HomeMy WebLinkAbout2012-00353 - addn/remodel/repair . ,
CITY OF ORONO * 2 0 1 2 - 0 0 3 5 3 *
2750 KELLEY PARKWAY DATE ISSUED: 05/1 U2012
ORONO, MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 4149 HIGHWOOD RD
PIN : 07-117-23-44-0018
LEGAL DESC : HIGHWOOD LAKE MTKA
: LOT 022 BLOCK 000
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTIVITY : 434-RESIDENTIAL
VALUATION : $ 12,500.00
NOTE: REPLACE EXISTING TWO STORY DECK IN KIND.
APPLICANT pERMIT FEE SCHEDULE 236.00
IRONWOOD CARPENTRY,LLC STATE SURCHARGE(VALUATION) 6.25
443 iJNION PLACE TOTAL 242.25
EXCELSIOR,MN 55331-
(952)201-7937 PAID WITH CC# 9954
Minnesota State License#:BC638723 .
OWNER
KOCH,MARK&NANCY
4149 HIGHWOOD RD
MOiJND,MN 55364
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires sepazate
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 conswction is
suspended for a period of I80 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked y time for due cause.
i � i( � � /
ppl� t P ee ' Date Issued Signature Date
ARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
� � City of Orono
Building Permit Application for Maintenance / Renovation� �
(w�ndows, doors, siding, re-roof, etc.) ����
�.-:--= Mailing Address:
��,�j\ PO Box 66 Permit number: p�0/O�{—� �
/O � o\ Crystal Bay, MN 55323-0066 Date received: .� /` >
/
� � Received by:
,� '�� �,i Street Address:
'�',�, �� �< � ��'�� 2750 Kelley Parkway Plan review fee: �.$ D
�xE�� Orono, MN 55356 �d�� _p03s
_= Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION: � ' � � �� G��o�� ��
Job Site Address:
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 prror to the event. Shuttle bus service will be
required unless applicant demonstrates su�cient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR I APPLICANT INFORMATION:
Name: /o c.-�� a �a r ��'�- L�- G
State License# C.. C�'7�'� Expiration a e: 3 3 � �/�
.
Lead Certification Number: Expiration Date:
(for work on homes that were constructed prior to 1978
Phone: 9 �J Z,- 2,0 — '3� (office) (cell)
Mailing Address: t�/ (, ;o� City: $/oY ZIP: (
Contact Person: w Applicant is: / Homeowner �Circle One)
Email and/or Fax:
PROPERTY OWNER INFORMATION:
Name: �0�0�'-�, ��,fl�,�1
Phone(day):
Address: /t.j 9' ��w� Q p� �Q p� City: ��-o,,� v ZIP: 's�(�C-�
Email and/or Fax
PROJECT INFORMATION:
Type of Project: Any earth movement may require
❑ Door(s) ❑ R�model ❑ Fire Damage MCWD review&permits:
/ Minnehaha Creek Watershed District(MCWD)
❑Re-roof,asphalt ddRepair ❑Storm Damage 18202 Minnetonka Blvd
❑ Re-roof,cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391
Phone: 952-471-0590
❑ Re-roof,other(specify) ❑ Siding ❑Other: (specify) Fax: J52-471-0682
❑Window(s) www.minnehahacreek.orq
Overalt Project Description: ('� � S V L ,g ,
Estimated Construction Valuation of Project(excluding la ) $ � �, .-�j
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no altemative
but to reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is Gassified by State law as either private or
confidential. Private data is information which generalty cannot be given to the public but can be given to the subject of the
data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annualty update our records and records of other governmental agencies
re uired b law. If ou refuse to s I the information,the a lication ma not be issued.
�""
ApplicanYs Signature: Date: � y'
Last Updated: 08-09-2011
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Plan Review Check�ist for New Structures / �4ddi#ions
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Description of work: '� '` �
Septic review by: �' Da#e Approved;
Zoning review 6y: Da#e A,pproved �'�,,.�`.. ; ��� Z--
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Matenals Database 1339
Member Data
Description: Member Type: Joist Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
Standard Load: Moisture Condition: Dry Buiiding Code: IBC/IRC
Dead Load: 20 PSF Deflection Criteria: U480 live, U240 total
Live Load: 60 PSF Deck Connection: Glued&Nailed
Filename: KY619
Joist Design Includes CCMC Vibration Check
Subfloor:3/4"OSB
Ceilinq: (None) Blocking:(See Requirements Below)
14 O O 5 O O
9 � ,
,
,900
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Girder Steel 1.750" N/A 536# --
2 13'10.250" Wall Steel 3.500" 1.610" 1026# --
Maximum Load Case Reactions
UseA tor applying pam bads(or fine bads)to ca�rying mem6ers
Dead Live
1 120#(120p1� 416#(416p1�
2 257#(257p1� 770#(770p1f)
Design spans
13'10250" 5' 0.000"(right cant)
Product:SPFPT#2 2 x 12 12.0"O.C.
