HomeMy WebLinkAbout2007-P11182 (add./remod./repair) PERMIT
CITY �OF i�RONO
2750 Keiley Parkway- PO Box 66 Permit Number: p11182
Crystal Bay, Minnesota 55323 Permit Type:
(952) 249-4600 Addition/RemodeURepair
Date Issued: 7/27/2007
SITE ADDRESS: 3135 Casco Cir Unit#
Wayzata,MN 55391
PID: 20-117-23-43-0029
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential Census Code 434
Permit Class: Building
Permit T e: Addition/RemodeURepair Permit Sub-type(s): Addn/RemodeURepair
YP
DETAILS:
Approved per resolution#:
Separate permits required: Plumbing Mechanical Fireplace [rrigation Electrical(state)
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 3,537.75 Valuation: $ 564,000.00
Plan Review Fee: $ 2,299.54
State Surcharge Fee: $ 285.00
TOTAL FEE: $ 6,122.29
APPLICANT: Doug Dzurik Construction OWNER: Milo&Audrey Thompson
1700 Niagara Ln N 3135 Casco Cir
Plymouth,MN 55447 Wayzata,MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPL]ANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLI ANT PERMITE SIGNA SUED BY SIGNATURE
Copies: 1-File(Signatures Reguired), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, i-Septic) Page 1
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Total Fee: $ �P�do?, a� �'` ) Llate Received: �(i 'Z�'� ��YU lU� 7 Z �
Entered By: Permit#: Pr1�1��
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 OR ��GQNTRACTOR �;
�
JOB sITE a���ss: ,�3�._3�`� ��a�SC'��� �'_r�'�� e:._ zrP: _ ��3 `1 (
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home?
❑ YeS � No If yes, a special event permit is reguired with Police Department and City Council approval
60 days prior to the event. Shuttle bus service will be reguired unless applicant demonstrates
sufficient on-site pa�•king is available. Non-permitted events will not be allowed
NAME OF OWNER: �� i,�C l d�D��SG'!� PI�ONE: (home) ;�?-'`�7i -�5�,5-p
�
., (work)
MAILING ADDRESS: � %i.SG�tse'o C,`��, • CITY: �/��et�7 ZIP: �,-,- �'
CONTRACTOR�� � [� ���ctv; ���� ,�o � PHONE: (�,;'/;,? ;;?�/ �S/��
CONTACT PERSON: ` .�;� MOBII..E/PAGER: (;;/� -���� �{��
MAILING ADDRESS: , � � ��, � � /L� CITY: � , <u f" ZIP: �'�� �
STATE LICENSE: # „2f�(��,3 I.� EXPIRATION DATE: 3/��;/p ,{�
ARCHITECT/ENGINEER: ,j��•,�'Y'G; � �.o��` �,'�_ PHONE: y5� —��7�-�7S �'
MAILINGADDRESS: %�(�� :.�''`' S� ,�'�r,Z;� '-DG� CITy: �Cc={�,(.s;Z�v" ZIP: ..�5-_5`��� )
NAME:. .,j • � � REGISTRATION: #
TYPE OF WORK: New Home Addition �_ Accessory Structure
Move Home Remodel/Alteration (ie: Siding, Windows)
Any earth movement may require MCWD review nd permits !
P1�OPOSED WORK(describe in detai�: �� � � � ,5 ;��. • ,� w;�Y
:�"�' '
Cl t '�E� �� e-7C �' r1�-L�1 �'�� 1r ` .� ,
, '
STORIES: SQ.FEET OF EACH FLOOR:
NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DETACHED
. �
ESTIMATED CONSTRUCTION VALUATION(excluding land): $=5 .��"° �, �'���
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 wark is not to start without a permit;and that the work will be
in accardance with the approved plan.
ti �
• APPLICANT'S SIGNATURE: - "�cZc�/ DATE: � �c�� i
31
Sec.13.04 KIGHTS OF SUBJECTS OF DATA
Subd. 1. Tcpe 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. Information required to be given individual.An individual asked to supply private or confidential data conceming himself shall be
informed of. (a)the purpose and in[ended 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 arising from his supplying or refusing to supply
private or confidential data;and(d)the identity of other persons or entities authorized by state or federal Iaw to receive the data. This requirement shal I
not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcemen[officer.
