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Home My WebLink About2003-P05950 - new structure .' OF ORONO PERMIT :elley Parkway - PO Box 66 Permit Number: Pos9so �I Bay, Minnesota 55323 Permit Type: NeW sr��cure ) 249-4600 Date Issued: ii2ii2oo3 � ADDRESS: 665 Ferndale Rd N WAYZATA,MN 55391 1 D: 3 6-118-23-11-0003 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Permit Class: Building Census Code 101 Permit Type: New Shucture Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolution#: Separate permits required: i'iumoing iviecnanicai Septic rirepiace rire irrigaiion Weii�staiej Eiec�ricai�siaiej NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 5,575.50 Valuation: $ 993,000.00 Plan Review Fee: $ 3,645.53 State Surcharge Fee: $ 500.50 TOTAL FEE: $ 9,721.53 APPLICANT: Lundgren Brothers Const. QWNER: F G BASTIAENS/L M BASTIAENS 545 Indian Maland E 665 FERNDALE RD N Wayzata,MN 55391 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. ��, �; ` D 1 � � �C.P �> �Yt a=r� �..�flw � �. i A PL1CA PF TEE S1GNA'CUR13 ISSUED BY SIGNATURE Copies: 1-File(SiQnitures Required). 1-Applicant, 1-Monthlv Reports. 1-Assessin�, 1-Finance Page 1 �►- � ;�U��S�� \ �-� Total Fee: $ `-�;� < <� i , `'�!� �\� Date Received: ; ��' Entered By: '`�1°.� �� Permit #: i ,� � �/ ��= % O�Z i , �� , �` CITY OF ORONO - BUILDING PERMIT APPLICATION „ , ;� t , � " All information must be submitted in full before plan review will be started. - (please print all information) ---------------------------------------------------------------------------------------------------------------------- THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR �'G'i � , JOB SITE ADDRESS: , L�- ZIP: .5� � �� NAME OF OWNER: .CC�.I�,.�� PHONE: (home) (work) MAILING ADDRESS: �� ,�� Z��! ,��CITY: r,�� . ZIP:��' �� CONTRACTOR: .c�� " ;.J /��yJ �ha� PHOi�TE: �p %,�- CI/�-��3 CONTACT PERSON: .,.,� c MOBILE/PAGER: f�- �j/�-d�7..3 MAILING ADDRESS: �� - � ,�,�_ �. CITY: �/Q ��. ZIP: ��j � STATE LICENSE: # � l � ARCHITECT/ENGINEER: �Lr -..J ,LZ 2�� PHONE: �5��- �7�-�%�' MAILING ADDRESS: ��->� CITY: ZIP: NAME: — REGISTRATION# -- TYPE OF WORK: New .�( Addition Accessory Structure Move Remodel/Alteration Land Alteration '� — PROPOSED WORK(describe in detai�: ��2,�i ` �yz� 2�,.l�.t-,� STORIES: .�� SQ.FEET OF EACH FLOOR: ��v� NO. OF BEDROOMS: � GARAGE STALLS: ATT. � DET.� ESTIMATED CONSTRUCTION VALUATION(excluding land): $ ��J��i�`�� I hereby apply for a building permit and I acknowledge that the information above 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 I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: DATE: f'��' �l' -U�� NOTE! Parade of Homes events require se arate permit approval by Police Department and City Counci160 days prior to the event. Non permitted events will not be allowed. 9 � Sec.13.04 RIGHTSOFSUBJECTSOFDATA Subdivision I. Type of data. The rights of individua!on whom the dala is stored or fo be stored shall be as set forth in this section. Subd.2. Injormation required to be given individuaL An indrvidual asked to supply private or confidential data concerning himselj shall be injormed of.• (a)the purpose and intended use ojthe requested data wrthin the collecting state agency,political subdrvisron,or statewide system;(b)whether he may refuse or is lega!!y requrred to supply the requested data;(c)any known consequence arising from his supplyrng or refusing to supplyprivate or confrdential data;and(dJ the idenlrry of other persons or entities authorized by state orfederal lmv to receive the data. This requirement shall not apply when an individual is asked to supply imestigative data,pursuant to section 13.81, subdrvision S, to a lmv enforcement officer. The commissioner of revenue mav place the notrce required under this subdivision in the rndividual income�ax or properry tax re(und instructions instead ofon those forms. Subd.3. Access ta data by 1ndlviduaL Upon request to a responsible authority,an individual shall be injormed whether he is the subject of stored data on individuals, and whelher it rs classifred as public,private or confidential. Upon his further request,an individual who is the subject of stored private or publrc data on individuals shall