Component Member Design has Passed Design Checks'**'
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1794.'# 2653.'# 67% 6.93' Odd Spans D+L
Negative Moment 1000.'# 2653.'# 37°� 13.85' Total load D+L
Negative Unbrcd 1000.'# 2653.'# 37% 13.85' Total Ioad D+L
Shear 551.# 1519.# 36°k 13.16' Total load D+L
Max.Reaction 1026.# 2470.# 41% 13.85' Total load D+L
LL Deflection 0.1996" 0.3464" U832 6.93' Odd Spans L
TL Deflection 0.2453" 0.6927" U677 6.93' Odd Spans D+L
LL Defl.,Rt. -0.2305" 02500" 2U520 18.85' Odd Spans L
TL Defl.,Rt. -0.2565" 0.5000" 21J467 18.85' Odd Spans D+L
Control: TL Defl.,Rt.
DOLs: Live=100�o Snow=115qo Roof=125% Wind=160%
Design assumes a repetitive member use increase in bending stress:15°�
This member has been designed in aCcordance with NDS 2005
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
PJI protluct names are trademarks ot their respective owners
�p��ar R. CopyrigM(q1987-2011 by Keymark Enterpnses.LLC.ALL RIGHTS RESERVED.
"Passinq is tlefinetl as when the member,800r joist,beam or q�rder,stwwn on this tlrawing meets applicable Cesgn critena for Loads,Loading Condilions,anG Spans 6ste0 on fhis sheet.The
tlesian must be reviewed by a qualifetl tlesiqner or tlesign professional as required for approval.This design assumes pmtluct installation according to the manufacturer s specificffiions.
ironwood beam calc 5-3-12
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kmBea�nEngine 4509s
Mate.rials Database 1339
Member Data
Description: Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: None
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Dead Load: 10 PLF Deflection Criteria: U360 live, U240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 9.5 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Side Begin End wdth StaK E�d Start E�d Category
Additional Uniform(PLF} Top 0' 0.00" 16' 6.00" 257 770 Live
O sso � soo �/
, --
16 6 O
Bearings and Reactions
Input Min Gravity Gravity
location Type Material Length Required Reaction Uplift
1 0' 0.000" Wafl Steel 5.500" 1.500" 3720# —
2 8' 1.375" Wall Steel 5.500" 4.127" 10690# --
3 15' 8.750" Wall Steel 5.500" 1.500" 3482# --
Maximum Load Case Reactions
UseU for applyi(g paM bads(w U�bads)to wrtying members
�QBf� LIV@
1 858# 2863#
2 2720# 7969#
3 771# 2711#
Design spans
8' 1.375" 7' 7.375"
Product:31/2x91/2 Rosboro Treated Beam 1 ply
Component Member Design has Passed Design Checks.`*
Design assumes continuous lateral bracing along the top chord.
Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capac'tty Location Loading
Positive Moment 6352.'# 10529.'# 60% 325' Odd Spans D+L
Negative Moment 8426.'# 10529.'# 80% 8.11' Totat toad D+L
Negative Unbrcd 8426.'# 10429.'# 80% 8.11' Total load D+L
Shear 4586.# 6650.# 68% 7.71' Total load D+L
Max.Reaction 10690.# 14245.# 75% 8.11' Total load D+L
TL Deflection 0.1482" 0.4057" U656 3.65' Odd Spans D+L
LL Deflection 0.1214" 0.2705" U801 3.65' Odd Spans L
Control: Negative Unbrcd
DOIs: Live=100% Snow=115% Roof=125% Wind=160%
. All protluct names are traUemarks of theit respective owners
Keym ark� �opyrigM(C)7987-2017 by Keymark Enterprises,LLC ALL RIGHTS RESERVED.
"Passing is tlefinetl as when the member,floor joist,beam or girder,shown on this Oraweg meets app6cade Oesign cfBeria for LoaAs.LoaOrng CmOilions,and Spans listetl on this sheet.The
tlesign must be reviewed by a qualifietl desiqner or design pmtessional as required for apOroval.This tlesign assumes product instalfatfon ecCortling to the manufacturer s spedfcations.
� D E TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE CHEDULED ����
PERMIT NO. 'DU onnQ TED
ADDRESS
OWNER T E ONE NO.
CONTRACTOR �d �
a DESCRIPTION
� ❑ FOOTING ❑ L BING FINAL EXCAV/G DING/FILLING
Q ❑ POURED WALL ❑ M CHANICAL RI ❑ LAKESH REMJETLANDS
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
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
v�, COMMENTS:
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W�tGRLCSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
� ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
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O ❑CARRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING , PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.GALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-46�0
OwnerlContractor on site:
Inspector. - �
White Copyll�spector's File Canary CopylSite Notice
v� 'v �� T TIME �
CITY O RONO CALLED IN a�
INSPECTION NOTICE SCHEDULED ,/D.'/lD
PERMIT NO�D/07-Ub3S.3 COMPLETED
ADDRESS �/�G/ � 5��--��
OWNER TE PHONE NO.���a�J-7�-37
CONTRACTOR ��� �
�; DESCRIPTION ��
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� ❑ FOOTING ❑ PLUMBING FINAL EXCAV RADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI LAKES REM/ETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ EE MOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
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O INSPECTfON REQUIRED.CALL TO ARRANGE ACCESS.
