HomeMy WebLinkAbout2016-00899 - detached garage CITY OF ORONO HI I III 1.111 II 111 11111111
* 20 1 6 - 00899 *
2750 KELLEY PARKWAY DATE ISSUED: 10/04/2016
ORONO,MN 55356-
(952) 249-4600 FAX: (952)249-4616
ADDRESS : 1565 FAIRVIEW COTTAGE LA
PIN : 07-117-23-43-0033
LEGAL DESC : ORCHARD BEACH
: LOT MB BLOCK MB
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : GARAGE-DETACHED
ACTIVITY : 328-OTHER NONRESIDENTIAL BUILDINGS
VALUATION : $ 128,192.00
NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,WATER CONNECTION,SEWER CONNECTION,ELECTRICAL
SEE BUILDER ACKNOWLEDGEMENT FORM
APPLICANT PERMIT FEE SCHEDULE 1,292.62
PLAN REVIEW 374.85
MARY SNYKER BECKER,TIMOTHY BECKER& STATE SURCHARGE(VALUATION) 64.10
1575 FAIRVIEW COTTAGE LANE
MOUND,MN 55364- TOTAL 1,731.57
Payment(s)
CHECK 3040 1,731.57
OWNER
MARY SNYKER BECKER,TIMOTHY BECKER&
1565 FAIRVIEW COTTAGE LANE
MOUND,MN 55364-
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 d -cause.
pplicant - ( 0 / -) /
P rmitee Signature Date Issued Signature Date
Builder Acknowledgement Form
Permit #2016-00899 / 1565 Fairview Cottage Lane
Builder Representative Name/ I l `)
Permit Conditions: Initials
**NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a
foundation as-built survey must be submitted and approved by the City or a Stop Work order
will be issued.
Schedule a minimum of one hour for the framing inspection. TAM
Erosion control mechanisms must be installed and inspected by the City prior to any land
disturbing activities. The contractor must provide a minimum of a 24 hour notice prior tore"
inspection.
Erosion control shall be installed and maintained throughout the entire project and must
remain until vegetation has been established.
A haul route shall be submitted to the City Engineer for approval and inspection prior to
commencement of hauling from the site.The property owner shall be responsible for cleaning Mi
and repair of roadways for any adverse impacts.
No underground sewer within 20 feet of well.
Prior to the refunding of the escrow an as-built survey and hardcover calculations must be /n
submitted and approved. / I
Advisory Comments
Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining
walls, etc. not currently shown on the approved survey and landscaping plan will require a �
separate Zoning Permit application to be submitted and approved prior to the work �%!/)
commencing.
Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the
height of the lower wall require engineered plans and a building permit to be submitted and
approved prior to construction. _
w:\street files\fairview cottage In\1565(formerly known as 4199 north shore drive 6-2013)\builder acknowledgement form
2016-00899.docx
City of Orono
Building Permit Application
for New Structures or Additions
Mailing Address: _ 1 9
.�Q AV- PO Box 66 'ermit number: �a t 8,OU
Crystal Bay, 553 3-0066 Dat: received: 7- 2, -/ 4-
Street Addr.ss:' 17 5 I, 5 F
7 Rec-ived by: rY] &P
2750 elley Parkw an review fee: `7140 5 35
L Oron. MN 55356
o?C' 0
t�kESHO�� Main: 952- �
'°-4600 Total Fee: M- 0 1-9$'
Fax: 952-249-4616 www.ci.orono.mn.us 40N
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: (S(oc Fr►tr Vl&cJ ( 41-Ale L#q-rye
Will this be a Parade of Homes, Remodelers Showcase Hoe or other 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 sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: O w Nfg-
State License# Expiration Date:
Phone: (cell) (office)
Mailing Address: ZIP:
Contact Person: tractor / Homeowner (circle One)
Email and/or Fax:
PROPERTY OWN
Name:
Phone (day):
Address: Drub-o ZIP: 3 G
Email and/or Fax
ARCHITECT/EN(
Name:
Phone (day): Atte
Address: ► 14.Ga.l ZIP: 5310
Email and/or Fax: C )-t q
ARCHITECT/ EN( (j�
Phone ) n ""��
Phone (day): IvIC/
Address: ZIP:
Email and/or Fax:
PROJECT INFOI
1.Type of Projectn >e 4. Sewage Disposal&
�y ` Water Supply
❑ New Construction / dg./Garage
❑Addition [.Public Sewer
