HomeMy WebLinkAbout2008-P11906 - new structure . C
- PERMIT
CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: p11906
Crystal Bay, Minnesota 55323 Permit Type:
New Structure
(952) 249-4600 Date Issued: 4/15/2008
SITE ADDRESS: 2264 Shadywood Rd Unit#
Wayzata,MN 55391
P��� 17-117-23-43-0124 '
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential
Census Code 101
Permit Class: Building
Permit Type: New Structure Pernvt Sub-type(s): New Home-Single Family
DETAILS: .
Approved per resolution#:
Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection Irrigation Electrical
(state)
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 2��24•�5 Valuation: $ 378,000.00
Plan Review Fee: $ 1,771.09
State Surcharge Fee: $ 190.00
TOTAL FEE: $ 4,685.84
APPLICANT: Oak Hill Inc. OWNER: Thomas Ziegler
14317 McGinty Rd W 2264 Shadywood Rd
Wayzata,MN 55391 Wayzata,MN 55391
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 REQUIREMENTS.
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APPLI ERMITEE SIGNATURE ISSUED BY SIGNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
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To: City Of 4rono
2750 Kelly Parkway
Orono, Mn. 55323
R.E. 2264 Shadywood Road
Permit Application
Attachments to Building Permit Application:
1) American Engineering Testing Report
Ulteig Engineers Report
Subject: Results of soil boring and structural review confirming the ability of the existing
foundation to support the new structure.
2) Ulteig Engineers Drainage Report
Oak Hill Inc. Rain Gutter Drainage Drawing
Subject:Attachment to survey to show correction of rear yard area with minimal drainage and drainage
control for roof water runoff.
Thank You � �
Tom Ziegler /�
612-366-3611
14317 McGinty Road West Phone: 612-366-3611
Wayzata, Mn. 55391 Fax: 952-932-0520
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REScheck Software Version 4.1.2
Compliance Certificate
Project Title: OH12264 08
Report Date:o2/2s/os
Data filename:C:\Documents and Settingsl0wner\My Documentsl0rono�2264 R ResCheck.rck
Energy Code: 2000 IECC
Location: Orono,Minnesota
Construction Type: Single Family
Glazing Area Percentage: 17%
Heating Degree Days: 8037
Construction Site: OwneNAgent: Designer/Contractor:
2264 Shadywood Road Tom�Kathy Ziegler Tom Ziegler
Orono,MN 55391 14317 McGinty Road West Oak Hill Inc.
Wayzata,MN 55391 14317 McGinty Road West
952-932-9301 Wayzata,MN 55391
612-366-3611
minnezig@earthlink.net
1} Y t Y
Compliance:4.0°�Better Than Code Maximum UA:531 Your UA:510
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Ceiling 1:Flat Ceiling or Scissor Truss 870 0.0 44.0 19
Ceiling 2:Flat Ceiling or Scissor Truss 168 38.0 0.0 5
Ceiling 3:Flat Ceiling or Scissor Truss 78 0.0 36.0 2
Ceiling 4:Cathedral Ceiling(no attic) 760 38.0 0.0 20
Skylight 1:Metal Frame with Thermal Break:Double Pane with 5 0.470 2
Low-E
Skylight 2:Metal Frame with Thermal Break:Double Pane with 5 0.470 2
Low-E
Wall 1:Wood Frame, 16"o.c. 3199 19.0 0.0 150
Window 1:Metal Frame with Thermal Break:Double Pane with 407 0.350 142
Low-E
Door 1:Solid 18 0.180 3
Door 2:Glass 127 0.310 39
Door 3:Solid 140 0.110 15
Floor 1:Slab-On-Grade:Heated 136 10.0 93
Insulation depth:6.0'
Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 698 38.0 0.0 18
Compliance Statement: The proposed building design described here is consistent with the building pla ra�if�.ations,and other
calculations submitted with the permit application.The proposed building has been ' ed to me e 200�tECC requirements in
REScheck Version 4.1.2 and to comply with the mandatory requirements lis ' t RE speytiari Checklist.
