HomeMy WebLinkAbout2017-01460 - new house ` ' CITY OF ORONO * 2 0 1 7 - 0 1 4 6 0 *
2750 KELLEY PARKWAY DATE ISSUED: l U30/2017
ORONO,MN 55356-
952)249-4600 FAX: (952)249-4616
ADDRESS : 680 PINEHURST CT
PIN : 06-117-23-33-0015
LEGAL DESC : LAKEVIEW OF ORONO
: LOT 16 BLOCK 1
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVTTY : 101-SINGLE FAMILY HOUSES,DETACHED
VALUATION : $ 650,000.00
NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WELL(STATE),ELECTRICAL(STATE)
NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM
APPLICANT PERMIT FEE SCHEDULE 4,417.42
STATE SURCHARGE(VALUATION) 325.00
NORTON HOMES TOTAL 4,742.42
18215 45TH AVE N,STE D Payment(s)
PLYMOUTH,MN 55446- CHECK 15443 4,742.42
(763)559-2991
Minnesota State License#:BUIL-BC639221
OWNER
Norton Homes
18215 45TH AVE N
STE D
PLYMOUTH,MN 55446-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable Ciry approvals,and the
State Building Code. This permi�is for only the work described and dces
not grant permission for addirional 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 suthorized 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 aze
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
-�G /l� �0� / �
Applicant Permi e Si ature� Issue By " ature Date
�
• � ,
_ . CITY OF ORONO / I����
� BUILDING PERMIT APPLICATION �,�I`�
FOR NEW STRUCTURES OR ADDITIONS
O Mailing Address: Permit number: o?D(7 — O/ �O
� �O PO Box 66
Crystal Bay, MN 55323-0066 Date received: I�8 � 7
Street Address:' Received by: o?p —!>! "
� �' 2750 Kelle Parkwa
y�, � Y Y Plan review ee: �
G Orono, MN 55356
j'x�sHo�� - a�5�.Ot�
otal ee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us 17—Ol��i
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: �Q�Q �/��ll/✓� �d�/l�
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No
If yes,a special event permit is required with Police Deparfinent and City Council approva/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: Ndr-}-T)r1 �}'vn-1-LS,� L L c.
State License# f�(� (o,�aa—1 Expiration Date: 3-3l-/9
Phone: (cell)(o(�-�$�p-?lQ(o/ (office) �1P3•SS9'�99/ _
Mailing Address: �'�► t N • !� Cit : d ZIP: S �/�/
Contact Person: r Applicant is: rac o / Homeowner (Circle One)
Email and/or Fax: � e 0 C
PROPERTY OWNER INFORMATION:
Name: 5o�ce (�►-trl (�'ei/e%m��
Phone(day): 7fi -$'S/�di�
Address: ��a�-l.� �l �"'/�I�G N� S�'C. ,Q City: ��[alYl�l� ZIP: ,Ss�/�(
Email and/or Fax �j'IZ. Sd�/r2� [cirl,c(. c'o,.,,�
ARCHITECT/ENGINEER INFORMATION:
Name: grl/GL (,-Gl�t,r�r-
Phone(day): 7(03• S�S• �/'�G
Address: �a, c. N Cit : G' � ZI P: "��S�a"
Email and/or Fax:
PROJECT INFORMATION: Description of ro�ect: N /�iGS/��1.�1a� c�lu']
1.T e of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal 8�
�/ Water Supply
New Construction LJ Single Family with �esidence
❑Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer
❑Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage ❑ Office/Commercial �rivate 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) $ �JU/ UUv
STRl1vTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued)
' Q� ' � �G- �
a. Length (ft.)= SU � � Number of bedrooms= � 2. Occupancy:
b.Width (ft.)= � l0 N Number of garage stalls:
Areas in square feet Attached=
3 3. Occupant Load:
c. Basement= / U / � Detached= 4. Type of Construction: JL_' �
d. 1 S�Story = � ' _ ,�/��
�d 5. Code Edition: ����
e.2 Story=
f. '/Story =
g.Total Area= �
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed Ap licable
❑ Buildin Permit Escrow A reement and Fees
❑ ❑ Plan Review Fee
❑ Com leted A lication Form
❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set
❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ Surve —2 full size,to scale meetin ALL surve re uirements)
❑ Hardcover Calculations
❑ Se tic S stem Certification
❑ / �❑ Minnehaha Creek Watershed District(MCWD) Permit or
O�r �� �Or pocumentation from MCWD statin no ermit is re uired
❑ ❑ Landsca e Walls and/or Retainin Wall Plans
❑ Stormwater Pollution Prevention Plan SWPPP
❑ ❑ Access Permit
❑ ❑ 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 la}rv. If you refuse to supply the information,the application may not be issued.
• Agrees tlaat�r�the event that weather or other conditions pre�ent#he completion of an as-built survey at the time the
Certificate o Occupancy is reques#ed, a temporary Cert�ficate of Occupancy may be issued upon receipt of a $10,000
escrow to er�sure completion of the as-built survey and all site improvements.
� - � �✓ r - -i �
Applicant s Signature: Date: I �
Owner's Signature: � � F�►T� � Date: �� " � �� 7
Builder Acknowledgement Form
Permit #2017-01460 / 680 Pinehurst Court
. ,
} , , . , ,
Builder Representative Name: ,�1�'(i� � � �� , ( .--1�.
✓�
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 � p J
will be issued. ,`'��'
Schedule a minimum of one hour for the framing inspection. . , ,�� i
� V
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 to � n,J
inspection. �/G
Erosion control shall be installed and maintained throughout the entire project and must
remain until vegetation has been established. ' 1�,,�
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 i
and repair of roadways for any adverse impacts. '��`�`�
No underground sewer within 20 feet of well. ,
�� � �
Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations ;�,`�,r �
must be submitted and approved. �"1�`
In the event of winter or other extended unfavorable weather conditions (which prevent the
completion of the exterior improvements and/or as-built survey) a Temporary Certificate of ,} ; ,�?
Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. 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 Ajl �-L
;�.
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 �`t��,`�
approved prior to construction. '� `�
w:\street files\pinehurst court\680\builder acknowledgement form 2017-01460.docx
' � PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: 1I1� �1���7 C„�I'� Permit No.: ��� ' 0�''L��
Description of work: N� �w Date Rec'd: ��• �'��
Septic review by: � � l Date Approved:
Zoning review by: Date Approved:
I 1�34 •��
Building review by: Date Approved: l z- �
Grading review by: �,�,,{�(� Date Approved: ��• � 5 '��]
Zoning District: '� Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution /NA
Zoning: Lot Area: $1 F AC Width: Structural Coverage: SF %
Survey Submitted: �0'�es 0 No Date of Survey: ��'2'�� Revised date(?):
Landscape plan submitted? 0 Yes Landscaper: ��� ��11Vi� 01� �I�y�/ � No/None proposed
� �/
Pro osed Setbacks:
Front(L� Rear(Stre ( N S � W ) ( N S E �) Other Buildings Wetland
Si e Side
� �` ' S1 ' I��`
Buildin Hei ht Anal sis:
Distance Befinreen First Floor and defined Top of Roof"(See"building heighY' �a� I�.�
definition :
First Floor Elevation from buildin lans : (b) �,Z
Highest Existing ground level (per survey)or 10' above lowest ground level, ��� ���r,
whichever is lower: `'�
Difference between b and c *: (d) Z �
DEFINED HEIGHT
"If highest existing adjacent grade is above FFE-Height is(a)-(d): (e) I���
If hi hest existin ad'acent rade is below FFE-Hei ht is a + d 6
Shoreland District MCWD Permit Average Lakeshore Setback g�uff
Met?