-gaccessory Buildin 1 ercial
❑ Relocation 0 Septic
❑ Other: (specify) _ II(s) (Compliance certificate
ater may be required)
**Any earth moveme
MCWD review&per 0 Public Water
Minnehaha Creek Watei �)
15320 Minnetonka Blvd; [Private Well
Phone: 952-471-0590
www.minnehahacreek.o
Estimated Construc
Packet Last Updated: January 2016
Page 21
STRUCTURE INFORMATION:
1.Structure Dimensions 1. Structure Dimensions(continued) p
a. Length(ft.)= 'fU Number of bedrooms= 0 2. Occupancy: �/)C
b.Width(ft.)= Ztp Number of garage stalls:
3. Occupant Load:
Areas in square feet Attached = 3
c. Basement= Detached= 4. Type of Construcion: _AfG
d. 151 Story = 1,•ou
e.2nd Story= co 5. Code Edition: 7-e`S l/MC
f. %Story =
g.Total Area= (,$3 F
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed Applicable
0 Building Permit Escrow Agreement and Fees
❑
0 Plan Review Fee
0 Completed Application Form
Cir 0 Proposed Building Plans-2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set
❑
0 Minnesota State Energy Code Calculations and Mechanical Code Requirements
Lir 0 Survey-2 full size,to scale(meeting ALL survey requirements)
Er 0 Hardcover Calculations
❑ la' Septic System Certification
0 Minnehaha Creek Watershed District(MCWD)Permit or
Documentation from MCWD stating no permit is required
❑ �' Landscape Walls and/or Retaining Wall Plans
❑ Er Landscape Plan
❑ l� Stormwater Pollution Prevention Plan(SWPPP)
❑ I11,- Access Permit
0 Data Privacy Advisory Form
APPLICANT/OWNER 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;
• Understands 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.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
Applicant's Signature: Date: 7(771 ((s.
Owner's Signature: ' _ Date: 7/2'i
Packet Last Updated: January 2016
Page 22
Christine Mattson
From: Christine Mattson
Sent: Wednesday, September 28, 2016 4:19 PM
To: 'tbecker@lighthousemanagement.com'
Cc: 'Greg Prasch'
Subject: 1565 Fairview Cottage Lane/#2016-00899
Tim,
Our engineer has reviewed the survey for the proposed accessory structure and has the following comments:
1. The grading plan does not call out the top and bottom elevations of the proposed retaining walls. Please note
if the retaining walls proposed will be greater than 4' in height they must be designed by a licensed professional,
and plans must be submitted to the City for review and approval prior to the construction. Tiered walls are
considered one wall unless they are separated by at least twice the height of the higher wall. The top and
bottom of wall elevations must be shown on the as-built survey.
2. The plan depicts a silt fence on the side/uphill side of the project site. Perimeter erosion control should be
planned for and installed on the downhill side of the project area. We have hand-drawn on the survey an
approximate silt fence location. Erosion control must be installed and inspected by the City prior to any land
disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion
control shall be installed and maintained throughout the entire project and must remain until vegetation has
been established.
3. Landscape Plan. A landscape plan was not submitted with the application. Any changes to the
exterior/landscaping i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved
survey will require a separate Zoning Permit application to be submitted and approved prior to the work
commencing.
We can issue the permit since the engineers comments are advisory; however, I noticed the resolution approving the
Conditional Use Permit has not been signed. The resolution requires signatures from both of you. You don't need to
arrive at the same time, but you will need to bring along your driver's license or another form of identification to have
your signatures notarized by City staff. We are open Monday through Friday 8 am to 4:30 pm. Once the resolution is
signed we can issue the building permit.
