HomeMy WebLinkAbout2017-00709 - addn/remodel/repair � CITY OF ORONO * z 0 1 7 - 0 0 7 0 9 *
2750 KELLEY PARKWAY DATE ISSUED: 10/03/2017
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 1415 PARK DR
PIN : 07-117-23-42-0042
LEGAL DESC : SAGA HILL REVISED
: LOT MB BLOCK 15
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTN[TY : 434-RESIDENTIAL
VALUATION : $ 50,000.00
NOTE: DECK AND LANDSCAPING
APPLICANT PERMIT FEE SCHEDULE 715.92
STATE SURCHARGE(VALUATION) 25.00
BRANTER, BRIAN AFTER-THE-FACT FEE 715.92
1415 PARK DRIVE
MOLJND,MN 55364- TOTAL 1,456.84
Payment(s)
CHECK 1467 1,456.84
OWNER
BRANTER,BRIAN
1415 PARK DRIVE
MOLTND,MN 55364-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within l SO 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 aIl required inspections are
requested in conformance with the State Building Code.This permit may be �
revoked at any time for d ause.
�0�3 z�► D � ��C �U i o �i l
Ap ' e ' e Signature Date Issued By � ature Date
' G�'" �.11
CITY OF ORONO Q,+M���-�
BUILDING PERMIT APPLICATION
FOR NEW STRUCTURES OR ADDITIONS ���� � t�+--'�Q�
�O� � Mailing Address: _ _ Permit number: � � ��
PO Box 66 _��,/
� � �,f Date received:
C �l Crystal Bay, MN"5532 -0066 / ��
� � pj Received by: � ��
� � Sfreet Address��' ��
2��, � � �{�J 2750 Kellej7,Parkway � � Plan reviewfee: ��
� �' � Orono, MN 5�b6 ) Q� �f p
�kESH��� � Main: 952-249-4600
Total Fee:
Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: I�-{ ( -�j (�/� (� �C— �/LL`0�� Q2p.1/J M� �5,3� �
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 Department and City Council approva160 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:
State License# Expiration Date:
Phone: (cell) (office)
Mailing Address: City: ZIP:
Contact Person: Applicant is: Contractor / Homeowner (Circle One)
Email and/or Fax:
PROPERTY OWNER INFORMATION:
Name: ►3 rt r� P��z�. r-lv�r
Phone(day): �i a - (� y �-1 - (Q U S f
Address: — /}� � ��2. Cit : rc u-,,/p ZIP: �5�lv
Email and/or Fax t,,. �,.i e �c� ��-r�� , t�.,-..t,
ARCHITECT/ENGINEER INFORMATION:
Name: n��r�� �l s�-�r 2.r ~ v u T-,vvoVc �'x ��-,��1
Phone (day): ies-1-SO 3-G 5 FS 5"
Address: a 3�l,�" ipr�yt/s'��..� �T City: L�-,�/� C�t ZIP: S-��
Email and/or Fax: ,.�,, I�w,,� {; � o w �a�oor ekc �,ats, � v�-•1
PROJECT INFORMATION: Description of project:
1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal&
Water Supply
❑ New Construction ❑Single Family with ❑Accessory Bldg./Garage
❑Addition attached garage � Deck ❑ Public Sewer
❑Accessory Building ❑ Single Family with ❑Office/Commercial
❑ Relocation detached garage ❑ Residence ❑ Private Sewer
�Other:(specify) 17 L�G 1�. ❑ Multiple Family/Condo ❑ Retaining Wall(s)
❑ Public 4-feet or greater ❑ Public Water
**Any earth movement may also require ❑Commercial ❑Storage
MCWD review&permits. ❑ Industrial ❑Warehouse � Private Well
Minnehaha Creek Watershed District(MCWD) � Other: (specify) ❑Other(SpeCify)
15320 Minnetonka Blvd �C5 n'Jtrr✓Tctr�-
Minnetonka, MN 55345
Phone: 952-471-0590 ���'�
Fax: 952-471-0682
www.minnehahacreek.orq
Estimated Construction Valuation (excluding land) $ '$Oi CJ U O.0 0
Last Updated: January 2016
STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued)
a. Length (ft.)= Number of bedrooms= 2. Occupancy: ��/�C:`" f
b.Width (ft.)= Y'D i"x1'L � Number of garage stalls:
�tZ, i�T ��� 3. Occupant Load:
Areas in square f Attached=
S E�
c. Basement= n��'^�S Detached= 4. Type of Construction: ���
d. 15'Story = �
e.2"d Story= 5. Code Edition: �v� 7 /"L���
f. '/z Story =
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed Applicable
❑ ❑ Buildin Permit Escrow A reement and Fees
❑ ❑ Plan Review Fee
� ❑ Com leted A lication Form
IF ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set
❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
� ❑ Survey—2 full size,to scale(meeting ALL survey requirements)
❑ Hardcover Calculations
❑ ❑ Se tic S stem Certification
❑ ❑ Minnehaha Creek Watershed District(MCWD) Permit or
Documentation from MCWD statin no ermit is re uired
� ❑ Landscape 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 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 femporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of as-built survey and all site improvements.
ApplicanYs Signature: Date: �O �Z � t
Owner's Signature: Date: ��( � (�
Last Updated: Jan 6
Builder Acknowledgement Form
Permit #2017-00709 / 1415 Park Drive
Builder Representative Name: �� �����_��
Permit Conditions: Initials
Provide torque logs with permit.
r f , �
r� �I� � Ct�; �U�'�,� Y1'Ll;'l�
Prior to the ' � f r +�f�� r {^ a,,..y�an as-built survey and hardcover calculations
must be submitted and approved.
Advisory Comments
Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining
walls, etc. not currently shown on the approved survey and landscaping plan will require a
separate Zoning Permit application to be submitted and approved prior to the work
commencing.
Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the
height of the lower wall require engineered plans and a building permit to be submitted and
approved prior to construction.
w:\street files\park drive\1415\builder acknowledgement form 2017-00709.docx
. PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: ��� �1711 P— �• Permit No.: !.�� l ' ���
Description of work: Date Rec'd: (D'�-�I•�^]
Septic review by: J[�[� �''" W �� Date Approved: �~
Zoning review by: Date Approved: �� ' �' �
� �
Building review by: — Date Approved: � f
�
Grading review by: Date Approved: 1G/ r�'JL l�
I ,�) ! �
Zoning District: �--I' , ,i:J Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA
Zoning: Lot Area: �� ' �� �.- �"F%AC Width: Structural Coverage: SF %
c " }� :.. _�
S��$'ubrhi t f ed: � Yes � No Date of Survey: Revised date(?):
_ �' , . .
Landscape plan submitted? � Yes Landscaper: > �,�{���:�_.) � � . ♦�� ti.- 0 No/ None proposed
Pro osed Setbacks:
�nt(Lake) �(Street) ( N S E� W ) ( N S E !� Other Buildings Wetland
� Si�le Side
__. �� � , ,
� i�,��
Buildinp Heiqht Analvsis: �
Distance Between First Floor and defined Top of ,�--
Roof See "buildin hej hY' definition : �a� � 'J
First Floor Elevatio � from buildin lans : (b)
,
Highest Existi �ground level (per survey) or 10' ���
above low round level, whichever is lower: ;�'
Differe e between b and c : (d)
DEFINED HEIGHT If highest existing grade is:
_ above FFE-Height is(a)-(d)
below FFE-Height is(a)+(d)
Shoreland District MCWD Permit Average Lakeshore Setback Bluff
Met?
Permit Number. 0 No � N/A 0 Yes
Yes � No 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
' � J'� 0 Yes -l� � Yes '-Pb
� 2 3 4 5 ( �
� _ _ �_i._ TYPe(S)� TYPe(S)�
Updated: October 2016
v:\forms�plan review checklist 10-2016.docx
Fees to be Char ed YES NO
Permit �,
Plan Review .
State Surcharge �
Investigation Fee �.
SAC-Number of SAC Units (/
Other(specify) V
S uare Foota e $ er S uare Foota e
Basement X = $
1 St Fioor X = $
2nd Floo� X = $
Garage X = $
B�
Estimated Construction Value: $ ��,��(� �
�
Orono Inspections Required Work Requiring Separate Permits
0 Footing 0 Site � Plumbing 0 Grading/Filling
0 Poured Wall 0 Silt Fence/Erosion Control � Mechanical � Fire
� Foundation Survey 0 Hardcover Removal � Fireplace 0 Water Connection
� Framing 0 Other(specify) � Masonry � Sewer Connection
0 Waterproofing/Drain tile � Mfg. � Lawn Irrigation
0 Foundation Waterproofing � Other(specify) 0 Landscaping
.
raming
� Insulation
� As-Built Survey
Final
0 Lathe Required State Permits
0 Other(specify)
� Well 0 Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
�-S�e Builder Acknowledgement Form
� Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
c11� ,1 �.' " �, r� _1���,� ��
�
Updated: October 2016
v:\forms\plan review checklist 10-2016.docx
Ci#y of Orono
� Hardcover Calcul�tion WorksF��+et
. . Propert�,a�dres�: r�-1 i 5 p+�vyc.K o�. �,�a� .r�!
s �
�`' � ` Pre ared b
P y' �t�l�,�c tc �,�it�' Date: �/1 a/�c.�
�tormwafer Quality Qve�tay Distri�t Tier. (Circie onej Tier 1 Tier 2 Tier 3 Tter 4 Tier S
S��i �• '., ..��rr, , ...-. .... . . . __. . .
