HomeMy WebLinkAbout2014-00725 - addn/remodel/repair � �
CITY OF ORONO * 2 0 1 4 - 0 Pl 7 2 5 *
2750 KELLEY PARKWAY DATE [SSUED: 08/11/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 605 STUBBS BAY RD N
PIN : 32-118-23-21-0005
LEGAL DESC : UNPLATTED 32 118 23
: LOT 000 BLOCK 000
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTIVITY : 434-RESIDENTIAL
VALUATION : $ 20,000.00
NOTE: SF,PARATE PF,RMITS REQUIRE�.D: ELECTRICAL(S1'ATE)
Rt;MODGL- WINDOWS AND DOORS
APPLICANT PERMIT FEE SCHEDULE 339.25
LIEBL,JOHN STATE SURCHARGE(VALUATION) ]0.00
605 STUBBS BAY RD N TOTAL 349.25
LONG LAKE, MN 55356- Payment(s)
CHECK 1047 349.25
OWNER
LIEBL,JOHN
605 STUBBS BAY RU N
LONG LAKE, MN 55356-
AGREEMENT AND SWORN STATEMENT
Thc work for which[his pennit is issued shall be performcd according to
[he approved plans and specifications,applicable City approvals,and thc
State Building Code. This permiY is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions oY laws and ordinances governing this type of work
shall be compied with whether or not specitied 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 ot� I AO days at airy time after work has commenced.
The applicant is responsible tbr assuring all rcquired inspections are
requested in confonnance with the S[ate Building Code.This permit may be
revoked at any time for due cause.
? 7
t _ '�i.- _ �'r I �l � v � �� �!
AppJi"ant�'.et'rri'rtee Signature Date Iss � [3y Signature Datc
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�
� s N T�
Cit of Orono 3 - � ��-;���
Y � 7"'
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Building Permit Application for Maintenance / Replacement / Renovation
(No structural expansion. Only windows, doors, siding, re-roof, etc.)
� ,�'�� j ,^ Mailing Address: Permit number: o� -� S
�' ����t},� PO Box 66
� Cr ystal Ba y, MN 55323-006 � Date received: —��—�
Sfreet Address: I y�. Received by: �5
`��, �` 2750 Kelley Parkway � �In��� Plan review fee: �D�� - O b7 Z
,�r,q .�� Orono, MN 55356 � aao.s1
kE fi���r
�`�.._._._.... 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. (P/ease print)
GENERAL INFORMATION: /^�� ��I^(^ S � � ' 1 �� q f
Job Site Address: t[� t'JCJ "«.� / U
Will this be a Parade of Homes, Remodelers Showcase Home or ofher 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
required unless applicant demonstrates su(ficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORM TION:
Name: J c7�1n ��C��
State License# Expiration Date: ,�
Lead Certification Number. —� Expiration Date: —
(for work on homes that were constructed prior to 1978
Phone: (cell) 6 - - 'j� (office)
Mailing Address: b5 UbbS City: p ro�� z�P: 535�
Contact Person: D1�,n � �,; Applicant is: Contractor / omeowne (Circle One)
Email and/orFax: �(�� ���) �ol � -f-�nL, Co�►'� _
PROPERTY OWNER INFORMATION:
Name: �'ah� Li¢h �
Phone (day): ��3 -2-rb - 3 9'71
Address: p {-�.y (Lc� City: �1'�rl p ZIP: �j�j3
Email and/or Fax: � l �_ �� � ��� �D�
PROJECT INFORMATION: Overall pro�ect description:
Type of Project: Any earth movement may also require
�Door(s) � Remodel ❑ Fire Damage MCWD review 8�permits:
❑ Re-roof,asphalt ❑ Repair ❑ Storm Damage Minnehaha Creek Watershed District(MCWD)
18202 Minnetonka Blvd
❑ Re-roof, cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391
❑ Re-roof, other(specify) ❑ Siding ❑ Other: (specify) Phone: 952-471-0590
Fax: 952-471-0682
�Window(s) www.minnehahacreek.orq
Estimated Construction Valuation of Project(excluding land) $ �.a1060
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 alternative but to
reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data.
