HomeMy WebLinkAbout2015-00607 - new structure , � CITY OF ORONO * Z 0 1 5 - 0 0 6 0 7 *
� 2750 KELLEY PARKWAY DATE ISSUED: 07/14/2015
ORONO, MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 2735 DEER RUN TR E
PIIY : 04-117-23-13-0013
LEGAL DESC : N/A
: LOT 006 BLOCK 001
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RES[DENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED
VALUATION : $ 737,356.00
NOTE: SEPARATE PERMITS REQUiRED:PLUMB[NG, MECHANICAL,SEPT[C,FIREPLACE,FIRE,LAWN IRRIGATION, WELL(STATE).
ELECTRICAL(STATE)
NOTE: PRIOR TO THE START OF FRAM[NG AN AS-BUILT FO�,ATION SURVEY MUST BE SUBMITTED AND APPROVED BY THE
CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: ),S
NOTE: PRIOR"I'O ISSUANCE OF A CERTIFIC,ATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND
APPROVED BY STAFE INITIAL: ���
NOTE: IN THE EVENT OF WMTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE
COI�IYLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BU[LT SURyF{Y)_A TEMPORARY CERTIFICATE OF OCCUPANCY
(TCO)MAY BE NECESSARY. A TCO REQUIRES A$10,000 ESCROW. IN[TIAL: �-�
APPLICANT PERMIT FEE SCHEDULE 4,879.09
NIH HOMES PLAN REVIEW 812.18
6840 213TH AVENUE STATE SURCHARGE(VALUATION) 368.68
ELK RIVER, MN 55330- TOTAL 6,059.95
(763)753-1750 Payment(s)
Minnesota State License#: BUIL-BC419931 CHECK 25286 6,059.95
OWNER
NIH HOMES
6840 213TH AVE
ELK RIVER,MN 55330-
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
no[grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permi[will
expire and become null and void if construction authorized is not
commenced within l80 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 appiicant is responsible for assuring all required inspections are
reques[ed onformance with the State Building Code.This permit may be
revoked a an�time for due ca se.
��-' � n-1�-�-1 -
�.. � , �
Applicant Permitee Signature Date [ss Signature te
� ' i .
CITY OF ORONO t�
��..s�, 9.5
BUILDING PERMIT APPLICATION
FOR NEW STRUCTURES OR ADDITIONS
O Mailing Address: Permit number: aOIJ�-D�D D
PO Box 66
� O ,
Crystal Bay, MN 55323-0066 � i IC J__ ..Q Date received: ���-S -�J
� K-�a Tu�rt.auc.
Street Address:' Q �y Received by: ��
Z� � 2750 Kelley Parkway U ��'' D Plan reviewfee: � S ,
t `' Orono, MN 55356
�kfsHo�E Total Fee: ��� s OU�p�
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us o?O/,5-DO�oU�'-
This application form must be completed in full and all required information must be submitted. .
Incomplete applications will be retur�ted. �lease print) ���� r���--�Q� r/
GENERAL INFORMATION: � �,U"- '� � 1 CSCYOIN �0'�✓ _v
Job Site Address: 2735 Deer Run Trail li '� \
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes 0■ 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:
Na�'pg: NIH Homes
State License# BC419931 Expiration Date: 20��
Phone: (cell)6,2-zz,-,853 (office)
Mailing Address: ssao2�scna�e CIt�/. ElkRiver ZIP: ss3so
Contact Person: coic Applicant is: Contractor / Homeowner (CircleOne)
EfT181� af1C��01' FaX: colt@nihhomes.com
PROPERTY OWNER INFORMATION:
Na�pg: NIH Homes
Phone(day):
Address: City: ZIP:
Email and/or Fax
ARCHITECT/ ENGINEER INFORMATION:
Name:
Phone(day):
Address: City: ZIP:
Email and/or Fax:
PROJECT INFORMATION: Description of pro'ect: NEwHome
1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal 8�
Water Supply
❑✓ New Construction ❑� Single Family with ❑✓ Residence
❑Addition attached garage ❑ Garage/Accessory Bldg. ❑Public Sewer
❑Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage ❑ Office/Commercial ❑Private Sewer
❑ Other:(specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage �Public Water
**Any earth movement may also require ❑ Commercial ❑ Other(specify)
MCWD review&permits. ❑ Industrial ❑ 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.or
Estimated Construction Valuation (excluding land) $—�-`' �� � �''��'� 6�c ���"
i
. , � ,
STRUCTURE INFORMATION:
1. Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction
a. Length(ft.)= �'� Number of bedrooms= 5 �■ Wood/Frame
b.Width(ft.)= �� Number of garage stalls: ■❑ Masonry
Areas in spuare feet Attached = 4 ❑ Metal
❑ Pole Bldg.
c. Basement= 1550 Detached=
❑ ICF
d. 151 Story = 1685 ❑ On-site Prefab
e. 2"d Story= 2251
❑ Off-site Prefab
f. 'h Story = 672
❑ Other(please specify):
g.Total Area= 6158
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
� ❑ Permit A lication
� ❑ Pro osed Buildin Plans
� ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form
� ❑ Surve meetin all re uirements
� ❑ Stormwater Pollution Prevention Plan
❑ � Hardcover Calculation s
� ❑ Se tic S stem Site Evaluation Re ort
❑ � Access Permit
❑ � Wetland Buffer Im rovement Plan
❑ � En ineered Plans for Retainin Walls 4 feet or above
❑ ❑ Minnehaha Creek Watershed District Permit s
� ❑ Plan Review Fee
I� ❑ Application Escrow&Agreement
❑ ❑ Other:
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.
ApplicanYs Signature: Date: _
Owner's Signature: ^ � Date: )� � S �
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.
.�� Completed Application
C'� Plan Review Fee Paid
C �
Signed Escrow Agreement & Escrow Payment
C� Building Plans (to scale) x2
Certificate of Survey (to scale) showing the proposed project &
C� meeting all requirements x2
Hardcover Calculations (if applicable)
I am aware that Orono will not issue a building permit without a
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
rega � g t i project.
Signed by: �,
Address: 7�; j���o �..:��.✓ —�„�,�,�
Permit #:
Packet Last Updated: January 2015
Page 2
� , ,PLi4N I�EVIEW CHECKLIST FOR NEW STRUCTtJRES / �4DDITIOIVS
Address: �� I�(,4� 6 �.J � Permit No.: �oi�,J' ��Q7
Description of work: � �t ���! � Date Rec'd: ��E� ��✓
5 LcF�It,�O Septic review by: � Date Approved: � � l
Zoning review by: Date Approved: ' I 4° ' �
Building review by: .�+~ Date Approved: � �� �
Grading review by: r} . Date Approved �``� { f�:�� ���T
Zoning District:��_ Zoning File#: Reso#: Reso Date:
Zoning: Lot Area: SF/AC Width: Lot Coverage: SF %
$y Survey Submittecl: �'es � No Date of Survey: �" � ���,�Revised date(?):
�
Proposed Setbacks:
Front( Rear(S et � � N Side ) ( � Side �� Other�uildings Wetland
� . ;, ,�V, . ;'� -
Defined Height: Peak Height: � - FFE: �' ` FFE minus 6 feet= �` (Existing Contour
�°'
` � Perimeter(linear feet) = 50% __ " � L.F. below grade #of�tories .
i{-
',1} Ft?R A BUILDING WITH i4 BRSEMENT OR CRAIML SPACE: EOR A@UILDING ON A SLAB FOUNDATION:
" The distance between the lowest proposed The distance between the top of
��,�; '' � � START WITH floor(of the basement or crawl space)and START W ITH slab and the highest point of the
` the highest point of the roof. roof.