!n the fallowing tabl�, identify all iterns of proposed h�rdcaver on the properly, key�i bY i�et� to
Certif'aate of Sunrey �surv�y must ac�om�ny this form), lr�dude a�l eacfsting hardcov�r items tha#ar�
intended to rern�in, as vu�li a$ ail propc�sed har�dc�pver Rems that will be�dded. Use as many lit�es as
n�sry to a�ra�aly depict pr�ap�sed hani�aover st�tus of the prop�rty. For Tier 1 prop�rtiss, iderrtify
any fe�rtures :by lef�er v�hir� ac� spkt at the 7�' se�dc line and caiculate hardcover square ft�otage
ara for each rpon.
S ry� Hacdc:over Item(Descrfbe) ��9th x� �a uare Feat
� 'x 3b' �20 S,F.
/� g
B:F.
S.F.
� � S.F.
� 5.F',
� S.F.
8. .
G S.F.
H .P.
� � 8.F.
J
K &.f.
� . s�:F.
M _ S.F.
� S '
� S.F.
P S.F.
Q S.F.
�t S.F.
S S.F.
� S.F.
� S.F.
� S.F.
w s.�.
x s.F.
Y .F.
Z S.F.
9.F.
1 T,�tal P #iatd r S.F.
Ex,C s�• Sse:6 Gode$sc?8�1
;F.
_ S.F.
S.F.
S,F.
2 Ta�l S.P.
S.F.
1�et Hardcxrver Subbau�Me 2 fr�un Gne 1 S.F..
4 To�al Atea S.F.
awposea I�ndaawer Per�e� t!�i+f�)] �3 . S6
•
This is an��ion peid�et►e9erdi�hls►z�ver. Ev�e►y efli�rt hss t�►made tn insa�a Yhe.ecc�racY of bie tr�»e�oor+tafnetl
here�;/lOwever,Ii any iMoimetbn is rrot cons�SM9nt�prov�Jfw►s t�tl'�e C!!Y Cod9,Mi9 Code pra�fons wi9 pn9va�
Ae�e 9 c�9
Christine Mattson
From: Christine Mattson
Sent: Thursday, September 21, 2017 11:09 AM
To: 'bratnerd@gmail.com'
Cc: 'mhauri@outdoorexcapes.com'
Subject: RE: 1415 Park Drive/#2017-00709
Attachments: Hardcover Information Packet-2014.pdf
Good Morning,
Roger has completed his review of the deck plans. My email in July(see below) requested updated hardcover
information. Attached is the City's Hardcover information packet. Please submit updated information for our review.
Thank you!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono ( MN I 55356(physica/address)
PO Box 66 ( Crystal Bay I MN I 55323-0066 (mailing addressJ
'� 952.249.4620 I 8 952.249.4616
� cmattson@ci.orono.mn.us I �www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: November 10,2017
From:Christine Mattson
Sent: Monday,July 17,2017 1:38 PM
To: 'mhauri@outdoorexcapes.com'<mhauri@outdoorexcapes.com>
Cc: 'bratnerd@gmail.com'<bratnerd@gmail.com>
Subject: 1415 Park Drive/#2017-00709
Mark,
We received the hardcover calculations you prepared for the deck addition and driveway alte�ation at 1415 Park Drive
(copy attached). Unfortunately the hardcover calculation numbers you submitted are based on the pre-existing
hardcover, prior to the addition. As a starting point I have attached a copy of the proposed hardcover calculations
submitted with addition (permit#2016-01423). Please prepare updated hardcover calculations and submit at your
earliest convenience.
Thank you and don't hesitate to contact me if you have any questions.
Christine Mattson
1
Planning Assistant
City of Orono
2750 Kelley Parkway 0 Orono � MN I 55356(physica/addressJ
PO Box 66 0 Crystal Bay I MN � 55323-0066(mailing addressJ
'� 952.249.4620 0 8 952.249.4616
� cmattson@ci.orono.mn.us � �] www.ci.orono.mn.us
Summer Office Hours: (Mondoy, May 22 through Friday,September 1,201�
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday,September 4, 2017
2
Christine Mattson
From: Christine Mattson
Sent: Monday,July 17, 2017 1:38 PM
To: 'mhauri@outdoorexcapes.com'
Cc: 'bratnerd@gmail.com'
Subject: 1415 Park Drive/#2017-00709
Attachments: SKM_C654e17071612220.pdf
Mark,
We received the hardcover calculations you prepared for the deck addition and driveway alteration at 1415 Park Drive
(copy attached). Unfortunately the hardcover calculation numbers you submitted are based on the pre-existing
hardcover, prior to the addition. As a starting point I have attached a copy of the proposed hardcover calculations
submitted with addition (permit#2016-01423). Please prepare updated hardcover calculations and submit at your
earliest convenience.
Thank you and don't hesitate to contact me if you have any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono I MN � 55356(physical addressJ
PO Box 66 � Crystal Bay � MN I 55323-0066(mailing addressJ
'� 952.249.4620 I 8 952.249.4616
�cmattson@ci.orono.mn.us ( � www.ci.orono.mn.us
Summer Office Hours: (Monday, May 22 through Friday,September 1,201�
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday,September 4,2017
i
�
AD VANCE SUR VEYING � �NGINEER�NG CO.
I hereby certify that this report was prepared by me or under my direct supervision and
that I am a licensed professional land surveyor under the laws of the State of Minnesota.
. ��.� �. ��,
Joshua S. Rinke PE No. 52716
Step 2: PROPOSED HARDCOVER
In the folJowing tabie identify all items of existing hardcover on the property, keyed by letter to
Certi#icate of Survey(survey must accompany this form). Use as many lines as necessary to
accurately depict existing hardcover status of the property.
ey o
Survey Hardcover Item (Describe) Length x Width Total�Square Feet)
E��P� Gara e 24 x 30' (720 S.F.
ouse • � ,6 .F.
ec steps on t ort si e o ouse ,F,
creen orc on ort si e o ouse ,F,
a cony on t e Nort si e o ouse 1
oncrete su aces 4 S.F.
�tuminous rive 1
e
H ' Dec at s e
1
K .F.
� S. .
P
.F.
.F.
V S.F.
S. .
X '
1 Total Pro osed Hardcover 6 683 S.F.
Fatcludable Hardcover See Code Sec 78-1684
S.F.
Decks with 1 4"spacing(Width needs to be verified) 100 S.F.
S.F.
S.F.
2 Total Excludable Hardcover 100 S.F.
3 Net Pro osed Hardcover Subtract line 2 from line 1 6 S83 S.F.
4 Total Lot Area 32142 S.F.
Proposed Hardcover Percentage(�3)/(4)] 20.48%
Za�� - o�4�3
City of Orono
RoNo , Hardcover Caiculation Worksheet
,
� 4`�� Property Address: �c�I S PA'21c OQ.
�KES����� Prepared by: Date:
M�k y��+�t.�' 4 /�� �a o i'7
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVER
In the following table, identify all items of proposed hardcover on the property, keyed by letter to
Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are
intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as
necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify
any features by letter which are split at the 75' setback line and calculate hardcover square footage
separately for each portion.
Key to Hardcover Item (Describe) Length x Width Total
Survey (Square Feet)
Exam le Gara e 24'x 30' 720 S.F.
A .� S.F.
B Y, S.F.
C O S.F.
D S.F.
E 0 S S.F.
F � F J Q S.F.
G i!•- Z p 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 Pro osed Hardcover S.F.
Excludable Hardcover See Cit Code Sec 78-1684 :
S.F.
S.F.
S.F.
S.F.
S.F.
2 Total Excludable Hardcover S.F.
3 Net Pro osed Hardcover Subtract line 2 from line 1 S.F.
4 Total Lot Area S.F.
Proposed HardcoverPercentage [(3)=(4)] a � d a %
This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained
herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail.
