HomeMy WebLinkAbout2012-00127 - new structure - " CITY OF ORONO * z 0 1 2 - 0 0 1 z 7 *
2750 KELLEY PARKWAY DATE ISSUED: 02/28/2012
ORONO,MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 3508 NY PL
PIN : 20-117-23-42-00'� NCI,:�UL`3�
LEGAL DESC : TAYLORS SUBD OF SPRING PARK LO
: LOT 183 BLOCK 000
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED
VALUATION : $ 643,750.00
NOTE: SEPERATE PERMITS REQUIRED:PLUMBING, MECHANICAL, FIREPLACE,FIRE,WATER CONNECTION,SEWER
CONNECTION,LAWN IRRIGATION, ELECTRICAL(STATE) .�-
NOTE: AS BUILT SURVEY REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAL;��
NOTE: BE AWARE,IN THE EVENT 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 RE�T OF A$1Q000 ESCROW TO ENSURE COMPLETION OF THE AS-BUILT SURVEY AND ALL SITE IMPROVEMENTS.
INITIAL:�_� _
NOTE: SEE CITY ENGINEERS COMMENT REGARDING SLOPES IN OU09/12 LETTER. V� (INITIAL)
NOTE: NDSCAPE PLAN-DATE STAMPED 02/02/12 AND ATTACHED TO RESOLUTION#6112 MUST BE ADHERED DTO PRIOR TO
C.O.�(INITIAL)
APPLICANT pERMIT FEE SCHEDULE 4,176.75
PILLAR HOMES STATE SURCHARGE(VALUATION) 321.88
1700 NIAGARA LANE N
PLYMOUTH,MN 55447 TOTAL 4,498.63
(763)475-1700
OWNER
RICHTER,ROBERT&TINA
3510 NY PL
WAYZATA,i'�IN 55391-
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. 1'his 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 rype 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 aze
requested in c o ance with the State Building Code.This permit may be
revoked a y ti e for due ca � .
i l l C�,p��� /a--
i �
A i t Permitee Signature Date Issue y Signature Date
SEPAI:ATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
, � (��`�� '�
-�/ City of Orono � �l 9 �, ��
C�'��� � ,
Bu�lding Permit Appiication
for New Structures or Additions
Mailing Address: Permit number: � '�� �
j�.,�,�. PO Box 66
� Crystal Bay, MN 55323-0066 Date received: o / � /o�,
�( ;�.,;,
�I �; � Received by:
`a �3�-�.= a,�, Street Address:�
\\ ;� ,.`�i 2750 Kelley Parkway Plan review fee: a 7/ . �
l '�, ��� ��
qA�SH�g Orono, MN 55356
�______ , p'�D/�-UO/��'
�--- Total Fee:
Main: 952-249-4600 Fax: 952-249�}616 www ci orono.mn us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: .�`�L 4 ���, �LC' _C
Will this be a Parade of Homes, Remodelers Sho case Home or other Display Home? Yes ❑ 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 un/ess applicant demonstrates su�cient on-site parking is available. Non-permitted events wrll not be a/lowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: �' C. .� 1�;�
State License# C. J 3 7 � � Expiration Date: �3 3i /,
Phone: - �t2`"—j � office - 7�Li� y - ` , cell
Mailing Address: i�t � - � Cit : ZIP: 5�' T
Contact Person: f4 ' Applicant is: Contrac or ' Homeowner (Circle One)
Email and/or Fax: , p.� �
PROPERTY OWNER INFORMATIQ�1:
Name: ������ !�t��rl,��t-�
Phone(day): l���_ r,,.7(� - C y S�
Address: Cit : ZIP:
Email and/or Fax '�,�.j,y-ir�� , r", L�fJ �l , �'['��t,t
ARCHITECT/ENGINEER INFORMATION:
Name: t-� ? !L�% Nl�ll"6UG (�'i,�•�.IJ �,�' j L �
Phone(day): 3 - ? � — " ��
Address: ��C�� t�c�l,fZVKCr^v �1 /�� `�(G(� CitY: ���-�!� ZIP: �j'�j��-�
Email and/or Fax: _��,�� � .����T��
�--v-�
PROJECT INFORMATION:
1.Type of 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 detached garage ❑ Office/Commercial ❑ Private Sewer
-1 Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑Storage �(Public Water
earth movement may require ❑ Commercial ❑Other(specify)
�eview 8�pertnits. ❑ Industrial ❑ Private Well
�reek Watershed District(MCWD) ❑ Other: (SpeCify)
�nka Blvd
55391
5g0
�rc
�n Valuation (excluding land) $ j�� Cj �j, `7`�('i
STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction
� �
a. Length(ft.)= �—� Number of bedrooms=`� Wood/Frame
�Masonry
b.Width(ft.)= �j-�-_� Number of garage stalls: ❑ Metal
Attached=�_ ❑ Pole Bidg.
Areas in sauare feet Detached= ❑ ICF
❑On-site Prefab
c. Basement= L'S:� ❑Off-site Prefab
d. 15`Story = �t�i�J ❑Other(please specify):
e.2"d Story= ����
f. YZ Story = '—'
g.Total Area= ��,��
REQUIRED SUBMITTALS:
All of the information must be submitted in order for our application to be processed:
Not
Enclosed A licable
❑ 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
❑ ❑ Se tic S stem Site Evaluation Re ort
❑ ❑ Access Permit
❑ ❑ Wetland Buffer Im rovement Plan
❑ ❑ En ineered Plans for Retainin Walls 4 feet or above
❑ ❑ Plan Review Fee
❑ ❑ Other
APPLICANT 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 supptied 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 compteted and signed;
• Understands some or all of the information that you are asked to provide on this application is Gassified 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.
i
;
Applicant's Signature: � / ���/L Date:
Plan Review Checklist for New Structures / Additions
Address/ PID/ Legal: �� � � � � �( �L���
Description of work: ,�i�lR.� ���S
�
Septic review by: �I� Date Approved:
Zoning review by: � Date Approved: � J Z� ' J �
>
Building review by: Date Approved: 2- 2`�- i Z
Grading review by: Date Approved:
Zoning File#: � Z — �� ! Resolution#: �� � � Resolution Date:
Zonin District Fire Department Post Office School District
Zoning: Lot Area: �P SF /AC Width: Depth:
Survey Submitted: Yes � No Date of Survey: �� � �� — / Z
Pro osed Setbacks:
Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side ,
Building Defined Height: �"g Building Peak Height: #of Stories Ok?: YES
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: � �
START WITH the distance between the basement floor/crawl START the distance between the slab and the highest
space floor and the highest roof peak, the top of WITH roof peak,the top of the cornice of a flat�oof,
�"J �' the cornice of a flat roof,the deck line of a the deck line of a mansard roof, or the
mansard roof, or the uppermost point on a round uppermost point on a round or other arch-type
or other arch-t e roof roof
SUBIRAC�� half the distance between the highest window and SUBTRACT half the distance between the highest window
� � hi hest roof eak of a itched roof and hi hest roof eak of a itched roof
�� SUBTRACT the distance between the basement floor/crawl ADD the distance between the slab and the highest
C1� �,� space floor and the highest existing grade within existin rade within the foundation
the foundation or 10 feet,whichever is less. EQUALS Defined buildin hei ht
EQUALS Defined buildin hei ht
��Lot Coverage: SF %
Shoreland District MCWD Permit Received era e Lakeshore Setback Bluff
❑ Yes � No 0 N/A ❑ Yes
es � No es � No 0 N/A
Permit Number: Setback:
Hardcover Zones Existin Proposed riance Required CUP Requ' e
0-75' Yes 0 N� ❑ Yes No
75-250' �(� o Type(s): � Type(s):
250-500' ����'
�
' S00-1000'
�
REMARKS (in-house):
Updated: 09/11/2009
z:\formslplan review checklist.docx
Fees to be Charged YES NO
Permit
Plan Review �
State Surcharge _ /
Investigation Fee _ "
SAC—�Num"ber of SAC Units � ;5,��.�.rr: � �p ; �---'
Sewer Connection �--�
�Water C.onne�tion y _
.�, �- � ..
Park Fee
Site,lnspection �
�'. �
Other(specify) 4 �
'MiscetlanEous:Fees
_ -
Calculated By:
Square Foota e � $ er Square Foota e
Basement X = $
152 Floor X = $
2nd FIOo� � X = $
Garage X = �
Estimated Construction Value: $ v�� 3.��� ��`�
Orono Inspections Required Work Requiring Separate Permits Required State Permits
� Site Plumbing � Grading / Filling 0 Well
0 Hardcover Removal Mechanical � Fire Electrical
Footing 0 Septic ��/Vater Connection
oured Wall Fireplace � er Connection
.a.�oundation Survey 0 Masonry Lawn Irrigation
Radon Rock Bed ,O�Mfg.
raming 0 Other(specify)
nsulation
�►s-Built Survey
inal
�Other(specify)��
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access:Existing: ❑ YES 0 NO New: � YES � NO
EMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT)
�� G�I�� �c � d-c � r�l � c✓� D� — 15�j —r 2- Ce �✓
l,�d,s n -o���-e a ��t ��- 2 - �-Z � a t�Zc cG�eo� �v E2�oc� r Z
�s�- �Q���� -� �v tv c, o. �� v �e �-
� � ���� ���� � p`�-� �� � ��
Updated: 09/11/2 09
z:lformslplan review checklist.docx
t .
Address: 3S�c�' /vr ��.�c�- l PlG�AR i(/e�r^u'�'.� � � Date: ��/.�-/..'�-
rP�P=2 3.•t2
Prepared by: G/�c��vBF✓1.G � A P�'G C'JA Ti='1'. ,�.✓e.
HARDCOVER CALCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250'250-500' S00-1000'
EXISTING HARDCOVER IN ZONE
A. House x = S.F.
Length W idth
x = S.F.
X = S.�.
B. Garage x = S.F.
C. Driveway x = S.F.
x = S.F.
D. Sidewalk s�'�'vE 'rTFpf �r ���4� _ .32 S.F.
X = S.F,
E. Patio/Deck ` x = S.F.
x = S.F.
F. Landscape x = S.F.
Unde�lain x = S.F.
By Plastic x = S.F.
G. Retaining Walls x = S.F.
H. Other x = S.F.
TOTAL HARDCOVER I,N ZONE - 3 2 S.F. A
TOTAL PROPERTY AREA IN ZONE p - S.F. B
q 3� + g � S3 / x 100 = O. 9 %
FROPOSED HARDCOVER IN'ZONE (inctuding existing hardcover to be retained)
A. House x = S.F.
Length Width
X = S.F.
X _ S,F.
B. Garage x = S.F.
C. Driveway x = S.F,
x = S.F.
D. Sidewalk x = S.F.
x = S.F.
E. Patio/Deck x = S.F.
x = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining Walls x = __ S.F.
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. B
q = B x100 = %
RECEIVED
-21 - AUG 2 3 20i2
. CITY �� QRONO
Melanie Curtis
From: Darren Amundsen [Darren.Amundsen@bonestroo.com]
Sent: Friday, February 10, 2012 12:07 PM
To: Melanie Curtis
Subject: RE: 12-3541 Updated Survey
I'm assuming that anything not "existing" on the landscape plan is proposed. The plan does not appear to affect
drainage. If approved, Don/Scott should review final locations in the field to make sure any city access to the
lake/drainage is not blocked.
Other obvious issue (I think) is that there are no plantings on the lot line to delineate it. This plan allows easy access/use
of the ROW.
Darren Amundsen, PE
Associate
Stantec
Tel 651-604-4894
Cel I 651-775-5623
darren.amundsen(a�stantec.com
stantec.com
Bonestroo has joined Stantec, a professional services consulting firm recognized for its leadership in
sustainability, depth and diversity of talent, and technical expe►tise.
