HomeMy WebLinkAbout2016-00569 - addn/remodel/repair CITY OF ORONO * 2 0 1 6 - 0 P1 5 6 9 *
, 2750 KELLEY PARKWAY DATE ISSUED: 07/19/2016
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2445 SHADYWOOD RD
PIN : 20-117-23-11-0015
LEGAL DESC : TOWNSITE OF LANGDON PARK
: LOT 000 BLOCK 004
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : COMMERCIAL-BUSINESS
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTIVITY : 437-NONRESIDENTIAL&NONHOUSEKEEPIN
VALUATION : $ 680,000.00
NOTE: COMMERCIAL INTERIOR REMODEL
APPLICANT PERMIT FEE SCHEDULE 4,574.92
PLAN REVIEW 2,973.70
THE BAINEY GROUP INC STATE SURCHARGE(VALUATION) 340.00
14700 28TH AVE N, SUITE 30
PLYMOUTH,MN 55441- TOTAL 7,888.62
(763)231-8182 Payment(s)
CHECK 74746 7,888.62
OWNER
Bridgewater Bank
3800 AMERICAN BLVD W
SUITE 100
BLOOMINGTON,MN 55431-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall bc compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building�ode.This permit may be
revoked at any time for due cau e '� r'
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Applic ' ermi i nature Date�� [ssued ignature Date
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t RECEIVED
' ' CITY OF ORONO
BUILDING PERMIT APPLICATION MAY � � 7_Otfi
FOR NEW STRUCTURES OR ADDITION��N OF ORONO
�O� �� Mailing Address: Permit number: pZd � —�,S
O PO Box 66 _
Cl��` �� Crystal Bay, MN 55323-0066 Date received: � "-1 7 C�' ll�
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� Street Address:' �'�����P Receiv�by: �� �1 � }���.
y�, � � 2750 Kelley Parkway Plan review fee: vv„S
�qk�SHO�F,G Orono, MN 55356
Main: 952-249-4600 Total Fee: �f Q� G /_
Fax: 952-249-4616 www.ci.orono.mn.us / U D �P
This application form must be completed in fuil and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: z445 snaayWooa Road
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes X❑ No
If yes,a specia/event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: The Bainev Group Inc.
State License# Expiration Date:
Ph011e: (C@II) 612-968-2733 (OffIC@) 763-231-8182
Mailing Address: 14�00 28th Ave N. , Suite 30 Clty: Plymouth ZIP: 55447
Contact Person: Jeff xeiskari Applicant is: on rac / Homeowner (CircleOne)
Email and/or Fax: ,7effh@bainev.com
PROPERTY OWNER INFORMATION:
Name: Rri d�ewatPr Rank _-
Phone (day): 9S�-��-�--����
Address: 380o American Blvd West Suite 100 City: Bloominqton ZIP: 55431
Email and/or Fax 952-893-6850
ARCHITECT/ ENGINEER INFORMATION:
N8m2: Momentum Desiqn Group
PhOfl@ (d8y�: 952-583-9788
Addr@SS: 765 North Hampden Ave Suite 180 Clty: St Paul ZIP: 55114
Email and/or Fax: Jeff@mdqarchitects.com
PROJECT INFORMATION: Descri tion of pro'ect: Interior remodel - exterior refacin
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 X� Office/Commercial
❑ Relocation detached garage ❑ Residence ❑ Private Sewer
� Other: (specify) Interior Remodel ❑ 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) ❑ Othe�(speCify)
15320 Minnetonka Blvd
Minnetonka, MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
w�nnv.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ 6so, o00.o0
Last Updated: January 2016
STRUCTURE INFORMATION:
1.Structure Dimensions 1. Structure Dimensions(continued)
a. Length(ft.)= Number of bedrooms= 2. Occupancy:
b.Width(ft.)= Number of garage stalls: � •�
3. Occupant Load: U �
Areas in square feet Attached=
c. Basement= Detached = 4. Type of Construction: � �L'
d. 15f Story = J /'� (
e. 2"d Story- 5. Code Edition: ��C`� ' L�v
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 A 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'/z x 11 set
❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ ❑ Surve -2 full size, to scale(meetin ALL surve requirements)
❑ ❑ Hardcover Calculations
❑ ❑ Se tic S stem Certification
❑ ❑ Minnehaha Creek Watershed District(MCWD) Permit or
Documentation 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;
• Certifles 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 al� of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of
the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
required by law. If you refuse to supply the information, the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
Applicant's Signature� Date: 5-13-2oi6
Owner's Signature: Date:
Last Updated: January 2016 � ' Z�%� / •
���/f�
� � /��` �
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
� � � �f� �-C�� ��-
� Address: Permit No.:
Description of work: ���?(�'�G! Date Rec'd:
. `7� �UV �� .5�� Q �av/CG�`� c�� �
Septic review by: C (,l��r C� (,!� Date Approve : �� � `�— j.
Zoning review by: Date Approved:
Building review by: �� ' Date Approved: C� �� � �
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? � Yes � No Landscaper:
Proposed Setbacks:
Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour;
Perimeter(linear feet) = 50% = L.F. below grade
Basement? � Yes � No, Stories
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
The distance between the lowest proposed Slab at or above grade—
START W ITH floor(of the basement or crawl space)and measure from hiahest existin�c
the highest point of the roof. START WITH rg ade to the highest point of the
roof even if fill was brought in to
If you have a... elevate home.
SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure
(BASED ON windows): Subtract half the distance from highest existing grade to the
ROOF TYPE) between the highest point of the roof hi hest oint of the roof.
to the low point of the corresponding If you have a...
gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF
GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half
• windows): Subtract half the distance ROOF TYPE) the distance between the
between the top of the highest highest point of the roof to
window and the highest point of the the low point of the
roof corresponding gable or
hipped roof
• ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
SUBTRACTION Subtract the distance between the half the distance between
(BASED ON 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
E�UALS
Updated: May 2016
z:\forms\plan review checklist 5-2016.docx
Shoreland District MCWD Permit Average Lakeshore Setback Bluff
Met? .