Page 9 of 9
Christine Mattson
From: Adam Edwards
Sent: Friday,July 14, 2017 927 AM
To: Christine Mattson
Subject: RE: 1415 Park Drive/#2017-00709
Chris,
I've reviewed the grading plan as it applies to the deck and driveway change and stamped it approved.
Adam
From:Christine Mattson
Sent:Thursday,July 13, 2017 3:41 PM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Subject: 1415 Park Drive/#2017-00709
Adam,
We received a building permit for a deck addition. It also appears they are changing the driveway configuration. I have
tabbed a copy of the site plan submitted for their addition showing their current driveway configuration. Please review
and let me know if you have enough information regarding the driveway change.
Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono � MN � 55356(physical address)
PO Box 66 � Crystal Bay S MN I 55323-0066 (mailing addressJ
'� 952.249.4620 I 8 952.249.4616
�cmattson@ci.orono.mn.us � �i www.ci.orono.mn.us
Summer Office Hours: (Monday,May 22 through Friday,September 1,201�
Monday-Thursday: 7:30 am to 5 pm
Friday: 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday,September 4, 2017
1
Christine Mattson
From: Christine Mattson
Sent: Monday, November 28, 2016 2:17 PM
To: joe@rhousedesignbuild.com'
Cc: Roger Peitso
Subject: 1415 Park Drive/#2016-01423
Joe,
We have the building permit for 1415 Park Drive almost ready to be issue. I understand the Building Official has
requested an energy calculation form to be completed and submitted. Please forward or drop off at your earliest
convenience so we can proceed with issuing the permit.
Please don't hesitate to contact us if you have any questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway ( Orono I MN � 55356(physical addressJ
PO Box 66 � Crystal Bay I MN 0 55323-0066 (mailing addressJ
'�' 952.249.4620 I 8 952.249.4616
� cmattson@ci.orono.mn.us � � www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Friday, December 23,2016
Monday, December 26,2016
Monday,January 2,2017
Monday,January 16,2017
1
Christine Mattson
From: Adam Edwards
Sent: Wednesday, November 16, 2016 1126 AM
To: Christine Mattson
Subject: RE: 1414 Park Drive/#2016-01423
Stamped approved
From:Christine Mattson
Sent:Tuesday, November 15, 201612:20 PM
To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us>
Subject: 1414 Park Drive/#2016-01423
We received a building permit application for an addition to the existing house. As a side note,the current house was
constructed over two separate lots and PIDs. The property owners requested to have the lots combined in January of
2016; however Hennepin County records do not reflect this request yet.
Please review and provide comments. Thank you!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway ' Orono I MN � 55356(physical address)
PO Box 66 � Crystal Bay I MN � 55323-0066(mailing addressJ
'� 952.249.4620 I 8 952.249.4616
� cmattson@ci.orono.mn.us I �] www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Friday, November 11,2016
Thursday& Friday, November 24&25,2016
1
Dacumeni Name:Insmllation Checklist Irrtemel Document-fJu/oi Ge�Dlshibutlon. 'hf O 2013 GdlefhTech Inco ted.Ap Ri fs Reservetl. Date U ted:A '1 13th 2015 P 1 0/2
Pile 15• � � � ��'="
��.�.�`
Pile 16•
Pile 17: < '
�;A<:
Pile 18• T
�;9��.
Pile 19: '��� � � .
�,�n
Pile 20• � � �'�'�""
,�£ .
�
Pile 21: ,;�;
Pile 22• ,a�
Pile 23: �'�'
,�
Pile 24• � � -
Pile 25:
Pile 26: � _ � _. ., �
Pile 27: �
Pile 28: �; �� ��
�
� A 1ted�TOT UC � � � wa s ee:n Su estedPfle . . .. .�..�^..
� AP 9 88 1Lbes Max Tbrsioo Steel Type(Kai) Wal('I'hickness
]bf-ft Nm Ib kN 9b kN (SFe2)
„ ,,,�. . . .. � .��{'� a: ;a, � . . ��965� � �� -- - -
� x� 5175 �� � �
d250 1695 6750 30 450U 20 }[8 1633 60000 0:156
, y a �
1750 - 2373 8325 37 5850 26 3594 60000 0350
t � 2 7/8 3594 _
i 2250 3051 9900 4b 7 00 32 �-- 359�4 60000 0.250
2750 3 28 11475 51; 8�25 7 3594 A350
50 � � 4406 �� 12825 � 57-- � �9450...�r ..:42 35�94 � 0250 � �
, , 2 L$_._._._ 3594 _
750 q84 � 14400 64 10 4 1/2-- _ 5� 0250
"I/2 __—
4250 5762 15975 71 12150 34 � 5586 60W0 0250
, 5586' , __--�
4750 6440 17550 78 13295 59 1 �i 60000 0.250 �
s;.�<� -�� .. .
S 00 74 7 7 5 7 1l2—. __ � 60000 0.25D --�
,_ i/�—
Applied Torque
l - . f � b r.
' ' 4 I 969Z
00 ' , S ' 7 101 ' 0 _ 9692 25
x�� -.`7000 � � �9491 24500 � , 109 � _.1750Q�.. 78�� 41[2 _ %92 60000 � 0250 � .
_ . ... . ... : � q��������������� . .. .. , _-4
1500 10169 2b250 117 I8950 83 A i72 9692 60000 0250
:..y : . �.,, .:. ._ ..:. . _ .. � 41/2 �. ��.%92 .. .. .. �.;.
8000 10847 28000 125 20000 89 �; 41/2 9692 60000 0250
$500 11524 ' k 29750 132 '21250 95 4 1 9692 60000 0.250
.. 9692
S , ��� 9�6992 0:
� � �� 80� 32$0�� , 14 ;..�?5 - 106 �� �q/���_� ..9692 0250 �_..
10000 13558 35000 156 25000 I11 5 /9 lb 21425 60000- OJ75
� 21425
.. . . . � .. 9��.� '.21425� . . ..... . � .
11000 14914 38 00 171 29500 122 5 9/16 21423 0375
21425
p500 15392 40250 174 28750 7728 9/16 21425 60000 0;375
i
` 21425
Thepresence o/Nis dncumeM in SAerePant oetifies U�at fhe m�eriel confained witl�in hes been approved/orrelease erM wPersedes all previous versiuna
Documrnt Neme:Insfelletion Checklist Internel Dacument-Nof!or Generel Dfafrl6uGon.Copyrrght O 2013 GoqathTech Incorpaafed.Ap Rlghts Reserved. Dare Updeced:April 13th 2015 p 2 0(Z
RECEIVED
� AUD 0 7�U11�
�
...�...,e non�n
T . � � I ' � i
�. . i I � � j
Installer's Nam Crai W/T ler ( ; • (
Installation Checklist � �Franchise Location: {Minnesota ( �
Installation Date: 7/21/17 Installation E ui ment: GoliatheTech Calibrated H draulic Drill with P51 Gua e Tor ue Indicator •—i
Descri tion of customer ro'ect: Deck Name of Customer or Contractor: Minnesota Decks
(Address of ro'ect: 1415 Park Drive Orono -
Reqired Inclination of Achieved Tension Achieved
Compression Required � Total Pite Length Rle(if not 90 Compression
Pile Number Ca acit Tor ue Pile Used Helix Used if not T Grove MN D rees+•2 Tor ue Achieved �apacity Ca acit
Pile 1: 500 1 7/8» 8„ 10' S90 2938 4738
Pile 2: . 500 1 7/8" 8" 10' 680 3186 4986
Pile 3: 500 1 7/8" 8" 10' 620 3024 4824
Pile 4: 500 1 7/8" 8" 720 3294 5094
Pile 5: 1000 2 3/8" 9" 10' 1175 4363 6545
Pile 6: 1000 2 3/8" 9" 10' 1120 4266 6399
Pile 7: 500 1 7/8" 8" 820 3564' 5427
Pile 8:
Pile 9: ,
Pile 10:
Pile 11:
Pile 12:
Pile 13:
Pile 14:
Draw your project here: 4
House
House
� � �
� � � �
RECEIVED
AUG p 7 ZU1 I
The pe�nce dtNs duwmeM in Shere�t certi(res tl�et the m�e�l contairred witliin has been a forrelease ard supersedes aN previous versions.