The content of this email is the confidential property of Stantec and should not be copied, modified,
retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the
intended recipient, please delete all copies and notify us immediately.
� Please consider the environment before printing this email.
From: Melanie Curtis [mailto:MCurtisC�ci.orono.mn.us]
Sent: Tuesday, February 07, 2012 11:41 AM
To: Darren Amundsen
Subject: 12-3541 Updated Survey
Darren
Please take a look at the revised survey for 3508 Ivy. Also they have submitted a planting/vegetation plan which was
requested by the Planning Commission to "offer vegetative screening and a delinieation of the ROW from the property".
Do you see any issues with what they are proposing with respect to the City ROW, drainage, etc?
This is going to Council on Monday. I'm preparing my memo today. If you have any thoughts that I should incorporate into
a memo let me know soon (if you can) otherwise comments Monday before the meeting will be helpful.
Thanks - Melanie
Melanie Curtis
Planning &Zoning Coordinator
City of Orono
2750 Kelley Parkway
Orono, MN 55356
Direct Dial: 952.249.4627
Fax: 952.249.4616
Planning &Zoning Office 952.249.4620
Email: mcurtisCa�ci.orono.mn.us
1
`-, Stantec Consulting Services Inc.
,� � 2335 Highway 36 West
�/ St. Paul MN 55113 ORONO COPY
� Tel: (651)636-4600
Fax: (651)636-1311
Stantec
January 9, 2012
Melanie Curtis
Planning &Zoning Coordinator
City of Orono
Post Office Box 66
Crystal Bay, MN 55323
Re: 3508 Ivy Place
File No. 193800284
Plat No. 12-3541
Dear Melanie:
We have reviewed the plans for the proposed house and grading plan for 3508 Ivy Place. The plans are
dated 12-20-11. We have the following comments with regards to engineering matters:
• It appears some slopes along the northwest property line may exceed 3:1. Care should be taken
during construction such that slopes do not exceed 3:1.
• The plan proposed grading within the City right-of-way to remove existing private improvements. The
city may wish to seek an additional escrow for potential damages to City property and erosion control
for this area.
• This project will disturb more than 100 CY of material. Sediment and erosion control information
meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000
sediment and erosion control financial security should be required of the owner for this permit.
If you have any questions, please contact me at(651) 604-4894 or darren.amundsen@stantec.com.
Sincerely,
Stantec
� ,►.
Darren Amundsen
cc: Chris Mattson
• TA r�ort•s Sva,oF Sva�*�, Pa�zK L�rs
• ��" :�. ,�t•� ,�,��i�'::r: Pa�T o� I.or �$2�No I.or � $3
HARDCOVER CAL��ULATIO� ��Y
SE7BACK ZONE: (CIRCLE ONE) 0-75' 75-250'
EXISTING HARDCOVER IN ZONE
A. House X
- ;;�`:.'� S.F.- �:::�.�'""
' Length Width
i x = I S.F. 2 T ���:.��
con,c� G i
li{�- �.� ,;le,v.���; x ��: . �,,��.. i ( S.F, Tp (aq(��
B, Garage x - '*'�� S.F. --����
C. Qriveway 52-�l'� � x '�i n ' ;3;T � r�,<� _ �6,� S.F.—�c-'4�K7vP
X � S.F. �T�NN� iTJ��j
D, SideWalk x = ��- S.F.-
- Zii, S.F.-�'aN7WA1X+ST�IlP
X -
- ; t. S.F.-�`��D �w1+t�G N�,�T
E. Patio/Deck x - S' �p ,�.`�f��''v��Y
x = 36� S.F..n�-�SS�PS
F. Landscape X
- i : t S.F.-rr%'� %. • X�r �� �.:.<:�.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining
X - �W' S.F."Q���: :�;,=.�.�..
W alls
H. Other x
- 7� S:F. ��� .�� -•,. .
TOTAL HARDCOVER IN ZONE - =�h� � S.F. A
TOTAL PROPERTY AREA IN ZONE - `'•���` ' S,F. B
A [.}�7? + g x 100 = n•�6 %
PROPOSED HARDCOVER W ZONE
A. House x = « �� � � S.F. �
Length Width �
X = S.F.
x = S.F.
B. Garage x = S.F,
C. Driveway x = /��s � S.F.
x = S.F.
D. Sidewalk. x = 2, / 6 S.F.
- s S S.F.
_ .-. x -
E. Patio/Deck C�- `%'�-� �'`•'��" x = �� :� S.F.
X = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining x = S.F.
Walis
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - �S 47 S.F. A
TOTAL PROPERTY A IN ZONE - 'S / :' S.F. B
A ��47 = B 76�2 X �oo = ¢�. 23 %
■ I
. __ TY�o,2'S S�g, of spai,��(�,�a�c �.et5
� /', � ' �' i- - ;,' _ :
Partt oF �o� 182 aNn
HARDC VER CALCULATION WOR�EET µ
� ' - 00' S00- ��
SETBACK ZONE: (CIRCLE ONE) 0-75 75-250 250 5 ��C
� _
EXiSTING HARDCOVER IN ZONE
A. House x = S.F.
Length W idth
X = `=�- S.F.- r�`G
x = S.F.
B, Garage x - S,F.
C. Driveway x = S.F.
X = S.F.
,�EGj:" `,- '"' ' .:.r
D. Sidewalk x = � S.F,-
X = S.F.
E. Patio/Deck x = �i � S.F.-Occ�� + 5'���5
x = I G4 S.F.—%+�''� +YS/.41-L
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining x = I�- S.F.-�NF��
Walis
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - -��� S.F. A
TOTAL PROPERTY AREA IN ZONE - 553R S.F. B
A ,cf. + g " X 100 = >. 7"1 %
PROPOSED HARDCOVER IN ZONE
A. House x = S.F.
Length Width '
X = S.F.
X = S.F.
B. Garage x = S.F,
C. Driveway x = S.F.
x = S.F.
D. Sidewalk x = S.F.
x = S.F.
E. Patio/Deck x = S.F.
X = S.F,
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining x = S.F.
Walis
H. Other x = S.F. '
TOTAL HARDCOVER IN ZONE - b S.F. A
TOTAL PROPERTY AREA IN ZONE - 5 S 3 9 S.F. B
q z3 - B 6 >33 x100 = t? %
I � ���� ��� <`�,'i�, c _._ ,
, � -��� Lc iL
2012 FOUNDATION GUIDE :
SCOPE OF DRAWINGS:
THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND
CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL
RESIDENTIAL CODE (IRC)AS WELL AS THOSE OF THE MINNESOTA STATE BUILDING CODE. THESE
DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P.
CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO
THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE
DRAWINGS EXPIRE ON DECEMBER 31, 2012.
DRAWING INDEX:
SCOPE, INDEX, &CERTIFICATION SO
USE GUIDELINES AND MATERIALS S1
GENERAL NOTES S2
STEP FOOTING DETAIL S3
WALKOUT WALL DETAIL S4
LOOKOUT/KNEE WALL DETAIL S5
EXTERIQR LOW GRADE FOUNDATION DETAIL S6
BASEMENT WALL DETAIL S7 '
BASEMENT WALL VERTICAL REINFORCING TABLE S8
BRICK LEDGE DETAILS S9
FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10
BASEMENT WALL ANCHOR SPACING TABLE S11
NON-BEARING WALL JOIST BLOCKING DETAIL S12
NON-BEARING WALL TRUSS BLOCKING DETAIL S13
WINDOW WELL DETAIL S14
STOOP DETAIL S15
;
I hereby certify that ihis plan,specification or report was prepaied by
me or under my direct supeivision and that I am a duly Licensed
Professional Engineei under ihe laws of ihe State of Minnesota.
Dare: 1-31-12 License Number: 4666b
Signed:
Print Name: NiCk H81lSOn
2012 C.I.P. CONCRETE FOUNDATION S�TE ADDRESS: Date Rev
GUIDELINE DRAWINGS 3508 Ivy Place
SCOPE,INDEX,&CERTIFICATION Project:
Metro Foundations
2528 Meadow Oak Lane Orono 55391
Ciry: State: �1N Zip:
Monticello, MN 55362
287 16th Ave SW Project Number: 2.0001 �O
New Brighton,MN 55112 Drawing Date: Januarv 31.2012
Tel 6�2-7083572 C�IB�t:
www.hansongroupmn.com Sheet: 0 Of�r'J
CO COPYRIGHT HANSON GROUP LLC 2012
. �
DRAWING USE GUIDELINES AND LIMITATIONS
THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS
PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE.
THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE
PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS.
THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN
ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW
AND INSPECTIONS.
LIMITATIONS
1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT(FROM TOP OF FLOOR SLAB TO TOP
OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGH�.
2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT.
3. OVERALL BUILDING WIDTH NOT TO EXCEED 60 FEET.
4. STRUCTURES CONSTRUCTED OF WOOD FLOOR,WOOD ROOF,AND WOOD WALLS ONLY. NO PRECAST
BEARING ON FOUNDATION WALLS IS PERMITTED. '
5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS.
6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL
ENGINEERING DOCUMENTS.
COLD WEATHER GUIDELINES:
1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL
ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL '
CEMENT,HIGH-EARLY STRENGTH CONCRETE,AND/OR ACCELERATOR IS RECOMMENDED AT
TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F.
2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN
POSSIBLE.
3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS '
RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR W
CONTACT WITH FROZEN MATERIALS. '
4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST,SNOW,AND ICE.
5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24"OF THE WALLS
WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL
WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.
THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER
REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE.
MATERIALS
CONCRETE: F'c=3000 PSI @ 28 DAYS
MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER '
AGGREGATE: FOOTINGS-1 Yz"MAX.
WALLS/SLABS-3/"MAX.
REINFORCING STEEL: #4-BARS-ASTM A615 GRADE 40 EQUIVALENT REBAR TABLE ,
#5+BARS-ASTM A615 GRADE 60 FOR BUNDLED HORIZONTAL BARS
ALLOWABLE SOIL '
BEARING PRESSURE 1,500 PSF MINIMUM (2)#4=(1)#6 ;
(3)#4=(2)#5
(3)#5=(2)#6
2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev .
GUIDELINE DRAWINGS 3508 Ivy Place
DRAWING LIMITATIONS&MATERIALS P►'ole��
Metro Foundations
_ 2528 Meadow Oak Lane Orono 55391
; cny: s�te: n�ni ZP:
za�,amn�asw MontiCello,MN 55362 Project Number: 2.0001
New eripnwn,MN ssi iz DrSwing Date: Januarv 31.2012 C�
Te1812-708-3572 C��ent' v -
www.hanwnproupmn.eom $h@6t: 1 Of 15
O COPYRIGHT HANSON GROUP LLC 2012
,
GENERAL NOTES
1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE
STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY
SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS
ADEQUATE SHORING IS INSTALLED AS REG�UIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.
3. 1Y"DEEP BY 3�"WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND
FROST WALLS.
4. STRIP FOOTING TO WA�L CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER,A MINIMUM OF 2"OF STRIP
FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE.
5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALl FOOTINGS.
6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6"WITHIN THE FIRST TEN FEET
UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED.
7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE,WATER-PROOFING,CONTROL JOINTS, FLASHING,AND
INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR,UNLESS NOTED
OTHERWISE.
8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL '
THICKNESS MAY VARY BY UP TO Y2"FROM THAT SHOWN ON THE DRAWINGS.
9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED Yz". BARS BEING SPLICED ARE TO BE WITHIN 2"
OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR
DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET.
10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.
HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS�ONG AS A 2"MINIMUM CLEAR COVER
IS ACHIEVED ON ALL SIDES.
11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS.
12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. '
VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5"INTO THE STRIP FOOTING IN LIEU OF DOWELS.
13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR
FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS.