�Yes � No Permit Number: l"� — �,� 0 Yes 0 No N/A � Yes No
0 N/A—see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and s % and s
�,�`;G]d 0 Yes No 0 Yes No
1 2 � 4 5 y� ��,� S� Type(s): Type(s):
Updated: June 2017
z:\forms\plan review checklist 06-2017.docx
Fees to be Char ed YES NO
Permit
Plan Review
State Surcharge
Investigation Fee �
SAC—Number o#SAC Units ,� ¢�G
Other(specify)
S uare Foota e $ er S uare Foota e
Basement X = $
1 S' Floor X = $
2nd Floo� X = $.
Garage X = $
/ _/
Estimated Construction Value: $ (�� , (��
Orono Inspections Required Work Requiring Separate Permits
�Footing � Site Plumbing � Grading/Filling
�Poured Wall Silt Fence/Erosion Control � Mechanical � Fire
�Foundation Survey � Hardcover Removal �Fireplace � Water Connection
� Framing 0 Other(specify) 0 Masonry � Sewer Connection
�Waterproofing/Drain tile �,Mfg. O Lawn Irrigation
0 Foundation Waterproofing 0 Other(specify) 0 Landscaping
�Framing �Septic
�,Insulation
�As-Built Survey
Final
Lathe Required State Permits
� Other(specify)
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: June 2017
z:\forms�plan review checklist 06-2017.docx
Christine Mattson
From: Adam Edwards
Sent: Wednesday, November 15, 2017 4:42 PM
To: Christine Mattson; Roger Peitso
Subject: RE: 680 Pinehurst Court
Chris,
I've reviewed the proposed grading plan and stamped it approved.
Adam
From:Christine Mattson
Sent:Tuesday, November 14, 2017 7:58 AM
To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us>
Subject:680 Pinehurst Court
Good Morning,
We received a building permit application for a new house at 680 Pinehurst Court. Please review and provide
comments.
Thank you!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway ( Orono 0 MN � 55356(physical addressJ
PO Box 66 I Crystal Bay � MN � 55323-0066(mailing addressJ
"a" 952.249.4620 � 8 952.249.4616
�cmattson@ci.orono.{nn.us 0 �www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: November 10,2017
November 23&24,2017
�
Permit A�plication: 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
Plar� Review Fee Paid
Signed Escrow Agreement & Escrow Payment
Building Plans (to scale) x2
Certificate of Survey (to scale) showing the proposed project &
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
regardin this p�
Signed by: � � /�
Address: �.n��i,.�c�- �'�,vr-�
Permit #: -
Packet Last Updated: August 2015
Page 2
�o�o City of Orono
Hardcover Calculation Worksheet
y� .� Property Address: 680 Pinehurst Court
c
�'�'rESH��E
Prepared By: Sather-Bergquist,Inc. Date: 11/2/2017
SB Job Number: 64685-002 Prepared By: EMW
Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1:PROPOSED HARDCOVER
In the following tabne,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 Survey Hardcover Item(Describe) Length x Width Total(Square Feet)
(Example) (Garage) (24'x 30') (720 S.F.)
A House 2840 S.F.
B Stoop 311 S.F.
C Porch 12x16 192 S.F.
D ' Deck 12x20 240 S.F.
E Driveway 2220 S.F.
F Sidewalk 4x77 271 S.F.
G Conc.Pad 4x4 16 S.F.
H S.F.
I 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.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1)Total Proposed Hardcover 6090 S.F.
Excludable Hardcover(See City Code Sec 78-1684):
D Deck 100 S.F.
S.F.
S.F.
S.F.
S.F.
(2)Total Excludable Hardcover 100 S.F.
(3)Net Proposed Haridcover[Subtract line(2)from line(1)] 5990 S.f.
(4)Total Lot Area 87699 S.F.
' Proposed Hardcover Percentage[(3)+�4)] 6.83% %
This is an information packet regarding Hardcover.Every effort has been made fo insure the accuracy of the information
contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail.
New Construction Energy Code Compliance Certificate
Per R401.3 Certificate.A building certificate shall be posted on or in the electrical distribution Date Certificate Pos
pane�. P�aC@ )/OUI'
Mailing Address of the Dwelling or Dwelling Unit City logo here
680 Pinehurst Ct Orono
Name of Residential Contractor MN License Number
Norton Homes, LLC BC639221
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check All That Apply X Passive(No Fan)
Active(With fan and monometer or
yc ofher system monitoring device)
a� �
���� a �, — — y Location(or future location)of Fan:
� ��� �
� � �
� m � o
o a � � U y o � �
0
� Q o0 0�0 � � � � c
� � �.+
� C � N N � d lL x O
Insulation Location � � Z `—° `—° v � � w N
m o m �' E E � ;g v
or�n o a a o o � rn rn
F- � z ii ii � � � � � Other Please Describe Here
Below Entire Slab x
Foundation Wall R-�o x
Perimeter of Slab on Grade x
Rim Joist(1st Floor) R-2� X
Rim Joist(2nd Floor+) x
Wall R-20 X
Ceiling,flat R-as x
Ceiling,vaulted x
Bay Windows or cantilevered areas x
Floors over unconditioned area 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(exc/udes skylights and one door)U: 0.28 Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): 0.22 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Domestic Water
Appliances Heating System Heater Cooling System Not required per mech.code
Fuel Type Natural 8S Electric Electric Passive
Manufacturer Amana Rheem Amana Powered
Interlocked with exhaust device.
Model ACS92080 2-50 allon elect ASX13030 Describe:
input in 80,000 Capacity 100 Output 2.5 Other,describe:
Rating or Size sTus: in Gal: in
AFUE or 92% SEER 13 Location of duct or system:
Efficiency HSPF% /EER
Heating Loss Heating Gain Cooling Load
Residential Load Calculation 60,701 16,991 21,440
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 Se/ect a Type
source heat pump with gas back-up furnace): Not required per mech.code
Se/ect Type Passive
Heat Recover Ventilator(HR� Capacity in cfms: Low: 100 High: 200 Other,describe:
Energy Recover Ventilator(ER�Capacity in cfms: Low: High: Location of duct or system:
Balanced Ventilation capacity in cfms:
Location of fan(s),describe: bath fans,kitchen exhaust,hrv Cfm's
Capacity continuous ventilation rate in cfms: 100 "round duct OR
Total ventilation(intermittent+continuous)rate in cfms: 730 "metal duct
Builders Associaton of Minnesota version 101014
Ve�t#�l�tion, I,,/fak�e�� and C�ombus#ion Air Calculations .