�
New Deck Construction Instructions 3.Saew down the Silca GratesTM to the floor joists 5. Tieated Lumber Border—Use a wider dimension Table to determine deck component
1.Determine the desired elevation of your finished using four#9 3"deck screws per grate. lumber for your rim joist(i.e.Use 2x 12 for rim joists gfz6S
deck floor. ' � if your standard joists are 2x8).Generally,you Nrill Use Table 1 directly bebw to determine the required
� want the width of the rim joist to be greater than the jaist size based on the chosen paver thk�cness and
There are several important factors to consider width of the standard joist by at least the same the span(or ler�th•L")of your deck�oists-see
during this step,inGuding doorway features and the amount as the combined height of your pavers and Figure 1 below the Table.
thickness of your pianned outdoor paver floor Silca GrateTM.
materiais(i.e.natural stone or brick pavers). .,�,� , :, .,. „
NOTE:The Silca GrateTM is 1-1/2 inches thick. � e.� ��`a►,� . ,� -y;� ,,` ' b Maximum Jolst spans"L"
- ,. �.,, °�'�"�` ; x p: wMn usMq Wvars 3l4'b 3'tl�dtnsas
,. }. �' � �.- � . .
� " � ��i'S' � ���� Table 1 .Ndufl�drenrNd�r�doaicrN�p�wrtlrdura
� '� ��o= ,,- � � ,„�. � � � � ,; ��
.: � ��. - �
'� 3/4" 1-1/4" Y 2-1/2" 3'
v,�„ ���,��� �' s.�,.,
� � `� �t
' ac6 8'-9' 8'-5" 7'-10' 7'-5' 7'-2"
���` Dc8 11'-4' 10��9• �0.-0, 9�-6, 9._2.
� It is recommended that ��' � -�. ��.�".
s:oodi''°'�"'�'�''' the SiICa GrateSTM be "�`""" . DctO 13'-7' 12'-10' 11'-11" 11'-4" 10'-11"
staggered to achieve 6.Install your new outdoor paver floor.
maximum sVength and 2xS2 16'-0" 15'-2" 14'-1" 13'�" 12'-10"
_:; _ stabNity.To accornplish
this start one row of � ,.,w.s..,sa�.ow�w.
s�a� Silca GratesTM with a ' � . z.�.r..so�u.n�..w.zow,.e�.�w.
a.v.o(t-.s�� &ioaare�o� � r�€�^:y 9.vaenaamewerSMaf3nqe"'wu�tuYadAoorqpem.OiWApnael�pdaea0bed.
, .°'w"�'•-'-, full grate,and startthe �y ..u,.b.a•,00.r.
p����-. �v.:=,. T��� nextwithahaifgrate. �r�;� '` ,�.. s.v.y.a,m�.a.e�.aew.a��.wyea,woa
-- ao.oea�ai.i.:u,w.e•vxo,o»a�ooa•vew.
�,„�e� . � z.�dr.mye.me.v«.ewm�r.
��* 5ace araw' _ _ ,.z
aKkne�c �� �°r :.,......_ � . _
,..
Be sure that the Silca Grate'sTM reinforcerrient straps
�^�^�?� � are on the bottom side,in contact vvid�the floor joists.
Ski QfAM'v
mro�� �, Figuf8l Exisdrqetrudure
maun� � ,t'__ ' ,_.... Pever(or menufadured sfone)
1NdmOsf f...'
SIG(Xffals�` . v.�, .
1a��::i 't� r w e�
; �U � �
�
f
� .; a, ;
<r i e�^5..�
� .,,,.- ... . , .. .
� ' �� """ Joi6t
ACachmeM b
2.Build your substructure up =""y�':��',.,�4► YES NO�� � ` �ve��e� ex�sur�scuau�e
to the necessary height with ���" N Up ro 7Y cenWever ve� ��
16 inch on-center floor joists. 7.Conyratulatia►s on finishing your new deck, G�e � �9��ti.
comp/ete wlth Silca°-suppo�ted outdoor aver
NOTE:DeCk Construdton must be P \ < ex6 No.2 Syp treated odumn,
in compliance wim your state and 4.Install GeotextileAandscape blanket(this step is flooring!To finish,you may cover the exterior fascia/ :• uP co�o•aoore areae
bcal codes.Refer to Table 1 at me only needed if plan to use Polymeric sand beriveen edging with aluminum,vinyl,cedar,composite,or oaPm e�ow � ���d„y�,
�����, the joints of your bricks or pavers). treated lumber. v���� per rea..
�eep.raoe�e ,, � �.: �.:>. '= ;`�� -: –}—
._. „t'. ,. `'�• �:`�IThidcness
. �� •� -�� ,,r ,j�j- -
,
� � � � I t
.. `c � '� �I � IJ' I V� � �1 p� ie�te�� �m,;�,yw
�a J017N_�y�y ...,� TDp OF itll pl6t • �� +«.... fA p�;E�...�V.� .
,.,
!, °y� p^��^ 's��,,� 7pn W dSk � �� �� �`��Rg'�.,•. �R�'���
eWberiil y •� a� i.�
C �°� ,
� •
4. 1�.. t.. $
t. I.,, �, + .. �
� !w ��-f� va� � '' . �JV.tk����.n•
GxE4"' �
_ ��„�
���� � , `Y,Y�+�
Joeb 2a�Bs .......
� !lEGEIVED
AUO 0 '�2017
CITY OF ORONO
, ' � � .
5Y5TEM
�G�i[SSllsta�.can
1+1800(iornmeras�sst. /1�alwGe.dfb �801 P4a�e:9�821.15l�
Us� the following Tabl�s fio determine deck component sizes.
P�rform tt�e fr�bw�g�eps to si�e dadt ca�atents
l.th�TsWo 1 dndly bMorv to d�Nmiine 1hs r�q,u irod jWat�baeed on tlie d+oten pav�r fiidn+iws and tl�
span(or kreth'L"?of y�uur dedc joi�ts-ses Fipu�s 1 boltom ibi�shsd.
2 tOr�deMnnin�tl�e maodmum wppoR cdumn�cJn�baad an jai�t Ien�M rnd c#a�n bwm�. Tun b tlis TabM Ior�our
ciqs�n pa�wt Wdcn�ss. The table�s ara numbwd bY p�w�tl+idanss,in il$'uNts, �or ersmpis:
2-11T i 20lB� so TBbN 20 f4 tar 2�1 fx"ltidc Pavsta SiniipAy.Tabk 10 wauk!bs kfr 1-tt4"{as»MI.
�.Fnom the aams pape wed in arP�, winp tlfa sa�raa Tebiel�wRh an A"wAl�, dN��min�Iha nqdhd footirp pad�ameMr and Ihickneos.
•�a na�o�a�a�z�a�a wn.re ro+,�w.d a iea�rr�aaaa�sa w«cn raa or�,a,��ja�,w�eo s�p�►�m.s�cs�sk a«.sneaca.
Maximum JOIST spans �����
,�,�� �a�bs•�:
T�lble 1 pah,r�abne or r�utaaurod aon�nrs pa�aidcness
.�o�ts�z 3J4'" 1-i/�4" 2" 2-12" 3"
2� 8'•9" �',6" 7"-10" ?'-S' T-2'
2x8 11'�" 10=9" 10'-0" 9'-+�" 9�'-�"'
2x10 13'-T' 17-10" 11'-11" 11'�L" 1�'-11"
2x12 16'-0" 15'-2" 14'-1" 13'-4" 12'-1Q"
1..toib an 1 e'u�c ap�clnp.
2..10A1i i�!801iUNM Pin�.N42 QMQII:wrt�NiGQ.
3.Pawrsor a�o+o�awr 91oa yuM�buahr�i wbAoor spMe. 9r�IIpU�d at 2pd Mrd bad.
4.LbM kMd•4ppld.�
5.P�vr u sbrr dNd bads baMd cn m�tpiN w�M af 1�19 pd.
6.QI�Mdion all�: lAw Ird�l•LIl80. Dad lt►sd■I.t�►Q.
7.�nn�y bs+�flw+s�d up�012'".
r��ti�'t1ti1111ttltti31t111fj� EXlSTING STRUCTURE�
�'`'ll���G•*O('+Y��r�f�a��fi __� P1�1���a����.+���`5���� �
.���`` �1 < � �
`�w�t���rG����. � �
� ' �
�EI�TON
'" � SII.�A,GR�4TE
--�: ��t i____ �
��D'''��c���i���'�`� Jt�ST ATTACHMEI�T �
'','�`'�`•• �! ��,.•`C?�S� BEAM P"ER TABLES TO EX�SIING� .
f�''r���ONAL ��.`�. STaUc�ua�
��v����r�+t������t�t���>>`''� UP TO 12"CAWT1lVER P'�R 1.00At.CODE `�
GRADE 1' ,!C?IST SPAN "L"
6x6 Ns�.2 S�'F`TR�ATED CCK.UMN,
,�...,..-� UP TQ 10i'A80VE G�ADE
L)EPTH BELOW GRA +C+C}�ICRET"E Fp()TING
PER LOCAl.BUILQINC PAD�RER TA8l.ES
DEPARTMENT
THICKNESS
QtAM ER
�'igure 1
This�fc�ma�n�prow�ded as s puide.Condi�s vsry bx bca�y. Alwsys cona�#yaur iocsi buiid�deperqnent. 1
�+
� sYsse�
wvrrwS�caSyst��,cm
1�B00(;artwrw+as Sdael�AIINfos,OtWD 4�1�1 PRta�s:334a21.1�5
Silca grate support ledg�r attachment for retrrrfit a�pplication.