14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS
ARE TO HAVE AN ANCHOR WITHIN 4"TO 12"OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL
CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN
LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS
MY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT
FOUNDATION WALLS.
15.SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH IRC SECTION R319.1 ITEM 2
PROVIDED GRADE IS 8" FROM WOOD MATERIALS. ANCHOR BOLTS�"DIAMETER OR LARGER ARE NOT ,
REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH IRC SECTION R319.3 EXCEPTION 1.
CENTER BOLTS ON PLATE.
16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH
THE MANUFACTURER'S REQUIREMENTS. '
17.FLOOR BLOCKING IS ONLY REGIUIRED AT FULL HEtGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS.
18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND
DIAGONAL COLD JOINTS,AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL `
REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED,
BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING
IS ACHIEVED.
19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. '
MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS.
2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev
• GUIDELINE DRAWINGS
3508 Ivy Place
GENERAL NOTES Project:
Metro Foundations '
2528 Meadow Oak Lane ��: Orono s�te: n��, �: 55391
za�ismn�esw MontiCello, MN 55362 Project Number: 2.0001 /'�
New BdghtOn,MN 55112 Drawing Date: Januarv 31.2012 C"/ ��
TN 612-70&3572 L•��8nt' �'
www.hrnwnproupmn.eom SheSt: 2 Of 15 v��
OO COPYRIGHT HANSON GROUP LLC 2012 '
NOTE:
DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS BELOW STEP
LOCATIONS SHOWN ,
36"MIN FULL HEIGHT GARAGE FROST
WALL WALL
LOOKOUT .•. . •
WALL �,. �'� :
.•� •
� a
1 �
'.4. .f.. ' �;. 1
REAR FROST WALL '.
� � A T� ELEVATION SHOWN
� . ;,, �,, ..;,.•..•.�:. ,�. ..:� .y. � FOR
� �� '�� � � REPRESENTATION
STEP 2 x STEP PURPOSES ONLY-MAY
NOT APPLY
6"MIN THICK CONCRETE ELEVATION
FOUNDATION,SEE OTHER STEP SPACING REQ IREMENTS (2�#4 HORIZONTAL BARS
DETAILS FOR MORE INFO BOTH TOP&BOTTOM
OPTIONAL CONTROL JOINT m EXTENDED AT LEAST 24"
AT EACH END OF STEP BEYOND EACH END OF STEP
HORIZ. BARS Z '
TOP&BOTTOM �
� a
N �
Z
�
C'�
E Q.
: r � . . ..,.•�. •• '
DETAIL B ���a���.� �.. � -
HIGH FOOTING MAY BE
EXTENDED PROVIDED
BARS ARE PLACED AS 1J1 '
SHOWN • �
� ,.[ ' i' .'.
CONCRETE STRIP � � " �� � STABLE BANK
FOOTING
72"MAX SPAN
DETAIL A
2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev
" GUIDELINE DRAWINGS 3508 Ivy Piace
STEP FOOTING DETAIL Project:
Metro Foundations
2528 Meadow Oak Lane Orono 55391
cny: s�ta: n�n� ap:
2e�isn,n�asw MOntiC211o, MN 55362 Project Number. 2.0001
New BriphWn,MN 55712 Drawing Date: Januarv 31.2012 C� .
Tel 612-7083572 C��ent' v
www.hanwnproupmn.com SheSt: 3 of 15 I
OO COPYRIGHT HANSON GROUP LLC 2012
Yz"f7�x 10"LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS
BOLTS(7"MIN. EMBED) ;
c@� 72"O.C.MAX.OR
EQUNALENT METAL STRAP '
ANCHORS SILL PLATE TO MATCH FRAME WALL
ABOVE
16"MAX FOR 4"THICK STEM
Z 24"MAX. FOR 6"THICK STEM
SLOPE GRADE AWAY FROM � CONCRETE SLAB-ON-GRADE BY OTHERS
FOUNDATION CO
' ' ' � .., •a i.
i. . , � � •
�• ° n ' a
' a , . _
d� _
OPTIONAL STEM
WALUSLAB LEDGE MINIMUM • a.
THICKNESS TO MATCH SILL � a ; (1)#4XCONTINUOUS HORIZONTAL BAR AT
� TOP OF WALL
PLATE '
: �
. :e
a
� � 6"MIN.C.I.P.CONCRETE FOUNDATION
n •� • WALL
a
INSULATION BY OTHERS
a� �. (OPTIONAL AT GARAGES)
, d�.
#4x2'-0"DOWELS @ 72"O.C.
MAX(5"MIN. EMBED) � e UNREINFORCED CONCRETE STRIP
DOWELS ARE NOT
REQUIRED IF BACKFILL IS FOOTING SEE S7
PLACED EQUALLY ON BOTH a. � ' '
SIDES W LIFTS NOT TO ' � � �
EXCEED 24"-ALTERNATE � . � ° � � a �'•
EACH SIDE � . a ' • a '
2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev ,
� � A GUIDELINE DRAWINGS 3508 Ivy Place
WALKOUT WALL DETAIL PrOject:
Metro Foundations
2528 Meadow Oak Lane ��,: Orono s�te: n�r� zp: 55391
' ` Monticello,MN 55362
287 18th Ave SW Project Number: 2.0001 � .
New BriphWn,MN 55712 Drawing Date: Januarv 31.2012 C ''
Te1612-708-3572 C"ent' .
www.nanwnyroupmn.com Sh8@t: 4 of 15 v
OO COPYRIGHT HANSON GROUP LLC 2012
1/2"0 ANCHOR BOLTS f
(7"MIN EMBED)OR
METAL STRAP
ANCHOR @ 72"O.C. FRAMING&SILL
MAX PLATE BY OTHERS
z '. �
SLOPE GRADE AWAY FROM � . (1)#4 x CONT
HORIZONTAL BAR AT
FOUNDATION `O � ° '� TOP OF WALL
a� � ,
_ . . a:
_ _ a
d
o . �
a. •
d Q
6"MIN THICK C.I.P. � �
CONCRETE • ' -
FOUNDATION WALL -��,'�
a a
. a
�
#4 x 2'-0"DOWELS(5"MIN. a
EMBED)CENTERED IN WALL @ � SLAB-ON-GRADE
48"O.C.(SAND SOIL) ° .
OR 36"O.C. (SANDY-CLAY SOIL)
OR 24"O.C. (CLAY SOIL)
DOWELS MUST BE WET SET OR . . . '
DRILLED AND EPDXY GROUTED • `�. � • '�' <' '
. a � � °'. � ° �� UNREINFORCED CONCRETE STRIP
� ` . � a � FOOTING SEE S7
(18"MIN WIDTH FOR CLAY BACKFILL OR
16"MIN WIDTH IF 2'-6"MAX UNBALANCED
BACKFILL)
2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev
GUIDELINE DRAWINGS 3508 Ivy Place
LOOKOUT/KNEE WALL DETAIL Project:
Metro Foundations
- 2528 Meadow Oak Lane Orono 55391
cny: scate: MP Zip:
28716thAveSW MOntiCello, MN 55362 Project Number: 2.0001 ;
New BdphWn,MN 55712 Drawing Date: Januarv 31.2012 C� �'
TN 612-708-3572 L•��ent' v .
www.nenaorqmupmo.com Sheet: 5 of 15
O COPYRIGHT HANSON GROUP LLC 2012
y2'0 x 10"LONG ANCHOR WOOD FRAMING ABOVE BY OTHERS
BOLTS(7"MIN.EMBED)
@ 72"O.C. MAX.OR SILL PLATE TO MATCH FRAME WALL
EQUIVALENT METAL STRAP ABOVE
ANCHORS OPTIONAL SLAB LEDGE
CONCRETE SLAB-ON-GRADE
(1)#4xCONTINUOUS
HORIZONTAL BAR AT TOP � ' .a • . • . ' . � • ' . .o., '
OF WALL . . . � n • o . • •a '
oC � � • __
O .
Q o #4x4'-0"HOOKS @ 24"O.C.BENT OR
� M DRILLED AND EPDXY GROUTED
o @1 ; d : 0 3'_0„
CO Y � . a ��-
� �
2 '
SLOPE GRADE AWAY FROM O
FOUNDATION Z . #4xCONTINUOUS HORIZONTAL BAR @
� 24"O.C.TYP i
_. �, '. .. . d •d �
. a : 8"MIN.C.I.P.CONCRETE FOUNDATION
� WALL
aa : .
a : � OPTIONAL 2"RIGID INSULATION ON
� INSIDE FACE AND UNDER
#4x2'-0"DOWELS @ 72"O.C. ° SLAB-ON-GRADE FOR 24"MIN.
MAX(5"MIN.EMBED) a� �.�•
� � .
a
� "�' "� UNREINFORCED CONCRETE STRIP
. . . o• .
a � . a a: FOOTING SEE S7
a '•.
. ' � a .
2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev
GUIDELINE DRAWINGS 3508 Ivy Place
UNBALANCED FOUNDATION DETAIL ProJect:
Metro Foundations
2528 Meadow Oak Lane Orono 55391
cNy. srate: MN ap:
' Monticello, MN 55362
287 16th Ave SW ProjeCt Number. 2.0001 :
NBw B�Iphton,MN 55112 Drawin Date: Januarv 31.2012 C�
ras,zaoe-as�2 Client• 9 v
www.hensonymupmacom Sheet: 6 of 15
OO COPYRIGHT HANSON GROUP LLC 2012
WOOD FLOOR
SYSTEM BY OTHERS
2x6 MIN SILL PLATE FLOOR TO SILL
CONNECTION SEE S10
z • ` ANCHOR BOLTS SEE
� °� WALL ANCHOR INFO
SLOPE GRADE AWAY FROM � ON S11
FOUNDATION • '
a �
� < �' 8„MIN.C.I.P. '
.o • . „ CONCRETE
a FOUNDATION
` ' WALL-SEE REBAR =
� a' �a TABLE S8 FOR = �
VERTICAL REBAR C7 w
CLEAR HEIGHT OF 8"-0"OR LESS a W �
(2)#4xCONT. HORIZONTAL BARS � � Q
CLEAR HEIGHT OF 8"-0"OR MORE �- -� �
(3)#4xCONT. HORIZONTAL BARS Y U
9� ' � � 1�2"CLEAR m '
#4x2'-0"DOWELS @ 72"O.C. � a '
MAX(5"MIN. EMBED) � a CONCRETE '
a •
SLAB-ON-GRADE
a
• ' p . . .a
d a . • '
d � p
' C'� � , ... e. • , . .'.
4. QO: . a '.
' Q e .
UNREINFORCED CONCRETE STRIP
FOOTING PER CODE OR BY BUILDING ,
STRIP FOOTING SIZES DESIGNER,ALTERNATNELY USE TABLE
SHOWN AT LEFT
SOIL ONE-STORY TWO-STORY
STRUCTURE STRUCTURE
2000 PSF 16"WIDE x 8"THICK 20"WIDE x 8"THICK
1500 PSF 2p"WIDE x 8"THICK 26"WIDE x 8"THICK
NOTE:BASED ON 25'-0"FLOOR SPANS&50'-0"ROOF SPANS
2012 C.I.P.CONCRETE FOUNDATION ��ADDRESS: Date Rev
�Q' � ' GUIDELINE DRAWINGS 3508 Ivy Place
BASEMENT WALL DETAIL Project:
Metro Foundations '
2528 Meadow Oak Lane Orono 55391
cNy. state: I�N� Zip:
2a�ien,nva sw MOntiCello,MN 55362 Project Number. 2.0001
New BT�h 612MN��� Drawing Date: Januarv 31.2012 C 7 .
�,�,.h,�,o,w�,�,P,,,�,�„ Cllent: Sheet: 7 of 15 v /
OO COPYRIGHT HANSON GROUP LLC 2012 '
0
o � £ , .
