HomeMy WebLinkAbout2011-00100 - new structure CITY OF ORONO PERMIT NO.: 2011-00100
2750 KELLEY PARKWAY
ORONO, MN 55356- �ATE �ssuEv: 03/10/2011
952 249-4600 FAX: 952 249-4616
ADDRESS : 120 CREEK RIDGE PASS
PIN : 03-117-23-12-0014
LEGAL DESC : CREEKSIDE IN ORONO
: LOT 003 BLOCK 001
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYNE : SINGLE FAMILY
ACTIVITY : ]O1-SINGLE FAMILY HOUSES, DETACHED
VALUATION : $ 385,000.00
NOTE: SEP6RA'I�E PERMI'I�S REQUIRED: PLUMI3WG. MECI IAN[CAL. FIREPLACE,WATER CONNL;C"CION, SI?WER CONNGCTION,
I,AWN IRRIG.�"I�ION, ELEC'1'RICAL(S"I'A'fE)
ADV PLAN RGVIEW' PGRMII'2011-00099 $1798.39 ND 2/15/11
NOTE: 13G AWARE, 1N"I'l1E EVGN"I'WFATHER OR OTI]ER CONDITIONS PRGVEN"I'"I'HG COMPLF."CION OF AN AS-BUIL"1'SURVEY AT
�ff IE TIMI-;�Il lE CER"I�IPICATE OF OCCUPANCY IS REQUFSTGD.A TEMPORARY CERTIFICA"I�E OF OCCUPANCY MAY [3L ISSUED
� UPON RGC�J�T OF i1�10.000 ESCROW TO CNSURE COMPLf;'I'[ON OF THE AS-C3UILT SURVGY nND ALL SI'fh' IMPROVf3MENTS.
INI"I�IAI,: �lL--
f
APPLICANT PERMIT FEE SCHEDULE 2,766.75
� RICHARD J. ELSEN CONSTRUCTION INC. STATE SURCHARGE(VALUATION) 192.50
1 1317 TOLEDO AVE. N.
CHAMPLIN, MN 55316- S.A.C. 2,2�0.00
, (612)759-2826 TOTAL 5,189.25
� Minnesota State License#: 4510
OWNER
GUSTAFSON, M[CHAEL R SUSAN
1000 SHELARD PKWY #300
MINNEAPOLIS, MN 55426-
AGREEMENT AND SWORN STATEMENT
The���ork for H°hich this permit is issucd shall be perfonncd according ro
the approved plans and specifications_applicable City approvals,and the
State 13uilding Code. �I�his permit is for only the work described and does
not grant permission for additional or related work H�hich requires separate
"� permits. All provisions of laws and ordinances governine this type of work
�'.� shall be compied with whether or not speciticd hercin."I�his permit will
� expire and become null and void if construction authorized is not
cummenced within 180 da��s of the date of issuance.or if construction is
� suspended for a period of 180 days at an}�time after�vork has commenced.
I'he applicant is re�ponsible for assuring all required inspections are
� requested in conforu�ance wiJls�t�c State Building Code.This permit ma��bc
rcvokcd_ai an���ie Cor���is�.��
„ 1:-"�_ _
' � �i�, �u /D� l
I `��� i i
, Applicant Permitee Signature Date Is, d 6y Signature Datc
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
n�` V
ti�' City of Orono
Building Permit Application �j � ��� �
for New Structures or Additions
/�� Mailing Address: Permit number: Q/ —�D/OD
y_O PO Box 66
�0 k Q Crystal Bay, MN 55323-0066 Date received: Z / l (
�� Received b
�� �`�'_ f`4-��" s, StreetAddress:' Y�
� ,.,.��-
�'� ' p�:tl�'� �� 2750 Kelley Parkway Plan review fee: O���/—��
t �� �"�' � Orono, MN 55356 � �g� 3 q � /�!
`�kEsxo�'
`- Total Fee: �
Main: 952-249-4600 Fax: g52-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: ' ' ���� ��,,,D �
Will this be a Parade of Homes, Remodelers Showcase ome or other Display Home? ❑ Yes ❑ No
If yes, a special event permit is required with Police Department and City Council approva160 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLIC T I FO ATION:
Name: ���� `J C��-�-�¢�-�-. �/ 2;>> �
State License# y,�—jv Expiration Date: 3- �o .��/.-2
Phone: /�Z _ -��� office ,,z r �S�- � cell
Mailing Address: � � Cit : .�„ ZIP: a —
Contact Person: �s>� Applicant is: �'"Contractor / Homeowner (Circle One)
Email and/or Fax: �,�.;�— �,y� r�� �_ ���� � � �-��
PROPERTY OWNER INF MqTION:
Name: - %,t .-r�
Phone (day): �i� - -
Address: ��i��; .— CityG r..r:.-.���c � ZIP: j ��3
Email and/or Fax
ARCHITECT/ ENGINEER aNFORMATION: _,
Name: %
:G,-.Z.
Phone (day): � -� -
Address: o � Cit : c� � ZIP: _�`��
Email and/or Fax:
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
❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage �Public Water
"'Any earth movement may 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) $ ���p -
Last Updated: 9/29/2009
- 17 -
STRUCTURE INFORMATION:
1.Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction
a. Length (ft.}= �y , � Number of bedrooms=� Wood/Frame
❑ Masonry
b.Width (ft.)= � Number of garage stalls: ❑ Metal
Attached =�= ❑ Pole Bldg.
Areas in square feet Detached = ❑ ICF
❑ On-site Prefab
c. Basement= �� ❑ Off-site Prefab
d. 15'Story = ��� ❑ Other(please specify):
e. 2"d StOry= �S s7�
f. '/z Story =
g. Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
N ot
Enclosed Applicable
❑ 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
❑ 'f� 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 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;
• 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.
� � ^ -
/���------___ �
P,pplicanYs Signature: �.� Date: ,� - /S %/
�
Last Updated: 9/29/20�9
- 18 -
Plan Review Checkiist for New Structures / Additions
Address/ PID! Legal: � � ��`'�`-�����~ ��
Description of work: /�'�� G��/ G���
Septic review by: �— � Date Approved:
Zoning review by: Date Approved: �f��� �
Building review by: � � �� Date Approved: � � � " � ��
Grading review by: �� ������ Date Approved: �— ��"r�
Zoning File#: Resolution#: Resolution Date:
Zonin District Fire De artment Post Office School District
Zoning: Lot Area: � ��� S AC �.�f Width: Depth:
Survey Submitted: �1'es 0 No Date of Survey: �" �� � !�
Pro osed Setbacks:
z
r t(Lake) e�(Street) { N S W ) ( N S E W ) pther Buildings Wetland
Side Side
��° �'�``j �-'�- ���
� Building Defined Height: � a� � Building Peak Height: ��° � � #of Stories Ok . YES
�;,
�� FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
a� � START WITH the distance between the basement floor/crawl START the distance between the slab and the highest
� p� , space floor and the highest roof peak,the top of WITH roof peak,the top of the cornice of a flat roof,
r�� 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
SUB��� 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
�r-�' 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
EQU Defined buildin hei ht
r ��� � �� o
Lot Coverage: � gF � ��o
��£' Shoreland District MCWD Permit Received Avera e Lakeshore Setback Bluff
` �, ,Yes � No ❑ N/A ,�- 0 Yes o
�Q Yes 0 No �; � Yes 0 No �N/A
�' ��� � P 'mit Number: ��%`� '
Setback:
Hardcover Zones Existin Proposeci Variance Re ired CUP Re �uired
0-75' d 0 Yes 0 Yes o
75-250' �"�, ��} = Z�. � YPe�s): Type(s):
250-500'
500-1000'
REMARKS (in-house):
Updated: 09/11/2009
z:\forms\plan review checklist.docx
Fees to be Char ed YES NO
Permit �
Plan Review �'
State Surcharge ✓
Investigation Fee
� SAC—Number of SAC Units �
�., Sewer Connection
Water Connection
Park Fee
Site Jnspection
Other(specify)
;: Misceflaneous Fees
Calculated By:
S uare Foota e $ er Square Foota e
Basement X = �
1St Floor X = �
�` 2nd Floo� X = $
Garage X = $
�
Estimated Construction Value: $ ��.�. 0�8 �
��
Orono Inspections Required Work Requiring Separate Permits Required State Permits
0 Site �Plumbing 0 Grading ! Filling � Well
� Hardcover Removal �'Mechanical 0 Fire �@f Electrical
Footing � Septic �`Water Connection
oured Wall �Fireplace �Sewer Connection
undation Survey � Masonry �Lawn Irrigation
adon Rock Bed �Mfg.
