HomeMy WebLinkAbout2008-P12172 - addn/remodel/repair 1 • � �
PERMIT
C�TY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: p12172
Crystal Bay, Minnesota 55323 Permit Type: Addition/RemodeURepair
(952) 249-4600 Date Issued: 6/24/2008
SITE ADDRESS: 205 Hollander Rd unit#
Wayzata,MN 55391
PID: 25-118-23-44-0011
DESCRIPTION: UBC Occupancy R3
Construcrion Type VN
Proposed Use: Residenrial Census Code 434
Permit Class: Building
Pernvt T e: Addirion/RemodeURepair Pernut Sub-type(s): Addn/RemodeURepair
YP
DETAILS:
Approved per resolution#:
Separate permits required: Plumbing Mechanical Electrical(state)
NOTICES/REMARKS:
Remodel kitchen,new master bdrm,entertainment wing,reroof w/cedar shakes
FEE SUMMARY: Permit Fee: $ 2,538.7�5 valuation: $ 347,000.00
Plan Review Fee: $ 1,650.19
State Surcharge Fee: $ 175.00
TOTAL FEE: $ 4,363.94
APPLICANT: Creative Spaces OWNER: David&Cassidy Burns
615 Russell Ave N 205 Hollander Rd
Minneapolis,MN 55411 Wayzata,MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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P PERMITEE SIGNATURE ISSUED BY SIGNATURE
Copies: 1-File(Signatures Reguired), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
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Total Fee: ��J�.� DateReceived: �� d�
Cntered By: Permit#: /�/ ']'�
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print ull informution)
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THE APYLICANT IS: (circle one) OWNER OR CONTRACTOR
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JOBSITEADDRESS: Z�r {-�a(�a���� 1��� zIP: `��3�t- `��,��
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home?
❑ YeS � NO /f yes, a special evenl permit is��equrred tivith Police Depai�tment and Ciry Counci!approval
60 days prior ro the event Shutlle bus ser�vice i+�ill be�•equired unless applicant demonstrales
sufficienl on-site parking is available. Non-permitted events i��ill not be allowed.
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NAME OF OWNER: ZY`�� �aSS`� �r N�jPHONE: (home) ��Z - �1,�—��q�%
� �� � � � (work)
MAILING ADDRESS: �� 2.�1 �v TY: c'�N � ZIP: �'l�•—�5��
CONTRACTOR: \/G�' �C.E`� PHONE: ���Z" ��� ���
CONTACT PERSON:�T��!'J� ei -,-—t'��i�IOBILE/P�;�GER: — — � — �(mZ
MAILING ADDRESS:(�, l 5 K�f,���- 6tiVC'� � CITY: 6N��v�vt�� rS ZIP: ��4
STATE LICENSE: # Z�"Z'—'r �,5�Z(v EXPIRATION DATE: �j��i` Zov�
ARCHITECT/ENGIN�ER: �V�ti-��� L�� PHONE: Sc.��-�
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION: #
�,w, i41� �' .t k:�t�i,� �''c,�•�wd��
TYPE OF WORK: New Home Addition�. Accessory Structure�- vV���• y'�vra.�.�l�
Move Home Remodel/Alteration (ie: Siding, Windows) �
Any earth movement y re uire MCWD review and er it !
PROPOSED W�j RK(describe in detai�: �QVwc�,,F:' �5�1� �� �W ,
1 V�,S�P.r�° �4v e�C,Mn Z v� �r�L``'+�tr Qi/ vt Vb�{►.�:- l • ►v�}Q�i o e.
�'�l��n � �/'�vuc��,� f'L✓��i� �1��� Si2 w� w S �= � � `
STORIES: SQ.FEET OF EACH FLOOR: �vnd .
NO. OF BEDROOMS: GARAGE STALLS: ATTACHED llETACHED
ESTIMATEDCONSTRUCTION VALUATION(excluding land): $ ��� � �Q�
] hereby apply for a building permit and 1 acknowledge that the information abo��e is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City and with the State Building
Code;that 1 understand this is not a permit and rk is not to start without a permit;and tl�at the work will be
in accordance with the approved pla .
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APPLICANT S SIGNATURE. DATE: 1 �
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CHECB OFFLIST FOR ISSUANCE OFPERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: _ �� �-a ( � ����
PID:
DESCRIPTIDNOF WORK: ! ��/ f�G SYSG�
ZONING REVIEW BY.• DATEAPPROVED: Z3 O�
SUILDING REi�lEW BY.• DATEAPPROVED: �•z3�o�
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes_J� ]vo
PLAN REVIEW Yes �/' No SEYVER CONNECTION
STATE SURCHARGE Yes� No WATER CONNEGTION
INVESTIGATION FEE Yes No ,r' PARK FEE
`�C Yes Na �/ SIT�WSPECTION
1Vumber of SAC Units OTHER (spec�)
: ZONIIVG CHECg LIST Zoning District: -` ._
Fire Departmerrt: Post OfJ'ice: School District: -
Lot Area: Sq;ft. • Acres � Width Depth
Survey Submitted.• Yes� No Date of Survey: �/ Q
Proposed Setbacks: s��7
_ _ _
Front-�e�ke): � �irtSia'e: �
Rear(&�e�tj: IODt/ �f1� �
�eftrSide: rld C�s�yi�, D
Adjacent Structures: ��{ Wetland.• �
Building Height: Def.Hgt._ Q Peak Hgt, -
Lot Coverage: .
Grading.• Staff'.4pproval Date: By: Council Approval Date:
Septic: Staff.4pproval Date: ' �� 'b� gy. (��
Zoning File: # Resolution: # Resolution Date:
Shoreland District: /�� MCWD Permit:
Avg.Setback.• Bluf,�'Setback; Lot Caverage:
Hardcover: 0-75'
���ing Proposed
75-250'
250-SDO' ,
500-1000'
Hardcover Yariance Required.• Yes No Date of Council Approval:
REMARKS(in house): � S. yt�c��
�'I'I,�.rhh�ih�hG �AinAe-•� �n o �' S '
- � ,� ��r/ rna� lYickc.,G 7
33
• .• • . .
B UILDING REVIEW CHECg LIST
UBC: R • 3 CONSTRUCTIONTYPE: V�
Sg Footage $Per Sg Ftg
Bdsement x =.
1 st F7oor x = � �
2nd F7oor x =
Garage x =
x =
TOTAL
Esdmated Construdion Value: $ 3�17,O va �
fnspec�ions Required: Work Requiring Separate Per►nits:
Site _�Plumbing Fire
Hardcover Removal �( Mechanical Water Connection
_�Footing Septic Sewer Connec[ion
�_Framing Fireplace Lawn Irrigation
_p�Insulation (Masonry) Other -
Wall Board (Mfg.) Well(State Permit)
_�c Final Grading/Filling _�Electrical(State Permit)
Other
REMARKS(INHOUSE):
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
REMARKS(TO BE NOTED ONPERMIT1:
34
Jun=27-2008 OZ:08 PM Riverbridge Partners , LLC 6129046250 1/1
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D�Ta pItNACY ADV1cORY .
It►accordAneewi Iv1,5.13.04.5ubd.2,"Rightyof subjects ofdnre",we weufd like ta iqtipmtyou thatyourricquest
Cor a permit qr liocnse m ihe City of Orono or any of its departrnents may require yau t�fumieh Certain private or
canfid�ntisl infortnatia .
You are n"oiifieii at;
1. Th�inr ation you flu7ti�h will be useci to detecmine your qualification for the perrolt or liocnse
requeste .
2, You me �fuse to supply dAta,but refusul may Itiquile thet the Cily deny the permit or liccnse.
3. The info udon may he shared with oU�o�loC.�l,sfdlc or fedcral egenciet to the extent neaess�uy!o
• process e pctmit or license.
4. If your r ue�ted perroit or licensc iequires Cowci)uctjoli to approve,some itifbrmetioo may beoo,ric
public.
S. You hsv ecrtain Rbhts undcr M.S, 13.Oq(availpble upon requesl)to revicw privxtc datu on yoursclf.
�. Your fiill nnmc is required to proCtss this application or perniit.
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Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd. 1. Type of data. 1'he rights of individual on whom the data is stored or to be stored,shall be as set forth in this section.
Subd.2. Information required to be given individual. An individual asked to supply private or confidential data conceming himselfshall be
informed of. (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b)
whether he may refuse or is legally required to supply the requested data;(c)any known consequence azising from his supplying or refusing to supply
private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data.This requirement shall
not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer.
1'he commissioner of revenue may place the notice required under this subdivision in the individual income tax or pronerty tax refund
instructions instead of on those forms.
Subd.3. Access to data by individual.Upon request to a responsible authority,an individual shall be infortned whether he is the subject of
stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of
stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and
meaniog of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six
months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The
responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority
may require the requesting person to pay the actual costs of making,certifying,and compiling the copies.
The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of
the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible.If he cannot comply with the request
within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays,
Sundays and legal holidays. '
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data
conceming himsel£ To exercise this right,an individual shall notify in writing the responsible authority describing the nature ofthe disagreement.The
responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of
inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in
dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to
contested cases.
DATA PRNACY ADVISORY
In accordance with M.S.13.04,Subd.2,"Rights of subj ects of data",we would like to inform you that your request
for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or
confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data,but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary to
process the permit or license.
4. If your requested permit or license requires Council action to approve,some information may become
public.
5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself.
6 Your full name is r ired to rocess this appl at'on or permit.
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City State Zip L Phone
I understa my rig s ted above.
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REScheck Software Version 4,1.0
Compliance Certificate
Project Title: DAVID & CASSIDY BURNS
Report Date:06/03/08
Data filename: C:\Program FileslCheck\REScheck\BURNS.rck
Energy Code: 2000 Minnesota Energy Code
Location: Hennepin County,Minnesota
Construction Type: Single Family
Glazing Area Percentage: 10°/a
Climate Zone: 2
Construction Site: Owner/Agent: DesignerlContractor:
205 HOLLANDER ROAD CREATIVE SPACES
ORONO,MN
• .�. -�� .�-� _ ,a� a .
Maximum UA:524 Your Home UA:400=23.7%Better Than Code
. •
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Ceiling 1:Flat Ceiling or Scissor Truss 1477 44.0 0.0 40
Wail 1:Wood Frame, 16"o.c. 1470 i9.0 �•� 67
Window 1:Above-Grade:Wood Frame:Double Pane with Low-E 244 0.330 81
Door 1:Glass 96 0.330 32
Wall 2:Masonry Block with Empty Cells:interior Insulation 1260 11.0 0.0 113
Wall 3:Wood Frame, 16"o.c. 954 t9.0 0.0 54
Window 2:Above-Grade:Wood Frame:Double Pane with Low-E 40 0.330 13
Furnace 1:Forced Hot Air90 AFUE
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building h been d � ned o meet the 2000 Minnesota Energy Code
requirements in REScheck Version 4.1.0 and to c ply with the manda quire ent li t in the R Scheck Inspection Checklist.