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Name-Title Signature 0 e
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Project Title: OH12264 08 Page 1 of 4
Data filename:C:\Documents and Settings\Owner�My Documentsl0rono\2264 R ResCheck.rck Report date:02/29/08
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESSORLEGAL: Z2GY S�,�A/J�weo�D /loA��
PID: �,qq�
DESCRIPTIONOF WORK: P�h�se.�-� a� c,S l /<�i�
�____ ri
ZONING REVIEW BY.• DATEAPPROi�ED: s Cl �
BUILDINGREi�IEWBY.• DATEAPPROVED: • �f• tl �,
FEES TO BE CHARGED: Misc. Fees Calculated By.•
PERMIT Yes No
PLAN REVIEW Yes No SEWER CONNECTION
STATE SURCHARGE Yes � No WATER CONNECTION
INVESTIGATION FEE Yes • No, PARK FEE
SAC Yes No� SITEINSPECTION
NumberofSAC Units , �'� o� �_s-_��q�� OTHER (specify)
ZONING CHECK LIST Zoning District: �/�—/ '� �
Fire Department: Post O�ce: School District:
!
Lot Area: Sg.ft. Acres , Width �� �'�' Depth .�� �
Survey Submitted: Yes� No Date of Sur"vey:' ������7``Ye V� �12.s���
Proposed Setbacks: , qp�(ov¢s� � �j �
Front(Lake): 5[�j �i�et Side: � �hlt�Ta'y lU �t A��hG�
30 � �t `
Rear(Street): l =� _ �,2ft Side: �ir�{xl �crC� ��•J��QF}✓'a�
Adjacent Structures: �/f� Wetland.• ��}
Building Height: Def. Hgt. ,�.,., Peak Hgt. �J ' tO n
Lot Coverage: ��, Q8�
Grading: StaffApproval Date: 2 By: /�oq Y Council Approval Date:
Septic: Staff Approval Date: �!r� By: —
Zoning File: # � ' Resolution: # Resolution Date:
Shoreland District: MCWD Permit:
Avg.Setback: V/�t�,r.a� Blu,fJ`'Setback: I.'l/� LotCoverage:
, Existing Proposed
Hardcover: '�0-75'
53( tG�2°��
�c�s-zso� 'LC�.3�0
2so-soo�
500-1000'
�
Hardcover l�ariance Required.• Yes �No Date of Council Approval:
REMARKS(in house): �p rnG+e„ ���� !�t ��''2� /
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33
B UILDING REVIEW CHECK LIST . - ' �
UBC: (Z' � �CONSTRUCTION TYPE: V/V
Sq Footage $Per Sq Ftg
Basement z =
Ist Floor ' � x =
2nd Floor x =
Garage x =
x =
TOTAL
Estimated Canstruction Value: $ 37Yj�(9(�O O�
Inspections Required: Work Requiring Separa.te Permits:
Site �/Plumbing Fire
Hardcove��Removal __�1lechanical ./�ater Connection
x Footing Septic _�5ewer Connection
�_Framing �Fireplace _��awn Irrigation
_�Insu?ation (Mason�y) Other
Wal�B��a�d � �/(Mfg.) �1(State Permit)
d Final � Grading/Filling lectrica/(State Permit)
�_ Other�___7�i S v4
e
REtl�lAR,KS(INHOUSE):
-------------------------e--------------------------------------------------------------------------------------------
REVIEW BY OTHERS: DATE:
Access: Existing New
,4ccess Approval: Date _ By:
------------------------------------------------------------------------------------------------------------------------
REMARKS (TO BE NOTED ON PERMIT):
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34
� RECEI'�E[�
` � �,b`� MAR 5 2007
�,�
C1TY O� ORONO
Total Fee: $ '�7'��BJ�• �� DateReceived• 3 �
Entered By: , � Permit#: ! Q
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
-----------------------------------------------------------------------------------------------------------------------
THE APPLICANT IS: (circle one) OWNER R ONTRACTOR
JOB SITE ADDRESS: �,2�o�/ �`i!t yGvad�t J�-�� 7.Ip: u�S'3 ��
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 reguired unless applicant demortstrates
su�cient on-site parking is available. Non permitted events will not be allowed.
