HomeMy WebLinkAbout2015-00098 -new structure , . CITY OF ORONO * z 0 1 5 - 0 0 0 9 8 *
. � ' 2750 KELLEY PARKWAY DATE ISSUED: 10/14/2015
ORONO, MN 55356-
(952 249-4600 FAX: 952) 249-4616
ADDRESS : 765 BRIDGEWATER DR
P[N : 33-118-23-12-0090
LEGAL DESC : STONEBAY SEVENTH ADDITION
: LOT 3 BLOCK 1
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : TOWNHOME
ACTIVITY : 102-SINGLE FAMILY HOUSES,ATTACHED
VALUATION : $ 350,000.00
NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHAN[CAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION,
LAWN IRRIGATION,ELECTR[CAL(STATE)
NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOUNDAT[ON SURVEY MUST BE SUBMITTED AND APPROVED BY THE
C[TY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: �_
NOTE: PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND
APPROVED BY STAFF. INITIAL: �01
NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE
COMPL,ETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURVEY)�1 TEMPORARY CERTIFICATE OF OCCUPANCY
(TCO)MAY BE NECESSARY. A TCO REQUIRES A$IQ000 ESCROW. INITIAL: �_
APPLICANT PERMIT FEE SCHEDULE 2,684.59
STATE SURCHARGE(VALUATION) 175.00
WOODDALE BUILDERS INC. S.A.C. 2,485.00
6117 BLUE CR DR
MINNETONKA,MN 55343- TOTAL 5,344.59
(952)345-0543 Payment(s)
Minnesota State License#: BUIL-BC002926 CHECK 83933 5,344.59
OWNER
Stonebrook Development LLC
61 17 BLUE CR DR
MINNETONKA, MN 55343-
AGREEMEIYT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,app►icable 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 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 Code.This permit may be
revoked at any time for due cause. r -�
� _ �� C�,��C� r U� <<�� rs
� �r�i���l �� �
Applicant Permitee Signature Dat � Issued By Signature Date
_ •_ _`.A , � ��� � �7
� �� �J�z ,I�
CITY OF ORONO , �, s � �3-�'�
yj �� �
BUILDING PERMIT APPLICATION �f►^�
FOR NEW STRUCTURES OR ADDITIONS
Mailing Address: �v/�,_��
�O�O PO Box 66 Permit number:
Crystal Bay, MN 55323-0066 Date received: l-� z�—/�
� � Street Address:' ^- e • � �
fi Gti 2750 Kelley Park y . �.� �M�-�I Plan review fee:
�.qK�SHo�� Orono, MN 55356��' ( � "� C
Total Fee: ��� � �� • '
Main: 952-249-4600 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. (P/ease print)
GENERAL INFORMATION: x �
Job Site Address: ?(�,� �o j 3 ,8��` �' �. C,,t ,' v 7%/y,qD0,7'.0,,,
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes ❑ No
lf yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonst�ates sufficient on-site parking is available. Non-pe�mitted events will not be allowed.
CONTRACTOR/APPLICANT I MATION;
Name: - � �
State License# � p Expiration Date: 3 3
Phone: cell - - S office s' - s'OS 3
Mailing Address: Cit � „�,,.�T•_?,,4 ZIP: SS 3 Y
Contact Person: c%/w•��T<<c, s Applicant is: Contractor / Homeowner (Circle One)
Email and/or Fax. ��v,� � � �,,,�,e �Q„�,/� ,�GO�.,, s .Lo r•"
PROPERTY OWNER INFORMATION:
Name: �J'o.,.� B,d�aiC D� v C L C'
Phone (day): QS � ^ S 5�,�-G,S 5�3.
Address: 7 � Cit :
•v-we Tor-�'-�ZIP:
Email and/or Fax .ST� v � r Cz L�t ao .� ;�r,�w Co �---
ARCHITECT/ ENGINEER INFORMATION:
Name: ^
Phone (day): �. — 3 � .. Q
Address: // Cit : ,�,,..�
Email and/or Fax: -- v Q. •� � „�,s �� ��IP� s 3 y
PROJECT INFORMATION: Description of project:
1. Type Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal &
Water Supply
New Construction ❑ Single Family with Residence
❑ Addition attached garage ❑ Garage/Accessory Bldg. [ Public Sewer
❑ Accessory Building � Single Family with ❑ Deck
❑ Relocation hed arage ❑ Office/Commercial
❑ Other: (specify) [✓��� ❑ Warehouse � Private Sewer
ulti le Famil /Condo
❑ Public ❑ Storage Public Water
*�Any earth movement may also require ❑ Commercial ❑ Other(specify)
MCWD review& permits. ❑ Industrial
❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify)
18202 Minnetonka Blvd
Deephaven, MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ 3� Q a Q Q ,
f . � ,
♦ .