0 Yes �
� Yes 0 No Permit Number: 0 Yes 0 No 0 N/A 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 � No � Yes � 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 Footage $ per Square Foota e
Basement X = $
1 St Floor X = $
2nd FIoOr X = $
Garage X = $
Estimated Construction Value: $ lQ����
Orono Inspections Required Work Requiring Separate Permits
Footing � Site Plumbing � Grading/Filling
� Poured Wall ❑ Silt Fence/Erosion Control � Mechanical 0 Fire
0 Foundation Survey ❑ Hardcover Removal 0 Fireplace � Water Connection
� Framing 0 Other(specify) 0 Masonry 0 Sewer Connection
� Waterproofing/Drain tile � Mfg. � Lawn Irrigation
0 Foundation Waterproofing � Other(specify) � Landscaping
Framing
Insulation
0 As-Built Survey
Final
� Lathe Required State Permits
0 Other(specify)
0 Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED:
� See Builder Acknowledgement Form
� Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: May 2016
z:\forms\plan review checklist 5-2016.docx
9 ,����� ����n }
' Brldg�water Bank-Z446 Shadywaad Road Sqeclaf Teating and lnspectlon Schaduie
Otono,Minnssota Section Ot 43 33
Momanium Dssign Group PaQe 7 of 2 ;
,.j��
ACKIVOWLEDGE�IFNTS �
Each appropr�ate representative must sign below: #
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Owner; firm: Bridgewater Bank Oate: t
� A' 1
ca�t���o�: ,_,..�--`�= �HF r,�q�ti�y G�J�P u��: !I G F
Architect. , � Firrn: Momentum Deslgn Group,LI.0 Date:
�.. -s'f` 70
s��� •�' � . Firm: Vofgt&Associates, Inc. Oata: �� .�g '
�
S!•S: i�rn: �!�����'�t � Date: � �� ,
TA: �o � `
� . /J✓��.� /..�+^� Data: ,7
t
SI-'i: Firm: Date:
T� Firm: Date:
SI-T: Ff rm: Date:
F: Firm: Qatet :
F: Ftrm: Date:
'The individuaf names of ail pro5pecttve speciaE inspectars and the worktF�ey intend to abserve shall be
identified on the reverse side of this form If necessary.
LEGEND: SER� Structural Engfneer of RecBrd SI-T• Special fnspector-Technical
TA= Test€ng Agent S!-5= Specisl Inspector•
Structural
E� Fabrlcator
Accepted For the Building Department:
i
BY �'% Date �7
END QF SPECIAL STRUCTURAL TESTfPfG AND
INSPECT�QN SCHERUIE S�Ci'iqN
JH
. ����� ���� .
,
Bridpewater Bank•2446 Shadywaod Road gpecial teatfng and Irtspectfon$chadule i �
Oronq,Minneaota �eatlon a14S 33 � .
Momar�tum Qesign C3roup Pags 1 af 2
, i
SPECIAL TESTtNG ANp IMSPECTION SCNEWLE
Project fYamQ: Brldgewater Bank Remodel Project IVo. MOG ig-Q43 �
i
�
Locatton: Ororto, Mlnnesata Permit No. `
�
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S�IAL�Y PECTiON���DBI.E
Sneciifcadov e of Report � �
s
5�c pn rtic[� Descrtndon f21 Inspector(�� FGg9lI�Y Pirm�4} �
. �
03Z0� 3.4 Concrete Relnforcement, SIS AsSpecffled �
04220 3.b Masonry Retnfarcement�G�out St-S Each Grout t
i
ozzoo 1.3 Sub-grade Testing 7.A. As SpadflQd �
,
a2't40 1.3D B�ckfill Mater(als Testing T.A. As Specifted �
E
8
03300 1.4 Mbc Daslgn Y.A. P�tor to
:
Concrete �
03300 1.6 Cancrete ntllnder7estUg,Slump&Alr T.A. AsSpeclfled �
Entrafnment �
l
b51a4 3.5 Steet Connectton Testing T.A. As Specfffed `
s
02930 3.Q4 9tor�tentiort-Perc Tasta F.A. As SpecEfieB '
:
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�
Notes; .
,
This schedufe to be flfled out and Included In the proJect specificatfon manual. Informatlon,whlch is i
;
unavallable at that time,shall be fflled out when applyiag for bu�lding permit,
(1y Buflding afflcial will provfde Perm[t Number. ,
(2) Use descriptlons per I.B,C.Chapter 17. �
(3) Spedallnspector—Technicat,Spec�allnspettar-Structural =
,
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[4} Firm contracted to perform 5ervices. �
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C ITY OF ORONO
� ,� Street Address: Mailing Address: Telephone(952)249-4600
'��, ti 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616
1,9 tp�' Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us
kFsxo�
June 16, 2016
Jeff Heiskari
The Bainey Group Inc.
14700 28th Avenue North Suite#30
Plymouth, MN 55447
RE: Bridgewater Bank
2445 Shadywood Road
We have completed a preliminary plan review for the above-captioned project and find the following
Items that must be addressed in writing before a permit can be issued:
�Note on page A/200 refers to windows in each side of tower, provide details.
�2`: Plovide Special Inspections form signed by all parties involved.
jrovide manufacturer specifications for Rainscreen cladding.
� Provide details for fireblocking and draftstopping per Code Sec. 718 of the 2015 Minnesota Building
Code for combustible construction used in tower.
Additional comments may be identified following review of updated information. Please call if you have any
questions.
Regards,
� ����
Ci�
Roger Peitso
Building Official
City of Orono
Direct: 952-249-4625
Email: rpeitso@ci.orono.mn.us
Fax: 952-249-4616
CC: Architect,leff Wrede
. , �`�s�,`�s'
2012 INTERNATIONAI, �(�,.,���
Plan Review
� BUII�DING CODE� oa�e: ,r
P��T �VI�W I�E�ORD� Valttation:
�ee:
JURISDICTION:
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CORRECTION LIST(corrt'd.) � , "
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NOTES: N.R.—Not required ,
N.A.—Not applicable ' •
ADMIiViSTRATION (Chapter i)
Complete construction documents Signed/sealed construction documents
(�o�i, io�2� (�o��, State laws vary)
BUILDIPIG PLANNING (Cha�sters 3, 4, 5, 6)
OCCUPANCY CLASSiFICATION(302-312,508,509)
_� Single Occupancy(302.1) Incidental uses (509, Table 509)
Mixed Occupancy(508.1) Accessory occupancies(508.2)
GENERAL BUILDING LIMITATIONS(Chapters 5&6)
�'���Address identification (501.2)
Apply Case 1 to determine the allowable height and area and permitted types of construction for.a building containing a
single occupancy or nonseparated mixed occupancies. Apply Case 2 to determine the allowable height and area and
permitted types of construction for a building containing separated mixed occupancies.