� �
� �i�� -
�
-�i ��Z�
x ��m
Z �N N� GRADE 60#6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/F'c =3000 PSI .
O � N � < � W ALTERNATIVE TO IRC TABLE R404.1.1(5)
� ' � =° � v N BACKFILL TYPE
o � � p D m n CLEAR HEIGHT BACKFILL HEIGH
v o Q � � Z � (SEE S7) (SEE S7) SAND(30 PSF/F� SANDY CLAY(45 PSF/FT) CLAY(60 PSF/F�
� � o O Z m n WALL THICKNESS WALL THICKNESS WALL THICKNESS
n Z � C �, G �
NW O Q � � A 8" 10" 12" 8" 10" 12" 8" 10" 12"
N w � � Z m 8�_O„ 7�'4" NONE NONE NONE NONE NONE NONE '36" NONE NONE
�m y m N � 7'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE
c 8�'4� NONE NONE NONE 36" NONE NONE 36" NONE NONE
n 8�-��� NONE NONE NONE "36" NONE NONE 36" NONE NONE
� 9._�„
� p ��'��� NONE NONE NONE NONE NONE NONE "36" NONE NONE
� °—� Z 6'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE
. � N 9�"4� "36" NONE NONE 36" *36" NONE 24" 24" NONE
v�v-o ,�• w
m f.�• � � � 9�-�� "36" NONE NONE 36" NONE NONE 24" 24" NONE
"� � o o $��.
o� o � m 10'-0" NONE NONE NONE 36" NONE NONE 36" NONE NONE
•CD m � � ��-��� NONE NONE NONE NONE NONE NONE 36" NONE NONE
6'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE
"=NONE IF F'c=4,000 PSI
�
m
�
� � EQUIVALENT VERTICAL REBAR
`� SUBSTITUTION TABLE
Iw
� #6 @ 24"_#5 @ 18"_#4 @ 12"(GRADE 60)_#4�8"(GRADE 40)
#6 @ 36"_#5 @ 24"_#4� 18"(GRADE 60)_#4 @ 12"(GRADE 40)
v (1)#6=(2)#4(GRADE 60)
m
�
m
<
_ __ __ . . .. _ _ _ _ _. _ _. __._ _ _ __ __ __ _ _ .._ _ __ _ _ . __. _._
NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0"OF VENEER.
WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES.
FRAMING BY OTHERS
VENEER OR
SLAB-ON-GRADE� WOOD FLOOR
BY OTHERS SYSTEM BY VENEER OR ,
OTHERS SLAB-ON-GRADE
BY OTHERS FRAMING BY '
OTHERS
SLOPE GRADE � z ;' 16"HIGH MAX x 65LOPE GRADE s z �
AWAY FROM � ' THICK MIN STEM AWAY FROM � �
FOUNDATIO • FOUNDATIO 16"HIGH MAX '
•� . .' •.• x 4" THICK MIN
FOUNDATION :.. •+ FOUNDATION WALL •:' ° STEM
WALL SEE S7 SEE S4 OR S5 THICKNESS TO
MATCH SILL
PLATE
DETAIL Qa HIGH GRADE DETAIL Qa LOOKOUT
SIM @ NON-BEARING SIM @ FROST WALL
FRAMING BY OTHERS
WOOD FLOOR
' SYSTEM BY VENEER OR
VENEER OR OTHERS SLAB-ON-GRADE FRAMING BY
SLAB-ON-GRADE� BY OTHERS OTHERS
BY OTHERS �
SLAB-ON-GRADE
6"MIN THICK STEM Q , : � , •
SLOPE GRADE �
AWAY FROM SLOPE GRADE o .
FOUNDATION AWAY FROM i+� ' ' 6"MIN THICK
'• FOUNDATION STEM
N xQ �� • MATCH VERTICAL � • � '
T �
� ' REBAR SPACING IN ' a � #4 DOWELS @
2/S4 . 36"O.C.
FOUNDATION ''q�. � �• � . EMBEDDED 24"
WALL SEE S7 .�,• 1�2� FOUNDATION WALL � .• .• INTO LOWER
�' . CLEAR SEE S6 . WALL(CENTER
a • IN STEMWALL)
. '� a
� � � . � • � ,
DETAIL �a LOW GRADE DETAIL �a FROST WALLS I
SIM @ NON-BEARING w/LOW GRADE
2012 C.I.P.CONCRETE FOUNDATION ��ADDRESS: Date Rev
'� ,' GUIDELINE DRAWINGS 3508 Ivy Place
BRICK LEDGE DETAILS Project:
Metro Foundations '
2528 Meadow Oak Lane Orono 55391
cm: s�ate:�_ np:
28716th Ave SW MontiCello, MN 55362 Project Number: 2.0001 ;
New Brlphton,MN 55112 Drawing Date: Januarv 31.2012 C� �'
Te1612-7083572 L•��8nt' v �
www.henwnproupmn.eom SheSt: 9 of 15
cO COPYRIGHT HANSON GROUP LLC 2012
FLOOR SYSTEM,TYPE, '
SIZE,AND SPACING TO BE FLOOR TO SILL
DETERMINED BY OTHERS CONNECTION AT
EACH MEMBER SEE
�"0 ANCHOR BOLTS w/NUT&�"THICK TABLE BELOW
x 2"QJ OR SQUARE WASHER SEE S11
FOR SPACING(7"EMBED MIN) WASHER TO BE
-METAL STRAP ANCHORS TO BE COUNTERSUNK FLUSH w/ '
INSTALLED AT MANUFACTURER TOP OF SILL PLATE '
EQUIVALENT SPACING
RIM BOARD OR BRACING �
MATERIAL BY OTHERS � • . •��•a SEE FULL HEIGHT WALL
2x6 SILL PLATE MINIMUM g '��'�' SECTION ON S7 FOR
�• ' •`�''� FOUNDATION WALL
SLOPE GRADE AWAY � • •• `
FROM FOUNDATION ' �•� �'•�� � �' °• REQUIREMENTS '
TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS****
CLEAR HEIGHT FLOOR MEMBER BACKFILL TYPE
(SEE S7) SPACING SAND SANDY CLAY CLAY '
(30 PSF/FT) 45 PSF/FT 60 PSF/FT
16" A A B
19.2" A A B
8'-0"
24" A B C
16" q g C
9'-0�� 19.2" A B p
24" A C D
16" A C D ,
10'-0" 19.2" A D D
24" g D D
CONNECTION A (4)0.131"0 x 3"TOP NAILS AT EACH MEMBER j
CONNECTION B (4)0.148"f7�x 3"TOP NAILS AT EACH MEMBER
CONNECTION C (2)0.131"!0 x 3"TOP NAILS &MECHANICAL CLIPS:SIMPSON A35/USP MPA1 OR USP LJC AT
EACH MEMBER
(2)0.131"0 x 3"TOP NAILS &MECHANICAL CLIPS:SIMPSON FWANZ' OR SIMPSON U2.1/4 OR
CONNECTION D SIMPSON U2.37/4 OR USP LJQ"OR 2 SIMPSON A35s'"`/2 USP MPAis'**AT EACH MEMBER
'FWANZ TO BE USED WITH A MIN.1Ya"OSB RIM AND LOCATED w/IN 5"OF EACH MEMBER. WITH FLOOR TRUSSES,
FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE.
",WQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH.
"'MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF(2)SIMPSON A35s/(2)USP MPA1s.
*'"'CONNECTIONS ARE CLASSIFIED A TO D,WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A
STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE.
2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev
� GUIDELINE DRAWINGS 3508 Ivy Place
FLOOR BEARING CONNECTIONS ProJect:
Metro Foundations
2528 Meadow Oak Lane �m,, Orono s�ate: n�n, �: 55391
26716th Ave SW Monticello, MN 55362 Project Number: 2.0001 .�
New Brlphton,MN 55112 Drawin Date: Januarv 31.2012 C 1 0 .
Te�siz-�oe-asrz Client• 9 v � �
www.h�nwrproupmn.eom Sh2@t: 10 of 15
CO COPYRIGHT HANSON GROUP LLC 2012 j
�
�"f�ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS*
ALTERNATIVE TO IRC TABLE R404.1(2) '
BACKFILL TYPE
CLEAR HEIGHT BACKFILL HEIGH SAND
(SEE S7) (SEE S7) (30 PSF/FT) SANDY CLAY CLAY
(45 PSF/F� (60 PSF/FT)
7'-6" 72^ 72" 48��
8'-0"
7'-0" 72" 72" 60"
6'-0"OR LESS 72^ �2� �2"
8'-6" 72" 48" 36" �
9'-0„
8'-0" 72" 60" 36"
7'-0"OR LESS 72� �2� �2�
9'-6" 72�� 36�� 24��
9'-0" 72�� 48�� 24��
10'-0�� 8'-0" 72� 72" 48"
7'-0"OR LESS 72� 72^ �2"
'Y"�S EPDXIED THREADED ROD w/6"EMBED MAY BE USED AT SPACING SHOWN
ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS**
ALTERNATIVE TO IRC TABLE R404.1(2)
BACKFILL TYPE '
CLEAR HEIGHT BACKFILL HEIGH SAND SANDY CLAY C�,qy '
(SEE S7) (SEE S7) (30 PSF/Fl) (45 PSF/Fl) (60 PSF/FT) �!
7'-6" gp° 24" 18"
8'-0" ��'��� 72" 36" 24"
6'-0"OR LESS 72�� �2" 48"
8'-6" 36" 24" 18"
9'-0,� 8'-0" 4g° 24" 18"
7'-0"OR LESS 72�� 48" 24•
9'-6" 24" 18" 12"
9'-0" 3g^ 18" 12" !
10'-0" g�_p^ g��, 24" 18"
7'-0"OR LESS 72° 60" 36" '
, 2 w ,
"Q1 SELF-CUTTING ANCHOR BOLT w/4"EMBED OR SIMPSON FWAZ ANCHOR
2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev
GUIDELINE DRAWINGS 3508 Ivy Place
ANCHOR SPACING TABLES Project:
Metro Foundations
2528 Meadow Oak Lane ��,: Orono S��: n^n� �P. 55391
Monticello, MN 55362
Zs��sm n�e sw Project Number. 2.0001 ^ � �
New BrlpMon,MN 55112 Drawin Date: Januarv 31.2012 � �
Ta�6'2-�°&asM Cllent• 9 i
www.mnwnproupmn.com Sheet: 11 of 15 I
CO COPYRIGHT HANSON GROUP LLC 2012 ;
0
n � Z i�l,I�I� ���j .
' � �� � NOTES:
� ���m 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/a"PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/0.131"f7�x
_ �N=w 3"LONG NAILS @ 6"O.C.AT PANELS EDGES&@ 12"O.C.@ PANEL INTERIOR SUPPORTS OF EQUIVALENT.
� 3 v=> 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.
x ���m
z ��N� ', ' » 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH
MEMBER BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD.
Z o N � Z c j NAILING SHOWN IS TO BE USED AT MINIMUM.
� '" °D "' m v ^' 4. B L O C K I N G D O E S N O T H A V E T O B E P L A C E D I N A D J A C E N T B A Y S. I F R E Q U I R E D U S E A D D I T I O N A L 2 x 4 S P A C E R S A S
c� �D m � � � n SHOWN IN FIRST SPACE.
� � o p � m :� 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4"IN DIAMETER,MAINTAIN 3"EDGE DISTANCE.
� Z � c o00
N W ° �, � az
� W �
N � o � � m
7 Ztl� �
y v c OPTIONAL OPEN SPACE AS SHOWN OR
D Z SHIFT FULL HEIGHT BLOCKING
r D AIL SHEATHING TO BLOCKING/JOIST FRAMING
� o Z wl(12)0.131"0x3"LONG NAILS f BY OTHERS
� � 0.131 R1 x 3"LONG NAILS @ 6"O.C.