Please don't hesitate to contact me if you have any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono ; MN j 55356(physical address)
PO Box 66 Crystal Bay I MN 55323-0066 (mailing address)
S 952.249.4620 8 952.249.4616
1A cmattson@ci.orono.mn.us I www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Friday, November 11, 2016
Thursday& Friday, November 24& 25, 2016
1
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: 156 6 I% t Vi ow Co1'f6N/.' Lam- Permit No.: LORD • oo q
Description of work: Ik..a.150P y ,S1Y ALh&re-- Date Rec'd: -7.2.9.1c9
Septic review by: JCM/ti V- MAL Date Approved:
Zoning review by: l /ka Date Approved: -1 ' 21./V
Building review by: r ,<i( �i� Date Approved: ei3/./.fr
Im a.t
Grading review by: � Date Approved: (1.2 X' 1 co
Zoning District: L.r.-(0 Zoning File#: KO -3r6 LI Reso#: (PtpL4- Reso Date:5•q'Re
Zoning: Lot Area: I .LI /Sq/AC Width: Lot Coverage: 52- SF 9.q b
Survey Submitted: p'ces ❑ No Date of Survey: 1 'Lc/ .1 (0 Revised date(?):
Landscape plan submitted? 0 Yes 0 No Landscaper: NOM- U9ml 114.-
Proposed Setbacks:
t �j'
Fr (Lake) R (Street) ( N S 6 W ) ( N S E W ) • Other Buildings Wetland
Side Side
JCL' IS'
Defined Height: Peak Height: 2.1Q
.l FFE: 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: FOR A BUILDING ON A SLAB FOUNDATION:
The distance between the lowest proposed Slab at or above grade—
START WITH floor(of the basement or crawl space)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
If you have a... elevate home.
SUBTRACTION • GABLE•- IPPED ROOF(no Slab below gra.: easure
(BASED ON wind• : Subtract half the distance from highes [sting grade to the
ROOF TYPE) b= een the highest point of the roof highest••int of the roof.
o the low point of the corresponding If y•. ave a...
gable or hipped roof SUBTRACTION GABLE OR HIPPED ROOF
• GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half
windows): Subtract half the distance ROOF TYPE ' the distance between the
between the top of the highest highest point of the roof to
window and the highest point of the the low point of the
roof corresponding gable or
hipped roof
• ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
SUBTRACTION Subtract 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
EQUALS
Updated: May 2016
z:\forms\plan review checklist 5-2016.docx
Shoreland District MCWD Permit Average Lakeshore Setback Bluff
Met?
Yes ❑ No Permit Number: 0 Yes 0 No AN/A
0 Yes
No
❑ N/A—see attached
Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
(circle one) k% and sf) (% and sf)
(( 1 2 3 4 5 1—1,5(00 ZI.i°lo 0 Yes No X Yes 0 No
lq 222 3F l I,3 q41 F Type(s) Type(s): ftd 1lMktg
4)
Sh=r
Fees to be Charged YES NO AU.lAOry
• Permit tl' S'�'r1tL. IAY 01.,Plan Review (/
State Surcharge
Investigation Fee U
SAC-Number of SAC Units G q VY 9--e/ ( -'
Other(specify) V
Square Footage $ per Square Footage
Basement X = $
Cec4 I/ Z, X j3� - 5'6, = $ � 3t8 .7�
2nd Floor g 1/ X /00 .?4 = $ eg1 k 6t ,q4`
Garage /0 18 X .70,.5" , - $ 37) Z9.OR
Estimated Construction Value: $ /Z gi /l Z
Orono Inspections Required Work Requiring Separate Permits
Footing 0 Site Plumbing ❑ Grading/Filling
Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire
Foundation Survey 0 Hardcover Removal 0 Fireplace A.Water Connection
Framing 0 Other(specify) 0 Masonry
A.
Sewer Connection
❑ Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation
❑ Foundation Waterproofing 0 Other(specify) 0 Landscaping
Framing
Insulation
As-Built Survey
Final
O Lathe Required State Permits
❑ Other(specify)
0 Well Electrical
/
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
See Builder Acknowledgement Form
❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: May 2016
z:\forms\plan review checklist 5-2016.docx
City of Orono
o;i ,o Hardcover Calculation Worksheet
s `4 Property Address: (SSS -F,�i r vi e,,j C 1_11„,6G_ ( v C
4, Prepared by: Lro,i 5-,,,t, (6,�s Cv p�v� Date:
Y
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVERfiIfltt FUrg'
In the following table, identify all items of proposed hardcover on t e property, keyed by letter to Certificate of Surve
(survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all
proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover
status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and
calculate hardcover square footage separately for each portion.
Key to Hardcover Item (Describe) Length x Width Total
Survey (Square Feet)
(Example) (Garage)_ (24'x 30') (720 S.F.)