Ta�l�li�ts s�r�w�pacing in inches to attach 2x4 I+dd�er tc�+each f�ce af existing joists.
Table Z Natural�ot�s or mrnuu�,wd oona�ete p.v��tl�id�r�es
3/4" 1-1l4" 2" 2•9d"2" 3"
screw spacing ' 1g` 98'° i4"` i�" 12"
9.U�e nae+fa woad sarwvs 2�7Id'ion9 wi!►a mfnMnum 0.938�Ihk�s,�e n�w,�uu le��er ainnrA�n�.CC�
AN�a,e6e��!!a,a�a.ws wlw+,Mdpns�Dadc-Cah�c#t.
2..loih we 16"olc�rtp
3 do�ti ar�c!kd4M An$out+�ant Pinl1,Na2 qtsdt,wd tervoce.
4.Pa�rers a a�ati ower 8fles�p+a�abudual�Aoor sysNm.grab Apurad at�I dqd b�d,
5.Cir�91tl9d aa qpp�}.
0:Pawr��Ear�d�ed lo�s bwMd on m�rl weiyht ot 75b p�(,
7.MAldiOn Ct�pprilr li�M 6Qe�d�1r3E0, QeYd 14�d=LIQ1D.
"F�ECESSEQ" SILCA GRATE ;
SECTIQM CUT "A" �
PAVE R �
�
�
—.— ----+----- ------�— �
SPAGING �,
. �a
��L 2x4 G RATE �
J41ST SUPPCJR7 LE�GER f;
���
E�CISTING STRUCTURE s�
`�����,,,,��t�tt���t�t a t rrrlEirr
1`,1 �� V� •J"4�f,//t'�f
* v� �j
,
"RECESSED" SILCA GR�►TE �`'��'� � � '�
� _� �� �.
��� .
� ,,�; F��T4N ���
_ . s • _
�� � �-
� ---- — ------ ------ ��'•9 �� �•�4`
-. . F ..
,,
r����� �t � ��,`���
r"�r`��r S��NA�-������`��
�' "
�jlL ��`r�lllltlitfit4tl'�1„``
ZK� ��,�YE
JO►IST SUPPQRT LEDGER
SECTI+C�N "A"
This�nfam�icn�pm�i�ed as g�,ide.Conditbns vary by bcs�ty. Alwaym aans�Rt ycur#cica�t»�Id�9 de�ert�t- 2
. �
t+6pOGa�r�se1.AUI�os,Qhla 410Ct t+M�w:3i3Q�l2+.�3es
Ma�cimum COLUMN SP�CII��
3J�"pavers
T8�s ,�sp�r► 'L
�"' 6` $' 1 a` 1 Z' 14' 16' 18'
(2�2�cs g-�cr g� ��-s s� ��-a• a=r 4�-cr
(2j 2x8 g-9' T T ffi-1!0" �2" �-1t)" 5"-6" S=1"
(2)2X10 10�T 9"-0" 8-2" T�8"' g-1Q�' 6'-8" B'-Or'
{23�ac7� �Z=�� �a-r 9:-a s�-s�� s�z� T r �=��
(3)2x8 6=11" T'-18' 7'-1" S'-T g-0' S'-&' S'-�'
(3)2X$ 11'r4" 9�-11` 8'-11` S'�' 7'�' 7'-2' 6-9�'
(3)�c10 �3-s �r-� �a-r �-�r ar--o- s-� �r�-�r
(3)�hc12 �s�-r ��-e� �2�-�- �r-a� �o�-�° �-��� s�-3�
1.�tWy bearr on rwlcf�d BodB Pb.2 SYP poet�,me�nw�►cok�mn hsipM=1�"'.
lipNoes m�t ooc�x ow�er auppart cenlerline.
2_Be�ms ems Sou�xn Plrw�.Na.2�ade,r�se�vios
3.Psvars or done u�er Sila p�s tt�uda�au�loar'zysidm. 9rate�i�xsd at 2pside�d Ioad. �},���;xas��rFr,�aui��
5.3^l4�'��ldt�,�y�y :�tug�oede�sd lo�epd�=10�rfsfJ'@si.��s�ed t���1�}5�0 pCn. �v,��`�ia�"�� «��. ���''>,�,,�
�,V�11 W Ili�_. i.�yQ�;Y 7V{if 40W WR�i LJf�71J. 1���.'•` � � ��. ,
�`/'y_'F����`�G��� I•
�
�ooting Pad size ' _
�_
3�4"p�avrers �; FENT�N :��
Table 6A �O ��'� z'�����•-
.loi�t span •�" %,�'` . �GI�� . ��
r,��{�"s • . ,�(��`��
Colur� 6' 8" �0' 12' 14' 16' 18' �'`�;�'��11�A�. �'t��``�
�� �`��tift�r��r��att�i���
ti
4' 11�6 11�3 13�c7 14x8 15ac6 16�d6 175c10
�' 13x7 1S� 16� 18x10 19x'I� 20x10 21x12
$' 1�$ 1 T�10 19x1Q 20x10 ?2x12 23u1�2 2.�c12
1Q' 1Tyc"10 99x1[1 21fC10 23x12 24x12 25x12 2"7yt12
12' 18XI 0 21 x10 23�t12 25�2 ��t12 28ac14 29�c14
14' 20x10 2�c12 25x12 27x12 28z14 3floc14 3'bc1$
�s� 2z�na za�z 2+�2 2ax�a �n� s�$ �c�s�
1.Si�ss a�+e'Diarnetarx Thiclaiea�. in i�cf�es
2.TMfles bsaed On prostmpt�re dbw�le�oil bsaring c�pedly d 15U�pet.
3.Cancreie compree�i+ra�ti+enpMr x 250p p�i,
4.PaMsrs or atane anrer Slk;a�e�ir�a�ibor sXsiem. �e�x+ed�2psfde�l laed.
5.Live I�d=�St,
6.3►r tadc p�++eror,�aneasad I�a=topsr �esaa on 1eo pdj.
7.Cor�sult bcd lw�din0 depaRment br bdin�d��nanaaMs.
Tt�is ir�ormatian�p�d�a gui�.Condi�a�+�n1ry bY bca�Y- �4Mrays oonsuit your la�l build�g�epar�ner�t, 3
' ���s
' ���
1�I�p00 Cq�r�l�es&bl�t,AI�tbO�,O�D ��IB01 P110f141:33Q&21.1�5
Maximum COLUNI�N SPACING
1-1f4" p�twers
Table 1(} �o�ta s�er, ��»
�';'e' 6' 8' 10' '(2' 14' 1� 18'
(2)2x6 6`�" 5-T' S'-{lr" 4'7" 4'-2" 4'-Or' 3'-8�"
(2}2x8 8'-1" T-1'° 6-5' S-1 tT' 6�" 5'-1" 4'-g'
(2)2�c10 �a�� �-�W ��-a° s�-t1� �-s�� s�-� �-�
(2)2x12 �t�-�^ e�-��� $�•��� s�-��� r�° 7�-r� s�-e^
(�)2x6 e-a^ r�a� s�-� s�-o�t s 7^ s°-2°I �-oM
(�)2x$ ��r� ff-r° s'-�a" �r-a'° T-�"' s'-$^ e��"
(3}2hc10 12'�" 10'-11" 9=19" 9'-2" �'�4" T-11" T•6"
(3}2x12 14'T' 17-0" 1'1"�B" "Cfl'-B" ^!0�-0" g,-4" 8'-10r'
1.�ft�y bear rm t�o�lched 8�hlo2 SYP pea�ste.m c�urnn $1fY.
m�ust ocar o�r�suppa�t aar��e. ttc;�tisttt�►it,rrr
2.8ea�ne+�e.Soutt�ert�Pha,Na.2 q�ads.wet aa�ioe it�� E�`r,
3.PBYm(i Of E�d19 OM01"S�ql�it��8yfietll. qfit@ fiqLNQd 8t 2pif d@id IOAd. ti�'+'`���"�.y i�� �A�i/�i
4.Li�rre Eosd�40psf. �;�` •. /� 'ri
5.1-1A4"MiCk�r�a�atta�daad k�d'18�f (b�ad on 150 pd). :`�'�P'R. � "r �'�:
@ ��r��y j', ,,�,��y `� �y�,��x_� ���/� -. f.