� � �
STRUCTURE INFORMATION:
1. Structure Dimensions 1. Structure Dimensions (continued) 2. Type of Construction
a. Length (ft.)= �� Number of bedrooms=�
Wood/Frame
�
b. Width (ft.)= �� Number of garage stalls: ❑ Masonry
Areas in square feet Attached =� ❑ Metal
❑ Pole Bldg.
c. Basement= /$S�� Detached = 2 ❑ ICF
d' 151 St°ry —�-6— ❑ On-site Prefab
e. 2"d Story=
❑ Off-site Prefab
f. 'h Story =
_ _ ❑ Other(please specify):
g.Total Area= ��
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A plicable
❑ Permit A lication
❑ Pro osed Buildin Plans
❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form
❑ Surve meetin all re uirements
❑ Stormwater Pollution Prevention Plan
❑ Hardcover Calculation s
❑ CY Septic S stem Site Evaluation Report
❑ �'' Access Permit
❑ Wetland Buffer Im rovement Plan
❑ En ineered Plans for Retainin Walls 4 feet or above
❑ Minnehaha Creek Watershed District Permit s
❑ Plan Review Fee
❑ Application Escrow&Agreement
❑ ❑ Other:
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative
but to reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject
of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
required by law. If you refuse to supply the information, the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
ApplicanYs Signature: Date: .��
Owner's Signature: Date:
�,
0
� PLi4t� F�E�IEIIV CFiECKLIST ��R �EW STi�U�TI�RES O 14DDITIONS
�� ,
�'. /�dclress: �� Q a (�!� Permit No.: ��� -o���
�.:
�:
� Description of work: � Date Rec'd: '' '�
�;:
Septic review by: Date Approved: ----��
Zoning reviewr by: Date Approved: � �e� /
�
,
Building review by: � Date Approved: `8�' � ' ,
y
Grading revievv by: Date Approvec6: � �� �-��
Zoning District: Zoning File#: � Reso#: --- Reso Date: �
Zoning: Lot Area: Q AC Width: ��� �' Lot Coverage: SF � %
'; Suelrey Submittecl: �Yes � No Date of Survey: _�• Revised date(?): �{���
Proposed Setbacks:
Front � Rear( et) � � � � � ) � N � � W ) Qther Buildings Wetland
Side Side
� � �� � � � �
i
Defined Height: �s` Peak Height: �� FFL�: 32F FFE minus f feet=�(Existing Gontour;
@, t 4 B
Perimeter(linear feet) = f�_ 50% _ �� �� L.F. belovv grade #of Storees �.
FOR A BUILDING WITH A BASEMEIdT OR CRAVNL SPACE: ' FOR A BUILDING ON Fi SLAB FOUNDi4TION: v P�
� The distance between the lowest p osed The distance between the top of
� � START WITH floor(of the basement or crawl s ce)and START WITH slab and the highest point of the
the highest point of the roof. roof.
If you have a... If you have a...
• GABLE OR HIPPED OOF
• GABLE OR HI ED ROOF(no (no windows): S ract half
windows): btract half the distance the distance b een the
between e highest point of the roof highest poi of the roof to
Q to the w point of the corresponding the low int of the
i � � SUBTRACTION 9a or hipped roof cor ponding gable or
`' e� (BASED ON . BL R HIPPED ROOF(with SUBTRACTION ped roof
ROOF TYPE) wi do Subtract half the distance (BASED ON . GABLE OR HIPPED ROOF
be e n e top of the highest ROOF TYPE) (with windows): Subtract
i do an the highest point of the half the distance between
roof the top of the highest
ALL OTHER ROOF TYPES(flat, � window and the highest
� point of the roof
mansard,etc):No subtraction. ALL OTHER ROOF TYPES
0
c SUBT TION Subtract the distance between the (flat mansard,etc):No
� �� (BAS ON basemenUcrawl space floor and the subtraction.
EXI ING highest existing grade adjacent to the DITION Add the distance between the top
G DES) foundation OR 10 feet(whichever is less). BASED ON of slab and the highest existing
�° UALS Defined building height EXISTING grade adjacent to the foundation.
/� GRADES
EQUALS Defned building height
Shorelanci District ARGWD Permit Average Lakeshore Setback g�uff
Met?
es No Permit Number: 1� . � Yes � No N/A � Yes No
� N/A—see attached Setback:
Stormwater Quaiity Existing HarcCcover Proposed
Overlay District (% and sfl Hardcover Variance Requirecf CUP Required
Tier(circle one %and s
0 Yes o � Yes No
1 2 3 �� 5 �� �� Type(s): Type(s):
�
Updated: January 2015
z:\forms\plan review checklist 2015.docx
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_��-�-�. _. W � :. . _ t,� ,_�.. -.�,-,-._.. . ;�. ...: o. . .. . ,, „ .�.�.. _ ._ _ .� _ _a ,
� REMARKS (in-house):
Fees to be Char ed YES NO
< Permit rf"
;
Plan Review
State Surcharge r/
Investigation Fee �
SAC—Number of sAC Units �
Other(specify) �
S uare Foota e $ per Square Foota e
Basement X = $
1St Floor X = $
2nd FIOOr X = $
� Garage X = $
� Estimated Construction Vaiue: $ �S O, O`�a o�
� Orono fnspections Required Work Requiring Separate Permits Required State Permits
;
"' 0 Site Plumbing � Grading/ Filling � ell
0 Silt Fence/ Erosion Control �' Mechanical 0 Fire Electrical
� Hardcover Removal Q Septic �Water Connection
,,�"Footing �'Fireplace �° Sewer Connection
� �Poured Wall � Masonry �Lawn Irrigation
�Foundation Survey �Mfg. 0 Landscaping
�Foundation Waterproofing 0 Other(specify)
��. �Radon Rock Bed
�" Framing
�' Insulation
�As-Built Survey
�inal
� Other(specify)
REMARKS (in-house): �ILI T p�C� ��- � °�
Other Review: Reviewed by: Date Approved:
.� Access: Existing: ❑ YES Q NO New: 0 YES 0 NO
� OFFICIAL tTEMARKS -TO BE f�QTE� OE� PERMIT AND INiTIALLED
�
�
�
�
-�'
Updated: January 2015
z:\forms\plan review checklist 2015.docx
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Christine Mattson
From: Rose Anna Bradford [roseanna.bradford@gmail.com]
Sent: Thursday, April 16, 2015 5:27 PM
To: Christine Mattson
Cc: Mike Gaffron
Subject: RE: Wooddale Builders plans FW: Stonebay architectural review
Christine and Mike,
This is a follow up to the voice mail message I left this morning regarding the Association approving Wooddale Builder's
two plans for a 3 unit and a 2 unit rambler on Bridgewater Drive. The plans were approved with one exception
regarding the material to be used on the roof. The Community is requiring Wooddale use GAF Timberline shingles.
