HomeMy WebLinkAbout2018-00008 - addn/remodel/repair + l
CITY OF ORONO * 2 m 1 8 - 0 0 0 0 8 *
2750 KELLEY PARKWAY DATE ISSUED: Ol/08/2018
ORONO,MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 2500 SHADYWOOD RD
PIN : 20-117-23-11-0034
LEGAL DESC : REG.LAND SURVEY NO. 1630
: LOT 000 BLOCK 000
PERMTT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : CONIlvIERCIAL-BUSINESS
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTIVITY : 437-NONRESIDENTIAL&NONHOUSEKEEPIN
VALUATION : $ 10,000.00
NOTE: UNIT#200 INTERIOR REMODEL
APPLICANT PERMIT FEE SCHEDULE 241.32
Ugorets 8098 LLC PLAN REVIEW 130.86
410 11TH AVE S STATE SURCHARGE(VALUATION) 5.00
HOPKINS,MN 55343- TOTAL 337.18
(952)769-7249 Payment(s)
CHECK 2067 337.18
OWNER
Ugorets 8098 LLC
410 11TH AVE S
HOPKINS,MN 55343-
AGREEMENT AND SWORN STATEMENT
The work for which Uris 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 dces
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 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 applic t is responsible for assur' all requ'ved inspections are
requeste m ormance with e e Building Code.This rmit may be
revoke at time for due c e
� �
� / � / ,�
Ap ic ermit e Si tur ate Issu y Signature Date
. . . � , .
City of Orono
Building Permit Application for Maintenance/ Replacement/ Remodel - Residential ONLY
(i.e. windows, doors, siding, re-roof, etc. — NO STRUCTURAL Ek
MailingAddress: permitnumber: �� � -�n� �
���0 PO Box 66 cr
Crystal Bay.MN 55323-0066 � `1� Date received: � ' — � o
� } � Street Address: �� Received by: �_�
�. � 2750 Kelley Patkwa� Plan review fee:
`��,� a �� Orono,MN 55356 I � ��
Kt s H o � ���"'�� Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.o o.m�.us
This application form must be completed in full and all required information must be submitted.
Incomplete appllcatlons will be retur ed. (PI ase print)
GENERAL INFORMATION: � ��� � {�
Job Sita Address: ' "� G -, [� �,ts�t� %J � � tJ `"
Will this be a Parade cf Homes,Remo elers Show ase Home or other Displ y Home? Yes o
If yas,a specia!event permit is requrred with Police Department and City Council approva160 days prior to the event. ShutNe bus 'ce wiN be
reyuired unless applicant demonsbates sufficient on,site parking is available. Non-permitted events wiU not be eNow .
CONTRACTOR/APPLI ANT I ORMATIO : `,
Name: (,�E'i f� �� ���d �L �
State License# Expiration Date:
Lead Certification Number. Expiration Date:
(for work on homes that were consbucted prJor to 1978
Phone: (ce�q - � .- 332- (ottice) fo/Z - 3� 3� � Z
Mailing Address: � �/ City: � iy f ZIP: ''�,�
Contact Person: , Ap licant is: Contra r ! Homeowner co-a.o�e�
Email and/or Fax: � � _„� ' �,
PROPERTY OWNER IN ORMATION: � � �
Name: �! �� ��� ,fl�! �
Phone da
Address: Y). � �, � City: �,q/J�� n� ZIP: �3 ��
Email and/or Fax: �
PROJECT INFORMATION: Overall project description:
Type of Projeet: Any earth movamont may also roquire
❑Door(s) emodel ❑Fire Damage MCWD review 8 permits:
❑Re-roof,asphalt Repair ❑StoRn Damage Minnehaha Creek Watershed DisVict(MCWD)
15320 Minnetonka Blvd
❑Re-roof,cedar ❑Restoration ❑Water Damage Minnetonka,MN 55345
❑Re-roof,other(specify) ❑Siding ❑Other:(specify) Phone: 952-471-0590
Fax: 952-471-0682
❑Window(s) www.minnehahacreek.orU
Estimated Construction Valuation of Project(excluding land) $
APPLICANT ACKNOWLEDGEMENT:
--__ -- —
• Agrees to provide all information required or requested by the Building Department;
• Certifies that the infoRnation supplied is tn.ie 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 fallure to do so, the staff has no altemative but to
reject it until it is complete;
• 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 annual update our records and records of other govemmental agencies required by law. If
ou refuse to su ( f m►ation, ication ma t be issued.
