HomeMy WebLinkAbout2009 - 00351 - new structure CITY OF ORONO PERMIT NO.: 2009-00351
2750 KELLEY PARKWAY
ORONO,MN 55356- DATE ISSUED: 07/17/2009
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 70 WEAR LA S
PIN : 04-117-23-21-0019
LEGAL DESC : ROLLING MEADOWS 4TH ADDITION
: LOT 002 BLOCK 001
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED
VALUATION : $ 350,000.00
NOTE: SEPERATE PERMITS REQUIRED:PLUMBING, MECHANICAL,SEPTIC,FIREPLACE,
LAWN IRRIGATION, WELL(STATE),ELECTRICAL(STATE)
ADVANCED PLAN REVIEW PERMIT#2009-00350-PAID FEE 06/23/09$1661.89
ESCROW-BUILDING$2,500.00 PD.6/17/09 CK 5193 2009-00416
ESCROW-WETLAND$2,000.00 PD 7/17/09 CK 8879 2009-00417
APPLICANT PERMIT FEE SCHEDULE 2,556.75
GORDON JAMES CONSTRUCTION STATE SURCHARGE(VALUATION) 175.00
5159 MAIN STREET E TOTAL 2,731.75
P.O. BOX 306
MAPLE PLAIN,MN 55359-
(763)479-3117
Minnesota State License#:20531961
OWNER
PFEIFFER,JASON&JONI
P.O.BOX 196
CRYSTAL BAY,MN 55323-
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/ y ti -for due ..
111? / (9 / 0
Appli-ant Permitee Signature Date Issued B i4 gnature ,,� Date
SEPARATE PERMITS REQUIRED FOR WORK OTHE' THAN DESCRIBED A l,.)VE.
4
City of Orono
Building Permit Application
for New Structures or Additions $`02731,75'
Mailing Address: Permit number: �,Cscf -C C 7'5'; I
O 0
PO Box 66
Crystal Bay, MN 55323-0066 Date received: (� 1`-� ���
Receiv d by: it 1F
,� �� Street Address:' ���/yZ �
��,� i�jiA.1-4:i 2750 Kelley Parkway 121=C'c\f - 0( la review e i���c�( • g9 Pt
ikesOrono, MN 55356
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: 70 WFi4 R Li4.vE S.
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes SI-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/APPLICANT INFORMATION:
Name: GoRbo•iJ Sol of 5 CoousTI (AcTZo•%
State License# o?OS3 ici(o I Expiration Date: "Meg aol0
Phone: (?.3)409 -3t 17 (office) (cell)
Mailing Address: 5/S9 #/ftiev 51, E Po.Box loc. CittL,fMPiE PtiIry ZIP: 8.8389
Contact Person: -ToE rncpmEaso,✓ Applicant is:(Contractor / Homeowner (Circle One)
Email and/or Fax: Joe- gordcN- i wits. cowl Z743)4179- alar
PROPERTY OWNER INFORMATION:J
Name: Sr} 4 �' uS to
PFEXFFE
Phone (day): (asiy'7 . a-a?I LI
Address: City: ZIP:
Email and/or Fax joai jwso., Q yakoo . co wl
ARCHITECT/ENGINEER INFORMATION:
Name: co4o.,,VAbI' 13S 51 60v 61eou P
Phone (day): (MO 42o - g5.43
Address: /86,53 ?ovthE/CosA L'T. City: EAE., Pk,.tyesE ZIP: 55347
Email and/or Fax:
PROJECT INFORMATION:
1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal&
Water Supply
IgNew Construction jg Single Family with JS'Residence
❑Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer
❑Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage El Office/Commercial iJ Private Sewer
❑Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage ❑ Public Water
**Any earth movement may require ❑ Commercial El Other(specify)
MCWD review&permits. ❑ Industrial g Private Well
Minnehaha Creek Watershed District(MCWD) ❑Other: (specify)
18202 Minnetonka Blvd
Deephaven,MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.orq
Estimated Construction Valuation (excluding land) $ 3.5-o,00,0 —
Last Updated: 5/21/2009
-20-
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
' ADDRESS OR LEGAL: -7U (l 1e,4 r L AJ e
PID:
DESCRIPTION OF WORK: A(EA.) ! S