Steve Schwieters of Wooddale Builders told me on the phone this morning that they will be using that product. The
product shown on the plans was a mistake.
Thank you for your support of our Community.
Rose Anna Bradford
612 201 3591
From: Christine Mattson [mailto:CMattsonCc�ci.orono.mn.us]
Sent: Tuesday, April 07, 2015 1:00 PM
To: 'roseanna.bradford'
Cc: Mike Gaffron
Subject: RE: Wooddale Builders plans FW: Stonebay architectural review
Thankyouvery�much. We will talk to you next week.
Christine^'
From: roseanna.bradford [mailto:roseanna.bradfordCa�gmail.com]
Sent: Tuesday, April 07, 2015 12:54 PM
To: Christine Mattson
Cc: Mike Gaffron
Subject: RE: Wooddale Builders plans FW: Stonebay architectural review
No it has not. Due to people traveling the meeting is scheduled for next week. Rose Anna Bradford
Sent from Samsung Mobile
Christine Mattson <CMattson(cr�,ci.orono.mn.us>wrote:
Good Morning Rose Anna,
i
Christine Mattson
From: roseanna.bradford [roseanna.bradford@gmail.com]
Sent: Tuesday, April 07, 2015 12:54 PM
To: Christine Mattson
Cc: Mike Gaffron
Subject: RE: Wooddale Builders plans FW: Stonebay architectural review
No it has not. Due to people traveling the meeting is scheduled for next week. Rose Anna Bradford
Sent from Samsung Mobile
Christine Mattson <CMattson(a�ci.orono.mn.us>wrote:
Good Morning Rose Anna,
Wooddale Builders has informed us the architectural review is complete and has been approved for the
properties addressed 765, 767 and 769 Bridgewater Drive and 76i & 763 Bridgewater Drive. Before we issue
the permits, please confirm the HOA has completed and approved the architectural review.
Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway ', Orono MN 55356 (physical address)
PO Box 66 '�� Crystal Bay MN '��� 55323-0066 (mailing address)
� 952.249.4620 ' � 952.249.4616
'� cmattson(�a,ci.orono.mn.us �] www.ci.orono.mn.us
�
'Christine Mattson
From: Rose Anna Bradford [roseanna.bradford@gmail.com]
Sent: Tuesday, March 31, 2015 9:45 AM
To: Mike Gaffron
Cc: Christine Mattson
Subject: RE: Building permits for 765-767-769 Bridgewater
M i ke,
I talked with Wooddale Builders this morning. I will be picking up plans from them. Steve Schwieters told me they were
going to build the two unit rambler on Bridgewater Drive first. Does the City have a request from Wooddale for the
building plans for a double rambler on Bridgewater? That is what the Association would need to approve.
Rose Anna Bradford
612 201 3591
From: Mike Gaffron [mailto:MGaffronCc�ci.orono.mn.us]
Sent: Monday, March 30, 2015 2:55 PM
To: 'Rose Anna Bradford'
Cc: Christine Mattson
Subject: Building permits for 765-767-769 Bridgewater
Rose Anna—
We are preparing to issue the permits to Wooddale Builders for the triple rambler at 765-767-769 Bridgewater Drive and
would like your confirmation that the HOA has approved the plans. Plan sets are dated 1-23-15 with a latest revision of
1-21-15.
Mike
Michael P.Gaffron
Senior Planner
City of Orono
(Street Address)2750 Kelley Parkway
(Mailing Address) P.O. Box 66,Crystal Bay,MN 55323
Phone: (952)249-4622
Fax: (952)249-4616
1
New C�onstruction Energy Code Compliance Certificate
, F�r N 1]Ol.8 Building Certificate.A building ceiYificate shall be posted in a pcnnanently visible location i�side Date Certiccate Posted
the building. The cc�tificate shall be completed by the builder and shall list information and values of
components listed in �able N1101.8. P�QC@ �/OUr
Niailing Address uf thc Dwclling or Dwelling Lini[ Ci�y
logo here
765 Bridgewater Drive Orono
Name oC ResideNi:d Contractor MN License Number
Wooddale Builders BC002926
THERMAL ENVELOPE RADON SYSTEM
Type: Check All ThaT Apply X Yassive(No Fan)
w
o „
T ` Active(With fan and monometer or
� � >, other systent monatoring devrce)
— `° 'b o
(C U � � � 0. V
C R. 3 i U � O �p �
� 0. O � � A � �
Q m m y U y b �,
p U
� � C vi vi C y � X �
Insulation Location � � z � c° U O � w �
cc o W � � „ -o ^�
.`� � � � � ro m = on c_n
F°- � z � a, �-° c,°_, � � z Other Please Describe I Icrc
I3elow Entire Slab X
Foundation Wall R-10 X Inside- 1 1/2"Thermax
Perimeter of Siab on Grade X
Rim Joist(Foundation) f2-�0 X Spray Foam
Rim Joist(ls`l�loor+) X
Wal1 R-19 X
Ceiling,flat R-44 X
Ceiliug,vaultcd R-44 X
Bay Windows or cantilevered areas fZ-3$ X AISo 3/4° Foam beloW
Bonus room over garage X
Describc other insulated areas
Windows 8 Doors Heating or Cooling Ducfs Outside Conditioned Spaces
Average U-I�actor(exclzrdes sk}ligh�s a��d one door)U: 031 X Not applicable,all ducts located in conditioned space
Solar 1 Icat Gain Coefficient(SHGC): 038 R-value=R-8
MECHANICAL SYSTEMS Make-up Air Seleet a Type
Applianees Heating System Domestic Water Heater Cooling Svstem X Not required per mech.code
F��ei ryPe Natural Gas Electric Electric i�ass;��
Manufacturer Rheem Rheem Rheem Powered
Interlocked with exhaust device.
