�TR�S�� 5 Bu�Tdmg de.a�r�a11 r�view l�g�d of 1PL as iadicsted. �
STARTiNG AT THE 70INT F.4RII�SS? ����������`� - m
me�s or exceed4 mia�m load'mg►equi�od l8.D�siga��,s$�t mdeqa�d�ainage will I� BEARING "�
� TO TE�L�C . - ' bY�ptimhle local ba�ding ood�. pmvided w Pt+e�'�t Punding�d�e ` �1
_ a�hniage wiq 6e pmvided to tesist uplift et �ndicat�location wh�e �
_ -�, - $. Comp�rssioa rho�ds�hall be laG�slly� suppor�s. _ . .- b�8�6°PP�)� X
�slons shown m@ m�- - by the mof or�oar sheathiag,d�#IY�tac�d, . _ - Nede not�,ions vary lud
- or putlias provided at�g aLawq tml�ss 19.Coaner�ians nnt et►own ai��e r�spomstbility rea�4ion sec4ion indicabes jomt
Chotd�and r�e�e idendi6ed on a�t shed �°�` oPo6�s, a�ber wheae beazings�r.
_�t�-a�;gnffiions�►ttmved 6y a number �. suW►m c�ord�uinea bmcmg sha�t be at�oe zo.c�rp�uthas to b�ar � _
as showa b�ow N�Lbemm incre�e fion�le@ y��or l�ss,ifnn oeiling is ims4alled,t�l�ss = �Y�•St e�h eflcer: PLATE LOCATION AND
- -LO°�' � _ -- noted oW�wise. 21.Design��an�se�wi�be sui[abiy ORILNTATION
'Tl-1UP CHORI?S ' ptotxRed Scote the�v��ent in armt�d C� l�e on'oi�em&ess
r��-goTroM cxat�ns 8• B���°��s��r�r t�at wm��xsrnri i. r ,
W I-W�S
supporrvfuadi+►iaua1lmss aom�mily to - � X.Y oe����.
-_ _ �toe bn�sliag latgths�nd not wiod or l�l 22.Unlas�lY nobed,ihc�oss desig�aro D�ons ee in
' Lo�b�OB or ov�all bW�1mB d�ign 6recing, not a�licahle for use with Sce�etard�t or II m-s�eeams.,,q�pty plates
wbich would be d�d by others. pt�rrvative treated lumbea: to both sid�of dnss and
s�Y�
9. Neaer exaed the desigu loadmg shoam and 23.C�is a noa-strucUuai oonsid�oa msd
aevea sr�dc matedsls on tcuss uatil all is the r�ansibr�ity of ttffis fa6ricetot Velu� INDUSTRY STANDARDS:
P�t b���lP� shown on huss c�awmg me jnst a
t�mm�oa bas�on iud�atlry s�mdm�.
� 10.Conc�haaoa of�o[uaion 1�� ANSU7PI1: nr■e�t a��►W��on
� thrm the desigu loads shall nnt be appl�to the 24.Lumb�used�all be of Hre s�aes aad.size, �co�ea�.
rue u� �����. ����.��ot���
B
BCSII: ��Se�ry
1 l.Ttuss�s shall be h�dted�vitlt eaze�r�o rn�cr�ee m c�d
st�'� eu�pc�teatt stif6�ve ete�lion to avoid d�e.Re�r to HCS7 Lor Z5.Do tmt�at or altar hnss member or plate ���
tecommemdad ttt�I�udling e�.�tion. withau�peier a�fp�ova(ofa gra�ssional r°°�"`��B'�°��
Plate Ca�teded Waod T�s
�
F.egle M�1 Refe�nm She� 1�-T��Y�d use of the campon�t�r �
v1.0I ffiY P���8 deslga is Qbe 26.Additional stabllay b�sang 6or tc�ss ay�em, •
�
�ity oEthe bu�g desfl8na P� ag.diagonal or X-b�is always�equired,
ANSIIfPI 1. See.BCSL
Jun 16 2010 12: 58PM HP LRSERJET FRX,' p. 4
`
Tn�rs�� � . ' �uss:r.oi
1777 S Hm:ison St �y�,;qgp„ag�ys
Tmas�soawsrav a,oe Suibe 601� Doci�o: sr
eyxsyr�cx�,uc. Denver,Cb80210 n�a osneno �o;aonM
Pa� t af�
Sf'N�1 P[TYgi QIY OHL OHIt CATIT L � C.liNT R PLYB 9PACIN0 WOT/PLY
I2-04 4/12 2 0�10-8 0-lOS 0-0.0 0.0.p L y,;� 3��y�
fas�o
a�aa �a-� e-ao a�ae
� �z��a
q�'
Z�al � �I
b 4 12 —��
N�•�
� �'� s'ba-
a ` �o
�
aao �
�z-0.o
+��a�a
Loadlog Geaeral C3I S�um�ry Deilectlon U (loc) Allowed
c�a (� s�d�coa�: mc� 2+c: a:�pa� vann„ oin L/999 �s-� Liiao
7CLL: 40 TPLIZ002 BC: 0.07(3.6) Vatld.• Oin L/999
TCDL: 10 Rep]dbrlaae�a:No Wcb: 0.06(4-a) Hwc�.: Din g3•� L/7A0
HCId,: 0 D.D.L.: I1!S6
HCDL: l0
R�Ct�OR►SItID10All�
rr a c�o s Wr� n�ao� nvoxeem n�,xc.�v i �mcnqwFxsv �n �c�cU s � nn
i c�mnuo,� i • 3so um 139 plf � zs -�s t the .i � t� SIONAL ENOINEER
Material3Ummary BraCia 9wnna I he.a eery({y n�a�a aan.ep.a�eanqn,w
B lY re or�pared bv ma or under my tllreA
IC HI+�i2 a K 4 7�BmduB: �m0ed aPurline a16-3-0,Puriin deatgn 6y oO�d annd�MUtfeet�I im a duly�Jcen�d
Wdn FU�Smd 1 x 4 �H�S� b3vthod m��rii�at 72°OC.AuUa dedgo br of IHinnEe861a. r u�ar tNe ItYw ot the
LoadB BU010181'y PdM Nama rturo .Harn ntles
l)Y6io p�1us 6ePn demgoed far�he dFe�ty ofwLfd loade 1n accadntea witli ASC87-OS a�lrh 16e fdlowmy us�det9nd 1�85 mph,Hacpowro Q Srx]oeod,Q�y��p�
Shc�as CmasaryII Q�1.00�,Ovasll HIQg Dlms tS ftz 60 fl,h�]S Q1,Eai Zo�ISurc,Bath�d wabi 000cider�od.DOL-1.� 9lenelure'
�Uob�eoaedroofBvo kadc�va nm 6ev�amddered. �
Mem6etForC�91m1rosry r�u�cemnmv%am��r,roumoeu�t�a�r.epooumrte�s�o��� Oate�Lieanaef� d4519
n �t ams am. zs o.�w .�m, a.s azu mor F�a��
-2 0]13 ]S11L� -�S! 7q Q1�D fi116r Sd0 0.t08 46
l
� a 1 4a
NOt�:
3)[h61e�equI��vadoumibotmmahordbewiatg.
4)fh�k webaplmod at 24'OC�U.N.O.
S)AIWoh pbb weD�aL6 Z�N 208a P1atrs�U.N.O.
8)Faaa-0f-pine arind toediq,�efaw HC�-B6�hllched bY t5e Vv!'CA, �
'Q W4m4is ww8 das beea d�n For quaticy aourmca lasyocdoa�6e PLm Plac�a�tMomod per 7PI 1-3QU9JN.Z�all bo�oed.