..
.. ..
� � � � RIM TRUSS
m w o � o � � ; , 4 - . BY OTHERS
�o Z o ,� o TYPE D CONNECTOR @ BLOCKING SEE
wg � m S10
m m � �
,
2x6MIN
-.,. �- e-: �,f SILL PLATE
__.
� ` FOUNDATION WALL SEE OTHER SHEETS
� FOR ANCHORS&WALL INFO
� JOISTS BY OTHERS�
. m
� PROVIDE BLOCKING
� Z /�
AS REQUIRED TO ACHIEVE " j OUNDATIONE AWAY FROM
�^ d NAILING SHOWN.(MIN 2
VJ �
SPACES) ; � �
� c�'i, BLOCKING HEIGHT TO MATCH __ �
N (� JOIST DEPTH&BE OF IF REQUIRED, PROVIDE 2 x 4 MIN
LUMBER,I-JOIST,OR OTHER SEE S11 FOR SPACING OF
MANUFACTURED MATERIAL BLOCKING SYSTEM SHOWN SPACERS UNTIL SPACES IN WHICH FULL
� ATTACH BLOCKING TO JOISTS HEIGHT BLOCKING CAN BE INSTALLED,
� w/TOE NAILS EACH END TOE NAIL TO FLOOR MEMBERS EACH
END
�
�
<
0
c� � 0 a�li �g '>,�i� <
� � NOTES:
� �4�� 9 . 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/"PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/0.131"0 x 3"
� ��s= ' - LONG NAILS @ 6"O.C.AT PANELS EDGES&@ 12"O.C.@ PANEL INTERIOR SUPPORTS OF EQUIVALENT.
� ��ss
3 Z, , 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.
_ ���m 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE OR FULL DEPTH MEMBER
D �,�n
cZi> �'�'F � BLOCKING SUCH AS I-JOIST OR LVL DESIGNED FOR 1,500 POUND LATERAL COMPRESSIVE LOAD. NAILING SHOWN IS TO
z o c�'i, �+ o � o BE USED AT MINIMUM.
� � oNo � � p n� 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2x4 SPACERS AS
�
o m m p D r n SHOWN IN FIRST SPACE.
� o a T� Z Z � 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO
� z � C � v n 6. 4"IN DIAMETER,MAINTAIN 3"EDGE DISTANCE.
N � oQ Nyz
� c) DUCT/MECHANICAL(AS REQUIRED)
N � � °r° m BY OTHERS
� 0 ° � m NAIL SHEATHING TO BLOCKING/TRUSSES �FRAMING
N � N p w/(12)0.131"0x3"LONG NAILS BY OTHERS
o c 0.131 QJx3"LONG
D D NAILS @ 6"O.C.
�
v O � , . . . . � RIM TRUSS
� ° Z BY OTHERS
o m
' `'�. ` TOP NAIL RIM TO SILL
;.;
� w/MIN OF(6)0.131 fD x 3"
m w o � o � LONG NAILS EACH SIDE
�» �•� O � a , OF BLOCKING OR TYPE
`� ° � v D CONNECTOR @
�� ° � m BLOCKING SEE S10
W m � � ;
2x6MIN
� � �SILL PLATE
. . . . . . . . . . . . �
FOUNDATION WALL SEE
TRUSSES BY OTHERS� OTHER SHEETS FOR
�
� PROVIDE 2 x 4 MIN BLOCKING _ ' ANCHORS&WALL INFO
� TOP&BOTTOM OF TRUSSES SLOPE GRADE AWAY FROM
1 AS REQUIRED TO ACHIEVE �FOUNDATION
NAILING SHOWN.
� � INSTALL w/(2)0.131 0 x 3" " --
� � LONG TOE NAILS
�� I`�° 3/4"PLYWOOD/OSB ONE SIDE IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS
OF BLOCKING w/(6)0.131 0 x 3" SEE S11 FOR SPACING OF TOP&BOTTOM AT MECHANICAL UNTIL
LONG NAILS TOP&BOTTOM BLOCKING SYSTEM SHOWN SPACES IN WHICH BLOCKING CAN BE
d OR 1/2"PLYWOOD/OSB EACH INSTALLED,TOE NAIL TO FLOOR MEMBERS
� SIDE OF BLOCKING EACH w/ w/(2)0.131 Q1 x 3"LONG NAILS
� (4)0.131 0 x 3"LONG NAILS
� TOP&BOTTOM
J
3'-0" EACH WAY MW
5'-0"EACH WAY MAX FLOOR SYSTEM BY OTHERS
(DO NOT PLACE GIRDERS
OR BEAMS OVER
CONCRETE LINTEL
DESIGNED FOR 1500 PLF)
SLOPE GRADE AWAY •�.�� � � . •< (2)#4 HORIZONTAL BARS w ;
FROM FOUNDATION TOP&BOTTOM OF�INTEL � �
WIND WELL �' . EXTEND 24"MIN PAST '
#4 HORIZONTAL BARS �; LADDER/ESCAPE �.,'.� OPENING EACH END(WOOD� �
c@ 12"O.C.CENTERED ' MEANS BY "'� ' V '
IN WALLS �r OTHERS � OTHERS) Z �
LAP AROUND � Z
CORNERS AND HOOK w
a
INTO FOUNDATION ' �' WALL BEYOND �
WALL @ EA.SIDE ' '� (1)#4 HORIZONTAL BARS g
(REFER TO S7 FOR TOP OF WALL �o Q
HORZ.BAR N �
REQUIREMENTS w/8" ��pE Z o
C.I.P.WALLS) —3�— `O � 8"MIN C.I.P.CONCRETE �
6"MIN C.I.P.CONCRETE � �• : � WALL
WALL ` : , :.�
:.� '� Q
#4 VERTICAL BARS @ GRANULAR� '���..' PLACE(2)#4 VERTICAL �
EACH OUTSIDE :; � MATERIAL '%�� BARS FULL HEIGHT AND °D
CORNER OF WELL (SAND) ' '� � ONE ANCHOR w/IN 12"OF M
�: LOOKOUT WALL OPENING EACH END
SEE S5 SLAB-ON-GRADE �
(1)#4 x2'-0"DOWEL�u .
EACH OUTSIDE �� i
CORNER OF WELL(5" . ', • � UNREINFORCED CONCRETE
MIN EMBED) � STRIP FOOTING SEE FULL
12"WIDE x 8"THICK MIN HEIGHT WALL SECTION S7
STRIP FOOTING
2012 C.I.P.CONCRETE FOUNDATION SI7E ADDRESS: Date Rev
' GUIDELINE DRAWINGS 3508 Ivy Place
WINDOW WELL DETAIL Project:
Metro Foundations
� 2528 Meadow Oak Lane ��,: Orono s�te:_�� z�: 55391
Monticello, MN 55362
za�ie�n n�e sw Project Number: 2.0001 ^ J �
New Bdphton,MN 55112 Drawin Date: Januarv 31.2012 `� '
Te�sizaoe-as�z Client• 9 �
www.run�nproupmn.com Sh@8t: 14 of 15 V
OO COPYRIGHT HANSON GROUP LLC 2012
�
NOTES:
1. ADD RETURN WALLS OR BUTTRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER TO CENTER
WIDTH EXCEEDS DIMENSIONS SHOWN.
2. STOOP WALLS REQUIRE MINIMUM 16"WIDE x 8"DEEP CONCRETE STRIP FOOTING.
FLASHING&WOOD
PROTECTION BY
OTHERS
� 10'-6"@ 8"WALL � SLAB BY FLOOR FRAMING OR
13'-6"@ 10"WAL�
OTHERS BLOCKING
Q , d' : ••�• . .
BASEMENT � �— � °.
� _ —I a . .•a;
T T � �-I I
I.�L
� EXAMPLE CORNER —I I I—I I Ia'`.• FLOOR
OR STRAIGHT WALL =I I I=I I I •� ` • CONNECTION
OPTIONS-TYP SEE S10& '
~ I I I I I I I II I II I I ��:. S11 � '
— a' C.I.P.CONCRETE �'
� � c� ��=��I ��� : . �
° � = o � z ��(=I I I � • . WALL SEE �
_ –"' . .: • ADJACENT Q
�•�' PLANS FOR �
�°�� THICKNESS& o
.�
8"MIN C.I.P.CONCRETE STOOP AREA - ••, . MAXIMUM WALL "o
WALL SEE FULL HEIGHT . LENGTHS
WALL SECTION S4 . . •a. SEE FULL
EXAMPLE �1� � HEIGHT WALL
SECTION S7 FOR
REINFORCING
�10'-6"@ 8"WALL� 10'-6"@ 8"WALL �
13'-6"@ 10"WALL 13'-6"@ 10"WALL � 10'-6"@ 8"WALL� 10'-6"@ 8"WALL�
�
13'-6"@ 10"WALL 13'-6"@ 10"WALL
z =
g � c7 �, .�, ,�,�� -.G�� '
= w c ��,
o � = o z
ih � ';.
EXAMPLE '2' �� ��..�;
z =
� � �
i,:> � _ , �`�'"'�"�"�
EXAMPLE '3'
2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev '
GUIDELINE DRAWINGS 3508 Ivy Place
STOOP DETAIL Project:
Metro Foundations
� 2528 Meadow Oak Lane ��,: Orono s�te: �AJ �: 55391
287181hAveSW MontiCello,MN 55362 Project Number. 2.0001 ���
New BrlphWn,MN 55112 DraWin Ddte: Januarv 31.2012 C 1 �
rs�sizaoe-as�z Ciient• g v �
www.hanwnyroupmn.com Sh@@i: 15 of 15
cO COPYRIGHT HANSON GROUP LLC 2012
w �`
.?,c,� L� � � __ ;;,;��-� C��
SCOPE
DESIGN AND DETAILING OF GARAGE CAST-IN-PLACE CONCRETE FOUNDATION WALLS AND STEEL LINTEL
SUPPORTING PRECAST PLANK FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN
ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE.
NOTES
1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS FOR MORE INFORMATION.
2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR
INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE.
3. PRECAST PLANK IS TO BE IN PLACE, DOWELED,AND GROUTED PRIOR TO BACKFILLING OF GARAGE
WALLS. GARAGE WALLS ARE TO BE LATERALLY SUPPORTED BY SLAB AT BOTTOM OR BY ADEQUATE
TEMPORARY BRACING.
4. PRECAST MANUFACTURER IS TO DESIGN PLANK FOR SELFWEIGHT&TOPPING DEAD LOAD PLUS
WORST CASE LIVE LOAD OF 50 PSF UNIFORM OR A 2000 POUND CONCENTRATED LOAD.
MANUFACTURER IS TO NOTIFY ENGINEER IF PLANK SPAN OR DEPTH VARIES FROM THAT SHOWN ON
PLANS.
5. INSTALL A MINIMUM OF (2)ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12"
OF EACH END.
6. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS.
7. CONTRACTOR& BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK.
CONTACT ENGINEER IF ANY DISCREPANCIES ARISE.
MATERIALS
CONCRETE: F'c=4000 PSI @ 28 DAYS
AGGREGATE: FOOTINGS- 1 %2' MAX,
WALLS/SLABS-%a" MAX.