Mode► R92PA0701317MSA 82v50-2 13AJN30A01 [�escribe:
Input in 7Q000 Capacit��in �o Output in 2.5 Other,deScribe:
Rating o1'Sizl' I3'I US Gallons- �I�ons:
Heat Loss: 51,427 Heat 27,653 Location of duel or sysiem�
Structure's Calculated ��a����
APUE or 92 SFER: ]3
1ISPP4o
Calcidated 27_QQQ
Efficienc cooling load: Cfn1'S
"round duct OR
Mechanical Venfilation System "metal duct
Describe any additional or combined heating or cooling systems if installed:(e.b.two furnaces or air Combustion Air Select a Type _
source heat pump with gas back-up furnace): X Not rcyuired per mech.code
Selecl Type Passive
Iieat Recover Ventilator([{RV) Capacity in efms: I,ow: High: Other,describe:
Gnergy Recover Ventilator(ERV)Capacity in cfms: Low: High: I.ocation of duct or system:
X Continuous exhaustine fan(s)rated capacity in cfms: 130 cfm 2 specd
Location offan(s),describe: Bathroom Cfm's
Capacity continuous ventilation rate in cfms: 65 "round duct OR
Total ventilation(intermittent+continuous)ratc in cfrns: 130 "metal duct
Created by BAM version 052009
01121l2015 09:54 Riccar Heating �A�}7631540132 P.0081015
Page 1 Residential Heat Loss and Heat Galn Calcuiatlon 1/21l2015
In accordance with ACCA Manual J
Report Pr�pared By;
Rlccar Heating &�Air Conditioning
For: Wooddale Stonebay Hogan
765 Sridgewater Dr.
left end unit
Orono, MN
Deslgn Condltlons: Minneapalis/St. Paul
Indoor: Outdo�r:
Summer temperature: 75 Summer temperature: 88
Winter temperature: 7p Winter temperature: -15
Ftelativa humidity: 55 Summar grains of molsture: 98
Daily temperature range:Medium
Bullding ComponenE Sensible Latent Total Total
Gain Galn Heat Gain Hest Loss
(�7UH) (BTUH) (�TUH) (BTUH)
Wh�le House 3,492 sq.ft. Z4,61b 3,038 27,653 51,427
BaSemer�t _.. . __ B,560 667 7,227 21,42Q
— _� _ ._.._-------------- —.._..-------�---_ _ __--
All Raarns --- ,Y 1,746 sq.t�.— --- 6,560 667 7,227 21,420
(n�iltration � � 518 887 _— R-1 1 SB 5 098-
..................._....._...---- ....--------._........_._.......... � �
------ _.......-----
Floor 1,746 sa.�t. n 0 Q 3�g2
------- -----._... . ...... .. ...._.,.__ __ .__.._._..... _-----.__._ ---�--- --- . .._.�
W Wall 230.8 sq.ft._ .. ...__.....--- 230 ---- 0 230 1,177
Window - _..------., ..-.....---
48.8 sq.ft. $59 0 859 1 �97
_ . _ __.._�--
— ----------- _. . __...__---- ..............--
Wlndow(2) 26.7 sq.ft. 1 671 0 1,671 g1g
-------- --._..._.._....._..-----__�--.._.
_. .. ..------�---___. _...---..__. ...----..
Glassdoor 54_7 sq_ft. 963 Q 963 1,678
---- ....................... ------ ----_.......__.__........ ....---------
N Wall �74.5 sq.ft. 512 0 -------- 512 2,62�
_.__._.._.__.......-------...__ ------,...... ....
E Watl BelowGr 398 sq.ft. 0 0 0 1,458
— ------- ---------___..__...__. . _._. _. ----.--------------._..__._..___. _.... .__.---
S W�II BelowGr 168 sq.ft. ___._._._ 0 0 0 728
---..._---- _._._............. . _........_._
S Wall �_ 236.7 sq.ft. 236 ^__ ,.M , 0 236 1,207
�_ _ � _ ...,....-- -- _..... ....._
Wlndow 18.7 sq.ft. 572 0 572 574
------.._._.__...___._--------------...__. _ . ......_..._._..._... ..._._._..-�--�--___..�_._... ...
---- -- 'q.ft. 499 Q 499 -�500...
wina4W�z� �e.�
-- . _ ------.__.-- __.. . . _.--
Window(3) 16.3 sq.ft 489 0 4gg �pp
.,W.,......___._,,--- -- ----.............._._....------,,,..............._..---�--- - ......_..__.
Flrst Floor 18,052 2,367 2p,419 25,978
..--�--�- ---- _. ..... _.------------ ----....__. ....__._. . ...... . . ......_.__ __
__. __..... .
---- ------�._...... q _--_—'-- --___.�_—_.----- --'- 28,979
oor�s s .ft. 18 052 2 3B7 20�19
_ ....--� ---�---,..... __.__-- -
Infiltratian 948 1 217
2,1 B5 9 297
.............._ ._...,_._....—_.— ,
People 5 1,504 1,150 ..................._._.— _. .-----.......