AREA MODIFICATIONS TO TABLE 503
Allowable tabular area,A�(Table 503) � Frontage
(506.2)
Area Increase Factor due to frontage, North East South West
If(506.2) + Total
Frontage (� ft. Perimeter(P) ft.
Area Increase Factor due to automatic Width of open space (W)_
sprinklers, IS(506.3) +
Area Increase Factor �
due to frontage, /,_
Conversion factor = (506.2)
If = [P-0.25]0
CASE 1 —SINGLE OCCUPANCY OR NONSEPARATED MIXED OCCUPANCIES(508.3)
Using Table 503, identify the allowable height and area of the single occupancy or the most restrictive of the nonsepa-
rated mixed occupancies. Construction types that provide an allowable tabular area equal to or greater than the adjusted
building area and allowable heights (as modified by Section 504) equal to or greater than the actual building height are
permitted.
DETERMlNE CONSTRUCTION TYPE CHECK ALLOWABLE AREA(506.4)
Actual building area ?� ft2 Allowable area per floor(A
Adjusted building area ft2
� X d�ID = ft2
actua�l u�tlding a�ea��conversion factor converslon factor tabular area(Table 503) �
1q /� !L
Actual building height .�l feet � stories Total floor area(all stories) �f-t7��. ft
Allowable building height �feet ��stories Allowable floor area(all stories)
Permitted types of construction �-�l � �� x =--�{�--�ft2
Allowable area per floor number of stories
Type of construction assumed (AJ (ma�dmu��
for review (602.1) �r Compliance verified
-4-
� , CASE 2—SEPARATED MIXED OCCUPANCIES(508.4)
Using Table 503, identify the allowable height and area of each of the separated occupancies within the building. Con-
struction types that provide, for each story of the building, tabular areas (as modified by Section 506) which result in a
sum of the ratios of 1.00 or less and allowable heights (as modified by Section 504) equal to or greater than the actual
height of the occupancy are permitted.
Acival Adjusted Actual Allowable
Story Group floor area floor area* height height
_T ft2 ft2 ft stories ft stories
�Y�.� ft� ft stories�,___��ft� stories
��"`•-�,�.ft2 ft ft ories ft stories
ft�`"'`�- ft2 stories ft stories
ft���`-�=�� ,�� .���ft stories ft stories
ft� - ft2 �-`--------�,.�stories ft stories
�-��g`ft� ft stories������}-,,,, stories
Area ratio(single floor)� Adjusted floor area" _ + + + � 51,00
Allow.tab.area, Ar(Tab/e 50� - -
"Adjusted floor area=actua!fl�r area t oornerslon factor
CHECK ALLOWABLE AREA(506.5) �
Three stories or less buildings �_ Permitted types of construction
Four or more story buildings � Type of construction assumed ��„�
(Total area ratio<3) for review (602.1)
Compliance verified
MEZZANINES (505)
Area limitation � , �� �,�Upenness (505.2.3)
Egress (505.2.2) �--- Equipment platforms (505.3)
UNLIMITED AREA BUILDINGS (507)
Nonsprinklered,one story(50 . Gro occupancies (507.8) ,
Sprinklered, one story(507.3) Aircraft paint hangar(507.9)
Two story(507.4) Group E buildings (507,i0)
Reduced open space (507.5 otion picture theaters (507.1 i)
Group A-3 building��7!6, 507.7) Covere d open mall buildings/anchor
stores (507.72)
SPECIAL PROVISIONS (510)
Speciaf condition applicable (510.1) Compliance verified
SPEC{AL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (Chapter 4)
COVERED MALL AND OPEN MALL BUILDINGS (402)
Open space (402.1.1, 402.1.2) Plastic signs (402.6.4)
Lease plan (4023) Stan �e system (402.7.1)
Area/type of construction (402. . oke control (402.7.2)
Fire separations (402.4.2-402.4.2.3) Standby pc�wer and emergency voice/alarm
Open mall construction (402.4.3) (402-7.3, 402.7.4)
Automatic sprinkler system (402.5) Fire department access (402.7.5)
Interior finish (402.6.1) �' Mall width (40�.8.1)
Kiosk requirements (402.6.2) � uparrt load (402.8.2-402.8.2.4)
Playground structures (402.6.3 Egr s (402.8.3-402.8.7)
Security grilles and doors (402.8.8)
-5-
HIGH-R(SE BUfLDINGS (403) Sta by pcyker(404.7) ,
�
Construction (403.2) Interio nish (404.8)
Automatic sprinkler system (403.3) Tra i distance (404.9)
moke detection (403.4.i� OTHER SPECIAL USE AND OCCUPANCY
F e alarm system (403. (2) Underground structures (405)
Sta dpipes (403.4.3) �"" Motor-vehicle-related occupancies
� (406, 570)
Eme ency voice/a�rm systems (403.4.4)
;;' Group I-2 (407)
Emerg�ncy respAnder radio coverage
(403.�.5) ��� Group I-3 (408)
Fre com�Man�,d center(403.4.6) Motion picture projection rooms (409)
Smoke rer�bval (403.4.7) Stages,platforms and technical produc-
J� tion areas (410)
Standby�ower (403.4.8)
� ; Special amusement buildings (411)
Emergency power(403.4.9)
` ' Aircraft-related occupancies (412)
Stair remoten�ss (403.5.1)
�' `�, Combustible storage (4i3)
Addi ional stairvv�y (403.5.2) .