ApplicanYs Signature: /` � � Date:
Owner's Signature: ) � Date:
Last Updated:January 20
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: D� fi(f GL' ��ermit No.:�f� "(��0�,g
Description of work: Date Rec'd: �
Septic review by: Date Approved:
Zoning review by: Date Approved:
Building review by: Date Approved: �
Grading review by: Date Approved:
Zoning District: Zoning File#: Reso#: Reso Date:
Zoning: Lot Area: SF/AC Width: Lot Coverage: SF %
Survey Submitted: � Yes No Date of Survey: Revised date(?):
Landscape plan submitted? 0 Ye 0 No Landscaper:
Proposed Setbacks:
Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side ide
Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour)
Perimeter(linear feet) = 5 % = L.F. below grade
Basement? 0 Yes 0 No, Stories
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
The distance between the west pr osed Slab at or above grade—
START W ITH floor(of the basement or rawl space and measure from hiqhest existinq
the highest point of the oof. START W ITH rq ade to the highest point of the
roof even if fill was brought in to
elevate home.
If you have a...
SUBTRACTION • GABLE O HIPPED ROOF(no Slab below grade—measure
(BASED ON window : Subtract half the distance from highest existing grade to the
ROOF TYPE) betwe the highest point of the roof hi hest oint of the roof.
to th ow point of the corresponding If you have a...
ga or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF
• BLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half
indows): Subtract half the distance ROOF TYPE) the distance between the
between the top of the highest highest point of the roof to
window and the highest point of the the low point of the
roof corresponding gable or
hipped roof
ALL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
SUBTRACTION Subtract the distance between the half the distance between
(BASED ON basemenUcrawl space floor and the the top of the highest
EXISTING highest existing grade adjacent to the window and the highest
GRADES) foundation OR 10 feet(whichever is less). point of the roof
• ALL OTHER ROOF TYPES
(flat,mansard,etc):No
EQUALS Defined building height subtraction.
Defined building height
EQ LS
Updated: October 2015
z:\forms\plan review checklist 10-2015.docx
Shoreland Distrjct MCWD Permit Average Lakeshore Setback gluff
Met?
0 Yes 0 Na Permit Number: � Yes 0 No � N/A � Ye No �
0 N/A—see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and sf % and sf
� Yes 0 No 0 Yes 0 No
1 2 3 4 5 Type(s): Type(s):
Fees to be Char ed YES NO
Permit
Plan Review
State Surcharge
Investigation Fee
SAC—Number of SAC Units �/'
Other(specify)
Square Foota e $ per Square Footage
Basement X = $
1 S� Floor X = $
2nd Floo� X = $
Garage X = $
Estimated Construction Value: $ / �, (y��
Orono Inspections Required Work Requiring Separate Permits
0 Footing 0 Site 0 Plumbing � Grading/Filling
0 Poured Wall � Silt Fence/Erosion Control Mechanical 0 Fire
� Foundation Survey � Hardcover Removal 0 Septic 0 Water Connection
� Foundation Waterproofing � Other(specify) 0 Fireplace 0 Sewer Connection
Framing 0 Masonry � Lawn Irrigation
� Insulation 0 Mfg. 0 Landscaping
� As-Built Survey 0 Other(specify)
Final
� Lathe Required State Permits
� Other(specify)
0 Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED:
� See Builder Acknowledgement Form
0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: October 2015
�•\fnrmc\nlan ravia�ni rha�klict 1(1_9(115 rinrv
DATE TIME �
CITY OF ORONO LLED IN �
INSPECTION �HEDULED
PERMR N . `—���MPLET D �
ADDRESS � �'lQ� �� �
OWNER TELEPHON .LQ�/� �(2�
CONTRACTOR U�
� DESCRIPTION ����� —��'�� �v
t~N ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
�Q ❑ FOUNDATION DRAIN TILE ❑ PIUMBING 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
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERlGONTliACTOR TO MEET YOU:_YES_NO
v�i COMMENTS:
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W� KSATISFACTORY:PROCEED ❑PROJECT COMPLETE
O RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITiON WRHIN HOURS. ❑pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 2a hours in advance. (g52) 249-4600
OvmeHContra site:
Inspector:
VYhite Copyllnapecto�'s Flle Cenary CopylSka Notkx
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NO CE SCHEDULED — �
PERMIT NO.a0�-�bD$ C MPL �
ADDRESS � � ��c��s.��.J
OWNER TEL PHONE NO. �' J "� J
CONTRACTOR � �
;
�; DESCRIPTION �� �
ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ 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
2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO
y COMMENTS:
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W
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W O WORKSATISFACTORY:PROCEED PROJECT COMPLEfE
� ❑CORRECT WORK&PROCEED O ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFOREC0IIERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED_CALLTO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContra r on site:
Inspector
White CopyAnspector's File Canary CopylSite Notice
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CONSULTANT:
WILKU
15 Ninth Avenue North, Hopkins, MN 55343
Phone: 952.941.8660/ www.wilkusarch.com
CLIENT:
UGORETS
8098 LLC
410 11th. AVENUE SOUTH
HOPKINS, MN 55343
PHONE: 612/363-3321
PROJECT INFORMATION:
SEAL:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
Print Name: DUANE L. PERRY
Signature:
Ir
License No.: 21621
Expiration Date: 06-30-18
Date: 12-08-17
PROJECT NO.: SUITE 200
DRAWN BY: BJR
CHECKED BY: DLP
ISSUE: DATE:
ISSUED FOR PERMIT 12-08-17
REVISION: DATE:
PROJECT LOCATION:
ORONO, MN
SHEET NUMBER / TITLE:
A002
INTERIOR ACCESSIBILTY STD.
A.D.A.A.G. INTERIOR ACCESSIBILTY COMPONENTS
THIS BUILDING IS REQUIRED TO BE ACCESSIBLE AS SET FORTH IN THE AMERICANS WITH DISABLILITIES ACT OF 2010 - MAINTAIN COMPLIANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACT AND IT'S ACCESSIBILTY GUIDELINES (A.D.A.), (A.D.A.A.G.).
1.)
IN ACCORDANCE WITH 206.2.4, AT LEAST ONE ACCESSIBLE ROUTE SHALL
60 min
4 max
2.)
CONNECT ACCESSIBLE BUILDING OR FACILITY, WHICH ARE OTHERWISE
CONNECTED BY A CIRCULATION PATH UNLESS EXEMPTED BY 206.2.4.n
THE RUNNING SLOPES OF WALKING SURFACES THAT ARE PART OF AN
1525
o
�I V� '/4max
ql>
100
N
ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20 WITH A CROSS
���/// c_ 6.4
3.)
4.)
SLOPE THAT IS NOT STEEPER THAN 1:48.
CHANGES IN LEVEL SHALL COMPLY WITH 303.
THE CLEAR WIDTH OF WALKING SURFACES ON AN ACCESSIBLE ROUTE SHALL
24 max
610
E �2E E
24 max m m
610
412moin O ``'
O
w
Q
5.)
COMPLY WITH 403.5.2.
THE CLEAR WIDTH AT TURNS ALONG AN ACCESSIBLE ROUTE SHALL COMPLY
of
24 min
O 610
WITH 403.5.2.00
�ase�
o
MO
LL
O
6.)
AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL
E E
°
E E 1
°
Al N
0
=
PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET IN ACCORDANCE
WITH 403.5.3.
coo co � M ) 36 min
915 �/a
12 min 12 min �/s 42 min 42 min
x
A
In
2
To
305 305 6.4 1 13 1065 1065
X
1/a
36 min 36 min
CLEAR
WIDTH OF AN 60 INCH TURNING T -SHAPED SPACE
6.4 X12208
515 915
ACCESSIBLE
ROUTE DIAMETER FOR 180° TURNS
(a)
X < 48
CHANGES IN LEVEL 180 degree turn
1220 (b) WALKING PARALLEL
TO A WALL
180 degree turn
CLEAR WIDTH AT TURN (Exception)
1.)