be shotivn the data ivithout any charge to him and,if he desrres,shall be informed of the content and meaning of that data. After an rndividual has been sho�vn the private data and informed of its meaning, the data need not be drsclosed to him jor six months thereafter unless a dispute or action pursuant 10 thrs section is pendrng or addrtional data on the indivrdual has been collected or created. The responsible authorrty shal!provide copres oJthe private or publrc data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs ojmaking,ceriifying,and compiling lhe copies. The responsible authority shall comply rmmediately,if possible,with any request made pursuant to this subdivisron,or withrn five days oJthe date of the request,excluding Saturdays,Sundays and legal holydays,f immediate compliance is not possrble. IJhe cannot comply with the request withrn that trme,he sha!!so rnform the individual,and may have an addrtional frve days tivithin ivhich to comply with the reguest,excluding Saturdays,Sundays and lega!holidays. Subd.4. Procedure when data is not accurate or complete An individual may contest lhe accuracy or completeness ofpublic or private data concerning himselj. To exercise thrs right, an individua!shall notify in writing lhe responsible authority describing the nature oj the disagreement. The responsible authorrty shall within 30 days either: (a)correct the datafound to be inaccurate or rncomplete and attempt to notify past recipients of inaccurate or rncomplete data,rncluding recipients named by the rndividual;or(b)notify the individua!that he believes the data to be correct. Data in drspute shall be disclased only if the indivrdual's statement of drsagreement rs rncluded with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisrons of the administrative procedure act relating to contested cases. DATA PRIVACYADVISORY In accordance with M S./3.04,Subd.2, "Rrghts ojsubjects of data",we would like to inform you that your request for a perm it or license from the City of Orono or any of its departments may require you to furnish certain prrvate or confrdentra!information. You are notifred that: l. The information you furnrsh will be used to determine your qualification for the permrt or license requested. 2. You may refuse to supply data, but refusal may requrre that the City deny the permit or license. 3. The information may be shared with other loca/,state or federal agenci�s to the extent necessary to process the permit or license. 4. Ij'your requested permit or license requires Counci!action to approve,some rnjormatron may become public. 5. You have certain rights under M.S.13.04(see follotivrng page)to revietiv private data on yourselj. 6. Your full name rs required to process this applrcation or permit. PLEASE PRINT First Middle Last n '� Address i j j r �.7 City State Zip Phone 1 un tand my ights as slated above. � Signature 10 . � CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESSORLEGAL: C�6S �1rc�tz� r'�.R�bv�c�: PID: � DESCRIPTION OF WORK ��w �2�5. ---------------------------------------------- ----------------------------------------------------------±------o------ ZONING I�EVIEW BY: � DATE APPROVED: � !6 3 BUILDING REVIEW BY.• DATE APPROVED: � - r L •o-3 FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes � No PLANREVIEW Yes ✓ No SEWER CONNECTION STATE SURCHARGE Yes�� No WATER CONNECTION INVESTIGATION FEE Yes No � PARK FEE SAC Yes No � SITE INSPECTION Number of SAC Units �� ru..�, OTHER (specify) ------------------------------------------------------------------------------------------------------------------------ ZONING CHECK LIST Zoning District: Fire Department: Post Office: School District: Lot Area: Sq.ft. �I �,2.�3 S Acres 2•5 S Width 2�g.3 5 Depth 31 3 Survey Submitted: Yes�c_ No Date of Survey: ( - 1-u3 Proposed Setbacks: , Front (Lake): Z Q `c3 Right Side: 1'1 v� Rear (Street): `�S� Left Side: 3c�� Adjacent Structures: 3� Wetland: Building Height: Def. Hgt. 30 Peak Hgt. 3� Lot Coverage: /U y►�1 Pc�.Ec.