L.ilOII�A7�1 4�Ftl�. �.i�Q W�/�Y�V4s 40W L{7�i�1.liTI. r�",��� • �+'
i i
FOOting PaCI SIZe �.�,; F�NT{)N �,�,`
1-114" �tyers :�a� ;��� y�i�•1�k' =
�
,
T�bf@ 1 QA ��,�, »�« ''.,,f�'�'�C,s. 4�� �'�., ���'.�:
C:ol��n B" 8" 10' 12' 14' 16' 18' '������t�r����4�-4���i�`���y
�
4' 11at6 13x7 14x8 15x8 i6z6 9"�'x1U 18�0
6' 44x8 16� 13x10 i9x'!0 2�x30 21xt2 22x'12
S' 16x8 16x10 20bc't0 21�ct0 2�c12 24x12 25x12
10' 18x'4o 2Sbc90 rbe12 24x12 25x12 a7xi2 28x'!a
12' ZOx1fl 22x1� 24x12 Z6x12 28ot94 29bt44 31xl4
�ai z��o �a��� a��a ��a sc��a 32x1g ��s .
16' 23�2 25oc�2 28�r14 30�A4 32x96 34x16 {7?
1.Sfxss�a'Ofi�risteE x Thickr�". �k�es
2.T�ie a�ed«�pre.t�r�re soa b�x�s�c�ty or�5ao psf
3.CcK►aets txxnpnrss�re a�lft10 p�.
4.P,v�s or adone aret��s a�flo�a sya�n. Sp'sta AQured at Zpsf der�d l�o�d.
'S.f�li►a io�!=AOpsf.
8_1-1H►^t�cic pe�r�or�one cia�d ioeea a 1�r (based�►1sa p�.
7.Foot#q pad and oo�xm e�
8.Can�Bt iocai eM i� �ts.
Tk�inf�rmatbn�p�roviel+�d as a�ide.Con+dit�or�s vary by loc��tyr. Hiway�t�sudt�r b�aE buik�deparhner�t. 4
�c-��•
1�800 CormrMrCle B�N,AII�no�.CMYp 4�19t11'PhGnr:3��'ki'I.i58S
Maac�mum CQLUMN SPACING
2»par�ers
Table 1� ��,�,,, w�»
�" �" 8' 1�' 1�' 14" '�g' 'f8'
(2)2ycs s�-o• 5-3� 4•-8r �r�^� 3�-��* �=� ��a^
(2j 2�t$ T�" B'-�" 5-11" 5$" 5-0" 4°-�"' 4`�"
(2)2x10 �'-11" ?'-i0" 7`-d' 6'-6" 6'-0" 5'-T 5-�"
(2}2x12 �a-� �-r s•-� r�� r-o� ek-� �-2�
(3)2ycS 7`-�" s=1o� s-�a' s 7� s�-3^ �-f�^ �-r°
(3�2x8 �-e• 8�-r �r s� r-�w �-�w s=r �-��°
(3)�cio 1�•-�" ia-�" 9=r 8'-�" r-1tY" r.�' �-it}"
(3}2x12 13'�6r �r-0" 1Q-9" 10"-Or 8`-2" 8'-g" g-�"
1.B�ns ft�1y be11t ort riG�ichl�d$aa6 Na3 S�1�P pa�s�s,maa�s�n ca�trl M►�rt=#O.
S�oe�mu�l coc�a�rt support aer�lerina.
2.�t�re So�Rfbrn Pirr�. N4.2 grads.wst a�fce �R`���oxtlttt�taetaatt����,��`i
3.Pe�s a'sta�c�SMca�SMe stn�dtual wRrlMoor�tatem, 9ra�1e Aguead at 2pai deAld load. s,�ti•,`'',�'C�, �� {,) �i��r
4.UYe lOad=AOp�f. �� w •. �+ Pi
S,2'tl1iP,k p�11vM or 8b�'1et deqld M09d�25QIif �b�liid ot1 1'S0 pC�. ��„�•��'`••• ' '`' ,'�
!t
6.Delbdicn diter#a: Lhl�e Losd+�LP38fl De�sd Load=Ll2�0. .. •".
R �C�i,'�i -� �
Faoting Pad size �„�� FE�TC�N ���
� .�;
Z"pev�ers �3''�•��$ 2 7��r`
T�le 1CA �o�t,�p.r, -�• :�'t+,� �.'� �;E '��,`
/,��f',��1 •.. � •,�1��4`��h'�w
G'abmn fi' 8' 1{1' 12' 14' 18' 1$` �'iirr���NA���t,�����
�
4' 13�c'l 14�a6 18�c8 17x10 18�t1E� 1�ic1� �c10
8' 15� 17x10 1fhc10 ZDx10 2aci2 2�ac12 24XI2
$" 18x10 2Qic10 22yc12 23x12 25�c1Z 2�c12 26x14
14" 2�r10 22x12 2tbc12 �iBx12 28x14 2Aoc14 31aeM4
12' 22x12 24ic12 2�c92 28x14 3Qx14 32x18 34X18
14' 23x12 26�c12 2�c14 31ae14 33x14 (7} (7"`)
18' 25x12 2�x94 30yt14 :137C14 (7j (� [J)
t.S�mss aie"Oi�meterx Tt�cdures�", in�
2.T�bls be�ed on presu�r+s�N aoo�bse�r�q capaciiY►ct 1500 psf.
3.Ca�aete aanp�esaive strengw a�bt10 p�i-
4,Phanrers a"stone o+r�S�ca�rele�rudt�a�Oor iqts4ein. Sp`aAs fl�rad�rt 2ps1 de�d lo�d.
B.Live bad=�.
�.i�"�f�I�19Y9f Of 6�f1!��a� ��11 1��. .
7.FOO�inp P�tl ar�d�o�m req��
8.C+a�uft bc�l iar a
Th�ir�tarntaation�proividmd as s�uide.Cor�di�ons va7 by bcalftY, l�x,s�ac�Wt yaur bcal b�1�1�• 5
. • . .
. �
tasauoaNnmenoe8�rret, M1�nae.ohta�01 rha�s:8aaext.t3ea
Ma�cimum C�?LUMN SPACING
2-1 f2"pav�ers
Tak�e 24 ,rascs� •��
� � s� �� ��` �aF �s� �a�
(2)2x6 S-s- s-ar ��-�r 4�-r �--� �=r �r�M
�2��V T�� �'� �J�'� ��" 4���r ��'� 4�'�
(2)2x10 8'-6" T-ti" 8"-8" 8'-1" 5'-8� 5'-4" 5-U'
(2)2ac12 9�'-11" S'-9r' 7�11" T3" 8'�4B' 8'•3" S-0"
(3)2x8 r-�• s��^ �=g s-�� s-0* a�-a� ���•
(3)2xs ��- e�-� �=s s��• e�-�� �-�r s r
{3}�14/ ���•'�� g�� V�'"{7 V"V� T�� 7�"V' �•/
(3)2X12 12=11" 11-3" 10"-3" !�"�8" S-�" 8"-�" T�'"
1.8�eum tWyt bear on nolChad 8p�8 No.2 SYP poslR m�uaim�um CoM,xnn�E 10r.
Spices must oocuu�arer aup�port aemerfne.
2.Beann�ue 9o�hern Pin�e>Mo.��►.wet se�oer
3.Pavers or�ta�e a��ilce g�e�ruCtur��s�Aoor syabtn. �ale��d at 2pM deed Hoed. ``�,�tiw��e+�;t�t���et��rd�$����i
4.Llra b8d=4�f. ��+?�° t�''rC • . �' ��'si
3.2-1/7"thictc peiver ar sto�wa de�s!load=32pef {be�eed crt!5�pz�. �'.�,rr'$'",»'''.. . '�.�'f �`�
6.DsINCtia►afteris: Live lAed�I.I380. Oe�d Las�d=I.RfO. �� •������•-
��., ,J�// s
Footing Pad size �r �FENT�� 'cr�
2-112~ trav�rs ;9`,�, 6 � �;� �
Tab�e 2(}A � c� .��,p�' ���: ,
Ja���� �Lr �� � . F 'C ��,,`�
1 �'
�d�0 6' S 10' 12' 14' 9 6' 18' f�,��"r�i�������t����`�,``�
4' 13�t7 15z6 18at8 17�A 0 19x1 Q 20x14 21 x10
6' 16� 18�t1Q �Qac10 21 xl� 23X'12 24x12 2S�A 2
$" 19x10 21x10 2�it12 2"Sx12 Z�r12 2�ic14 29x14
10' 21x1Q 23�r1� 25�t12 27x12 28x14 31x14 33X14
12' 23l[12 25at1Z Z�t14 �x94 32�t18 34�t18 (T�
1d' 25x12 27�c12 30Dc14 �2XI8 �4�8 (7'y C7')
16' z�6sA2 2�c14 3ac18 34xi6 (7� i� (7)
�.W�FFO����X�u11i�MRP7i�� N���
2.Ttd�ls b�ared an presumptire allo�abl�eoil ta�ririg�paah ot 9f�00 p��
3.G�xate t�am�ive etnengf�x 2500 pRi.