DOORS, DOORWAYS, AND GATES THAT ARE PART OF AN ACCESSIBLE
2.
ROUTE SHALL COMPLY WITH 404.
DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES, UNLESS
THE OPENING IS MORE THAN 24 INCHES DEEP, IN WHICH CASE THE CLEAR
WIDTH OF THE OPENING SHALL BE 36 INCHES. FOR SWINGING DOORS, THE
CLEAR WIDTH SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND
THE STOP, WITH THE DOOR OPEN 90'
32 min
815
E �,
0 0
�° 0
n ��
I�I
4> �5
18 min F G 18 min Fes\
445 c �, 445 �/
12 min o E E E o
E R 36 min o 42 min M C 24 min E N
305 'o o E o 22 min Co
3.)
THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING LOWER THEN
34 INCHES. PROJECTIONS INTO THE CLEAR OPENING BETWEEN 34 INCHES
915 1065 04610
X > $ 610 d
205
AND 80 INCHES SHALL NOT EXCEED 4 INCHES.
4.)
DOOR CLOSERS AND STOPS SHALL BE PERMITTED TO BE A MINIMUM OF 78
INCHES ABOVE THE FLOOR OR GROUND
(a)
hinged door
(a) (d) (e)
(a)
5.)
MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH
front approach, pull side hinge approach, pull side hinge approach, pull side
pull side
71A
rn
404.2.4.
6.)
FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE(C)latch
approside,�
APPROPRIATE ADMINISTRATIVE AUTHORITY.
(f)
door providloser
0�
O
7.)
HINGED DOORS OTHER THAN FIRE DOORS SHALL HAVE AND OPENING FORCE
front approach, push side, door
FRONT APPROACHES HINGE SIDE APPROACHES hinge approach, push side
provided with both closer and latch g pp
O
OF 5 POUNDS MAXIMUM.
SWINGING DOORS SWINGING DOORS
9
W
8.)
9.)
SLIDING DOORS SHALL HAVE AN OPENING FORCE OF 5 POUNDS MAXIMUM.
DOOR AND GATE SURFACES SHALL COMPLY WITH 404.2.10
O
0
� 24 min
EN 610
��
c 24 min I 48 min �,
•� o � 48 min 48
610 C 0 1220 1220
`� 24 min Ea �� 22 min
610 CVS 560
12 min
E o 305 E o
N N
min � � X>8 �
1220 205
�\\✓ �\\
�
J
i,�V/
(h)
(a) (b)
(c)
latch approach, pull side
(I)
latch approach, pull side,
(b) (C)
door provided with closer
front approach, push side push side, door provided with
�) (g)
both closer and latch
LATCH SIDE APPROACHES DOORS IN SERIES
latch approach, push side hinge approach, push side, door
SWINGING DOORS AND GATES IN SERIES
provided with both closer and latch
MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES
1.)
WHERE TOILET FACILITIES ARE PROVIDED, THEY SHALL COMPLY WITH 213.
WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM SHALL COMPLY
WITH 603.
36 min
54 min 24 min 915 12 min
12 max 1370 610 305 %/
305
•
door ]*�7
alternate
2.)
WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST ONE TOILET
7cE
42 min o o
N
location
COMPARTMENT SHALL COMPLY WITH 604.8.1.
1065 `O M E R E
�
L
3.)
MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE
o00
� rn
"'
INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40
�
��
4 max
INCHES MAXIMUM ABOVE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED
ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALL WITH THE BOTTOM
'n
16-18
transfer 4
100
EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE FINISH
405-455
side 7-9 L-
4.)
FLOOR OR GROUND.
COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES
60minLFigure
Iso -230
604.7 Dispenser Outlet Location
E
SPECIFIED IN 308. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND
o
48 INCHES MAXIMUM ABOVE FINISH FLOOR.
Figure 604.3.1 Size of Clearance at Water Closets Figure 604.5.1 Side Wall Grab Bar at Water Closets Figure 604.5.2 Rear Wall Grab Bar at Water Closets
I
5.)
WATER CLOSETS SHALL COMPLY WITH 604.2 THROUGH 604.8.
CLEAR FLOOR SPACE
GRAB BARS AT WATER CLOSETS DISPENSER OUTLET 60 min 60 min
6.)
TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7
AT WATER CLOSETS
LOCATION 1525 1525
(a) (b)
INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSE
U)
MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE
adult wall hung adult floor mounted water closet
Figure 604.8.1.2 Wheelchair Accessible Toilet Compartment Doors
O
DISPENSER SHALL BE 15 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE
water closet and children's water closet
THE FINISHED FLOOR AND SHALL BE NOT LOCATED BEHIND GRAB BARS.
COMPARTMENT DOORS
0
DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OF THAT
Figure 604.8.1.1 Size of Wheelchair Accessible Toilet Compartment
I-
DOES NOT ALLOW CONTINUOUS PAPER FLOW.
U)
7.)
GRAB BARS SHALL BE PROVIDED AT WATER CLOSETS AND SHALL COMPLY
WITH 609.,
STANDARD STALLS
,
13/2 min 13h min
partition (partition
8.)
URINALS SHALL COMPLY WITH 605 AND SHALL BE EITHER WALL -HUNG OR
345 345
STALL TYPE URINALS.
6 min 6 min •
9.)
LAVATORIES SHALL COMPLY WITH 606. FAUCETS FOR LAVATORIES SHALL
150 150
COMPLY WITH 606.4. EXPOSED PIPES UNDER LAVATORIES SHALL INSULATED
OR OTHERWISE PROTECTED TO PREVENT AGAINST CONTACT.
5 max 15 min
48 min 125 3&0
17 max
m 430
U E F v
9 min 12 min 6 min
LL
230 305
E u, M
\ E M
o
N v N
E
6n
sN (a) (b)
(a) (b) 150 (C)
Cl)
N wall hung type stall type
elevation elevation plan
adult children
Figure 602.5 Drinking Fountain Spout Location 8"min. 6" max. Figure 605.2 Height and Depth of Urinals
Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance
1'-5" min.
CLEAR FLOOR SPACE
HEIGHT AND DEPTH OF URINALS
WHEELCHAIR ACCESSIBLE TOILET
AT DRINKING FOUNTAIN
LAVATORY CLERANCES
COMPARTMENT TOE CLEARnce
radius
A.D.A.A.G. INTERIOR ACCESSIBILTY
COMPONENTS
1.)
2.)
STAIRS THAT ARE PART OF A MEANS OF EGRESS SHALL COMPLY WITH 504.
ALL STEPS ON A FLIGHT OF ACCESSIBLE STAIRS SHALL HAVE UNIFORM
30' max
12 min
X 305
RISER HEIGHTS AND UNIFORM TREAD DEPTHS. RISER SHALL BE BETWEEN 4
IN ADDITION TO ALL (A.D.A.), (A.D.A.A.G.) REQ'MNTS, THIS FACILITY SHALL MEET THE REQUIREMENT OF THE LOCAL JURISDICTION FOR ACCESSIBILITY AS LISTED BELOW.
INCHES AND 7 INCHES IN HEIGHT. TREADS SHALL BE 11 INCHES DEEP
(a) (b)
radius of tread edge angled riser
00 m
*
to3.)
MINIMUM.
OPEN RISERS ARE NOT PERMITTED.
(typical for all profiles)
1%max 1'/max
C,
X M o
WHERE INFORMATION LISTED AND/OR SHOWN IN THIS SECTION, CONFLICTS WITH A.D.A.A.G. INTERIOR
TWO REQUIREMENTS SHALL BE FOLLOWED.
ACCESSIBILITY COMPONENTS, THE MORE RESTRICTIVE OF THE
<
4.)
5.)