NAME OF OWNER:��1 �i- �4, (7t.y ,Ci���or- PHONE: (home) 9��`93.?- �,30/
�/ _/�Wo�> G/Z -36 �3��/
MAILING ADDRESS:/yj j7 /y���1�t1�-/ I�ci•�/• CITY: Z,r�l�C ZIP: ��/
CONTRACTOR �GZ � /7�, `� �hG • PHONE: �/� '36�`3(//
CONTACT PERSON: O/K �,'�ctl�r MOBILE/PAGER: /2 -36 -3 //
MAILINGADDRESS:ly3/7�l� ;h y2 -W• CITY:Gt�a �. ZIP: �.�'�S3q/
STATE LICENSE: #ZoS9a a 9 Y EXPIRATION DATE: 3 / O Q'
ARCHITECT/ENGINEER: �a� ; l �� e PHONE: /.Z�.3�6—3�//
MAILING ADDRESS: �h d. �-(� - CITY: � ZIP: SS3g/
NAME: �o/yr ��'q/�r REGI TR�i ION: # ,2 L S f 7 �/f-�,Si
���� h'al�.�o�e -71a3-57�.?S�o �El�y,
TYPE OF WORK: New Home �_ Addition Accessory Structure
Move Home Remodel/Alteration(ie: Siding, Windows)
Any earth move�ent may require MCWD review and jermits! _/ �-
PROPO,s ED WORK describe in detain: � ov P e �� �� " c�c7 �[!C 7`!,�t f'. `����
-�'urt kd a�c'o� �ot p use, S�e f� c � � � c� a 7�� /�dc�
�a r^a�P � �S P�o`t d � v0/'. ,�?�i S �' �'oc�tic ��aK .' /� �I' .1'/a�/
STORIES: �_ SQ.FEET OF EACH FLO�: �5�:- � 0 6 S ,,�r�.d."l yj�D vh y rua[P
N O. O F B E D R O O M S: ,�_ G A R A G E S T A L L S: A T T A C H E D� D E TACHED_ +
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 378, DOO
I hereby apply for a building permit and I 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 st rt t a permit;and that the work will be
in accordance with the approved plan.
APPLICANT'S SIGNATURE: DATE: 1'�OS
31
Sec.13.04 RIGHTS OF SUBJECTS OF DATA • � � ,
Subd.1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section.
Subd.2. Infortnation required to be given individual.An individual asked to supply private or confidential data conceming himself shall be
informed of: (a)the purpose and intended use of the requested data within 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 azising from his supplying or refusing to supply
private or confidential daYa;and(d)the identity of other persons or entities authorized by state or federal law to receive the data.This requirement shal l
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 mav place the notice reouired under this subdivision in the individual income tax or orooerty tax refund
instructions instead of on those forms.
Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of
stored data on individuals,and whether it is classified as public,private or confidential. 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 chazge to him and,if he desires,shall 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 six
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 of the private or public data upon request by the individual subject of the data. The responsible authoriry
may require the requesting person to pay the actual costs of making,certifying,and compiling the copies.
The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of
the date ofthe request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible.Ifhe cannot comply with the request
within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays,
Sundays and legal holidays.
Subd.4.Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness ofpublic or private data
conceming himsel£To exercise this right,an individual shall notify in writing the responsible authority describing the nature ofthe disagreement.The
responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipienu of
inaccurate or incomplete 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 individual's statement of disagreement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request
for a permit 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:
1. 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.
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DATE: April 20.2016 415 Lilac Street
Lino Lakes,MN 55014
TO: SJ REUS CONST. Ph:(651)786-7722
Office F�:(651)786-0229
Drafting Faz: (651)783-3401
Shipping Faac: (65l)792-1473
1-800-336-6546
E-mail: sales@molin.com
E-mail: draftingQa molin.com
http://www.molin.com
AT'I'N: STEVE
SUBJECT: RES GARAGE-WIPSON,ORONO
APPROVAL PLAN
OUR JOB: F 16�119-E
SHEET: F 1
DELIVERY METHOD
❑Mail � E-Mail ❑Courier ❑ Hand Carried ❑ Other:
WE ARE SENDING YOU
1 Prints(PD� Calculations() General Plans& Specs
Literature Samples Others
THESE ARE(As checked below,�
� For Approval ❑ Revised For Approval ❑ For Mechanical Opening Verification
❑For Engineering ❑Revised For Engineering ❑For Your Use ❑Revised For Your Use ❑Other
� Approval Date:
(Project Delivery Dates are subject to change if approval date is not met)
� REMARKS:
PLEASE VERIFY ALL DIMENSIONS AND LOADS. PLEASE LET ME KNOW IF YOU HAVE ANY
� 4UESTIONS.