ZONING REVIEW BY
BUILDING REVIEW BY � I /� DATE APPROVED:
BY:c--
DATEAPPROVED: '7-g.v‘.-r
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes
PLAN REVIEW Yes // No SEWER CONNECTION
STATE SURCHARGE Yes c- No WATER CONNECTION
INVESTIGATION FEE Yes No PARK FEE
SAC Yes No_ / SITE INSPECTION
Number of SAC Units •
A.4)4.+ OTHER (sped)
ZONING CHECK LIST Zoning District: gel 8
Fire Department: Post Office:
/� School District:
Lot Area: Sgft. 7i' Acres Width
epth
Survey Submitted: Yes No
Date of Survey: l
Proposed 'e .ac
rout i gnt); /� R Side: /
•
•, (Street): 1 (/ L t Side: lS (��7 /l r'�-44
Adjacent Structures:1- / a) �v�
Wetland: V
Building Height: Def Hgt. Peak Hgt
Lot Coverage: l�
Grading: Staff Approval Date:1(414 I01 By: ����i��tlhcil Approval�} r) �2 M ' PP Date:
• Septic: Staff Approval Date: ( 2 ` �U l By:l/ +- (6
Zoning File:- # Resolution: # Resolution Date:
Shoreland District: !/V h'
Avg.Setback: MCWD Permit:
j Bluff Setback: Lot Coverage:
Existing Pro ose
Hardcover: 0-75' P d
75-250'
250-500'
500-1000'
Hardcover Variance Required: Yes No_k
Date of Council Approval:
REMARKS(in house):
33
BUILDING REVIEW CHECK LIST
UBC: /Z CONSTRUCTION TYPE: V
Sq Footage $Per Sq Ftg
Basement x
1st Floor x =
2nd Floor x =--
Garage Garage x =
x =
TOTAL
Estimated Construction Value: $ 3&-b,000 �^
Inspections Required: Work Requiring Separate Permits:
Site Plumbing Fire
Hardcover Removal V Mechanical Water Connection
Ic Footing of Septic Sewer Connection
_x Framing c Fireplace x Lawn Irrigation
X Insulation (Masonry) Other
Wall Board (' (Mfg.) K Well(State Permit)
Ge Final Grading/Filling X Electrical(State Permit)
Other
REMARKS(IN HOUSE):
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
REMARKS(TO BE NOTED ON PERMIT):
34
STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction
a. Length(ft.)= 76 '4 " `()al a,Number of bedrooms= "i g Wood/Frame
/ ❑ Masonry
b.Width(ft.)= y4'G" Number of garage stalls: ❑ Metal
Attached= 3 ❑ Pole Bldg.
Areas in square feet Detached= p ❑ ICF
E On-site Prefab
c. Basement= /, 53a ❑ Off-site Prefab
d. 1st Story = / S3� ❑ Other(please specify):
e. 2nd Story= ii S!-1
f. 1/2 Story = N/A'
g. Total Area= q, 5,8
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed Applicable
❑ Permit Application
,$
0 Proposed Building Plans
❑ +k ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form
0 Survey(meeting all requirements)
❑ �' Stormwater Pollution Prevention Plan
❑ 'k 0 _ Hardcover Calculation(s)
,� ❑ Septic System Site Evaluation Report
❑ 1ff Access Permit
❑ Wetland Buffer Improvement Plan (eV gtulATroAJ/ARsw2.)G Co,nPPEteb - SEE SaavFY)
❑ ,^$)" Engineered Plans for Retaining Walls 4 feet or above
❑
0 Plan Review Fee
❑ Other
SIE 5u4CoutitAcTO& w=CC j & ,i1 r
W( NOT vEEbE1 ?ER ? Evsoas con, RsArr o.v w/ci TY
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• 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;
• Acknowledges the Escrow Agreement is completed and signed; <OuWER coni ERZti6 7o CITY,
• 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: /aC Date:
Last Updated: 5/21/2009
-21 -
(4;134.-
BUILDING HEIGHT
www.ci.orono.mn,us
952-249-4620
ALL BUILDINGS IN ORONO MUST HAVE A DEFINED BUILDING HEIGHT OF 30 FEET OR
LESS AND MUST HAVE NO MORE THAN TWO STORIES PLUS A HALF STORY.