^ �z�se���� � ✓ l�w��v ���1�
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Name-Title Si ature ate
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DAVID& CASSIDY BURNS Page 1 of 3
��� �� - � � �17
�
� DRAWING INDEX
�S1A — INDEX 8� CERTIFICATION �>' i°��'�'��� � � r �
�S1B — SCOPE & MATERIALS �` ' � �Y� �M' �
�S1C — GENERAL NOTES
�S1D — GENERAL NOTES (CONTINUED)
�S1E — REINFORCING BAR SUBSTITUTION & FOOTING TABLES
❑ S2A — 8 FT HIGH FOUNDATION WALL FOR SAND (GROUP I) SOIL
❑ S26 — 8 FT HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP II) SOIL
❑ S2C — 8 FT HIGH FOUNDATION WALL FOR CLAY (GROUP III) SOIL
❑ S2D — 9 FT HIGH FOUNDATION WALL FOR SAND (GROUP 1) SOIL
p S2E — 9 FT HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP II) SOIL
❑ S2F — 9 FT HIGH FOUNDATION WALL FOR CLAY (GROUP III) SOIL
p S2G — 10 FT HIGH FOUNDATION WALL FOR SAND (GROUP I) SOIL
❑ S2H — 10 FT HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP II) SOIL
❑ S2J — 10 FT HIGH FOUNDATION WALL FOR CLAY (GROUP III) SOIL
❑ S3A — JOIST BEARING DETAIL
❑ S3B — TRUSS BEARING DETAIL
❑ S4A — JOIST BLOCKING DETAIL
❑ S4B — TRUSS BLOCKING DETAIL
❑ S5A — LOOKOUTlGARDEN WALL DETAIL
❑ S5B — RESIDENTIAL FROST WALL DETAIL
❑ S5C — REAR GARAGE WALL DETAIL
❑ S5D — TOWNHOUSE COMMON WALL DETAIL
❑ S6A — JUMP STEP FOOTING DETAIL
p S6B — CONTINUOUS STEP FOOTING DETAIL
❑ S7 — WINDOW WELL DETAIL
❑ S8 — BRICK LEDGE DETAIL
I hereby certify that this plan, specification or report was
Iam ard�ul�y Lce srednPeofe sol altEngineelrl�nder�theat �.�����gC'�NS/��'�,
laws of the States of Minnesota & Wisconsin. �� �� ��{�'
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Print Name: CRAIG L. OSWELL = 0 � '
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Signed: z S � MN , �`�
D t : 01/01/07 MN License Number: 42341 '''���S,S��fVA�-��C`�\\
a e ���►�i�iti+�`
WI License Number: E-37911
2007 MASTER CAST IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC 5T.LINO LAKES, MN 55014
INDEX&CERTIFICATION Phone:(651)784-2450 Fax:(651)784-2523
JOBSiTEINPOHMATIGN Hevlsion Oate Descnpuon
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°�engineers
Drawn 6y. iroY DeGioot P�o�ecl Ncn�.ber 70G t?0� (��� �
,? Cheaketl0y'. TrevorAriier Daic. Jan��;�ry1,I007 1
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Approved By Crai9 Oswell — '—
(� COPYRIGHT ULTEIG ENGINf=ERS IP C. 2007
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� DRAWING SCOPE 8 USE (CUIDELINES
SCOPE OF WORK
THESE YEAR 2007 CAST-IN-PLACE (C.I.P.) CONCRETE FOUNDATION DRAWINGS, CONSISTING
OF S-1 THROUGH S-8 AND DATED 1-1-07, ARE PREPARED BY ULTEIG ENGINEERS, INC.
THESE DRAWINGS CONTAIN STRUCTURAL DESIGN INFORMATION AND DETAILS TO BE USED
IN THE CONSTRUCTION OF CAST-IN-PLACE CONCRETE FOUNDATIONS FOR VARIOUS
CONDITIONS COMMON WITHIN THE RESIDENTIAL MARKET ONLY. THE INFORMATION IS
INTENDED FOR THE CONCRETE CONTRACTOR, AS WELL AS THE GENERAL CONTRACTOR
AND THE FRAMING CONTRACTOR.
THESE DRAWINGS ARE CERTIFIED AND PREPARED TO THE REQUIREMENTS OF THE
INTERNATIONAL RESIDENTIAL CODE (IRC), AS WELL AS THOSE OF THE MINNESOTA AND
WISCONSIN STATE BUILDING CODES. THESE DRAWINGS ARE VALID THROUGH DECEMBER
31, 2007.
THESE DRAWINGS ARE LICENSED THROUGH AN AGREEMENT BETWEEN ULTEIG AND THE
LICENSEE NOTED IN THE TITLE BLOCK BELOW. THESE DRAWINGS ARE TO BE USED
SOLELY FOR PROJECTS IN WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THESE
DRAWINGS MAY BE RELEASED BY THE LICENSEE TO ITS AGENTS, SUB-CONTRACTORS,
AND CLIENTS FOR THE USE IN PROCUREMENT OF BUILDING PERMITS ONLY. ALL OTHER
USES ARE PROHIBITED.
USE GUIDELINES �
FOR EACH PROJECT, THE LICENSEE IS TO INDICATE THE APPLICABLE SHEETS OF THE
DRAWINGS ON THE INDEX SHEET AND THEN SUBMIT THEM WITH THE FULL CONSTRUCTION
DOCUMENT PACKAGE TO THE APPROPRIATE CITY BUILDING DEPARTMENT AT THE TIME OF
PERMIT APPLICATION OR IN ACCORDANCE WITH AN ALTERNATIVE METHOD APPROVED BY
THE CITY. THE CITY BUILDING INSPECTIONS DEPARTMENT WILL REVIEW THE DRAWINGS
AND USE THEM DURING FOUNDATION INSPECTIONS TO ENSURE COMPLIANCE.
THESE DRAWINGS ARE PRIMARILY APPLICABLE TO THE FOLLOWING CONDITIONS:
1. BASEMENT WALLS TEN FEET OR LESS IN CLEAR HEIGHT
2. OVERALL BUILDING HEIGHT NOT EXCEEDING TWO STORIES PLUS A BASEMENT
3. ROOF SPANS NOT EXCEEDING FORTY FEET CLEAR
4. FLOOR SPANS NOT EXCEEDING TWENTY FEET CLEAR
5. WOOD JOIST, LUMBER, OR TRUSS FLOOR AND ROOF SYSTEMS
6. CANTILEVERED CONCRETE WALLS NOT EXCEEDING FOUR FEET IN HEIGHT
SPECIAL CONSIDERATION AND DESIGN MAY BE REQUIRED FOR CONDITIONS BEYOND
THESE LIMITS.
MATERIALS
CONCRETE: MIX IS TO BE DESIGNED BY THE CONCRETE SUPPLIER
F'C = 3,000 PSI (MINIMUM STRENGTH @ 28 DAYS)
STEEL: #5 BARS 8 GREATER — FY = 60 KSI (ASTM A615)
#4 BARS — FY = 40 KSI (ASTM A615)
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
SCOPE, USE GUIDELINES,8 MATERIALS Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Roatl Suite 308 JOB SITE INFORMATION Revision Dale Destription
Minneapolis,Minnesola 55421 � (to be IiNeA out Dy the crontractw)
Pho�e:�63.57t.2500 Fax: 763.571J168 p�y�r:
Bismard-Deddl Lakes-Fargo�MinneapoFs�Siouz Falls
Web:www.ultei9.com Street Address:
� •'
-�engineers DrawnBy:TroyDeGroot ProjectNumber. 206.7200 ^`' D
ChedcedBy:TrevorAxner Date: Januarvt.2007 J�� D
Approvetl By:Craig Oswell Ciry: State'_Zip Cotle:_ Shee�s . 2 of 26
QC COPYRIGHT ULTEIG ENGINEERS INC.2007
i_
' GENERALSTRUCTURALNOTES
GENERAL
1. WALLS ARE NOT TO BE BACKFILLED UNTIL THE CONCRETE HAS REACHED A COMPRESSIVE
STRENGTH SUFFICIENT TO SUPPORT ALL DESIGN LOADS. ADEQAUTE SHORING, AS REQUIRED, IS
THE RESPONSIBILITY OF THE CONTRACTOR.
2. UNLESS SUPPORTED BY ADEQUATE TEMPORARY SHORING, ALL UNBALANCED WALL CONDITIONS
ARE TO BE LATERALLY SUPPORTED AT BOTH THE TOP AND BOTTOM BY FINAL FLOOR
CONSTRUCTION.
3. STRIP FOOTINGS MAY BE PLACED AT AN ELEVATION LOWER THAN SHOWN IN THE DETAILS
PROVIDED ADEQUATE FROST COVER IS MET.
4. FOOTING SIZES NOTED ARE MINIMUMS BASED ON AN ASSUMED NET BEARING CAPACITY OF 2000
PSF. THE ACTUAL BEARING CAPACITY IS TO BE DETERMINED OR VERIFIED BY OTHERS.
5. THE CENTER OF FOOTINGS MAY BE OFFSET A MAXIMUM OF 1" FROM THE CENTER OF THE WALL AND
THE EDGE OF THE FOOTINGS IS.TO EXTEND A MINIMUM OF 2" BEYOND EACH FACE OF THE WALL
BEFORE SPECIAL REVIEW IS REQUIRED.
6. SLOPE GRADE AWAY FROM WALLS A MINIMUM OF 6" WITHIN THE FIRST TEN FEET OR PROVIDE
ADEQUATE DRAINS OR SWALES TO ENSURE SUFFICIENT DRAINAGE AWAY FROM THE STRUCTURE.
7. DRAIN TILE, DAMP-PROOFING OR WATER-PROOFING, AND INSULATION, AS WELL AS THEIR
INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE BY OTHERS.
CONCRETE .
1. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE.
2. THE CONTRACTOR IS TO INSTALL CONTROL JOINTS AS REQUIRED TO REDUCE NORMAL SHRINKAGE
CRACKING.
3. PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT ALL WALL CORNERS AND
INTERSECTIONS. HORIZONTAI WALL REINFORCING CAN BE PLACED ANYWHERE WITHIN IN THE
WIDTH OF THE WALL, PROVIDED MINIMUM CODE COVER REQUIREMENTS ARE MET. LAP ALL HOOKS
AND HORIZONTAL BARS PER NOTE 5.
4. REINFORCING BARS MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS.
5. BAR OVERLAPS DO NOT NEED TO BE TIED PROVIDED THEIR CENTERLINES ARE WITHIN 2" OF EACH
OTHER. ALL BAR SPLICES ARE TO BE A MINIMUM OF 30 BAR DIAMETERS FOR GRADE 40 STEEL AND
48 BAR DIAMETERS FOR GRADE 60 STEEL.
6. PLACE BARS SUCH THAT THEIR FINAL POSITION IS WITHIN 0.5" OF THAT SHOWN IN THE DETAILS.
TYING OF BARS IN PLACE IS NOT REQUIRED PROVIDED SUFFICIENT CARE IS TAKEN TO ENSURE THE
BARS DO NOT MOVE OUT OF TOLERANCE WITH RESPECT TO BOTH POSITION AND CODE COVER.
7. UNLESS NOTED OTHERWISE, DOWELS MAY BE DRILLED IN AND GROUTED AFTER THE WALL IS
PLACED. DOWELS DO NOT NEED TO BE TIED TO THE VERTICAL STEEL.
