HomeMy WebLinkAbout2010 - 00580 - attached deck CITY OF ORONO PERMIT NO.: 2010-00580
2750 KELLEY PARKWAY
• ORONO,MN 55356- DATE ISSUED: 07/16/2010
(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 : DECK ATTACHED
ACTIVITY : 434-RESIDENTIAL
VALUATION : $ 12,000.00
NOTE: RE-DO DECKING/RAILING/STAIRS-USE EXISTING FOUNDATION
APPLICANT PERMIT FEE SCHEDULE 221.25
NICKLOW,KONSTANDINOS&CRISTINA STATE SURCHARGE(VALUATION) 6.00
1050 WILLOW VIEW DR TOTAL 227.25
LONG LAKE,MN 55356
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 (o
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause. /Y _7-/(o ()
/ / / cs i�ne, F'/,
Applicant Permitee Signature Date Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
•
12
City of Orono \v
Building Permit Application for internal Work
(windows, doors, siding, re-roof, etc.)
Mailing Address: Permit number: 02 010- oo98o
/�,011> PO Box 66
0 4, 0 Crystal Bay, MN 55323-0066 Date received: 7- I L.- (O
a - ;- a/ Street Address: Received by: �Q S
�`�l I,.�� o`er' 2750 Kelley Parkway
Plan review fee:
?tr�sHo Orono, MN 55356
if
Total Fee: ff 03p32O .5
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: l �-/� //
Job Site Address: (07�' ,//lle�,/ Vita) di", i aft1ne, p/V .5"1-5-3,5-k
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑Yeso
If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name:
State License# /,/� Expiration Date:
Phone:
A/7)1
(, / J J (office) (cell)
Mailing Address: `�l City: ZIP:
Contact Person: Applicant is: Contractor / Homeowner (circle one)
Email and/or Fax:
PROPERTY OWNER INFO-MATI•
Name: 0-0 vtelI ilk()S N(r-E-id
Phone(day): .- - di/
Address: 10C—Cc £2/f OW / it, Pi-i .,City: Or`e,/c.' ZIP: 3 5-6
Email and/or Fax 0 11I C I - o(A
I ' dp ✓nes' �i,�g ,etf
PROJECT INFORMATION:
Type of Project: Any earth movement may require
❑ Door(s) ❑ Remodel MCWD review&permits
❑Water Damage
Minnehaha Creek Watershed District(MCWD)
❑Window(s) Repair ❑Storm Damage 18202 Minnetonka Blvd
Deephaven,MN 55391
❑Siding ❑ Restoration
ther: (specify) Phone: 952-471-0590
❑Re-roof . Fax: 952-471-0682
❑Fire Dama•e www.minneh-hacreek.r.
Overall Project Description: t � j1X/ 1 . >�i��I�Jt t�ir 1,1 00
Estimated Construction Valuation of Project(excluding Ian• $ Jl 7 .S j!/t
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 a••lication ma not be issued.
Applicant's Signature: Date: Of /d
Last Updated: 05-04-2009
Plan Review Checklist for New Structures / Additions
Address/ PID/Legal: ( 050 L kJ t L ( s `j( U
Description of work: (E(\f1 CA.:. 6 ?- I Ni..5 O k L.I' ---f- 5'-1-„15 O r��yX-1Srf 1ST—fruc)
Septic review by: !U 1 yA Date Approved:
Zoning review by: i\-11 A Date Approved:
Building review by: ,(l0f1.l-,....! Date Approved: 7— 1 Lj -10
Grading review by: 1\-) A Date Approved:
oning File #: Resolution#: Resolution Date:
Zoning District Fire Department Post Office t School Distr.
Zoning: Lot Area: SF /AC Width: Dep •.