�Framing 0 Other(specify)
sulation
� As-Built Survey
Final
0 Other(specify)
REMARKS (in-house):
�
�
� Other Review: Reviewed by: Date Approved:
�
�- Access:Existing: 0 YES � NO New: 0 YES 0 NO
REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT)
�� �/�r��t�Cb�'�o�l�f-'t 0�'1 S �2�. �'•��• t��'�t�t�S' � I O f DU� �4'�'s�'g€�
�
Updated: 09/11/2009
z:\forms�plan review checklist.docx
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2335 Highway 36 W
St. Paul, MN 55113
Tel 651-636-4600
Fax 651-636-1311
www.bonestroo.com
March 7, Zo�� � Bonestroo
Melanie Curtis
Planning and Zoning Coordinator
City of Orono
Post Office Box 66
Crystal Bay, MN 55323
Re: 120 Creek Ridge Pass
File No. 000139-11000-2
File No. 2011-00100
Dear Melanie:
We have reviewed the plans for the proposed new home construction at 120 Creek Ridge Pass.
The plans are dated 2-10-11. We have the following comments with regards to engineering
matters:
• The proposed grading is consistent with the overall development plans and is acceptable
from an engineering standpoint.
• The proposed retaining walls are shown at the maximum allowable height and separation
combination. If field changes increase the height or decrease the separation,
engineering design and details must be submitted for review.
. The sewer and water services should be shown on the as-built plans upon completion of
the project.
• 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 securiry should
be required of the owner for this permit.
If you have any questions, please call me at(651) 604-4894 or send an email to
darren.amundsenCa�bonestroo.com.
Sincerely,
BONESTR00
�,___, �.__.; ---�_.�i
Darren Amundsen
Cc: Tom Kellogg
Chris Mattson
i � ' ,,�
Address: /�'� ���' .E<..r�::� �«.-, Date: ,,,� _ >_ �'
' y �
Prepared by: ,f � !�--�' �:���--
HARDCOVER C�ILCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000'
EXISTING 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. Weed control x = S.F.
weed barrier x = S.F.
of any kind 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
A f'�- + B �j' x 100 = %
PROPOSED HARDCOVER IN ZONE (including existing hardcover to be retained)
A. House Y`'/ ` x ,�"c"� _ !�`�-' S.F.
Length Width "'
,i�: x � �� _ /S:L S.F.
�:3�''t' `' x /� = 9 3 S.F.
B. Garage %�% � P� x 1/ � _ �,,Z.�-�- '� S.F.
C. Driveway ,� � x �<< � _ <,=. t'�� S.F.
�. � � x ° t� � _ �G,c.> S.F.
D. Sidewalk �= � x .S� _ , '/S� S.F.
x = S.F.
E. Patio/Deck i�' �� � x ,r5� l � _ ' y3• 73� S.F.
i 3 ' x f = .��1 S.F.
F. Weed control x = S.F.
weed barrier x = S.F.
of any kind x = S.F.
G. Retaining Walls t� C? x � _ ,%rz.� S.F.
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - —'��� —s S.F. A
TOTAL PROPERTY AREA IN ZONE - >/, ��L�' S.F. B
q = B x100 = �.'t, f� 7 %
Last Updated: 12/10/2010
- 13 -
Melanie Curtis
From: Melanie Curtis
Sent: Friday, February 18, 2011 9:48 AM
To: 'rjecontr@aol.com'
Subject: 120 Creek Ridge Pass - Permit 2011-00100
Attachments: Escrow Agreement- Building Permit 2011-00100.pdf
Rick
Lyle Oman said you called today asking for a timing update for your permit at 120 Creek Ridge Pass today. Our typical
(quick) turn-around time is 14 business days. Please note that this timing is conditioned upon no hitches.
I noticed that you have not included full sized copies of the survey. Please submit 3 full sized copies of the proposed
survey. Also, I have attached an escrow agreement form. Please have the property owner(s) complete and sign the
form and return it to me with a check for $2,500 escrow. This must be received before the permit can be issued.
Give me a call with any questions.
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: mcurtisaC�.ci.orono.mn.us
Website: www.ci.orono.mn.us
1
Hennepin County Property Map Print Page 1 of 1
Hennepin County Property Map - Tax Year: 2011
The data containetl on this page is tlerived from a compilation of records and maps and may contain discrepancies that can only be disclosed by an ac�urate survey performed by a licensed
lantl surveyor.The perimeter and area(square footage and acres)are approzima[es and may contain discrepancies.The information on this page should be used for reference purposes only.
Hennepin County does not guaran[ee the accuracy of material herein conta+ned and Is not responsible for any misuse or misrepresentatlon of this information or its derivatives.
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Selected Parcel Data Date Printed: 3/8/2011 1:37:53 PM
Parcel ID: 03-117-23-12-0014 Current Parcel Date: 3/3/2011
Owner Name: M L GUSTAFSON/5 M GUSTAFSON
Parcel Address: 120 CREEK RIDGE PASS,ORONO, MN 55356
Property Type:VACANT LAND-RES Sale PriCe: $280,000.00
Homestead: NON-HOMESTEAD Sale Date: 11/2009
Area (sqft): 30991 Sale Code:VACANT LAND
Area (acres): OJ1
A-T-B:TORRENS
Market Total: $275,000.00
Tax Total: $4,813.20
http://gis.co.hennepin.mn.us/HCPropertyMap/Locator.aspx 3/8/2011
New Construction Energy Code Compliance Certificate
Per N I IOL8 Buwlding Cenificaie.A bwlding certi�cate sh211 be posted in a perrmoienik cisible locatfon fnside�he bwldiog. The Date Certifitate Poated
ceriif cate shall be completed by[he builder and shall list inibrma[ion and values ol componen�s 6sted in Table NI IIILR.
Mailing Address of ihe Dwelling or Dw�N6ng Unit C�ry,
�� �l ��
� : - r
� C�.- �,z .`�i� C-�.ur�-e
Name of Residentiel Cont`artor ' MN Licenx Number
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�Lt.� � i� ���/ _ � i-��}' ' —" �""'.___
✓ �^-C / L ✓-a��-� L_-C'Z�✓i"�'"'�,�,t.��<� �U
THERMALENVELOPE RADON SYSTEM
Type:Check All That Apply Passive(No F'an)
0
c
� �
r'' Acti ve(With jan and monometer or
F °J �'
� >, other svstem monitoring device)
�a c`�i � _ �o 0
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� ¢ CO 0.l N G .� ? �,
Insulation Location � o z `� `� ° i w x o
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t° � c a��i° a�`�° � O a� -o -d
o ^ o � � o o � �en �eo
F' z �'- r-'- u- u- � cG ce Other Please Describe Here
Below Entire Slab
Foundation Wall
Type in location�.intenor eMenor or integral
Perimeter of Slab on Grade
Rim Joist(Foundation)
Type in location:interior eMenor or integral
Rim Joist(1"Floor+)
Type in location:intenor exterior or integral
Wall
Ceiling,flat
Ceiling,vaulted
Bay W indows or cantilevered areas
Boous room over garage
Describe other insulated areas
Windows 8�Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(exclr�des skylights ond one door)U: Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): ' R-value �� '�
MECHANICAL SYSTEMS Make-upAir sete�raType
ApplianCeS Heating System Domestic Water Heater Cooling System % Not required per mech.code
Fuel Type '�^�� �� � � Passive
Manufacturer �� ���j i�
Powercd
Model �5/�/j�U y "C,�
/� Intedocked with exhaust device.