A l>aIVEL'JkY ziS!P1 S.F.
B l3(,iiL+i/ti16) 3,•- 7 S.F.
C Po 12-G-f- z 447 S.F.
D Fi2 ,vTPiet VZ
E +e on cg 5763 �
,e 3 3 S.F.
F 5(Pt- PR-1/6- P/9-77o Y2- S.F.
G Lo W e72 Ph d Er r919-77 0 Sb f S.F.
H (/pee t'+4(/E72 '770 3 S 3 S.F.
I
F11a ' .4:44:,-:F-
J 6,fi-'r16 r 6000 S.F.
K / t Vex lJY'V /, 087 B.F.
711f�
L a/ 40 S.F.
MS.F.
N .
_ S.F.
O S.F.
P
S.F.
Q S.F.
R
S.F.
S S.F.
T
S.F.
U S.F.
V
S.F.
W
S.F.
X
_ S.F.
Y
S.F.
Z
S.F.
(1) Total Proposed Hardcover l I, 3 55 S.F.
Excludable Hardcover(See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2) Total Excludable Hardcover S.F.
(3) Net Proposed Hardcover [Subtract line(2)from line(1)] _ ( I,3�i 9 S.F.
(4) Total Lot Area _
J_- 52CD 4 S.F.
Proposed Hardcover Percentage [(3)_(4)] , ,i, `} %
2j.fq-/ C5) i'i0C 7-' Ct9 "a
Packet Last Updated: January 2016 This is an information packet regarding Hardcover. Every effort has been made to
ensure 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.
Page 17
Permit Application: Self-Checklist for Completeness
Please note, the applicant must initial in the boxes below to acknowledge the minimum required
information is included with the submittal. If not, the application will NOT be accepted. Call
952.249.4620 to schedule a meeting with staff if you have questions on application submittal
requirements.
MCompleted Application
IIIPlan Review Fee Paid
IISigned Escrow Agreement & Escrow Payment
Building Plans (to scale) x2
Certificate of Survey (to scale) showing the proposed project &
meeting requirements uirements x2
q
Hardcover Calculations (if applicable)
Septic (if applicable) A compliance inspection may be required.
I am aware that Orono will not issue a building permit without a
IN copy of MCWD permits (or documentation from the MCWD stating
the proposed project does not trigger their permitting
requirements). I will contact the MCWD at 952-471-0590
regarding this project.
Signed ----
by:Address: I5747, 5 u-rvi c ca -o LetyLe,,
Permit #: c r& '-CYO S'9 ,
Packet Last Updated: January 2016
Page 2
•
DATA PRIVACY ADVISORY
In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we
would like to inform you that your request for a permit or license from the City of Orono or any of its departments
may require you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary
to process the permit or license.
4. If your requested permit or license requires Council action to approve, some information may
become public.
5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private
data on yourself.
6. Your full name is required to process this application or permit.
7>e 44e-giv
FirstMiddle Last
LSCe C ;w•t.v a L44 "4
Address
t 0 (J✓%. 53'3G 4 (2 -44 (- (S ,
City State Zip Phone
I understand my rights as stated above.
Signature
Packet Last Updated: January 2016
Page 7
City of Orono
�oNo Hardcover Calculation Worksheet
Property Address: (SioS ; r v (c,AA
`44-FSHo Prepared by: L0.7 S- v` s P / Date:
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVER
In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey
(survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all
proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover
status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and
calculate hardcover square footage separately for each portion.
Key to Hardcover Item (Describe) Length x Width Total
Survey (Square Feet)
(Example) (Garagel (24'x 30') (720 S.F.)
A D►2lV iJ -V z,5-lo1 S.F.
B i3ttiL-A/AJ6 S.F.a.7
C po(zG-!- Z q 7 S.F.
D FI2 J7 &?VEZS S`1. S.F.
E Cin ci 3 3 S.F.
F 5(PL ' ✓ 1 &/9Tro Y2- S.F.
G /_r) e72 Pt/0 So / S.F.
H VPPr u r`- 1 UE--/2 !'°?7 iO 3 S 3 S.F.
7cc,S S.F.
'r'A 6 vo6 S.F.
/x Jr`v j, 020 S.F.
L ki7/ 90 S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
✓ S.F.
W S.F.
X S.F.
Y S.F.
Z _ S.F.