8. KEYWAY CONNECTIONS BETWEEN THE STRIP FOOTING AND THE WALL MAY BE LOCATED
ANYWHERE WITHIN THE WIDTH OF THE WALL.
9. VERTICAL BARS MAY BE DRILLED AND EMBEDDED INTO THE STRIP FOOTING IN LIEU OF DOWELS.
EMBED THE VERTICAL BARS A MINIMUM OF 5" INTO THE FOOTING.
10. THE BOND BETWEEN THE CONCRETE AND STEEL BARS USED IN THESE DRAWINGS WILL NOT BE
APPRECIABLY REDUCED IF FORM OIL IS PRESENT ON THE REINFORCING BARS, UNLESS NOTED
OTHERWISE. THE PRESENCE OF FORM 011 ON THE DOWELS IN DETAIL S-5A SHOULD BE KEPT TO A
MINIMUM.
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
GENERAL NOTES Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Roatl Suite 30B JOB SITE INFORMATION Revision Date Descrip0on
(to DB tilled out by the Conhacror)
Minneapolis.Minnesota 55421
Phone:763.5712500 Fax: 763.571.1168 pw��;
&snarck�Detrod LakeS�Fargo�Minneapolis�Som Palls
Web:www.ulteig.cwn SVeetAddress:
� �
_ engineers DrawnBy:TroyDeCxool ProjeclNumbar: 206.7200 ^`' //�'
Checked By:Trevor Avner � Da1e: Januarv 1.2007 J � V
Approved By:Crag OsweN Ciry: State'_Zip Code:_ Sheets: 3 ot 26
cO COPYRIGHT ULTEIG ENGINEERS INC.2007
�
+ CONNECTIONS
1. ALL SILL PLATES ARE TO BE ATTACHED TO THE WALLS 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.
SHEAR WALLS BY OTHERS MAY REQUIRE ADDITIONAL ANCHORAGE.
2. SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH THE IRC. ULTEIG
RECOMMENDS INSTALLING A PROTECTION BARRIER BETWEEN THE SILL AND THE CONCRETE.
3. FLOOR MEMBERS ARE TO BEAR A MINIMUM OF 3.5" ON THE SILL PLATE. INSTALL CONTINUOUS RIM
BOARD, BLOCKING, AND CONNECTORS AS SHOWN IN DETAILS S3 AND S4. ANCHOR BOLTS MUST BE
A MINIMUM OF 2.5" FROM EACH EDGE OF BOTH THE SILL AND THE CONCRETE WALL. INCREASE THE
SILL PLATE SIZE AS REQUIRED TO MEET THESE LIMITS AND THE REQUIREMENTS OF THE ENERGY
CODE.
4. ANCHOR BOLTS 0.5" OR LARGER IN DIAMETER DO NOT NEED TO BE GALVANIZED OR OTHERWISE
PROTECTED FROM CORROSION IN ACCORDANCE WITH THE IRC. AlL FASTENERS AND
PREMANUFACTURED METAL CONNECTORS IN CONTACT WITH TREATED LUMBER ARE TO MEET ALl
APPLICABLE CORROSION PROTECTION REQUIREMENTS.
5. MAB15 STRAP ANCHORS MAY BE SUBSTITUTED WITH SIMPSON MAS, USP FA1, USP FA3, 0.5"
DIAMETER EXPANSION ANCHORS (6" MINIMUM EMBEDMENT) OR 0.5" DIAMETER SELF-CUTTING
ANCHORS (SIMPSON TITEN HD, POWER FASTENERS WEDGE-BOLT, OR EQUIVALENT WITH A MINIMUM
OF 4" EMBEDMENT) AT THE SAME SPACING NOTED IN THE DETAILS. ANCHOR BOLTS MAY BE
SUBSTITUTED WITH 0.5" DIAMETER THREADED ROD DRILLED IN AND EPDXY GROUTED SOLID (4"
MINIMUM EMBEDMENT)AT THE SAME SPACING NOTED IN THE DETAILS.
COLD WEATHER CONCRETING GUIDELINES
1. THE CONTRACTOR IS TO WORK WITH THEIR CONCRETE SUPPLIER TO OBTAIN A MIX WHICH WILL
ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF
ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, ANDlOR ACCELORATOR IS
RECOMMENDED AT TEMPERATURES LESS THAN TWENTY DEGREES F.
2. DELIVER THE CONCRETE TO THE SITE WARM AND IN A T�MELY MANNER. PLACE CONCRETE EARLIER
IN THE DAY, IF POSSIBLE.
3. DO NOT ADD EXCESSIVE WATER TO THE CONCRETE. THE USE OF WATER-REDUCING AGENTS IS
RECOMMENDED WHEN WORKABILITY IS OF CONCERN.
4. WALL BLANKETS, OR OTHER ACCEPTIBLE MEANS OF PROTECTION, ARE HIGHLY RECOMMENDED,
OVER THE TOP 24" OF THE WALL,WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F.
5. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS.
6. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE AT THE
TIME OF CONCRETE PLACEMENT.
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS as2 u�nc sT.uNo�n►cEs,MN 55014
GENERAL NOTES Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Road SuRe 308 JOB SITE WPORMATION Revision Date Description
MimieapoNs.Minnesota 55421 Oo be lilled ou�by the tonhacfor)
Plqne:763.571.2500 Faz:763.571.1168 py,rnM:
Bismarck-Detroil Lakes-Fargo�Minneapolis�Siouz FaHs
Web:www.ulteig.com Street Atldress:
�engineers
Drawn By:Troy DeGrool Projecl Number: 206.1200 r1_J D
CAecked 8y:Treva Axner Date: Januarv 1.2007 1 I
Approved By:Craig Oswell Ciry� State:_Zip Code:_ Sheets: 4 of 26 �
CO COPYRIGHT ULTEIG ENGINEERS INC.2007
REINF��RCING BAR AREA
SUBSTITUTIDN TABLE
C2) �4 EQUALS Cl> #6
C3) �4 EQUALS C2> �5
C3> �S EQUALS C2> �6
SUBSTITUTED BARS MUST HAVE EQUAL STEEL STRENGTH
CDNCRETE STRIP FO�TING TABLE
STRUCTURE HEIGHT FULL HEIGHT BRICK VENEER FODTING SIZE
1 FL�OR SYSTEM + RDOF ND 16" x 8"
1 FLDOR SYSTEM + RODF YES 18" x 8"
2 FLD�R SYSTEMS + RD�F � N� 20" x 8"
2 FLDOR SYSTEMS + RDOF YES 22" X g"
NOTES:
1, A FLDOR SYSTEM PERTAINS T❑ WDOD TRUSSES, J�ISTS, OR
LUMBER SPANNING A MAXIMUM ❑F 20 FEET,
2. A R❑OF PERTAINS TD W��D TRUSSES SPANNING A MAXIMUM
OF 40 FEET, BONUS RDOMS ARE T❑ BE CONSIDERED A FLOOR
SYSTEM. '
3. FULL HEIGHT VENEER MAY BE UP TO A MAXIMUM OF 20 FEET
IN HEIGHT, VENEER MAY BE BRICK ❑R STONE, BUT MUST NOT
BE M❑RE THAN 4 INCHES THICK.
4, ALL F�OTING SIZES SH�WN N❑T LABELED AS FULL HEIGHT
BRICK VENEER MAY HAVE UP T� SIX FEET ❑F VENEER.
5, FODTINGS SIZES SH❑WN ARE LABELED AS 'WIDTH' x 'LENGTH'
x CONTINUOUS
6. ALL F❑OTINGS SIZES ARE BASED ❑N AN ASSUMED ALLOWABLE
SOIL BEARING CAPACITY OF 2000 PSF. INCREASE FDOTING
WIDTH AS REQUIRED FOR SPANS AND CONDITIONS VARYING
FROM THESE ASSUMPTIONS,
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES.MN 55014
REINFORCING BAR SUBSTITUTION&FOOTING TABLES Phone:(651)784-2450 Fax:(651)784-2523
JOB SITE INFORMATION Revision Date Description
5201 Eaz�River Road Suite 308 (�o be tilled out by the wntraqw�
Minneapolis,Minnesota 55421 -
Phone:763.5712500 Fax:763.571.1168 pwner:
Bismarck�Detroil lakes-Fargo-Minneapo6s-Sioux Falls
Web:www.ultelg.com Street Address:
�
_ engineers DrawnBy:TroyDeGroot ProjecWumber: 20672QQ C�1 E
CheckedBy:TrevaA■ner Date: Januarv1.2007
Approved By:Crag Oswell Ciry: State:�Zip Code:_ Sheets: 5 of 26 v
OO ' OPYRIGHT ULTEIG ENGINEERS INC.2007
NOTES�
� L SEE Sl FDR NOTES & CONSTRUCTIDN
GUIDELINES.
�"m x 10" LONG ANCHOR BDLTS
w/NUT & HEAVY DUTY WASHER
@ 72" D.C, C7" MIN. EMBED) DR
SIMPSON MAB15 @ 60" O,C, OR WDOD FL�OR SYSTEM
APPROVED EQUAL BY OTHERS
2 x 6 MIN. WODD
SILL PLATE
SLDPE GRADE � z • FLOOR CONNECTION
AWAY FROM � a� SEE SHEET S3
FOUNDATION
_ ,—,_ — =1 I I
' —��1=1 I I-1 I I_I
�—���—��� °
C3> �4 HORIZ, '—I I I—1 . �
BARS 'I I,i il I li
X
• Q
E
e
tt 4 X 2�—U�� ` b
DOWELS @ 72" O,C. � ° 8" MIN, �
C5" EMBED> � CND VERTICAL
� _ , REINF�RCING
REQUIRED)
a
� a a
L� FL❑OR SLAB
I4'��,�, aa d
1� � � °
; a CONTRACTOR DPTIpN:
• •' C2> �4 HORIZ, BARS MAY
C�NCRETE STRIP �' BE PLACED IN F❑�TING IN
FOOTING LIEU OF C2> LOWEST �4
SEE SHEET S1E S E C T I❑N H❑RIZ. BARS IN WALL
100% GRANULAR BACKFILL CGR�UP I>
EQUIVALENT FLUID PRESSURE (Yeq>= 30 PCF
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
8 Ff HIGH FOUNDATION WALL FOR SAND(GROUP 1)SOIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Roatl Sui�e 308 JOB SITE INFORMATION Revision Date Descrip6on
Minneapolis,Minnesota 55421 (to be filled out by ihe conhactor)
Phone:763.5712500 Fax:763.571.1168 qy�:
Bismardc�DeMdl Lekes-Fargo-MinneapoNs-Sioux Falls
Web:www.uReig.com SdeetAdtlress�
'�engineers DrawnBy:TroyDeGrool ProjectNumber 20612W /`�' •^/A
Checked By:Treva Azner Date: Januarv t.2007 J G/..�
Approved By:Craig OsweA Ciy: State:_Zip CoOe:_ Sheets: 6 0l 26 � �
cO COPYR GHT ULTEIG ENGINEERS INC.2007
. NOTES: WALL VERTICAL REINFORCEMENT
1, SEE S1 FDR FURTHER NDTES &
CONSTRUCTIDN GUIDELINES, THICK MINIMUM 'H' REINFORCING
g" lg" NDNE
8" x 6" �6@ 48" ❑.C.