HOW TO DETERMINE THE DEFINED HEIGHT OF A BUILDING:
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE:
START WITH the distance between the basement floor/crawl space floor and 35
the highest roof peak, the top of the cornice of a flat roof, the
deck line of a mansard roof, or the uppermost point on a round
or other arch-type roof
SUBTRACT half the distance between the highest window and highest roof /
peak of a pitched roof
SUBTRACT the distance between the basement floor/crawl space floor and
the highest existing grade within the foundation or 10 feet, d• q b5A
whichever is less.
rEQUALS Defined building height _ / 3,g
FOR A BUILDING ON A SLAB FOUNDATION:
START WITH i the distance between the slab and the highest roof peak, the
top of the cornice of a flat roof, the deck line of a mansard roof,
or the uppermost point on a round or other arch-type roof
SUBTRACT half the distance between the highest window and highest roof
peak of a pitched roof
ADD the distance between the slab and the highest existing grade
within the foundation
EQUALS Defined building height
HOW TO DETERMINE THE NUMBER OF STORIES: D'
For the basement or lower level to not be considered a story the elevation of the flo r above it._
,must be n.o nore than six feet above existing grade for at least 50 percent of the perimeter
of the basement or lower level.
A half story is defined as the uppermost floor of a building in which the intersection of the
exterior wall and the roof is not more than three feet above the floor elevation and not more
than 60 percent of the floor area within the exterior walls of the uppermost floor exceeds five
feet in height as measured from the floor to the rafters.
FOR MORE INFORMATION
Contact the Planning and Zoning Department at 952-249-4620 or planninqaci.orono.mn.us.
Reference: City Code Section 78-1 Definitions.
February,2008
This is an information sheet. Every effort has been made to insure the accuracy of the information contained herein;
however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail.
t' R
o CITY of ORONO
iStreet Address: Mailing Address:
O? 0 2750 Kelley Parkway PO Box 66
\ Orono, MN 55356 Crystal Bay, MN 55323-0066
1 11` 401,,.. t
H119.4, • Residential Energy
effective June 1, 2009
Information Handout
Attic thickness markers. The thickness of blown in or Building certificate. A building certificate shall be posted
sprayed roof/ceiling insulation shall be written in inches on in a permanently visible location inside the building. The
markers that are installed at least one for every 100 sq ft certificate shall be completed by the builder and shall list
throughout the attic space. The markers shall be affixed information and values of components listed in the table
to the trusses or joists and marked with the minimum initial below.
installed thickness with numbers a minimum of 1 inch
high. Each marker shall face the attic access opening. Component Certificate requirements
Spray polyurethane foam thickness and installed R-value Date certificate is installed Posted date
shall be listed on the certificate provided by the insulation Dwelling or dwelling unit Mailing address and city
installer. location
Residential contractor Name and license number
Attic insulation card. A signed and dated insulation of residential contractor
receipt attic card must be attached to the framing near the Insulation installed in or on Type and installed R-value
access opening, in a clearly visible place and posted with ceiling/roof, walls, slab-on-
the building certificate. The attic card must identify the grade and floor
type of insulation installed, the manufacturer, the installer, Rim joist and foundation Installed R-value, type and
the R-value per inch, the designed settled thickness, the wall insulation whether the insulation is
square footage of attic coverage area and the number of exterior, integral or interior
bags installed. Fenestration Average U-factor and
SHGC
Ducts outside conditioned Installed R-value
spaces
Mechanical ventilation Type, location and design
system continuous and total
ventilation rates
Make-up air and Type, location and size
iiiilAti66,
combustion air systems (if
installed)
Heating system Type, input rating, AFUE or
HSPF, manufacturer, model
It II and the structure's
calculated heat loss
Domestic water heater Type, size, manufacturer
and model
Cooling system (if installed) Type output rating, SEER,
manufacturer, model,
t calculated cooling load and
the structure's calculated
heat gain
Radon control system Passive or active
Telephone (952) 249-4600 • Fax (952) 249-4616 • www.ci.orono.mn.us
• Residential Energy
Page 2 of 3
Foundation insulation. Foundation of basement and Interior foundation insulation requirements. An
crawl space walls and the perimeter of slab-on-grade insulation assembly installed on the interior of the
floors must comply with this section. Insulation materials foundation walls shall meet the following provisions:
shall be installed according to manufacturer's installation
specifications. Adding additional insulation to increase 1. Masonry foundation walls shall be drained through
R-values or adding an additional vapor retarder to the masonry block cores to an approved interior
foundation wall assemblies, other,than those required in drainage system.