4,Paw�^s or�tor�ovea'Si�a�e atnidtural subAoa'sysbm. 9rs�t�igured at 2p�!tl�d�wd.
5.Uve losd=�.
8.211,'�'tfdGlc pWer+Dr!�#OnU+del�Rl IQ9t1=:� (be�Ad On 15p pr�.
7,Foating p�rd e�d aol�xm rre�res spe�ei ng,
8.Canu�t bcal for romerts.
Th�in�ortrts�on is provided as a guide.Co�vsry b�r k�cs�ty, ,Aiways oonau��raur bcsd buikin�depe�r#menk. G
� �, • i
n �
1�IQODi�M�t�Rl3MMM.II�nC�.�ftl0 41801 Pl�pew1:33Q82i.i',i85
M�Xii'}"lUr� CQ�I.IMN SP"/�C�NG
3"pa�vers
Tabl�24 ,�g�, .�
� � $� �cr �a' 94� �s� �s�
(2)2x8 s-�� �r-� a-r �-�- �� s�-� �-�
(2)?.7t8 �-6" 8'-Q" 5'-+C' 4'-'!Q" �°$" 4=2" 4'-0�
(2)2x10 er-o� r-cr a�� s-� s-�� 5�•-a �r-�
(2)2x12 $-�� g•r r-ar� �-�• s��c• s-1�� �-r
(3�2x8 T� �-1" s'-a� s-o� a�-s� a�-� �-�"
(3)?acs 8'-1" r-9" 7�-4" 8'at" s-1�a s'-8" s�'
�3)2x18 7{l►-�" 9�'-2" 8-�' T�8" T-0" 8'-�' 6`�'
(3)2xi2 1G�1� 1V'V� �'V 4�1V ii aL� �W f�
1.Beruna t�y bser`t�t r�cFwd B�aB No.2 SYP posls.n►�tx�lumn h�e�t=1tf'.
Spioe�mnnt oac�a�ver s�porta�a. �4�t���itcttttt�ttrarrf�,s�i
3.Pa�s stw�e aAe�S�Ca y�eAer�ur�wblbo�s�tslalit. �������IO�J- i'r\,'4��'t+�• ,C}��•�,�jr�"`'�>#
y�
4„LIf(e�09d��tl�. ti`�,(a�'«` � +. f �!�
5.3"1Aick p�v�sr'or sto�dssd b�d+�3B� (baee�d an 150 pdy. 4�.�C�������
6.Dalbction dit�ie, Lhee L+oad+�L/980, [)sad Load=L12,Q. cT =
=„�� �E�TC�N ;,�__
Foo�r�g Pad size y��w � ��{]lJ� �I�'[� �
y/ `s t i
„ '�`� •� N�Y •+!�'���' �'•��
3 la�a� ;. •�,�'•F f .� �,.
���Q2� ��� «Lw f�y�`�S�/ry' {. �'��`�v��
�f V��1.
co1umn 6' �' 10' 12' 14' 16' 98' ►Errtr�itt��e;e
sp�rg
4` 1�4a46 16� 1�14 16x10 19�c1� 2'fxltf 22�t12
$' 17XIQ 1�c10 21x10 22x12 24x12 2a�ac12 2ti�c12
$' 19x10 22�t12 24x12 �XI2 27�c12 2�c14 30�Ai
1Q' �Zx12 2+�ci2 26bc1� 29x14 30x14 32�c18 3+tX18
12' Z4x12 ZBac12 2�c1�1 31 x14 33x'!4 (� (7)
14' 2�rA2 2�Oc14 31x1�1 3�4x1S (7� (7} (7}
1is� z�n. �ac,� m P�) t�1 (�f tt>
1.Si�ss�+e'pi�mster x 7'hicknets". in in�s
2.Teible b�sa on praeumpcke�.a�NN ae�uir�g t�ly a 150u pst
3.ConaMe aomp�eesM+e sRt+erplh z 2SOp psi-
4.Pavsrs ar eta�e oaar Sf�ca g�le at�uctt�s�lio�o�r s�r�nn. SM"a�is 1�ed at 2�af dead bwd,
5,Live bod g�Qpd.
8.3'�k pw�er or sbne dead bed=38p�tf (b�d�i5f?pct).
7.Fontinp pad aitd coi�rt�e�pecGa�l .
8.Canwit local iar
TIIII�i11�1fT1'I�OA�pll�Y��8 Qiil�l.C.OI't�101ffi'YaffY�Y��Y- ��DItQ�tdR'jN91,EF�811 Iiti�fl�t�i'�IIMlI'�_ �T
_ ,
Permit A�plication: Self-Checklist for Com�leteness
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
Plan 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
regar ' I�is pr ject.
Signed by:
Address: ���5 ���� ��.( J� , ��3Lkj . � l�
Permit #:
Last Updated: January 2016
�
. ,- .,.
Ci#y of Orono ��� �0��
���otio� Hardcover Calculation Wor
I,,, � Property Address:
�_ � tz115 P•�zrC �?�. c�a.cti✓ca .�.r/
`,�.st�:� Prepared by: Date:
�.t�.� ��� tfi/a a/s c�.-X
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVER
In the following table, identify all items of proposed hardcover on the property, keyed by letter to
Cert�cate of Survey (survey must accompany this form). Include ali 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 calcufate hardcover square footage
se aratet for each ortion.
Key to Hardcove�Item(Describe) Length x Width Total
Surve S uare Feet
Eacam le Gara e 24'x 30' 72Q S.F.
A � G'` �` 3 S.F.
B i'f�' f :;Z S.F.
C �e - S.F.
D S.F.
E 1L ;3 S.F.
F � S.F.
G � �J D 5 ,S S.F.
H ,� � ,� � S.F.
� � 5 ' .� i! o't 1 S.F.
� S.F.
K S.F.
� S.F.
M S.F.
N S.F.
0 S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
� S.F.
V S.F.
w S.F.
X S.F.
Y S.F.
Z S.F.
1 Total Pro osed Hardcover S.F.
Excludable Hardcover See Ci Code Sec 78-1B84:
S.F.
S.F.
S.F.
S.F.
S.F.
2 Total E�cGudable Hardcover S.F.
3 Net Pro osed Hardcover Subtract line 2 from line 1 '7�p S.F.
4 Total Lot Area S.F.
Proposed Hardcover Percentage [(3)+(4)] �3 ' "1°
�
This is an fr►formation packet regarding Hardcover. Every effort has been rnade to insure the accuracy of the irrformaUon cartained
heiein;however,if any information is not consistent with provisions of the City Code>the Code prvvisions wiU prevaiL '�C�,,,�r �v
l�.J (�/R�1+�� .
Page9of9 ,�^�� ^ py��o�
fi.J tJ�
�1
DATE TIME
CITY OF ORONO CALLED IN
M18PECT�N N0T10E SCHEDULED
PERMR NO. coM�ErEo .,���� �
ADDRESS ��Y�.� �it r k �r•
OMINER TELEPHONE NO.
CONTRACT'OR
� DESCRIPTION `�a/� �°'�'�
ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
� ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNERIFIREPLACE ❑COMPLAINT
� 0 FINAL ❑WATER HOOK-UP � FOLLOW-UP
W � AS BUILT-SURVEY ❑SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
� OMINBYCOKTAACTOR TO MEET Y�U:_11�_NO
2 � .� �
� CO�AMENT� ��O �.Ja✓�� ��
4
O �GLS te� $taD G�•b✓!� D/�e r �c r
� �o�� r•��b�v warl�.�s on ��.F
�
� [.J�C�iis� '��-%� ` \ -
.-r� .Os r wclC
W
�
�
Z /11rrs� s�a.o t,/a/.E o� o�et.E a.r�
� �rou�� �sc�ss�y i��'o 7� ��. �P�.�
j /����c,a_GG 1F f.+6���.;. eo.�..,. •L �t�d�� ---- -
Q f.��b✓/� Gb ti6riKtcs
W� ❑YMORK SATISFACTORY.PFiOCEED O PROJECT COMPLETE
W ❑OORRECT WORK a PROCEED o ISSUE CERTIFlCATE OF OCCUPIANcr
0 O CORRECT WOFUC,CALL FOR REtNSPECTION TEMPORARY
V BEFORE CdNERINO PEqMANENT
❑CORRECTUN3AFE(�NDI110NWITHIN �1�• O PHOTOTAKEN
INSPECTOR WILL REIURN
�ORDEH P08TED.C/1LL INSPECTOR O qTAT10N ISSUED
❑INSPECTION REQUIRED.CALL TO ARFlAN(iE ACCESS.
cea ror n�e next�spect�o�Za nours tn ad�►anos. �952) 249-4600
on site:
� µ
11VMt�CaPpAn�w�s FlN _ Gn�ry CopyfBN�Notlw
DATE TIME
CtTY OF ORONO cnLLED IN
INSPECTION�lIQT E SCHEDULED
PERMITNO. orU� �� �� COMPLETED �r� '�
ADDRESS ��f�5 ��� D r`.