10" 6" NONE
� NO VERTICAL REINFORCING IS REQUIRED
3�"� x 10" LONG ANCHOR BOLTS FOR EITHER 5000 PSI CONCRETE ❑R WALL
w/NUT & HEAVY DUTY WASHER HEIGHTS 4" LESS THAN SHDWN.
e 72" O.C. (7" MIN, EMBED) DR
SIMPSON MAB15 @ 36" D,C, OR WODD FL�OR SYSTEM
APPROVED EQUAL BY OTHERS
2 x 6 MIN. WOOD
SILL PLATE
SLDPE GRADE W�
AWAY FROM = y a FLDOR CONNECTIpN
FOUNDATION '- SEE SHEET S3
—"'=i�1=1 I 1=1 I i���I
''—III—III °� a
C3) #4 HDRIZ. '—I I 1=1
'11=111
BARS „i—i
SEE TABLE FOR a
e
REQUIRED VERTICAL �
REINFORCING o
#4x2'-0" ` �
DOWELS @ 72" �,C, � ° 8" MIN. �
C5" EMBED> ' o
D 2.,
a
� a
��k-- FL�OR SLAB
� ��
m ,
o a C�NTRACTOR OPTIpN:
• • ° C2) �4 HORIZ. BARS MAY
C❑NCRETE STRIP �' BE PLACED IN FOOTING IN
F�DTING LIEU OF C2> L❑WEST �4
SEE SHEET S1E S E C T I D N HDRIZ. BARS IN WALL
GRANULAR & LIGHT CLAY BACKFILL CGROUP II)
EQUIVALENT FLUID PRESSURE C��q)= 45 PCF
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS as2 u�ac sr.uNo�nKEs,MN 55014
8 FT HIGH FOUNDATION WALL FOR SANDY CLAY(GROUP II)SOIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Roatl Suite 308 ��SITE INFORMATION Revision Date Description
Minneapolis,Minr�ewta 55421 (ro be tilled out by the contractor) .
Phone:�63.5712500 Fax:763.577.1168 pwner:
Bismarck-Dehai Lakes-Fargo-Minneapolis-Siouv FaAs
Web:www.ulteig.com Street Address:
. �
_ engineers DrawnBy:TroyDeGroo1 ProjectNumber: 2061200 /`�' •^/D
Checked By:Trevor Ayner Dale: Januarv 1.2007 J�L D
Approved By:Craig Oswep Ciry: State:�Zip Code:_ Sheets: 7 0l 26
cO COPYRIGHT ULTEIG ENGINEERS INC.2007
_ NDTES� WALL VERTICAL REINFORCEMENT
1. SEE Sl FDR FURTHER NOTES &
CONSTRUCTION GUIDELINES. THICK MINIMUM 'H' REINFORCING
B" 24" NDNE
8" 8" �6@ 36" O.C.
10" 8" N❑NE
3�"� x 10" LONG ANCHOR BDLTS
w/NUT & HEAVY DUTY WASHER
@ 4E" O,C. C7" MIN. EMBED> DR
SIMPSON MAB15 @ 24" ❑,C, OR WOOD FLOOR SYSTEM
APPROVED EQUAL BY ❑THERS
2 x 6 MIN. WDOD
SILL PLATE
W
SLOPE GRADE W�
AWAY FROM = cWi,¢ . FLOOR CONNECTIDN
FDUNDATIDN '' SEE SHEET S3
— �III
_"'_��1=1 I 1=1 I 1=1
''—I_I I—I I I °. a
C3> #4 H❑RIZ, '—I I 1=1
BARS 'I I�i il I li
SEE TABLE F�R ¢
0
REQUIRED VERTICAL �
REINFORCING o
�4 x 2'-0" ° �
DOWELS @ 72" ❑.C. ° ° 8" MIN. �
C5" EMBED) � a
D 2��
a
•.i(1J d
L� FLOOR SLAB
k=-�' ��
� ,
o a CONTRACTOR OPT10N;
• • ° C2> �4 HDRIZ. BARS MAY
CONCRETE STRIP �' BE PLACED IN FOOTING IN
FDOTING LIEU OF (2) LOWEST �4
SEE SHEET S1E S E C T I�N HORIZ. BARS IN WALL
HEAVY CLAY BACKFILL (GROUP III>
EQUIVALENT FLUID PRESSURE Cl�eq>= 60 PCF
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS as2 u�a,c sT.uNo�aKEs,MN 55014
8 FT HIGH FOUNDATION WALL FOR CLAY(GROUP III)SOIL Phone:(651)784-2450 Fax:(651)784-2523
52tl1 Easl River Road Suite 308 J08 SITE INFORMATION Revision Date D¢scription
Minneapolis,Minnesota 55421 (�o be filled oul by the contrador) .
Phone:763.5712500 Fax:763.571./168 Owner:
� Bismarck-De1rp1 Lakes�Fargo�AAinneapdis-$iouy Falls �
web:www.une�.�om Sireet Address:
'�engi neers Orawn By:Troy DeGroot Projett Number: 206.1200 •/�)//�'
CAecked By:Trewr Axner Date: Januarv 1.2007 S G V
Approved By:Crag OsweN Ciry: State�_Zip Code�_ Sheets: B ol 26
cO COPYRIGHT ULTEIG ENGINEERS INC.2007
_ NOTES� WALL VERTICAL REINFORCEMENT
1. SEE Sl FDR FURTHER NDTES &
CONSTRUCTIDN GUIDELINES, THICK MINIMUM 'H' REINF�RCING
g" lg" NONE
8" � 8" �6@ 48" O.C.
10" 8" NONE
x NO VERTICAL REINFORCING IS REQUIRED
FDR EITHER 5000 PSI CDNCRETE OR WALL
�"� x 10" LONG ANCHOR B❑LTS HEIGHTS 4" LESS THAN SH�WN,
w/NUT 8� HEAVY DUTY WASHER
@ 72" D.C. (7" MIN, EMBED> ❑R
SIMPSDN MAB15 @ 36" ❑.C, OR WODD FLDOR SYSTEM
APPROVED EQUAL BY OTHERS
2 x 6 MIN. WD�D
SILL PLATE
W
SLDPE GRADE W J
AWAY FR�M = vWi a FLODR C�NNECTION
FOUNDATI�N '" SEE SHEET S3
-"'_��1=1 I 1=1 I II I I�
''—II1=1II °� �
C4) '�4 HORIZ, � '—I I I—I
BARS 'I I,��I I li
SEE TABLE FOR �
, REQUIRED VERTICAL
REINFORCING o
�4 x 2'-0" � �
D�WELS @ 72" D.C, � ° 8" MIN. �
C5" EMBED) � a
D R 2"
a
� a
L� FLOOR SLAB
� ��
m e
CONTRACTOR OPT10N:
•� � �° (2) �4 HORIZ. BARS� MAY
CONCRETE STRIP �' BE PLACED IN FODTING IN
S�ETSHEET S1E S E C T I�N H�RIZ� BARS IN W ALL #4
100% GRANULAR BACKFILL CGROUP I>
EQUIVALENT FLUID PRESSURE CYeq)= 30 PCF
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
9 FT HIGH FOUNDATION WALL FOR SAND(GROUP I)SOIL Phone:(651)784-2450 Fax:(651)784-2523
5201 Easl River Road Suite 308 JOB SITE INFORMATION Revision Date Description
(fi be Htled oW by the conirxtor) .
Minneapolis,Minnesofa SSa21
Plrone:763.5712500 Fax:763.571.1168 pwner:
8ismarck-Dehoil Lakes•Fargo-MimeapoNS-Sian Fa116
Web:www.ulteig.com Slreet Address:
' '�engineers ProjeclNumber: 206.7200 (1—nD
� Drawn 8y:Troy DeGroot
Checked By:Treva Azner Date: Januarv 1.2007 1 /
ApprovedBy:CragOswell Ciry' State:_ZipCode:� Sheets: 9 0l 26 � �
cO COPYRIGHT ULTE'3 ENGINEERS INC.2007
NOTES� WALL VERTICAL REINFORCEMENT
� 1, SEE S1 F�R FURTHER NOTES &
C�NSTRUCrI�N GUIDELINES. rHiCK MiNiMUM 'H� REiNFORCiNG
8" 32" NONE
8" 8" �6@ 36" D.C,
10" 8" N❑NE
�"�A x 10" LDNG ANCHOR BOLTS
w/NUT & HEAVY DUTY WASHER
@ 48" O,C, C7" MIN, EMBED> ❑R
SIMPS�N MAB15 @ 24" O.C. OR WOOD FL❑OR SYSTEM
APPROVED EQUAL BY OTHERS
2 x 6 MIN, W�OD
SILL PLATE
SL�PE GRADE W�
AWAY FROM = vWi a LDDR CONNECTION
FOUNDATIpN ~' SEE SHEET S3
_ ,—�_— — -1I I
' -i I 1=1 I 1=1 I 1=1
''—III—III ° a
C4) '�4 H�RIZ. '-111-J .
BARS 'I I��il I li
SEE TABLE FOR a
a
REQUIRED VERTICAL �
REINFORCING o
#4 x 2'-0" ` �
D❑WELS @ 7z" O,C. ° ° 8.' MIN, �
C5" EMBED> o
❑R � 2..
a
� a
L� FLOOR SLAB
I31 aa
� � e
a a CONTRACTOR OPTIDN:
• •� (2> �4 HORIZ, BARS MAY
CONCRETE STRIP �' BE PLACED IN FDOTING IN
SE�T HEET S1E LIEU ❑F (2> L❑WEST �4
S E C T I�N HORIZ, BARS IN WALL
GRANULAR & LIGHT CLAY BACKFILL <GRDUP II>
EQUIVALENT FLUID PRESSURE <Yeq>= 45 PCF
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
9 FT HIGH FOUNDATION WALL FOR SANDY CLAY(GROUP 11)SOIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Roaa Suite 308 JO9 SITE INFORMATION Revision Date Descripfion
(lo De IiYeA out by the conhactor)
Minneapolis,Minnesota 55421 �
Plwne:763.571.2500 Fax:763.571.i168 p,vner:
Bismardi•Detroit Lakes�Farpo-FAirmeapolis�Sioux Falls
Web:www.utteig.com SVeelAddress:
f
� engineers DrawnBy:TroyDeGroo� ProjectNumber:� S 2E
Checked By:Trevor Axner Date: Januarv 1.2007
Approved By�Craig Oswep Ciy: State�_Z�p Code:_ Sheels: 10 0l 26 �
cO COPYRIGHT ULTEIG ENC NEERS INC.2007
. NOTES� WALL VERTICAL REINFORCE�IENT
l, SEE Sl FDR FURTHER NOTES &
C�NSTRUCTION GUIDELINES. THICK MINIMUM 'H' REINFORCING
g" 42" NONE
8.� 8.. �6@ 24" ❑,C. x
10" 24" NONE
10" 8" . �6@ 36" D,C.