Caii for the next inspection 24 hours in advance. (g52) 249-4600
OwnerlContractor on site:
Inspector.
White Copylinspector's File Canary CopylSite Notice
(� �� (z� DA TIME �
CITY OF ORONO CALLED IN Z Z �
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Call for the next inspection 2a hours in advance. (g52) 249-4600
OwnerlContractor on site:
Inspector. /�,/ L� �S
White Copyllnspector's File Canary CopylSite Notice
�J DATE TIME V
CITY OF ORONO CALLED IN 7'20
INSPECTION NOTICE SCHEDULED ?23"/Z ����
PERMIT NO. avia -�3s,3 COMPLETED
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OWNER TELEPHONE NO. 4�� ZO/ 79.3 7
CONTRACTOR ��"Ln2�U�'Dd �J1�1-G
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❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI � SEPTIC FINAI ❑ FOUNDATION/REMOVAL
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INSPECTORIMLL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-46��
OwnerlContractor on site:
Inspector. �
White Copyllnspector's File Canary CopylSite Notice
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� Nesset Architecture, Inc. COPYRiGHTS: REGISTRATION: PROJEGT: DATE/PHASE: SHEET
� 6321 ElM 7REE AVE. TH�SE�a�++t�Ts r� 1 MEREBY CERIfY THAT THIS PLAN. 4/3012012
INSTRUMENTS OF SERVICE SDECIFlCATION OR REPORT WAS Remodeli n fOf:
� Excelsior,Minnesota pND AS SUCH RFhW N THE FREGARED Bv ME OR UNDER MV �
55331-7779 ormt�arra arsser D1REC75UPERYISIONANDTHAT! � ��N Wo4 a ��
ARCMRECTURE,INC. USE AM A DULY REGISTfRED ARCMRER
OR PUBUCATION REQtIIRES UNDER THE lAWS OF TME$TATE NOT FOR
tel: 952.474.1008 WRITTENAPPROVALOF OFMINNESOTA
0 fax:952.474.0228 NESSETaRCHRECTURE,INC. CONST.
DATE: REG.t�10.12337 41�9 HIGHWOOD RD. OF
e-mail:mark(�nessetarchitecture.com
web site:nessetarcniteaure.com OFZ�N�, MN
MARN L.NESSET.AIA �
--- �_-
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, � y�h�QQd
CrRTII'ICJ\T� OI' SUP.VL•'Y:
1 /4o �,/ for Larry Karkela
�\ av 41�9 Highwood Road,
� \ s► �SaD�D � Oro710� rtinnesota =
�'' �ROHO CA�Y
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� ' �� a<°��� �� PPROVED�� �rn �Fd e�K- �n-I�I�•
� �^ Q APPROVED WITN ��
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`p n; ��'► v�.501. �
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��° �� �. Lot area = 10,449 .4 Sq. I't.
� � "' p b or 0 .24 llcres
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-- � ef"��Cf�� / �� e = Denotes Iron mar]cer_ found
(� � ���� � �� �� IIearings shown are to an assumed
�'� ' � � datum.
x S1T�� �!_:,;'� ,;��:; `G ?LAN .._ L_- �
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❑ �11;i�,r'�ri,s��y ) , 7 hereby certify tllat this �urvey , w��_;
BY _^c� C��-�.�_
� prepared by me or under. my direct super.-
p�-�� �,s_,�� vision, and that I am a duly registered
Land Surveyor under the laws of ttie State
csf Minnesota.
<��'a�r,�rn -d� �hiGir� .5=2 y 96
i�arton G_ 1lhrens
ti
riinnesot� License Number 19162
0 �
,56•�� � � T:xistin�c Leqal Descript=i_on
N �y� o� ,
� Lot 22 , "FI�.qllwood, Lake Minnetonka" .
, / �i
' IIenne
� �, pin County, rtinnesota .
� o:
a � This survey shows the location of all
c� , . � _ `_ � existiny buildings and visible "hard-
� ;'' � ��� �` cover" in relation to the boundaries of
� � the above descr.ibed property. It does
.
� �•� not purpor.t to show any other imPr.ove-
,'
ments or. encroachments.
A'�� �I��UN�r
O N,`�,c�
Survey By: ph,�yz6'38�9 Fd�: . _.
„ 9 woo 9hee� /o�'/
B4ry` Ahrer�s L orry �Qr/{e/a �,0 f z�'� �li fi d ,800� /2 P 3p
fil.vaoc� iQo! �a ke M%nne fonKa. �� � �
83 Quo./ St y/y9 N�� s=2y /9��
Mohforr�ed;, it?N 5"5'j/S" Orono � M�1/ Nenr���;n L�o. � /�/V � Il V ZD i
�! �{ 9 ffz,��.u�rr-c� /Zc