If you have a... If you have a...
• GABLE OR HIPPED ROOF
• GABLE OR HIPPED ROOF(no (no windows): Subtract half
_-� windows): Subtract half the distance the distance between the
between the highest point of the roof highest point of the roof to
to the low point of the corresponding
�e SUBTRACTION gable or hipped roof the low point of the
corresponding gable or
(BASED ON . GABLE OR HIPPED ROOF(with SUBTRACTION hipped roof
ROOF TYPE) windows): Subtract half the distance (BASED ON • GABLE OR HIPPED ROOF
f. between the top of the highest ROOF TYPE) (with windows): Subtract ,
window and the highest point of the half the distance between
roof the top of the highest
• ALL OTHER ROOF TYPES(flat, window and the highest
point of the roof
^ mansard,etc):No subtraction. . ALL OTHER ROOF TYPES
� , SUBTRACTION Subtract the distance between the (flat,mansard,etcj:No
'c - �; , BASED ON basemenUcrawl s ace floor and the
� P subtraction.
+�`" a EXISTING highest existing grade adjacent to the ADDITION Add the distance between the top
GRADES) foundation OR 10 feet(whichever is less). (BASED ON of slab and the highest existing
EQUALS Defined building height EXISTING grade adjacent to the foundation.
s,l l ' GRADES
�; '� �, � ECIUALS Defined building height
w�:
��A�`�
a� Shoreland Qistrict MGWD Permi4 a�erage Lakeshore Setback Bluff
Met?
0 Yes ,�o Permit Number: '� _�,� ❑ Yes � No �1/A � Yes No
°` 0 N/A-see attached Setback:
" Stormwater Quality Existing Hardcover �'roposed
Overlay District (%and s� Hardcover Variance Required CUP Required
Tier circle one %and s
0 Yes 8 No 0 Yes Q No
: 1 2 3 4 5 _ __ _ _ TYPe(S)� TYPe(S)�
Updated: January 2015
z:\forms\plan review checklist 2015.docx
4 I
REMARKS (in-house):
Fees to be Char ed YES NO
Perm it
Plan Review
State Surcl�arge
Investigation Fee rf
SAC-IVumber of SAC Units �°
Other(specify) �-
Square Foota e $ er S uare Foota e
Basement Z�c(,� X /� _ $ � � �
151 Floor J � J X ��.-� _ $ � � ,�
2�d F�oo� z.3 z x `�,� _ $ �3G- `��I . �
Garage ��1 V X ��� ._ - - $ 3�✓ CQ.7�< �
' fl � � • 7 . � '_ j � �-�� •l
Estimated Construction Value: $ ': �J ��,y��
Orono Inspections Required Work Requiring Sepai�at�'errt�its I�equired State Permits
0 Site Plumbing 0 Grading/ Filling Well
Silt Fence/ Erosion Control Mechanical �Fire Electrical
� Hardcover Removal �Septic � Water Connection
�Footing � Fireplace � Sewer Connection
Poured Wall � Masonry Lawn Irrigation
�Foundation Survey �Mfg. �Landscaping
�Foundation Waterproofing � Other(specify)
Radon Rock Bed
Framing
Insulation
As-�uilt Survey
Final
' �Other (specify) �'�"�i�
REMARKS (in-house):
Other Review: Reviewed by: �ate Approded:
Access: Existing: � YES � NO New: 0 YES ❑ NO
OFFICIAL REMA�KS -TO BE NOTED OIV PERMIT�4ND It�ITIALLED
Updated: January 2015
z:\forms\plan review checklist 2015.docx
� � � �
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C ITY OF ORONO
�1 � Street Address: Mailing Address: Telephone(952)249-4600
y�, G1 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616
1,9 t�, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us
kFsxo�
June 11, 2015
NIH Homes
Attn: Coit
6840 213th Ave
Elk River, MN 55330
Re: Building Permit Application#2015-00607
2735 Deer Run Trail E
On May 15, 2015 the City received a building permit application for a new single family house. Staff conducted a
preliminary review based on the information provided and recommends the following items be submitted or revised
in order for your application to be considered complete and for the plan review to continue:
1. Certificate of Survey. The City Engineer has reviewed the survey and made the following comments. Please
provide two copies of an updated, full size certificate of survey which meets all of the City's survey standards
(enclosed)addressing the comments below.
a. The proposed driveway width at the road is 26 feet. The maximum allowed driveway width is 20
feet. Please adjust to the 20 feet.
b. The proposed well location is not shown on the survey.
c. Verify the delineated edge of the wetland is in accordance with approved wetland delineation.
Please annotate the company who performed the delineation and approval date.
d. The top of foundation elevation is referenced on the survey. Please indicate on the foundation
where this measurement is corresponding to.
2. Building Height. During my review of the building height, it appears the house measures 38.05 feet where 30
feet is permitted. Even if we adjust our calculation to ignore the highest window;the height measurement is
33.00 feet. Please modify the plans to meet the City's building height requirement. Attached is our
information sheet on Building Height.
According to Definitions City Code 78-1. euildinp heiqht means the vertical distance between the highest
adjoining ground level at the building or ten feet above the lowest ground level, whichever is lower, and the
top of the cornice of a flat roof, or the deck line of a mansard roof,or the uppermost point on a round or other
arch-type roof, or the median height of the highest gable of a pitched or hipped roof. Topographic changes
which elevate the adjoining ground level above the existing terrain shall not be considered in determining
building height. For a pitched or hipped roof situation, regardless whether the highest living space in a building
is a half-story or full story, if the highest living space contains windows (excluding skylights) the upper
measuring point for defining building height shall be the median height of the top of the highest window and
the highest peak of the roof.
3. Escrow & Escrow Agreement. Permits involving grading and/or review by the City's engineer require
submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement
to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will
guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. The required
escrow amount for this project is $2,500. A signed escrow agreement was submitted. We acknowledge
receipt of$2,500 from NIH Homes for the escrow, but be aware per the Cit�s Policy the escrow money will
be refunded to the property owner of record at the time of release.
� � � �
June 11,2015
2735 Deer Run Trail E
Page 2 of 2
4. Separate City Permits Required for:
a. Zoning Permit. Prior to the commencement of a� exterior/landscaping improvements, i.e. patios,
grading,sidewalks, retaining walls, etc., not currentiv shown on the survev requires a Zoning Permit.
b. Septic.
Your project may trigger the Minnehaha Creek Watershed District's (MCWD) permitting requirements; please contact
the MCWD directly at 952-471-0590 regarding your project. Please note, the City of Orono will not issue a building
permit without a copy of MCWD permits or documentation from the MCWD stating the proposed project does not
trigger any of their permitting requirements. The above information is required in order for the plan review to
continue. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any
questions on the above requirements.
Sincerely,
CITY OF ORONO
„�-1 1'"`-i���`�,1�C/►
Christine Mattson
Planning Assistant
c Colt via email
Roger Peitso, Building Official
enclosures
�
New Construction Energy Code Compliance Certificate
Date Certificate Posted
Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution panel.