�oW+smwa.y.r,obamre.ao�.sa�ccm�mm.aamem�bt�.tnm.wa�mw a�.neeodm� povr�+�a.r�m�.�a�meycoon�watmTx�samoam.�o�pna
m��o.ez�o�a�.�rwme�w�d�.r�mc��vamr�o.a�.�:�,.r„ue.eoaimur�d..tte:ra.aww.am��am�w�..n.e�a.�. �eMotalPmdffite
�.i..p�,a��umm.ai.mmam.use�re.,b�,.wm.�sem.rme��m.�v�.ue� sas^.w„.�4.a.raanar�arrmau,o.,�emo.a..�ra �dea.aew,im
udm�ImwLLmYd8�c6yilwLfmL.i!;qmdlaGvadeesm�me�ml7�o�wbutliW $ManlMnAurbadmdh�qaYecnpCb�i��{p6�.�d�b�yy�a.Mbo8C989tm�1 �I,'Ib+�T3]�0
m�.amaam mm.wtr��+��d.�aeeva�pnsmw�e�bmwe.�•urwwnv�mha.p�mrtlolhsmyaluWYNlnuee�ppbJuaeauma eaa ii�o�Irh�Ar.11
,ae..�as.�.weaaatmm�rsd�.oeet9wa�aam.a�,..mowaob4.�N.xa�.aewmer�o,�.n6��m.&mumyP.�usdnmow�L wo..r.u4.yyme�ewan
n.dilobt Plm�nadnp.�eam�Wulvdd4s�y6�8�o(hohVUl�v�mnP�mtl. I�y6.76. dUbs.ma64J�e1'K Eisd6�admMh�nmambsof7PL DeYP� ■�m
�a�dqdOm�Eiiioi�Rw'�ANffi�i[12oMc�7���oIM���Ndvia9memampo�dm�odwv�.risdrhiiq�odw ofQd�waV�OooryP��d�di+i
Jun 16 2010 12: 59PM HP LRSERJET FRK p. 5
� � � P
Tn1f 3hed Truss: TOl
1777 S Hariison gt ' ; � Jnbxatia�so.4��s
TnmBu�d�soflwmev 4,06 5uite 600
b�x�a���e,� , � ' Denv�,C 0 802 LD , � �nsno �o:ao r�
Pa�a 1 cf I
9PAN PfCCH QTS' OHL OEIIt ' CANTR PLYS
12-0-0 4/]Z 7 0-10•B 0.10-8' � p.�apL Q,� I 9PACING WQClPLY
3a Ibs
a�aa � t�-e.a
e�o�o �� a�ae
��
w 4�?
��N , iaa
�
�'
s �'
�' e
, �1
O�-o
� � DOO
6G9
i 12-C-0
Laadi� Generel CSI9ummar3' �eflection U (loc) Allowed
r�u1 (�etl aidscaao: �c 2oosr rc: o.so�is) voi,rrx o.0� ��4� p-0l �ia�'o�o
�rr,w., afl �t,xooa Bc: as��-o) von r.� o.oa�o t�9�
7rDL: 10 Rep t�r Larees:Ya VI'ob• 0.09�LO) Haiz 7Y.; 0.03 in 3
B�: 0 Q�1.G: I15 Ya
BCDL• 10
Reactlon Summaey
n' c�o H ara�, a awm n�s�u �o�v �n e�rQ MwFas u a�ce�c u a e�u a
t�` .s1° t.0d'" � ' � -z�t I �,7i SBEONAL ENOINEER
71iAdi(Wali� ] 3,JIn L90in 808(bc • .36@e -2T116� -27116a 1 /B�eeNrd(yffi8lt�Yp� RpeOiflCe�NO�,OT
Mater181��olnmRiy Bra�tia�S�mnm8j�y �_re-Q�or—t'qbn snd�1�dt 6y rhe odiu 1uynLtlIa�r my dU6et
BC EffIP�t�4 �8� �hcdorPudin.at4-T-o,P,uMdedgnbyQc�"�"�'"�p�t�IBaef�rumlerfhetaws�@�
WeDe tII+SL�2 x 4 BC 8naag: ��dtd or puriieu�71°OC.Pwiio dmlOn byOt�en,ot Nlnn seota
P�IMName: .Hsrn dez
L08d8$Utl1II181y �
1)1kL truu�se been dadgnod fQ thselYeels ofwiAd loedt to acw►dBnae tvllh A8CH7.�wi1L 1ho[ollmving ucet dafined in &1 m Bn
Buil�ny Cakgary Q Q e I.00�,Ovamtl Hidg Dimc 23 R a 60lY,b�1!tt 8nd Zona'hnea�Hmb md wKba wmodagL DOR.=1�.60 �' ��0�����ed•
3'�Unb+Luced moPlive Imde haue oct bem caoaldlw�od. �
��tia loadlua hn baea ap�llad In eacadmos v+lti��C 1607.1 ��Q�LiGOrlree OT__ 44&iZ
Mem6or Fo1�Cd Summary rmletrb�eca4am�m.m��n�cmdmrmm�cu�,aac�rmm+td3H�ucummuocwsmo,�
�� � ia a a�aa W a .aa� aa o,oce ae nr
z
o a► o.sea
Notes: ,
4)Wbw Uila hua hae been ohocen for9ueliry aa�nco inepesMoq the Pram Pl�o�eeeMatbod por TPi I 2007lA1.z chall ba tim�.