this section, is prohibited. 2. If a frame wall is installed, it shall not be in direct
contact with the foundation wall unless the interior
Foundation wall and rim joist area thermal insulation side of the foundation wall has been
requirements. The insulation layer must be a minimum waterproofed.
R-10. 3. Comply with the interior air barrier requirements.
4. Comply with all other requirements
Exception: In the Southern Zone, the foundation and rim
joist area insulation may be reduced to a minimum of an Rigid interior insulation. Rigid interior insulation shall
R-5 if: comply with the following:
1. The insulation is located on the exterior or is 1. Dampproofing, waterproofing or a water repellent
integral to the foundation wall; and shall be applied to the exposed above grade
2. An additional R-5 insulation is added to the foundation walls or a layer of damppoorfing or
minimum attic R-value level; and waterproofing shall be installed on the entire
3. The heating system meets the minimum efficiency inside surface of the foundation wall.
ratings in the table below; and 2. Installation requirements:
4. A minimum of a 6 inch energy heel is used for the a. Must be in contact with the foundation wall
roof framing and/or truss system. surface;
b. Vertical edges shall be sealed with acoustic
HVAC System Minimum Efficiency Requirement to sealant;
Qualify for R-5 Exterior Insulation c. All interior joints, edges and penetrations shall
in the Southern Zone be sealed against air and water vapor
Heating System Type Minimum Efficiency penetration;
Rating d. Horizontally continuous acoustic sealant
Furnace, Gas or Oil Fired 90% exists between the foundation wall and the
Boiler, Gas or Oil Fired 85% insulation at the top of the foundation wall;
and
Exterior foundation insulation requirements. An e. Horizontally continuous acoustic sealant
insulation assembly installed on the exterior of the exists between the basement floor and the
foundation walls and the perimeter of slabs-on-grade: bottom insulation edge.
3. The insulation shall not be penetrated by the
1. shall be of water-resistant materials manufactured placement of utilities or by fasteners or connectors
for its intended use; used to install a frame wall.
2. shall be installed according to the manufacturer's
specifications;
3. shall have a rigid, opaque and weather-resistant
protective covering to prevent the degradation of
the insulation's thermal performance. The
protective covering shall cover the exposed
exterior insulation and extend a minimum of six
inches below grade. The insulation and protective
covering system shall be flashed. ■■ ■I ',
• • • • • •
• • • • • • •
• • 0 • • • ff
Residential Energy
Page 3 of 3
Spray-applied interior insulation. Spray-applied interior
insulation shall comply with the following as applicable: Unfaced fiberglass batt interior insulation. Unfaced
fiberglass batt interior shall comply with the following:
1. Closed cell polyurethane.
a. Sprayed directly onto the foundation wall 1. Waterproofing shall be applied to the entire inside
surface. There must be a one-inch minimum surface of the foundation wall.
gap between the foundation wall surface and 2. The top and bottom plates must be air sealed to
any framing. the foundation wall surface and the basement
b. The insulation shall not be penetrated by the floor.
placement of utilities. 3. In addition, an air barrier material and vapor
c. Through penetrations shall be sealed. retarder material with a minimum permeance of a
2. One-half pound free rise open cell foam. least 1, shall be installed on the warm-in-winter
a. Sprayed directly onto the foundation wall side of the foundation insulation.
surface. There must be a one-inch minimum a. Air sealed to the framing with construction
gap between the foundation wall surface and adhesive or equivalent at the top and bottom
any framing. plates and where the adjacent wall is
b. The insulation shall not be penetrated by the insulated;
placement of utilities. b. Air sealed utility boxes and other penetrations;
c. Through penetrations shall be sealed. and
c. All seams shall be overlapped at least six
Semi-rigid interior insulation. Semi-rigid interior inches and sealed with compatible sealing
insulation shall comply with the following: tape or equivalent.