Hazardous materials (307.i, 414)
St rway doors (4�.5.3)
` Groups H-1, H-2, H-3, H-4 and H-5 (415),
S okeproof exit (403�.4)
Application of flammable finishes (4i6)
Luminous egress path (403.5.5)
Drying rooms (417)
Elevators (403.6)
Organic coatings (418)
ATRIUMS (404)
Live/work units (4i9)
Use (404.2)
Groups I-1, R-1, R-2, R-3 (420)
Aut atic spri ler system (404.3)
Hydrogen cutoff rooms (42i)
Fire ala s tem (404.4)
Ambulatory heafth care facilities (422)
Smoke c I (404.5)
Storm shelters (423)
Enclos re(4 .6)
Children's play structures (424)
FIRE PROTECTION (Chapters 6, 7, 8, 9)
FIRE-RESISTANCE-RATED CONSTRUCTION (Tables 601 &602 and Chapter 7)
Note: Entry in ❑ indicates required rating in hours. NC FIRE-RESISTANCE RATINGS AND FIRE TESTS (703)
indicates noncombustible construction required. /�
Ratings/Combustibility
� Cons#ruction classification (602) (703.2, 703.4, 703.5)
COMBUSTIBILITY(602.2,602.3,602.4, 602.5,603) Alternative methods
O (703.3, �is, �z�, �22�
Exterior walls
O Rated glazing (703.6)
Interior elements
OMarking and identification (703.7)
Roof
-6-
� BUILDING ELEMENTS(Table C�1) �j
❑ � Atriums (707.3.6)
❑ � Structural frame (704) /�
❑ l� Incidental uses (707.3.7)
❑ � Interior bearing walls
❑ _��� Control areas (707.3.8)
❑ _� Interior nonbearing walis ❑
� Mixed occupancy and fire area separa-
❑ � Floor construction (711) tions (707.3.9, 707.3.10,90i.7)
❑ �. Roof construction (711)
❑ � Construction (707.2, 707.5-707.70)
EXTERIOR WALLS��,Table 602, 705) VERTICAL OPEN(NGS (712)
North East South West Compliance(712.1.i-712.1.18)
Fire SHAFTS (713)
separation � /' / �(}— �31, ❑
distance (�� Construction (7i3.2=713.12, 713.74)
Bearing ❑ � ❑ � ❑ � ❑ � � se and laur�dry chutes (713.13)
Nonbearing ❑ � ❑ O ❑ � ❑ � � �-�� EI tor lobby(713.14.1)
� �� Projec�ions (705.2) OTHER FIRE-RESISTANT CONSTRUCTION
� Materials/stability(705.4, 705.6) � Fire walls (706)
❑ Opening protection(705.8.1 - 705.8.4) � Fire partitions (708)
❑ Vertical fire spread protection Smoke bamers 709
(705.8.5, 705.8.6) � � �
❑ Parapets (705.11) Smoke partitions (710)
FIRE BARRIERS (707) Penetrations (714)
❑ Shaft enclosures (707.3.1) Fire-resistant joint systems (715)
❑ Interior exit stairvvay/ramp (707.3.2) Opening protectives (716)
❑ Exit access stairvvaylramp (707.3.5) ampers (717) � ���
❑ ��a� ��
Exit passageway (707.3.4) ncealed spaces (7i8)
❑ Horizontal exits (707.3.5) Thermal-and sound-insulating materials
(720, 807)
INTERIOR FlNISHES (Chapter 8)
��=��Smoke development Floor finish (804)
(803.1.1, 803.1.2, 803.9, Table 803.9)
_�� _�_Combustible materials (805)
_��lame spread
(803.1.1, 803.1.2, 803.9, Tab/e 803.9) � Decorations and trim (806)
�� �S� Textile%xpanded vinyl coverings ��_Acoustical ceiling systems (808)
(803.1.3, 803.1.4, 803.5-803.8)
-7-
�i€�� PROTECTION �Chapter 9) ,
AUTOMATIC SPRINKLER SYSTEMS (903) Hose threads (903.3.6)
(Where required)
Sprinkler monitoring and alarms (903.4)
� Assembly(A-1,A-2,A-3,A-4,A-5)
(903.2.1) "Also see Fire Code Sprinkler Plan Review Record
� Ambulatory heatth care facilities(B) ALTERiVATIVE AUTOMATIC FIRE-EXTINGUISHING
(gp3,2,2) SYSTEMS (904)
_�_ Educational(E) (903.2.3) Installation (904.3)
� Factory/Industrial (F-1) (903.2.4) Wet-chemical systems (904.5)
� High-hazard (H-1, H-2, H-3, H-4, H-5) Dry-chemical systems (904.6)
(903.2.5)
Foam systems (904.7)
�_ Institutional(I-1, I-2, I-3, I-4) (903.26)
Carbon dioxide systems (904.8)
� Mercantile(M) (903.2.7)
Halon systems (904.9)
Residential(R) (903.2.8)
Clean-agent systems (904.10)
Storage/Repair garage(S-1) (903.2.9)
Commercial cooking systems
� Parking garages (903.2.10) (903.211.5, 904.2,i,904.11)
�_ Windowless story (903.2.11.1) STANDPIPE SYSTEMS (905)
� Rubbish and linen chutes (903.2.1 i.2) Installation standard (905.2)
_� Buildings over 55 ft. high (903.2.11.3) Building height (905.3.1)
___� Incidental uses (Table 509) Group A (905.3.2)
�_ Additional required systems Covered and open malls (905.3.3)
(Table 903.2.11.6) Stages (905.3.4)
-y�>� International Fire Code (IFC 903.2.11.6)
Underground buildings (905.3.5)
AUTOMATIC SPRfNKLER SYSTEMS' (903)
(Design) Helistops/heliports (905.3.6)
Shop drawings (107.2.2) Marinaslboatyards (905.3.7)
NFPA 13 system (903.3.1.i) Rooftop gardens/landscaped roofs
(905.3.8)
NFPA 13R system (903.3.1.2)
Hose connections and locations
NFPA 13D system (903.3.1.3) (905.1, 905.4, 905.5, 905.6)
Quick-response and residential heads Cabinets (905.7)
(903.3.2)
Dry standpipes (905.8)
Actuation (903.3.4)
Valve supervision (905.9)
Water supplies (903.3.5)
-8-
• , PORTABLE FIRE EXTINGUISHERS (906) Initiating devices (907.4)
�_ Required locations (906.1, 906.5, 906.6) Occupant not'rfication (907.5)
fnstallation standard (906.2) Installation (907.6, 907.7)
G Z,¢ �f� �C
Size and distribution (906.3) EMERGENCY ALARM SYSTEMS (908)
� Cabinets (906.8) Detection system applicable
___a�� --��� (908.1 - 908.6)
L.�— Installation (906.9) •
--_�,�� Carbon monoxide alarms (508.7)
FIRE ALARM AND DETECTION SYSTEMS (907)
(Where uired) SMOKE CONTROL SYSTEMS (909)
Construction documents/shop drawings Where required (402.7.2,404.5, 405.5,