�"� x 10" LONG ANCHDR BOLTS � ALTERNATIVE C2) �5 @ 36" O,C.
w/NUT & HEAVY DUTY WASHER
@ 36" O.C. C7" MIN, EMBED> ❑R
SIMPSON MAB15 @ WOOD FLOOR SYSTEM
16" �.C, DR APPROVED EQUAL BY �THERS
2 x 6 MIN. WOOD
SILL PLATE
W
SLDPE GRADE w�
AWAY FROM = vWi a FLOOR CONNECTION
F�UNDATIDN '' SEE SHEET S3
—"'_�i I-1 I I-1 I I���I
''-111-111� °� �
C4) �4 HORIZ. '=111=1
BARS 'I I���I I li
SEE TABLE FOR a
0
REQUIRED VERTICAL �
REINFDRCING o
�4 x 2'-0" ° �
DDWELS @ 72" ❑,C, � ° 8" MIN, �
C5" EMBED) ' a
❑ 2��
a
.�cu a
L� FLO�R SLAB
I3,i ea
� � a
a a CONTRACT�R OPTtON:
• • ° C2> �4 HORIZ, BARS MAY
CONCRETE STRIP �' BE PLACED IN FO�TING IN
SEETS EE T S1E S E C T I�N HORIZ� BARS N WALL �4
HEAVY CLAY BACKFILL CGR�UP III)
EQUIVALENT FLUID PRESSURE (7eq)= 60 PCF
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
9 FT HIGH FOUNDATION WALL FOR CLAY(GROUP III)SOIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River RoaC Suite 308 JOB SITE INFORMATION Revision Date Description
Minrceapolis,Minnesota 55421 (ro be filled out by Me coMractor) .
Ptrone:763.5712500 Fax:763.571.1168 pwner:
&smarck-Detrdt Lakes�Fargo-Minneapdis-Sioux FaAs �
Web:www.ufleig.com StreetAddress:
� �
_ engi neers Drawn By:Troy DeCvoot Prqect Number: 2061200 (1_/1�
Chedced By:Trevw Asner Date: Januarv 1.2007 1 L
ApprovedBy:Crai90swell Ciry: State:__2ipCode:_ Sheels: 71 0l 26 v
OO COPYRIGHT ULTEIG ENGINEERS INC.2007
� NOTES: WALL VERTICAL REINFORCEMENT
1. SEE S1 FOR FURTHER NOTES &
CONSTRUCTI�N GUIDELINES. THICK MINIMUM 'H' REINFORCING
8" 36" NONE
g.� 8., �6 @ 36" ❑,C.
1p"x 8" �6@ 48" O,C.
12�� g" NDNE
� NO VERTICAL REINFDRCING IS REQUIRED
�"� x 10" LDNG ANCH❑R BOLTS FOR EITHER 4000 PSI C�NCRETE OR WALL
w/NUT & HEAVY DUTY WASHER HEIGHTS 4" LESS THAN SH❑WN.
e 60" O,C. C7" MIN, EMBED) OR
SIMPSDN MAB15 @ 24" ❑,C, pR WO�D FLOOR SYSTEM
APPRDVED EQUAL BY OTHERS
2 x 6 MIN. WO�D
SILL PLATE
W
SLOPE GRADE W J
= W� FLDOR CDNNECTION
FOUNDA T DN N~ SEE SHEET S3
—"'=i I 1=1 I 1=1 I I���I �
''—I I I—I i l ° �
(5> �4 HORIZ, '—I I I—I
BARS 'I I��il I li
X
SEE TABLE F�R f
REQUIRED VERTICAL -
#4 x 2'-0" ` REINF❑RCING �
DOWELS @ 72" O,C, � ° 8" MIN. �
C5" EMBED) � a
❑ 2.�
a
�� d
L� FL�OR SLAB
3' °°
a a
CONTRACTOR OPTION:
•� � • ° (2) �4 H❑RIZ, BARS MAY
CONCRETE STRIP �' BE PLACED IN FO�TING IN
S�OT SHEE T S1E S E C T I�N HORIZ� BARS N WALL �4
100% GRANULAR BACKFILL (GR�UP I>
EQUIVALENT FLUID PRESSURE Cl�eq)= 30 PCF
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
10 FT HIGH FOUNDATION WALL FOR SAND(GROUP I)SOIL Phone:(651)784-2450 Fax:(651)784-2523
JOB SITE INFORMATION Revision Date Description
5201 East River Road Suite 308 (ro pe rylled out by IAe contracla) .
Minneapolis,Mi�ewla 55421
Phone:J63.577.2500 Fax:763.571.1168 Owner'
Bismardc�Detroit lakes�Fargo-IAinneapdis-Sioux FaNs
Web:www.ulteig.cdn StreetAddress:
�enaineers `
b Dmwn By:Troy DeGroot Project Number. 2 120 �1—/'��
Checked By:Treva Axner Date: Januarv 1.2007 , 7 �
AppmvedBy�CraigOswell Ciry: State:_ZipCode:�_ Sheets� 72of 26 v
QQ COPYRIGHT ULTEIG ENGINEERS INC.2007
NOTES: WALL VERTICAL REINFORCEMENT
� 1. SEE S1 FOR FURTHER NOTES &
C�NSTRUCTI�N GUIDELINES. THICK MINIMUM 'H' REINFORCING
8" 8.. #6@ 24" O,C,
10" 32" NONE
10" 8" �6 @ 36" ❑,C,
�"�d x 10" L�NG ANCHOR BOLTS 12�� 8�� NONE
w/NUT & HEAVY DUTY WASHER
@ 36" �.C. (7" MIN. EMBED) OR
SIMPSON MAB15 @ 16" D,C, OR WOOD FLOOR SYSTEM
APPROVED EQUAL BY OTHERS
2 x 6 MIN. WDOD
SILL PLATE
SLOPE GRADE W J
AWAY FROM = cWi�¢ FLDOR CONNECTION
FOUNDATIDN ~' SEE SHEET S3
_ ,—�_ _ -1 I I
' —��1=1 I 1=f I 1=1
''—III—III °
CS) �4 HORIZ, '=1 I 1=l . �
BARS ���,ii���i
X
SEE TABLE FOR �
a REQUIRED VERTICAL
REINFORCING o
#4 x 2'—0" ° �
DOWELS @ 7z" ❑.C. ° ° 8" MIN, �
CS" EMBED) a
D z„
e
.�, a
L� FL❑�R SLAB
�=�Y ��
e, ,
, a CDNTRACTOR OPTIpN:
• • � <2) �4 HORIZ, BARS MAY
CONCRETE STRIP �' BE PLACED IN FOOTING IN
FO❑TING LIEU ❑F C2> LOWEST �4
SEE SHEET S1E S E C T I�N HORIZ, BARS IN WALL
GRANULAR & LIGHT CLAY BACKFILL CGR❑UP II)
EQUIVALENT FLUID PRESSURE C1(eq>= 45 PCF
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
10 FT HIGH FOUNDATION WALL FOR SANDY CLAY(GROUP II)SOIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Road Suile 308 JOB SITE INFOAMATION Revision Date Description
Minneapolis,Minnesota 55<21 (�be h��out by tl�e conhaciw)
�hone:763.5712500 Fax:769.571.1168 prvner;
&smarck-Detidl Lakes-Pargo�Minneapo6s�Sioux Falk
Web:www.ufleg.com S[reetAddress:
� �
_ engineers DrawnBy:TroyDeGroo� P�ol����� Z � •/�)
Checked By�Trewr A�ner Date: Januarv 7.2007 S L H
Approved By�Creg Oswell City: Sta�e:�Zip Code:_ Sheets: 13 of 26
cO COPYRIGHT ULTEIG ENGINEERS INC 2007
. NOTES� WALL VERTICAL REINFORCEMENT
1, SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES. THICK MINIMUM 'H' REINFDRCING
6" 12" �6@ 18" D.C.
10" 42" N�NE
10" 12" �6@ 24" O.C,
12" 12" �6 @ 36" ❑.C.
3�"� x 10" LONG ANCHOR B�LTS
w/NUT & HEAVY DUTY WASHER
@ 24" O,C. C7" MIN, EMBED>
WOOD FLDOR SYSTEM
BY OTHERS
2 x 6 MIN. WOOD
SILL PLATE
W
SLOPE GRADE w�
AWAY FROM = vWi a FLOOR CONNECTIDN
FDUNDATIDN '' SEE SHEET S3
-"'_�I 1=1 I 1=1 I II I I�
''—I t I—I I I� °� �
CS) #4 HORIZ, '=1 I 1=1 •
BARS 'I I��il I I�
X
SEE TABLE FOR ¢
a
REQUIRED VERTICAL �
REINFORCING o
�4x2'-0" ` �
DOWELS @ 72" ❑,C. ° ° 8„ MIN. �
C5" EMBED) ' a
❑ 2,�
a
-�cu a
L� FLOOR SLAB
I3,1 a a
� m a
, a C�NTRACTOR OPTION:
• • � (2) �4 H❑RIZ. BARS MAY
C❑NCRETE STRIP � BE PLACED IN FOOTING IN
FOOTING LIEU �F (2> LOWEST �4
SEE SHEE T S1E S E C T I 0 N HORIZ, BARS IN WALL
HEAVY CLAY BACKFILL CGROUP III>
EQUIVALENT FLUID PRESSURE (�'eq>= 60 PCF
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
10 FT HIGH FOUNDATION WALL FOR CLAY(GROUP III)SOIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River RoaO Suite 308 JOB SITE INFOiiMA710N Revision Dale Description
Minneapolis,Minnesota 55421 (ro be M1lletl ouf by the coMractor) .
Phone:763.5712500 Fax�763.571.1168 Ownec
� Bismarck�Detroit lakes�Fargo-Minreapolis�Siau Faqs
Web:www.ulteig.com Street Address:
' '�engineers Drewn By: Troy DeGroot Projed Number: 206.1200 /`'1' /•1J
Checked By:Trevor Axner Dale: Januarv 1.2007 J L J
Approved By: Craig Oswell Ciry: State:�Zip CoOe'� Sheets: 14 ot 26 V
Qc COPYRIGHT ULTEIG ENGINEERS INC.2007
JOISTS L 24" D,C. MAX,
SPACING BY OTHERS
i/2"� x 10" LONG
ANCHDR BOLTS w/
NUT & HEAVY
DUTY WASHER
C7" MIN. EMBED) OR 3���
SIMPSON MAB15 ❑R MIN.