Survey Submitt-e: ❑ Yes ❑ No Date of Survey:
Proposed Setbacks:
Front(Lake) - -ar(Street) ( N S E W ) ( N S E W ) ether Buildings Wetland
Side Side
Building Defined Height: Building Peak Hei. t:
FOR A BUILDING WITH A BASEMENT OR CRA .SPACE: FO- A BUILDING ON A SLAB FOUNDATION:
START the distance between the bas:ment floor/ TART the distance between the slab and the
WITH crawl space floor and the highe roof peak, WITH highest roof peak, the top of the cornice
the top of the cornice of a flat roof, . e deck of a flat roof, the deck line of a mansard
line of a mansard roof, or the upperm. t roof, or the uppermost point on a round or
point on a round or other arch-type roo other arch-type roof
SUBTRACT half the distance between the highest SUBTRACT half the distance between the highest
window and highest roof peak of a .. ched window and highest roof peak of a
roof pitched roof
SUBTRACT the distance between the bas- ent floor/ •DD the distance between the slab and the
crawl space floor and the hie est existing highest existing grade within the
grade within the foundatio' or 10 feet, foundation
whichever is less. EQUAL Defined building height
EQUALS Defined building hei. t
Lot Coverage: SF %
Shoreland District MCWD Permit Received Average Lakeshore - -tback Bluff
❑ Yes ❑ N. ❑ Yes ❑ No ❑ N/A CI Yes 0 No 0 A 0 Yes 0 No _
Permit Number: Setback:
Hardcover Z. es Existing Proposed Variance Required CUP Required
0-75' 0 Yes 0 No 0 Ye 0 No
75- 0' Type(s): Type(s):
2 -500'
.00-1000' 1
RE •RKS (in-house):
Updated: 07/01/2009 \
z:\forms\plan review checklist.docx
Fees to be Charged YES NO
.erreit .; V
Plan Review t�
State S uircharge
Investigation Fee
SAC-Atilt iberof SAC°TUnits
Sewer Connection
tatii oniaection
Park Fee
1Sitetirnspectiion
Other(specify)
iscelfannene`s fees
Calculated By:
UBC: Construction Type:
Square Footage $ per Square Footage
Basement X = $
1st Floor X = $
2n° Floor X = $
Garage X = $
Estimated Construction Value: $ ► 2, 000 c''
Orono Inspections Required Work Requiring Separate Permits Required State Permits
❑ Site ❑ Plumbing ❑ Grading / Filling ❑ Well
❑ Hardcover Removal ❑ Mechanical ❑ Fire ❑ Electrical
❑ Footing ❑ Septic ❑ Water Connection
❑ Foundation Survey ❑ Fireplace ❑ Sewer Connection
❑ Framing 0 Masonry 0 Lawn Irrigation
❑ Insulation 0 Mfg.
O Wall Board 0 Other(specify)
O As-Built Survey
,Final
O Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access:Existing: 0 YES 0 NO New: 0 YES ❑ NO
REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT)
Updated: 07/01/2009
z:\forms\plan review checklist.docx
ORONLI COPY
F' ATI Evaluation Service �. r ,
A Division of Architectural Testing — Certification Services a0
71
Code Compliance Research Report CCRR-0124
Subject to Renewal: 01/28/11 Issued: 01/28/10
Visit www.archtest.com for current status Page 1 of 3
Gossen Corporation, Inc. 4.0 Performance Characteristics
2030 West Bender Rd. 4.1 WeatherReady" deck boards are rated for
Milwaukee,WI 53209 z
800-558-8984 a uniform live load of 100 lbs/ftwhen installed
on support framing spaced at a maximum of
16 inches on center.
www.qossencorp.com
4.2 WeatherReadysolid deck boards used
1.0 Subject as stair treads are rated for the code-prescribed
WeatherReady 868 Deckboard concentrated load equal to 300 pounds when a
continuous deck board is installed over a
WeatherReady" 868K Deckboard two-span support measuring a maximum of
2.0 Research Scope 10 inches on center. Grooved deck boards shall
not be used for stair treads.
2.1 Building Codes: 4.3 WeatherReadysolid deck boards have a
2009 International Building Code® (IBC) minimum wind uplift resistance rating of
2009 International Residential Code®(IRC) 100 lb/ft2 when face-screwed with #8 x 2% inch
deck screws to support framing spaced at
2.2 Properties Evaluated: 16 inches on center. WeatherReady grooved
deck boards have a minimum wind uplift
Structural Performance resistance rating of 190 lb/ft2 when installed on
Durability support framing spaced at 16 inches on center
Surface Burning and fastened with one Tiger Claw® TC-G
stainless steel hidden fastener at each joist
3.0 Description using #7 (1/8 inch diameter) by 15/8 inch stainless
3.1 General — WeatherReady " 868 steel screws provided with the fasteners.
WeatherReady"" 868K deck boards are an 4.4 WeatherReadydeck boards have a
extruded solid cellular poly vinyl chloride (PVC) flame spread index of 20 when tested according
product that is intended for use as a walking to ASTM E 84. The referenced criterion, AC174,
surface on exterior decks, balconies, porches, requires a flame spread index not exceeding
and walkways. 200.
3.2 The deck boards have a solid rectangular 4.5 WeatherReady" deck boards are deemed
profile measuring 1 inch thick by 5% inches equivalent to preservative-treated or naturally
wide. The edges are rounded with a 3/16 inch durable wood for resistance to weathering
radius. WeatherReadydeck boards are effects, attack from termites, and fungus decay.
embossed with a simulated wood grain on both 4.6 Structural performance has been
wide faces. They are available with /16 inch wide demonstrated for a temperature range of
x /32 inch deep slots cut into the longitudinal -20°F to 135°F.
edges to accept hidden fasteners. Gossen
Corporation grooved deck board is identified as 5.0 Installation
the WeatherReady"" 868K. (See Figure 1) 5.1 Installation shall be in accordance with the
3.3 All WeatherReady"' deck boards are manufacturer's installation instructions and this
manufactured in sand, golden rod, or slate report. Where differences occur between this
colors. An optional solar reflective coating can report and the manufacturer's installation
be applied to the boards which creates a matte instructions, this report shall govern.
finish. WeatherReadydeck boards that
receive this four sided coating continue to be
identified as sand, golden rod, and slate colors.
Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700
www.archtest.corn
ATI-ES
Code Compliance Research Report CCRR-0124
Page 2 of 3
5.2 Face fastening of the deck boards shall be 7.5 Deck boards used as stair treads shall be
with #8 x 2'h inch deck screws. Two fasteners a continuous deck board installed over a
are required at every joist 3/4 inch from the side minimum two span support with a maximum
and a maximum of 1 inch from the end of the span of 10 inches on center. Grooved deck
board. Grooved deck boards shall be fastened boards shall not be used for stair treads.
with one Tiger Claw® TC-G hidden fastener at
7.6 Compatibility of fasteners with the
each joist using #7 (1/8 inch diameter) by supporting structure including chemically treated
15/8 inch stainless steel screws provided with the wood or in a saltwater environment is not within
fasteners.
the scope of this report.
6.0 Supporting Evidence 7.7 Only those types of fasteners and
6.1 Manufacturer's drawings and installation fastening methods described in this report have
instructions. been evaluated for the installation of these deck
6.2 Reports of testing in accordance with boards, other methods of attachment are outside
ICC-ES AC174 Acceptance Criteria for Deck the scope of this report.
Board Span Ratings and Guardrail Systems 7.8 All deck boards are manufactured in
(Guards and Handrails), effective June 1, 2009, Cartersville, Georgia by the Gossen Corporation
6.3 Quality control manual in accordance with in accordance with the manufacturer's approved
ICC-ES Acceptance Criteria for Quality Control quality control system. Third party inspections
Manuals,AC10, effective March 1, 2009. are conducted by Architectural Testing, Inc.
(ATI-AA 676).
7.0 Conditions of Use 8.0 Identification
WeatherReady- deck board applications Deck boards produced in accordance with this
identified in this report are deemed to comply report shall be identified with labeling on the
with the intent of the provisions of the referenced individual deck boards that includes the
building codes subject to the following following information: product name,
conditions: manufacturer, the mark of the independent
7.1 WeatherReady deck boards are limited inspection agency ATI-AA 676, and the Code
to use in Type V-B (5B) construction in the IBC Compliance Research Report Number "CCRR-
and dwellings regulated in the IRC. 0124".
7.2 Deck boards placed at an angle other than 9.0 Code Compliance Research Report Use
90 degrees to the supporting joist will require
9.1 Approval for building products and/or
support framing at a reduced spacing such that materials can only be granted by a building
the span of the deck board does not exceed the official having legal authority in the specific
span identified in Section 4.1. jurisdiction where approval is sought.
7.3 The wind uplift resistance rating 9.2 Code Compliance Research Reports shall
recognized in this report is based on attachment not be used in any manner that implies an
to treated Southern Pine framing (average endorsement of the product or manufacturer by
specific gravity = 0.55). Installation on wood Architectural Testing, Inc.
framing with a lesser specific gravity may result
in a lower wind uplift rating. 9.3 Reference to the Architectural Testing
7.4 Where required by the building official, internet web site address at www.archtest.com
engineering calculations and details shall be is recommended to ascertain the current version
provided. The calculations shall verify that the and status of this report.
anchorage complies with the building code for
the type of framing and condition of the
supporting construction.
Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700
www.archtest.corn
A
ATI-ES
Code Compliance Research Report CCRR-0124
Page 3 of 3
5 1/2" • 5 1/2° •
3�1�
II 13/32'
co
Solid Board Profile Grooved Board Profile
Figure 1 - WeatherReady'M deck board profiles
Architectural Testing, Inc. 130 Deny Court• York, PA 17406 717-764-7700
www.archtest.corn
Lyle Oman
From: Gus Nicklow[gnicklow@meshbesher.com]
Sent: Wednesday, July 14, 2010 11:56 AM
To: Lyle Oman
Subject: RE: deck repair
Lynn,
The decking will be a product called weather ready (Passport). It's a PVC type material. The
railing and ballasters is a Landmark railing system. I hope this answers your questions. If not, let
me know. Thanks.
Konstandinos (Gus)Nicklow
Meshbesher& Spence, LTD.
1616 Park Avenue
Minneapolis, MN 55404
612-339-9121
888-707-6374
Fax: 612-339-9188
gnicklow@meshbesher.com
PRIVILEGED & CONFIDENTIAL
The information contained in this electronic mail is privileged and confidential information
intended solely for the use of the individual(s) named above. If you are not the intended recipient(s)
of this email, or if you are an employee or agent responsible for delivering it to the intended
recipient(s), you are hereby notified that any dissemination or distribution of all or any part of this
email other than to its intended recipient(s), or any copying of this email, is strictly prohibited. If
you receive this email in error, you are instructed to immediately forward it back to the sender,
destroy your copy, and notify Gus Nicklow at 612-339-9121 or 1-888-707-6374
From: Lyle Oman [mailto:LOman@ci.orono.mn.us]
Sent: Wednesday, July 14, 2010 11:48 AM
To: Gus Nicklow
Subject: deck repair
Gus, please specify the type of decking and guard rail material proposed.
Lyle Oman
Building Official
City of Orono
TO SCHEDULE AN INSPECTION, CALL: 952.249.4600
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