Mailing Address of the Dwelling or Dwelling Unit City I �
2735 Deer Run Trail Orono � �;.�T I H
Name of Residential Contractor MN License Number `t������"� ��`
���r �����d �� BC419931 � ;_ , ,,. ,, .
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check All That Apply X Passive(No Fan)
o �, or other system monitoring
� �
� �
F �, N Location(or future location)of Fan:
� T
� (� — 'O O
� � �, _ � a m
o 'a o V � o .o m
� Q m om0 � V y -�o c
(n C � ` T
� C � N N � �. L.L X O
Insutation Location � ° Z �0 �° U O � w N
m o � �' E E
� � �
� N Cp SI 2] � 0 C �1 �
� � z i� i� � � � � � Other Please Describe Here
Below Entire Slab x
Foundation Wall 10 X X R-10 rigid exterior
Perimeter of Slab on Grade x
Rim Joist(1st Floor) 21 X
Rim Joist(2nd Floor+) 2� x
Wall z1 x
Ceiling,flat 49 x
Ceiling,vaulted a9 x
Bay Windows or cantilevered areas 38 X
Floors over unconditioned area 50 X
Describe other insulated areas
Building envelope air tightness: Duct system air tightness:
Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(excludes skylights and one door)U: 0.31 X Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.32 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Cooling System
Heater Not required per mech.code
Fuel Type Gas Gas Electric X Pass�ve
Manufacturer Carrier CBffl@f Powered
Interlocked with exhaust device.
Model Describe:
Input in 130,000 Capacity in Output in 6 Other,desCfibe:
Rating or Size BTUS: Gallons: 75 Tons:
AFUE or g5 SEER 13 Location of duct or system:
Efficiency HSPF% /EER Mechanical room
Heating Loss Heating Gain Cooling Load
Residential Load Calculati
Cfm's
"round duct OR
MECHANICAL VENTILATION SYSTEM "meta�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 X Passive
X Heat Recover Ventilator(HRV) Capacity in cfrns: Low: 110 High: 150 Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system:
Balanced Ventilation capacity in cfms: M@Ch8f11C81 fOOfll
Location of fan(s),describe: 60 Cfm's
Capacity continuous ventilation rate in cfms: X "round duct OR
Total ventilation(intermittent+continuous)rate in cfms: "metal duct
Created by BAM version 101014
2015 Standardized Conc�ete Foundation Drawin�s
SCOPE OF WORK:
These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential
cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and
methods of construction for shoring, water-proofing, insulation,flashing, control and construction joints,
and all other non-structural requirements are to be by others in accordance with the Code and standard
industry practice. These drawings are valid until the end of 2015.
The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients.
These drawings are to be provided to the building inspection department as part of the permit package.
INDEX:
S1 -Scope, Index, and Certification
S2-General Notes
S3-Step Footing Detail
S4-Frost Wall Detail
S5- Lookout Wall Detail
S6- Full Height Wall Detail
MATERIALS:
Reinforcing Steel:Grade 40 (40 ksi)for#4 and smaller bars
Grade 60 (60 ksi)for#5 bars and larger
Rebar Substitution Notes:
1. Two#4's bundled may be used to substitute(1)#6 and vice versa provided they are of the same grade steel.
2. For vertical bars on S6, #5's may be used in lieu of#6's at two-thirds of the noted spacing.
Conc�ete: Mix design is to be prepared by the concrete supplier to meet the projecYs requirements
Minimum 28 day compressive strength of 3000 psi for walls
Minimum 28 day compressive strength of 5000 psi for footings
Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor
resistance equivalent to 5000 psi
Backfill Soil: Sand-30 psf/ft effective lateral pressure
Sandy Clay(SC)-45 psf/ft effective lateral pressure
Clay-60 psf/ft effective lateral pressure
1 hereby certify that this plan,specification,or
SITE ADDRESS: report was prepared by me or under my direct
supervision and that I am a duly licensed
2735 Deer Run Trail professional engineer under the laws of the state
Stt'6et: of Minnesota.
City: Orono G-��-
�-�
State: MN Zip: 55356 Craig Oswell,PE(MN#42341)
1/24/2015
Oswell Engineering and Consulting,L.L.C. 1801 E Hennepin Ave,#201
Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413
Description: Scope of Work, Index,and Certification Phone:612-720-4639
Project# 14.100 Fax: 612-886-2966 �
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com
Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S1 of S6 ' '.. . •�
GENERAL NOTES:
1. Wall thicknesses noted are nominal unless specifically stated otherwise.
2. Maximum wall to footing centerline offset is 2". A minimum of 2"of footing is to extend on each side of the wall.
3. Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60.
4. Bend horizontal bars or provide matching hooks around all wall corners and intersections.
5. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cover is provided.
6. Allowable bar placement tolerance is 112". Tying is not required if tolerances are met and maintained.
7. Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded
into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels
may be bent down for safety and covering then bent back before wall placement.
8. Sill plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and
intersections. Walls less than 24"in length require only one anchor. Sill plates are not to overhang face of wall
without further review.
9. Anchor bolts 1l2"or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1.
10. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed.
11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings.
12. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code adequate swale.
13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of
adequate shoring is required when the final floor and slab systems are not in place and fully anchored.
14. Maximum inside window well dimension is 72". Well walls are to be at least 8"thick placed monolithically with
house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and
one additional anchor bolt each side of opening. Opening header by others.
COLD WEATHER GUIDELINES:
The following information is general guidelines for the placement of concrete in cold weather conditions. It is the
contractor's responsibility to ensure proper means and methods are followed and that the final in place product is
adequate.
1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions
expected. Use of extra cement,early-strength concrete,and accelerators are recommended at temperatures
below 20 degrees F.
2. Concrete is to be delivered to the site in a timely manner.
3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised.
4. Do not add additional water. Using water-reducing admixtures is recommended when required.
5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground ,snow,or ice.
6. Preheating of rebar is not required, however it is to be free of frost,snow,and ice.
7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures
below 10 degrees F and for the whole wall when below zero degrees F.
Oswell Englneering and Consulting, L.L.C. 1901 E Hennepin Ave,l�201 .,• �' � •r :;
Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 °�!
Description: General Notes Phone: 612-720-4638
Project# 14.100 Fax:612$8&2966 '
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com
Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S2 of S6 ' -.. „�-��
1/24/2015
Adjacent steps are to be
placed no closer to either side
of the beam section than twice
6'-0" maximum ste the height of the largest step
(beam section) Optional control joint each end
of beam section by others
(2)bundled#4 horizontal bars
� �top&bottom wl 3"min
, clearance extended at least
� Maximum a lied I 24"minimum beyond each end
� pp � � of beam section(bar length=
�actual load=4000 plf� � step height+4')
, uniform or 12,000 � �
� pound concentrated � `"' ` ----- 6"minimum thick cast-in-place
; � concrete foundation wall
�
� HIGH FOOTING
I
�------
i
i
i
i
i
i
�� High footing should be placed
� at 1-to-1 (45 degree)line, if
LOW FOOTING ��/ high footing is closer to step
i than this line, place beam
section rebar as if it was at
this line as shown
FOOTING STEP DETAIL
Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 `
Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �,
Description: Step Footing Detail (NOT TO SCALE) Phone:612-720-4639
Project# 14.100 Fax:612-886-2966 �
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com �
Client Address: 15546 Cleveland Street, Elk River, MN 55330 Pa e S3 of S6
'I I24I2015
Wall framing by others
Sill plate by others w/112"
diameter anchor bolts wl 7"
minimum embed&standard
washers @ 72"o.c. max or
Optional slab ledge,maximum � equivalent metal strap anchors
stem height is 12"wl width to
match sill plate \ Grade to be at least 6" below top
�V�3 of wall
•
� (1)#4 continuous horizontal bar
` w/in 18"of top of wall
i
__ 6" minimum thick cast-in-place
concrete wall
��r- #4 x 2'-0" long dowels @ 72"o.c.
max wl 5" minimum embed
�...--�'"
�„_.