APPROVED EQUAL
SEE S2 FOR
SPACING
a JOIST TD SILL CDNNECTIpN
WASHER TO BE SEE TABLE
INSTALLED TIGHT
w/ TOP OF SILL � SEE SHEET S2 FDR WALL
REINFORCEMENT
2 x 6 MIN. WOOD REBAR NOT SHOWN FDR
SILL PLATE CLARITY
DETAIL
I-JDISTS OR LUMBER TDP OF WALL CDNNECTIDN
CDNNECTI�N TABLE
CLEAR JOIST SAND SANDY-CLAY CLAY
HEIGHT SPACING CGRDUP I) CGROUP II> CGROUP III>
16" C3) 8d TOENAILS C3) 8d TOENAILS (3) 8d TOENAILS
8�-��� 19.2" (3) 8d T�ENAILS (3) 8d T�ENAILS C3) 16d T�ENAILS
24" C3) 16d TOENAILS J�IST HANGER JOIST HANGER
16" <3> 8d TDENAILS C3> 8d TOENAILS <3> 8d TDENAILS
9'-0" 19.2" C3> 16d TDENAILS JOIST HANGER JO1ST HANGER
24" JDIST HANGER J�IST HANGER J❑IST HANGER
16" <3> 16d TOENAILS JOIST HANGER JOIST HANGER
10'-0" 19.2" C3> 16d TOENAILS JOIST HANGER JDIST HANGER
24" JOIST HANGER JOIST HANGER JDIST HANGER
�lDIE�
1. FILL ALL JOIST HANGERS NDTED w/ MIN. (6> lOd x 1 1/2" NAILS INT❑ SILL
AND NO NAILS INTO JOIST
2. JDIST HANGER TYPE TD BE BASED �N WIDTH �F I-J❑IST FLANGE ❑R
THICKNESS ❑F LUMBER.
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
JOIST BEARING CONDITION Phone:(651)784-2450 Fax:(651)784-2523
5201 East Hiver Road Suile 30B JOB SITE INFOfiMATION Revision Dale Deunp6on
Minneapolis,Minnesota 55421 (�a�e fiNetl out by the contracta) .
Pnone:763.5712500 Fa�:76�.577.1168 pwner:
Bismarck-De1rd1 lakes-Fargo-Minne�oGs-Siour FaNs
Web:www.u0aig.com Shee�Address:
�engineers D�awnBy:TroyDeGroot PmjeclNumber. 2061200
CAecked By:Trevor Axner Da1e: Januarv 7.2007 S_3 A
Approved8y�CraigOswNl Ciry: State:�ZipCotle:� Sheets: 15 of 26
c� ':OPYRIGHT ULTEIG ENGINEERS INC.2007
TRUSSES 2 24" O.C, MAX.
SPACING BY OTHERS
2 x RIBBDN BRACE
1/2"� x 10" LDNG
ANCHDR BDLTS w/
NUT & HEAVY 3���
DUTY WASHER MIN.
C7" MIN. EMBED> OR
SIMPSUN MAB15 ❑R
APPROVED EQUAL
SEE S2 FOR
SPACING
TRUSS TO SILL C�NNECTIDN
2 x 6 M1N. WOOD SEE TABLE
SILL PLATE °
WASHER TO BE a SEE SHEET S2 FOR WALL
INSTALLED TIGHT n REINFORCEMENT
w/ TOP OF SILL DE T AIL CLARR Y�T SHOWN FOR
TRUSS TOP OF WALL CDNNECTION
CONNECT�I�N TABLE
CLEAR JOIST SAND SANDY-CLAY CLAY
HEIGHT SPACING (GRDUP I) CGROUP II) <GROUP III>
16" c3> 8d T�ENAILS C3) 8d T�ENAILS (3> 8d TDENAiLS
e'-0'� 19,2" C3) 8d TOENAILS C3) 8d TOENAILS C3) 16d TDENAILS
24" C3> 16d TOENAILS Cl> SIMPSON A35 <1) SIMPSON A35
16" (3> 8d TOENAILS C3> 8d TDENAILS C3) 8d TOENAILS
9'-0" 19.2" C3) 16d TOENAILS Cl> SIMPSON A35 <1) SIMPSON A35
24" Cl) SIMPS�N A35 1) SIMPSDN A35 & 1) SIMPSON A35 &
Cl) 16d TDENAILS (2) 16d TOENAILS
16" C3) 16d TOENAILS (1> SIMPS�N A35 <1) SIMPSDN A35
19.2" C3) 16d TOENAILS Cl) SIMPSON A35 1) SIMPS�N A35 &
10'-0" Cl) 16d TOENAILS
24" Cl) SIMPS�N A35 1> SIMPSON A35 & 1> SIMPS�N A35 &
(1> 16d TOENAILS C2> 16d TOENAILS
�E�
1. SIMPS�N A35 CLIPS ARE TO HAVE C6) 8d x 1 1/2" NAILS 1NTD EACH
LEG OF CLIP. CLIP MAY BE EITHER SIDE OF TRUSS BDTTDM CHORD.
2. SIMPSON A35 CLIPS MAY BE SUBSTITUTED w/ USP MPA1 AS REQUIRED.
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
TRUSS BEARING CONDITION Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Road Suite 308 J00 SITE INFORMATION Revision Date Descripllon
(to be tilletl oW by ihe contrxtor) � .
Minnea{qlis,Minnesota 55421
Phone:763.5772500 Fa�c:763.571.1168 pwnec
Biunardc-Detrdt Lakes-Farpo�AMnneapolis�Sioux Fatls
Web:www.ulleig.com Siree�AdCress:
� �
_ engineers DrawnBy:TroyDeGroot Prol��Number: ? , S 3B
Checked By�Treva Axner Llale: Januarv 1.2007
ApprovedBy:CragOsweA Ciryt State:_ZipCotle: Sheets: 16 0l 26
CO COPYRIGHT ULTEIG ENGINEERS INC.2007
FLOUR DIAPHRAGM IS T� BE SHEATHED
WITH WDOD STRUCTURAL PANEL T & G
SHEATHING WITH AN ADEQUATE SPAN
RATING. NAIL SHEATHING w/ 8d NA1LS
2 6" D.C. AT ALL EDGE SUPPORTS &
12" D.C. AT ALL INTERMEDIATE
SUPPORTS. INSTALL SHEATHING
PERPENDICULAR TO FLDOR JUISTS & 1N
A STAGGERED PATTERN lOd NA1LS 2 6" D.C.
MANUFACTURED OR MIN. 2
<16> lOd NAILS x 10 R1M JOIST
INTD BLOCKING JOIST HANGER (USP OR SIMPSON>
w/ (8> lOd x 1 1/2" NAILS TO
PLATE & NO NAILS TO JD1ST
�R
SIMPSDN A35 ANCHORS w/ (6)
8d x 1 1/2" NAILS EACH LEG
BDTH S1DES DF BLOCKING
� � 2 x 6 M1N. W��D SILL
PLATE SEE S-2 FOR
ANCHURS
WODD FLOUR JOISTS SEE SHEET S-2 FOR WALL
BY �THERS ' ° REINFORCEMENT REBAR NOT
° SHOWN
MANUFACTURED OR M1N, 2 x 10 � SLOPE GRADE
BLOCKING ° a AWAY FRDM
Q 48" U.C. ( SAND > OR FOUNDATION
2 36" D.C. C SANDY-CLAY ) OR °�� �� —� I I I I i—
Q 24" D,C. C CLAY > IN FIRST I I I I ( I �
C2) JOIST SPACES w/ (4) lOd . _i � �_
TDE NAILS EACH END TO J�IST
WALL SECTI❑N
PARALLEL T❑ FRAMING
I-JOISTS �R LUMBER FLDOR JOISTS
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
JOIST AND LUMBER BLOCKING DETAIL Phone:(651)764-2450 Fax:(651)784-2523
5201 East River Road Suile308 J08 SITE INFORMATION pevision Date Descriptlon
Minneapolis,Minnesota 55421 (�o be tilled oul by the eontracior) .
Phone:763.571250p Fax:763.571.1168 Owner: .
Bismarck�Detrat LaXes�Fargo-Minneapofs-Siou„Falls
Web:www.ulleg.com SdeetAddress: �
' �engineers DrawnBy:TroyDeGrool ProjectNumber. 206.1200
Checked By:TrevaA:ner Dale� Januarv 1.2007 S- 4A
ApprovedBy:CreigOswHl Ciry: State:_ZipCode�� Sheets: 77 0l 26
OO COPYRIGHT ULTEIG ENGiNEERS INC.2007
FLOUR DIAPHRAGM 1S TO BE SHEATHED
WITH WDOD STRUCTURAL PANEL T & G
SHEATHING WITH AN ADEQUATE SPAN
RATING. NAIL SHEATHING w/ 8d NA1LS
Q 6" O.C. AT ALL EDGE SUPPDRTS &
12" �.C, AT ALL iNTERMEDIATE
SUPPDRTS. 1NSTALL SHEATHING
PERPENDICULAR TO FLDOR JUISTS & 1N
A STAGGERED PATTERN
C16> lOd NAILS lOd NAILS e 6" �.C.
INTO BLOCKING
RIM TRUSS BY OTHERS
INSULATION PER CODE
AT'TACH BOTTOM CHORD OF RIM
TRUSS TO S1LL w/ MiN. C6> lOd
NA1LS EACH SIDE OF BLOCKING
2 x 6 MIN. W�OD SILL
PLATE SEE S-2 FOR
ANCHDRS
SEE SHEET S-2 FUR WALL
REINFURCEMENT REBAR NDT
WODD FLDOR TRUSSES � � SHOWN
BY MANUFACTURER . ° SLUPE GRADE
2 x 4 BLUCKING TOP & BOTTOM a a , AWAY FR�M
OF TRUSSES 1N F1RST (2) TRUSS FDUNDATION
SPACES �
Q 48" O,C, ( SAND ) OR � � �
e 36" D.C, ( SANDY/CLAY ) OR ° • ° —I I I � I �—
2 24" D.C, ( CLAY ) w/
(4> lOd TOE NAILS EACH END I . , I I � � �_ �
3/4" PLYWODD ONE SIDE OF
SPACES w/N8>j8d N 1LST OP WALL SECTI�N
& BOTTOM PARALLEL T� FRAMING
TRUSSES
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
TRUSS BLOCKING DETAIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Roatl Suite 308 JOB SI7E INFORMATION Revisbn Date Description
Minneapolis,Minnesota 55421 (�o be lilled ouI�y Ihe contrxbr) .
Phone:763.571.2500 F�:763.571.1168 pwner:
Bismarck�Detrat lakes�Fargo�Minneapdis�Sioux FaAs
Web:www.ulteig.com StreetAtldiess:
�1 engi neers Drawn By Troy DeGroo� ProjecY Numher: 206.1200 n_,A1 n
Checked By'TrevwAxner Date: Januarv 1.2007 1 �,y L�
Approved By:Crag OsweA Ciry: Stale:�Zip Code:� Sheets� 18 0l 26 v �
OO COPYRIGH ULTEIG ENGINEERS INC.2007
�� .
1, SEE Sl FOR FURTHER NOTES &
CONSTRUCTIDN GUIDELINES,
1/2"� x 10" LDNG
ANCHOR BOLTS FRAMING BY OTHERS
C7" MIN, EMBED> OR
SIMPSON MAB15
ANCHDR OR APPR❑VED 2 x 4 MIN. WODD
EQUAL @ 72" O.C. SILL PLATE
SLDPE GRADE 8" °
AWAY FR�M MIN.