� � Submitta� Form For New Dwellings � �
�
. SEoe'ddress � oare �_ �,�[
�O�D� • / " ' Gompleted -
�� ,,,� �
Section A �
, Ven�ilafion Quantiiy � .
(Detertnine quarttity by using Table N3104.2 or Equation 111) .
Sq�sre fttt(tondEtiq�d area tnduding ' , • "��
Bazement—flnished ar w�flnished} _ Tota!required ventliadon C./
Num6er of 6edrooms � '7 Corttinuo�s ve++tlfatlon / �
Direc[ions-Detern►ine the iotQl•and corrtinuous t�er►tflation rate by either using Ta61e N2104.2 or equation 11-1. '
- fie table nnd equation are below. �
� Table N3104.2 � - .
Totai and Cantir�uous Vernilation Rates('m dm) .
Number of Bedrooms • . �
. 1 2 ' 3 4 ' S 6 • •
Conditioned space(in Tatal/.. . Total/ Totai/ Total/ Total/ Taq��
sq.ft.) continuous cortinuous continuous coMinuous 'corrtinuous continuous .
�ooa-uoo .6o/ao �s/aa 90/45 �.o�/� izo/6o 135J68
isol iaoo �o/aa 85/43 100/50 us/5s T30/65 �as/�
aooi isoo sa/4o 95/48 uo/Ss izs/s3 iaorio iss/�s
25Q13000 ' 90/45 lOS/�3 _ 120/60 135/68 150/75 165/83
. . 300�3soo loo/so 115/58 ' 130/6S � 145/73 �o/so i�s/a8
3501-4000 110/S5 175/63 14a/70 155/?8 170(85 . 185/93 �
4001-4500 120/60 135/68 150/75 165/83. 180J90 195/98 .
4501-5000 � 130/65 I45/73 160/80 175/88 190/95 205/103 "
5001-SS00 140f70 155/78 17Q/85 185/93 200/1� 215/1Q8
5501-6000 350/75 165j83 180/90 i95/98 210J105 225/113
Equation 111 . •
(0.02 x square feet of condit3oned space)+[15 x{number ot bedrooms+lj]a Total.ventiiarion rate{cfm)
� I Conditioned space includes the liasement .
2 If conditioned space exceeds 6000 sq._ft_or the�.are3nc�re.than 6 bedrooms, use
Equatio"n 11-1 from�ection NI104.2 to caicuIate tfltal ventilation rate.�
Totaf ver�tila#ior�—The mech'anicat ventilation sysfem shail provide sufficient outdoor air to equai the total ventilation rate average,
� for each one-hour per�od according to the above table or equation. For hea#recovery vernilators(HRV)and energy recovery vernila-
tors(ERVj the average hourly ventitation capacity must be determined in consideration of any reduction of exhaust or out outdoor
air irrtake,or both,far defrost or other equipme�t cycling.
Continuous aentilation-A minimum of 50 percent of the total ver�tilation rate,but not less than 40 cfm.shall be provided,on a corr-
tinuous rate average for each one-hour periad. The portion of the mechanical ventilation system intended to be contlnuous may
�have automatic cycling rnrrtrots providing the average flow rate for each hour is met � •
Page 1 of 6
Sectios� 8 , . .
� Ventilation Me#hod �
. iCl+oose either balanced or exhaust onl '
• lan�ed,HRV(Hnt Aecavery Verstllator)ar ERV(Energy Rea�w Exhaust only
eryVantilawt�—dmofnnRininwmastnocexceedcont��ousva�ti- Cantfnuoustannttngindm -
btlon ndn lticra tllin 1007G.
� Law dm: H�h dm: �v� tmiNnuous fan rating n�cPrn[apa�ty must not exceed
eorttUtuous ventllatlan nEin more dran laOfG} .
• Ofrections-Choase the method of veni�?ation,bolar�ced or exhaust only. 8a/anced verrillation systems are typ�a�ly yRV or ERVs
Enter the low and ht�h cfm amourrCs. t w alrf/ow must be equo!Co or grevter thon the requfred carrtinucos ventFlation rate cnd
/ess ihan 200%greacer thon the contfnuous rot�.(for instonce,lf the law cfm�S 40 cfm,_�the ve�01lation fivn must nor exceed 80 cfm_)
Auinmatrc contrah maya!!aw the use af o largerfan that ts operabed a perceni�ge of each hour.
Section C . . • " .
Ven#ilation Fan Schedule
Deseiption Location Continuous intermitterrt
�
' P''\ �.1 -
` U
v �`"' f�U •
- otrections-The�eiriilatlan fan schedule should desrrihe tivhat rhe fon fs for,the/ocation,cfm,and whether it is used for continuous
, ori�ntermiitent ventilatlan. The fan thcrils chose forcisntinuaus ventilation must be equolto orgreater ihan the lowc�m a!r rating
and less than�00?6 great2r than ihe rnntinttous r�te: jFor instance,lf.t/re!o.w cfm is 40 cfm,the coRdnuous veritilv4'otr fan must noi
exreed 8o cfm.) Autornatic cantrols may allow.the use of a larger fan thart is operated a percenMge of each hour. . .
� Section D � -
� . - Ventilation Controls -
' iDescrihe operaHon and cnnarai nf the continuous and interenittentvendladan
- � � - ��
, . .
� . ° � iL
. � - '
.OtrecUons-Descrlbe the operaUon of the ventllation system. Ther�should be edequaoe detaif fi�r plan revlewers and I►upeuors to vertfy design or�d
fnsta!latfon ccr»p(fance. Relatad trardes aLso need adequate deta�7 for placement af cormols and proper operat7on of the briAdlnq vendlatiaa ff
exhaust fnnsare usedforbe►fld/ng ventllation,descrfbe tbe operailon and locatton ofarrytoniroh,indreators•andlegends. tfan ERYorHRVistobe
lnsta!led,descnT�e how!t w�716e JnsbaJ/ed./f.R wll!ba connecYed and lnterfrited w�th the afr hand/ing eqWpmen�please descrlbe such connectlons os
deinv7ed in the rrtanu}'octtrres'insmlladon instrveUons!f t[re huQullotion lnstructlons requirr or ruommend�e equtpmerrt,to be intedacked r►�ihe �
Qfrhandling equfpment for p�oper aperatlon,such in�eroonneWan shal!!re made and described. ,
Section E
Make-up air �
Passive(d etmMed from cakutaatlans from 7abk S�L31) .
Poweted(�fetermined hom nia[atbns from Table 58131) •
tnterbdta�wFth afiaust devfce(determned irom eakvbcion Irom Ta6te 5033.1)
athv,deslerf6e: ' .