� RYAN BEDNAR ryanb(c�,molin.com
Project Drafter/Project Manager E-mail
Designers, Manufactures, Installers
Hollowcore Plank•Wall Panels•Precast•Beams and Columns•Prestressed Stadia
/
� � DATE TIME ��J
CITY OF ORONO CALLE /� � � � c� D[,'�
INSPECTION N IC SCHED���``� �T-'.-3-8�
PERMIT NO. �� COMPLETED
ADDRESS a� �� d`�--
OWNER CON . �4�C.����
TELEPHONE NO. �G�y1/l`- ` —�lo�P—c��P`�
� D SCRIPTION —/' �� �
� FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANiCAL F AL ❑ LAKESHORE/WETLANDS
y ❑ INSULAT�ON ❑ WOOD BURNER LACE
Q ❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
? ❑ PLUMBtNG RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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W ❑ ORRECT WORK 8�PROCEED C! ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOA REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WlLL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z� 249-4600
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5. Allowable Soil Bearin Pressure 1500 sf assumed er IBC 17. Install and com act backfill in lifts not exceedin 12 inches. a � � �
THESE PLANS AND SPECIFICATIONS ARE g p � � p p g �
Table 1804.2) Backfill shall be compacted to 95% standard proctor density � � �
E)CP�RESSLY STRUCTURAL REQUIREMENTS FOR � �
vTHIS PROJECT AND ARE DEVELOPED FROM DESIGN CODES: unless noted otherwise by soils engineer. Soils supporting � ..�- � ,n w
.INFORMATION PROVIDED. 1. 2015 Edition of the Minnesota State Building Code. exterior slabs�or parking lots shall be compacted according to o $ o �
soils engineer s requirements.
� OUR INV4LVEMENT IN THE DESIGN OF THIS GENERAL FOUNDATION 8� CAST-IN-PLACE 18. No part of the structure shall be placed on frozen soil. �� �
�STRUCTURE IS LIMITED TO THE INDIVIDUAL CONCRETE NOTES: 19. Maintain frost depth for all footings. Extend footings to bear � Z
MEMBERS ADDRESSED AND SPECIFIED IN THiS GENERAL on natural soils or engineered fill. � ' c =
REPORT. ALL OTHER ENGINEERING AND DESIGN =
1. All construction shall be done under the supervision of a 20. Contractor shall be responsible to keep the foundation and soil �� � �
REMAINS THE RESPONSIBILITY OF OTHERS. qualified,experienced concrete contractor. within the building area from freezing during below-freezing �e��a �'
STRUCTURAL NOTES: 2. All construction shall be performed in accordance with design construction. � n��
GENERAL: codes of the American Concrete Institute, Concrete 21. Contractor shall be responsible to implement cold weather ���€t �
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1. All construction shall be done in accordance with the good construction practice. ';�i� �
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Minnesota State Building Code. S�p
3. The contractor is to coordinate all underground mechanical concrete requirements as per ACI 305. w
2. Contractors shall verify all dimensions and conditions on site piping and ductwark elevations with the mechanical contractor " �
23. All door opening sizes and locations are to be verified. � � w
before construction is begun. All observed discrepancies shall and adjust footing elevations as necessary to conform. �� o <
be reported immediately. 24. All concrete shall be protected from premature drying and �' �
STEEL REINFORCEMENT freshly placed concrete shall be protected against wash by rain.