�� ��J f:� Descnbe:
Input in Capaciry in Output in (hher,desciibe:
Rating or Size BTUS: !�o,_ , Gallons: j'��% Tons: —'S�
`, �
Heat Loss V� Heat Gain: I.ocation of duct or system:
Structure's Calculated �s� �
AF'UE or SEER:
HSPF% '�,
� �
Efficienc ��f Calculared
cooling load: �-i�/--' Cfm'S
"round duct OR
Mechanical Ventilation System "metal duct
Descnbe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air CombuStion Air Sefect a Type
source heat pump with gas back-up fumace): Not reyuired per mech code
Sefect Type
Passive
eat Recover Ventilator(HRV) Capaciry in efms: Low: J�%�j High: ' fa Other,descnbe:
Energy Recover Ventilator(ERV)Capacity in cfrns: Low: High: Location of duct or system:
Continuous exhausting fan(s)ratcd capacity in cfms: -^^'�' 7
,<,r-� �.��-�-
Location of fan(s),describe: Cfm's
Capacity continuous ventilation rate in cfms � "round duct OR
Total ventilation(intermittent+continuous)rate in cfms- "metal duct
Created by BAM version 052009
2011 MASTE � � RAWING
S
SCOPE OF WORK:
THESE CAST-IN-PLACE (C.I.P.)CONCRETE FOUNDATION WALL MASTER DRAWINGS ARE PREPARED AND
CERTIFIED BY ULTEIG ENGINEERS IN COMPLIANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL
RESIDENTIAL CODE(IRC),AS WELL AS THOSE OF THE MINNESOTA AND WISCONSIN STATE BUILDING CODES.
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, 2011.
DRAWING INDEX:
SCOPE, INDEX, &CERTIFICATION S1
USE GUIDELINES AND MATERIALS S2
GENERALNOTES S3
STEP FOOTING DETAIL S4
WALKOUT WALL DETAIL S5
LOOKOUT/KNEE WALL DETAIL S6
EXTERIOR LOW GRADE FOUNDATION DETAIL S7
BASEMENT WALL DETAIL S8
BASEMENT WALL VERTICAL REINFORCING TABLE S9
BRICK LEDGE DETAILS S10
F1.00R MEMBER BEARING DETAIL AND CONNECTION TABLE S11
BASEMENT WALL ANCHOR SPACING TABLE S12
NON-BEARING WA�L JOIST BLOCKING DETAIL S13
NON-BEARING WALL TRUSS BLOCKING DETAIL S14
WINDOW WELL DETAIL S15
STOOP DETAIL S16
��11111ltt�
p epa ed by Ifine oatundeplmy di�r ctf uperv s on a�d hat I `����`�S C�N 5������
am a duly Licensed Professional Engineer under the .` `�•' �' ti �i
laws of the States of Minnesota&Wisconsin. ��' TREV .��*;
Print Name: TREVOR AXNER � �� R �
� ��Q�:vMINN OLS :��
Signed: r` .7JO'• N '�tt�
Date: 01-01-11 MN Licens Number: 45470 ,�i �G���
���+S;fO• •��`��
�
WI License Number: 40353 ��i/�������i��i I I
Rev oate 2p�1 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
SCOPE,INDEX,&CERTIFICATION
CLIENT INFORMATION: =�
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. 52°,Eas`S�;2B`3oe
ROBBINSDALE MN 55422 Project Number: 10.02628 Minneapolis,MN 55421
� rei�sa-s�i-2soo
Drawing Date: 01-01-11 Fax 763-571-1168
Phone: 612-221-1470 Sheet: �ot 1 s �.�ua�9.�am
Qc COPYRIGHT ULTEIG ENGINEEFiS INC.2011
DRAWING USE GUIDELINES AND LIMITATIONS:
TNE CONTRACTOR IN THE TITLE BLOCK BELOW IS LICENSED BY ULTEIG TO USE THIS PACKET WITHIN THE LIMITATIONS NOTED FOR PROJECTS IN
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.A COPY OF THIS PACKET AND A LIST OF THE CURRENT AUTHORIZED CONTRACTORS IS AVAILABLE AT
WWW.ULTEIG.COM.
THE PACKET IS TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE
BUILDING AGENCY DURING PLAN REVIEW AND INSPECTION.
THE FOLLOWING LIMITATIONS APPLY TO THESE DRAWINGS:
1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT(CLEAR HEIGHT IS FROM TOP OF SLAB TO TOP OF CONCRETE WALL AT
SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGH�
2. OVERALL BUILDING HEIGHT NOT EXCEEDING TWO STORIES PLUS THE BASEMENT
3. OVERALL BUILDING BASEMENT WIDTH NOT EXCEEDING 60 FEET
4. STRUCTURES OF WOOD FLOOR,ROOF,AND WALL CONSTRUCTION ONLY
5. EXTERIOR GRADE SLOPING DOWNWARD AWAY FROM THE FOUNDATION WALLS
SPECIAL CONSIDERATION AND SITE SPECIFIC DESIGN IS REQUIRED FOR CONDITIONS BEYOND THESE LIMITS.
COLD WEATHER GUIDELINES:
1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX 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 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 IS OF
CONCERN. NO CONCRETE IS TO BE PLACED ON SNOW OR IN 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 WALLS WHEN THE AIR TEMPERATURE IS LESS
THAN TEN DEGfiEES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.
THESE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS ONLY. RESPONSIBILITY OF ACHIEVING ADEQUATE FINAL IN-PLACE
CONDITION IS BY THE CONTRACTOR.
MATERIALS:
CONCRETE: MIX TO BE DESIGNED AND PROPORTIONED BY THE CONCRETE SUPPLIER
F'c=3,000 PSI MIN AT 28 DAYS
STEEL: #4 BARS-Fy=40 KSI(ASTM A615)
#5 BARS&GREATER-Fy=60 KSI(ASTM A615)
SOIL BEARING: 1500 PSF MIN
EQUIVALENT REBAR TABLE
FOR BUNDLED HORIZONTAL BARS
(2)#4=(1)#6
(3)#4=(2)#5
(3)#5=(2)#6
Rev �ate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
DRAWING LIMITATIONS AND MATERIALS
CLIENT INFORMATION: � =+
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. 520,E�`R'°B`A°
Suite 308
ROBBINSDALE, MN 55422 ProectNumber: 10.02628 Minne Iis,MN55421
Drawing Date: 01-01-11 re�is3-s�i-zsoo
�
Phone: 612-221-1470 Fax 763-571-1168
Sheet: 2 of 16 www.uue�g.com
� COPYRIGHT U�TEIG ENGINEERS INC.2011
GENERALNOTES:
1. DO NOT BACKFIIL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2250 PSI. IN ADDITION,DO
NOT BACKFILL UNTIL THE BASEMENT WALLS ARE SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT BOTH THE TOP AND BOTTOM,
UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,UNLESS NOTED
OTHERWISE.
2. STRIP FOOTINGS MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS.
3. 1}�"DEEP BY 3Y"WIDE BY CONTINUOUS KEYWAYS,LOCATED ANYWHERE WITHIN THE WALL WIDTH,MAY BE USED IN LIEU OF DOWELS FOR FULL
HEIGHT AND FROST WALLS.
4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2". A MINIMUM OF 2"OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE
EACH SIDE.
5. PROVIDE CODE fiEQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS.
6. SLOPE GRADE DOWNWARD AWAY FROM THE STRUCTURE A MINIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINS 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 T01/2"FROM
THAT SHOWN.
9. REINFORCING PLACEMENT TOLERANCE IS 1/2". 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 TOIERANCES
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 WIDTH AS LONG AS A MINIMUM OF 2"OF CLEAR COVER IS PROVIDED.
11. REINFORCING MAY BE BUNDIED 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 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 MAY BE
IN EXCESS OF THESE REQUIREMENTS.TWO INCH WASHERS ARE ON�Y REQUIRED AT FULL HEIGHT FOUNDATION WALLS.