Location of duct or system ventilatEon make-up air.uecemv„�d am malcp-up a�r opening�61e
, � sixe a�d type{round,rectan�ufar.ftex or flBid)
{P1R means noC requsred} •
Page 2 of 6
' t , . '
' M
� .
b
" Tas�say.a.� �
� PHOOEDURE 1'0 DETERMINE MAKEUP A!R QUANTf!'Y FOR EJ(HAiJST APPLlANCES iN DWELUNQ UNfiS
r
� ' MUL77PLEAPPUANCESTHAT
N - ONE OR MULTfPLE POWER aNE OR MULTlPLE FAN- ONE ATMOSPHEFi1CALl.Y AAE ATIYlOSPHERICALL.Y
w - VEN7'OR DIRECT VENT ASg1STED AAP1.i+4NCE3 VENTED GA5 OR OIL YENTED GAS OR OIL
- � APPiJANCES OR t�lO ANO AOWER VENT OR APPt1ANCE OR ONE l4PPLiANCES OR SOL1D Ft7EL
N COMBUSTfON APPLlANCE5" b1AECT VENTAPPLI/UVCES' SOUD FUEL APPLIANCE° "AppUANCES°
N 1.Uae the Appropriate Cohumn to Estimate House infiltration ,
b -
w a)P�resaute factor . . � .
N ��� o.1s � 0.09 . a.oe o.03. �
��+ -
N b)conditioned floor _��� .
M �a t� ^ ^ _
"M C�ncluding unfin�shed b�ts)
� EstimatedHonse .
M �on<�>: . — ��� � _ _� -
N [Ya x 1bJ -
M 2.Exhaust Capacity '
.M a)clo�es tiryer 135 135 135 .' 135 � '
H � �� . , .
Y b exhaast raHng(cfin): "�� --. — —
a", (aot applicable if recitic�nlating system or if powered nwkeup cur ia electrically interlocked and matched to exhaust)
N c)�096 of�adlargest
e"e � akhaust rating(cfm): ' not agplicable — � . _ .
� (not applicabla if ncirculacing system orif povvered makeup cdris electrically interlocked and mabched to exhaust)
a
N _ TotalF.ubavst Capaclty
� c�r � — — _ -
: [�a+a.w�z�� . —
eNi 3.Mvkecrp Air Requunmeut
N
M fl}TOtalBXl�USt , ��
►�a Capacity(from — ( � — ._ _
a", above) L�' .
b b)EstimatedFiouse •
� 7nfiltration(from — ��(�Q,� — _ _
N above) �`U(�
� .
e"� Maksup Air
e"s QnaIitY(cEm)c -- 7[n —
�"r �3a•3b] v��•( . T' —
h", (�va3n�is negaava,no makeuP sir is ne�ed . • .
y 4.For Makeup Air OQem�Siziag,refu to Table SOI.4.2.
N
p A.IIse this col�n if thsse aze oU�r than fan-assisted or aemcsPhericaIly veated gas or aIl applfancrs a 3f these ace no eombuallon applkmcu,
� rr B.Uae this coltunn if�ene is 0ne fa�assisted appl�ancs per vanfmg rystem.Otlxr thsa atmoapherlcally vented nppUancu may also ba inciu�d.
� C.Use tbis column ff thcre is mne atmosphttically vented(othes�raa fsa-�asistedj gas ar oil applianee pac venting systan ar one mlld tl�e1 appllmece.
N b.Use iliis coiu�if these axe mulHple aOmospherically vented ga�ar m1 app5uncea usiog a eommon veat or if thece ese atmoapheaesIly vent�d ga�or oii
w aPPRances 8ad solld Yue1 apptiance.t.
3S 2095 MINNESOTA MECHANICAL C�DE
' i
. . - J
EXHAUST SYSTEMS� •
d
TABLE 50'E.4.2 N
MAKEUP AIR OPENtNG SIZING TABLE FOR NEW AND DaST[iVG DWELLlNG UNRS p
k
ONE MULTIA(.E APPLIANCES H
ONE OA AdlliTiPLE POYVER ONE OR MUL.7IPLE FAN- ATMOSPH�RICALLY THAT N
VENT OA DIRECT VENT ASStSTEDAPPLtANCES VENTED Q�AS OR O1L AAE A7iV10SPHERICALLY M
APPLIANCBS�R NO AND POWER YENT OR APPLIANCE OR ONE YENTEO OkS OR�IL PASSIVE ASAICEU?AlA ►at
C�h1BUST10N , DIRECTVENT SOUD FUEL APPLIANCE3 OR SOLi� OPEAtIA1Q DUCT r
7YPE OF OPENlN4 ApP�CES" APPLIAMC6S° APPI.IANCE° WELAPPLlANCFS° DIAMETEFi4F.a p
OA SYS'i'EM (cfm) (ctm) (chn) (cfm) (lnches) • N
Paasivc ope�ng 1-36 1-22 • 1-15 1-9 3 ra,
Paasive openin� 37�66 � 23-41 16-28 10-17 4 µ
Passive openfng ' 67-109 • 42�66 29-46 1&28 5 "
4
Passivc opea}ng 110-1b3 67-100 47-69 29-42 b �
Passiva opeaing 169-232 101-143 70-99 • 43-61 � M
Passive opening 233-317 144-145 100-135 62-83 8 �
Passive ogcnmg • � N
wi�motorized 318-419 196-258 136-179 $4-120 9 "
N
damper N
M
Pessioe opcaing � N
' withmotarized 420-539 259-332 180-230 il1-142 � 10 ,"', •
damper N
Passive opea3ng r�,
vrith motorized 540-679 333-4-19 231290 143-179 11 x�
�Pa �
N
M
PO���� N
>6'19 >419 >290 >179 � applic.able M.
A.Use t}t�s column if then are othea ffian fna-essisded aa atnoaphe�caIIy veated oas ar ofl nppHunces or If th�e ata ao eombwtion appltm�cu. M
$.Use 9�is calumn if rLa�e is oaa fan-assisted appltanca per veating system Other than atmosphericaIIy vented appGm�cu may also be iaclnded. �
C.Use this colvma if thete is oae ahmospHedcally v�nted(other thsnfsa-ass3stedj gaa a�off c�pHmice per vmffing s}�taui or one aoHd Rul appliance. �
D.Use this colamn if thece am mnitiple atmosphesicaliy veated gas ar oiE appiiaruea using a common veat ar ff thera sre strnosphert�alty vcnied gas or aal M
. epptfanee.e and solid;thel applfmu�a. ' . M
E.An squivaleat length of 100�eet of swmd smooth metal duct 3s assnmed.SubO�act 40 fect for the e�dos hood and t�feet fos each 9adegree eibow ro �
deb�nine the zam�afng Iaagth af atraight duct aIlowsble. N
F.If flwcibie dactis used,incteese tha duct diameberby one inch.Flaa'ble dnet ahall be atrebehed x�itb minlmai sags. M
CQ B smmet�ic dsmpers sra proh�3ited ia passive maheup atr opeafngs whe�enY a�oapheslcaIIY ventad appitanee io instaIlnd. N
Ii.Pawend makeup air ahail be aleehdcaIIy intGdacked with tLe Iaigest exhaust sYs�. M
• 2015 MINNES01'A MECHANICAL CODE � 37
Direc[ions-The Minnesoto Fuel Gos Code rr�ethod to calarlate fo size of a required combustion air openinQ is called the lGrown Air
lnfiltrotion Rate Method. For new constroction,4b of step 4 Is required to be fflled ooL
IFGCAPP��E.Worksheet E-1 .