The commissioner of revenue may place the notice required under this subdivision in the individual income tax or propertv tax refuod
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 charge to him and,if he desires,shall be informed of the content and
meaning of that data. After an individua]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 additiona]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 authority
may require the requesting person to pay the actual costs of making,certifying,and compiling the copies.
The responsible authoriry shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of
the date ofthe reques[,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he 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 of public or private data
conceming himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature ofthe disagreement. The
responsible authorih�shall within 30 days either. (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients 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 Yhe individual's statement of disagreement is included with the disclosed data.
The determination ofthe responsible au[hority may be appealed pursuant to the provisions ofthe 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. lf 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 ermit.
`>C�1� �' J1'��`�6�ft' t ._.i�ZG{v'i�
First � Middle Last
I7���c� �,��c�va�� ���
Address
��'��c�7� 1�t..�L' _`���yyT 7,�� -�f�l�� �-��s(�
City State Zip Phone
I understand my rights as stated above. ,
c� Ci'J �`��- '' r -
ure _ �
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Reset Form 32
�CHEC]K pFF �IST FOR ISSUANCE O�' �E�'�'nTS
FOR OFFICE USE ONLY � � t�C i :Q
�DDRESS OR LEGAL:
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PXD: ,p�c—
�E5 CRIy'I.'���1' OF W ORK: p i�rt� �' �'''W
-----______------ ----��G��—���----------------pATE APPROVED: �^� '��<i J t
ZO�'1�G REVIE�V 13Y:
gULLDING REVIEtiV BY:
� D�,.T'E APPROVED: � • 2.6 •o� .
�`EES TO EE C�IAJ�GEA:r Misc. Fees Calculated By:
PERl�'LIT Yes � No
PLAN REVIEtiV � Yes �/ No SE�VER CO�INECTION
� No tiVATER CONNECTION
STATE SURCHAR.GE YeS �o _� p�I{ FEE
INVESTIGATION FEE Yes No �/ STTEINSPECTION
S AC Yes
OTHER (specify)
Number of SAC�Uruts __________ ___________
-----------------------
---------------------------------
�p� � G CH�CK LIST Zoaing Districr. L�"� � �
Post Office: Schaol District: �
Fite Dep3rtmen�: .
Lot Area; Sq,ft.
7i� �jl� � Acres � ��C� Width Dep�h
Survey Submitted; Yes� �Q
Date of Survey: �� 2�J� � �
Proposed Secbac . • V � l'
Froat'(Lake) � � � R�ht Side; � G � V
� � I /
Rear (Screet): �7�� � � L�ide: �____
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auililin� Hei�t: DeF. Hgt. Peal`Ho�' ��
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Lot Coverage: � � ' � ��'I
n g Council Approval Dace:
Gradi.ng; Scaff Approval Date: Yenro�,�vc, y; .
Szpcic: Scaf� Aporov� Date:
�l" By: W �
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Zoa+n� File: �� �`'��-� Resolut;oa. R _
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Shoreland Dlstric�: ��� � �� � 1-� i��'�
A�g� �e������^='�
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BUII�DING REVIE�Y CHECK LIST ,
UBC: 12'3 ' CONSTRUCTION TYPE: y�l
Sq Faotage $ Per Sq Ftg
Basem.enc . X = .
lst Floor � z ' _
2nd Flaor x = .