(1) Total Proposed Hardcover l I, 3 _ S.F.
Excludable Hardcover(See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2) Total Excludable Hardcover S.F.
(3) Net Proposed Hardcover [Subtract line(2)from line(1)] I I, 3�c1 S.F.
(4) Total Lot Area _ S.F.
Proposed Hardcover Percentage [(3):(4)] a - %
Packet Last Updated: January 2016 This is an information packet regarding Hardcover. Every effort has been made to
ensure 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.
Page 17
City of Orono
Hardcover Calculation Worksheet
� :4 Property Address �� �r�/� e �� +�r^.,��
`1&FSHD Prepared by: , , Date:
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1: EXISTING HARDCOVER
In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of
Survey(survey must accompany this form). Use as many lines as necessary to accurately depict existing
hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75'
setback line and calculate hardcover square footage separately for each portion.
Key to Hardcover Item (Describe) Length x Width Total
Survey (Square Feet)
(Example (Garage) (24'x 30') (720 S.F.)
A \e W� 21 S-0'1 S.F.
B aL.t.( 9q 7 S.F.
C pD12CN 2'.( 7 S.F.
D Fr or vev5 s c. S.F.
E Cck\c rt4' s---F-ees /33 S.F.
F S ? Vsvf Ana £fz- S.F.
G L. vievt-�va✓ o SU / S.F.
iP$v ) 3'63 S.F.
AT CAVE- 76S- S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
✓ S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1) Total Existing Hardcover 9,z 2 2 S.F.
Excludable Hardcover(See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2) Total Excludable Hardcover _ S.F.
(3) Net Existing Hardcover [Subtract line(2)from line(1)] S.F.
(4) Total Lot Area $a,SoC. S.F.
Existing Hardcover Percentage [(3)_(4)] i -i ,c/ %
(Proposed Hardcover next page)
Packet Last Updated: January 2016 This is an information packet regarding Hardcover. Every effort has been made to
ensure 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.
Page 16
New Construction Energy Code Compliance Certificate
Per N1101.8 Building Certificate.A building certificate shall be posted in a permanently visible location inside'1®ate Certificate Posted
building. The certificate shall be completed by the builder and shall list information and values of components RIDS
listed in Table N1101.8. 8/5/16
Mailing Address of the Dwelling or Dwelling Unit Minnetrista,MN
Becker Residence Detached Garage ARCHITECTS
Name of Residential Contractor MN License Number
THERMAL ENVELOPE RADON SYSTEM
Type:Check All That Apply Passive(No Fan)
,,-
o N
R tIN 0 COPYo
T Active(With fan and manometer or
> other system monitoring device)
— ° ao ::
Td ' T
O vi y 2 2 G 'R O G. X y
Insulation Location rx .9 o O w --
c N o 20 2 a o '' ti v
l-- 5 z is. h. w w cG e4 Other Please Describe Here
Below Entire Slab X
Foundation Wall R-15 X Exterior
Perimeter of Slab on Grade X
Rim Joist(Foundation) X
Rim Joist(l"Floor+) R-21 X Interior J
Wall R-21 X
Ceiling,flat R-50 X
Ceiling,vaulted R-38 X
Bay Windows or cantilevered areas
Bonus room over garage R-38 X
Describe other insulated areas
Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(excludes skylights and one door )U: 0.32 X Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.29 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code
Fuel Type Natural Gas Natural Gas Electric Passive
Manufacturer DAI KI N DAI KI N Powered
Interlocked with exhaust device.
Model DC96HS060 DX13018 Describe:
Input in Capacity in Output in Other,describe:
Rating or Size BTUS: 60,000 Gallons: Tons: 18,000
Heat Loss: Heat Gain: Location of duct or system:
Structure's Calculated 38,785 4041100. 11,552
90% SEER: 13
96D/0 Calculated
Efficiency cooling load: Cfm's
"round duct OR
Mechanical Ventilation System "metal duct
Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type
source heat pump with gas back-up furnace): Not required per mech.code
Select Type Passive
X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 35 High: 70 X Other,describe: Direct vent
Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system:
Continuous exhausting fan(s)rated capacity in cfms: - -
Location of fan(s),describe: Cfm's
Capacity continuous ventilation rate in cfms: "round duct OR
Total ventilation(intermittent+continuous)rate in cfms: "metal duct
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BCDL 10.0 Code MNSRC/TPI2002 Matrix-SH Wind(LL) 0.08 9 >999 240 Weight:97 Ib FT=0%
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except
T3:2x4 DF 1800F 1.8E endverticals.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF Stud`Except` MiTek recommends that Stabilizers and required cross bracing
W8:2x4 SPF No.2 be instalied during truss erection,in accordance with Stabilizer
Installation uide.