NOSINGSIN STEPS SHALL COMPLY WITH 504.5.
STAIRWAY
STAIRWAY HANDRAILS SHALL COMPLY WITH 505.
3g 38
MINNESOTA ACCESSIBILITY CODE -CHAPTER 1341
(a)
cnosing beveled nosing
curvedc
Note: X =tread depth stairs
THE REQ'MNTS OF THE MN ACCESSIBILITY CODE SHALL APPLY TO THIS FACILITY, SOME SPECIFIC REQ'MNTS.
DIFFERING WITH THOSE IN A.D.A.A.G ARE LISTED BELOW
Figure 504.5 Stair Nosings
Figure 505.4 Handrail Height
g g
1.) DOORS SHALL COMPLY WITH MINNESOTA
BOTTOM HANDRAIL TOP HANDRAIL
ACCESSIBILITY CODE SECTION 1341.0442
1.) CLEAR FLOOR SPACE FOR WATER CLOSETS SHALL COMPLY WITH
THE
STAIR NOSINGS
EXTENSION AT STAIRS HANDRAIL HEIGHT EXTENSION AT STAIRS
AND THE DIAGRAM SHOWN BELOW.
REQUIREMENTS OF MINNESOTA ACCESSIBILITY CODES SECTION 1341.0448
AND 1341.0450 AS WELL AS WITH THE DIAGRAM BELOW FOR STALL
NON -STALL CONDITIONS
AND
1.)
2.)
RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH 405.
RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 WITH
2.) GRAB BARS AT THE WATER CLOSETS SHALL COMPLY WITH THE
REQUIREMENTS OF MINNESOTA ACCESSIBILITY CODE SECTION 1341.0448
AND
A CROSS SLOPE MOT STEEPER THAN 1:48.
00 M
12 min 12 min
a
THE DIAGRAM BELOW
3.)
THE CLEAR WIDTH OF A RAMP RUN AND, WHERE HANDRAILS ARE PROVIDED,
ID
M° "t305
305
THE CLEAR WIDTH BETWEEN HANDRAILS SHALL BE 36 INCHES MINIMUM.
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x
4.)
5.)
THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MINIMUM.
RAMPS SHALL HAVE LANDINGS AT TOP AND BOTTOM OF EACH RAMP RUN
(b) (c)
100
U)X
12 min 54 min
18
42 min
12 E E
42 min E c
6.)
COMPLYING WITH 405.7.
RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS
COMPLYING WITH 505.
ramps walking surfaces
Figure 405.9.1 Figure 405.9.2
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42" N
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7.)
EDGE PROTECTION COMPLYING WITH 405.9.1 AND 405.9.2, SHALL BE
Figure 505.4 Handrail Height
EXTENDED FLOOR OR GROUND CURB OR BARRIER
0
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1-1/2 min. I
1-1 j,0 `DQ
ao
Z
PROVIDED ON EACH SIDE OF RAMP RUNS AND EACH SIDE OF RAMP
LANDINGS.
HANDRAIL HEIGHT
SURFACE EDGE PROTECTION EDGE PROTECTION
0
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00
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LEVEL LANDING
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HORIZONTAL PROJECTION OR RUN
LEVEL LANDING
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1.)
SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH 216 AND SHALL COMPLY
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42 min latch 54 min
WITH 703.
t
approach only
2.)
SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL COMPLY WITH
12-40
other approaches
703.1, 703.2 AND 703.5. WHERE PICTOGRAMS ARE PROVIDED AS
SLOPE MAXIMUM RISE
(INCHES) MAX. HORIZ. PROJECTION (FEET)
48 min
DESIGNATIONS OF PERMANENT ROOMS AND SPACES, THE PICTOGRAMS SHALL
1:12 To <1:16 30
30
COMPLY WITH 703.6 AND SHALL HAVE TEXT DESCRIPTORS COMPLYING
1:16 TO <1:20 30
40
NOTE: Y = 48" MINIMUM IF DOOR
3.)
WITH 703.2 AND 703.5.
