HomeMy WebLinkAbout2014 - 00580 - addn/remodel/repair CITY OF ORONO II I l Ill I II H II. 11111111 ll
2750 KELLEY PARKWAY DATE ISSUED: 09/17/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 1050 WILLOW VIEW DR
PIN : 28-118-23-41-0011
LEGAL DESC : WILLOW VIEW
: LOT 001 BLOCK 003
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTIVITY : 434-RESIDENTIAL
VALUATION : $ 5,000.00
NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,ELECTRICAL(STATE)
IIELICAL PIERS UNDER DECK-REPAIR
APPLICANT PERMIT FEE SCHEDULE 1 18.00
PLAN REVIEW 76.70
CARVER CONSTRUCTION INC STATE SURCHARGE(VALUATION) 2.50
9586 GANDER LANE
MINNETRISTA,MN 55375 TOTAL 197.20
(763)458-0954 Payment(s)
Minnesota State License#: BUIL-20377469 CHECK 10148 197.20
OWNER
NICKLOW,KONSTANDINOS&CRISTINA
1050 WILLOW VIEW DR
LONG LAKE,MN 55356
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 separate
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 construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in c forman with the State Building Code.This permit may be
revoked at an time fo due cause.
fD17I � • l /7//
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A�{c t Permitee Signature ate Iss id By Signature Date
City of Orono �� /c
Building Permit Application for Maintenance / Replacement / Renovation
(No structural expansion. Only windows, doors, siding, re-roof, tttLc.)
fqMailing Address: Permit number: of o l , r 06
W
aPO Box 66
Crystal Bay,MN 55323-0066 Date received: (p'q`
Street Address: Received by:
ti 2750 Kelley Parkway Plan review
Orono,MN 55356
kf s 97 . 20
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:
Job Site Address: 1093 W 1'-.-oiv vi4.),/ 02,
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑Yes o
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 sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: etr v&L edAS V._✓e.T2 i /^-,
State License# t3 C_ 3'11 4 Co Expiration Date: 3)3 0S--
Lead Certification Number: Expiration Date:
(for work on homes that were constructed prior to 1978
Phone: (cell) '74,3 - t-f- c- 09 S`-f. (office) G -r t
Mailing Address: nl C �,a,�,p �,��►.� City: 01004..1207-4- ZIP: ss'g 7s-
Contact Person: TiAkApplicant is: 0'1—factor / Homeowner (Circle One)
Email and/or Fax: 1,,,,ta act rcm n sfi� f; � .61,,4
PROPERTY OWNER INFORMATION:
Name: 6.c>5 et- e 2(57�l 4v4 �/c c ic_ w
Phone(day): g ' - 4-7 b - 7 4.2_`(
Address: (o$?0 cu i c.-4-o w V k c 02 City: 6/2-0r-o ZIP: 3 Sle
Email and/or Fax:
PROJECT INFORMATION: Overall project description:
Type of Project: Any earth movement may also require
❑Door(s) ❑Remodel EI Fire Damage MCWD review&permits:
❑Re-roof,asphalt _Repair 1:1 Storm Damage Minnehaha Creek Watershed District(MCWD)
18202 Minnetonka Blvd
0 Re-roof,cedar 0 Restoration 0 Water Damage Deephaven, MN 55391
❑Re-roof,other(specify) 0 Siding ElOther:(specify) Phone: 952-471-0590
AC(
_ Fax: 952-471-0682
0 Window(s) t� ' I $ Lw.minnehahacreek.o
www.minnehahacreek.orq
Estimated Construction Valuation of Project(excluding land) $
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 generally 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
you refuse to supply the• rma•9n,the application may not be issued. `
Applicant's Signature: Date: 6/(o%`7"
Owner's Signature: Date:
Last Updated:03/06/2013
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address/Permit Number: /05-0 ( h//c'(A) titer L/
Description of work: 0 ecAc T----c,071 en Plc to cue yy�-r)f
Septic review by: /1//1 Date Approved:
Zoning review by: /0 Date Approved:
Building review by: &I--
Date Approved: G" Z. "
I LT
Grading review by:
N/ 74 Date Approved:
Zoning District: Zoning File#: Reso#: Reso Date:
Zoning: L,,t Area: SF/AC Width: Lot Coverage: /SF _%
Survey Subm ed: ❑ Yes ❑ No Date of Survey: Revised/date(?):
Proposed Setbac :
Front(Lake) 'ear(Street) ( N S E W ) ( N S E W ) Othe Buildings Wetland
Side Side
Defined Height: _ 'eak Height: FFE: FFE mi s 6 feet= (Existing Contour)
Perimeter(linear feet) = 50% = #of Stor s Ok? ❑ YES
FOR A BUILDING WITH A BASEMENT OR CRAWL • 'ACE:
The distance between th- owest FOR • UILDING ON A SLAB FOUNDATION:
START WITH proposed floor(of the base -nt or crawl
space)and the highest point• 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 ROOF(n• • GABLE OR HIPPED ROOF(no
windows): Subtract half the windows): Subtract half the distance
distance between the highest point between the highest point of the roof
of the roof to the low point of the to the low point of the corresponding
SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof
(BASED ON ROOF • GABLE OR HIPPED ROOF(with (BASED ON • GABLE OR HIPPED ROOF(with
TYPE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance
distance between the top of the between the top of the highest
highest window and the highes window and the highest point of the
point of the roof roof
• ALL OTHER ROOF TYPES(flat,
• ALL OTHER ROOF TYP : (flat, mansard,etc):No subtraction.