Confidential data is information which qenerally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this information is to annually update our records and records of other governmental agencies required by law. If
ou refuse to su I the i mation, the a plication ma not be issued.
Applicant's Signature: Date: � y
Owner's Signature: Date:
Last Updated:03/06/2013
�
PLAN REVIEW CHEC�(LIST FOR NEW STRUCTURES / ADDITIONS
Address/Permit Number: (��S S'T v ��� ��A� ��� �
Description of work: W�N✓�OwS f .�0 02 s
Septic review by: /�l/A Date Approved:
Zoning review by: Date Approved:
Building review by: Date Approved: '7 -Z3 �2C71`'(
Grading review by: N�/'� Date Approved:
oning District: Zoning File#: Reso#: Reso Date:
Zoni : Lot Area: SF/AC Width: Lot Coverage: S _%
Survey mitted: � Yes 0 No Date of Survey: Revised d ? :
Pro osed Se acks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other ildings Wetland
Side Side
Defined Height: Peak Height: FFE: FFE m' us 6 feet= (Existing Contour)
Perimeter(linear feet)= 50%_ #of St ies Ok? � YES
FOR A BUILDING WITH A BASEMENT OR C WL SPACE:
The distance be en the lowest F A BUILDING ON A SLAB FOUNDATION:
START WITH proposed floor(of th basement or crawl
space)and tha highes oint of the roof. START WITH The distance between the top of slab and
If you have a... the highest point of the roof.
If you have a...
• GABLE OR HIPPED R F(no . GABLE OR HIPPED ROOF(no
windows): Subtract half th windows): Subtract haif the distance
distance between the highes oint between the highest point of the roof
of the roof to the low pofnt of th to the low point of the corresponding
SUBTRACTION corresponding gable or hipped SUBTRACTION gable or hipped roof
(BASED ON ROOF . GABLE OR HIPPED ROOF 'h (BASED ON . GABLE OR HIPPED ROOF(with
TYPE) windows): Subtract half t ROOF TYPE) windows): Subtract half the distance
distance between the t of the between the top of the highest
highest window and highest window and the highest point of the
point of the roof roof
• ALL OTHER ROOF TYPES(flat,
• ALL OTHER R F TYPES(flat, mansard,etc:No subtraction.
mansard,etc o subtraction. ADDITION Add the distance between the top of slab
SUBTRACTION Subtract the dis nce between the (BASED ON and the highest existing grade adjacent to
(BASED ON EXISTING basemenUcra space floor and the EXISTING the foundation.
GRADES) highest exi g grade adjacent to the GRADES
foundatio OR 10 feet(whichever is less). EQUALS Defned bullding hefght
EQUALS Defin building hefght
Shoreland Distric MCWD Permit Received Avera e Lakeshore etback Met? Bluff
� Yes 0 No � N/A 0 Yes 0 No
0 Yes No 0 Yes 0 No N/A
Permit Number: Setback:
Stormw r Quality Existing Proposed Variance Required C Required
Overla istrict Tier Hardcover Hardcover
� Yes 0 No Yes 0 No
. Type(s): Type(s):
Updated: January 2013 N (� � (..t �1�(�O�
v:\forms�plan review checklist 2013.docx
REMARKS (in-house):
Fees to be Char ed YES `NO
P�m� �
� _ , .. , ..