,__--- Unreinforced concrete strip
footing per Code by others,
provide frost protection per Code
as required
WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL
Note: Maximum unbalanced fill height is 36"for 8"thick wall &48"for 10"wall
Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 <,� `
Project Name: 2015 Standardized Concrete Foundation Drawings Mlnneapolis,MN 55413 �,
Description: Frost Wal�Detail(NOT TO SCALE) Phone:612-720-4639 -
Project# 14.100 Fax:612-886-2966 r
Client Name: Abfalter Brothers Concrete LLC www.oswelleC.Com
Client Address: 15546 Cleveland Street, Elk River,MN 55330 Page S4 of S6 '
1124/2015
Wall framing by others
Sill plate by others w/1l2"
diameter anchor bolts w/7"
minimum embed&standard
washers @ 72"o.c. max or
equivalent metal strap anchors
Grade to be at least 6"below top
of wall
��_
(1)#4 continuous horizontal bar
wlin 18"of top of wall
� 6" minimum thick cast-in-place
- concrete wall
N
i
�
#4 x 2'-0"long centered
dowels wl 5"minimum embed
wet set or epoxy grouted in Footing elevation may vary below
place slab,provide frost protection per
6"wall spacing: Code
32"o.c. max for sand&24" 8"thick x 18"wide minimum
o.c. max for SC&clay unreinforced concrete strip
8"+wall sDaCini�' footing(16"wide minimum for
48"o.c. max for sand,42"o.c. maximum unbalanced grade of 2'-
max for SC,&36"o.c. max for 6"or less),larger footing width
clay may be required for specific soil
bearing conditions to be
determined per Code by others
LOOKOUT WALL DETAIL
Oswell Englneering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 � ��-�� -� -
Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �
.�
Description: Lookout Wall Detail(NOT TO SCALE) Phone:612-720-4639 `
Project# 14.100 Fax:612-88&2966 � '�
Client Name: Abfalter Brothers Concrete LLC www.oswelleC.Com
Client Address: 15546 Cleveland Street, Elk River,MN 55330 Page S5 of S6 . , .
1/24/2015
i .
�Wood floor&wall framing by others
Connection of floor members to sill plate
' "•" '' to be per Code by others
2x6 minimum sill plate wl 1/2"diameter
anchor bolts wl 7"minimum embed&2"
wide x 1/8"thick square or round
countersunk washers or alternative
� anchor(Anchor bolt clearance between
• edge of both wall and sill plate is to be
'r 2.5")(see table below for spacing)
� �
` \Grade to be at least 6"below top of wall
!
� Exterior top of wall may have a brick
ledge provided the stem wall formed is
� at least 6"thick&no more than 16"high
Continuous#4 horizontal bars,provide
r at least(2)@ 8'-0"clear,(3)@ 9'-0"
m
'c� clear,&(4)@ 10'-0"clear,At
= contractor's option: The lowest wall
� horizontal bar may be omitted if(2)#4
U continuous horizontal bars are placed in
�`'` - the footing
L'.
�
� Cast-in-place concrete foundation wall
w/#6 or equivalent vertical bars placed
, 1.5"from inside face,see table below for
spacing
_ #4 x 2'-0"long dowels @ 72"o.c.max wl
5"minimum embed
�
/ Unreinforced concrete strip footing per
Code by others,elevation below slab
may vary as required
BASEMENT WALL DETAIL
Clear Hei ht and Soil T e Table Notes:
Wall 8'or Lesa 8' 10' (1)= Unreinforced if concrete is 4000 psi or if
Thickness Sand SC Clay Sand SC Clay Sand SC Clay clear height is 4"less
Vertical Reba�S acin (2)= Unreinforced if concrete is 5000 psi or if
8" NA NA 36"(� NA 36"(2 36" 36"(1 36" 24" clear height is 4"less
10" NA NA NA NA NA 36"(1 NA 36"(1 36" Allowed alternate anchors are:
12" NA NA NA NA NA NA NA NA NA MAB/ST,MASA/FA3,FWAZ,or 1l2"
Sill Anchor S acin diameter expansion bolts wl 6"min embed
Bolts 72" 72" 48" 72" 48" 36" 60" 36" 24" (install in accordance with the
Alternate 48" 24" 18" 36" 18" 12" 24" 12" 8" manufacturer's recommendations)
Oswell E�gineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201
Project Name: 2015 Standardized Concrete Foundation Drawings Min�eapolis,MN 55413 ;,
Description: Full Height Wall Detail(NOT TO SCALE) Phone:612-720-4639
Project# 14.100 Fax:612-886-2966 '
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com
Client Address: 15546 Cleveland Street,Elk River, MN 55330 Page S6 of S6
1/24/2015
FOOTING LOCATION=
A. Foundation:
Is the house on a fill or cut site?
If fill-Foundation Wall Height(in feet)x Thickness(in inches)x 13= x x13=
Or if cut-Foundation Wall Height(in feet)x 25= x25=
B. Main Floor:
Is it precast?
If 8"thick plank-Plank span(in feet)x 34= x34=
Or if 12"thick plank-Plank span(in feet)x 42= x42=
Or if wood floor-Floor span (in feet)x 7= x7=
Is there concrete topping(for plank or in-floor heat)or thick tile?
If yes-Floor span (in feet)x Topping thickness(in inches)x 6= x x6=
Is it a house or garage?
If house-Floor span(in feet)x 20= x20=
Or if garage-Floor span(in feet)x 25= x25=
Is there brick or stone veneer on the walls?
If yes-Veneer height(in feet)x 40= x40=
What is the main floor wall height?
Wall height(in feet)x 10= x10=
C. Second Floor:
Is there concrete topping (for in-floor heat)or thick tile?
If yes-Floor span(in feet)x Topping thickness(in inches)x 6= x x6=
What is the floor span?
Floor span (in feet)x 27= x27=
What is the second floor wall height?
Wall height(in feet)x 10= x10=
D.Thi�d Floor:
Is there concrete topping (for in-floor heat)or thick tile?
If yes-Floor span(in feet)x Topping thickness(in inches)x 6= x x6=
What is the floor span?
Floor span(in feet)x 27= x27=
What is the third floor wall height?
Wall height(in feet)x 10= x10=
E. Roof:
Is there slate or other heavy roofing materials?
If yes-Roof span(in feet)x 10= x10=
Where is the house located?
If in northern MN-Roof span(in feet)x 30= x30=
Or if in southern MN-Roof span (in feet)x 25= x25=
Total Weight=
FOOTING WIOTH(in inches): Minimum is greater of 16"o�wall thickness+4"
What is the allowable soil bearing pressure?