15. SILL PLATES AFiE NOT REQUIRED TO BE TFiEATED IN ACCORDANCE WITH IRC SECTION R319.1 ITEM 2 PROVIDEO GRADE IS 8"FROM WOOD
MATERIALS. ANCHOR BOLTS 112"OR LARGER IN DIAMETER 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 REQUIRED AT FULL HEIGHT 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 ENTIREIY 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.
Rev �ate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
GENERALNOTES
CLIENT INFORMATION: �
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. 52°,E�`s�ia`3oe
ROBBINSDALE, MN 55422 P�oject Number: 10.02628 Minneapolis,MN 55421
Drawin Date: 01-01-11 re��ss-s�i-zsoo
Phorle: 612-221-1470 g Fax 763-571-1168
Sheet: 3 of 16 �+.����e.=«n
C� COPYRIGHT ULTEIG ENGINEERS INC.2011
36"MIN FULL HEIGHT GARAGE FROST
—— , WALL
LOOKOUT I I .
WALL I I - - -. ,..
1 °'
w
— — — � 1 f–
� '• �:�.,.....,_:..: �
REAR FROST WALL i
� �TYP
.. 1
STEP 2 x STEP
ELEVATION
STEP SPACING REQUIREMENTS
MAX LOAD
6"MIN THICK CONCRETE 2000 PLF
FOUNDATION, SEE OTHER OR 10,000 LBS (2)#4 HORIZONTAL BARS BOTH TOP&
SHEETS FOR MORE INFO BOTTOM EXTENDED AT LEAST 24"
OPTIONAL CONTROL JOINT m
BEYOND EACH END OF STEP
AT EACH END OF STEP
I
� HORIZ. BARS Z
} TOP&BOTTOM �
�
Z SEE DETAIL A N
�
�
d. .. .
HIGH FOOTING MAY BE ----- �- -- EQ. EQ.
EXTENDED PROVIDED BARS DETAIL B
ARE PLACED AS SHOWN �1
CONCRETE STRIP FOOTING � 1
TYP • '. , •
STABLE BANK
72"MAX SPAN
DETAIL A
Rev oate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
STEP FOOTING DETAIL
CLIENT INFORMATION: • �
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. SZ°,Eas`5�;8`3oe
ROBBINSDALE, MN 55422 Pro�ect Number: 10.02628 Minnea lis,MN 55427
Drawin Date: 01-01-11 Te1763-571-2500
�
PhOne: 612-221-1470 9 Fax 763-571-1168
Sheet: 4 of 16 www.ulteig.com
� COPYRIGHT ULTEIG ENGINEERS INC.2011
1/2"0 ANCHOR BOLTS FRAMING BY OTHERS
(7"MIN EMBED)@ 72"O.C. MAX
OR EQUIVALENT METAL STRAP
ANCHORS
SILL PLATE
(MIN WIDTH TO MATCH FRAME WALL)
16"MAX. (4"THICK STEM)
24"MAX. (6"THICK STEM)
GRADE `D g SLAB-ON-GRADE
a
—- a
ii l '
�--�'�_ �I' �_�� = a a ' o
-- i -
_��, I�` _1 ,� _—I '�li_ -r--
il --
OPTIONAL STEM WALL '' � -�'il��' I I
/SLAB LEDGE a ='
MIN THICKNESS TO o �"`;-,__-! (1)#4 x CONT HORIZONTAL
MATCH SILL PLATE -- BAR AT TOP OF WALL
d '
a
v
6"MIN C.I.P.CONCRETE
,, FOUNDATION WALL
a
a
INSULATION BY OTHERS
(OPTIONAL AT GARAGES)
d
#4 x 2'-0"DOWELS
@ 72"O.C. MAX °
(5"MIN EMBED) ° UNREINFORCED CONCRETE
DOWELS ARE NOT STRIP FOOTING,SEE S8
REQUIRED IF BACKFILL
IS PLACED EQUALLY ° o
ON BOTH SIDES IN a ,
ALTERNATING LIFTS �
NOT EXCEEDING 24" ° a
Aev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
WALKOUT WALL DETAI�
CLIENT INFORMATION: �
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. SZo,Eas`s��aaoe
ROBBINSDALE, MN 55422 Project Number: 10.02628 Minneapolis,MN 55421
Drawing Date: 01-01-1 1 rai�ss-s�i-zsoo
PhOrle: 612-221-1470 Fau 763-571-�168
Sheet: 5 of 16 www.wteig.com
OO COPYRIGHT ULTEIG ENGINEERS INC.2011
1/2"0 ANCHOR BOLTS
(7"MIN EMBED)�a 72"O.C. MAX
OR EQUIVALENT METAL STRAP
ANCHORS FRAMING&SILL PLATE
BY OTHERS
z
GRADE fO � (1)#4 x CONT HORIZONTAL
a ° BAR AT TOP OF WALL
-=i' _ , :.
- - — .c .
,_...._.; _
-," - d
-- c . '
Q.
6"MIN C.I.P. CONCRETE �, �
FOUNDATION WALL -
0
ih
9 d
d
#4 x 2'-0" DOWELS(5"MIN EMBED) a SLAB-ON-GRADE
CENTERED IN WALL
@ 48"O.C. (SAND SOIL) °
OR Qa 36"O.C. (SANDY/CLAY SOIL)
,
OR @ 24"O.C. (CLAY SOIL) �°
DOWELS MUST BE WET SET OR ' , a
DRILLED AND EPDXY GROUTED a .
1/2"0 ANCHOR BOLTS
(7"MIN EMBED)@ FRAMING BY OTHERS
72"O.C.MAX SILL PLATE
OR EQUIVALENT METAL (MIN WIDTH TO MATCH FRAME WALL)
STRAP ANCHOR
(1)#4 x CONT HORIZONTAL OPTIONAL SLAB LEDGE
BAR AT TOP OF WALL
SLAB-ON-GRADE
� e. Q
a
� a a a
w
J
� � -- I'� =i�� � �
O �i �1; --'
#4 x 4'-0"HOOKS @ 24"O.C. BENT OR
� -�.�',� _:-;:�__ ' DRILLED AND EPDXY GROUTED
co � a '_'-i-- ^�/
Y —
O ° -
O
_
GRADE O
Z #4 x CONT HORIZONTAL
- • BARS @ 24"O.C.TYP
— - °. a
=� = a 8"MIN C.I.P. CONCRETE
_____ Qd
FOUNDATION WALL
- a : OPTIONAL:
2"RIGID INSULATION ON
#4 x 2'-0"DOWELS @ ° INSIDE FACE&UNDER SLAB
72"O.C.(5"MIN EMBED)
FOR 24"MIN
e
�
° a UNREINFORCED CONCRETE
a. STRIP FOOTING,SEE SS
° a e '
a
u
Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
EXTERIOR UNBALANCED FOUNDATION DETAIL
CLIENT INFORMATION: =,
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. s2o,E�`s�ia oa
ROBBINSDALE, MN 55422 ProjectNumber: 10.02628 Minneapolis,MN55421
Drawin Date: 01-01-11 r��sa-a�i-zsoo
Phone: 612-221-1470 9 Fax 763-577-1168
Sh8@i: 70f 16 www.uneig.com
OO COPYRIGHT ULTEIG ENGINEERS INC.2011
WOOD FLOOR SYSTEM
BY OTHERS
2x6 MIN SILL PLATE FLOOR TO SILL CONNECTION
SEE S11
a
_ Z � ANCHOR BOLTS
GRADE � � � SEE S12
_ � —
—� - ��� - ° .
— _ �li (I ,� � .
-- (�i-i I � � a �.� 8" MIN C.I.P.CONCRETE
�
-��"-����— � FOUNDATION WALL
''�;-�� a .
';:-- a ~ SEE S9 FOR
! a . VERTICAL REBAR �
2
n a = U`
� U, W
CLEAR HEIGHT 8'-0"OR LESS: a w �
(2)#4 x CONT HORIZONTAL BARS J w
CLEAR HEIGHT OVER 8'-0" � �
(3)#4 x CONT HORIZONTAL BARS Y U
U
9 d Q
1y"CLEAR m
a
#4 x 2'-0"DOWELS @ a
72"O.C. MAX
(5"MIN EMBED) a ' � ; SLAB-ON-GRADE
0
• v
n a
d C
� O"� .. . --__' _
p _ __
4 a _
9 ' d .
