HomeMy WebLinkAbout2016-01443 - storm damage repair 11111111 all 111111111111111111111111111111 min
` CITY OF ORONO * 2 0 1 6 — 0 1 4 4 3
2750 KELLEY PARKWAY DATE ISSUED: 12/02/2016
ORONO,MN 55356-
(952)249-4600 FAX: (952) 249-4616
ADDRESS 460 TONKAWA RD
PIN 05-117-23-32-0002
LEGAL DESC REG.LAND SURVEY NO. 1305
LOT 000 BLOCK 000
PERMIT TYPE ADDITION/REMODEL/REPAIR
PROPERTY TYPE RESIDENTIAL
CONSTRUCTION TYPE STORM DAMAGE REPAIR
ACTIVITY 434-RESIDENTIAL
VALUATION $ 72,319.00
NOTE: SEPERATE PERMITS REQUIRED:ELECTRICAL
REPAIR DAMAGE FROM LIGHTING STRIKE:NEW WINDOW,NEW ROOF&SOME FRAMING
APPLICANT PERMIT FEE SCHEDULE 897.16
GIERTSEN COMPANY PLAN REVIEW 583.15
8385 10TH AVE N STATE SURCHARGE(VALUATION) 36.16
GOLDEN VALLEY,MN 55427- TOTAL 1,516.47
(763)546-1300 Payments)
Minnesota State License#:BUIL-BC1796 CREDIT CARD 5200 1,516.47
OWNER
GAGE,EDWIN&BARBARA
460 TONKAWA RD
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 conformance with the State Building Code.This permit may be
revoked at any time for due cause.
llv l l
Applicant Permiteegnature Date Issued By Signature Date
City of Orono
Building Permit Application for Maintenance / Replacement / Remodel — Residential ONLY
(i.e. windows, doors, siding, re-roof, etc. — NOVRUCTURAL EXPANSION)
Mailing Address:
PO Box 66 Permit number:
Crystal Bay, MN 55323-0066 Date received:
A a
Street Address: Received by: ED
tiF L� 2750 Kelley Parkway Plan review fee: t LQ C_
lgkESHO�� Orono, MN 55356 � a S �
MILej
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Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us Total Fee:
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This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print) 9
GENERAL INFORMATION:
Job Site Address: {Q ( `zc-
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? El 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 sufficient on-site parking is available. Non permitted events will not be allowed.
CONTRACTOR/APPLI ANT [ FORMATIO :
Name:
State License# C- O-Z) /7-7 Expiration Date:
Lead Certification Number: /- F 3 7 p k', Expiration Date:
(for work on homes that were constructed prior to 1978
Phone: (cell) 1�0 12 _ 70 _ (office)
Mailing Address: g p City: j/ ZIP: _'5S5(2
Contact Person: �i vv` Applicant ism CHom owner (Circle One)
Email and/or Fax: -s—, v„ Qa� i�etfSe o e L O•�
PROPERTY OWNER INFORMATION:
Name: F 'IE cJ I.cJ PJa 2 6o e
Phone(day): /f/
Address: G/& c�� �o City: UfL� ZIP: ss'3
Email and/or Fax: NA—
PROJECT INFORMATION: Overall project description:
Type of Project: Any earth movement may also require
❑ Door(s) ❑ Remodel ❑ Fire Damage MCWD review&permits:
Minnehaha Creek Watershed District MCWD
❑ Re-roof,asphalt Repair Storm Damage ( )
❑ Re-roof,cedar Restoration 15320 Minnetonka Blvd
❑Water Damage Minnetonka, MN 55345
Re-roof,other(specify) ❑Siding ❑ Other:(specify) V) ,,t1i Phone: 952-471-0590
Fax: 952-471-0682
rn t. 59.Window(s) 1llti J ���r•�lrww.mi nehahacrreek org
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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 information,the application may not be issued.