FOUNDATIDN „_i�,_ o (ll �4
�I_I�;,III-1 HORIZONTAL BAR X
a AT TOP OF WALL �
6" MIN, �
e �
'�t
�4 x 2'—0" D�WELS �FLDOR SLAB
@ 48" D,C, CSAND) a
@ 36" �,C, CSANDY/CLAY) , � �
@ 24" �,C. CCLAY> a �
(5" MIN, EMBED> CENTERED � 20" WIDE x 8" THICK STRIP
IN WALL, D�WELS ARE TO FOOTING (MIN.)
BE WET SET DR DRILLED 1N PROVIDE CODE REQUIRED
AND EP❑XY GR�UTED T❑ FROST PROTECTIpN TD
F�OTING. BOTTOM OF F�OTING -
WALL SECTIDN
LOOK❑UT WALL
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
LOOKOUT/GARDEN WALL DETAIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Road Suite 308 �OO SITE INFORMATION Revision Date Description
Minneapolis,Minnesota 55421 (�o be filled out by Ihe conVacta) ,
P�one:763.5712500 Fax'763.571J168 Own¢r
Bismartk-Detroil Lakes�Fargo�Mimeapds�Sioux FaNs
Web:www.uBeig.com StteetAddress:
' '�engineers DrawnBy TroyDeGroot ProjeclNumbec 2 .2
Checked By:Trevor Axner Da�e: Januarv 1.2007 S_5 A
Approved By�Craig Oswe9 Ciry: State:�Zip Code:_ Sheets: 19 0l 26
QC COPYRIGHT ULTE 3 ENGINEERS INC.2007
NO_
' 1. DUWELS DR OTHER FOOTING TO WALL
CONNECTIONS ARE NDT REQUIRED IF
BACKFILL IS PLACED EQUALLY DN BOTH
SIDES 1N ALTERNATING LIFTS NOT
EXCEEDING 24" IN HEIGHT,
2. SEE S1 FOR FURTHER NOTES &
CONSTRUCTIDN GUIDELINES,
1/2"� x 10" LONG
ANCHOR BDLTS
C7" MIN. EMBED> OR
SIMPSON MAB15
ANCHOR OR APPROVED FRAMING
EQUAL 2 72" O.C. �BY ❑THERS
, 2 x 4 MIN, WODD SILL
❑PTIONAL 8" MAX. DEEP PLATE WIDTH T❑ BE
C�NCRETE STEM WALL MIN, FRAMEWALL
THICKNESS TO BE M1N.
THICKNESS
SILL PLATE WIDTH
e �
SL�PE GRADE 8" MIN. ° II�;,III-1 �
AWAY FROM SLAB ON
FOUNDATIDN ��_��'_ GRADE
�[I,;,I{I-1 0 �1) �4 z
�4 x 2'-0" DOWELS @ H�RIZONTAL BAR �
72" O�C� C5" MIN. EMBED) e AT TOP OF WALL =
- ❑R 6" MIN. `o
� INSULATION BY M
� , ATHGARAGET RO T
TYP. 3" WALLS
e o
o -- CDNCRETE STRIP FD❑TING
SEE SHEET S1E
PROVIDE CDDE REQUIRED FROST
PROTECTION TO BDTTOM OF
F�❑TING
WALL SEC T I�N
WALKDUT WALL
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
RESIDENTIAL FROST WALL DETAIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Road Suite 308 JOB SITE INFORMATION pevisim Date Description
(to be filled out by tlre contracta)
Minneapolis,Minnesota 55421
Pl�one:763.5712500 Fax:763.571.1168 pwner:
Bismarck-Dehoit Lakes-Farpo-Afinneapolis-Siauc Falis �
Web:www.ulteig.can Street Adtlress:
' �engi neers Drawn By:Troy DeGroot Project Number:,�,Q¢.]�QQ S 5 B
Checked By:TrevorAxner Date: Januarv 7.2007
Approved By�Crag Oswell Ciry� State:_2ip Code:_ Sheets: 20 of 26
cO COPYRIGHT ULTEIG ENGINEERS INC.2007
��
' 1. SEE Sl FOR FURTHER NOTES &
C�NSTRUCTION GUIDELINES.
2. THE BOTTOM OF FO�TING MAY BE LOWER
THAN SHOWN.
L
•O 1 I i�1�I-'
� ' '�4 x 5'-0" HODKS o 3�
� @ 48" O.C. "N
,
.
ALTERNATE DETAIL
FRAMING BY ❑THERS
1/2"0 x 10" LONG SLAB ON GRADE
ANCHOR BOLTS - �
C7" MIN. EMBED> OR � N .� 2 x 4 MIN. WDOD
SIMPSON MAB15 -----
A N C H�R D R A P P R D V E D x W ;,I_„—,_=1 SILL PLATE
EQUAL @ 72" O.C. �o � e � OPTIONAL 2" SLAB LEDGE
�
�i � � � �4 x 4'-0" HOOKS -
SLOPE GRADE `0 Z � , @ 24" O.C. � 3'-0"
AWAY FROM M e , DRILLED 1N AND
F�UNDATIDN • ' EPDXY GROUTED SDL1D
,,,=il�_ � <SEE ABOVE DETAIL FOR
�11=111=1 „ � ALTERNATIVE CDNNECTION)
#4 x 2'-0" D❑WELS e "' 12 0 �
72" D.C. (5" MIN. EMBED> MIN. ; �4 HORIZ. BARS @ 36" ❑,C.
_ D R ' AT CDNTRACT❑R'S OPTION
PROVIDE RIGID INSULATI�N
� ON INSIDE FACE BY OTHERS
� 8" THICK MIN.
TYP. 3" 20" WIDE x 8" THICK
a STRIP F��TING CMIN,)
° � PROVIDE CODE
� REQUIRED FROST
PROTECTION TO BOTTOM
OF FODTING
WALL SECTIDN
WALL AT GARAGE WITH L❑W GRADE
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
REAR GARAGE WALL DETAIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Road Suite 308 JOB SITE INFORMATION Revision Date Descripfion
(to be filletl out by ihe conhactor)
Minneapolis,Minnesofa 55421 �
� Phone' 763.5712500 Fax:763.571J168 p,rner:
Biunarck-Detrd�Lakes-Fargo-Minneapolis-Sbm Falls
Web:www.Nteg.com Slreet Address:
•
_ engi neers Drawn By:Troy DeGroot Projecl Number. 2061200 ^`- G//'�'
Checked By:Trevw Axner Date: Jam�arv t.2007 J�J V
Apprwed By:Craig Oswell Ciry: State:�Zip Code:� Sheefs� 21 of 26
�c COPYRIGHT ULTEIG ENGINEERS INC.2007 '
NOTES:
' 1, DOWELS OR DTHER F�OTING TO WALL
CONNECTIONS ARE NDT REQUIRED IF
BACKFILL IS PLACED EQUALLY ON BDTH
SIDES IN ALTERNATING LIFTS NDT
EXCEEDING 24" IN HEIGHT,
2. SEE Si F�R" FURTHER NDTES &
CONSTRUCTIpN GUIDELINES,
� 1/2"� x 10" LONG ANCHOR
BOLTS C7" MIN, EMBED) DR OPTIONAL
SIMPSDN MAB15 ANCHOR• DR CONTROL JOINT
APPROVED EQUAL @ 72" WO�D FRAME
D.C. WALLS BY DTHERS
fFLDOR
SLAB
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, ,...__. __ ,
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WALL SECTIDN
RESIDENTIAL MULTI—FAMILY COMMON WALL
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS as2 u�nc sr.uNo uaKEs,MN 55014
TOWNHOUSE COMMON WALL DETAIL Phone:(651)784-2450 Fax:(651)784-2523
� 5201 East River Road Sui�e 308 JOB SITE INFORMATION Revision Date Descripfion
(ro be filled out by ihe coniraCtor)
Minneapdis,Minnesota 55421 �
Phone:763.577.2500 F�:763.571.1168 pWn�:
Bismarck-Delron Lakes-Fargo-Mimeapolis•Siou�Falk
Web:www.uNeg.com Streel Address:
' �engi nee rs Drawn By:Troy DeGroW Projec�Number. 2pG 001 J�5 D
Checked By:7revrnAzner Da�e: Januarv i.2007
Approved By:Craig Oswen City: State:_Zip Code�_ Sheets: 22 of 26
cO COPYRIGHT ULTEIG ENGINEF�S INC.2007
�
. NOTES� GRADE BEAM CAPACITY�
1. PROVIDE BEAM DEPTH TO GIVE CODE GRADE BEAM CAN SUPPORT A UNIF❑RM
REQUIRED FROST PRDTECTIpN BELOW FINAL SERVICE LDAD ❑F 5000 PLF OR A
GRADE OR PRDVIDE 4 THICK x BEAM POINT LOAD DF 10000 P�UNDS AT ANY
" LOCATIDN ALONG THE GRADE BEAM.
WIDTH POLYSTYRENE INSULATIDN UNDER
THE GRADE BEAM,
2. GRADE BEAM REINFDRCING MAY BE BUNDLED
UP TD 3 BARS T� A BUNDLE.
3, GRADE BEAM IS TD BE A MINIMUM OF 6"
NOMINAL THICKNESS,
4. EXTEND REINF�RCING BARS A MINIMUM OF
12" BEYOND EACH END OF THE GRADE
BEAM.
5, ❑PTI�NAL CONTROL JOINT AT END OF THE
GRADE BEAM.
6. THE DISTANCE BETWEEN FOOTING STEPS <z> �4 HORIZONTAL
MUST BE GREATER THAN 2x THE HEIGHT BARS BOTH TOP &
❑F THE MAXIMUM STEP. BOTTOM OF BEAM
7, SEE S1 FOR FURTHER NOTES &
CONSTRUCTIDN GUIDELINES. SEE NOTE 5 TYP.
, SEE DTHER DETAILS FOR
SEE OTHER DETAILS FOR ¢ WALL REINFORCEMENT
WALL REINFORCEMENT � GRADE LINE
z
�
�
(U
M
SEE NDTE 1 CONCRETE F�OTING
_ __._ . ___
FDOTING MAY EQ Ea
EXTEND AS
REQUIRED �
1
1 C MPACTED FILL OR Z
� IRGIN MATERIAL �
CONCRETE S ABLE BANK
FD�TING N
C�MPACTED FILL 6'-0" MAX, SPAN °O
MATERIALN GRADE BEAM STEP F��TING SECTIDN A
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
JUMP STEP FOOTING DETAIL Phone:(651)784-2450 Fax:(651)784-2523
5207 East Fiiver Road Suite 308 JOB SITE INfORMATION Revision Date Description
(to be lilled out by the contrattor) ,
Minneapolis,Minnesota 55421
Phone:763.571.2500 Fax:763.57t.1168 Uvner:
Bismarck�Delydl Lakes-Fargo-MinneapoGs-Sbu�Falls
We6:www.ulteg.com Street Address'
�engineers DrawnBy TroyDeGrool PrqeclNumber:� S 6A
Checked By:Trevw Axner . Date: Januarv 1.2Do7
Approved By'Crag Oswell City: State:�ZiD Code:_ Sheets: 23 0l 26
OO COPYRIGHT ULTEIG ENGINEERS W� .2007
,
. NOTES:
1. SEE Sl FOR FURTHER NOTES &
CONSTRUCTI�N GUIDELINES.