SIGNS THAT PROVIDE DIRECTION TO OR INFORMATION ABOUT SPACES AND
EXTENDED FLOOR OR GROUND INTERNATIONAL SYMBOL
HAS BOTH LATCH AND CLOSER
60 min
DISPENSER LOCATION
GRAB BARS SIDE TRANSFER
FACILITIES SHALL COMPLY WITH 703.5.
SURFACE EDGE
PROTECTION OF ACCESSIBILITY
CLEAR FLOOR SPACE
AT WATER CLOSETS TOILET STALL
4.)
SIGNS FOR MEANS OF EGRESS SHALL COMPLY WITH 216.4.
HINGE SIDE APPROACHES
AT WATER CLOSETS
SWINGING DOORS
CONSULTANT:
WILKU
15 Ninth Avenue North, Hopkins, MN 55343
Phone: 952.941.8660/ www.wilkusarch.com
CLIENT:
UGORETS
8098 LLC
410 11th. AVENUE SOUTH
HOPKINS, MN 55343
PHONE: 612/363-3321
PROJECT INFORMATION:
SEAL:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
Print Name: DUANE L. PERRY
Signature:
Ir
License No.: 21621
Expiration Date: 06-30-18
Date: 12-08-17
PROJECT NO.: SUITE 200
DRAWN BY: BJR
CHECKED BY: DLP
ISSUE: DATE:
ISSUED FOR PERMIT 12-08-17
REVISION: DATE:
PROJECT LOCATION:
ORONO, MN
SHEET NUMBER / TITLE:
A002
INTERIOR ACCESSIBILTY STD.
EXISTING
COMMON
AREA ,
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EXISTING
COMMON
AREA
SUITE 200 FLOOR PLAN
1/411=11-011
PLAN
NORTH
WALL TYPES
SECURE ALL FULL—REIGHT STUDS TO ROOF FRAMING
WALL TYPE "A"
TYPE: Al
5/8" GYP. BD. OVER 3-5/8" x 20 GA. MTL. STUDS @ 24" O.C.
OVER 5/8" GYP. BD, - EXTEND STUDS AND GYP. BD. TO ROOF
DECK - PROVDE FULL THICKNESS BATT INSUL. WHERE
SHOWN ON PLAN
WALL TYPE "E"
TYPE: E1
EXISTING CONSTRUCTION TO REMAIN - PATCH AND REPAIR
AS REQUIRED
I FLOOR PLAN KEY NOTES I
OEXISTING EXTERIOR STOREFRONT FRAMING
OEXISTING INTERIOR DOORS, FRAMES AND SIDELITES
ONEW 24" x 84" SIDELITES IN H.M. FRAMES
4 NEW 36" x 84" WOOD DOORS IN H.M. FRAMES WITH
HINGES AND LEVER HANDLE
<SNEW 98" x 83" INTERIOR ALUMINUM WINDOW FRAME WITH
>
1/4" SAFTEY GLAZING - 2 EQUAL SECTIONS
OEXISTING CONSTRUCTION TO REMAIN IN THIS ROOM -
TYPICAL
PROVIDE MINIMUM FURRING AROUND EXISTING
7
STRUCTURE
FLOOR PLAN NOTES
1.) ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH
FEDERAL, STATE, AND LOCAL CODE ORDINANCES AND LAWS.
2.) THE CONTRACTOR SHALL VISIT THE JOB SITE, VERIFY
EXISTING CONDITIONS, AND NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES PRIOR TO SUBMITTING A BID AND/OR
BEGINNING ANY CONSTRUCTION WORK.
3.) ALL WORK TO BE PREFORMED TO INDUSTRY STANDARDS
4.) CLEAN UP - UPON COMPLETION OF WORK. THE SPACE
SHALL BE MADE NEAT AND CLEAN.
5.) CONTRACTOR SHALL RETAIN EXISTING SMOKE
DECTECTORS AND SPRINKLER HEAD LOCATIONS
6.) WHERE REMOVAL OF WALLS, ETC. OCCURS, ADJOINING
SURFACES SHALL BE PATCHED AND REPAIRED FOR NEW
FINISH APPLICATION.