-----------._._..._._.—_ - ---- -----._. . 2,g50 0
_. ...... ...---.....__.._........_..------_._.. _. .._.._._...
Miscellaneous 1,2d0 0 1,200 p
Floor � 7 _..._ ..—-----.— .....— .__...---------- ...,._._ .....__---�--
,._._ .___
� 46 sq.ft. 0 0 0 0
--��-- — _.. ---__...._._.... _ ._..----------- -
W W�II 155.5 sq.ft. 155 0 '{55 793_.
01/2112415 09:54 Riccar Heating ¢Ax}763154 0132 P.009l015
Page 2 Wooddale St�nebay Hagan 1/21/2015
�ullding Component Senslble Latent 7otal Total
Gain Galn Heat Gain Heat Loss
(gTUH) (BTUH) (STUH) (BTUH)
Windaw 14 sq.ft. 87B 0 878 430
-- �. � _ _—_.....__............:. ...--�..._ __....._._._.. ..._--
Window�2) . , 52 sq.ft. 3,255 ----_0-._.,.,. , ----. 3,255 1 y596
_. ....----------�-------.._.._...�--
window 3 aa.5 sq,ft. _ _ _2,660 0 2,fi60 �,304
— . _ _.._------.................---------_---- ..----
Window(4).__ 14 sq.ft____ 87B 0 878 430
__...................-------- — -�---__u._.-- --
Glassdoor .,.�T�, 64 sq.ft 1,126 0 1,126 1 964
-----._._...._.._,..,.:._.,_......__�___ �
.,...,---
N Wal! 432 sq.ft. 430 0 430 2,203
_---�---- ------�-----._......... . .. _--- ---- ----------------_... _.....- -
�W�II 2�18 sq.ft. _.247 0 247 1 265
-- ----_.._..,..,.._.........,.,._._ -----�--..._,..,...,.:..,... �
-- ,...._--�--- --.
Window 8 sq.�t. 141 0 141 245
_.....,........_..._.....---..... _ ----..__.._ ...,_..-------.....--�------ -- _.--
Windpw(2) 42 sq.ft. 739 0 739 1,289
— ----._.__. ..._ .___....----...---...__.._—...- ----�---------_.__
Doar ---- - 20.,sq.ft. _ 19B 0 ------ 996 9,003
— m.__,�- -- ---�-
Door(2) 24 sq.ft, 235 0 235 1,204
_.._....___._._. _ ---..--- ............ ........._._..------.— ....._..
8 Wall ----.------g79.6 sq.ft. - - 378 0 378 1,936
_._....._.----------------------- -...._..._ ... ------
Window __T10.9 wsq,ft____ 334 0 334 334
. . .... ------_...,,..,_..._�._..._.. -----
Window(Z) 13.5 sq,T#. 413 0 413 414
--...-------_ _..... -- ---- ---....... . ........_ ...----- —__......
Wfndow(3) --- 28 sq.fk 857 0 857 85$
---- .�.__._.__. _...._,.....,....___....._._._.------�-�-�-----�-- ---- .
1,486 4 1,486 3,413
ei ing 1,746 sq_�......... ... ---- —�--._ ------_.. _ .---------
Whole Hause 3,492 sq.ft. 24,613 3,038 27,B53 51,427
��N7"/t,.�Tisa � �_p�1�3 44z.�d-���i+�'�lS� �;3� �
HVAC-Calc Residential 4.0 by MVAC Computer Systems l.td. 888 736-1101
Load caktiAatbns are eatknetes mly,acwal laede mey vary d�e lo we�u�er�nd CaMbuttion dlRMfnw�,
�.015 Standard zed Conccetee Foundat�on Drawins�s
3COPE OF WORK:
These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential
cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and
methods of construction for shoring, water-proofing, insulation,flashing, control and construction joints,
and all other non-structural requirements are to be by others in accordance with the Code and standard
industry practice. These drawings are valid until the end of 2015.
The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients.
These drawings are to be provided to the building inspection department as part of the permit package.
1N.QF1Si
S1 -Scope, Index, and Certification
S2-General Notes
S3-Step Footing Detail
S4-Frost Wall Detail
S5-Lookout Wall Dstail
S6-Full Height Wall Detaii
MATERIAL3:
Rei�orcing Steel:Grade 40 (40 ksi)for#4 and smaller bars
Grade 60 (60 ksi)for#5 bars and farger
Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements
Minimum 28 day compressive strength of 4000 psi for walls
Minimum 28 day compressive strength of 5000 psi for footings
Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor
resistance equivalent to 5000 psi
Backflll 3oil:Sand-30 psflft effective lateral pressure
Sandy Clay(SC)-45 psf/ft effective lateral pressure
Clay-60 psf/ft effective lateral pressure
I hereby certlfy that this plan,specification,or
SIjE ADDRE88: report was prepared by me or under my direct
supervision and that I am a duly licensed
professional engineer under the laws of the state
Street: of Minnesota.
City: �-�
�---�
State: MN Zlp: Craig Oswell,PE(MN#42341)
1124l2015
Osw.11 En�in�eMn�and Conaultlny.L.I.C. 1901 E Hennepfn Aw,�201 .:�••" ��� ,.%.