� O
UNREINFORCED CONCRETE
STRIP FOOTING PER CODE OR BY
BUILDING DESIGNER,ALTERNATIVELY
STRIP FOOTING SIZES * USE TABLE AT LEFT
ONE-STORY TWO-STORY
STRUCTURE STRUCTURE
2000 PSF SOIL 16"WIDE x 8"THICK 20"WIDE x 8"THICK
1500 PSF SOIL 20"WIDE x 8"THICK 26"WIDE x 8"THICK
'BASED ON 25'-0" FLOOR&50'-0" ROOF SPANS
Rev oate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
BASEMENT WALL DETAIL
CLIENT INFORMATION: �
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. szo,e�cs�ie`soe
ROBBINSDALE, MN 55422 ProjectNumber: 10.02628 Minneapolis,MN55421
Drawin D3te: 01-01-11 Te1763-571-2500
PhO�e: 612-221-1470 9 Fax 763-571-1168
Sheet: 8 of 16 �.�ne+9.��
Q COPYRIGHT ULTEIG ENGINEERS INC.2011
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z z z z z z z z z z z OC � Q ¢ �
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r � �
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Q Z o = � O O O O O O O O O O O J � � N
a � � � � z z z z z z z z z z z m � � �"
� � o �
Q �
� Q ¢ Q � (n n u u
Q � � w w w w w w _ _ w w w � - -
z z z z z z � � z z z � � N �
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� � �w i� p ao ao i� p o� o� oo i� p
p U " o 0 0
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Rev Date 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
BASEMENT VERTICAL REINFORCING TABLE
CLIENT INFORMATION: �
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. 520,E�`s��ie`s e
ROBBINSDALE, MN 55422 Project Number: 10.02628 Minneapolis,MN 55421
Drawin Date: 01-01-11 Te1763-571-2500
Phone: 612-221-1470 9 Fax 763-571-1168
Sheet: 9 of 16 www.ulteig.com
OO COPYRIGHT ULTEIG ENGINEERS INC.2011
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
VENEER OR OTHERS
SLAB-ON-GRADE WOOD FLOOR
BY OTHERS SYSTEM BY VENEER OR
OTHERS SLAB-ON-GRADE
BY OTHERS
FRAMING BY
OTHERS
GRADE _ z 16"HIGH MAX GRADE _ z
`O � � x 6" THICK MIN CO �
_-- STEM -_--
- -- 16"HIGH MAX x 4"
''- a ' '- : THICK MIN STEM
FOUNDATION a o FOUNDATION WALL a d THICKNESS TO
WALL SEE S8 SEE S5 OR S6 MATCH SILL PLATE
DETAIL �a HIGH GRADE DETAIL �a LOOKOUT
SIM @ NON-BEARING SIM @ FROST WALL
FRAMING BY
OTHERS
WOOD FLOOR
SYSTEM BY VENEER OR
OTHERS SLAB-ON-GRADE
VENEER OR FRAMING BY
SLAB-ON-GRADE BY OTHERS OTHERS
BY OTHERS
SLAB-ON-GRADE
6"MIN THICK
STEM Q ___
g r::!,,
IF WALL IS -
GRADE UNREINFORCED GRADE M e 6"MIN THICK
^ PROVIDE#4 STEM
--= DOWELS @ 36"O.C. -_
a Q ' EMBEDDED 24" a .
� � INTO LOW WALL #4 DOWELS Qa
-= . 36"O.C.
FOUNDATION �a _ <. EMBEDDED 24"
WALL SEE S8 ,. FOUNDATION < a. INTO LOW WALL
1y"CLEAR WALL SEE S7 (CENTER IN
... � ;
STEM)
a
d
g a . .
DETAIL Qa LOW GRADE DETAIL Qa FROST WALLS
SIM @ NON-BEARING w/LOW GRADE
Rev �ate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
BRICK LEDGE DETAILS
CLIENT INFORMATION: =�
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. sZo,E�`s�aa3o"s
ROBBINSDALE MN 55422 ProjectNumber: 10.02628 Minneapolis,MN55421
r Tel�63-571-2500
Drawing Date: 01-01-11 Fax763-571-1168
Phone: 612-221-1470 Sheet: looft6 O www.ulteig.com
0 COPYRIGHT ULTEIG ENGINEERS INC.2011
FLOOR SYSTEM TYPE, SIZE, &
SPACING BY OTHERS
Yz"0 ANCHOR BOLT(7"MIN EMBED)
w/NUT&Y"THICK x 2"PJ
OR SQUARE WASHER
OR METAL STRAP ANCHOR FLOOR TO SILL
SEE S12 FOR SPACING CONNECTION AT
EACH MEMBER
RIM BOARD OR BRACING SEE TABLE BELOW
BY OTHERS
2 x 6 MIN SILL PLATE WASHER TO BE COUNTERSUNK
'. , a °. FLUSH w/TOP OF SILL
Z � d
� � ° FOUNDATION WALL
a
GRADE ° SEE S8
a
. _ ' . '�� �� 0°. ' . �.
. .._-_�. .--: �. : '. � 'a d
___� _......_.� I ��, ... � .
._ '—.__. I . .._._; i ! ° . ' .�.
TRUSS / JOIST CONNECTION FOR FULL HEIGHT WALLS****
CLEAR HEIGHT MEMBER BACKFILL TYPE
(SEE S8) SPACING SAND SANDY CLAY CLAY
(30 PSF/FT) (45 PSF/FT) (60 PSF/FT)
16" A A B
8'-0" 19.2" A A B
24" A B C
16" A B C
9'-0" 19.2" A B D
24" A C D
16" A C D
10'-0" 19.2" A C D
24" B D D
CONNECTION A (3)0.131"0 x 3"TOP/TOE NAILS AT EACH MEMBER
CONNECTION B (3)0.148"0 x 3"TOPlTOE NAILS AT EACH MEMBER
CONNECTION C SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER OR CONNECTION D AT EVERY OTHER MEMBER
CONNECTION D SIMPSON FWANZ*OR SIMPSON U2.y OR SIMPSON U2.37/4 OR USP LJQ"
OR(2) SIMPSON A35's"'/(2) USP MPA1's"'AT EACH MEMBER
` FWANZ MUST BE USED WITH MINIMUM 1y"OSB RIM AND LOCATED WITHIN 5"OF EACH MEMBER. WITH FLOOR TRUSSES,
FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE PROVIDED.
" LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH.
"' MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF (2)SIMPSON A35's/(2) USP MPA1's.
""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.