Garaoe x —
z —
TOTAL
Estimated Constructioa Yalue: $ Sby�p00 °�
T_nspections Required: `York Requiring Separate Permits:
5 ice Plumbing Fire
Hardcover F,emoval �Mechanical Water Coaaection
_�Footing � Septic Sewer Coanectioe
� o( Framing � Fireplace _ � Lawn Inigation
_�I�u�acioa pC (Nlasonry) O[her
_�tiVall Soard _�C (jytgg,) Wet! (Stace Perm.it)
_�z F�� Grad�ng/Filling oc Eleccrical (S�ate Petznit)
Other
R.ENIARKS (IN�IOUSE): ' ------
-----------------------------------------------------------------------------------------------------------------
REVIE'4V BY �THERS: ���;
Access: Ezis[i.ag New
Access �approva;: Date �y;
REI� S (TO EE NOTED QN PERtifTT}: rvee.c9s G�p�n/6 APP�e9 P�.�oa2.------
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3135 C�sc� c� 2.c.�z
Mattson Macdonald Young ;�-
structural engineers ;��%;"
Basset Creek Business Center
901 North 3rd Street,Suite 100
Minneapolis, MN 55401
612-827-7825 voice
612-827-0805 fax
memorandum
Date: July 25,2007
To: Doug Dzurik
Attn: Doug Dzurik Construction, Inc.
From: David Macdonald
Project: Thompson Residence
Proj No: 07299
Subject: Existing Foundations
Doug:
I understand from our conversation that the building inspector would like assurance that the existing footings
will be capable of supporting the new loads resulting from the addition of trusses over the existing house. I
have performed calculations as a part of my original design and determined the loads on the existing walls
and foundations resulting from the addition and modification of the existing structure. I have found that if the
existing footings are at least 12"wide they will be capable of supporting all of the anticipated live and dead
loads in accordance with the Minnesota State Building Code. Since the foundation walls are 12"wide, I am
certain that the existing footings will exceed this minimum size.
If you have any questions concerning the above, please do not hesitate to contact me.
Sincerely,
Mattson Macdonald Young, Inc.
� � � I hereby certiPy that this plan,specification or report was
prepared by me or under my direct supervision and[ha[[am a
daly licensed Professional E�gineer under the laws of the State
David H. Macdonald of Minnesota.
�-..•r�//ll,..,..,."r,,
David H.Macdonald P.E.
7/25/2007 MN Reg.No. 14751
,,,�10;-c;I:^Ci; P%:'�; 1 0? .
3�3� �s�o
Mattson Macdonald Young ,�-
structural engineers ;��i:
Basset Creek Business Center
901 North 3rd Street,Suite 100
Minneapolis, MN 55401
612-827-7825 voice
612-827-0805 fax
memorandum
Date: December 5, 2007
To: Doug Dzurik
From: David Macdonald
Project: Thompson Residence
Proj No: 07299
Subject: Header under the East wall of the Living Room
Doug:
I received a phone message from Bruce with the City of Orono. He asked that I review the double 11 7/8"
Lvl beam placed within the deck framing under the new east wall of the living room. He noted that this Lvl
beam is the one indicated on the drawing that I provided S2c. He further indicated that this Lvl will be
supporting loads from six roof trusses, each imposing a load of 1600 Ibs on the wall above that is supported
by these Lvl's.
I have reviewed my calculations and find that the Lvl's, spanning 13'and supporting the weight of the roof
trusses as well as the dead weight of the wall above will be acceptable. My calculations indicate that the
Lvl's will be loaded to within 98% of the maximum allowable load. The total load deflection will be 4%over
the maximum deflection recommended however, since the live load deflection will be within the L/360
criteria, I judged the total load deflection to be acceptable.
I will attempt to cali Bruce to explain the results and make sure he is satisfied with this answer.
If you have any questions concerning the above, please do not hesitate to contact me.
Sincerely,
Mattson Macdonald Young, Inc.
.�.y,% /'7 i (�+a.��.�.
�
David H. Macdonald
mm12-05�.doc Page 1 of 1
. '
, � � �
?��� ���� Permit#
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Permit Date
REScheck Software Version 3.7.3
Compliance Certificate
Report Date: 06/18/07
Data filename: P:\Current Projects\Thompson, Milo-061216.R\Drawings\Eneg.Calc\Milo Thompson.rck
Energy Code: 2000 IECC
Location: Orono, Minnesota
Construction Type: Single Family
Giazing Area Percentage: 14%
Heating Degree Days: 8037
Construction Site: Owner/Agent: Designer/Contractor:
Milo Thompson Jeffrey Sweitzer
Owner&Architect of Design Sharratt Desing&co.Ilc.