(so��.i, so��.2� aos.s, a�o.s.�2, �oz2.�o, �o2s.s.2.��
Assembly(A-1, A-2,A-3,A-4,A-5) Design requirements (908.1 -909.4)
7.2.1)
(� Smoke barriers (�9.5)
v usiness(B) (907.2.2)
Pressurization method (909.6)
Educational(E) (907.2.3)
Airflow design method (909.7)
Factory(F-1, F-2) (907.2.4)
Exhaust method (909.8)
High-hazard (H-5/organic coatings/highly
toxic gases/organic peroxides/ Design fire (909.9)
o�dizers) (907.2.5)
EquipmenUPower(909.10, 909.11)
Institutional (I-1, I-2, I-3, I-4) (907.2.6)
Detection and control (909.12-909.18)
MeFcantile(M) (907.2.7)
Smokeproof enclosures (909.20)
Residential (R-1, R-2, R-4)
(907.2.8, 907.2.9, 907.2.10) Elevator hoistway pressurization (909.21)
Single/multiple station smoke alarms SMOKE AND HEAT VENTS (910)
(907.2.11)
Requirements (9i0.1 -9i0.3)
High-rise buildings (907.2.i3)
Mechanical alternative (910.4)
Atriums (907.2.14) FIRE COMMAND CENTER (911)
Other buifdings/areas
(907.2.12, 907.2.15-907.2.23) Requiremems (911.1.1 -911.1.5)
FIRE ALARM AND DETECTION SYSTEMS (907) F E D ARTMENT CONNECTIONS(912)
(Design)
Installation (912.1-912.5)
Residential smoke alarm interconnection
(907.2.11.3) FI P PS(913)
Residential smoke alarm power source Requirements (9i3.1 -9i3.5)
(907.2.1 i.4)
EMERGENCY RESPONDER SAFETY FEATURES/
Fire safety functions (907.3) RAD COVERAGE(914, 915)
RequiremeMs (914.i, 9i4.2, 9i5.1)
-9-
�+�CUP�:�l��l��DS (Chapters 10, 11, 12} ,
Nl�NS QF EGRESS(Chapter 10)
OCCUPANT LOAD (1004.1.2 and Tab/e f004.1.2, 1004.4) CAPACITY OF EGRESS COMPONENTS
Location Floor + Sq.ft./ = Occt.
Other (1005.3.1, 1005.3.2)
Area person load occt. Total Egress width(inch/occupant)
loads
Stairways
Other egress component
Location Stairways Other eg�ess
components
NUMBER OF EXITS (102f.i, 1021.2)
Location Required Shown
-10-
� � MEAIVS OF EGRESS (continued)
GENERAL MEANS OF EGRESS
Design requirements (1003.2- 1003.7) Door landings/Thresholds/Arrangement
Encroachment (1005.7) (i�•�•5- ��•1•8)
Means of egress illumination (i006)
Door hardware (1U08.1.9, 1008.i.10)
Exit signs(101 i) Stairways (1009)
Accessible means of egress (i007)
Roof access (1009.16)
Door size/swing/opening force
Ramps (1010)
(1008.1 - i008.1.3) Handrails (1012)
Special doorsJGates/Turnstiles Guards(1013)
(lOD8.1.4, 1008.2, 1008.3)
Luminous egress path markings (1024)
EXIT ACCESS
Door number and arrangement ___��Aisles (1017)
(i014.2, 1015.1, 1015.2) ,
Corridors (1018)
Common path of egress travel (1014.3)
Air movement in corridors (10i8.5)
Exit access travel distance (i016)
Egress balconies (1019) . �
EXITS/EXIT DISCHARGE
Exits/Exit doors (1020, 1021) ' � Horizontal exits (1025)
Interior exit stairways/ramps (1022) Exterior exit rampsJstairvvays (1026) �
Exit passageways (1023) Exit discharge (102�
OTHER MEANS OF EGRESS �
Miscellaneous egress requirements -�'���—Assembly aisles�features
(1015.3- 1015.6) (1028.6- 1028.14)
Bleachers(1028.i.1) Emergency escape and rescue(1029)
Assembty exits 8�egress (1028.2- 1028.5)
ACCESSIBILI'TY* (Chapter 11)
` � Scoping requirements (1103j -�/' Dwelling units and sleeping units (1107)
�_Accessible route (1104) �� �` L _�Special occupancies(1 i08)
��Accessible entrances (1105) .�Features and faci)ities (1109)
�_Parking and passenger loading (1106) Signage (1 i10)
*Also see Accessibility Plan Review Record
-11-
6�d��t�R ��iVd�tONMENT (Chapter 12) ,
�Ventilation (i203)" �`� �'" Sound transmission (1207)
�1��Temperature control (1204) �_Interior space dimensions (1208)
Lighting (1205) �Access to unoccupied spaces (i209)
�Yards or courts (1206) ��Toilet and bathroom requirements
(1210,2509)
'Also see Mechanical Code Plan Review Record
BUILDING ENVELOPE (Chapters 13*, 14, 15)
'See Energy Conservation Code Plan Review Record
�-Q7� 8��0• EXTERIOR WALLS (Chapter 14)
Performance requirements (i403) Combustible material restrictions (1406)
Materials (1404)
Exterior wall coverings/MCM's HR�!1dn9�
(1405, 1407)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15)
Weather protection (1503) Roof coverings (1507)
Flashing (1503.2, 1507.2.9, i507.3.9, Roof insulation (1508)
7507.5.7, 1507.7.7, 1507.8.8, 1507.9.9) Rooftop structures (1509)
Performance requirements (1504) Reroofing (1510)
Fire class'rfication (1505) Solar photovoltaic panels/modules (i511)
Materials (1506)
STRUCTURAL SYSTEMS (Chapters 16, 17, 18)
STRUCTURAL DESIGN (Chapter 16)
STRUCTURAL DESIGN CALCULATIONS Roof live Ioads (1603.1.2, 1607.i2)
Submitted for all structural members Roof snow loads (1603.1.3, 1608;Chapter 7 of ASCE 7)
(106, 107.1, i07.2.1, 1604, 1605)
��Ground snow load,
DESIGN LOADS ON CONSTRUCTION DOCUMENTS p9(1608.2; 7.2 ofASCE7)
(1603)
If pg> 10 psf,flat-roof snow load,
Uniformly distributed floor live loads p,(7.3 of ASCE 7)
(1603.1.1, Table 1607.i)
If pg> 10 psf,snow exposure factor,
Floor Area Use Loads Shown CB(Tab/e 7-2, 7.3.1 of ASCE 7)
If pg> 10 psf,snow load importance factor,
lS(7.3.3, TaWe 1.5-2 of ASCE 7)
If p9> 10 psf, roof thermal factor,
C�(Table 7-3, 7.3.2 of ASCE 7)
Sloped roof snow load,p6(7.4 of ASCE 7)
Live load reduction Ponding instability (1608.3;7.1 i of ASCE 7)
(1603.1.1, 1607.10, 1607.11)