REACTIONS. (ib/size) 8=944/0-3-e (min.0-1-8),12=1161/0-5-8 (min.0-1-13)
Max Horz 12=262(LC 6)
MaxUpliftB=-31(LC7),�2=-�o2(�c�) � Mwby c.�iy thw �h}` p�°", sp�
FORCES. (Ib)-Maximum Compression/Maximum Tension
Ncoiion, a ropor► wo� pnpoad by
TOP CHORD 1-2=0/86,2-3=-124/45,3-4=-984/69,4-5=-1720/6,5-6=-2404I85,6-13=-2585/141,7-13=-2795/112,7-8=-988/69, m� or under my d"xect eaperdsan
2-12=-399/125 Regiuend 1ro
BOTCHORD 11-12=-135/821,10-11=-129/1331,9-10=-195/2573,8-9=-55/196 cnd fho� � a
WEBS 3-11=-18/88,4-11=-940/100,4-10=-56/735,5-10=-1234/94,5-9=-142/137,7-9=-172/1985,3-12=-1056/36, f�ss�or,pl E undar ths lows of
6-9=-211/3594 �� Sb1e � �/�
L
NOTES-
1)Wind:ASCE 7-05;9omph;TCDL=6.OpsF;BCDL=6.Opsf;h=19ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; RH I l R06BINS
cantllever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33
2)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 OATf•
3}Unbalanced snow loads have been considered for this design. Ra-�ytrotion no• 2 3��'��^
4)This truss has been designed for greater of min roof live Ioad of 16.0 psf or 1.00 times Flat roof load of 35.0 psf on overhangs �---�
non-concurrentwithotherliveloads. �'�����+� ~
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)Bearing al joint(s)S considers paraliei to grain value using ANSI/TPI 1 angle lo grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 Ib uplift at joint 8 and 102 Ib upiift at
joint 12.
LOAD CASE(S) Standard
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W
❑OORREC'T YMOi�C,G1LL FOR i�INSPECTION TdAPORAiiV
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❑INSPECTION REQUIRED.CALL TO AFiRANtiE ACCES3.
csN tau�.next tnspection 24 nours in ed�►�os. (952) 249-4600
on si�
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PERMR NO. O 'DD � COMPLETED
auonEss �-�S ��r-�r�-���� Lu-�
OMINER TELEPHONE N0.7 - ��0
CONTRA�R � /��
� DESCRIPTION � �
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Q ❑ POURED WALL ❑ PLUMBI ❑ EXCAWGRADING/FILLIN(i
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TAEE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q�FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL
_
r ❑ DEMO-SITE ❑ SEPTIC INSTALL
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V BEFORE CdVERINO PEqMANBdT
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALI INSPECTOR ❑pTATION ISSl1ED
❑INSPECTION REQUIRED.CALL TO ARRAN(iE ACCESS.
CaN Ior u�e nent tnspectlon 24 hours�n ad�ranoe. (952) 249-4600
on site:
�nspector � �wv �
yy�(�pp�Ma�C�o�s FlN Can�ry Cop�fBN�Nolia
The Gregory Group, Inc.
Survey For: d.ba,
LOT SURVEYS COMPANY
Established in 1962
TIM BECKER LAND SURVEYORS
REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA
7601 731d Avenue North (7 )3' 560-300
;
Ninneapohs, lv$inesota 55428 F,.L ( x No, 360-3522
Property located in Sect iont5o, urunfiI
7,'I'ownship 117, Range 23, XT r z Tr-rfi atr—,
Hennepin County, Minnesota
~952.