3135 Casco Sercle 464 2nd.St.
Orno,MN 55391 Excelsior,MN 55331
952 471 2550 952 470 9750
. . i . . . .. •
. . . . •
. . , - . • . � ..
. .
Ceiling 1: Raised or Energy Truss: 1952 44.0 0.0 43
Ceiling 2:Cathedral Ceiling(no attic): , 892 49.0 OA 20
Ceiling 3:Flat Ceiling or Scissor Truss: 291 44.0 0.0 8
Wall 1:Wood Frame, 16"o.c.: 6738 19.0 0.0 339
Window 1:Wood Frame:Double Pane with Low-E: 656 0.350 230
Door 1:Glass: 431 0.390 168
Wall 2:Solid Concrete or Masonry:Exterior Insulation: 1123 10.0 0.0 114
Window 2:Wood Frame:Doubie Pane with Low-E: 37 0.350 13
Basement Wall 1:Masonry Block with Integral Insulation: 1274 10.0 0.0 94
Floor 1:Slab-On-Grade:Heated:,Insulation Depth:6.0' 152 10.0 104
Floor 2:All-Wood Joist/Truss:Over Unconditioned Space: 1296 38.0 0.0 34
Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in
REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Builder/Designer Company Name Date
.___.__..�_.__..w..�._.�___._..m_._.._.e._..._m__..�..__._._.__....m_......�......._,_._.....,.�...___�__._..,m.s�_,..._.,...._..,.....�.�_.._...�.�___�_.......,�.�.�...._.__...,_ _...
Page 1 of 4
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REScheck Software Version 3.7.3
Inspection Checklist
Date: 06/18/07
Ceilings:
❑ Ceiling 1:Raised or Energy Truss,R-44.0 cavity insulation
Comments:
❑ Ceiling 2:Cathedral Ceiling(no attic),R-49.0 cavity insulation
Comments:
❑ Ceiling 3:Flat Ceiling or Scissor Truss,R-44.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
❑ Wall 2:Solid Concrete or Masonry:Exterior Insulation,R-10.0 cavity insulation
Comments:
Basement Walls: ,
❑ Basement Wall 1:Masonry Block with Integral Insulation,7.8'hU5.8'bg/7.8'insul,R-10.0 cavity insulation
Comments:
Windows:
❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.350
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Glass, U-factor:0.390
Comments:
Floors:
❑ Floor 1:Slab-On-Grade:Heated,6.0'insulation depth,R-10.0 continuous insulation
Comments:
Slab insulation to extend down from the top of the slab to at least 6.0 ft.OR down to at least the bottom of the slab then
horizontally for a total distance of 6.0 ft.
Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)
insulation and extends at least 6 in.below grade. �
❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation
Comments:
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed.
❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembiy with a 0.5"clearance from
combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation.
._._......_.._..��.r.�___._.._..�..........�_�..__�.._.�.... Page 2 of 4
Vapor Retarder:
❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment must be installed in accordance with the manufacturer's instailation instructions.
❑ Materials and equipment must be identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided.
❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
❑ Ducts in unconditioned spaces must be insulated to R-5.Ducts outside the building must be insulated to R-8.0.
Duct Construction:
❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives),
mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500
Pa).
❑ The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the
heating and/or cooling input to each zone or floor shall be provided.
Service Water Heating: �
❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral
heat trap or is part of a circulating system.
❑ Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
❑ Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from
non-depletable sources.Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2.
_._.�.__...�_.__�.�._._Page 3 of 4
�
Table 1:Minimum insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water
Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2:Minimum Insulation Thickness for HVAC Pipes
Insulation Thickness in Inches by Pipe Sizes
Fiuid Temp.
Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
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Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 5/29/07 page 41 of 71
Hallmark#
Test Date Expiration Dade# , �
Product Name& DP Rating& Prod ID Code TDI# Comp
Description Box Size W x H Air Water Structural Report# FL# Expiration
NOTE:
706 Ultra Push Out Casment C-C85 914 x 1829(36 x 72)'05 80 . 85 t85 2121/2007 Pending Blue=Link•
IPD3,KUE16,EE (Maple Sash) C-C85 914 x 1829(36 x 72)'02 0.04cfm/H' 12.75 psf t.127.5psf NA 2/21/2011 Peacn=Link
Onelite,IG,Lami 21 18.00ft' +1.57psf 4 cycles C.W.P.L. 180-7303
3 Lock Multi-PoinU4 Concealed Euro Hinges A3,B6,C5,C5 ±.70.00psf
R&D 06193 IPD3
706 Ultra Push Out Casment C-C85 914 x 1829(36 x 72)'OS 80 85 ±85 2/21/2007 Pending
IPD4,KUE16,EE(Maple Sash) C-C85 914 x 1829(36 x 72)'02 0.04cfm/ft' 12.75 psf ±,�Z7.5psf NA 2/21/2011
Onelite,SG,Lami 11 18.00ft' +1.57psf 4 cycles C.W.P.L. 180-7303
3 Lock Multi-Point/4 Concealed Euro Hinges A3,B6,C5,C5 ±.70.00psf
R&D 06192 IPD4
_ -- 706 Ultra Push Out Casement C-R55 914 x 1829(36 x 72)'05 80 75 ±55 4/4/2007 Pending
'r�.. SP,Segment Head,KUE16,EE C-R55 914 x 1829(36 x 72)'02 0.03cfmlft' 11.25 psf ±,g2.5psf NA 4/4/2011
i i`,� Onlite,IG,118"Ann-1/8"Ann 17.44ft� +1.57psf 4 cycles 180-7328
�� 2 Single Point Locks/4 Tri Euro Hinges A3,65,C5,C3
i�/"�.._._� R&D 06182
= 706 Ultra Push Out Casement C-R85 914 x 1829 (36 x 72)'05 80 85 t85 419I2007 Pending
���� IPD3,Segment Head,KUE16,EE (Maple Sash) C-R55 914 x 1829(36 x 72)'02 0.01cfm/ft' 12.75 psf ±.127.5psf NA 4/8/2011
Onelite,IG,Lami 21 17.44ft' +1.57psf 4 cycles C.W.P.L. 180-7338
3 Lock Multi-Pointl4 Tri Eura Hinges A3,B6,C5,C5 ±.70.00psf
R8D 06190 IPD3
706 Ultra Push Out Casement C-R85 914 x 1829(36 x 72)'OS 80 85 ±85 3130/2007 Pending
��� IPD4,Segment Head,KUE16,EE (Mapie Sash) C-R85 914 x 1829(36 x 72)'02 0.01cfmlft' 12J5 psf t.127.5psf NA 3130/2011
�� Onelite,IG,Lami 11 17.51ft' +1.57psf 4 cycles C.W.P.L. 180-7327
�; 3 Lock Multi-PoinU4 Tri Euro Hinges A3,B6,CS,CS t.70.00psf
�,' R&D 06187 IPD4
—^ 706 Ultra Push Out Casement C-R60 914 x 1829(36 x 72)'05 80 60 ±60 4/18I2007 Pending
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!�,� Onelite,IG,Lami 21 17.03ft� +1.57psf 4 cycles C.W.P.L. 180-7349
` 3 Lock Multi-PoinU4 Concealed Euro Hinges A3,B6,C5,C5 ±.70.00psf
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706 Ultra Push Out Casement C-R60 917 x 1829(36 x 72)'05 80 60 ±60 4/18/2007 Pending
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�- R&D 06186 IPD4
706 Ultra Push Out Casemnt C-R70 914 x 1829(36 x 72)'05 80 75 ±70 4/19/2007 Pending
��, IPD4,114 Circle,KUE16,EE (Maple Sash) C-R70 914 x 1829(36 x 72)'05 0.01cfm/ft' 11.25 psf ±.105.00psf NA 4/19/2011