3. Structural members including foundations, walls, trusses, 4. "ACI Code of Standard Practices" is to govern fabrication of c
� floors, beams, columns, etc. aze designed for "in-place" loads. STRUCTURAL STEEL:
all reinforcing steel. y �
Contractor is responsible for shoring and bracing, without e
5. Cast-in- lace concrete shall be installed er ACI 318 and ACI 1. Provide structural steel bolts, anchor bolts, misc. parts; weld a� �
overstressing, all structural elements as required at all stages of p P plates and inserts as shown on the plans and as required for this 1° Z �°�^ m
construction until completion of this project. 301. Install all inserts,dowels,etc. as indicated on plans. � �, ���'�,�
buildin g pro ject. o z ��a g
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DESIGN LOADS' 6. Wall reinforcing shall be securely tied in place and floor y � ��o��
� reinforcing shall be properly supported on chairs. 2• All welding shall be by qualified welders and shall conform to a � N �� �
1. Roof: Dead Loads: 10 psf(top chord) the AWS 5.1 or 5.5. � � � � ;;:�,
U � d c x co
10 psf(bottom 7• Reinforcing supplier is to provide all accessories, chairs, 3. All anchor bolts shall be ASTM F 1554 or equal. � � �"a LL a
chord) spacing bars and supports necessary to secure steei in � �, �
accordance with"ACI Detailing Manual"latest edition. 4. Ins t a l l (2) ve rtica l re bars (o f same size as wa l l rein forcing) a t �
Live Load(snow load): 35 psf each side of each opening. Install lintels as specified below: �
8. Lap all reinforcing bars a minimuxn of 40 bar diameters and a
2. Floor: Dead Loads: 125 psf stagger splices. . Steel Lintels: Steel lintels of sizes indicated shall bear
Live Loads: 50 sf 9. Bend all horizontal reinforcing bars a minimum of 24" around a minimum of 8"on each end,on 1/2"x 6"wide x 8"
P long bearing plates with(2)5/8"diameter x 6"headed
all corners.
2,000 Concentrated studs. Weld one end of beam to plate with 1/4"x 4"
Load per IRC R601.5 10. Provide minimum concrete protection for all reinforcement as fillet weld each side of beam. Provide other end(at
per section 7.7 of ACI 318 with the following minimum control joint)with side clips which provide lateral
3. Wind load: 90 mph(exposure B) re uirements for cast in lace concrete: Z
q P support and allow longitudinal movement.
DESIGN STRESSES: . Cast against and permanently exposed to earth 0 -
l. Concrete at 28 days 3" � Q Z
. Footings f'c=5000 . Exposed to earth and weather#5 bars and smaller W � � �
psi 1 '/z" V' p w U
. Foundation f'c=4000 • Exposed to earth and weather#6 bars and larger 2" � O Z �
psi CONCRETE PLACEMENT Q � Z �
2: Reinforcing 11. All footings are centered under foundation walls and columns � � �
� . Reinforcing bars ASTM A-615 Grade 60 Fy=60 ksi above,unless otherwise shown. � Q � �
3. Structural Steel 12. Contractor shall design forms for construction of concrete Z � O U
` . Anchor bolts ASTM F1554 Ft=20 k s i walls. Construct forms to the exact sizes, shapes, lines, and (n
- dimensions shown, level and plumb. � � �
, . Misc. structural steel ASTM A36 Fy= N � W
36 ksi 13. Do not allow the concrete to drop more than 4 feet into the N �
` forms. �
. Structural steel beams,ASTM A992 Fy= �
50 ksi 14. Place concrete in the forms in horizontal lifts of not more that
2 feet and at a rapid enough rate to prevent formation of"cold
• Welds=American Welding Society(AWS)A5.1 or �o��»
A5.5 and E70XX electrodes
15. Vertical wall construction joints may be used if required by
4. Structural Lumber construction techniques,but are not mandatory.
. Sills and all other lumber in contact with concrete or SHEET
16. Shore all foundation walls appropriately (or backfill each side ��
masonry-treated#2 S.Pine(See STRUCTURAL equally)befare backfilling and compacting.
WOOD for treating requirements.) oF s
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Paumen &Associates, inc. �p�bY������yd�•�:�•�+ JMP
STRUCTURAL ENGINEERS that 1 am s duly Neansad protessional anqinaer�rtha �oB�:
2264 SHADYWOOD ROAD '�"`°`t'"'�°`"�""�°``
� = szs i2m st e,sune� 16-045
Jose h M. Paumen
�„ A, � Glencoe,MN 55336 °ATE
� � O RO N O, M I N N ESOTA Phone:(320)864-5642 g�Q��RE � 5-11-16
SJ REUS CONSTRUCTION INC. F8X:�3ZO�HF)4�7Z _ _ SHEET:
� www.paumenassociates.com DATE: LICENSE NUMBER: 127AT 2
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