`' :r
Project Name: 2015 Standardized Concrete Foundation Drawings Mlf�n�apolb.MN 6b413 , �
. }
Description: Scope of Work,Index,and Certification Phon�.6�2'720-�89� +., �
Project# 14.100 Fsx:8�2-SS�Z966 'z ''�
Client Name: Manor Concrete Construction, Inc. ___ www•Osw����c•oom �-'.• ,l
- _ _ __-- ,.
Client Add�ess: 11225 90th Ave N Ma le Grove MN 55369 Page S1 of S6 �`'` �� ",�=�.•
QENERAL NOTES:
1. Wall thicknesses noted are nominal unless specifically stated othervvise.
2. Maximum wall to footing centerline offset is 2". A minimum of 2"of footing is to extend on each side of the wall.
3. Bar faps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60.
4. Bend horizontal bars or provide matching hooks around all wall corners and intersections.
5. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cover is provided.
6. Allowable bar placement tolerance is 112". Tying is not required if tolerances are met and maintained.
7. Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded
into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels
may be bent down for safety and covering then bent back before wall placement.
8. Sill plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and
intersections. Walls less than 24"in length requi�e only one anchor. Sill plates are not to overhang face of wall
without further review.
9. Anchor bolts 1l2"or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1.
10. Anchor bolts may be substituted with 1l2"diameter threaded rod epoxy grouted at same spacing with 7"embed.
11. The presence of form oil on the reinfo�cing is acceptable for the conditions contained in these drawings.
12. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code adequate swale.
13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete sVength. Use of
adequate shoring is required when the final floor and slab systems are not in place and fully anchored.
COLO WEATHER(3UIDELINE3:
The following information is general guidelines for the placement of concrete in cold weather conditions. It is the
contractor's responsibility to ensure proper means and methods are followed and that the final in place product is
adequate.
1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions
expected. Use of extra cement,early-strength concrete,and accelerators are recommended at temperatures
below 20 degrees F.
2. Concrete is to be delivered to the site in a timely manner.
3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised.
4. Do not add additional water. Using water-reducing admixtures is recommended when required.
5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground,snow,or ice.
6. Preheating of rebar is not required,however it is to be free of frost,snow,and ice.
7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures
below 10 degrees F and for the whole wall when below zero degrees F.
Oawall En�in�rinp and Consufting,l..L.C. 1901 E H�nnepin Avs,*201 .:�;" - .`�> >
Project Name: 2015 Standardized Concrete Foundation Drawings Minn�apolis.MN 56413 ��
Description: General Notes Phonr 8�2-�ZO-4839 ,��� � �
Project# 14.100 r'��e12��'�� .:' ���
R=y .+P
Client Name: Manor Concrete Construction,Inc. www.osvwll�a.com :,; ;:
__ _ •��, s: .
Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S2 of S6 .r'��: �•t--�'.�
�l24/2015
Adjacent steps are to be
placed no closer to either side
of the beam section than twice
6'-0"maximum ste the height of the largest step
(beam sectian) /Optional control joint each end
/ of beam section by others
(2)bundled#4 horizontal bars
� � top&bottom w!3"min
, , clearance extended at least
I Maximum applied I 24"minimum beyond each end
� � � of beam section(bar length=
�actual load=4000 plf� � step height+4')
, unffonn or 12,000 , �
j pound concentrated � N 6"mi�imum thick cast-in-place
� � concrete foundation wall
� �
� HIOH FOOTINO
I
�-------
i
i
i
i
i
i
� High footing should be placed
�i� at 1-to-1 (45 degree)line,if
LOW FOOTINO �� high footing is closer to step
� than this line,place beam
section rebar as if it was at
this line as shown
FOOTING STEP DETAIL
Oswell EnpinNrN�and Conwltlnp.L.LC. 1901 E HennepM Ave.�201 l,,�x• '•� �
Project Name: 2015 Standardized Concrete Foundation Drawings Mlnn�apolh.MN 55418 ;�
Description: Step Footing Oetail(NOT TO SCALE) Phaw:812-720-4d39 ,,,�: �,
Project# 14.100 Fax:612-8�29a8 � ��
Client Name: Manor Concrete Construction,Inc. www.o�wN1�C.com
Client Address: 11225 90th Ave N Ma le Grove MN 55369 Pa e S3 of S6 •�� �'-t''•� '
1/24I2015
Wall framing by others
Sill plate by others wl 112"
diameter anchor bolts w/7"
minimum embed&standard
washers @ 72"o.c.max or
equivalent metal strap anchors
Optional slab ledge,maximum..
stem height is 12"wl width to
�,.,
match sill plate Grade to be at least 6"below top
of wall
('I)#4 continuous horizontal bar
wlin 18"of top of wall
6"minimum thick cast-in-place
concrete wall
'�.- #4 x 2'-0"long dowels @ 72"o.c.
��_
max w/5"minimum embed
__!�-Unreinforced concrete st�ip
� footing per Code by others,
provide frost protection per Code
as required
WALKOUT/ SLAB-C)N-GRADE FRO$T WALL OETAIL
Note: Maximum unbalanced fill height is 36"for 8"thick wall&48"for 10"wall
1901 E HetMe Aw,�201 .�'�' �'= ,:� .
OswNl En�ine�rirp and Ca►sulting,L.L.C. P�
Project Name: 2015 Standardized Concrete Foundation Drawings MIn�leepolb,MN 55418 =� ��
Description: Frost Wall Detail(NOT TO SCALE) Phon�:812-720-4889 ��; `•t
Project# 14.100 Fex:812-88&2988 '�
Client Name: Manor Concrete Construction,Inc. �w•as���•� �'•
�
Client Address: 11225 90th Ave N,Ma le Grove MN 55369 Page S4 of S6 ,.�`: ` ':�.=�'�'. .'