Residentiai Combusdon AlrtaiculaUon Method
(for Furnaoe Boiler,and/or Waier Heater in the Same Space '
.' Step 1:Complete�remed combtstlon aPPHarue infortnation.
wmau/soiier: �[
_Oraft Hood Fan Assisted /�ired Vent' Inp�;�� , B�r • �
or Power VeM ��
WaterHeater.
DraR Flood _Fan AssTsied _Direct VeM Inpyt; gt�� ( ��l�;J''' �/
ar Power Verrt LJ
Step 2:Calailate the vdume of the Comburtion Apppance SPace(CAS)containing wmbustbon appliances. ,�7�j
The fAS indudes aN spaces mnneued to one another by code compliant openings, CAS volume- V L� 3
LxWzH L W H �
Step 3:Detertnine AirU�anges per iio,x(p,(�i)1
Oefauh AGi vatues have peen¢�mrporated into Tab1e E-1 for use with Metlwd 4b(KAIR Metlwd). ���
If the ear of mratnM(on orACHu not known,use metlwd 4a(Standard MetFwd_
S�p 4:Determine Req�red Volume forCombustton Air.(DO Npr COUN7 DIRECT VENTppp�pp��)
4a.5ta�ard Method Q�J�
Total Btu/hr input of ali[omb�stlpo apP6ance, Inpt�C}✓tU�� Btu/hr
Use Standard Metlwd wlumn inTable E-lto find Totai Required 'iRV:� ft'
Voinme('fR� � ,
If CAS Voiume(frpm Step 2)is greater t/wn 77{V then no outdoor openings are needed.
If CAS Volume(from Step 2)is less than TRV then go to STEP 5. �
4b.Known Air In#iltration RaLe{KAIR)Method(DO NOT COUNT DIRECT VENTqpPl1ANCE5�
" Total Btu/hr input of ap fan-assimd and powa vent applYances input: g���� �
Use Fan-Assisted Appltances cotumn in Table E-1 to find RVfA: ' h� �
Requtred Volume Fan Assisted(RVFA) �
7opl B W/hr input of aU Natun!drait apppar�es y ���� �u�
Use Natural draRApppances column 1nTabfe E-1 w find RyNFp: fta
� Ftequired Votume Naturat draft appliar�ces(RVNDA) -
�� Total Requfted Volume(TR1I�=RVFq+RyNDq 'I7ty���+ - TRV ft;
�
!f CAS Vdume(from Step 2)Is greatrr thon lRV then rro outdoor openings are needed.
if fJ►5 Vdume{from 5 2 7s less thnn 7Ry then a to 51E�5.
Step 5:Cakulate ihe ratip of availabie irrterior volume to ihe Wtal reqrored valume_
. RaUo=fA5 volume(from SteA 21 a6v�ded by TRV(from Step 4a or Step 4bj
Ratio=
' Step 6:falculate Reduction FacOor{RF)_ -
Rf=1 mfnus Ratio RF=1-
Stap 7:Cakuiate single outdoor openFng az if ali combustion a"v is from outsfde.
Tota!Btu/hr ioput of all Combustbn Appliances in the same GqS InP� ew/hr
(E%CEPT DtRECf VENT}
Combustkn Air Opening Area(CAOAJ: �
Total BW r dlvfded 3Q0(16tu/hr ;n2 CAOA= /30W Btu/hr per in3= in'
Step 8:Cakulate Mufimum CAOA.
MinimumCAOA=�Ap,qmu/p lfed RF MinimumCAOA- x - in'
Soep 9:Gakulate Combusqon Air Opening Diameter{CAODJ
GQO=1.13 multiplied by tbe sqaore root of Minlmum CAOA CAOD=1.13 v MMimum CAOA= in,dlameter
tqr ar�e inch in size If flex duct
1 If desired,ACH can be detemuned using ASHRAE cai�ul�on or biower doortest.follow procedures in Sectlon
G�4.
Page 5 of 6 �
�I
�
, .._.._...
. . ,, , _
IFGC Appendix E,Table E-1 •
Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance}
lnput Rating Standard Method Known Air Infi(tration Rate(KAIR)Metfiod(tu ft}
� , (8tu/hr)
Fan Assisted or Power Vent Naturai Draft �
• � 1994 to present Pre-1994 1994 to present Pre-2994
S.� 2S0 375 188 525 263
10.000 500 750 375 1,Q50 525
IS,000 750 2,125 563 1.575 788 '
20,D00 1,000 1,500 750 2.100 1,05p
25,000 1,250 1,875 938 2,625 1,313
30,000 1,500 2.250 1,3.25 3,150 1,575
3�,� 1,750 2,625 1,313 3,675 1,838
`�•� 2.000 3,000 1,500 4.200 2,lpp
45,OOd 2,258 3.375 1,688 4,725 2.363
50 000 2,500 3,750 1,675. 5,250 z,625
55,000 ' 2,750" 4,125 2,063 � 5,775 z,ggg
60,000 3,� 4S� 2,250 6,300 3,SS0
65,000 3,250 4,875 2,438 6,825 3,413
70,0� 3,500 5,250 ' 2,625 7,350 3.675
75,000 3,750 5,625 2,813 7,875 3,438
' 80,�0 4,000 6.0� 3.000 8.400 4:200
85,000 4,250 6,375 3,188 8,925 4,463
�.�00 � 4,5D0 6,750 � 3,375 9,450 4,725
95,0� 4,750 7,125 3,563 9,975 q,9gg
' 100,�0 5,000 7,500 3,750 10,500 5,�0
105,000 5,250 7,875 3,938 11,Q25 5,513
110,0� 5,500 8 250 4,125 I1,550 5,775
115,000 5,750 8.625 4,313 12,075 g,p3g
120,OQ0 6.�0 9,000 4,500 12,600 fi,3pp
125,000 6,250 9 75 4,688 13,125 � 6,563
130,C00 6,5� 9,750 4,875 13,650 6,g25
135,OOQ 6,750 10,125 5,463 I4,175 . 7,�g
140.000 7,000 10.500 S,Z50 14,700 7,350
145,000 7,250 10,875 5,438 � 15,225 7,613
150,� 7,506 11,250 � 5.625 15,750 7,875
155,000 7,750 11,625 � 5,813 16,275 8,138
160,000 8.000 12,000 6,000 16,80Q g,qpp
- 165,000 8,250 12,375 6,188 17,325 8,b63
170,000 8,500 12,750 6,375 17,850 g,9Z5
175,000 8,750 13,125 6,563 18,375 9,188
180,000 9,000 13 S00 6�50 18,900 9,450 '
185,000 9.250 13 75 6,938 • 19,425 9.713
' 190.000 9.500 14,25fl 7175 19,950 9,975
195,000 9;750 14,625 7,313 20,475 10,238
200.000 10,000 " 15.�0 7,5� 21,�0 10,500
205,000 10,250 15,375 7,688 21,525 1U,783
210,000 � 10,500 15,750 7,875 22,050 11,p25
215;0� 10,750 15,125 _ 8,063 22,575 11,288
220,0� 13.,�00 16,500 8,250 23,10d 11,550
, 225,U00 11,250 16,875 8,438 23,625 11,813
230,000 11,500 17,250 8,625 24150 12,W5
1. The 1994 date refers to dwelGngs conrtructed under the 1994 Minnesota Energy Code.The defauk KAIR used tn this section of the table is
0.20 ACH.
2. 7his section of the tabie is to be used for dwe�ings construcced prior m 1894.The defBuTt iCA1R used in this seqion of the table is 0.40 ACH.