OWNER 8���^- ��a��'TELEPHONE NO.
CONTRACTOR ���r
� DESCRIPTION Q�'� ��''"""�-S
�y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBINCa RI ❑ EXCAV/GRADING/FILLING
�Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q � RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERICONTRACTOR TO MEET YOU:_TES_NO
y COMMENTS:
� �tif•.�cs�i'��-S ��'c�u rk1� �✓' .) ��SL
oC�,�.6.%o,c,.- •-� a K �Q Q r �„�q , -
�. L n
� � OCJS<rvG� SOAtC �ty�f�� C�O��"QC�p/S'
0
� //L�O Od�s��e9 L'6"�G`/,t�e �f j.y1R,C. �dC. '
Q " -5• �Gt S yg f�.�t C�v��•e� � .J'o r s�s GJ�
? cS�6 d e Clr�.iCG�S dr� �G/, ^ �e✓ �5��CS •-
�
� 6K � cb��,.c 4�.
�
��G40RK SATISFACTORY:PROCEED ❑PRW ECT COMPLETE
W ❑CORRECT VMORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY
0 ❑CORRECT VYORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CONERINO PERMANENT
❑CORRECTUNSAFECONOITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOH �GTATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspectfon 24.hours in edvance. (952) 249-4600
orrtrector on site: ���o-•^--
nspector: �� ��:. �-
WINte CcPYMspector's FlI� C�nary CopylSlb Notlee
��� DATE TIME
CITY OF ORONO CALLED IN -
INSPECTION NO E ,;.�^�O� SCHEDULED � ��Q�
PERMR NO. �N COMPLETED
nuoREss 'J
OMINER r� �A-•�`�`'� TELEPHONE NO. - I
CONTRACTOR
� DESCRIPTION �
ty ❑ FOOTINCa ❑ DEMO-FI ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAW(�RADINGIFILLINO
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
� �FRAMIN(3 ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNERIFIREPLACE ❑ COMPLAINT
� O FINAL ❑ WATER HOOK-UP O FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
g O�WNBIICOKTMCfOR TO YEET lfOlh._YES_NO
� COMMEN'i'� �/<iKiY.� tGt/ �k'�e✓ Q� lt�/�e.
� ✓s `
,
o � ' �
.�tse✓�'t ��Li1rJS sNGA�� /aZ <<'s�ti�l�!/c✓ �
� /'lOr�" a 7 "` �! Or�� ��ia;, o�- � «
0
� � p til�er �
Q � G'd.�� �/W/�SI �/'itr�� Q d Ga's ri/GGcflO w �
� �OIGS G ��s s� �!A�'1� —
Z ., �
� '� 1�d✓ L� S d U6 v �� /
� .3 ro�/4�c /`�arK ..� �^
,
0
W� O W�ORK SATISFACTORY:PROCEED ❑PfiOJECT OOMPLETE
� ❑OORRECT YMOiiK a PROCEED O ISSUE CER7IFlCATE OF OCCUPY1NC11
Q WiORK,CALL FOR F�tNSPECTION T6dPOR11RY
V������ PEAMANBVT
❑()ORfiECTUN3AFE00N01'TIONWITHIN HOUR3. O PHOTOTAKEN
INSPEC7OR WILL REl'l1RN
❑BTOP ORpER PO�TED.CALL INSPECTOR ❑pTATiON ISSUED
❑INSPECTt�I REQUIRED.C/1LL TO ARRIIN(iE ACCESS.
csM tor u�e next tnspection 2�hours tn sd�►anoe. (952) 249-4600
on si�e:
Inspector: �
WMt�l�opyAnp�cto�'+FlN C�ntry Coprl811�Nolla
. . /'� �QG�i� � S,l��C� S ����
. � � �
, ���������
CAmpit�t�����t�'�;i�a
Da;te `� � �'
Revi�v�►�r ✓ �
B��N�N�� DECK
ALL FRAMING MAT�RIA� IS �
PR�SSURE-TREAT�D, GRAD� I PIN� ORO�O COPY
WITN A BRoWN-STAIN COAT oN DOUBLE, 2XI05
TNE �XTERIOR FOR FINISN DROP B�A�1
3 - 2XI2"
�X6 POST
HAAJDI�,iLS
51NGLE, 2XI0
Continuous grippab{e handrails
req'd. 34"- 38" high. 1-11�"-2"dia. 2XI0 STRINGERS
No c!oser than 1-1/2"to wall DRoP B�AM N�LICA� FOOTINGS
Return ends to waH or post. 2 - 2X12" SINGLE, 2XI0
�X� POST DoUBL�, 2XI0 JOISTS
Stairwav RisQrs �
Qpen risers �re permitted, pr�vided SINGLE, 2XI05
the opQ���g be���n treac+s does not
psrrr�;t pass��e af a 4"d�a s�;�ere.
2XI0 STRINC�ERS
TRIPLE, 2XI0 NEADER
DOUBLE, 2XIOS
2XI0 STRING�RS SINGI-�, 2XI0 JOISTS DOUBLE, 2XI0 NEADER
ST,�l�S
7 3/4" MAX. R(SER �0' �A�N.TREAD
6'-8" ti1iN. NE/'�U���M
AT LEAS7 QNE NANDR'�IL RcQI�i�ED
���Ra�.�c�a�`N s►�F� _ �/ISUAL SCALE
0 5 10 20
SC�,LE N FEET
RESIDENTIAI._GUARDRAI�S
Unenclosed floor and roof opening, open and glazed sides of landings and
ramE�s, baicories, decks or porches which are more than 30" above RECEIVED
grade er floor below, require a guard �vi#h a minimum 36" height_
o�en gua�dra�is must have inter�nedia±e rai►s or an omamenta� AUG 0 7 2017
pat,em so that a sphe;e 4" in diameter cannot pass ft�-ougll.
CITY OF ORONO
c/
W (0p N
Z V - € I 1 f € o Q o ,n`c c c`y E
�� Q>Lf) Q. �; 5 WO�'IIKW��Q�i3Nlbb9 L S99-trtr9-Z L9 € € € , 3 Q o w o a
J stn �N F•Ury �- n € € € € € �� "oo�o� F� N I W €
C= omOco z 1 9 c.i Q' �C"i k��dr .�w - 'L/ }r C R� //��� / �(�\� `j{, € i� k ^_ € I t 'a w a c 5 -2 <6 L.. m tO c 1 z k
• "' x G U Q u V �.+ J I Y Y Y O 1 !OdO iV k C) 6 O k o f k o 0 o C L° m " c
N€ E k I t a .o
c V !
cmociiJ O _ O I N I t N l k °0 Ela> °° a s ll.l € Q t
�X ww N� -00 L -Q AtliJd 31�1�1a�idbd S�tr� N i I 1 OI I cc w�Yvo
Y lii ++ Q � q'4 = t N t I r- I € n� m 'o:.' o u c °-� = k m t
r- m m a c
COD 0 Z� �� �'� J o o v cn v °oc n
Q i Q tt3 V _ € I W k w 1 I > `o m « a c
.� co y-+ i' l v o. I k
I Imo! y� a � I Q k z I z€ 1 c m a a h a k k
Q a UI CJ `J Q 3f Q a I 'C k k= 1 I 3 `° w .o_o -0 w Y a c :Q c ° x
t- �Z �� iD3fOdd 83NiNVdg G �m d o„a 10 1 I �1 11 I k m m o a t 10 mW M O ca F f k I I € >o c �� a> o L° 3 ��° °�v o I k
a �, a r' am. c o m c -o x 3 c I-
I t
O N J o
111 zr ! t t t I 1 °c c° 0 d 2 m L o c° m o` N W Z i W
- w u a+ t6 T `o c s v j— k W W
y E c > E> ii Q E J 1
a �
.5i
Qn 0 u$ a Q
N i-
W 41
a z
< Q
!,► z U co
• o
LLI
cr
q `� Q
g n zo
LI Ln
Q � Q +n
Iz CL 006 ooe V i
Q �. IY 0- Z
q LwiCL co
� 0 O
7u CIL V
Q T) w Q <C
CY1 ( �
v
nl
v
�
~
O w
Qry
O Lu
�n c