STEEL W-SHAPES: ASTM A992 (Fy=50 KSI)
STEEL ANGLES: ASTM A36 (Fy=36 KSI)
REINFORCING STEEL: #4- BARS-ASTM A615 GRADE 40
#5+ BARS-ASTM A615 GRADE 60
BACKFILL: CLAY(GROUP III)
Yeq=60 PSF/FT(ACTIVE)
Yeq-85 PSF/FT(AT REST)
LOADS
ROOF DEAD LOAD: 15 PSF
ROOF SNOW LOAD: 35 PSF
PLANK DEAD LOAD: 65 PSF+TOPPING
GARAGE LIVE LOAD: 50 PSF OR 2000 LB CONCENTRATED
CODES
2007 MINNESOTA STATE BUILDING CODE
w/AMENDED 2006 IRC
P�OJ@Ct: I hereby certify that this plan,specification or report was prepared by Date f3EV
Precast Foundation Design me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
3508 Ivy Place, Orono MN �ate: 2-3-12 ucenseNumber. 46665
CIIQf11: Signed:
Metro Foundations Print Name: NICk HanSOn
287�6th Ave SW 2528 Meadow Oak Lane ProjeCt Number: 2.0016 ��
New Brighton,MN 55112 Drawing Date: Februarv 3,2012
Te16�2-708-3572 MontiC211o, MN 55362
www.hansongroupmn.eom Sheet: 1 Of 3
� COPYRIGHT HANSON GROUP LLC 2012
. �
�"0 ANCHOR BOLT(7"MIN EMBED)@
FRAME WALL ABOVE 72"O.C. MAX.OR EQUIVALENT STRAPS
BY OTHERS
2x6 SILL PLATE 8"CONCRETE PLANK w/5"MAX.
AVG.CONCRETE TOPPING(MAX.
(1)#4 HORIZ. BAR @ SPAN APPROX.22'-0"OUT TO OUT)
TOP OF STEM WALL
DRIVEWAY BEYOND 6"MIN. �
SLOPE GRADE AWAY — MEMBRANE BY OTHERS
FROM FOUNDATION I
6"MIN.WIDE X 20" MAX. DEEP '' � �
CONCRETE STEMWALL 4"LEDGE ALL WALLS '
(8"MIN.DEPTH REGI'D @ MAIN d
LEVEL GARAGE OPENINGS) • #4 x 1'-4"DOWELS @ 48"O.C. '
DRILLED IN&GROUTED SOLID
BY PRECASTER ALL WALLS
. 10"MIN.C.I.P.CONCRETE WALL
� (OPTIONAL 12"C.I.P.CONCRETE
�,. , WALL w/6"LEDGE)
#4 x 3'-0"DOWELS VERTICAL BAR OPTIONS: � ;
@ 24"O.C.MAX. 10"WALLS: o '
#6 BARS C�9"O.C.OR i� '
� � #8 BARS Qa 16"O.C. '
#4 HORIZ. BARS 12"WALLS: '
@ 24"O.C.TYP. . � #6 BARS @ 12"O.C.OR
.a
2�� #8 BARS @ 18"O.C.
(REDUCE TO#4 VERTICALS�48"
� O.C.CENTERED IN WALL AT
� INTERIOR SHARED WALL) '
#4 x 2'-0"DOWELS @ 72"O.C. . '
(5"MIN. EMBED) :
24"WIDE x 10"DEEP MIN. �
CONCRETE STRIP FOOTING ' SLA&ON-GRADE
AT PRECAST BRG
(20"WIDE x 10"DEEP MIN.@
PRECAST NON-BEARING WALLS) a , a 4
LOWER FOOTINGS AS REQ'D � � �
FOR FROST PROTECTION '
, WALL SECTION
S2 FULL HEIGHT FOUNDATION WALL
PfO�BCt: I hereby cerGry that this plan,specificatlon or repoA was prepared by Ddte Rev
Precast Foundation Design me or under my dlreG supervfsbn and that I am a duly Licensed
a-�e �-re - Piofessfonal Enpineer under ffie laws of the State of AAfnnesota '�
. 3508 Ivy Piace, Orono MN p�: 2-3-�2 ucenseNumber: 46665
CII@nt: Sipned: r '!. ��,r
Metro Foundatlons P�M"�: Nick Hanson
28716th Ave SW 2528 Meadow Oak Lane Project Number: 2.0016 �
New Brlphton,MN 55112 Drawing Date: Februarv 3.2012 C�
r.is�2aoe-ss�z MontiCello,MN 55362 v
www.hantorproupmn.com $h@8t: 2 Of 3
OO COPYRIGHT HANSON GROUP LLC 2012
, � �
NOTES
1. INSTALL(1)ADDITIONAL VERTICAL BAR EACH SIDE OF ALL OPENINGS U.N.O.
2. REFER TO HOUSE PLANS FOR ALTERNATIVE STEEL BEAM SIZES BY OTHERS.
8"CONCRETE PLANK w/5"MAX.
AVG.CONCRETE TOPPING
(MAX.SPAN=22'-0"OUT-TO-OU�
MEMBRANE BY OTHERS
FLASHING BY OTHERS
WOOD BEAM
TO SUPPORT WOOD .
FRAMING IS BY OTHERS W8x18 STEEL BEAM
AS SHOWN AT OVERHEAD
DOOR (d=8 Ys"b=51/a")
PROVIDE 8"MIN.
BEARING EACH (ALL BEAMS NOTED ��
END SUPPORT PRECAST
PLANK ONLI�
FOUNDATION 6 x 4 xY2 LLV '
WALL BEYOND STEEL ANGLE
SEE S2 OPTION
, LINTEL SECTION :
S3 5'-0"MAX.WIDE STAIRWAY DOOR
OPENING
Project: I hereby cerGly that this plan,specificatlon or report was prepared by Date f;@V
Precast Foundation Design me or under my direct supervision and that I am a duly Licensed
* - ' Professlonal Enpineer under the lawe ot the State of Minnesota.
: 3508 Ivy Place, Orono MN o�: 2-3-i2 �icenseNumber. 46665
Cifent: s�oned: _'`" -7,;_
Metro Foundations PdmName: Nick Hanson
Ze�,sm n�e sw 2528 Meadow Oak Lane Project Number: 2.0016
New Briphton,MN 55112 Drawing Date: Februarv 3.2012 C� .
TN 612-70&3572 MontiCellO,MN 55362 v ����
www.Asnunproupmn.com Sh@@t:_ 3 Of 3
CO COPYRIGHT HANSON GROUP LLC 2012 ,
�
9 �� � �
�
. �
� ��`o G � f� J�
� ���cp�� �„�`rS � l I�
o t�' �
� o � � � �'� � �
.
� ,
y� �
`���,`9 C,Qi (� C
� �.'C
o rt � �
. �
� .� -� � �
� �
�� � �
� � __ _ __ _ � ,
g t�
� � �
Z � �` �;�~���
-�� � IC��-�
�� � �}� ��.��-
�c ' �
�, % �
,
, ,
I n� .G
, / _..._,.
"'����'�y�k .
� / F, ��: G
, � � ��
/ +�.;� - �_
r
� � �� . � �� �
/ r '"'"' ' fi' r
�. . �
f ,;,.� :;' -
i
� "�' ��:,. �
� , , ,, . � ,�
,/�J � �
� �4� �
� � ��
- - � �� �,� �
r� � � ��� °
r �� r
� � �� , o
��� � ,: Z
d� �, Q
� �� �
:;.
n ":1
�j � C� � .o•v7�, �
�`I"1 ��7 ." 5 .SY�r �
�!q!uX3 � N � ��;4
� -�; .
���n�osa� �•-�
DATE TIME ✓
CITY OF ORONO CALLED IN �Z
INSPECTION OTICE SCHEDULED 5 Z9'�Z- r=3p
PERMIT NO. ����r��/2�COMPLETED �� �
ADDRESS �SU� / v�'1 ���—e�'
OWNER TELEPHONE NO. ��' Z'� �s7
CONTRACTOR ���� ������ �f� ��5�
a DESCRIPTION �h S�a�"� ��
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP O COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
� ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUN�ATIOWREMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
v�, COMMENTS:
�
W
a
�
J
O
�.
�
O
�
W
�
Q
�
Z
W
�
W
�
�
�RKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE
W O CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFOREC�/ERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail for the next ins 4 hours in advance. (952) 249-46�0
OwnerlContractor on '
inspector.
Whit CopyllnspectoPs File Canary Copy/Site Notice
\y l OATE � T� "
y CIN OF ORONO CALLED IN �� ��Z � '
INSPECTIO TICE SCHEDULED F-�-Z��2 I ;.�
PERMIT N0�26f Z-CSO I Z� COMPLETED
ADDRESS 3 SO g ZU�} 1��0.C:2
OWNER �r�e� TELEPHONE NO. �n�2'��7���
CONTRACTOR ��`��-� �MPS
� DESCRIPTION rG-Y� ' 3 -�C�'�S
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q �O POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS
y/,2�J,FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Zv❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLA�NT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATIOWREMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
v�, COMMENTS:
�
W
a
� �v . Q �t-��'� � )�
0
� �'�roy�', � �cJ'�.► s \��c� J, � e
0
�
W
�
Q
Z C� � ����t� S r— 1 .� -��
W
�
W
�
�
�
d
U�. WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
� �
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFOREC�/ERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALI INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952� 249-46��
Owner/Contractor on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME ✓
CITY OF ORONO CALLED IN
INSPECTION NOTI E SCHEDULED Z-Z -IZ �Z—
PERMIT NO. Z-�����I�� COMPLETED
ADDRESS ���U � � ��I r �C�
OWNER TELEPHONE NO.L�'�l- ��Y� 7��`�
CONTRACTOR ����'�,
� DESCRIPTION �I / I/t 'U�/l U V YJV��
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPIACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEEf YOU:_YES_NO
� COMMENTS:
�
W
a
�
J
O
�.
�
O
�
W
�
Q
�
Z
W
�
W
�
j
GW�RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
GC�' �
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED
❑ INSPECT�ON REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z� Z49-4600
Owner/Contractor on site: �
/
Inspector.
White Copyllnspector's File Canary CopylSite Notice
� DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION NOTICE SCHEDULED � ��Z—
PERMIT NO. 2-"� � (2 COMPLE
ADDRESS
OWNER TELEPHONE NO.��C Z 3�� 7��L--
CONTRACTOR �� `
>; DESCRIPTION I �
�
� ❑ FOOTING ❑ PLUM AL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS
� ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
�
W
�
o � � �����
�
a
�
W
�
Q
�
Z
W
�
W
�
�
GW �RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
� ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
W
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTION REOUIRED.CALLTO ARRANGE ACCESS.
Cal1 for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContractor on site:
Inspector. �
White Copyllnspector's File Canary CopylSite Notice
w _ � ' ,(J�' A TIME �
CITY OF ORONO ����� CALLED IN �
INSPECTION I�QjI ,q� �J SCHEDULE —
PERMIT NO.O�CJ ��/`L� C MPLETED
ADDRESS d
OWNER � LEPHONE NO. � - � �
CONTRACTOR �
� DESCRIPTION L�'l-
� ❑ FOOTING � PLUM FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MEC N AL RI ❑ LAKESHORE/WETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL
❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q O RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� O FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOILOW-UP
i � DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARO COVER REMOVAL
J ❑ PLUMBING RI ❑ S TIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU YES_NO
y COMMENTS:
�
W
a
� - �v . ( �' t�l� �Uv
0
�
� `{' Z���..� G-
0
�
° d�1 �Q ��c� eF�o c' �� �- ���-t1'�2�
Q
z =,���� � �
W
�
W
�
�
� ❑WORK SATISFACTORY:PROCEED �ROJECT COMPLEfE
W ❑CORRECT WORK&PROCEED �16SUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION T ARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
�STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALI TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952) 249-4600
OwnerlContractor on si�e:
Inspector. ��c../ /� �S
White Copyllnspector's File Canary Copy/Site Notice
��1 � �� � / TIME "
OF ORONO CALLED IN ���! �
INSPECTION NOTICE SCHEDULED ��--
PERMIT NO. COMPLETED
ADDRESS �� l
OWNER TELEPH E N . a 3��-��62
CONTRACTOR ���� �Q/�
>; DESCRIPTION 'LQ.��I�(,�1/� r Ii�—��D-
�
11r ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
�
O ❑ FRAMING ❑ MECHANICAL FINAL , ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
? ❑ DEMO-FINAL ❑ SEPT STALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEP FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU: YES_NO
� COMMENTS:
�
W
�
o _ �J' � ����.��-��C� � � � �► :�1
'� �v � �o� �� v`�� `J �� � �Jr��
�
o �
� . �
Q ?'U ��c�,f�.' t S l'�.� `��� e l!�-
Z �� Q �� �-C�
� '�-N� 1 /�.���.�� � c� � — �Lcr�..���.��`/'
W
�
�
d
W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
� ❑CORRECT WORK 8�PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
W
O ��ORRECT WORK,CALL FOR REiNSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �Q52� 249-46�Q
Owner►Contractor on site:
Inspector. � ,� ��
White Copyllnspector's File Canary CopylSite Notice
D�pT TIME �
CITa'OF C�30N0 CALLED IN (/� �
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED
ADDRESS � �
OWNER TELEPHONE NO.