Applicant's Signature: �— - Date:
Owner's Signature: f Date: lJ
Last Updated:January 2016 G e% 7_,6;Z �� 94 /
UG IKfJJ` <C t re,
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: L1 l�(I/ / (9.40 UVC, Z Permit No.:7 6)[cu — 01q-q37
Description of work: Date Rec'd:
Septic review by: Date Approved:
Zoning review by: 52 Date Approved:
Building review by: Date Approved: J
Grading review by: Date Approved:
Zoning District: Zoning File#: Reso#: Reso Date:
Zoning: Lot Area: SF/AC Width: Lot Coverage: SF %
Survey Submitted: 0 Yes 0 No Date of Survey: Aevised date(?):
Landscape plan submitted? 0 Yes 0 o Landscaper:
Proposed Setbacks:
Front(Lake) Rear(Street) ( N S E W ) ( N S ) Other Buildings Wetland
Side Sid:/"W
Defined Height: Peak Height: FE: FFE minus 6 feet= (Existing Contour)
Perimeter(linear feet) = 50% = L.F. below grade
Basement? 0 Yes 0 No, Stories
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: OR A BUILDING ON A SLAB FOUNDATION:
The distance between the lowest roposed Slab at or above grade—
START
WITH floor(of the basement or crawl ace)and measure from highest existing
the highest point of the roof. START WITH grade to the highest point of the
roof even if fill was brought in to
elevate home.
If you have a...
SUBTRACTION GABLE OR HI ED ROOF(no Slab below grade—measure
(BASED ON windows): S tract half the distance from highest existing grade to the
ROOF TYPE) between th highest point of the roof highest point of the roof.
to the low oint of the corresponding If you have a...
gable or ipped roof SUBTRACTION ' GABLE OR HIPPED ROOF
GAB OR HIPPED ROOF(with (BASED ON (no windows): Subtract half
• win ws): Subtract half the distance ROOF TYPE) the distance between the
b een the top of the highest highest point of the roof to
ndow and the highest point of the the low point of the
oof corresponding gable or
hipped roof
• ALL OTHER ROOF TYPES(flat, GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
SUBTRACTION Pubtract the distance between the half the distance between
(BASED ON /basement/crawl space floor and the the top of the highest
EXISTING highest existing grade adjacent to the window and the highest
GRADES) foundation OR 10 feet(whichever is less). point of the roof
• ALL OTHER ROOF TYPES
(flat,mansard,etc):No
EQUALS Defined building height subtraction.
Defined building height
UALS
Updated: October 2015
z:\forms\plan review checklist 10-2015.docx
Shoreland District MCWD Permit Average Lakeshore Setback Bluff
Met?
0 Yes No Permit Number: 0 Yes 0 No 0 N/A 0 Ye 0
No
0 N/A—see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and sf % and sf
0 Yes 0 No 0 Yes 0 No
1 2 3 4 5 Type(s): Type(s):
Fees to be Charged YES NO
Permit L/�
Plan Review L/111
State Surcharge 1h
Investigation Fee if
SAC—Number of SAC Units L/
Other(specify)
Square Footage $ per Square Footage
Basement X = $
1St Floor X = $
2nd Floor X = $
Garage X = $
/ a0
Estimated Construction Value: $ rza g/
Orono Inspections Required Work Requiring Separate Permits
0 Footing 0 Site 0 Plumbing 0 Grading/Filling
0 Poured Wall 0 Silt Fence/Erosion Control 0 Mechanical 0 Fire
0 Foundation Survey 0 Hardcover Removal 0 Septic 0 Water Connection
0 Foundation Waterproofing 0 Other(specify) 0 Fireplace 0 Sewer Connection
3 Framing 0 Masonry 0 Lawn Irrigation
Insulation 0 Mfg. 0 Landscaping
0 As-Built Survey 0 Other(specify)
Final
0 Lathe Required State Permits
0 Other(specify)
0 WellElectrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
0 See Builder Acknowledgement Form
0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: October 2015
7•\fnrmc\n1nn rcxiipw rhorklict 1!-9!11 F rinrr
• Reviewed for Code
Compliance puance Caty of Orono "
Date
Reviewer
ULTING
PENGINEERING l f
September 30,2016
ORONO COPY
Mr.Tony Skajewski
Chubb Insurance
100 South 5th Street,#1800
Minneapolis,MN 55402
Project Number: MN716226.00(000)
Insured: Edwin Gage,III and Barbara Gage
Claim Number: 047516042566
Date of Loss: September 21,2016
Loss Location: 460 Tonkawa Road
Long Lake,Minnesota 55356
Dear Mr.Skajewski:
In accordance with the Chubb Insurance(Chubb)request on September 23,2016,Pie Consulting
&Engineering(Pie) observed the site and reviewed information on the above-noted claim. The
results of our observation are presented herein.