INVOICE NO. 82933
F.B.NO. Co -Cert
SCALE: V= Z_
0 Denotes Found Iron Monument
0 Denotes Iron Monument
[Z Denotes Wood Hub Set for
excavation only
Denotes Existing Contours
Denotes Proposed Contours
Denotes Stone Retaining Wall
x000,0 Denotes Existing Elevation
(0:0::01 :0) Denotes Proposed Elevation
Denotes surface Drainage
950 —
Basis for Sonimly servW& __4 0,9 03,9,
bearings is 1040tion AVM 1 4,91,
a V0110016 map i� qj•
assumed m9n
"o—r7m r- 6.04
Property Address: 4199 North Shore Drive West 1�v - 935.94 rr
Orono, Minnesota — 'As-BOt I!Uevation i
Benchmark: Threshold of existing home ol qAe Top of Block _553. 1
z
from previous survey Garage Floor �)52,8
8 89"30'51" E &./5
Elevation = 949.1 feet 1 a.0 1
Power
Lowest Floor 943.0
X
0
Topographical information from field measurements
Stormwater Quality Overlay District is "Tier V
V rop spi*9
Uj
13 in
949 7
r
/<
C
N,
00 1 M,24
V*
V50
0
z O�'
95, (0
5 71'
N, 1%NN_ it 'N
1"N, NN I Paver o?
A5 5uilt Hardcover
Lot area 52,506 sq
X 1201tred
rbp;r�k* Oriveway 2,569 sq t
t door
0 7,4 937, sill ; 43uildlng 3,997 sq ft
\N, Porch 247sq ft
-ontP 545 3q ff-
.9 41.1 Na. /9,
\0 Fr aveng
Concrete Steps 1,33 sq ft
Side Paver Patio 62 sq ft
door sffl -door 61/1
b 9",2
Lower Paver Patio DC7/ sq &
Upper Paver Patio 363 sq &
.0
\ Patio at Lake ft
9,222 26 ft—
Total
Percentage 17,56%
0
9,3
N�
Proposed Hardcover
V 5,94
A // (, . i 1,//' Garage = 1000 sq.ft
"y
Driveway = 1087 sq.ft
y cr�� I
'N
-953
_K 4", Walks = 90 sq,ft
4 Y. -9 Total Proposed = 2177 sq.ft
1 57 , I
lilt,
Area of As -Built Hardcover = 9222 sqft
Total Hardcover g 11399 sq.ft
9294 OHW 17
1\ c,
contour N,
0 It Area of Parcel to OHW = 52520 sq.ft
4, Percentage of Hardcover 217%
$5/
r City of Orono
"P 0
\N 0 X 4 L) Planning & Zoning Plan Review
, 4eX V
A
\0t
0 Site Plan Review D a. (L29 - IA
te:
Burldrng 3, 39� sq
0
Proposed Hardcover A,
0 00 0 11
;vv
Lot area to OHVv' = \\ \\ \\ \ \ / APPROVED
52,520 ft:t \\\\ '010 PP
ROVED
0 0 APPROVED WIT4 FEVISIONS (see notes)
Patio
204 sq fttof /1// 11 DENIED
Porch
23 / sq ft�t 0
Staff:
76 _qq ftp 0
U111
cv
(;arage
Orive 2,399 5.q ft:t
0v 0 0 7'
0 0 V �,I Cq
-WA I J\ () 4
Total 6, 4907 64 ft± NIX
Percentage 13, 15',70 0 Not i0 'N
I
\\\ \\ \ \ . 1$ \ I\ \, I\ IU) 'N
0
0
Lots 4 and 5, ORCHARD BEACH
'N
and� xo�
Lot 29, Highwood Lake Minnetonka dd�
Hennepin County, Nfinnesota
NN
CP OF ORONO
SITE PLAN a GRADING PLAN
aAPPROVED
PPROVED WITH REVISIONS
0 DISAPPROVED
B
DATE A45e,# 1(0
No, 4195'
7V
0
\ \t fin
The only easements shown are from plats of record or information
N
provided by client.
JUL 292ol-
I certify that this plan, specification, or report was prepared by me or
under my direct supervision and that I am a duly Licensed land
CITY OI:_
0aOjVO
Surveyor under the laws of the State of Minnesota.
Surveyed this 12th day of August 2014.
Rev 3-2 1 -1 G staked garaea Drown By
. .. .... .... g.
3-24-1 G crit fence walks hardcQvar
7-2G- 16 New GaraePlan File Name
ob-4-15MV84921 garage,dwq
Signed
A�
Minn. Reg. No. 24992
I= d�=
5.0
201 (9 - 00
4ccuiotv