If 1500 psf-required footing width(in inches)=Total WeighU125=
Or if 2000 psf-required footing width(in inches)=Total WeighU167=
USE
FOOTING THICKNESS(in inches):
Required footing thickness=[footing width-wall thickness(in inches)]x 0.5= � _ �x0.5=
(6"minimum,8"recommended)
USE
Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 � '
Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 �,
Description: Footing Size Worksheet Phone:612-720-4639
Project# 14.100 Fax:612-886-2966 '
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com
Client Address: 15546 Cleveland Street, Elk River, MN 55330 Optional Page S7
2015 Standardized Top of Foundation Wall Support Drawings
SCOPE OF WORK:
These drawings apply to the construction of top of full height cast-in-place concrete, insulated concrete
form, and masonry basement foundation walls for typical residential cases. These drawings are not to
scale and all conditions are to be verified by the contractor. Means and methods of construction for
shoring,water-proofing, insulation,flashing, and all other non-structural requirements are to be by others
in accordance with the Code and standard industry practice. These drawings are valid through December
31, 2015.
The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients.
These drawings are to be provided to the building inspection department as part of the permit package.
INDEX:
S1 -Scope, Index, and Certification
S2-General Notes
S3-Standard Bearing Wall Detail
S4-Standard Non-Bearing Wall Joist Blocking Detail
S5- Bottom Chord Bearing Truss Non-Bearing Wall Detail
S6-Top Chord Bearing Truss Non-Bearing Wall Detail
MATERIALS:
Concrete: Minimum 28 day compressive strength (F'c)of 3000 psi for walls
Minimum 28 day compressive strength (F'c)of 5000 psi for footings
Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor
resistance equivalent to 5000 psi
Masonry: Minimum 28 day prism strength (F'm)of 1500 psi
Backfill Soil: Sand-30 psf/ft effective lateral pressure
Sandy Clay-45 psf/ft effective lateral pressure
Clay-60 psflft effective lateral pressure
I hereby certify that this plan,specification,or
SITE ADDRESS' report was prepared by me or under my direct
supervision and that I am a duly licensed
2735 Deer Run Trail professional engineer under the laws of the state
Street: of Minnesota.
Cit Orono �-c�
Y� �,S L./
State: MN Zip: Craig Oswell,PE(MN#42341)
'I/24/2015
Oswell Englneering and Consulti�g, L.L.C. 1801 E Hennepin Ave,#201
Project Name: 2015 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413
Description: Scope of Work, Index,and Certification Phone:612-720-4638
;
Project# 14.100 Fax:612-88&2966
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com
Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S1 of S6
GENERAL NOTES:
1. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of
adequate shoring by others is required until the final floor and slab systems are in place.
2. Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code compliant
swale.
3. Sill plate sections require at least two anchors with one within 4"to 12" of each end and at all corners
and intersections. Walls less than 24" in length require only one anchor.
4• Use of multiple sill plates is not allowed unless specifically noted.
5. Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1,
exception 1.
6. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"
embed.
7. All premanufactured connectors and anchors are to be installed in accordance with their manufacturer's
recommendations.
8. This packet applies to full height walls less than ten feet in clear height supporting unbalanced fill only.
This packet does not apply to lookout and frost style walls. The details in this packet are not limited by
wall length or plan dimensions.
9. This packet applies to traditional floor joists, I joists,and trusses. All floor members are to bear at least
3.5" on the sill plate unless noted otherwise. Sill plates are not to overhang the face of the wall without
further review.
10. Sill plates may need to be larger than the minimum to meet Energy Code or other requirements. The
exact size of the sill plate is the responsibilty of the contractor.
11. Alternate anchors may be Simpson MAB, Simpson MASA, USP ST, USP FA3, Simpson FWAZ, or 1/2"
diameter expansion anchors with 6" minimum embedment,or an equivalent manufactured anchor.
TOP OF WALL ANCHOR SPACING TABLE
Alternative to MN Code Table R404.1(1)
CLEAR BACKFILL SOIL TYPE
HEIGHT(Top HEIGHT SAND SANDY CLAY CLAY
of Slab to Top ABOVE ANCHOR ALTERNATE ANCHOR ALTERNATE ANCHOR ALTERNATE
of Wall) gLqB BOLT ANCHOR* BOLT ANCHOR* BOLT ANCHOR*
7'-6" 72" 48" 72" 24" 48„ 16„
8'-0"or less 6'-6" 72�� 72" 72" 48„ 72'. 32,�
5'-6"or less 72" 72" 72" 72" 72.. 72„
8'-6" 72" 36" 48" 16" 32., 8„
9'-0" 7'-6" 72" 64" 72" 32" 56" 16"
6'-6"or less 72" 72" 72" 64" 72" 32"
9'-6" 64" 24" 40" 16" 24" 8"
10'-0" 8'-6" 72" 40" 56" 24" 40" 16"
7'-6"or less 72" 72" 72" 32" 64" 24"
*=see note 11 above for alternate anchor o tions
Oswell Enginee�ing and Consulting, L.L.C. 1901 E Hennepin Ave,#201 '• =*�`" -_ .
Project Name: 20'15 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 -�
Description: General Notes Phone:612-720-4639
Project# 14.100 Fax:612-88&2966 � '
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com
Client Address: 15546 Cleveland Street, Elk River, MN 55330 Page S2 of S6 ' :. . . �.
1/24/2015
Wood floor joist,I joist,or trusses&wall
framing by others
See table below for
connection of each floor 2x6 minimum sill plate w/1l2"diameter
member to sill plate anchor bolts w/7"minimum embed&2"
wide x 1l8"thick square or round
countersunk flush washers or
alternative anchor(see table on S2 for
�6"Min spacing)(Anchor bolt clearance
Foundation wall per Code b I between edge of both wall and sill plate
others(clear height is is to be 2.5")
measured from top of basement
slab to top of foundation wall)
TYPICAL TOP OF FOUNDATION WALL DETAIL
FLOOR MEMBER TO SILL PLATE CONNECTION TABLE
Alternate to MN Code Table R404.1(1)
CLEAR BACKFILL TYPE CONNECTION TYPE
HEIGHT FLOOR
(Top of Slab MEMBER SANDY CLASS
to Top of SPACING SAND C�Y CLAY (weakest to DESCRIPTION
Wall) strongest)
16" A(note 5) A(note 7) C (3)0.131"diameter x 3"long
8,ess r 19.2" A(note 6) B C A toe/top nails
24" A(note 7) C C B (3)0.148"diameter x 3"long
16" A(note 7) C C toeltop nails
9'-0" 19.2" A(note 7) C D C USP LJC or USP MPA1/Simpson A35
24" B C D (see note 4)
16" B C D Simpson FWANZ,Simpson U2.1/4,
10'-0" 19.2" B D D p Simpson U2.37/4,USP LJQ,or(2)
USP MPA1ISimpson A35(see notes 1
24" C D D to 3
Notes:
1. Simpson FWANZ requires 1.125"minimum OSB rim and must be located within 5"the floor member. For trusses,it must be in
contact with the member or 2x4 minimum continuous bottom bracing must be provided.