. i
, 4` ,
' I
� •
, �
AmP/dW b16,Md.Rdsream4aim�sor.TA46iybMalni6adi�IhiNo7�q wa}Ob6scda
d°t�bini�mpomRYtr4maMB�'hrtapBl�fm�IbapoNm01Qt6rTmnOryonDiom�be� ����'T+mrWiiPmmlPAbaMr�vAhTPL1.3707dWTa01NOB
n.r.�a..�vawr�rc.�.arao.,e.m.mrrwam�,mrsw�s,�mr.o. mur..�ndy a.�.o.aa�a.de.emw��armrqu..m,.�e.em�r�ed� Eeg�leMatalPmdu�
mdes o�d 6rrapriav.i.6rWnd�n�Iu�.LbYwo...�w,pcyymmlup �'nw9wdM�h�ldusma.. y�doyA�.IN4dny6cdbu.wofarMor�rmi�, lxiaoee�d�o�a,ambno
ml.eqbn.Daw�6.bbuNrpyp�dvomnaml■ �� �79�N•pbmtWadoYkrdbtl6�dey�vlmO�GN��LbaOm.F�rmBOBiBDW�� L�1W7Laa7l7l1
Oo+�+��4NYIt(vsYaa C�nWme[ewmvorionb3ID��6eMddi�lwAr i� el�oma� fina'(bit�oldldhMtdvB �
c mwaamny..lmb..ciam+emtaumbros6orie�m.Umd6lhrbn,awairosJ�bNN.O.la.sawtrpy��d6.sm+ms.dMe.vy MwWoduofFep,i�)TYroaaO�.yNadankU�Goo�oi'1
rwhea eraaoam.wua�lwau�mpa amchdw�dm��A.p�etroa■aLaal�'Ii.dm�demau4.daalofu'.akrd.ellaoou�mdilt.om.en.vl�.rm Dw�ao�, �0u
PmhbdbidtcplDusp�m.TMedo�tffidnwkl6lEso�smymoesPd'�aWa�o�iqt�Gb�d7fmlbwa�y�dea��lwe.Tlo mpcqm6r�0'p�aAr6u��y
mP�IH�Osbtl'sa Ce�rn P*At�ffiI�W 1�77Qst�t. o«P Waad06 m
�/ � �.sx" ATE TIME �/
CITY OF ORONO �iN q � ��
INSPECTION NOTIC SCHEDULED � � �
PERMIT NO. � �" �COMP ED
ADDRESS �4��� �
OWNER TELEPHONE NO.�� ��—7��
CONTRACTOR
� DESCRIPTIOId `��`"'`'""�- —v��
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EX V/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/N/ETLAIVDS
y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� �FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� 0{A►NERICONTRACTOR TO MEET YOU:_YES_NO
y COMMENTS:
�
W
a
J
O
>.
�
O
�
W
�
Q
�
2
W
�
W
�
j
i
W ❑VIiORKSATISFACTORY:PRQ�EED PROJECTCOMPLEfE
� ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
0 ❑CORRECT WORK,GALI FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CQRRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL IPISPECTOR �CITATION ISSUED
❑INSPECTtOIV REQUtRED.CALLTO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952) 249-4600
OwnerlContractor an site:
Inspector. � � � �a�
White Copyllnspector's File Canary CopylSRe Notice
��J W �' ATE TIME V
`" CITY OF OROIVO �CALLED IN � `E' 0
INSPECTION NOTICE �,,2 SCHEDULED .�1Q �o
PERMIT NO. Z6 l O "0O T`� COMPLETED
ADDRESS 0 �� S �-Y'b o r' S i-
OWNER TELEPHONE NO. �s Z Z U�'"�9G
CONTRACTOR ��'S �`� �-Q �d�S �
� DESCRIPTION �� � �� C"O 1^�e"t� �•
� ❑ FOOTING ❑ PLUMBING FINAL ❑ IXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/N/ETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI � SE�G FINAL ❑ FOUNDATION/REMOVAL
� OWNERlCOPITRACTORTOMEETYOU: YES_NO
y COMMENTS:
�
W
C
O �"��f V�j v 7` ✓ � �sS
�
�
O
�
W
�
Q
�
2
W
�
W
�
�
O
��/�ORKSATISFACTQRY:PRQCEED ❑ PROJECTCOMPLEfE
J O CORRECT WORK&PRO�EED ❑ ISSUE CERTIFICATE OF OCCUPANCY
p ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
�CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN
INSPECTOR 1MLL RETURPI
�STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REWIRED.CALLTOARRANGE ACGESS.
Cail forthe next inspection 24 hours in advance. (952) 249-46�0
Or�merlCorrtractor o site:
Inspector. /
White CopyMspector's Flle Cenary CopylSke Notice