-12-
' , DESIGN LOADS (continued) Site class(76i3.3.2; i 1.4.2, Chapter20 of
Wind loads (i603.1.4, 1609;Chapters 26-3i ofASCE 7) ASCE 7)
Design procedure (i609.1.1, 1609.6, Seismic design category
Chapfers 26-3i of ASCE 7) (1613.3.5; 11.6 of ASCE 7)
Alternate all-heights method (1609.6) Basic seismic-force-resisting system
(Table 12.2-1 of ASCE 7)
Wind speed Response modification coefficient, R
(i609.3;Fig.26.5.1 of ASCE 7) (7'��e �2,2_1 of ASCE 7)
Risk category Seismic response coefficient,
(Tab/e 1604.5;Tatile 1.5-�of ASCE 7)
C,(12.8.f.1 of ASCE 7)
Surface roughness/Exposure categories Analysis procedure (i2.6 of ASCE 7)
(1609.4;26.7 of ASCE 7)
Internal pressure coefficient Design base shear(12.8 of ASCE 7) �
(26.11, Tabl�26.11-f ofASCE 7) Flood loads (1603.1.7, 16i2)
Component and cladding pressures Flood hazard area (1612.3)
(Chapter 30 of ASCE 7) Documentation (16i2.5)
Main wind-force resisting system tce loads (1614;Chapter 10 of ASCE 7)
(27.4,27.6,28.4,28.6 of ASCE 7)
Earthquake design data
Compliance
(1603.1.5, 1613;Chapters 11 - 13 and 15-23 of ASCE 7) �her loads
Risk category Concentrated live loads (1607.4)
(Table i604.5; Table i.5-i ofASCE7) Partition loads (1607.5)
Seismic importance factor, le Impact loads (i607.9)
(11.5.1, Table 1.5-2 ofASCE 7) Misc.loads (i�7.6, i607.7, 1607.8,
Mapped spectral response acceleration, 1607.13, 1607.14, 1610, 1611,2404)
S8 and S, (1613.3.1; i 1.4.1 ofASCE 7) Structural integrity (1615)
Design spectral response parameters,S�
and So, (1613.3.4; 11.4.4 of ASCE 7) Design requirements (1615.i - 1615.4)
SPECIAL IPISPECTiONS AND TESTS (Chapter 1�
Approvals/Research report(s) EIFS (1705.15) `
(1703, i703.4.2)Report No. Fire-resistant penetrations and joints
Statement of special inspections (1704.3) (i705.16)
Prefabricated items (1704.2.5) Smoke control (1705.17)
Steel construction (1705.2) Wind requirements (i704.3.3, 1705.10)
Concrete construction (i705.3)
Masonry construction (1705.4) Seismic resistance
(1704.3.2, 1705.i 1, 1705.12)
Wood construction (1705.5) Contractor responsibility (i704.4)
Prepared fill and foundations
(1705.6- 1705.9) Structural observations (i704.5)
Sprayed fire-resistant materials and Testing(other) (1706- 1711)
coatings (1705.13, 1705.14)
SOILS AND FOUNDATIONS (Chapter 18)
Soils investigations/Reports Load-bearing values (1603.1.6, i806)
(1803.1, 1803.2, 1803.3, 1803.6) Foundation walls, retaining walls and
Soil classification (1803.5) embedded posts and poles (1807)
Excavation,grading and fill (1804) Foundations (1808)
Dampproofing and waterproofing (1805) Shallow foundations (1809)
Deep foundations(1810)
-13-
S7RUCT'U�A� II�r�7'�RiALS (�hapters 19, 21, 22, 23 j .
CONCF�ETE (Chapter 13)
Piain and reinforced concrete design/ Minimum concrete strength (Table 1904.2)
construction standard specified Slab provisions (1907)
(1901.2, 1905)
Construction documents (190i.3)
MASONRY (Chapter 21)
Design method,construction standard Cold weather and hot weather
specified (2101.2) construction specified (2iO4.3,2iO4.4)
Construction documents (2i01.3) Seismic design (2106)
Construction materials (2103) Glass unit masonry (2i 10)
Mortar type (2103.9) Fireplaces/Heaters/Chimneys
(2i01.3.1,2111,21 i2,2113)
STEEL (Chapter 22)
Structural steel design/construction Steel cable structures (2208)
standard specified (2205) Steel storage racks (2209)
Composite structuraf steel and concrete Cold-formed steel design/construction
(2206) standard specified (2210)
Open-web steel joist design/construction Cold-formed steel light-framed design/
standard specified (2207) construction standard specified (2211)
- WOOD (Chapter 23)
Design method option used (2301.2) Fasteners and fastening
(2303.6,2304.9, Table 2304.9.1)
MATERIAL STANDARDS/CONSTRUCTION REQUIRE-
MENTS (2303-2306) Heavy timber construction (2304.i0)
Lumber(2303.1.1) Shear walls and diaphragms (2305,2306)
Wood I-joists (2303.1.2) CONVENTIONAL LIGHT FRAME CONSTRUCTION
Glue-laminated timbers (2303.1.3) (2308)
Wood structural panels Limitations satisfied (2308.2)
(2303.1.4,2304.6,2304.7) Wind/Seismic requirements (2308.2.1,
Fiber-, hard-, &particle-, boards 2308.2.2,2308.i i,2308.12)
(2303.1.5-2303.1.7) Braced walls (2308.3,2308.9.3)
Decay and termite protection Foundation anchorage (2308.3.3,2308.6)
(2303.1.8,2304.i 1) Floor joists (Tables 2308.8(iJ,2308.8�2j)
Structural composite lumber(2303.1.9) Wall studs (Tab/e 2308.9.1)
Structural log members (2303.1.10) Girders
Round timber poles and piles (2303.1.11) (2308.7, Tables 2308.9.5 and 2308.9.6)
Fire-retardant-treated wood (2303.2) Ceiling joists
Hardwood and plywood (2303.3) (Tables 2308.i0.2ji],2308.10.2(2])
Trusses (2303.4) Roof rafters
(Tables 2308.10.3.j1 J-2308.10.3(6])
Joist hangers (2303.5) Roof uplift (2308.10.1)
-14-
. ` ,
• , NONSTRi9CTURAL iIAATERiALS (Chapters 24, 25,26)
GLASS AND GLAZING (Chapter 24)
Sloped glazing and skylights (2405) Safety gtazing (2406,2407,2408, 2409)
GYPSUM BOARD AND PLASTER (Chapter 25�
Gypsum board materials Plaster(2507,2508,2510-2513)
(2506, Table 2506.2, Table 2508.1)
PLASTIC (Chapter 26)
FOAM PLASTIC INSULATION (2603) Special approval (2603.10)