3
bi
A. The building is an irregular shaped multi-story residential home. For the purpose of this
report,the home faces west onto Tonkawa Road. According to information provided,the
home was built circa 1970.
B. On September 21, 2016, a thunderstorm reportedly affected the surrounding area.
Lightning struck the roof ridge at the north end of the house.The lightning strike traveled
through the north window wall and terminated at a wired smoke detector. The
termination caused the smoke detector to explode into the house.
C. Pie was subsequently retained by Chubb to investigate this matter.
CORPORATE HEADQUARTERS
6275 Joyce Drive,Suite 0• CO 80403-7541
303.552.0177(tel)-1.866.SS2.S246 •• 303.552.0178(fax)
www.pieglobal.com
Observation Report Gage aQ 460 Tonkawa Road
010
Pie's scope of work was to perform the following regarding the Gage residence located at 460
Tonkawa Road Long Lake,Minnesota:
A. Travel to and from site in Long Lake,Minnesota.
B. Meet for inspection on Monday,September 26 at 2pm.
C. Observe structure for reported damage from lightning strike.
D. Provide verbal and written report of findings with recommendations for repair.
The scope of our observation included the following:
September 23,2016 Discussion with the adjuster,Mr.Tony Brian D.Erickson,P.E.,
Skajewski,Chubb,to review the assignment RRC
and determine the scope of work at the start
of the project.
September 26,2016 Public records search of the property as Shannon W.Pierce,P.E.
available on the Hennepin County website.
September 26,2016 Observations,measurements,and
photographic documentation performed.
r
A. Pie conducted the site evaluation on September 26, 2016. Mr. Tony Skajewski, from
Chubb, Mr. Steven Steinborn, caretaker representing the homeowner, and Mr. Greg
Newtson,from Giertsen,were present during the site visit.
B. Lightning struck the roof ridge at the north end of the house.The lightning strike traveled
through the north window wall and terminated at a wired smoke detector mounted to a
vertical window mullion on the north wall.
1. The room at the north end of the house is considered to be a living/sitting room.
a. The room has a vaulted ceiling/roof,and is approximately 16-feet tall from
the floor to the roof ridge beam.
1. The timber roof rafters are approximately 6-inch by 8-inch
(nominal)members spaced at approximately 4-feet,6-inches apart.
2. The vaulted timber roof rafters are supported by presumably
wood-framed walls(low)and a timber ridge beam(high).
3. Painted wood deck boards are fastened to the top of the timber
rafters and are exposed to below.
Pie Consulting&Engineering Page 2 of 5 MN716226.00(000)
Observation Report Gage Q 460 Tonkawa Road
4. The roof above the wood deck boards consists of wood shingles and
is assumed to be insulated with additional 2x members.
5. The north window wall at the living/sitting room consists of full-
height laminated veneer lumber (LVL) structural mullions. The
LVL beams frame into the LVL mullions and are connected with
metal-plate fasteners/hangers.
2. Damaged wood shingles and wood soffit were observed near the lightning strike
location at the roof ridge at the north end of the house.