mansard,etc):No subtr- tion. ADDITION Add the distance between the top of slab
SUBTRACTION Subtract the distance betw-en the (BASED ON and the highest existing grade adjacent to
(BASED ON EXISTING basement/crawl space fl••r and the XISTING the foundation.
GRADES) highest existing grade:djacent to the G DES)
foundation OR 10 f-•t(whichever is less). EQ LS Defined building height
EQUALS Defined buildin: height
. N
Shoreland District / MCWD Permit Received Average Lakeshore Setbacl'Met? Bluff
❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No
❑ Yes ❑ N ❑ Yes ❑ No ❑ N/A v —
Permit Number: Setback:
Stormwatgr luality Existing Proposed Variance Required CUP Required
Overlay/District Tier Hardcover Hardcover
/ ❑ Yes 0N ❑ Yes ❑ No
Type(s): Type(s):
Updated: January 2013 /L7 L (i til ,
v:\formslplan review checklist 2013.docx /V
REMARKS (in-house):
Fees to be Charged YES NO
Permit
Plan Review
State Surcharge
Investigation Fee
SAC Number of SAC Units
Other(specify)
Square Footage $per Square Footage
Basement X = $
1st Floor X = $
2nd Floor X = $
Garage X = $
Estimated Construction Value: $ 00 0
Orono Inspections Required Work Requiring Separate Permits Required State Permits
D Site D Plumbing D Grading/ Filling 0 Well
D Hardcover Removal 0 Mechanical 0 Fire 0 Electrical
O Footing 0 Septic 0 Water Connection
O Poured Wall 0 Fireplace 0 Sewer Connection
O Foundation Survey 0 Masonry 0 Lawn Irrigation
O Radon Rock Bed 0 Mfg.
O Framing 0 Other(specify)
O Insulation
O As-Built Survey
,Final
O Wetland Buffer
O Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access: Existing: 0 YES 0 NO New: 0 YES 0 NO
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED
Updated: January 2013
v:\forrns\plan review checklist 2013.docx
. •
OROND COPY
Atlas Foundation Company
11730 Brockton Ln N • Osseo,MN 55369
(763)428-2261 • Fax: (763)428-4754
Website:www.atlasfoundation.com
June 5, 2014
Carver Construction
Attn: Tim Carver
Reference: Helical Pier Submittal Information •Deck Foundations
1050 Willow View Dr. •Orono,MN
Following is submittal information for our CHANCE®Helical Pier Foundation Systems. We
are the certified installation contractor in the area for this product. Additional information
can be found at our distributor's website,www.structuralanchorsupply.com.
Information Given:
• The existing deck at 1050 Willow View Dr., has suffered damage due to frost heave
and/or settlement of the existing footings. This footing movement has created an un-level
deck. We intend to remove and replace the existing footings with helical piers. The deck
will be shored up to allow the removal of the existing posts and footings. Once the
footings are removed and the resulting holes will be backfilled.After backfilling is
complete the helical piers will be installed. The piers will be installed to a minimum
working capacity of 10 kips,which relates to an installation torque of 2,500ft-lbs for the
2 7/8"round shaft piers. The piers will be installed to a minimum depth of 10' which
corresponds to a minimum of 5' cover over of the top helical flight. Once the helical piers
are installed the deck will be re-leveled and the posts will be installed on the helical piers.
Submittals:
• 2 7/8"Helical Porch Footing Detail - 1 Page
• Chance RS2875.203 Lead Section Detail - 1 Page
• Chance RS2875.203 Extension Detail - 1 Page
Should you have any questions please contact me at your earliest convenience.