2. USP LJQ must be sized appropriately for the actual floor member width.
3. Floor members must be at least 3"wide when two Simpson A35IUSP MPA1's are used.
4. Connection C may be installed at every other floor member if the number of anchors is doubled.
5. As an alternative,connection C may be installed at every fourth floor member.
6. As an alternative,connection C may be installed at every third floor member.
7. As an alternative,connection C may be installed at every other floor member.
Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 '
Project Name: 20'15 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413
Description: Typical Bearing Wall Detail Phone:612-720-4639
Project# 14.100 Fax:612-886-2966 �
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com
Client Address: 15546 Cleveland Street, Elk River,MN 55330 Page S3 of S6 �, . •� �
1/24/2015
Nail the floor sheathing to the
blocking wl at least(12)
0.131"diameter x 3"long
nails evenly spaced
Wall framing,joists,&structural
/rim by others
�
� /See note 4 for spacers as
/ required at mechanical only
Use Class D connection from S3
�` for blocking to sill
2x6 minimum sill plate wl 112"
diameter anchor bolts w/7"
minimum embed&2"wide x 1l8"
Install full height 2x or I-joist thick square or round
blocking as required to countersunk flush washers or
achieve the nailing noted alternative anchor(see table on
(minimum of two spaces), S2 for spacing)(Anchor bolt
spaces used do not need to clearance between edge of both
be next to each other if wall and sill plate is to be 2.5"),
spaces between are blocked NOTE: Sill plate may have to be
per note 4 JOIST BLOCKI NG DETAIL increased to 2x8 to fit Class D
connectors
Blocking spacing to match anchor bolt spacing (see S2)
NOTES:
1. Floor sheathing is to be 3/4"minimum thick OSBlplywood installed in a staggered pattern. Nail to floor members with
0.131"diameter x 3"long nails at 6"o.c.at all panel edgeslperimeter and 12"o.c.at all intermediate supports or an
approved equivalent.
2• Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral
compression.
3. Toe nail blocking members in place as required for stabilty.
4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is
installed between them as shown. Toe nail spacers in place as required.
5. Full height blocking may contain 4"diameter maximum holes if required for electrical/plumbing. Provide at least 3"
edge clearance for all holes.
6. All nails are to be spaced in members such that splitting does not occur.
7. Foundation wall is to be per Code by others.
Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201
Project Name: 2015 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413
Description: Standard Non-Bearing Wall Joist Blocking Detail(NOT TO SCALE) Phone:612-720-4639
Project# 14.100 Fax:612-88&2966 �-
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com
Client Address: 15546 Cleveland Street Elk River MN 55330 Page S4 of S6 -
1/24/20'I 5
Nail the floor sheathing to the
blocking w/at least(12)0.131"
diameter x 3"long nails evenly
spaced Wall framing,trusses,&
/structural rim by others
�See note 4 for spacers as
/_,
� required at mechanical only
• • •
Use Class D connection from S3
�for blocking to sill
I .-%Nail rim truss bottom chord to
• • • � � � • • • '�l sill plate w/0.148"diameter x 3"
long nails @ 6"o.c.
Install 2x4 minimum flat --����
blocking between trusses as �`�
required to achieve the nailing 2x6 minimum sill plate w/1/2"
noted(minimum of two spaces), diameter anchor bolts wl 7"
spaces used do not need to be minimum embed&2"wide x
next to each other if spaces 1/8"thick square or round
between are blocked per note 4 countersunk flush washers or
alternative anchor(see table on
S2 for spacing)(Anchor bolt
Install 3/4"minimum thick OSB/plywood to clearance between edge of both
one side of 2x4 blocking w/(6)0.131" wall and sill plate is to be 2.5"),
diameter x 3"long nails top&bottom OR NOTE: Sfll plate may have to
1/2"minimum thick OSB/plywood to each be increased to 2x8 to flt Class
side w/(4)0.131"diameter x 3"long nails D connectors
top&bottom
BOTTOM CHORD BEARING TRUSS BLOCKING DETAIL
Blocking spacing to match anchor bolt spacing(see S2)
NOTES:
'1. Floor sheathing is to be 3l4"minimum thick OSBlplywood installed in a staggered pattern. Nail to floor members with 0.131"
diameter x 3"long nails at 6"o.c.at all panel edgeslperimeter and 12"o.c.at all intermediate supports or an approved
equivalent.
2. Blocking shown may be replaced with pre-manufactured blocking provided it can resist at least 1500 pounds of lateral
compression.
3. Toe nail blockinq members in place as required for stabilty.
4. Bays containing blocking do not need to be directly next to the wall or each other provided 2x4 spacer blocking is installed
between them as shown. Toe nail spacers in place as required.
5. OSB/plywood blocking may contain 4"diameter maximum holes if required for electrical/plumbing. Provide at least 3"edge
clearance for all holes.
6. All nails are to be spaced in members such that splittinq does not occur.
7. Foundation wall is to be per Code bv others.
8. Do not cut rim truss bottom chord for any reason.
Oswell Engineering and Consulting,L.L.C. �901 E Hennepin Ave,#201 • --> =- -
Project Name: 2015 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413 ;-
DeSC�iption: Non-Bearing Wall Bottom Chord Bearing Truss Blocking Detail(NOT TO SCALE) Phone:612-720-4639
Project# 14.100 Fax:612-886-2966 �
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com
Client Address: 15546 Cleveland Street,Elk River MN 55330 Page S5 of S6 ` �.. . •:•• "
1/24I2015
Nail the floor sheathing to the
blocking w/at least(12)0.131"
diameter x 3"long nails evenly
spaced Wall framing,trusses,&
I /structural rim by others
I �Additional sill plates as required
by others to match truss top
chord depth
%
\2x6 minimum sill plate w/1/2"
diameter anchor bolts w/7"
minimum embed&2"wide x
Install 2x4 minimum flat � 118"thick square or round
blocking between trusses as countersunk flush washers or
required to achieve the nailing alternative anchor(see table on
noted(minimum of second S2 for spacing)(Anchor bolt
space) clearance between edge of both
Install treated double 2x blocking ripped to wall and sill plate is to be 2.5")
fit height of sill plates in first bay
TOP CHORD BEARING TRUSS BLOCKING DETAIL
Blocking spacing to match anchor bolt spacing(see S2)
NOTES:
1. Floor sheathing is to be 3/4"minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131"
diameter x 3"long nails at 6"o.c.at all panel edges/perimeter and 12"o.c.at all intermediate supports or an approved
equivalent.
2. Toe nail blockinq members in place as required for stabiltv.
3. All nails are to be spaced in members such that splittinq does not occur.
4. Foundation wall is to be per Code bv others.
Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201
Project Name: 2015 Standardized Top of Foundation Support Drawings Minneapolis,MN 55413
DescripUon: Non-Bearing Wall Top Chord Bearing Truss Blocking Detail(NOT TO SCALE) Pbone:612-720-4639
Project# 14.100 Fax:612-886-2966
Client Name: Abfalter Brothers Concrete LLC www.oswellec.com
Client Address: 15546 Cleveland Street,Elk River,MN 55330 Page S6 of S6
1124I2015
. � �, .
Christine Mattson
From: Adam Edwards
Sent: Thursday, June 25, 2015 1:18 PM
To: Christine Mattson
Cc: Melanie Curtis
Subject: RE: 2735 Deer Run Trail E/#2015-00607
Site Plan Approved.