CONTRACTOR
�: DESCRIPTION
ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
h
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
�
4, _
a
p � . � ��1�� � '
� ,
� � 6 v�
0
�
W �
�
Q
� _ �
W /y�
� v��'�
W
�
�
d
W� ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED I UE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION �TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952� 249-4600
Owner/Contractor on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
• t ,
. ,' �`���
' . : • .
� .
emo
To: Finance Department
From: Christine Mattson, Planning Assistant
CC: Street File
Date: 11/7/2012 F;�
�
G/L: 101-22205
Re: Building Permit Escrow Refund
Building Permit #2012-00127 pertaining to new construction at 3508 Ivy Place is complete.
The Applicant, Pillar Homes, has requested a refund of their$2,500 escrow.
The following is attached:
• Escrow Refund Request
• Email from Bolton & Menk indicating no unbilled WIP on this project
• Email from Campbell Knutson indicating no unbilled WIP on this project
• Original signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: Pillar Homes
1700 Niagara Lane North
Plymouth, MN 55447
w:\street files�vy place\3508\escrow refund memo 2012-00127.doc
. , , . , r�.v�
. 3-��?
Christine Mattson
From: PillarHomes [info@pillarhomes.com]
Sent: Wednesday, October 17, 2012 8:13 AM
To: Christine Mattson
Subject: RE: 3508 Ivy Place Escrow/ Bldg Permit#2012-00127
Would you cut it back to Pillar Homes please.
Thanks
Bonnie Planting
Office Manager
Pillar Homes
1700 Niagara Lane North
Plymouth, MN 55447
763-475-1700
Fax 763-476-1700
BL# BC213765
Winner of Best Website—WWW.PILLARHOMES.COM
Member Builders Association of Twin Cities
Former President of BATC 2008,
Former Tres&Vice President of BATC 2006& 2007
BAM Member and Board Member
NAHB Executive Board Member
12 Consecutive years on Twin Cities Luxury Home Tour
Parade of Homes/Dream Home 2012
We have Built over 300 homes/24 in Wayzata alone!
Some of the Awards won over the past 17 years are:
Pillars Homes' Imagination Renovation won a Remodeler of Merit (ROMA)Award
Reggie Award
Peoples Choice Award
Trillium Awards
Luxury Home Tour WOW Factor Award
From: Christine Mattson [mailto:CMattsonCa�ci.orono.mn.us]
Sent: Tuesday, October 16, 2012 3:48 PM
To: 'info@piltarhomes.com'
Cc: Melanie Curtis
Subject: 3508 Ivy Place Escrow/ Bldg Permit #2012-00127
Hi Bonnie,
i
Melanie forwarded your escrow request to me. Our policy is to refund the escrow to the property owner, but, in
reading your email below, it appears Pillar Homes paid the escrow. When you have time will you clarify for
me?
�
Thanks!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelly Parkway i Orono ; MN ; 55356 (physical addressJ
PO Box 66 Crystal Bay ' MN ' S5323-0066 (mailing addressJ
� 952.249.4620 : 8 952.249.4616
� cmattson@ci.orono.mn.us � www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Monday, November 12, 2012
From: PillarHomes [mailto:info@pillarhomes.com]
Sent: Monday, October 08, 2012 11:03 AM
To: Melanie Curtis
Subject: 3508 Ivy Place Erosion Escrow
Hi Melanie,
We have money currently in escrow for the erosion at 3508 Ivy Place. This is all complete and looks great. How do I go
about getting the escrow released?
Thanks
Bonnie Planting
Office Manager
Pillar Homes
1700 Niagara Lane North
Plymouth, MN 55447
763-475-1700
Fax 763-476-1700
BL# BC213765
Winner of Best Website—WWW.PILLARHOMES.COM
Member Builders Association of Twin Cities
Former President of BATC 2008,
Former Tres&Vice President of BATC 2006& 2007
BAM Member and Board Member
NAHB Executive Board Member
2
12 Consecutive years on Twin Cities Luxury Home Tour a�`���-
�•, �`'���?��"�l�r��i
Parade of Homes/Dream Home 2012 �;;�
.�
We have Built over 300 homes/24 in Wayzata alone!
Some of the Awards won over the past 17 years are:
Pillars Homes' Imagination Renovation won a Remodeler of Merit (ROMA) Award
Reggie Award
Peoples Choice Award
Trillium Awards
Luxury Home Tour WOW Factor Award
3
. ��� �
Christine Mattson
From: David P. Martini
Sent: Monday, November 05, 2012 10:22 AM
To: Christine Mattson
Subject: RE: Unbilled WIP
Christine,
I was unable to find time associated with 3585 Frederick Street, 2400 Fox Street, or 3508 Ivy Piace. Did we give you
review letters for those projects?
The time associated with 420 Deborah Drive totals$1,030.
Let me know if you have questions.
Thanks.
David P. Martini, P.E.
Bolton & Menk, Inc.
P: (952) 448-8838 ext. 2458
M: (612) 756-4315
email: davidma(a�bolton-menk.com
From: Christine Mattson [mailto:CMattsonC�ci.orono.mn.us]
Sent: Friday, November 02, 2012 10:37 AM
To: 'Sherry Charboneau'; David Martini
Subject: Unbilled WIP
Hi Sherry & Dave:
Any unbilled WIP for:
Variance application #12-3576 3585 Frederick Street John & Sherry Gorman
Building Permit#2009-00803 2400 Fox Street Julie Lindbloom
Building Permit#2012-00127 3508 Ivy Place Pillar Homes / Richter
Pool Permit#2012-00878 420 Deborah Drive Rachaelle Brady
Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelly Parkway Orono MN 55356 (physica/addressJ
PO Box 66 Crystal Bay MN 55323-0066 (mailing address)
`� 952.249.4620 0 952.249.4616
�' cmattson@ci.orono.mn.us �'� www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Monday, November 12, 2012
1
Christine Mattson
From: Sherry Charboneau [SCharboneau@ck-law.com]
Sent: Friday, November 02, 2012 1:29 PM _ "�-�..��
To: Christine Mattson �``�...,,1�`
Subject: RE: Unbilled WIP �.
Christine:
No unbilled WIP for Campbell Knutson on any of the matters listed below.
Have a good weekend.
Sherry
Sherry L. Charboneau
Legal Assistant
CAMPBELL KNUTSON P.A.
1380 Corporate Center Curve•Suite 317• Eagan,MN 55121
`�° (651)234-6230. Fax: (651)452-5550
�scharboneauC�ck-law.com.www.ck-law.com
From: Christine Mattson [mailto:CMattson@ci.orono.mn.us]
Sent: Friday, November 02, 2012 10:37 AM
To: Sherry Charboneau; David P. Martini
Subject: Unbilled WIP
Hi Sherry & Dave:
Any unbilled WIP for:
Variance application #12-3576 3585 Frederick Street John 8 Sherry Gorman
Building Permit#2009-00803 2400 Fox Street Julie Lindbloom
Building Permit#2012-00127 3508 Ivy Place Pillar Homes / Richter
Pool Permit#2012-00878 420 Deborah Drive Rachaelle Brady
Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelly Parkway Orono MN 55356 (physical addressJ
PO Box 66 Crystal Bay MN ; 55323-0066 (mailing address)
`� 952.249.4620 n 952.249.4616
�' cmattson@ci.orono.mn.us �2, www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Monday, November 12, 2012
1
� ' . r
BUILDING PERMIT ESCROW AGREEMENT-APPLICATION #2012-00127
DEMOLITION PERMIT ESCROW AGREEMENT-APPLICATION #2012-00126 M1?� ��+R � .
LAND USE APPLICATION ESCROW AGREEMENT-APPLICATION #12-3541 .����
AGREEMENT made this �I day of �C/�d 20 �7! by and between the
CITY OF ORONO, a Minnesota municipal corporation ("City") and Robb &Tina Richter("Owner").
Recitals
1. Owners have filed Zoning Application #12-3541, demolition permit #2012-00126 and building
permit #2012-00127 formally requesting the City to review plans for variances, demolition and new construction
located at 3508 Ivy Place the "Subject Property") legally described as, Lot 183 and the southeasterly half of Lot
182 Taylors Subdivision of Spring Park Lots, Hennepin County, Minnesota.
2. Owners request the City to review said plans which requires City approval including engineering
and legal reviews.
3. The City is willing to commence its review of the application and incur costs associated with said
review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs.
NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow
Agreement, the Owner shall deposit $2,500 with the City. All accrued interest, if any, shall be paid to the City to
reimburse the City for its cost in administering the escrow account.
2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City
for all out-of-pocket costs the City has incurred (including planning, engineering, or legal consultant review) or will
incur in meeting with the Owner, reviewing the plans, and preparing agenda packet material for City Council
review of application #12-3541, demolition permit #2012-00126 and building permit #2012-00127. Eligible
expenses shall be consistent with expenses the Owner would be responsible for under a zoning and subdivision
application.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn
send a bill to the Owner. Owner shall be responsible for payment to the City within 30 days of the Owner's receipt
of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owner does not make
payment to the City within the timeframe outlined in #3 above, the City may draw from the escrow account without
further approval of the Owner to reimburse the City for eligible expenses the City has incurred. The City shall
notify the Owner of such draw and the nature of the expense for which the reimbursement is being made. If the
Escrow amount falls below 75% of the original escrow amount the Owner shall deposit additional sums as
directed by the City, or the City shall discontinue all review.
5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the
Owner when the review has been completed.
6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owner, or if the eligible expenses
incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the
subject property pursuant to Minn. Stat. §§415.01 and 366.012.
� _ ,.
CITY OF O ...-- OWN�R: . _. :._..:,:
- ' '�,._ _.
By: By:
Its ^ � Prin#ed Name: !���3�-r )2 �c i�-
DocuSign Envelope ID:A83A838E-23F4�q826-ACEF-7B7DF743A3FD
� ��
k ., � ;���`��'"`*
r?�'�,
Fi.l�/i;�'tiQN;P�Rt�1A�.AG�t£�M�K7
>'�itt��'�,,,�,�,,.Y, :�' .,�.�....�
� .�t�"a.E��]Vt�N:!`.h'�aEfathl�� tray�.tif.....,��:rt.,ti-�.,�.,�. �...� .by^ �and }�et�!e.�rt the �17Y' �3�
L?RQ{�If�'.�t�fi�►t�sata�v►ruit��!e c�tlnn�("�1(�'��
ta��r�ecttsn-- o;,��"J'��. �
�. �
''f, .A��IIc�.t has:� zo+�ing,�pptica�n�# I�. �v ( '
r�vl�� te�is�rnr � � . -�.��s�,.�.....�f�CCna(ty.��qu�tkilg ttle �t�y td. I
}t�ted et �
dh�B"�Ub'4�tit Prq ,R . i
1 �I�Y'��mar�s fu . �ovm antf desctif�et un�'x�ribif��'�d�tach�d�`'r�+e�s�. !