� ' Onelite,SG,Lami 11 16.06ft' +1.57psf 4 cycles C.W.P.L. 180-7355
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Kolbe and Kolbe Millwork Air,Water,Structural Test Reports Manual 5/29/07 page 40 of 71 "
Hallmark# . �
Test Date Expiration Dade# _
Product Name& DP Rating& Prod ID Code TDI# Comp
Description Box Size W x H Air Water Structural Report# FL# Ex iration NOTE:
Ultra Push Out Casement C-C65 914 x 1829(36.00 x 72.00)'05 80 65 t65 12/20/2005 413-H-859.00 No Blue=LIn4c
KUE16,EE,2 5/8"Stiles C-C65 914 x 1829(36.00 x 72.00j'02 0.02cfm/ft' 9.75 psf t97.50psf N/A 413-H-859.01 Peach=Link
HP,Onelite,IG,3/32"Hs-3/32"Hs 18.00ft' +1.57psf 4 cycies Stork 413-H-859.02
Multi-Point Lock,Friction Hinges A3,B4,C5,C4 180-7072 12/20/2009
R8D 05092
WIN-790
SP,Onelite,IG,1/8"Ann-1/8"Ann Dp-50 FL 6861.6('04)
706 Ultra Push Out Casment C-055 914 x 1829(36.00 x 72.00)'05 80 60 ±55 1/1 t/2007 413-H-897.00 No
KUE16,EE C-055 914 x 1829(36.00 x 72.00)'02 <.01 cfm/ft' 9.00 psf t.82.5psf N/A 413-H-897.01
SP,Onelite,SG,1/4"Ann-1/4"Ann 18.00ft' +1.57psf 4 cycles Stork 473-H-897.02
2 Single Point Locks,Friction Hinges A3,B4,C5,C3 180-7290 1/11/2011
R&D 06199
706 Ultra Push Out Casment C-C85 610 x 1067(24.00 x 42.00)'05 80 85 ±85 1/11/2007 413-H-897.03 No
KUW136,EE C-C85 610 x 1067(24.00 x 42.00)'02 <.01 cfm/ft' 12.75 psf ±.127.5psf N/A 413-H-897.04
HP,Onelite,SG,1/8"Ann-1/8"Ann 7.00fN +�,57psf 4 cycles Stork 413-H-897.05
1 Single Point Locks,Friction Hinges A3,66,C5,C5 180-7291 1111/2011
R&D 06200 Dp-50
SP,Oneli(e,IG,3/32"Ann-3/32"Ann
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� ��� ..1��. State of Minnesota Constructir�n Codes and Licensing Division
�, -�,,,,F,�.,.� Uepartment of Labor and industry Telephone:(651} 284-5065
�;;
�-���; t� ' p�� 443 Lafayette Road N.
�,�.�}�� ,�::. E-mail addre�ss:dlf.contractor�state.mn.us
..,,•,�.. �t�,,::�' St. Paui, MN 55155-4344 Website acldress: www.doli.state.mn.us
t►,+le�►�
Res�dentiai Building Contractor License
Legai hJ�n7a: bOUG GZUR;K CO�lSTFiUCTION INC Business Structure:
pB�' CORPORATION
Address; 1700 NIAGARA LN N
SUITE 201
PLYMOUTH, MN 55447
License identification Number: 2006?.372 Qualifying Person; DOUGLAS MICHAEL DZURIK
Lic�anse Expiration Date: 3/31/2008 Continuing Educatiun:7 hours due by 3/31/2008
2335 Highway 36 W
St.Paul,MN 55113
Tel 651-636-4600
Fax 651-636-1311
www.bonestroo.com
March 20, Zoo� �Bonestroo
Ms. Melanie Curtis
Planner
City of Orono
Post Office Box 66
Crystal Bay, MN 55323
Re: 3135 Casco Circle
File No. 000139-07000-1
Plat No. 07-3270
Dear Melanie:
We have reviewed the revised survey for the property at 3135 Casco Circle, dated 3/7/07.We have the
following comments with regards to engineering matters:
• The proposed grading to the west of the house will direct runoff onto the property to the west.