Plan Review �
��ate�rctaa�e
Investigation Fee
��—�r�'#iier�f,�S�c'C��ts j� � � �, '���
Other(specify)
S uare Foota e $ er S uare Foota e
Basement X - $
18t Floor X - �
Znd Floo� X - $
Garage X - $
Estimated Construction Value: � Z������
Orono Inspections Required Work Requiring Separate Permits Required State Permits
� Site � Plumbing � Grading/Filling 0 Well
0 Hardcover Removal � Mechanical � Fire �'Electrical
0 Footing � Septic 0 Water Connection
0 Poured Wall � Fireplace 0 Sewer Connection
� Foundation Survey � Masonry � Lawn Irrigation
0 Radon Rock Bed � Mfg.
Framing � Other(specify)
�Insulation
� As-Built Survey
J�Final
O Wetland Buffer
0 Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access: Existing: 0 YES � NO New: 0 YES 0 NO
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED
Updated: January 2013
v:\forms�plan review checklist 2013.docac
�, + Framing a cathedral ceiling - Fine Homebuilding Question & Answer Page 1 of 3
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Framing a cathedral ceiling CODE REQUIREMENT� �
Q:The plans for a house I am building call for a great room with a cathedral ceiling.The room measures 26 ft.along the eaves walls an in.
I remove the ceiling joists withoul the ridge sagging or the walls bowing out?
S.A.Macioce,Pittsburgh,PA
A: Contributing editor Scott McBnde replies:To avoid a sagging ridge or bowed walls in a cathedral-ceiling structure.first you've got to understand how a lypical roof frame works.
A plain Flat-ceiling gable is aclually a procession of light trusses,usually spaced 16 in.o.c.Each truss is composed of two opposing rafters and a ceiling joist.The rafters are in
compression,pushing outward on the eaves walls,and the ceiling joists are in tension,pulling inward on lhe eaves walls.
As a first option in enlarging the ceiling space,you can move the ceiling joists up the rafters,making them collar ties,as shown in the drawing below.The portion of each rafter that
extends below the collar tie is actually a cantilever;its stiffness transmits the tension action of the collar tie down to the plate,preventing the walls from bowing.The farther up the
collar tie is moved,the longer the cantilever of the rafter becomes.Depending on the stiffness of the rafter stock,a point will be reached where the rafter staRs lo bend outward
below the collar tie.This pushes the walls out and allows the ridge to sag.As a general rule of thumb,when ceiling joists are moved up to become collar ties,they sliould be moved
up no more than one-third the length of the rafter.
EX�oS�2 1-'71�v►�1t f� I4n�0 r�.a�" W rr'� /NS��2 Y-d�
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r f / `f--D �c7�—/L'r►^�� i � c.ao.x'j�►v2��in�, �S /��jv�/L�.�
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The next option you can consider in opening up the ceiling frame is to remove some of the ceiling joists or collar ties while leaving the full complement of raflers in place.Typically,
this is done by leaving every third col�ar lie and removing the two in between,as shown in the drawing.You still have rafters 16 in.o.c.,so you can easily cover the underside of thE
roof with drywal�and its outside with plywood.But the spacing of the ties is reduced to 48 in.o.c.,and the flat ceiling is eliminated.The collar ties can be wrapped with drywall,or a
higher grade of lumber can be used and left exposed.In a frame like this,the remaining collar ties are often doubled up,putting one 2x on each side of the rafter.This balances the
construction and makes it look beefier.(The channel between the 2xs is a good place for concealed track lighting;light can be bounced off the sloped ceiling down into the room.)
Bolts are the best fasteners for the rafter/collar-tie connection.If you nail the collar tie to the rafter,use plenty of 16d commons and angle them toward the center of the building;thi
will cause them to dig in as the rafter pushes out.
REVtEiN�p for C DE CpfV�pL�q��
PLAN CHECKED BY C��ATE �-z3- ��-/
http://www.finehomebuilding.com/how-to/qa/framing-cathedral-ceiling.aspx 7/9/2014
� t , .Framing a cathedral ceiling- Fine Homebuilding Question&Answer Page 2 of 3
Through
boits
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4•�*�^'
*
Doubled collar
ties at every
third rafteir
You can get away with removing lwo out of every three collar ties because the eaveswall plate acts as a horizontal beam.It transfers the oulward thrust of the lwo intervening 16ir
o.c.rafters out to where the opposing plates are tied together by the remaining collar ties.Incidentally,the 4&in.o.c.rule for collar-tie spacing prevailed in the days of 2x4 walls.