Adam
From: Christine Mattson
Sent: Monday, June 22, 2015 2:26 PM
To: Adam Edwards
Cc: Melanie Curtis
Subject: 2735 Deer Run Trail E / #2015-00607
Ad a m,
Please review the survey for a new single family home at the property addressed above and provide comments, if any.
Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono ; MN , 55356 (physical addressJ
PO Box 66 Crystal Bay ' MN " 55323-0066 (mailing addressJ
`�° 952.249.4620 `` � 952.249.4616
�' cmattson@ci.orono.mn.us , �!?� www.ci.orono.mn.us
Summer Office Hours: (Monday, May 18 through Friday,Auqust 28,2015)
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Friday,July 3, 2015
1
. - .
. .
. . • .
� •
emo
To: Finance Department
From: Christine Mattson, Planning Assistant //. '
CC: Street File �
Date: June 22, 2016
G/L: 101-22205
Re: Escrow Refund
Building Permit#2015-00607 pertaining to 2735 Deer Run Trail E is complete. Please refund
$2,500 to the property owner, NIH Homes.
The following is attached:
• Onginal signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: NIH Homes
6840 213�'Ave
Elk River, MN 55330
w:\street files\deer run tr e�2735�escrow refund 2015-00607.docx
� � ' BUILDING PERMIT ESCROW AGREEMENT v
Orono Building Permit# �D/`)-�(�(pd �
AGREEMENT made this 15th day of MaV , 20�, by and between the CITY OF ORONO, a
Minnesota municipal corporation ("City") and NIH Homes ("Owners").
Recitals
1. A buildin permit application has been filed for New Home located at
2735 Deer Run Trail ��on0 the ("Subject Property"), legally described as
2. Owners request the City to review this application which requires City approval and may require
consultant legal and/or engineering review.
3. The City will commence its review of the application and incur costs associated with said review only if
the Owner establishes an escrow to ensure reimbursement to the City of its costs.
NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement,
the Owners shall deposit $2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the
City for its cost in administering the escrow account.
2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all
out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant
review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be
responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all
out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater
Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used
by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property
or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with
building permit#.2D/5-OO�o� if compliance with the approved building permit is not accomplished.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send
a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the
City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced
pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for
eligible expenses the City has incurred.
5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners
when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement
two times per year to determine whether the requirements of the project have been successfully completed and
whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be
released upon City Staff receiving the appropriate verification that all requirements of the project have been
successfully completed.
6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible
expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance
to the subject property pursuant to Minn. Stat. §§415.01 and 366.012.
CITY: CITY OF RONO OWN .
By:
Its:��� ,� NIH Homes
�nfernal Use�hly ;�;: _ _ .,O O�gina!to�i�anco Departm�a#,--`��. tl_Cop�l.#Q S�et.�lle
Packet Last Updated: January 2015
Page 22
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6840 223TH AVENUE NW -
� E�.K RIVER,MN 55330 75383-9;19
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. . :. ,: , , �... , . . . .�.. . �� .. �... '. A IZED SIG
�
. ,
CITY OF ORONO * Z 0 1 5 - 0 0 6 0 8 *
2750 KELLEY PARKWAY DATE ISSUED: OS/l5/2015
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2735 DEER RITN TR E
PIN : 04-117-23-13-0013
LEGAL DESC : N/A
: LOT 006 BLOCK 001
PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
NOTE: THIS$2500 ESCROW IS TIED"I'O BUILDING PERMIT 2015-00607
APPLICANT ESCROW FEE-BUILDING 2,500.00
ESCROW FEE-EROSION CONTROL 0.00
NIH HOMES ESCROW FEE-GRADING 0.00
6840 213TH AVENUE
ELK RIVER, MN 55330- TOTAL 2,500.00
(763)753-1750 Payment(s)
Minnesota State License#: BUIL-BC41993] CHECK 23344 2,500.00
OWNER
NIH HOMES
6840 213TH AVE
ELK RIVER, MN SS330-
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 thc
State Building Code. This permit is for only the work described and does
not grant perrnission for additional or related work which requires separate
permits. All provisions of laHs and ordinances governing[his 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 davs of the date of issuance,or if construction is
suspended for a period of 1 SO days at any time afrer work has commenced.
The applicant is responsible for assuring all required inspections are
reques[ed in conformance with the State Building Code.This permit may be
revoked at any�time for due cause.
� /,v /�
Applicant Permitee Signature Date Issue ��Signature Date
� , .
City of Orono
2750 Kelley Parkway
Orono MN 55356 952-249-4600
Receipt No: 3.Oi3422 May 15, 2015
/
NIH Homes
Previous Balance: .00
Permits
2015-00608 2735 Deer Run 2,500.00
Tr E
101-22205
Deferred Rev-Developer Deposit
---------------
Total: 2,500.00
Check
Check No: 23344 2,500.00
Fayor:
NIN Homes
Total Applied: 2,500.00 •
---------------
Change Tendered: .00
05/15/2015 10:54AM
Date Time inspector Inspection Type Stat H Permit# Address Permit Type Property Type Construetion Type
i d
__. ;__..___-_ __ _....--- �w._._.�_ . ....._____.__wA�__.,�_!-__- -----------�._,..�_.��._--_---------
. 1 � �
� P�umbing Fina� ' 2016-00099 2735 Deer Run Tr E j Plumbin 'Residential
i ,
. _... ..S . ..._.. _._ _........ . ... .. _ .._
__. _.._ . ._...... ....... ..._
_.._.
ater oftener
_.._. �
11/3/2015 12 00 AM �ROGP Pre Rou h-U P Y 2015-01392 �2735 Deer Run Tr E i Septic _ , �Residential a Septic_(New or Replacement)
_ . __ _ _. _ � - -_ _ _
_ -_
1119l2U15 �12 00 AM ;ROGP Rock Bed orTrench/Tank P iY �,2015_01392 2735 Deer Run Tr E�_Septic____ _ rResidential ;Septic(New or Replacement)
--- -�- _ ---
-- - --- -
11l9l2�15 12 UO AM ;ROGP As-Budt Hand Drawin '--- --
P i Y ,2015-01392 2735 Deer Run Tr E ;Septic Resident�al Septic(New or Replacementj
, __ _ ___ _..._ _._.�
_. _._
2i1912D16 12 00 AM 'ROGP Final P 'Y i201`r01392 2735 Deer Run Tr E Septic Residential Septic(New or Replacement)
____ __ _.___ -- _. _.. �- *- -... -___ _._ __..__ �_....
---.__ _ _...._._._
10/112015 12 00 AM �JAMV R!I Airtest At Same Time ` P Y i2015-01f67 2735 Deer Run Tr E ,Fire Systems Residential Sprinkler System-In Building
- - � — -- � -- -� _. _ __- _
__ ___.._.._.--- ._._ _ ,----- -----_--
1011/2015 12 00 AM JAMV Water Flow Test P !Y 2015-01167 2735 Deer Run Tr E 'wFire Systems � � Residential Spnnkler System:in Bwlding
_..._ _. __... ____ __- _ _�. _f _..
16l1/2D15 12 00 AM �JAMV Final i P �Y 12015-01167 2735 Deer Run Tr E Fire Systems ResidenE�al Spnnkler System In Building
--- _. _ _.. _. _ ___._� --.. ____._ ___ ,__
9/10l2015 ,12 QO AM METD Mechanical Rou h In �P Y�2015-Q1146 2735 Deer Run Tr E ,Mechanical Residential �Fireplace-Gas
_... _ ,.. .. _9 �.�-_._�_ �.,_ -- - --_ ___ -------_ _.