Page 6 of 6
A'S � ✓
DAT TIME
CITY OF ORONO CALLED IN ��- - _��
INSPECTION NOTICE SCHEDULED /� - -
PERMIT NO. � CO LETED
ADDRESS 2�
OWNER ELEPHONE O.��3" ��/ �
CONTRACTOR
� DESCRIPTION ��
4~j�F90TING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ LATHE ❑ 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 ❑ FOUNDATION/REMOVAL
_
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
Q OWNERICONTRACTOR TO M Y�OU:_YES_NO �./
y COMMENTS: ��/!OG �pQ�1��' S �"` S
a�
� .S ^ ,d�� $tc�v� 4r��S S��c
o - So.-L � G l�i
�` � �a�S � eL�° �' .P�rL
a�
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� n
Q �ro.s� 6����7� USr1�' � D�Gfcc� GrDa+f��F-
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W �WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECd1/ERING PERMANENT
❑COFiRECT UNSAFE CONDITION WRHIN HOURS. ❑pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OvmerlContractor on site:
Inspector: � � �``�' �—
White CopyAnspector's File Cenary CopylSite Notk:e
�-� ��- ✓
D �/ TIME
CfTIfOFORONO CALLEDIN ��'`O ��
INSPECTION _D� SCHEDULED //D : �
PERMIT NO. MPLET D
ADDRESS - �,g0g�
OWNER LEPHONE NO. �
CONTRACTOR
� DESCRIPTION y �
� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
�OURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
� ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 O'WNERICONTIiACTOR TO MEET YOU:_YES_NO
� COMMENTS:
� ��( I�in�'c�K� ,O� �5 t�e_l� �,r�r�. —
j
0
a ���5 - �,k
0
W
�
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�`/�1�IIO�S.,SATISFACTORY:PROCEED ❑PROJECT COMPLETE
� ❑CORRECT NfORK b PROCEED �ISSUE CERTIFlCATE OF OCCUPANCY
0 ❑CORRECT W'ORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECONERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED
❑INSPECTION REQUiRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnerlContractor on site:
Inspector:
White CoPYAnspectors Flle Canary CopylSiM Nodes
�f/ C�" '
DATE/� TIME �
CITY OF ORONO CALLED IN - 7
INSPECTION O CE HEDULED '- a"� ��
PERMR NO. �� MPLFfE
ADDRESS � �� �`"���U�J�
OWNER TE PHONE N . `-�8�`
CONTRACTOR -
� DESCRIPTION � �w
4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FI L
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLI
O $�FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
Q ONfNERICONTNACTOR TO MEET YiOU:_YES_NO
�Z � �0 �O
COMMENTS. r� ✓`�
� r��a�t97 d�-. c✓/d r-.:r.w<< tb�tr-d �M , r�it,•c�
oi�,�ie/cr�Dh v� t.1•s7''..r �rvo�,"►-�.� o
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° �� To be G� •�'l�
W
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2
�
w
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� �WORK SATISFACTORY:PROCEED ❑PRW ECT COMPLETE
W ❑CORRECT V1fORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK�LL FOR REINSPECTION TEMPORARY
V BEFORECONERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN
INSPECTOR WlLL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Catl for the next inspection 24 hours in advance. (g52) 249-4600
OwnedContractor on site:
Inspector:_ ._�„�r1�'J �
White CopyllnspecMr's FHe Canary CopylSite Notiee
/ J
DATE TIt�AE
CITY OF ORONO CALLED IN =?�
INSPECTION NOTICE SCHEDULED
PERMIT NO.� � � ' � � co LETED
ADDRESS ' �-� � t ��
OWNER TELEPHONE N�/� �a'���OS%
CONTRACTOR l.�h' �G n�
r'�'
� DESCRIPTION
l� ❑ FOOTING ❑ DEMO FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
? ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OVYNER/CONTRACTOR TO MEET YOU:_YES_NO
y COMMENTS:
� _6�� «,-� � -
J 5�.�s �a De�
0
� - l��t�tc t�-�,�a�tic - -����
�
0
�
� � �j e.s�e�Q a� ��
Q r r��•� t ,�
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W
�
W
� �� � �a�i.«i -�
J
W�AF�(SATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE
� ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail forthe next inspection 24 hours in advance. (952) 249-4600
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, S s�-
� TIME
DATE
CITY OF ORONO cnLLED IN
INSPECTION OTICE SCHEDULED — �
PERMR N� 1 COMPLET D�
ADDRESS �
OWNER LEPHONE O �' � �
CONTRACTOR
� DESCRIPTION ew
4~j ❑ FOOTING ❑ DEMO-FIN ❑ SEPTIC FINAL
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O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
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�I ��- OUT 11EADEF TO WALL STUDTHIGKNE55) OUT HEFDER TO WALL STUD THIGKNESS) i� I,i l i I l l��� I � THICKER PIYWOODiOSB EMERIOR
I SHEATHING FASTENED TO STUDS rvi
FASiEN TOP PLATE TO HEADER w/(2) 1 ed NAILS @ 4'O.C.AT PANEL EDGES
SMALf.I{qTCHARFAINDICATCS/FOF1 FASTENKINGSTUDTOHEADEFw/ .wi � `,�� �� I II lI I� 8@12'OCATINiEFIORSUPPOFTS
THII;KERPLVWOODORO5B5HEATHING I . � ROW516tl51NKERNAllS@3"O.C. (2�qOW516tl51NKEPNAILS@3 O.C, 1 w I 1 I 7II : II I
APPLIEDTOEXTERIORSIDEOFSTUDS .f II p t 11 I � .I
(NAILSHEATHINGAROUNDPERIMETERw/(2) . � LOCATEPANELJDINTWITHW2'-D"FROM I �- II II� I 1 �rI I� � nPICAL2x6STUDS@16'O.C.