4. Up to R-13 batts are allowed.
1. A maximum permeance of 1.1 per inch. Foundation wall insulation performance option. Shall
2. Must have a minimum density of 1.3 pcf and have be designed by a license engineer.
a fungal resistance:
a. Must be in contact with the foundation wall
surface;
b. Vertical edges shall be sealed with acoustic
sealant;
c. All interior joints, edges and penetrations shall
be sealed against air and water vapor
penetration; �/:
d. Horizontally continuous acoustic sealant shall
be applied between the foundation wall and
the insulation at the top of the foundation wall;
and
e. Horizontally continuous sealant shall be
applied between the basement floor and
bottom insulation edge.
CITY of ORONO
. :
( °4 Street Address: Mailing Address:
O , 0 2750 Kelley Parkway PO Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
'� I�' 47
':� ', 4.° Radon Requirements
o,1`
Effective June 1, 2009
Information Handout
Subfloor preparation. A layer of gas-permeable material Sumps. Sump pits open to soil or serving as the
shall be placed under all concrete slabs and other floor termination point for sub-slab or interior drain tile
systems that directly contact the ground and are within the loops shall be covered with a gasketed or otherwise
walls of the living spaces and conditioned crawl spaces of sealed lid. Sumps used as suction point in a sub-slab
the building. The gas-permeable layer shall consist of one depressurization system shall have a lid designed to
of the following: accommodate the vent pipe.
1. A uniform layer of clean aggregate, a minimum of Foundation walls. Hollow block masonry foundation
4 inches thick. The aggregate shall consist of walls shall be constructed with either a continuous
material that will pass through a 2-inch sieve and course of solid masonry, one course of masonry
be retained by a 1/4 inch sieve. grouted solid, or a solid concrete beam at or above
2. A uniform layer of sand, a minimum of 4 inches finished ground surface to prevent passage of air from
thick, overlain by a layer or strips of geotextile the interior of the wall into the living space. Where a
drainage matting designed to allow the lateral flow brick veneer or other masonry ledge is installed, the
of soil gases. course immediately below the ledge shall be sealed.
Soil-gas-retarder. A minimum of 6-mil polyethylene or Joints, cracks, or other openings around all
equivalent flexible sheeting material shall be placed on top penetrations of both exterior and interior surfaces of
of the gas-permeable layer prior to casting the slab or masonry block or wood foundation walls below the
placing the floor assembly to serve as a soil-gas-retarder ground surface shall be filled with polyurethane caulk
by bridging any cracks that develop in the slab or floor or equivalent sealant. Penetrations of concrete walls
assembly and to prevent concrete from entering the void shall be filled.
spaces in the aggregate base material. The sheeting shall Waterproffing/dampproffing. The exterior surfaces
cover the entire floor area with separate sections of of portions of concrete and masonry block walls below
sheeting lapped at least 12 inches. The sheeting shall fit the ground surface shall be dampproofed or
closely around any pipe, wire or other penetrations of the waterproofed.
material. All punctures or tears in the material shall be
sealed or covered with additional sheeting. Ducts. Ductwork passing through or beneath a slab
shall be of seamless material unless the air-handling
Entry routes. system is designed to maintain continuous positive
Floor openings. Openings around bathtubs, pressure within such ducting. Joints in such ductwork
showers, water closets, pipes, wires or other objects shall be sealed to prevent air leakage. Ductwork
that penetrate concrete slabs or other floor located in crawl spaces shall have all seams and
assemblies shall be filled with a polyurethane caulk or joints sealed by closure systems.
equivalent sealant. Unconditioned crawl space floors. Openings
Concrete joints. All control joints, isolation joints, around all penetrations through floors above
construction joints and any other joints in concrete unconditioned crawl spaces shall be caulked or
otherwise filled to prevent air leakage.
slabs or between slabs and foundation walls shall be
sealed with a caulk or sealant.