3. A large window at the north window wall was shattered by the lightning strike.
4. The northernmost timber roof rafter at the west slope of the north room was
pushed inward approximately 2-inches at the top of the member. This was most
likely due to the energy impact of the lightning and/or the explosion of the smoke
detector.
5. The vertical structural window mullions and horizontal members at the north
window wall consist of LVL members. The smoke detector was mounted to the
eastern vertical LVL mullion.
a. Blackened and splintered wood in the eastern vertical LVL mullion was
observed near the explosion location.
b. Melted and broken electrical wires were observed near the explosion
location.
6. Scuffs were observed in the wood ceiling/deck boards,timber rafters,and wood
trim. These scuffs were presumably caused by flying debris after the smoke
detector exploded.
7. No other structural damage or distress was observed.
Pie Consulting&Engineering Page 3 of 5 MN716226.00(000)
Observation Report Gage @ 460 Tonkawa Road
A. It is Pie's determination,based on a reasonable degree of engineering certainty, that the
energy from the lightning strike exploded the smoke detector mounted on the LVL
window mullion.The structural damage from the explosion is limited to the LVL mullion
it was mounted to.The lightning strike also caused cosmetic damage to the roofing,glass
windows,and interior finishes.
1. The damaged full-height structural LVL window mullion should be removed and
replaced.
a. Temporary shoring by the contractor is recommended.
b. The connection of the LVL beams fastened to this LVL mullion should be
restored. Though no damage to the beams were observed on site, the
contractor should verify that the beams were not affected by the explosion.
C. All members and connections should be restored/replaced to their original
configuration.
2. Damaged roof shingles should be removed and replaced. The contractor should
verify that the underlying structure/roofing was not affected by the lightning
strike.
3. It was discussed on site that the window sealants on the remaining windows that
are intact may have been compromised. Therefore, in addition to the shattered
window,all windows should be removed and replaced at the north window wall
of the living/sitting room.
4. The northernmost timber roof rafter at the west slope of the living/sitting room
should be repositioned in the original location and re-fastened to the surrounding
members.
5. Scuffed members at the interior should be repaired or replaced.
B. The repair recommendations included herein should be utilized for conceptual and
estimating purposes and not interpreted as a repair design for which Pie Consulting &
Engineering is the engineer-of-record. Any repairs should be conducted by a licensed and
qualified general contractor in accordance with the requirements of the Authority Having
Jurisdiction.
Pie Consulting&Engineering Page 4 of 5 MN716226.00(000)
Report Observation R Gage @ 460 Tonkawa Road
ort are based on information available at the
results described in this re
The determinations and s p
time of the observation and preparation of this report. Should additional information or
unknown conditions be uncovered or made available,Pie Consulting&Engineering retains the
right to revise and supplement this report accordingly.
In addition, this report is a general summary of writings, recordings, photographs, and other
information, which is available for review and placed within the job file. To the extent
assumptions were made relating to the contents of this report,not all such assumptions are stated
within this report or in our job file. A description of such assumptions can only be identified if
specific questions are directed at discrete issues because many of such assumptions are
incorporated in Pie Consulting&Engineering's experience,training,education,and judgment.
The professional determinations presented in this report have been developed using that degree
of care and skill ordinarily exercised under similar circumstances by professional engineers
practicing in this locality. Aside from this standard,no warranty,either expressed or implied,is
made as to the professional determinations expressed in this report. It is understood that Pie
Consulting &Engineering is not responsible or liable for the accuracy or adequacy of a design
performed by others, and that the responsibility for the original design rests with the Owner of
the structure,the General Contractor,and the design professional of record for the structure.
Sincerely,
Pie Consulting &Engineering
tz
Observed by,
Shannon W.Pierce,P.E.