Rev oate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
FLOOR BEARING DETAIL&CONNECTION TABLE
CLIENT INFORMATION: � =�
DPM MASONRY, INC. City: State: 2ip:
5201 East River Rtl
4544 PERRY AVENUE N, s��casoe
ROBBINSDALE, MN 55422 ProjectNumber: " 10.02628 Minneapolis,MN55421
Drawing Date: 01-01-11 renss-s��-2soo
Phone: 612-221-1470 Fa=�sa-s>>->>sa
Sheet: 11 of 16 11 �..�n�.�«n
�O COPYRIGHT ULTEIG ENGINEERS INC.2011
Y"f� ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING
FOR FULL HEIGHT WALLS *
ALTERNATIVE TO TABLE R404.1 (2)
CLEAR BACKFILL BACKFILL TYPE
HEIGHT HEIGHT
(SEE SS) (SEE SS) SAND SANDY CLAY CLAY
(30 PSF/FT) (45 PSF/FT) (60 PSF/FT)
7'-6" 72" 72" 48"
8'-0" 7'-0" 72" 72" 6p"
6'-0"OR LESS 72" 72" 72"
8'-6" 72" 48" 36"
9'-0" 8�_�,. 72,, r 60„ 36„
7'-0"OR LESS 72" 72" 72"
9'-6" 72" 36" 24"
9'-0" 72" 48" 24"
10'-0"
8'-0" 72" 72" 48"
7'-0"OR LESS 72" 72" 72"
'y"(d EPDXIED THREADED ROD w/6"EMBED MAY BE USED AT SPACING SHOWN
ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS **
ALTERNATIVE TO TABLE R404.1 (2)
CLEAR BACKFILL BACKFILL TYPE
HEIGHT HEIGHT
(SEE S8) (SEE S8) SAND SANDY CLAY CLAY
(30 PSF/FT) (45 PSF/FT) (60 PSF/FT)
7'-6" 60" 24" 18"
8'-0" 7'-0" 72" 36" 24"
6'-0"OR LESS 72" 72" 48"
8'-6" 36" 24�� �8"
g�_0�� 8�_��� 48�. 24„ i 8��
7'-0"OR LESS 72" 48" 24"
9'-6" 24" 18" 12"
9'-0" 36" 18" 12„
10'-0"
8'-0" 60" 24" 18"
7'-0"OR LESS 72" 60" 36"
`*APPLIES TO MAB 15/FAt, MAB23/FA2,MAS/FA3,Yz"�EXPANSION BOLT w/6"EMBED,%"fd
SELF-CUTTING ANCHOR BOLT w/4"EMBED,OR SIMPSON FWAZ ANCHOR
Rev �ate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
BASEMENT WALL ANCHOR SPACING TABLE
CLIENT INFORMATION: �
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. SZo,Eas"'"e`Rd
Suite 308
ROBBINSDALE, MN 55422 P�oject Number: 10.02628 Minneapolis,MN 55421
Drawing Date: 01-01-11 n rei�sa-s��-zsoo
PhOr12: 612-221-1470 / Fex 763-571-1168
Sheet: 12 of 16 ` �.�ne�g.�om
� COPYRIGHT ULTEIG ENGINEERS INC.2011
0
� � NOTES: ,
� 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/4"PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131 (d x 3"LONG NAILS
70 @ 6"O.C.AT PANEL EDGES&@ 12"O.C.AT PANEL INTERIOR SUPPORTS OR EQUIVALENT.
_ � 2. NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLIT.
� `D 3. BLOCKING MEMBERS SHOWN MAY BE REPLACED WITH PRE-MANUFACTURED TRUSS STYLE BLOCKING, DESIGNED FOR 1500 LB
� LATERAL COMPRESSION LOAD. NAILING SHOWN IS TO BE USED AT MIN.
m � �7 � p n z �1 ►v 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED, USE ADDITIONAL 2 x 4 SPACERS AS SHOWN IN
c� o p � � r o0 �
m � W .A � m C � FIRST SPACE.
� � 0° -D � Z m Z 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER, MAINTAIN 3"MIN. EDGE DISTANCE.
z � � m D � � y D
m N � � � Z z -� ln
v70, ND -< Zp � Om
� mD � �o DZ7o
,cz� � � m-� � � pC�
N ZZy � � _
0 ozC --� oD �
cnm � � � �
c� Z W — n SEE S12 FOR SPACING OF OPTIONAL OPEN SPACE AS
N z �� p � Z BLOCKING SYSTEM SHOWN SHOWN OR SHIFT FULL
� � � HEIGHT BLOCKING
� � FRAMING
�m 117 BY OTHERS
a NAIL SHEATHING TO BLOCKING/JOISTS 0.131 fd x 3"LONG
P __-t`.
w/(12)ADDITIONAL 0.131 0 x 3"LONG NAILS ; ! NAILS @ 6"O.C.
�I �`� STRUCTURAL RIM
U' � � n N � - �� � BOARD BY OTHERS
m f m' � m _. . --
:_. . L _ _-. - � . _ �_
_;.. t
:-�� � D _ � ', , � TYPE D CONNECTOR @
0 3 � �� , BLOCKING SEE S11
� � m '; � I��� '
N I � y
ii
� il, j��
��I
'i �' �I' i�,t`J 2 x 6 MIN
� '� � � "y SILL PLATE
� �" =C
foo � , _ ��
.
W o o ;.---- - ' �' y FOUNDATION WALL SEE
� � � I JOISTS BY OTHERS e OTHER SHEETS FOR
f N p ANCHORS&WALL INFO
� �
�" PROVIDE BLOCKING AS REQUIRED TO a
� � ACHIEVE NAILING SHOWN (MIN 2 SPACES). � :� GRADE
_l BLOCKWG HEIGHT TO MATCH JOIST DEPTH& �
BE OF LUMBER, I-JOIST,OR OTHER � �I I� �i:, I� --
BLOCKING TO JOISTS w/ TOE NAILS EACH END ' � i I I ,I I ' I �i
�jJ MANUFACTURED MATERIAL. Al-fACH � �,` �
" v
�
FOR STABILITY IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS
' UNTIL SPACES IN WHICH FULL HEIGHT
��m� � BLOCKING CAN BE INSTALLED,TOE NAIL TO
��" � FLOOR MEMBERS FOR STABILITY
m��Z�� �
���N�m.
_�
O � A f�
3 mo^'m� �
0
� � NOTES:
� � 1. MAIN LEVEL FLOOR SHEATHING TO BE 3/4"PLYWOOD/OSB PLACED IN STAGGERED PATTERN NAILED w/ 0.131 0 x 3"LONG NAILS
� @ 6"O.C.AT PANEL EDGES&@ 12"O.C.AT PANEL INTERIOR SUPPORTS OR EQUIVALENT.
= 0 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
� BLOCKING, SUCH AS I-JOISTS OR LVL, DESIGNED FOR 1500 LB LATERAL COMPRESSION LOAD. NAILING SHOWN IS TO BE USED
m -� 17 � p n z �7 n� AT MIN.
� o � � � � � 0 � 4. BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS. IF REQUIRED USE ADDITIONAL 2 x 4 SPACERS AS SHOWN IN
z � oo �' � Z m Z ", FIRST SPACE.
Z �, Z m y -� � D D 5. HOLES MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO 4" IN DIAMETER,MAINTAIN 3"MIN. EDGE DISTANCE.
m ivp � � Z Z —� �
c�i� ND � OZp � OI�TI
CZi m �� � rr- Z (7
.o � � ZZa .� �
oZC � � cD �
�" m � � � � n SEE S12 FOR SPACING OF OPTIONAL OPEN SPACE AS
N ? � W Z O BLOCKING SYSTEM SHOWN SHOWN OR SHIFT FULL
N o � 2 HEIGHT BLOCKING
� � n
z m NAIL SHEATHING TO BLOCKINGlTRUSSES BY OTHERS
,.
o m w/(12)ADDITIONAL 0.131 fd x 3"LONG NAILS J
m I � �I 0.131 0 x 3"LONG
a � NAILS @ 6"O.C.
� � � _ _ ,___ _ - -: �_
_ , . � ., _._ `^' `
=- _ • . .`� �- RIM TRUSS
�
_ . ..:� _
� � , - i� �
� o � � � — — — — '', - � BY OTHERS
m tu o ,c � I i '
TOP NAIL RIM TO SILL
m E m m �
""� � n � ; � w/MINOF(6)0.131ft7x3"
o c o ' � I i LONG NAILS EACH SIDE OF
cw^u Q m � � BLOCKING OR TYPE D
`� N ; CONNECTOR @ BLOCKING
� � SEE S11
I 2x6MIN
cn ; > ,--.--- --: ----- � _- '
w SILL PLATE
� � `D f FOUNDATION WALL SEE
A � � OTHER SHEETS FOR
"' TRUSSES BY OTHERS J � / �
�' "' ANCHORS&WALL INFO
�' °D N PROVIDE 2 x 4 MIN BLOCKING TOP 8� , °
�/� �° BOTTOM OF TRUSSES AS REQUIRED - � GRADE
v � TO ACHIEVE NAILING SHOWN (MIN 2 `
—� SPACES). INSTALL w/TOE NAILS EACH I I I I I�;T � �� : ,._,,
� END FOR STABILITY ,-,° ;;'
�,-;_i I I..