7.) DURING THE PROCESS OF CONSTRUCTION, CONTRACTOR
SHALL MAINTAIN ACCESS TO ALL EXITS AND RELATED
CORRIDORS AS REQUIRED BY CODE FOR EMERGENCY
EXITING.
I AREA CALCULATIONS I
AREA CLACULATION
SUITE #200 1,765 SQ.FT.
CONSULTANT:
WILKU
15 Ninth Avenue North, Hopkins, MN 55343
Phone: 952.941.8660/www.wilkusarch.com
CLIENT:
UGORETS
8098 LLC
410 11th. AVENUE SOUTH
HOPKINS, MN 55343
PHONE: 612/363-3321
PROJECT INFORMATION:
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No
66 m
SEAL:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
Print Name: DUANE L. PERRY
Signature:
it
License No.: 21621
Expiration Date: 06-30-18
Date: 12-08-17
PROJECT NO.: SUITE 200
DRAWN BY: BJR
CHECKED BY: DLP
ISSUE: DATE:
ISSUED FOR PERMIT 12-08-17
REVISION: DATE:
PROJECT LOCATION:
ORONO, MN
SHEET NUMBER / TITLE:
A 1
SUITE 200 FLOOR PLAN
O
SUITE 200 CEILING PLAN
1/411=11-011
PLAN
NORTH
I CEILING PLAN SYMBOLS I
NEW 2'x 4' CEILING LIGHT FIXTURE
- INSTALLED BY ELECTRICAL
CONTRACTOR
EXITNEW EMERGENCYELECTRICALIHT -
INSTALLED BY
CONTRACTOR
I CEILING PLAN KEY NOTES I
ONEW 2'x 2' CEILING GRID AND LIGHT FIXTURES @ 9'-6"
A.F.F.
OEXISTING CEILING GRID AND LIGHT FIXTURES IN THIS
AREA - "NO WORK"
FLOOR PLAN NOTES
1.) ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH
FEDERAL, STATE, AND LOCAL CODE ORDINANCES AND LAWS.
2.) THE CONTRACTOR SHALL VISIT THE JOB SITE, VERIFY
EXISTING CONDITIONS, AND NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES PRIOR TO SUBMITTING A BID AND/OR
BEGINNING ANY CONSTRUCTION WORK.
3.) ALL WORK TO BE PREFORMED TO INDUSTRY STANDARDS
4.) CLEAN UP - UPON COMPLETION OF WORK. THE SPACE
SHALL BE MADE NEAT AND CLEAN.
5.) CONTRACTOR SHALL RETAIN EXISTING SMOKE
DECTECTORS AND SPRINKLER HEAD LOCATIONS
6.) WHERE REMOVAL OF WALLS, ETC. OCCURS, ADJOINING
SURFACES SHALL BE PATCHED AND REPAIRED FOR NEW
FINISH APPLICATION.
7.) DURING THE PROCESS OF CONSTRUCTION, CONTRACTOR
SHALL MAINTAIN ACCESS TO ALL EXITS AND RELATED
CORRIDORS AS REQUIRED BY CODE FOR EMERGENCY
EXITING.
CONSULTANT:
WILKU
15 Ninth Avenue North, Hopkins, MN 55343
Phone: 952.941.8660/ www.wilkusarch.com
CLIENT:
UGORETS
8098 LLC
410 11th. AVENUE SOUTH
HOPKINS, MN 55343
PHONE: 612/363-3321
PROJECT INFORMATION:
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M
WLO
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00
00
0
3� �z
=W a�
c� Z � z
W— �o
No
66 m
SEAL:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
Print Name: DUANE L. PERRY
Signature:
it
License No.: 21621
Expiration Date: 06-30-18
Date: 12-08-17
PROJECT NO.: SUITE 200
DRAWN BY: BJR
CHECKED BY: DLP
ISSUE: DATE:
ISSUED FOR PERMIT 12-08-17
REVISION: DATE:
PROJECT LOCATION:
ORONO, MN
SHEET NUMBER / TITLE:
A2
SUITE 200 CEILING PLAN