---_-------
219/20i6 12 QO AM �R�GP Mechanical Air Test Y 2015-01 t46 2735 Deer Run Tr E I Mechanical Residential Firepiace-Gas
-- _ . _. _- _._.... _T ,-� -- -- _..
�-- -__ - -- -- ----- - -
___..__ __-- ---
2J912016 12 QO AM ;ROGP Mechanical Final Y �2015-01146 2735 Deer Run Tr E Mechanical Residential Fireplace-Gas
__ ___...- . _.
_._..__._._.._ _. __._..._ _......._. __.........__...�.
9/25/2015 12 00 AhA METD Mechanical Rough In T _ !}P ,Y 201501146 2735 Deer Run Tr E ;Mechanical Residential Fireplace-Gas
_..._.. _ _ ____ -_- --- - --- �..�_ _ _._ _.— ___ ___._._. _..__ _.
-- ._.__. . ____._
9l15/2D15 12 00 AM ;METJ Mechanical Rough In ____ F Y �2015-01f33 2735 Deer Run Tr E Mechanical Residen4ial Mechanical-Mukiple
911 812 0 1 5 f12 QO AM :�METD Mechanical ,Air Test P �Y 201�01133 2735 Deer Run Tr E Mechanical Residential �Mechanical-Mukiple
, . _......
_._ ..---._ _
__._ _.......
17123/2015 12 60 AM METJ Mechanical F�nal i P �Y .2015-01133 2735 Deer Run Tr E �Mechanrcal Residential Mechanical-Muftiple
__. _._ . -- -- -,-- _. _.._ _ _..__ ___�. �__
__.... ------ _ _ --- -
9/f8/2U15 !12 00 AM METD Mechanical Rough In REtNSPEC110N�P !Y 2015-01133 2735 Deer Run Tr E Mechanical ResidenEial Mechanical-Multiple
�.__ , ___ _..__ __ _�_ _ _ __.._ ___.—
__.._ _____ __..____. _.______ ______._
815/2015 12 00 AM !METJ Plumbing Rough In _ � v 'P iY_2015 OQ482 ,2735 Deer Run Tr E Plumbmg _„_ �� Residential Fixtures-Multiple
� -- - � - - _ � _._.. ___� -
r____ _.__. _____.._._
12l15l2D15 12 00 AM METJ Plumbin Final P 'Y 2015-00982 2735 Deer Run Tr E �Plum6mg_ , �m Residential Fixtures Multiple
- �. -. _ .9 __�_____.__
--- __ __� __.__
9t22l2015 12 00 AAA ROGP Plumbing Rough In _ *P Y 2D15-00982 2735 Deer Run Tr E 'Plumbing __ Residential Fixtures-Multiple
_. � _ ._ . ...._ _ _ __._ T
. _ _..._.--- - -__.__._
' Escrow Refund Requested 2D15-06608 2735 Deer Run Tr E ,Escrow Fee-Tied to Building Pertnd Residential Escrow Fee-Tied Eo Building P
_ _ ---- ___ �._. _..- --- --- --_- _-- --
Escrow Refunded 2015-00608 2735 Deer Run Tr E ,Escrow Fee-Tied to Budding Permd Residential Escrow Fee Tied to Budding P
_... , __._ . _.
71t&12015 12�00 AM METD Sik Fence(installed&Inspecte� ;P Y 2015-00607 2735 Deer Run Tr E New Structure Residential Single Famdy
: _ _ . ___ _ _ _ __ _..._. __ ___..
T116/2015 12 00 AM METD Footing(or Reba� I P Y 2D15-00607 2735 Deer Run Tr E Ffew Strudure Residential Smgle Famity
_. w_ __., __.. _.._ _ _-- _._ ___ _ __ _. __.
_ _._ _..__._
6l10f2015 12 00 AM METJ Radon Rock Bed(Poly) �P Y 2015-00607 2735 Deer Run Tr E New Strudure Residential Single Famdy
� _._ _. _..
7/16/2015 12 00 AM i METD Poured Wall(Foundation) P Y 2015-00607 2735 Deer Run Tr E New Structure Residential Single Famdy
--- - _ ___ _.._.� __ _ _ _.._._.
__..._._ . ___ _ ___._.
7t23l2D15 12.00 AM METD Foundation Water Proof(Drain Tile) P !Y 2015-00607 2735 Deer Run Tr E New SWcture Residenbal Sin le Fami
_ _ _.. _.._ _- - - --- ... _._. __ _ -- - --.......
_ _ g -_ _— _---
7/2912015 12 00 AM ;CMAT Foundation Survey BJ4 Framing P Y 2015-00&07 2735 Deer Run Tr E New Structure Residential Single Famdy
, _. _ . . _..._.... _
9/2212015 12 00 AM METJ Framing P Y 2015-Q0607 2735 Deer Run Tr E New Structure Residential Sin le Fami
_. _. _.___ _ __ ______ _ - _
-�..� ____ __.._._ _. — _ ___�
_._.�_____M�_--
9 _._�
9I2512015 12 00 AM ,METD Insulatron P Y 2015 OOE07 2735 Deer Run Tr f New Structure Residential ;Single Family
___ __ _. _ 1_��___. _.- ___-- _� _ --- -
1Q/212015 12 00 AM METD Lath -____..__.______._.__P _ _.__... . . ...__.._...__.._
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� DATE TIt�IE
CI OF ORONO CALLED IN y=��
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PERMIT NO.�D �D� COMPLEfED
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
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Call for the next inspection 24 hours in advance. (g52) 249-4600
OwnerlContractor on site:
Inspector.
White Copyllnspector's Flle Canary CopylSite Notice
DATE TIM� /
��ITY OF ORONO CALLED IN ��
INSPECTION OT�CEb��b SCHEDULED '7 l� �
PERMIT NO 5 COMPLETED
ADDRESS 2�I.3 S �-e� f�.�.�T�-G�
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OwnerlContractor on site: �
Inspector.
White Copyllnspector's Ffle Canary CopylS e Notice
DATE TIM
CITY OF ORONO - CALLED IN �
INSPECTION TICE �HEDULED S
PERMIT NO. , ` ��� �coMPLETED
ADDRESS � a�
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Inspector:
White Copyllnspector's Ffle Cenary CopylSite Notice
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CITY OF ORONO CALLED IN � - �
INSPECTION NOTICE SCHEDULED '�G 'l ••3�,
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White Copyllnspector's Fila Canary CopylSke Notice
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DATE TIME
CITY OF ORONO CALLED IN I a I(! _ZA�►'�
INSPECTION NOTIC� SCHEDULED 5 � '
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Inspector. � � ��
White Copyllnspector's File Cenary CopylSite Notice
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DATE �/� TIME
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION ���C _�,r, � SCHEDULED
PERMIT NO. �ls��`�� COMPLETED � L 3'�YD
ADDRESS Z�3-� ec� K, .^u i �
OWNER TELEPHONE NO.
CONTRACTOR
� DESCRIPTION
t~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
J FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
� ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952� 249-46��
OwnerlContra on site:
Inspector. ,
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