;�. _ �'''-
- -- - �;
IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS
� 3/4"PLYWOOD/OSB ONE SIDE OF UNTIL SPACES IN WHICH FULL HEIGHT
BLOCKING w/(6) 0.131 PJ x 3"LONG BLOCKING CAN BE INSTALLED,TOE NAIL TO
�" �� m NAILS TOP&BOTTOM OR 1/2" FLOOR MEMBERS FOR STABILITY
mm" PLYWOOD/OSB EACH SIDE OF
�ww- �
m�V V Z`� ' BLOCKING EACH w/(4) 0.131 fd x 3"
'� :.N N m m
° J��"� �1_ LONG NAILS TOP& BOTTOM
3 m o�m n
3'-0"EACH WAY MIN
FLOOR SYSTEM BY OTHERS(DO NOT
5'-0" EACH WAY MAX PLACE GIRDERS OR BEAMS OVER
CONCRETE LINTEL DESIGNED FOR
1500 PLF)
GRADE (2)#4 HORIZONTAL BARS TOP �
&BOTTOM OF LINTEL EXTEND Z w
�WINDOW WELL 24"MIN PAST OPENING EACH � v
- - : .. LADDER/ESCAPE .• : END(WOOD OR STEEL OPTION `_° p
#4 HORIZONTAL BARS Qa MEANS BY OTHERS'L ,"� ; BY OTHERS) � v
12"O.C.CENTERED IN �
WALL ya- �
LAP AROUND CORNERS ~ ?
AND HOOK INTO BASEMENT � w
WALL EACH SIDE ; _• n-
(ONLY(1)#4 AT TOP OF WALL BEYOND �
z
WALL IF 8"OR THICKER) (1)#4 HORIZONTAL BAR � x
AT TOP OF WALL 'co a
6"MIN C.I.P. N �
CONCRETE WALL %. Z o
SLOPE � � o
#4 VERTICAL BARS ~—
@ EACH OUTSIDE -- "�- ' - �
a1 , .._ ,_1 '�_ • .
CORNER OF WELL •,� , -'-� ' . 8"MIN C.I.P.
� �/I�GRANULAR� 'a,.:,. CONCRETE WALL
x
� M SAND)L � PLACE(2)#4 VERTICAL �
°•. BARS FULL HEIGHT AND °D
ONE ANCHOR w/IN 12"OF `�'
LOOKOUT WALL OPENING EACH END
SEE S6 SLAB-ON-GRADE
(1)#4 x 2'-0"DOWEL @
EACH OUTSIDE CORNER
OF WELL(5"MIN EMBED) . -
• • �—UNREINFORCED CONCRETE
_
STRIP FOOTING, SEE S8
12"WIDE x 8"THICK
MIN STRIP FOOTING
Rev oate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
WINDOW WELL DETAIL
C�IENT INFORMATION: � =�
DPM MASONRY, INC. Ciry: State: Zip:
4544 PERRY AVENUE N. Szo,E�`s�aa�os
ROBBINSDALE MN 55422 ProjectNumber: 10.02628 Minneapolis,MN55421
, rei�ss-s�i-zsoa
Drawing Date: 01-01-11 � � Fa:763-577-1168
Phone: 612-221-1470 Sheet: 15 of t 6 �.�ne+g.�«n
� COPYRIGHT ULTEIG ENGINEERS INC.2011
NOTES:
1. ADD CROSS WALLS OR BUTfRESSES IN STOOP AS REQUIRED IF OVERALL STOOP CENTER TO CENTER WIDTH
EXCEEDS DIMENSIONS SHOWN.
2. STOOP WALLS REQUIRE MINIMUM 16"x 8"STRIP FOOTING.
FLASHING&WOOD
PROTECTION
BY OTHERS
STOOP SLAB FLOOR FRAMING
BY OTHERS OR BLOCKING
� 10'-6"�a 8"WALL �
13'-6"�a 10"WALL � a.
a a.
BASEMENT � '—I , .
°a
� } � —I I
� � ~ EXAMPLE CORNER —
OR STRAIGHT WALL —I I I=I I I � • FLOOR
� OPTIONS TYP 'I I I—I I I CONNECTION
z � SEE S11 &S12
� � � II� II� IIIIIIII O
o � I I I I �I I I I I I I I I e WAPLCONCRETE �
�
8"MIN C.I.P. STOOP AREA —" � '� SEE EXAMPLE Q
CONCRETE WALL , PLANS FOR �
SEE DETAIL S5 TYP. a, . THICKNESS& �
` MAXIMUM WALL �
a LENGTH
EXAMPLE 'A'
•� SEE S8 FOR
m REINFORCING
� SECTION
�- 10'-6"Cu� 8"WALL �- 10'-6"Qa 8"WALL � S16 BASEMENT WALL�a STOOP
13'-6"Qa 10"WALL 13'-6"Qa 10"WALL � 10'-6"Qa 8"WALL � 10'-6"�a 8"WALL �
13'-6" c@ 10"WALL 13'-6"Qa 10"WA�L
I
�
z �
� J —
�
�' LL LLl Q Z
� M �
Z
EXAMPLE 'B' � J �
o � w
� _
EXAMPLE 'C'
Rev oate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS:
FOUNDATION DRAWINGS
STOOP DETAIL
CLIENT INFORMATION: �
DPM MASONRY, INC. City: State: Zip:
4544 PERRY AVENUE N. szo�ea5�a��a,Ra
Suite 308
ROBBINSDALE, MN 55422 Project Number: 10.02628 Minnaapolis,MN 55421
Drawing Date: 01-01-11 Te1763-5714500
Phone: 612-221-1470 Farz 763-571-1168
Sheet: 16 of 16 6 Www.�ne�9.00m
Q COPYRIGHT ULTEIG ENGINEERS INC.2011
.,�'� �
�
MEMORANDUM
Date: February 23, 2011
To: Tom Kellogg, City Engineer
From: Christine Mattson, Planning Assistant
c: Melanie Curtis, Planning & Zoning Coordinator
RE: Building Permit Number 2011-00100
120 Creek Ridge Pass
Attached is the copy of the survey for 120 Creek Ridge Pass showing the
proposed new home. Please review the attached information and provide
comments by Thursday, March 3.
Please call Melanie Curtis at 952.249.4627 if you need additional information or if
you have any questions on the attached information.
Thank you,
�' � c � DATE TIME �
CITY OF ORONO �CALLED N �l�f /(
INSPECTION N TICE /'�(� SCHED�O ����� ��
PERMIT NO. r'7 ���I�v'l�O COMPLETED
ADDRESS I�� �l/'^iU��%L_ 2 i���C� ���5
OWNER TELEPHONE NO. / ��� �G✓/ ���
CONTRACTOR �
���`�c� ' !`SCY� `�
�: DESCRIPTION
�
W ❑ FOOTING ❑ PLUMBING FINAL ❑ XCAV/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
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPT�f' FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEEf YOU:�[YES_NO
/�
� COMMENTS:
�
W
a
�
J
O
�
�
O
�
W
�
Q
�
Z
W
�
W
�
�
d
W �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
� ❑ CORRECT WORK&PROCEED _'- ISSUE CERTIFICATE OF OCCUPANCY
W
� 0 CORRECT WORK,CALL FOR REiNSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN
INSPECTOR W4LL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR '�CITATION ISSUED
❑ INSPECTION REQUIRED.CAL�TO ARRANGE ACCESS.