FOWS Btl NAILS @ 3"O.G STAGGERED 8 TO ' CENiER OF WALL HEIGHT AS REO'��2x SOLI� Iz)Zz6 BEARING STUDS MIN. O I I I �
PL4TESIBLOCKING@3'O.C.) ,.� � (VEFIFYrvISUPPLIER) I'�I�I �� �I�_� . I� I:� �I Iq��—� �� II
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5„ I � �t i 2x6 BEARING STUD 8(il 2x6 Fll'�L - . � ' � . ' � � SHOWN�PROVIDE 2x BLOCKING IN
/E�ANCHOR BOIT�]"MIN.EMBED� HEIGHT KING STUD AT END OF HFADFi� � � � � � FLWR SPACE AS REQ'D)
rv/2'x2"z%s'PIATCWASHFF � � . . ' . . _
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� FRAMING DETAIL � � FRAMING DETAIL
SIMPSON hTT5 HOLDOWN FNCHOP
5z (�40.4GEFRONTPORTALFPAME SZ PERFORATEDSHEARWALLR4ISED �TLOCFTIONSSHOWNNAILE�TO
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SHEATHING FASTENED TO STUC�S�v�
7 etl NNILS @ 4"0 C.HT PANEL EDGE�
1 8@ 12"O.C.AT MTEFIOF SUPPOFiTS SIMPSON HTTS HOLDOWN
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��I �I I HDSCFEW-INANCHOFINTo a sp r ep a re d by m e n d e r my d' � pe rv i s i o n
� I CONCREiE and t�at I am a tluly Licensed Protessional Engineer
I ������l, ,j�l l.�� II �l� FAS7EN BOTTOM PIAiE under ihe laws of�he S�a�e of Mlnnesota
� � w/(3)16a NAlls EVEHY ts" Signed �/�-- ���
I 1�" 1 ir� ��" >> 1
-- �- Prin�Name-. Rv n Mack
II NAILEDNO'DOUBOEDOU SANCHOR � FOUNDATION
I . I.I I��I� j� �� � I l' �, ��l� III: � II� � I �`� �BELOW Date-. 10-24-17 License Numbef. 46673
� J�"0 THFFADEO ROD rvl NUT&
WASIIERATHOLUOWNEND . '
. � ' � � � � � . � �� BLOCKTHROUGHFLOOF
� SVSTEM BELOW STUDSAS FEO'D
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— SZ POST-INSTALLEC HOLDOWN OPTION
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. - � � �. �� . PlymouN,MN55441
PROVIDE y"x 4"CONCRETE Te1 61 2-10 835�2
SCREWS @ 16"O.C.THRU SILL PLATF_ rrrv.hanaongroupmn.rom
/�� FRAMING DETAIL '"T°F°""°AT'°""TT"'S""q"
/ + 1 PORTIONINADDITIONTOANCHOR
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ABOVEFLOORSYS7EM
NOTE
INFOAPPLIESSYMMETRICALLVACROSSDETAIL. 0�ne e$� ence
690 Pinehurst Court
Orono,MN
Project Number: 7.593 ^�
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Sheets�. 2 of 2
mGOPYRIGHi HANSON GROUP.LLC 2017
� SLbPE
DESIGN ANL�DETqIL OF THE NWIN WINDFORCE FESISTING SYSTEM FOR A SING�E-FAMILV FESIDENGE.
CONSTRUCTIONISTOBEINACCORDANCEWITHTHISDOCUMENT,STANDARCINDUSTFVPFP.CTICE.AN�THE Norton Homes
cooe.
NOTES 18215 45th Avenue N,Suite D
1.THESE DOCUMENTS APPLV TO STRUCTURAL ONLV.REFEF TO HOUSE PLANS PREPARED BV BRUCE LEHRER,
nacHirecrustoateoicianFoa MoaewFoaMnrioN. P� fT10UYh,MN 55446
2.ALL EXiER10R WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE W ITH THE FOLLOWING CflITEFIF.U.N.O., y
WHIGH MEETS OR EXGEEDS THE REOUIFEMEMS OF CODE SECTION R60210.4-WSP AND CS-WSP.
A.2x6 STUDS SPACED @ 16"O.C. - --� ���'� -�-
B.EXTERIORSHEATHING:%s'MIN.STFl1CTURP.LPANELSHFATHINGw/BdNAILS@6"O.CATPANELEDGFS ��-� �-� ��- ���- ��-" �--- -��- - �
PND12"O.C.ATINTERMEDIATESUPPORTSOFI�"16GAUGESTFPLES@3"I6"SPAGING, r�-:�aG� -�-'� � "� �:s �..... Rev�is�ion Date Desc�iption
3.ALIINiERiORWALLSAFETOBECONSTRUCTEDINACCORDANCEWRHTHEFOLLOWINGCRREFIA,t1.N.0. - � .
A.2zG OF 2t6 STUDS SPACEO @ i6"O.C. � e��'� z
B.WALL SHEATHING:yz"MIN.GVPSl1M SHEATHING FHSTENED TO FRAMING rvl5d COOLER NAILS @ B"O.C.MAX. �� E g _ 3 � ����
OR TVPE 5/W WALLBOARD SCREWS @ 16"O.C.MA%.(�"MINIMUM STUD PENETRATION) PROVIDE HOL�OWNS
9.ALL FLOORS ARE TO BE GONSTPUGTED IN NGGOFDANGE WITH THE FOLLOWING CFiITERIA. �'. AS SHOWN W�'S2
A FLOOR FFiAMING SPACED AT A MAXIMUM OF 26"O.C. � ���.
B.FLOOR SHEATHING:�'STRUCTURAL PANEL SHEATHMG rv/Bd NAILS @ 6"O.0 AT PANEL EDGES AND 12'O.C. ���. -
AT MTEFMEDINTE SUPPORiS. ���
5.ALLROOFSARETOBECONSTRUCTEDINACCORDANCEWITHTHEFOLLOWINGCRITERIA. BRACEQ �,�-F''�
A.ROOF FRAMING SPACED AT A MNXIMUM OF 2A"O.C. PROVIDE TOP OF WALL WALL LME
B.FFSTEN ALL ROOF FR4MING TO TOP PlATES WITH SIMPSON H2.5 CLIPS OR EOUIVALENT ANC�3)etl CONNECTIONS SHOWN FOR ..
TOENAILS. BRACED WALL PANELS ALONG �
C.ROOFSHEATHING:yi'STRUCTURALPANELSHEATHINGwietlNHiLS@6"O.CATPANELEDGESANDI2"O.C. INDIClTEDPORTIONOFWALL ` ����� ,.
AT IMERMEDIFTE SUPPORTS OR 1%"16 GAUGE STAPLES @ 3"/6"SPACING. -� �� ������������������ �� � '
6.ALONG LENGTH OF WHLLS,lAP WALL TOP PIATES A MINIMUM OF 24"AND FASTEN TOGETHER WITH(8)164 �_ ���
.,.�
NA LS N LAP 20NE AT CORNERS AND WTERSECTIONS lAP PIATES AND PROVIOF 2 tOtl FACE NAILS.
I) i
].CONNECTIONS NOT SPECIFlCALLV NOTED AFE TO BE IN ACCORDANCE WITH CODE TABLE R602.3�1). . . ' "' � v=_��n � PLANS SHOWN LIGHT IN BACKGROUND AF[�OF
8.FRONTENTRYPOPCHANDDECK/RECONSIDEREDPRIMHRILVOPENNON-ESSENTIALSTRUCTURESANDNRE ---- �--�� .,-.�
EXCLUDED FROM THE OVERALL MNIN WINDFORGE SVSTEM OF THE HOME PFOVI�E LEDGERTENSION AND BRACED �z�`�'�) �4�) `^�'�� LOCATION REFEFENCE ON�Y.PIAN NOT[SAND
POSTUPLIFTCONNEGTIONSPERCODE. WALLLINE - ��- --- '-�- �� �� � ELEMENTSSHOWNLIGHTMAYNOTNECESSARILY
_ � ��.} Sl1PPORT THE WINSON GROUP'S DESIGN.
M/aTERIALS
�.