FOUNDATION WALL REINFORCING TO BE
AS DETAILED 1N SECTIONS
EXTEND BARS 24"
INTO HIGH WALL (1) �4 HORIZ. BAR
AT BOTTOM ❑F WALL
X
H
�1) �4 � f
VERT, BAR C�MPACTED � �
FILL DR :�
CONCRETE VIRGIN
FODTING MATERIAL
2S
COMPACTED FILL ❑R
VIRGIN MATERIAL
CONTINU�US STEP F��TING
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 ULAC ST.UNO LAKES,MN 55014
CONTINUOUS STEP FOOTING DETAIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Road Suite 308 JOB SITE INfORMATION Revision Da�e Descripfion
Minneapolis,Minnasota 55421 (to be filled art by Ihe contracla) ,
Phone:763.5712500 Fax:763.571.7168 pW�:
Bismarck-Detroil Lakes•Fargo-Mimeapolis-Siwx Fatls
Web:www.ulteig.com Sireet Adtlress:
�engi neers Drawn By'Troy DeGrool Project Number:�1 Q S 6 B
C�ecked By�Trevor Axner Date: Januarv t.2�7
Approved By:Craig Oswell Ciry� State:_Zip Cotle�� Sheets 24 of 26
cO COPYRIGHT ULTEIG ENGINEERS INC.2007
� NOTES:
1, MINIMUM WINDOW WELL SIZE TO BE 36" x
36" 1NS1DE. MAXIMUM WINDDW WELL SIZE
TO BE 40" x 72" iNSIDE.
2, PERPENDICULAR WALLS TD HAVE LAPPED
HODK BARS AROUND C�RNERS AND INTD
BASEMENT WALL.
3, JAMB EACH SIDE OF OPENING TO HAVE
ADDITIDNAL C2) VERTICAL �4 BARS
MINIMUM FULL HEIGHT,
4. SEE S1 F�R FURTHER NOTES &
CDNSTRUCTION GUIDELINES.
S, LADDER DR ALTERNATIVE MEANS OF
ESCAPE TO BE 1N ACCORDANCE WITH THE
CODE,
6. LINTE� OVER OPENING MAY BE WO�D �R
STEEL BY DTHERS.
7. VERIFY GIRDER TRUSS DR BEAM DOES NOT
ALIGN OVER CONCRETE LINTEL SHDWN, F�OOR SYSTEM
WINDDW WELL 3'-0" MIN. BY OTHERS
SLOPE GRADE
AWAY FROM
FOUNDATIDN
8" MIN. <1> 5 HORIZ. BAR -
6" WALL HORIZ. BARS � 2" TO TOP & `D �
�4 e 12" O.C, — ° � BOTTOM OF LINTEL r- �
WALL BEYDND
CENTERED IN WALL � I � Z
8'' WALL HORlZ. BARS C3> "4 H�RIZ, - z
NONE REQUIRED BARS. EXTEND � � x
6" MIN. 24" M1N. PAST i� � �
a 4 VERTS, @ OPENING EACH z _
48" O.G TYP, � _ END o
.
GRANULAR ° SLOPE � �
r,
MATERIAL —I I I
8" MIN. M� ��
SEE NOTE 3 FDR JAMB C�NC. WALL
REINFORCEMENT a•"
FLODR SLAB
�4 x 2'-0" DOWELS ------ �
@ CORNERS OF ° a ° C�NCRETE STRIP FOOTING
WELL ONLY CS" ------ SEE SHEET S1E PROVIDE
MIN. EMBED) C�DE REQUIRED FROST
PROTECTION T❑ BDTTOM
DF FOOTING
TRIP I FDOTING <MIN,> W A L L S E C T I�N
@ WINDOW WELL
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014
WINDOW WELL DETAIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River Roatl Suite 308 JOB SITE INFORMATION Revision Dale Description
Minneapolis,Minnewta 55421 (�o be fllled out by tAe conhaclq) . �
Pho�:763.5712500 F�:763.571.1168 pwnec
Bismardc-Detrdt lakes•Fargo-M'umeapoRs�Sioux faNs
Web:www.ulteig.com Sireel Address:
•
_ engineers DrawnBy TroyDeGroo� ProjectNumber. 206.1200 ^`' 7
G�eckedBy:TrevorAxner Date: Januarv1.2007 J� /
ApprovedBy�.CraigOswell Ciry: Stale:_ZipCotle'� Sheels: 25 of 26 �
cO COPYRIGHT ULTEIG ENGINEERS INC.2007
� .
� I,��A�LL BRICK/STONE VENEER AND SLABS �N GRADE SUPPORTED BY WALL LEDGE ARE
BY �THERS,
2. STANDARD VENEER MAY DVERHANG LEDGE UP TO 1",
FRAME WALL
BR1CK/STUNE FRAME WALL BR1CK/STONE BY UTHERS
OR SLAB DN BY UTHERS OR SLAB DN �-
GRADE WDOD FLODR GRADE
SYSTEM BY SLAB ON
DTHERS SLUPE GRADE GRADE
SLOPE GRADE AWAY FROM �
AWAY FRDM
FOUNDATION M N • �
FOUNDATIDN 8" �II���III�I�I li� �'
M1N 16" HIGH � -"� 16" HIGH
,,,_��,_ , 8' MIN. WALL . „
�[I�;,I I I-I MAX. x 6' SEE S5 FDR MAX. x 4
10" MIN. WALL W1DE M1N. MDRE INFURMATIDN WIDE MIN,
SEE S2 FDR STEMWALL (6" M1N, e 2" � : STEMWALL
MORE 1NFDRMATI�N � LEDGE)
C8" MIN, 2 2"
�ED�E> DE T A I L
D E T A I L S�M, @ LOOKOUT
SIM, @ N�N-BEARING � �
FRAME WALL FRAME WALL
BY OTHERS BRICK/STONE BY OTHERS
WOOD FLOOR OR SLAB DN
SYSTEM BY
BRICK/STONE OTHERS SLAB ON
OR SLAB ON GRADE
GRADE a
X
Q � —
6" MIN. SLUPE GRADE � N =�
W1DTH o 6" MIN.
SLUPE GRADE AWAY FROM w
AWAY FROM STEMWALL . FDUNDATIpN -� N WIDTH
F�UNDAT10N STEMWALL
'�1=111
'i 1=1 I I 1F WAL� 1S 12" 'i 1=1
12" 'i�_� UNREINFORCED MAX I I I p 4 D�WELS C
MAX, -111 PROVIDE �4 10" MIN. WALL - , 36" �,C, (M1N.
10" MiN. WALL DOWELS FULL SEE S5 FOR � 24" EMBED
SEE S2 FOR ` � HEIGHT @ 36" - MORE INFORMATIDN INTO LOWER
MORE 1NFORMATIDN D.C, CM1N, 24" C8" MIN. @ �" WALL)
(8" M1N. 2 2" - EMBED INTO LEDGE)
LEDGE> LOWER WALU D E T A I L
D E T A I L siM. @ �ooKouT
SlM, @ NON-BEARING
2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC.
FOUNDATION DRAWINGS as2 u�nc sr.uNo�KEs,MN 55014
BRICK LEDGE DETAIL Phone:(651)784-2450 Fax:(651)784-2523
5201 East River RoaC Suite 30B JOB SITE INFORMATION Revision Date Description
(to be lilled out by Me conlraclor) .
Minneapolis,Minnesota 55421
Phone:763.571.2500 Fax:763.571.1168 Owner:
Bismardc-Detroil lakes•Fargo•Minneapdis-Sioux Falls
Web:www.ulteig.com Stree[Adtlress:
• "
=�engineers DrewnBy:TroyDeGroot ProjeclNumber: 206.12W /`�' /�,�[
Checked By:Trevw Axner Date: Januarv 1.2007 J�U
Approved By:Craig Oswell Ciry: State:�Zip Code'� Sheets: 26 0l 26
cQ COPYRIGHT ULTEIG ENGINEERS INC.2007
� �! �c� D TIME
CITY OF ORONO CALLED IN � � �
INSPECTIO�TICE SCHEDULED �
PERMIT NO COMPLETED
ADDRESS
OWNER CONTR.
TELEPHONE NO. � ' o? 'GS 7�
� DESCRIPTIO�� — � ���
� ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS
y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
_ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
Z OWNERICONTRACTOR TO MEEf YOU:_YES_NO
� COMMENTS:
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0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWtTHIN HOURS. ppHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
�STOP ORDER POSTED.CALL INSPECTOR
❑IIJSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952) 249-4600
OwnerlCon s' :
Inspecto
White Copyllnspeclor's File Canary CopylSite Notice
� `/ � y TE TIME �
CITY OF ORONO CALLED IN �/�O/D g'
INSPECTION TI E SCHEDULED ��30
PERMIT NO. / COMPLETED � 1r{
ADDRESS a'�� jl���� �
OWNER CONTR. a��
TELEPHONE NO. �T � �S��1 �J'Cg� � /��
� DESCRIPTION �v� `
� �'J-F60TING � MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS
y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
Q ❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
� ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
i ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J p PLUMBING FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
c�., COMMENTS:
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W��O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
O IfJSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952) 249-4600
OwnerlContracto
Inspector.
White Copyllnspector's File CBnary CopylSite Notice
� - � �- �/
� DAT� TIME
CITY OF ORONO CALLED IN
INSPECTION N TI�E SCHEDULED O� /�
PERMIT NO. �d�/� COMPL ED
ADDRESS �S
OWNER CONT ✓
TELEPHONE NO. 5� ���`—a
. �
�
� DESCRIPTION �
� ❑ FOOTING � MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q �'FFD�IMING ❑ MECHANICAL FINAL ❑ LAKESHORFJWETLANDS
y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
� ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
i ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATIOWREMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
c� COMMENTS:
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0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFOREC�IERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN
INSPECTOR WFLL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTIOIJ REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 forthe next inspection 24 hours in advance. (952) 249-4600
OwnedConVactor on si :
Inspector.
White Copy/lnspector's File Canary Copy/Site Notice
CL a� �� ,/
�a o�, TIME
CITY OF ORONO CALLED IN 5
INSPECTION�TICE SCHEDULED o?.'30
PERMIT NO.�'< aZ/7�--� OMPL ED
ADDRESS Q G LQ�L
OWNER CONTR. �-�
�
TELEPHONE NO. — S — �' c� ��"
� DESCRIPTION ��:��. -' !�-0`'�-�-('
� ❑ FOOTING p MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORENVETLANDS
Q �INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
i ❑ PLUMBING Rt ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUN�ATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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0 �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFOREC�/ERING PERMANENT
❑CORRECTUNSAFECONDITIONWiTNIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETItRN
�STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
� IPtSPECTIONREQUIRED.CALLTOARRANGEAGCESS.
Cati forthe next inspection 24 hours in advance. (952) 249-4600
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Inspector.
White Copyllnspector's Flle Canary Copy/Site Notice
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Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTfON
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
? ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU YES_NO
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V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
� INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
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Inspector. � � / ��� �
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_SCRIPTION OF PREMISES ' I
..f Lot 4, Biock 1, HOLLY ACRES 2ND ADDITION, according to the recorded plat
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