Labeling (2603.2,2603.5.6) MISCELLANEOUS PLASTICS
Surface-burning characteristics Interior finish and trim (2604)
(2603.3,2603.5.4)
Thermal barrier(2603.4) P�astic veneer(2605)
Exterior walls/Roofs (2603.5,2603.6) Light-transmitting plastics (2606-2611)
Interior finish/trim in plenums Fiber reinforced polymer(2612)
(2603.7,2603.8) Reflective plastic oore insulation (2613)
Protection against termites (2603.9)
BUILDING SERVICES* (Chapters 27, 28, 29, 30)
ELEVATORS AND CONVEYING SYSTEMS(Chapter 30)
Construction standard specified (3001.2) Conveying systems (3005)
Hoistway enclosures (3002) Machine rooms (3006)
Opening protectives (3002.1.1) T Fire service access elevator(3007)
Emergency operations (3003) Occupant evacuation elevator(3008)
Hoistway venting (3004)
*Also see Electrical (Ch27), Mechanica! (Ch.28)and Plumbing(Ch.29) Plan Review Records
SPECIAL DEVICES AND CONDITIONS (Chapters 31, 32, 34) �
SPECIAL CONSTRUCTION (Chapter 31)
Membrane structures (3102) Automatic vehicular gates (3i i0)
Temporary structures (3f03) Solar photovoltaic panels/modules (3111)
Awnings and canopies/Marquees pEDESTRIAN WALKWAYS AND TUNNELS 3iO4
(3105, 3106) ( )
Signs (3107) Construction and use (3104.3,3104.4)
Telecommunication and broadcast towers Separation (3104.5, 3104.10)
(3��) Public way j3104.6)
Swimming pool enclosures (3109) Egress (3104.7-3104.9)
ENCROACHMENTS INTO THE PUBLIC RIGHT OF-WAY (Chapter 32)
Below grade (3202.1) Temporary (3202.4)
Above grade (3202.2, 3202.3)
EXtSTING STRUCTURES (Chapter 34)
Building materials(3401.4) Change of occupancy (3408)
Additions, alterations, repairs Historidmoved buildings (3409,3410)
(3403-3405) Accessibility(341 i)
Fire escapes (3406) Compliance alternatives (3412)
Glass replacement(3407)
-15-
. , '
BUILDING EVALUA'TiOf�SUMMARY(Table 3412.7) ,
Existing occupancy: Proposed occupancy:
Year building was constructed: Number of stories: Height in feet:
Type of construction: Area per floor:
Percentage of open perimeter increase: N4 �Q /, Corridor wall rating:
Completely suppressed: Yes No� Required door closers: Yes No
Compartmentation: Yes No K
Fire-resistance rating of vertical op ning enclosures: r h�v�
Type of HVAC system: /��� , serving number of floors: 2-
Automatic fire detection: Yes No� Type and location:
Fire alarm system: Yes No_ C' Type:
Smoke control: Yes No� Type:
Adequate exit routes: Yes No Dead ends: Yes No�_
Maximum exit access travel distance: � P'�- Elevator controls: Yes�_ No
Means of egress emergency lighting: Yes C No Mixed occupancies: Yes No�_
Safery Fire Means General
parameters safety(FS) of egress(ME) safety(GS)
3412.6.1 Building height
3412.6.2 Building area
3412.6.3 Compartmentation
3412.6.4 Tenant and dwelling unit separations
3412.6.5 Corridor walls
3412.6.6 Vertical openings
3412.6.7 HVAC systems
3412.6.8 Automatic fire detection
3412.6.9 Fire alarm system
3412.6.10 Smoke control '''`
3412.6.11 Means of egress capacity "'''
3412.6.12 Dead ends ''"�
3412.6.13 Max.exit access travel distance "''
3412.6.14 Elevator control
3412.6.15 Means of egress emergency lighting '"'
3412.6.16 Mixed occupancies `�'*
3412.6.17 Automatic sprinklers =2=
3412.6.18 Standpipes
3412.6.19 Incidental use
Building score—total value
*"*No applicable value to be inserted.
BUILDING SAFETY EVALUATION SCORE(Table 3412.9)
Formula Table 3412.7 Table 3412.8 Score Pass Fail
FS-MFS>_0 (FS) — (MFS) _
ME-MME Z 0 (ME) — (MME) _
GS-MGS>_0 (GS) — (MGS) _
FS = Fre Safety MFS = Mandatory Fire Safety
ME = Means of Egress MME = Mandatory Means of Egress
GS = General Safety MGS = Mandatory General Safety
APPENDICES A - M
Appendices adopted (101.2.i) Compliance verified
-16-
. . • '
�'
�
Momentum Design Group
June 21, 2016
Roger Pietso, Building Official
City of Orono
2750 Kelley Parkway
Orono, MN 55356
RE: BRIDGEWATER BANK
RESPONSE TO BUILDING OFFICIAL MEMO
Roger,
Below are our responses to your comments from the memo dated June 16, 2016.
1. We have added window and rainscreen venting details 4 and 5 on sheet A502.
2. The certified Special Inspections Form is attached to this letter.
3. Rain Screen cladding specifications are attached to this letter.
4. Fireblocking as required by MNSBC 718.2.6 is specified and shown on the re-issued sheet A502.
Please feel free to call to discuss any of the items for further clarification.
Sincerely,
Momentum Design Group,LLC.
r /�
...._. ;�f/�' I �
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�._.._.- —'/'� �� �
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1eff Wrede,Architect
Partner
The Lyric at Carleton Place 765 North Hampden Avenue Suite#180 St. Paul, Minnesota 55114 952.583.9788
www.mdga rch itects.com
, .
Permit Application: Self-Checklist for Completeness
Please note, the applicant must initial in the boxes below to acknowledge the minimum
required information is included with the submittal. If not, the application will NOT be
accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on
application submittal requirements.
Completed Application
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
regarding this project.