Telephone (952) 249-4600 • Fax (952) 249-4616 • www.ci.orono.mn.us
Melanie Curtis
From: Melanie Curtis
Sent: Monday, July 13, 2009 11:52 AM
To: joe@gordon-james.com; 'John Quinlivan'; Mark Gronberg
Cc: Lyle Oman; Tom Kellogg; 'Amundsen, Darren T'; Evelyn M. Turner
Subject: 70 Wear Lane - Building permit#2009-00351
Attachments: admin_ci_orono_mn_us_20090713_115423.pdf
Joe,John & Mark
Lyle Oman has completed the review of the building plans and there were no issues with those, however I am still having
a problem with the survey and the issue of the lowest floor not meeting the basement definition.
We looked at the revised plans and if you lower the house resulting in a first floor elevation of 995.7' (and the basement
is 985.3') you will need to demonstrate that existing grade is at or above the 989.7' contour(not currently shown on
the survey)for at least 50%of the perimeter of the lowest floor—not including the unexcavated area under the garage.
There is an unlabeled contour I highlighted on the attachment, please label.
I do not believe that the current plan meets the number of stories requirement.
Melanie
Melanie Curtis
Planning &Zoning Coordinator
City of Orono
2750 Kelley Parkway
Orono, MN 55356
Direct Dial: 952.249.4627
Fax: 952.249.4616
Planning &Zoning Office 952.249.4620
Email: mcurtiseci.orono.mn.us
Website: www.ci.orono.mn.us
-7(114(0e1 --&
1
Melanie.Curtis
From: John Quinlivan [john@gordon-james.com]
Sent: Tuesday, June 30, 2009 5:27 PM
To: Melanie Curtis;joe@gordon-james.com
Cc: Lyle Oman; Tom Kellogg; 'Amundsen, Darren T'
Subject: RE: 70 Wear Lane - Building permit#2009-00351
Attachments: image002.jpg; image003.jpg
That's what we had as well. Thanks for the quick response, I believe that works but we need to run it by Mark
Gronberg.
Thanks again,
John Quinlivan
Gordon James Construction Inc.
5159 Main Street
PO Box 306
Maple Plain, MN 55359
john@gordon-james.com
763.479.3117(main)
612.418.1002(mobile)
(Glordon
ames
CONSTRUCTION
From: Melanie Curtis [mailto:MCurtis@ci.orono.mn.us]
Sent: Tuesday, June 30, 2009 4:25 PM
To: 'John Quinlivan'; joe@gordon-james.com
Cc: Lyle Oman; Tom Kellogg; 'Amundsen, Darren T'
Subject: RE: 70 Wear Lane - Building permit #2009-00351
John
We looked at the plans again and if you are able to drop the house 4'you will need to show that existing grade is at or
above the 988.9' contour(not currently shown on the survey) for at least 50%of the perimeter of the lowest floor—not
including the unexcavated area under the garage.
Please note: This plan places the basement at 984.5'.
Melanie
Meungie CuRTis I R 952.249.4627 I mcurtis@ci.orono.mn.us
From: John Quinlivan [mailto:john@gordon-james.com]
Sent: Tuesday, June 30, 2009 4:04 PM
To: Melanie Curtis; joe@gordon-james.com
Subject: FW: 70 Wear Lane - Building permit #2009-00351
1
' Melanie,
Please take a look and let me know if this is correct:
Existing Elevation 989
First Floor Elevation 998.9 (on the survey)
Required F.F. Elevation 995 (or less)
The basement is loft,therefore if we drop the foundation 4ft below the existing elevation that would put us at
995ft. That would fall under the code correct?
John Quinlivan
Gordon James Construction Inc.