WALL STUDS(10'OR LESS�: SPF STUD GR4DE OR BETTER '
WALL STUDS(OVER 1D'�: SPF NO2 GR4DE OR BETTER
15L5TUD5: 1J4'WIDTH-1.3EORBETTER �' ' �„
.. . _.... ..... ,,.. ... .-
DIMENSIONNLLUMBER: SPFN02GR4DEORBETTER �-� �'� � � ��� ' " ' - � ���� ` -� �.",'�- -.
TREATEC LUMBER SYP NO2 GRADE OR BETTER
�SL BEAMS: 1�"WIDTH-1.SSE OR BETTER
LVL: 1%"WIDTH-19E OR BETTER
� REFERENCE PLAN
LOADS 51 pqRTIAL LOWEF LEV[L PLAN SHOWN
ROOF SNOW LOAD: 35 PSF
FOR LOCATION REFERENCE ONLY
ROOF CEAD LOAD: 15 PSF
FLOOR LIVE LOND'. 40 PSF
FLOOR CEAD LOAD: 15 PSF
WIND LOAD: 90 MPH EXP.B
COCE
2�15 MINNESOTA RESIDENTIAL CODE
_... ..._.. ...._. ....... ......... ......... ' ...._. .____ .._..__ .___. _..... ....._
(MIN.LENGTH) '
o Z
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� -INDICHTES EXTERIOR BRACED WALL PANELw/SHEATHING ON EXT[RIOF FACE IN ACCOR�ANCE wl NOTE 2 PROVIDE ¢J ,
INCREASEDFASTENINGREQUIREMENTSASSHOWNBELOW. PROVIDETOPBBOTTOMOFWNLL '� �� '� ,
CONNECTIONS SHOWN FOR CONSTRUCi m 3 '',
�MIN.LENGTH� BFAGEDWALLPANFISALONG SHEARWALLAS . , �'�,
� -INDICFTES IMERIOR BR.4CED WALL PANEL rv/GYPSUM SHFATHWG BOTH FACES WRH EITHER FASTENEF OPTION LISTED IN �NDICATED POFTION OF WFLL SHOWN W&52 �,
NOTE3.SPFCEDAT4'O.C.PROVIDEINCREASEDFASTENINGREQUIREMENTSASSHOWNBELOW. �- "`�--.-'`---�--"-�-''
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PEPRESENTS � ROOFTRUSSES . , .
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NETWEEN ROOF ��`
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TRUSSESNAILED TFUSSES � "' E : �
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ANDFASTENINGFS �3�BtlNNILSEACH � " �'- � - ���` �
WNLLBELOW NAILBOTTOM � "' " ' S y � -
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ADEOUFTEC'EPTH �LADDERTRUSS (a10.131"O SIMPSON `S � . ��_ .._ _ '_ . FRP.MENSSHOWNIN
2xMEMBEIi NAILBOTTOM �y/�3)t6dNNILS x3 NAllS q35 ��� � - ��,'� ; � � .. 1/5251M.MIRROflED
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SCREWS @ 16 O C. �3)160 NAILS WALL PANEL ANGLE . �'� >�� ; � --- ���P ... . `� `-
WSTFLLEC I�' EVERY 16' EACH END �. : —• ...
AD�ITION TO Nl�ILS NAIL LAD�EF BRACED WALLCONNECTION ��3' � g ' '�"`'"�
�UPPERLEVELROOF NAILEACHTRU55 TRUS5T0 TOP 1� �3 �
TFUSSBFARING �TOTOPPLATESrv/ PLATESrv/Btl (ROOFTRUSSES� �� { _ �
WALLSDNLVI �3�BdTOENAILS �. , . ' � _ . .
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EXTERIOR BEARING WALL EXTEFIOR NON-8E/+RING WALL - ' -
,.. .�_ -_ ,� - � - and ihat I am a duly L ce setl Profess onal Engineer
2r4 BLOCKING - " � ( � .. � � CONSTRUCT POFTAL undet the larvs ot the S�ate ot Mlnnesota.
PROVIDETRUSS " '
BETW EEN (41 0.131"C� yF7) �2�5�T) (2.5 � � FRNME NS SHOWN IN 1/52 � /Y�!
TRUSSESNAILEC DIFEGTLYINLINE x3 NAILS �� B�CED � � �� y� � �ri .�.� . Signed: �/ - v�
wl BFACED WNLL — - • ' e •'�. �.._,�. ._ -o •.
TOTOPPL4TESwi PANELFASTENED gqqC�D WALLLINE �� , -- , . ; .- - - ,._. .... ;.. .,
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(MIN.(3)PEF BRACEC P�TE f . ^ ..
WALLPANEU EAGHEND ��. � g
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I6tl NAILS EVERY 16" 16d NAILS EVERV 16" W�LL PANEL) FPAMING SHEARWALLAS � �� .�
PLATE
PROVIDE FULL DEPTH BMCED EACH END �. SHOWN IN 3152 F �� �� � ��,
PROVIDETRUSS WALLPANFL �
BLOCKWGBETWEEN �� --- r ��. �, � .
TRUSSES NAILED TO DIRECTLY W LINF „,... � . ..... � ""' "' "'' ' � ���. 3Ao]Kilmor lana NOM
TOP PLATES wl(3)etl wl BRACED WALL Inl 0.131'4J ' :-. -,-.,......�_. _ . . " ___�o. r- ....___ �--�..',. ... gui�e 4
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TOP PLATE rvi(3)ed THUSSES
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iNrraioHeenaw�wn�� wreiiioHNON-senaiNcwn�� eanceownucoNNecrioN � REFERENCE PLAN
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JOISTS/�RUSSESIBLOCKINGNBOVE,HNDTOJOISTS/TRUSSESIBLOCKINGBELOW.THESEPANFLSARFNOT qLTEPNATIVECONNECTIONSTOBE 690 Pinehurst Court
NECESSARILV FEOUIRED TO ALIGN,BUT MAY DEPENDING ON PIAN IAVOUT. USED WHEN BPACED WALL PANEL
DOESNOTNLIGNWITHFMMING. O�On�,MN
THESESHEETSFEPRESENTACOMPLETEDESIGNOFTHE MAINWINDFORCERESISTINGSVSTEM FORTHEENTIRERESIDENTIFL
STRVGTUftE.THE LOCATION AND LENGTH OF EACH BRPCED WALL PANFL AN�ENGINEERE�WIND FESISTING ELEMEM THAT IS REQUIRED FOR
THE HANSON GFOUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS.WAI.LS NOT SPECIFICALLY IABELED ON THE PlANS MAY BE
STANDARD FRAMING.
Projec�Number: 7,593 ^ �
Daie'. October24,2017 �`),
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JOB#:64685-002-005 REVISIONS 2�ERs s�R� LANDSCApE PLAN
FIELDCREW: w ' p SATHRE-BERGQUIST, INC.
DRAWN BY:EMW - PREPARED FOR 20 1 O O lO 20 4O
m ,,,,i ,- � 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000
CHECKED BY:DBP �
DATE: 11-03-17 Nc�FRs P�P�2� NORTON HOMES SCALE IN FEET
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