Project Manager
I hereby certify that this plan, specification, or report was prepared by me or under my direct
supervision and that I am a duly Licensed Professional Engineer under the laws of the state of
Minnesota. Shannon Pierce
Sep 30 2016 9:53 AM
Signature: cosign Registered Number: 50939
SWP:BDE:mp
Attachments: Picture Pages
\\Pie-nas-mn\sharefile\Jobs\2016\MN71622600\Task 000-General\05 Reports Attachments Submittals\2016-09-26-000-
Gage@460TonkawaRoad-Rpt.docx
Pie Consulting&Engineering Page 5 of 5 MN716226.00(000)
Gage @ 460 Tonkawa Road
Exterior elevation of the north wall showing the damaged Exte g e ed roof, broken window,g
and damaged vertical structural window mullion,looking south.
i
i
ti r
Damaged wood roofing at the roof peak at the north end of the building, looking
east.
Pie Consulting&Engineering Page 1 of 6 MN716226.00(000)
@
Gage 460 Tonkawa Road
x
Interior elevation of the north wall of the living/sitting room,looking north.
Gap near the top of the northernmost timber roof rafter at the west slope of the north
room.
Pie Consulting&Engineering Page 2 of 6 MN716226.00(000)
Gage @ 460 Tonkawa Road
Timber ridge beam with the unaffected timber edge rafter to the right(east),and the
shifted timber edge rafter to the left(west),looking up.
Pie Consulting&Engineering Page 3 of 6 MN716226.00(000)
Gage @ 460 Tonkawa Road
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t
Damaged structural LVL window mullion,looking northwest.
Pie Consulting&Engineering Page 4 of 6 MN716226.00(000)
Gage @ 460 Tonkawa Road
F
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Damaged structural LVL window mullion,looking northeast.
Pie Consulting&Engineering Page 6 of 6 MN716226.00(000)
Gage @ 460 Tonkawa Road
Scuffs on the wood ceiling/deck boards,looking east.
Pie Consulting&Engineering Page 6 of 6 MN716226.00(000)
Giertsen Company
Restoration Specialists Since 1918
Recap by Category
O&P Items Total %
CABINETRY 281.12 0.39%
GENERAL DEMOLITION 8,269.12 11.43%
FINISH CARPENTRY/TRIMWORK 6,259.84 8.66%
FRAMING&ROUGH CARPENTRY 14,339.84 19.83%
INSULATION 753.60 1,04%
MOISTURE PROTECTION 472.75 0,65%
PANELING&WOOD WALL FINISHES 1,382.40 1.91%
SCAFFOLDING 14,610.00 20.20%
SIDING 996.48 1.38%
WINDOWS-WOOD 12,191.41 16.86%
O&P Items Subtotal 59,556.56 82.35%
Matl Sales Tax Reimb 709.93 0.98%
Overhead 6,026.66 8.33%
Profit 6,026.66 8.33%
Total 72,319.81 100.00%
GAGE—SKIP-REV 10/17/2016 Page:6
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO.,i* _0/9X3 COMPLETED ;7
ADDRESS 'IZb �D✓Ik�`r�� r`�
OWNER TELEPHONE NO.
CONTRACTOR GiC rf3�1
3, DESCRIPTION
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q�FFAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
Q OWNEN/CONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
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w , K SATISFACTORY:PROCEED C1PROJECT COMPLETE
W ❑CORRECT WORKS PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
C1 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.
White Copynnspectoes File Conary CopylSite Notice
ATE
CITY OF ORONO CALLED IN n�E
INSPECTION HEDULED
PERMIT NO 6/ PLETED
ADDRESS 0
OWNER TELE NE NO.
CONTRACTOR
WDESCRIPTION
❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
0 ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
X
❑ DEMO-SIT ❑ PTIC INSTALL
Z OM1N ONTRACTOR EET YOU: YES_NO
COMMENTS:
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a: O CORRECT WORK E PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
W
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
'UNSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
caN for the next inspectlon 24 hours in advanee. (952) 249-4600
Ownw#Contrsetor on site.
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