5159 Main Street
PO Box 306
Maple Plain, MN 55359
john(?gordon james.com
763.479.3117(main)
612.418.1002 (mobile)
(91ri
GFordon
ames
CONSTRUCTION
From: Melanie Curtis [mailto:MCurtis@ci.orono.mn.us]
Sent: Tuesday, June 30, 2009 1:55 PM
To: 'joe@gordon-james.com'
Cc: 'Amundsen, Darren T; Tom Kellogg; Lyle Oman
Subject: 70 Wear Lane - Building permit #2009-00351
Joe
Thanks for talking to me about the basement issues with this building permit today. As we discussed,the plans
indicated a three story house as defined by Orono code. The plans must be revised in some way to meet this code in
order for our building permit review to continue. Either the top floor must be revised to meet the definition of"half-
story" or the home must be placed lower into existing grade so the lowest level meets the "basement" definition.
Attached is a worksheet for Building Height calculations. Please call or email me if you need assistance.
Thanks, Melanie
Melanie Curtis
Planning &Zoning Coordinator
City of Orono
2750 Kelley Parkway
Orono, MN 55356
Direct Dial: 952.249.4627
Fax: 952.249.4616
Planning &Zoning Office 952.249.4620
2
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Call for the next inspection 24 hours in advance. (952) 249-4600
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From: Melanie Curtis
Sent: Tuesday, June 30, 2009 1:55 PM
To: 'joe@gordon-james.com'
Cc: 'Amundsen, Darren T'; Tom Kellogg; Lyle Oman
Subject: 70 Wear Lane - Building permit#2009-00351
Attachments: building_height.pdf
Joe
Thanks for talking to me about the basement issues with this building permit today. As we discussed,the plans
indicated a three story house as defined by Orono code. The plans must be revised in some way to meet this code in
order for our building permit review to continue. Either the top floor must be revised to meet the definition of"half-
story" or the home must be placed lower into existing grade so the lowest level meets the "basement" definition.
Attached is a worksheet for Building Height calculations. Please call or email me if you need assistance.
Thanks, Melanie
Melanie Curtis
Planning & Zoning Coordinator
City of Orono
2750 Kelley Parkway
Orono, MN 55356
Direct Dial: 952.249.4627
Fax: 952.249.4616
Planning &Zoning Office 952.249.4620
Email: mcurtisaci.orono.mn.us
Website: www.ci.orono.mn.us
1
Hennepin County Property Map Print Page 1 of 1
Hennepin County Property Map - Tax Year: 2009
The data contained on this page is derived from a compilation of records and maps and may contain discrepancies that can only be disclosed by an accurate survey performed by a licensed
land surveyor.The perimeter and area(square footage and acres)are approximates and may contain discrepancies.The information on this page should be used for reference purposes only.
Hennepin County does not guarantee the accuracy of material herein contained and is not responsible for any misuse or misrepresentation of this information or its derivatives.
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Selected Parcel Data Date Printed: 6/29/2009 10:04:41 AM
l44.1nnepen Parcel ID:04-117-23-21-0019 Current Parcel Date: 6/4/2009
Owner Name: GARY DESANTIS
Parcel Address: 70 WEAR LA S,ORONO, MN 55356
Property Type: RESIDENTIAL Sale Price: $233,750.00
Homestead: HOMESTEAD Sale Date: 10/2008
Area (sqft): 130102 Sale Code:VACANT LAND
Area (acres): 2.99
A-T-B:TORRENS
Market Total: $191,000.00
Tax Total:$2,066.13
http://gis.co.hennepin.mn.us/HCPropertyMap/Locator.aspx?PID=0411723210019 6/29/2009
MEMORANDUM
Date: 26 June 2009
To: Tom Kellogg, City Engineer
From: Melanie Curtis, Planning & Zoning Coordinator
RE: Building Permit # 2009-00351
Please review the enclosed information for a building permit for a new residence
at 70 Wear Lane (related to Zoning File #07-3325 for 80 Wear Ln) and provide
comments by no later than Thursday, July 2 if possible.
Please call me at 952.249.4627 if you need additional information or if you have
any questions on the attached information.
Thank you,