Sincerely,
Atlas Foundation Co.
Brian Sanchez,P.E.
Project Manager
nr,
timber post by others
Z" bearing plate cut to post
dimensions and location
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2.875 PVC PF.DWG BS CONSTRUCTION DETAIL
Date: Drawn ey ATLAS FOUNDATION CO.
77:50 BROCK(ON LASE,OSg60,MN 55169
5-21-2010 &.M PHONE](7631 438-326I FAX(763)426-4754
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..., \ q,DATE TIME
1CIT ff bF ORONO CALLED IN j��t n 07,0/7107,0/71INSPECTION NOTICE SCHEDULED
PERMIT NO...?Pi " a0-5-eft' COMPL ED
ADDRESS /450 1-/-)1/-61-1) ' €
OWNER TELEPHONE NO. 743- 4158'eS1
CONTRACTOR /' &L-.
���DESCRIPTION } 7' i� %`�`��Z?� - C�C-
I Ap FOOTING / 0 PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q �`POURED WALL 0 MECHANICAL RI 0 LAKESHORE/WETLANDS
" ❑ FRAMING ❑ MECHANICAL FINAL 0 TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS
❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP
Lti ❑ DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL
✓ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
Z OWNERICONTRACTOR TO MEET YOU:_YES FINAL)(
CD COMMENTS:
�1�/:t 4t firers reP/•,��5 ca m - S.
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IQ ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O• 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
C.1 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor op site:
Inspector. 910-'
White Copyllnspector's File Canary CopylSite Notice
t ' j
Atlas Foundation Company CE'"
Since 1912
11730 Brockton Lane N. • Osseo,MN 55369 �.---
(763)428-2261 • Fax: (763)428-4754 Certified Helical Pier
Website:www.atasfoundation.com Installation Contractor
Project: 14138 Customer: Tim Carver
1050 Willow View Dr. Start Date: 6/30/14 Foreman: Jamie
Orono, MN Finish Date: 6/30/14 Estimator: Brian
Base Length (ft) = 5.0
Installation Information: All foundations are CHANCE' RS2875.203-2 7/8" Helical Piers.
Lead section helix configurations are 8"-10" diameter (5' length). All foundations were
installed with a 4,000 ft-lb torque head. All material is galvanized per ASTM A153.
Manufacturer and ICC-ES AC358 recommendations assume a ratio of ultimate capacity to
torque of 9:1. All foundations are terminated with weld on bearing plates.
Helical Pier Extensions No. of Final Final 3' Total Cut Off Final Ultimate Allowable
Helix PSI Torque Length (ft) Length Capacity Capacity
No. Size 5' 10' (ft-lbs) (ft) (ft) (kips) (kips)
1 2 7/8 2 3 2400 3500 15 0.8 14.3 31.5 15.8
2 2 7/8 2 3 2400 3500 15 0.8 14.2 31.5 15.8
3 2 7/8 2 3 2400 3500 15 1.7 13.3 31.5 15.8
4 2 7/8 2 3 2400 3500 15 1.0 14.0 31.5 15.8
5 2 7/8 2 3 2400 3500 15 0.8 14.2 31.5 15.8
6 2 7/8 2 3 2400 3500 15 0.8 14.3 31.5 15.8
Summary:
No. Size 5' 10' Average Total Final
Length (ft) Length (ft) Length (ft)
6 2 7/8 12 0 15.0 90.0 84.2
6 Total 12 0 15.0 90.0 84.2
Layout: 1
1 2
4 5 6
3
1 of 1
r—1
DATE TIME 1/
CITY OF ORONO ALLED IN
INSPECTION NOTICE SCHEDULED f' .14
PERMIT NO.0-10/D-49550 COMPL ED l /
ADDRESS /6,57) Gv/�/ Du& O1&) cfri Ire--
OWNER
OWNER y ,�/TELEPLIO"NE, NO. /
CONTRACTOR �'/'�G�Lf�/�l/ , 5 C.�//'I�
>: DESCRIPTION °f—CL"—
U ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
ct ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ TREE REMOVAL
• ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
/ FINAL El SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI 0 SEPTIC FINAL ❑ FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
Ei COMMENTS: 4 4,2,m^ I A ' L- -frt.,P "5.40.-1-.-.L.c(;;
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LU CIWORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
CO ORRECT WORK,CALL FOR REINSPECTION TEMPORARY
✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector. Lv i--/.31C.S
White Copy/Inspector's File Canary Copy/Site Notice