112412015
Wall framing by others
Sill plate by others w/1/2"
diameter anchor bolts wl 7"
minimum embed&standard
washers @ 72"o.c.max or
equivalent metal strap anchors
�!-Grade to be at least 6"below top
of wall
(1)#4 continuous horizontal bar
wlin 18"of top of wal!
� ______--- 6"minimum thick cast-in-place
s concrete wall
�
#4 x 2'-0"long centered
dowels w/5"minimum embed
wet set or epoxy grouted in Footing elevation may vary below
place slab,provide frost protection per
�'waU�oacina: Code
36"o.c.max for sand,30"o.c. / 8"thick x 16"wide minimum
max for SC,&24"o.c.max for j" unreinforced concrete strip
clay � footing, larger footing width may
8'+waM swcirta• be required for specific soil
48"o.c.max for sand,42"o.c. bearing conditions to be
max for SC,&36"o.c.max for determined per Code by others
clay
�OOK4UT WALL DETAIL
Osw�ll Engkwe�ing and Consultlnp.L.L.C. 1901 E He�x�tpM Avs,�201 ..4r.•,�' ,a:•� :� .
Project Name: 2015 Standardized Concrete Foundation Drawings Mk�eapolb,MN'�b41S r� _•
Description: Lookout Wall Detail(NOT TO SCALE) Plwnr 81Z-720-4839 ,4?! `<
Project# 14.100 Fax:812-d88-2988 `� '�`
Client Name: Manor Concrete Construction,Inc. �w•osw���•� .'.• ''
Client Address: �1225 90th Ave N Ma le Grove MN 55369 Page S5 of S6 .{:���`:� :�-'-}.
1124/2015
/'/�,,.Wood floor&wall framing by others
- Connection of floor members to sill plate
to be per Code by others
2x6 minimum sill plate wl 1/2"diameter
'�anchor bolts wl 7"minimum embed&2"
wide x 1/8"thick square or round
countersunk washers or alternative
anchor(Anchor bolt clearance between
edge of both wall and sill plate is to be
�2.5")(see table below for spacing)
Grade to be at least 6"below top of wall
� Exterior top of wall may have a brick
ledge provided the stem wall formed is
at least 6"thick&no more than 16"high
,Continuous#4 horizontal bars,provide
✓ -�
� ,-- -"� at least(2)@ 8'-0"clear,(3)@ 8'-8"
� clear,&(4)@ 9'-8"clear,At contractor's
� option: The lowest wall horizontal bar
� may be omitted if(2)#4 continuous
U horizontal bars are placed in the footing
_'_`'_--__
-� Cast-in-place concrete foundation wall
w/#6 or equivalent vertical bars placed
1.5"from inside face,see table below for
spacing
_._.-.—.---- #4 x 2'-0"long dowels @ 72"o.c.max w/
5"minimum embed
Unreinforced concrete strip footing per
Code by others,elevation below slab
may vary as required
BA�EMENT WA�,L DETAIL
Clear Hei ht and 8ai1 T e
Wall 8'or Leaa 8'-8" 8-8"
Thicknesa 8�ttd C CI� Send C Cla 3and SC Cla
Vertical Rebar 3 acin
8" NA NA NA NA NA 40" NA 36" 28"
1O" NA NA NA NA NA NA NA NA 36"
12" NA NA NA NA NA NA NA NA NA
3ill Anchor S acin
Bolts 72" 72•• 4g�� �2�� 60" 36�. �2" 3g" 24��
Oawell E�ginaering and Conaulting,L.L.C. 1801 E Hennepin Ave,#20� •,'r;�' � ✓:.
Project Name: 2015 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 -, 'K
Description: Full Height Wall Detail(NOTTO SCALE) Phone:812-720-4839 •�� :.,�
�tis
Project# 14.100 Fax:812-88&2988 �,a ��
Client Name: Manor Concrete Construction,Inc. www.oswelleacom ��? �f}
Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S6 of S6 w r'.;; `;, ` '
1/24l2015
Christine Mattson
From: Mike Gaffron
Sent: Monday, March 30, 2015 4:33 PM
To: Christine Mattson
Subject: FW: Building permits for 765-767-769 Bridgewater
FYI
Michael P.Gaffron
Senior Planner
City of Orono
(Street Address)2750 Kelley Parkway
(Mailing Address) P.O.Box 66,Crystal Bay,MN 55323
Phone:(952)249-4622
Fax: (952)249-4616
From: roseanna.bradford [mailto:roseanna.bradford@gmail.com]
Sent: Monday, March 30, 2015 3:50 PM
To: Mike Gaffron
Subject: RE: Building permits for 765-767-769 Bridgewater
I have not seen the plans. Let me check. Rose Anna
Sent frc�m Samsung Mobile
Mike Gaffron <MGaffron(�a,ci.orono.mn.us> wrote:
Rose Anna—
We are preparing to issue the permits to Wooddale Builders for the triple rambler at 765-767-769 Bridgewater
Drive and would like your confirmation that the HOA has approved the plans. Plan sets are dated 1-23-15 with
a latest revision of 1-21-15.
Mike
Michael P.Gaffron
Senior Planner
City of Orono
(Street Address)2750 Kelley Parkway
(Mailing Address)P.O. Box 66,Crystal Bay, MN 55323
Phone: (952)249-4622
1
,
Check Re uest Form
OODDALE
BUILDERS, INC.