Signed by:
Address:
Permit #: �Q!!� --� S (v
Packet Last Updated.• January 2015
Page 2
MCES USE:Letter Reference: 16060266 Address ID:704754 Payment ID:393118
Date'of Determination:06/02/16 Determination Expiration:06/02/18
Greetings!
Please see the determination below.
Project Name: Bridgewater Bank
Project Address: 2445 Shadywood Road
Suite#/Campus: na
City Name: Orono
Applicant: Jeff Heiskari,The Bainey Group, Inc.
Special Notes: na
Charge Calculation:
Office: 1861 sq.ft. @ 2400 sq.ft./SAC=0.78
Meeting: 353 sq.ft. @ 1650 sq.ft./SAC=0.21
Warehouse: 826 sq.ft. @ 7000 sq.ft./SAC=0.12
Total Charge: 1.11
Credit Calculation:
Retail (Grandparent 1964) 2373 sq.ft.x 80% usable space @ 3000 sq.ft./SAC=0.63
Total Credit: .�6.
Net SAC: 0.48 —or— 0 SAC DUE
The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the
business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be
made. If you have any questions email me at:toni.ianzi�@metc.state.mn.us.
Thank you,
Toni Janzig
SAC Program Technical Specialist
Please visit our SAC website by going to:
http://www.metrocouncil.or�/Wastewater-Water/Fundin�-Finance/Rates-Char�es/Sewer-Availabilitv-Char�e.asqx
M�TROFULITAN
C Q U N C I L
Tracking #:
E13160NT1373 � � Delivery
Shippers Reference Number: � ��
BRIDGEWATER BANK - - Service
Phone: 952-884-4060
Shippers Reference Number 2:
COMM BLDG PERMIT http://www.bontime.com
Account Number: Date: 5/13/2016
6463
Name: Deliver To:
ANGIE PLAN REVIEW
Phone: Phone:
7635576911
Company: Company:
BAINEY GROUP CITY OF ORONO
Address 1: Address 1:
14700 28TH AV N, SUITE 30 BUILDING DEPARTMENT
Address 2: Address 2:
FRONT DESK 2750 KELLEY PARKWAY
City State Zip: City State Zip:
PLYMOUTH MN 55447 ORONO MN 55356
Service: Sub Service: Instructions:
CAR 2HR Pickup:
Delivery:
Weight: Pieces:
1 1
I IIIIIII IIII IIII� IIIII IIIII �I��III IIIII IIIII III IIIII IIIII IIIII IIII IIII
* E 1 3 1 6 O N T 1 3 7 3 *
I authorize release of this shipment without signature of recipient.
Release Signature:
Please attach this form with your shipment. Only one copy is required.
_ �
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED �U � 1 �_=�%�-r,
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� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
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Inspector.
White Copy��nspector's File Canary Copy/Ske Notice
� f'"� DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED � -t �
PERMIT NO. 21'�IID - �?ll�lG� COMPLEfED
ADDRESS Z�� �����'(���;�l� ��
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
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� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED
❑INSPECTION REWIRED.CALL TO ARRAN(iE ACCESS.
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�
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� DATE TIME V
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PERMfT NO. � ^ ���� COMPIETED
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OWNER TELEPHONE NO��a � �73�
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Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
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Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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Inspector: � �
Whit�CoDYMspector's FIN C�nary Cop�rISM�Notia
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE �-� SCHEDULED �� �T/��
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O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
CaU for the next inspection 24 hours in advance. (g52) 249-4600
OvvnerlContra on site:
Inspector: -
White Copyflnspector's File Cenary CopylSite Notice
DATE TIME
CITY OF ORONO caLLED tN
INSPECTION TICEfy') SCHEDULED —�7�rj�
PERMIT NO. w� � COMPLETED � !(''�"
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� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
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INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cae for the next inspection 24 hours in advaru:e. (g52) 249-4600
OwnerlContra on site:
Inspe�tor
WhiM CopyllnspecMr's File Canary CopylSite Notice
���� �
- DAT—E TIME
CITY OF ORONO CALLED IN ��
M18PECTION NOTI�I /��/ HEDULED o?-3 -/'� ;
PERMIT NO. �'U S�wJ CO ETED -7�
ADDRESS S Lf�fJG�
01NNER ELEPWONE N ��-� �' 73�
CONTRACTOR U �
� DESCRIPTION
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O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
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� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W �AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOrllREMOVAL
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O STOP ORDER POSTED.CALL INSPECTOR �aTATION ISSUED
O INSPECTI�1 REQUIFiED.CALL TO ARRANGE ACCESS.
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T.O. PARAPET
EL: SEE P�RGH.
(3) I/4"Q� SGREWS " �
+
+
2x6 BRAGE � E/�. STUD NEW 2x6 IN�LL
51MPSON "A34" F�MING ANGHOR �
Ef�GH BRf�GE
� GONT. 2x8 YV/ NOMINAL I/4"� x 8" NEW 2x6 TRTD. PL.
LONG GR 7 SGREWS AT 6" O.G. W/SIMP50N SDWS
.22x8 SGREWS P�T
6" O.G.
SIMP50N H2.5A
IOd � 6 O.G. HURRIGANE GLIP
51 MP�'.�ON "H3" (BEND TO
� I6" O.G. AGGOMODA�TE
SLOPE)
' T.O. EXISTING ROOF SYSTEM
NEW 2x6 TIE W/ (6)
EL: SLOPES I/4"x3" 51MPSON 5D5
SG�?EWS AT EAGH
END
EXISTING ROOF SYSTEM EXST. 2x4 IN�LL
51NGLE TOP PL.
1 hereby certify that this plan, speclfication or
report was prepared by me or under my direct REMOVE AND REPLAGE
supervision and that I am a duly Iicensed SHEATHING AS REQ'D.- BLOGK
P�ofessional Engineer under the laws of the NAIL �DGES
State of Minnesota.
C� �' , ) ' � PARAPET f3RACE D�TAIL
If "°°�
Signature PAUL W. VOIGT
9-9-16 20705
Date Re istration Number
Voigt & Associates, Inc. PARAPET BRACE DETAIL S I�1
STRUCTURAL ENGINEERING SERVICES r�
4635 NICOL5 RD. SUITE 204 BRIDGEWATER BANK 1 OF 1
EAGAN, MN 55122 PROJ. #: 2016.068 REVISIONS:
PH. (651) 686-7727 FAX. (651) 686-8444 D��B�,: MLH DATE: 9-9-16