HomeMy WebLinkAbout2004-P07441 (add/remodel/repair) ITY F RON PERMIT
(' � � O Permit Number:
2750 Kelley Parkway - PO Box 66 Po�441
Crystal,Bay, Minnesota 55323 P21'1711t Typ2: Addition/Remodel/Repair
(952) 249-4600 Date Issued: 6�2s�2oo4
SITE ADDRESS: 4010 Bayside xd
Maple Plain,MN 55359
PI D: 06-117-23-11-0006
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential
Buildin Census Code 434
Pernut Class: g
Pernut Type: Addition/RemodeURepair Pernut Sub-type(s): Addn/Remodel/Repair
DETAILS:
Approved per resolution#:
Separate pernuts required: iviecnanicai r,iecuicai(siaie�
NOTICES/REMARKS:
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FEE SUMMARY: Pernut Fee: $ 461.95 Valuation: $ 31,900.00
Plan Review Fee: $ 300.27
State Surcharge Fee: $ 16.45
TOTAL FEE: $ '7'7g,('7
APPLICANT: Scott Schneider OWNER: Curtis&Elizabeth Levang
2917 Casco Point Rd. 4010 Bayside Rd
Wayzata, MN 55391 Maple Plain MN 55359
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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, PL�C N ITEESIGNATURE IS EDBYSIGNATURE
Copies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Renorts. 1-Assessing, 1-Finance Page 1
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CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: yo i v (3Ati5i �� ��
PID:
DESCRIPTION OF WORK: /vL?v� �7�vv�- �S�'l�cn��.t� o �--4 c�=� � s n.��
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ZOY�G REVIEW BY: CQ.�._ DATE APPROVED• 6• 1
BUII�DING REV�W BY: DATE APPROVED: �- 1 -o Y
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERNIIT Yes ✓' No
PLA��1 REVIEW Yes � No SEWER CONNECTION
STATE SURCHARGE Yes ✓ No WATERCONNECTION
INVESTIGATION FEE Yes No PARK FEE
SAC Yes No SITEINSPECTION
Number of SAC�Units OTHER (specify)
ZONING CH�CK LIST Zoning District:
Fire Department: Post Office: School District: �
Lot Area: Sq.fr. Acres Width Dep[h
Survey Submitted: Yes ,c No Date of Survey: y-�i-o `f
Proposed Setbacks:
Front (Lake): Right Side:
/vo Gc-f►�r5�
Rear (Street): Left Side:
Adjacent Structures: �� � �Vetland: —
Building Height: Def. Hgt. o •lL Pealc Hgt.
Lot Coverage: n1 � C_
Grading: Staff Approval Date: — /►!�L By: Council Approval Date:
Septic: Staff Approval Date: /�l�L By:
Zoning File: # � Resolution: # Resolution Date:
Shoreland District: �U
Avg. Setback: Bluff Setback: L.ot Coverage:
Existing Proposed
Hardcover: 0-75'
75-250'
250-500'
500-1Q00'
Hardcover Variance Required: Yes No Date of Council Approval:
REMARKS (in house):
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BUII.,DING REV�W CHECK LIST �
�C= -- �� 3 CONSTRUCTTON TYPE: �ti
_ Sq Footage $ Per Sq Ftg
Basement x _
lst Floor x _
2nd Floor x =
Garage x _
z =
TOTAL
Fstimated Construction Value: $_ 3�, a( (�O �y
Inspections Required: `Vork Requiring Separate Permits:
S ite Plumbing Fire
Hardcover Removai _�Mechanical Water Connection
�� � Septic Sewer Connection
_�( Framing Fireplace Lawn Irrigation
_�Insulation (Masonry) Other
_�Wall Board (Mfg.) Well (State Permit)
_�Final Grading/Filling _�Electrical (State Permit)
Other
REMARKS (�i 1 HOUSE): .
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REV�W BY OTHERS: DATE:
Access: Ezisting New
Access Approval: Date By;
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REMARKS (TO BE NOTED ON PERivII1�:
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En ineerrn Partners Internati ���
g g onal LLC
Engineers Consuitants t�lanager�
June 2, 2004
Mr. Curtis Levang
4010 Bayside Road
Maple Plain, MN 55359
Re: Roof Addition
Levang Residence
Dear Mr. Levang:
It is my understanding that your plan to remodel your house by constructing a gable and
dormer roof system thus replacing the existing flat roof and clerestories, has been
suspended by the local building official until a resolution on the adequacy of the existing
foundation wall has been rea.ched.
On May 26, 2004, I inspected the house and the existing 8 in. thick concrete masonry unit
(cmu) foundation wall. I have also had the opportunity to review the proposed plans,
prepared by Scott Schneider dated May 4, 2004, for the proposed roof remodeling.
Based upon that inspection and subsequent review of the drawings, it is my professional
opinion that the existing 8 in. cmu wall is more than adequate to carry the proposed loads.
The 8 in. cmu wall has an approximate allowable Fa compressive stress of 168 psi based
upon an assumed value of�m =1500 psi prism strength. Assuming the new roof live and
dead loads, attic live and dead loads from the old flat roof areas and the existing floor
loads, the wall will experience approximately 50 psi compressive stress loads. This will
yield a safety factor of more than 3.0. This analysis was done on the north foundation
wall east of the fireplace, which by inspection would receive the greatest contributing
additional loads.
Therefore in my opinion, the new code requirements of a 12 in. cmu wall can be waived
in lieu of the existing 8 in. cmu wall based upon my specific analysis of the actual
proposed loading cond' -
Very ly �i' ���
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eei'ing P�rt rs International, LLC �
Richard M. Greenlee, P.E.
MN Registration No. 9952
9724 Rich Curve phone 952.831.2471
Bloomington,Minnesota 55437 fax 952.897.1 152
S� DATCE.� TIME �
CITY OF ORONO CALLED IN ��� /
INSPECTION N TICE r / SCHEDULED D-5-D /l; c�0
PERMIT NO. �I 7 COMPLETED
ADDRESS � �� �
OWNER L�Z ��U CONTR.
TELEPHONE N0. 9-Sa 7`" 7 � ���-3
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� DESCRIPTION �DO f/�
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
0 STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call tor the n xt inspection 24 hours in advance. (952� 24J-46O0
Owner/Contr o o ite:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
� � DATE TIME �j
CITY OF ORONO CALLED IN I Z��7aO�j
INSPECTION N ICE SCHEDULED /L��i�4 9':�
PERMIT N0. � COMPLET
ADDRESS /��� � � �Q �"
OWNER �� `��-Q-� � •
TELEPHONE NO. �� � �� 3 �- �!�� `�����'
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l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBtNG RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU: YES_NO
� COMMENTS: �
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� ❑CARRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. �j pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Ca11 for the ext inspection 24 hours in advance. (952� 249-4600
OwnerlCon site:
Inspector. ti
White Copyllnspector's ile Canary CopylSite Notice
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DATE TIME �
CITY OF ORONO CALLED IN �I����5
INSPECTION NOTI�E j SCHEDULED _k`l�S/�S ,b U
PERMIT NO. �J��f��{/ � COMPLETED
ADDRESS �� �D � ��/�%�- �-d
OWNER L-GL'��'�CL � CONTR.
TELEPHONE NO. GY`-`���-�}rl L�" �I I�-��
� DESCRIPTION �( 1'�c`-l1 �--��`���'�'
t� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAtNT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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Cal1 for the next inspection 24 hours in advance. (J52� 249-46��
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