The grading should be revised such that all runoff is contained on the subject property.
• The proposed slopes in the vicinity of the boulder retaining wall at the northwest corner of the
house, antl to the west of the proposed garage exceetl 3:1. The grading should be revised in these
areas such that all slopes are less than 3:1.
• It appears that the proposed grading will result in 1-2'of fill on the north side of the retaining wall
to the east of the proposetl garage. The plan should intlicate if any modifications are to be matle
to the existing retaining wall height.
• It appears a proposed 966 contour is missing near the retaining walls to the west of the proposed
garage.
• Final plans should inclutle erosion and sediment control details.
If you have any questions, please call me at(651) 604-4894.
Yours very truly,
BONESTR00
�� , �
Darren Amuntlsen
Cc: Tom Kellogg
2335 Highway 36 W
St.Paul,MN 55113
Te1651-636-4600
fax 651-636-1311
www,bonestroo.com
July 19, zoo� � Bonestroo
Ms. Melanie Curtis
Planner
City of Orono
Post Office Box 66
Crystal Bay, MN 55323
Re: 3135 Casco Circle
File No. 000139-07000-1
Plat No. 07-3270
Dear Melanie:
We have reviewed the revised survey for the property at 3135 Casco Circle, dated 6/25/07. We have the
following comments with regards to engineering matters:
• Slopes exceed 3:1 in the area just northwest of the existing house and proposed retaining wall,
• The proposed retaining wall at the northwest corner of the existing house is restricting the swale
width to approximately two feet. At a minimum, the outside edge of the retaining wall should be
in line with the existing house to allow for a consistent swale width along the west side of the
house.
• With the proximity to of the egress retaining wall to the drainage swale, the applicant should
consider not using a boulder wall. We would recommend a cast-in-place wall that could be
extended above ground providing greater protection from flooding.
• There is a 3-foot diameter maple tree in the middle of the proposed drainage swale along the west
lot line, If this tree is to remain, runoff will be directed to the neighboring property, squeezed
between the tree and proposed home, or a combination of the two.
• Final plans should include erosion and sediment control details.
If you have any questions, please call me at(651) 604-4894,
Yours very truly,
BON ESTR00
�- -.
�`f—� �_�
Darren Amundsen
Cc: Tom Kellogg
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White Copyllnspector's File Canary CopylSite Notice
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Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
_ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
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Call for the next inspection 24 hours in advance. (952� 249-46��
OwnerlContracto�,on s't :
inspector. � _ � �"
White Copyllnspector's File Canary CopylSite Notice
C��J � (� TIME ✓
Y OF ORONO CALLED IN " �
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Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 S T C FINAL 35 HARD COVER REMOVAL
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G INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
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Owner/Contr s e:
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White Copy/lnspector's File Canary Copy/Site Notice
� I - ✓ / D /� n TIME �
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❑ GTATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next i spection 24 hours in advance. (g52) 249-4600
OwnerlContra 't :
Inspector.
White Copy/lnspector's File Canary CopylSite Notice
U—'I DA TIME �
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OwnerlContrac�n si� :
Inspector.
White Copyllnspector's File , `
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OwnerlContr n site:
Inspector.
White Copyllnspector' File Canary CopylSite Notice
� D TIME ✓
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Owner/Contractor on site:
Inspector. + �I �
White Copyllnspector's File Canary CopylSite Notice
/ / P'�� ,� TE TIME �
CITY OF ORONOP`��� f CALLED IN 7
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� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
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Call for the next inspection 24 hours in advance. �952� 249-46QQ
OwnerlContractor on site:
Inspector. � � �
White Copyllnspector's File Canary CopylSite Notice