Call for the next inspection 24 ho in advance. (952� 249-4600
Owner/Contractor on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
GJ�� / ATE TIME "
CITY OF ORONO CALLED IN f� � 7 l
INSPECTION NO ICE SCHEDULED �%��1� �
PERMIT N0. /—C�IJ/�conn LETED
ADDRESS �
OWNER T LEP NE NO. ' -���
CONTRACTOR
>; DESCRIPTION � �
�
lV ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
�
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
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White Copyllnspector's File Canary CopylSite Notice
�� c%"' '
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White Copyllnspector's File Canary CopylSite Notice
� D T TIME �
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�T"� DATE TIME �
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OwnerlContractor on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
���� TE TIME v
CITY OF ORONO CALLED IN �� �� _ —
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White Copyllnspector's File Canary CopyfSite Notice
�^� G� DAT/E TIME ✓
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White Copyllnspector's File Canary CopylSite Notice
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� ��� �=;,�-,\ ��✓' _� ��� �� � � LOT 3, BLOCK 1, CREEKSIDE IN ORONO, Q � � �
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� � N�' � �—————M"85°43'35' LOT AREA = 31000 SF/ 0.71 AC � �
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TITLE OR EASEMENT INFORMATION x w . �
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�991� = EXISTING SPOT ELEVATION. g a xa\��oQ e
X(998.0) = PROPOSED SPOT ELEVATION VERIFY ALL D�MENSIONS AND �, �p�ww�
0 20 40 60 o m�o;�
= DIRECTION SURFACE DRAINAGE ELEVATIONS WITH HOUSE PLANS N fW= �
e`�>�
SCALE IN FEET TFE = TOP OF FOUNDATION E�EVATION
VERIFY ALL SETBACKS WITH CITY -l N Y��N �
�— NO K2�6
LFE = LOWEST FLOOR ELEVATION g � �
GFE = GARAGE FLOOR ELEVATION �' ��m�a�
� � ��w�-p �
n�>
' ,
_ — " 35
1 950h+ � /
REEK C�ty of Orono ��q
(�i IOGE � ` Planrnng&Zoning P n Reviaw
BENCHMARK D � _ ExISTING
TN HYD �� ACJ ,; ��� HousE #,�o Site Pian Review Dat.: _ �J� �(7 ! ��
___ _____ ELEV = 963.2 � �9�0% � � (UNDER CONST)
- -- - ---_ -- _�_ —` _ -— _ �ci, �
,� �� 50 0� ;�a / "6���e e \� PPROVED
c
96O '_ Q 8422 �6�,�F�����'.;,-�`���`._.__s.....�, � PPROVED WITH EVISIGNS(see notesj
HARDCOVER ZONE CALCS N'�o0 r��,:-�,_ - s� ���,\ �6�., �, ��
PROPOSED ELEVATIONS ❑�ENIED
r '����:�� �9���� 's /� ���:�`�`9��'/:A � i� GARAGE FLOOR= 963.7
0-75 AREA = 7200 SF �.__ � i
�-.� I j� TOP OF FOUNDATION = 964.� S��F;
X 0% � �" . �ez �� �" �`'� �\ � / LOWEST FLOOR=955.2 �yyp�
I
� � � �. ,
PROPOSED = 0 SF � � � --___- ` � ���� °�� o� � I �
75-250 AREA = 23800 SF � 'r�� �� �7'.�� ���-gb°5� ������,,= ,
X 25� = 5950 SFHCA j g62� �Sw j ���: - �°% / �' i
l i� ,
' \/\.��ss? �'�`, ;y ,/� ,
HOOUSESE02789 SF � i; 5 Fj �6�,%� a � i"� /� ��\�\ / i/ �/� / , '
'� � // ,/
i PORCH = 248 SF �; � ' �� , '
DECK = 200 SF �. ' r�6'� r W e v./ ��� ^\ �,/ ��i �� 9 �, /�;
�
STEPS = 173 SF ''� � � �nw� �� � � ,'� ' % �'�; � ,i"� -
DR/VE = 1500 SF � l � a?� `�6" �P �P / \' ��.
� j
WALK = 150 SF � ',� ��"-_� 9�° 51qy o' o ` � �,` �s�<<r '� .n , %
RWALLS = 140 SF `� � '� .y:��p s � `� 2 m " ,o�',���a � s.,.-
�� .n� � 9�O \� � , O ° '�. �o 0
�
�:.,
TOTAL = 5200 SF/21.89` �`, � \ �N +� � ' � ' ' � �'�%yo� , /� �'- �>
= 750 SFHCA REMA/NlIVG �� a�� �X y ,'� � � / � o*m� ! � / � ��, o;
� \ �� � � �963' ,g p 2�50 � i ;' � �'1 ��� �X � _ �cn
� � a°� _ so_3 _; o N •w�PROPOSED,� i �g`?ri �°j�i /���' � A���, ; �''� >
� � � `J I - , 1�5 g63� � C'iU�rAF$Ql� c� , ;/ � ✓ ' �� �� / y�a.
� � ��� � 6�� ;� '\ GFE` �IOUSE;� �� � � o' � % V� � ���
^ � ,5 / i A �6 �a� � ����� r �'oin
� �\ \ �, � ,y� �� o,E GARAGE / i � �d' i J - c i �r � i� ��
, \ \ \ � \ � �A �. � � E>964 4/ -� �� 1g56'���:�g5� �-� ,4�C ��\ i�� �u' � �b���-
� �. � � r o � � SF � ' e� o�� i W�J54. o � � � / ¢s r�
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'� � ,�� �° o a, Q /�5� � ,�; ,�0 ,0 � BW-950.3 �,.��� \ Z��
�_ ��\ � \ �I �\ "' ✓� 4 3 3)X �, i i-`TfW=949.7 �/i �,+ � � ��Q I
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.\ �V A � �1 \ �-���'2 ! �, � � �}�92 // p 6�
..\ �� l� ,� oP,��a� I � - ,._..-�' � , i�� �' � �7 .% � �i-, 4�w c�
� � ';� y X � i /�aa / i � � r% � � �cO�W�
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� � �9 � �,; -,� ' / � LEGAL DESCRIPTION: � �
�:. ` �_�-=��, t''��__�- - i ,/��',��� i —f,�i // � / LOT 3, BLOCK 1, CREEKSIDE IN ORONO, , � �
���. _-� �� � � ,!r�� - �-7`�� i��� � �,i�c,`� � g�j � / 9� HENN. CO., MN. � � (�
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>�,� _ \�\ �� �-- _�_r_--- ;/ J,.- ��� /i / , ADDRESS - 120 CREEK RIDGE PASS J � Z
� �. i; ',_� -- , j� �� ---<�_ s cRK se�__ / � PID# 03-1 17-23-12-0014 (� �
� ^ � � ,i� _--�----- " ;>1 /i --- � O U
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��� ` \�� � .,ti _ ___ -`a' "- � %� �a} �//I � .},'y LOT AREA = 31000 SF/ OJ 1 AC
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� � n \
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i�
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\- \ `` �_�,_ T(A _ -' �� i /
� \.. � � �
� � , �o+ �_ in-.--�-SCiFFf\,-� - � i � ��� / �c� TITLE OR EASEMENT INFORMATION � � Q (�
� � � a` sr�r -- zpN � ��" �/ VERIFY ALL DIMENSIONS AND m � � �
� � �. FENCe�` `��_-_-_-___E� ��
�_ �� ��` dz2'- -'-�`:���� � � ELEVATIONS WITH HOUSE PLANS
\ � � \T9'9�`\� � X9 _----- —�—_/ / � �
N ��NG��\ � -- - -_ . = �(l 85°4,j',j5"W 1367 VERIFY ALL SETBACKS WITH CITY (� �
��/rF�,� � . . / ��
�FF/f� 4�e9 �� / o`
� � � o�4��
� �
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5 \ �� �LINE LABELED 35 WETLAND BUFFER ZONE / N z �o'���
�e9ti = EXISTING SPOT ELEVATION. �����_ _ _���p0� � - -100 YEAR FLOOD ELEV 938.0 / � � t� �wg�
,EDGE WETLAND a 3 a �°�
0 20 40 60 X(998.0} = PROPOSED SPOT ELEVATtON � � � (ALL ABOVE ARE APPROXIMATE PER / � > �<� �
�� SCHOELL&MADSEN GRADING, DRAINAGE, w o o ff��� �
, = DIRECTION SURFACE DRAINAGE �_ �_ i/ EROSION CONTROL PLAN DATED 12/03) / o >f � �w��c
SCALE IN FEET TFE = TOP OF FOUNDATION ELEVATION —'1 � _ / Q i; ^\s���� a
LFE = LOWEST FLOOR E�EVATION EDGE WETLqND `� -� 2 � ^�
GFE = GARAGE FLOOR ELEVATION � ' � _/ � a� - w ��Q�<
SFHCA = SQUARE FEET HARDCOVER ALLOWED M �� g '� "M��_