�• r�p�t[Catnt�8c�ue� ttie C�tyy ft�rc�vievs�seiti t , .
� � Fxfans�nl�s�r���cir�s CtEp�ppror�i�r����sii,g,�� .
` • ;
3. 7h�Git�Is witiin� p'�camman��its ravr�sr��fi the���ir�;:�rti,-�rrd ir�t cr�t�a�+�a�;,d w►f�s�ia
r�vvisi�onty��t���,pG��nf�stabt ��;an�s�tcs$nsur�reim��rsem�nt fo Ftts t �
t Gtti!csi`its c:as.�, I
NO1lVTFE���tS:�C�y�"fH��f��' �
, � �1��C3LL.�'ti�i.�; I
� �
'F. �i�F�()��'�' S�F � t�� �!.��#4��. �."Ul"!tC#rl'1�C11�l`l�nttsty 1'��lti� tkta '�X9Gitt[iDl`•� Lrt` t�$ ��'��v i i
F��lec�mar�tF ti�A�+�iican4 sh�it tt c�sst�,.,���,,�Eih t3�e�11�: A� ac�!t�M� I�rt�r�st� :f ariv, s,l�c�l;�� I �
the�ityS�r�aintbur�e 3fi�a�C;3�1.for lE .r�si iri a4�r�s's� s;es-irsc�#tie•�caw acCt�.rnt PafE�i t0 ,
I
��` . � ;
Z. ��F?�1��'��� .W +�'�r�LCL?(.fS&G1�'tri8�G�{}W'I5i j�.!(�IJ�($il�$.F$!f3'tI�3EIC5�l7Y£Tft fO{}tB wity � I
Par ait�ist�q��r c,�s�s��I#y ` tf,iwneti(ii�cii,cirrig�I�nnlnm;�n�ir�f�er�fr3�, or te.�d+c�r��uitant r�vi�w��r wltt �
ii��,�{ ►r� mea;in�v�itli.�tt�t��ptic�. : �e�vi�wi�g�i�p plaris, �sci.prap�Firrg e�izda�,�G1c�;r cn�z�i-a3 iar�I��r Coran��l � i
ravi�ev�Q��ppl��tf�,��Y�� „ . �,ti�i�l� t�x�tensPs .s��tl �e �si�:��`ti Wilfk �.rr�;�:s�;s fha
�+iiG�[st wcr.��d tke.res�7pt7�ibf��.' u tl�r-��pniryg�txi guisdiviSfotti r�yj�l�afi�i� � ,
. �
3. t�lt�A}'C�tLY-�IL,L L�,. �4s�i Gjt�,,rec�i����,n��,�t�tit�ttF�i�r incurr�c���i�. th�C�N 4v�i ir�.turn
. s�r�t� � bi�� ia tt�� Apptica€�t. A i-� i'si��i! E� 'r� Qnsif�le�far �r �
�PP.I�`s r���ipt af pilt. �n � 4�Y�ent tc� t:"�� �i�u �kiz'rrt 3f! s�sv�s �f i�;�
x R
! ( �
�, �7F�B�tlaS��A�t�. �11�ESCRt�W ACGt�t�`f. in#�,•�v�r�i'�t��th�A�tpti�snF dees n�i rnak� f
G���t tc� the e.E€y x�itl7ir�ihe tim, i�rc:�a�tlin�iti#�ab�v�.tt�Cit+yrn��lraw fr�u�tt�:�:,�tyw�cr�unf�ritha�ut I I
fu+tha�a�p�Zr4vaf af�;��t,�ic�ctt r.��rrib�rsa�h����p�,��i{�te�x�:�s tM��dty��~,�s+ncuere�f, l'+,,e Ctty���
natif;�f3ie Appli+Y�r.if �P'�uch dr�rt� n}��2�i��ut��if�i��x��tae fc�r�rrh't�h.�#h�r�tmbrst^eu�irr�eni !s-being r�,�►ctq, ff I
the �s�rc�w amr��}�?E f�Il�t�ia�v.7S c:�, tri�r,t1 ii�al�s�r�vr acriaunt tk��Aa �
f � I
t�irai;tc3d b}�#x�CifV���r#�e_t;l�y„. tf�is4c�t►tlP�u�mld rr�vie�w, ��•"�t st�fl der�asit ad+ditior,a(sJr�s�s
�*. �LQ�lfiiLY ���.�.,�Z ` I
'1'tt�s 8aia�ncs on. ci�tx?sit �n tt� �ascr.cr,V. �'.�rty, sn�lt be r�iurr�d to.t��
---- ��11t;�nt��.��n�'�ta�ria�'iew�h�s t�. �qm.t?i�i�.
� �ER?'�' LtRfiP�,� �d;WARGES, li ins pr�y��,ct ��. ��r�n�� +aY A��i��art, r�r �f �i�e �i�ible
��pet�se:s inpurr.es!•�ay tl� ���� �}•t��� em�►�r�� in �s�rot�r, t�� ;;t� I
b�I�r�tt 'h�s�b'��; c� y sllalt {'�ve Fh� i�tgk�t tv c�ity the �ar��ld I I
. J r'�' 1�!�}�u c�ani•trs�tinr�,5i�. g;§�.'"fS.Ei�_����,',��r.��q�.
r _ i
_.. �
,�i�: � � i ru �
,' � p �rL,ZZ:i�� .
��: � � '
--�--.-...�.. ��:� .�....�.�.._..._.�...�..�......._. ;
,t�: , ' ;
' �_ ` . jt�:
;
� ` � ;
r
' ` '��'._ K C�Wr.rear,, . � ;
. ;
� . � a.,-�.- ;
OacuSig�d by. , � /i/� � '�
p'a.wa�so'N�i�ow 12/21/2011 ���� ��)�� . � � vi�- �
. `�,
66831E78E3884A7... '[ L�'Gl�"' �I''1�'�'�rT'e �
� � ' ' CITY OF ORONO PERMIT NO.: 2011-01552
' ' 2750 KELLEY PARKWAY
ORONO, MN 55356- DATE ISSUED: 12/15/2011
952 249-4600 FAX: 952 249-4616
ADDRESS : 3508 NY PL
PIN : 20-117-23-42-0024
LEGAL DESC : TAYLORS SUBD OF SPRING PARK LO
: LOT 183 BLOCK 000
PERMIT TYPE : ESCROW FEE-APPLICANT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-APPLICANT
NOTE: THIS$2500 ESCROW IS TIED TO ZONING AI'PLICATION#12-3541
APPLICANT
WILSON, STEPHEN
ESCROW FEE-APPLICANT 2,500.00
3510 IVY PL TOTAL 2,500.00
WAYZATA, MN 55391
OWNER
WILSON, STEPHEN
3510IVY PL
WAYZATA, MN 55391
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 be compied with whether or not specified hereia This permit will
expire and become null and void if construction authorized is not
commenced wiUiin 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at airy time afrer work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with[he S[ate Building Code.This permit may be
revoked at any time for due cause.
/ /
/ /
Appl�cant Permitee Signature Date Issued By S�gnature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
' � . �opy of Application Sent,to:
E�lgineer on County on
��DNR on MCWD on
��"�k�
. ,
LMCD on '
Date Property Owners Notified:
Date Legal Notice Published:
PC Meeting(s):
Vote:
Vote:
Vote:
Notice of PC Action:
City Council Meeting(s):
Vote:
Vote:
Vote:
Notice of Council Action:
Resolution:
Cit of Orono Ci_t_y of Drono
Z���y�y 275� Kelley Parkiwy
452-249-4600 Ororro MI 5�5356 952-249-4600
� Receipt No: 3.006188 Dec f4: 2011 ` Aeceipt Mb: 3.00fi187 Dec 14, 2011
12-3541 / 35t)8 Ivy Lane 12-3541 / 35Q8 Ivy lane
Planning and Zonie�g Planning and loning
1P-3541 / 3509 Ivy Lane 700.00 iC-3541 / 3508 Ivy Lane �,50{l.00
101-34230 101-22Z45
Filing feee-electio�s/plats Deferred Rev-Developer Deposit
Total: 7�•� Total: 2��•�
700.00 Check
�k No: 34803 Check No: 348G4 2,500.00
pa �: Payor:
12y3541 / 3508 Ivy Lane 700.00 12-3541 / 3508 Ivy Lar�e
Total Applied: Total Apptied: 2,544•QO
Change Tendered: _- '� Change Ter�dered: .00
12/14J2411 12:20PM 12l14/PO11 12:1�1
!►� R�rmitlh�'orks �, � �
F�fe Trar�sacE�an rr�1aintain f�eprarEs
----i--
� Geoaa�e PrQpert}r Record � o (,' � :� �.?_�
_ ___ _ _ _ _ ___ _ _ _ _ __ _ __ __ __,_
y�`'. b�ermit �� �., � � �
�
� �� _� _ '__ _ �� _ � __ I PE�. � CI ~ �;� � �-♦ -
Pertm�t#: _ �.,, °��ri :� �rl��frF,�,� �
2a12-0�4127 -- �
-- -
-
_ - _ �
Perrnit AddEesa: 35aB Iwy PI _ - C* E�d��in �'I�J �,�_IrlrPs�
� �' :�Ci�:litin�Y•�( `=f?=! ,='�;i.li:ll��;ti � � -
�en�r�!� Fees �nspectia►rts C�'} � Nvtes � ,4p�6ec�n#�etail� CQ D�tai6� ,
Seq InspectivnTyrpe Inspect�r Date Status H Fee Rec
► 0� ` � � � �� � �
�2 _ FoQting . __ �V4'GIB 2lz9�'2D1Z ;P 'Y 0_ _
� ,
, �
;Fou�ndation Suwrarey tv�GUR �i1af2012 �P 'Y U �
[�� _ .._ _ �. _.._.__._ _w_.__I__� _..__m�___ �
� 4 �Pvu�red�lV'all ;V4'GIB 2lZ9J'2[712 P 0 ' �
�
! _ __._ . i �
_. .._. _ .
_ `
. 5 iFraming !VWGIB 51z3J'2012 P Y 0 � � ���° �'
� --- _ i
_ -- �
. G I Ins�lation ;LOhr�1 5�'2�U'Z012 P _� �0 '
_ .. -i
� 7 As-Built Sttrvey I'�1�GUft Si2412a12 P {Y i0 '
_ _. --- + -, �--
--
� S ,Final jYU'GIB 81241Z012 jP IY ;0
__ . _. _ _� ,
, _ �_.__ _.,
; 9 jErosionGontrol ;L�'GIB �'2f2012 � iY 0 °
_ _ �. _. _ _ _ _ _ _ _ ___.. __ _ _ . _ ._ i --
;.�
�i i
�
i
`� � I �` s'
�I
,� ; ,. .
J4�dd M�w D�eP�te `�- ' �
— - � '"' J �
_ - __ _ ___ � �
;
�
l ��►
Checklist for Refunding Building Permit Escrows ��,��:� �,3,.�
���
Building Permit # ��Z '��(2.�
Street Address: � � �V� ��Q(Q.�
. I,�
Applicant Name: �. i� T �.-�lYlO�.. ���,Y I
� Escrow request received Date: � ' 0 ' � 2--
Permit Type:
Are all inspections completed? Yes No
If not, list what is outstanding:
Was there a Temporary Cer�ificate of Occupancy issued? Yes No Date:
Was there a Final Certificate of Occupancy issued? es No Date: D � ��' � `�'"
� As-built survey required? Yes, approved on g' L�' �Z-- NO NA
Email CK & Be+�as#�eo to see if there is any unbilled WIP. Date email sent:
$�Vvt
❑ Prepare memo for Finance Department
z:\forms�zoning standard forms\checklist for refunding building permit escrows.doc
Last Updated: 10-31-2011