Date: October 12, 2015
When Needed: October 12, 2ois
Check Payable To: City of Orono
Amount: $16,033.77
Purpose of Check Permits for: 765, 767 and 769 Bridgewater
$5,344.59 each address Check # 83933
Job Address/Description:
Supervisors Approval:
For Accounting Purposes Only
WOODDALE BUILDERS, WC.
� , 83933
10-12-15 20151012 P rmits 765-767-769 16033 . 77 16033 . 77
�.,�pq��-�- �
City of Orono
10-12-15 83933 16033 . 77 16033 . 77
CENTRALBANK ;
-' � 6640 SHADY OAK ROAD 83933 �
`c 6117 Blue Circle Drive, Suite 101 EDEN PRAIRIE,MN 55344 ,
75-511/919 !
WO�DDALE Minnetonka,MN 55343 ;
B " � ` ° E R S (g52)345-0543-(952)345-0544 Y'
U
N
a
c
0
N
A
m
�
Pay� ***********************Sixteen thousand thirty-three dollars and 77 cents �
DATE CHECK NO. AMOUNT °
�
PAY October 12, 2015 83933 $*****16, 033 . 77 �
TO THE �
ORDER City of Orono �
oF PO Box 6 6
m
Crystal Bay, MN 55323-0066
�
Lot 1 ,2, & 3, Block 1 , STONEBAY SEVENTH ADDITION
according to the recorded plat thereof Hennepin County, Minnesota
I Address: 765, 767, & 769 Bridgewater Drive, Orono, Minnesota O�O�
i Hous Model: N�A F�levation: N/A �P�
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Edge of wetland -- ,��6' 6 x \ : � ���r, �.y''�. \ o ,--�
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1o,6A � • . � �,• • 1 ��� \�����// \1
� � �' ,oti�. �6 , �-- � ,,,-,
/�/R 'o�� �` '•• • ••C'('01 �6�� osed `� ���29 5�'��� \�`
�° \ ' �0a� PrHo�se �� \�
� :••'� �
� ��' o o \ x � �
•� S � �ti' � �otioe �� � �
� �N; ; �1 Denotes conservation post �\
I`� X ���� \ X 000.00 Denotes existing elevation �\
Construction Notes: ��`6, , \\ � �� ( 000.00 ) Denotes proposed elevation
1. Install rock construction entrance. �•� 9 X � �1 � Denotes drainage flow direction
2. install silt fence as needed for �•� �0�9' •o �� � Denotes spike
e�OSlOf1 control. • n ✓ \ ••••••••• Denotes erosion control
\
3. Sldewalks shall drain away from ' a x �t 1� � Denotes proposed rock construction entrance
house a minimum of 1.0�. ,o� �
4. Contractor must verify driveway • '� '
design. ,65 X �' �O �0 Lowest ailowable floor elevation : 1021.5
5. Contractor must verify service ;x o�65 O�0 House elevations (Proposed) / As—built
elevation prior to construction. \ �0�6� ,
6. Add or remove foundation ledge as Lowest Floor Elevation :(1021.5� �
required. Top Of Foundation Elev. :(1030.2� �
General Notes: �ot area #1 = 5533 SF
House area = 2a22 SF Garage Slab Elev. � Door �(1029.5� �
1. Grading plan by Landform last dated 4/17/07 was Porch area = 261 sF
used to determine proposed elevations shown herein. sidewalk area = 12 SF
Driveway area = 476 SF
2. This survey does not purport to show improvements Total Impervious Area = 3171 SF We hereby certify to Wooddale Builders that this survey, plan
or encroachments, except as shown, as surveyed by Impervious Coverage = 57.3% or report was prepared by me or under my direct supervision
me or under my direct supervision. �ot area #2 = 4570 SF and that I am a duly licensed Land Surveyor under the laws
3. Proposed building dimensions shown are for House area = 2274 SF of the State of Minnesota, dated 01 20 15.
horizontal location of structures on the lot only. Porcn area = 2ss sF � �
Sidewalk area = 96 SF
Contact builder prior to construction for approved Driveway area = zsz sF
construction plans. Total Impervious Area = 2928 SF Signed: Pioneer Engineering, P.A.
4. No specific soils investigation has been performed Impervious Coverage = 64.1� �
on this lot by the surveyor. The suitability of soils to �ot area #3 = 6012 SF
support the specific house proposed is not the House area = 2422 SF BY:
res onsibilit of the surve or. Porcn area = 2s1 SF
P Y Y sidewalk area = s SF Peter J. Hawkinson, Professional Land Surveyor
5. This certificate does not purport to show easements Driveway area = 328 SF Minnesota License No. 42299
other than those shown on the recorded Plat. Total Impervious Area = 3017 SF email— hawkinson� ioneeren com
6. Bearings shown are based on an assumed datum. impervious coveraqe = so.2� P P 9•
Revisions:
,,,_„_,5�,�,;»,,,,ary��rt;f�a,� Certificate of Survey for:
PI�NEER ��,-�3-15A��S;��F�n��
engineering Wooddale Builders
CNIL E1GIAHERS LAA'D PLAN��RS LAND SURVF.YORS IANDSCAPE ARCHITECTS �
Ph.:(651)681-1914 6109 Blue Circle Dr#2000 N�
2422 Enterprise Drive Fax:(651)681-9488 Project#: 1 1 501 2000 Minnetonka,MN 55343 ��
Mendota Heights,MN 55 l20 www.pioneereng.com Foldcr#: 7761 Drawn by: MN Phone:(952)345-0543/Fax:(952)345-0544
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