Because most exterior walls are now framed with double 2x6 top plates,you might be able to increase that spacing,depending on the weight of the roof.Obviously,your final desig
should be reviewed by an architect or an engineer.
The final option for openinp up the ceiling space would be to hang all the refters on a strudural ridge beam supported at each end by a wall,as shown in the drawi�g below left.Thi:
beam must be capable of cartying half the weight of the entire roof.The other half is carried by the eaves walls.The nice thing about this approach is its simplicity.The not-so-nice
thing is getting such a large beam up there in the first place.In your case,a 26ft.long beam is going to be mighty hefty.If you've got a crane handy,you could use a one-piece
beam such as a steel I-beam or a wood glulam.If you're relying on muscle power,you'll probably want to set up pipe scaflolding so that you can sandwich the beam together in
place from smaller members.These might inGude 2x lumber,1-3/4 in.thick Micro-Lams or steel flitch plates.
Strueturel iiUge beem
supparts.Y�the roof foad.
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� i� Posf suppOrts
ridge 6eam
TopP�B+e � anrttransfers
supports%o/ foad to
� the roolbad �oundatTon.
From Fine Homebuildirg77,pp.20 Odober t,1992
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http://www.finehomebuilding.com/how-to/qa/framing-cathedral-ceiling.aspx 7/9/2014
� „ Framing a cathedral ceiling - Fine Homebuilding Question& Answer Page 3 of 3
„* ,
A Charming Cottage A Cr2sh Ccurse in Roo!Venting Open Up a Ceiling wi?h a S:esl SardwicF? SFray Foam for the Rest of Us
4Vayfair
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http://www.finehomebuilding.com/how-to/qa/framing-cathedral-ceiling.aspx 7/9/2014
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CITY OF ORONO CALLED IN �/�TE TIME
INSPECTION NOTICE SCHEDULED �`�� �
PERMIT NO. o U/�G� co P ETED
ADDRESS � S �-�
OWNEI��✓L �o� TELEPHONE 07�3��'3g 7�
CONTRACTOR
� DESCRIPTION �
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FIWNG
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
y �FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
ZLJ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
❑ RADON SLAB ❑ WATER HOOK-UP � ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ':�'�"�,�i1..�• ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ��5��-�.-Tw/�] FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL �i�Qt bh❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL LJ�G ❑ UNDATION/REMOVI�L
2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO ���'S -���S
� COMMENTS:� FIC�. � - �' ��' �
a PIUvcla p_ ��.1�rs or �vc�vho�s /ail �(j. oK
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W� ❑ KSATISFACTORY:PROCEED� ` „ ❑PROJE COMPLETE
/il5ul. t'►SP
�RRECT VJORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑ pH0T0 TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
11 fo 'nspection 2a hours in advance. (952) 249-4600
tractor on • d
Inspector: �-'
White flnspector's File Canary CopylSlte Notice
r��� "'� DATE TIME �-�
�� �
CITY OF ORONO CALLED IN
INSPECTION NQT�C� CO .7 . u�eo �C�` �
PERMIT NO. ��1 �'�LETED
ADDRESS (_.c� (! �c� ��ZC�t -'�"`-'� /�-GI
OWNER TELEPH N/O.��3 ����(�L�7/
CONTRACTOA � ��`� �- 1��' ��
>: DESCRIPTION �� �L� j � T�C7�'� I�/"YL��I(�
�
� ❑ FOOTI G ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ PO ED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWEfLANDS
y AMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z � SULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
J O DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v O PLUM8ING RI ❑ SEPTI INAL ❑ FOUNDATION/REMOVAL
� OWNERICONTFiACTOR TO MEET YOU: YES_NO
� COMMENTS:�
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GW ❑WORK SATISFACTORY:PROC rI"cVI`A� OJ COMPLEfE
� ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECWERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN
INSPECTOR W4lL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95 2
OwnerlContractor on site:
Inspector.
White CopYllnspector's File Canary CopylSite Notice