�M. �►Pl��a-� Grading: Staff Approval Date: � - ��- d 3 By: oPr�� Council Approval Date: -- Septic: Staff Approval Date: I-(6 -�� By: /h Q Zoning File: # — Resolution: �# — Resolution Date: -- Shoreland District: �'U C7 Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS(in house): 32 B UILDING REVIEW CHECK LIST UBC: n' -3 CONSTRUCTION TYPE: �N _ Sq Footage $Per Sq Ftg Basement x = 1 st Floor x — 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ 5`�73, ooa �' Inspections Required: Work Requiring Separate Permits: Site �_Plumbing Fire Hardcover Removal oC Mechanical Water Connection _ cL Footing C Septic Sewer Connection �c_Framing p� Fireplace �, Lawn Irrigation � Insulation p{ (Masonry) Other � Wall Board _�c (Mfg.) /� Well (State Perntit) d- Final Grading/Filling � Electrical (State Permit) Other REMARKS(INHOUSE): ------------------------------------------------------------------------------------------------------------------------ REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 33 �� ,�`' 4'�, , ��,�; �� =s,. ��a��: ��THIS AGREEMENT is made by Guillame Bastiaens, the owner of certain property in the City of Orono, and the City of Orono, located in the County of Hennepin, State of Minnesota. Whereas, Guillaume Bastiaens (Hereinafter "the Owner") owns the property at 665 North Ferridale Road legally described as: (Exhibit A attached); and Whereas, the Owner has applied to the City of Orono for a building permit in order to construct a new residence on the property; and Whereas, the property contains an existing residence and detached garage which the Owner wishes to continue to use for dwelling purposes during construction of the new residence, and further wishes to continue to use as a temporary guest house and detached garage for a finite period of time after completion of the new principal structure; and Whereas, Orono Zoning Code Section 10.03, Subdivision 7 allows for the use of an existing dwelling during construction of a new principal structure subject to a permit issued by City staff; and Whereas, the Owner agrees that Orono ordinances do not allow a detached second dwelling unit to remain in place on the property except and unless a Guest House Conditional Use Permit has been approved by the city Council; and Whereas, the Owner acknowledges that the Property does not contain the full 4 acres required to meet the City ordinance standards for a Guest House Conditional Use Permit, hence approval of such a Permit is not guaranteed and requires a variance; and Whereas, the City of Orono is willing to allow the existing residence and garage to remain in use as a dwelling unit on the property until the new residence has been completed, if the owner agrees to promptly rernove the existing residence and garage when the Certificate of Occupancy has been issued for the new residence; and Whereas, the Owner has agreed to remove the existing residence and garage promptly upon issuance of a Certificate of Occupancy for the new residence, unless a Guest House Conditional Use Permit has been approved for further continued use of the existing residence and garage, in which instance the Owner has agreed to abide by the terms and conditions of such approval. Now Therefore, in consideration of these premises, and other good and valuable consideration, the owner and the City of Orono do hereby agree as follows: 1. The City of Orono will issue a building permit to the Owner or his agents for the construction of a new principal residence, subject to the normal and customary submittals and zoning and building code reviews. 2. Owner agrees that he will remove the existing residence and garage no later than thirty (30) days after issuance of a Certificate of Occupancy for the new residence, unless a Guest House Conditional Use Permit has been approved for further continued use of the existing residence and garage, in which instance the Owner agrees to abide by the terms and conditions of � . such approval. 3. The Owner agrees that in the event the Owner is not successful in obtaining a Guest House Conditional Use Permit for continued occupancy of the existing residence and garage, (and/or in the event that the Owner is not successful in obtaining a variance to 10.03, Subd. 9D if one is required), if the Owner fails to remove the existing residence and garage within the time period specified above, the City may enter the Property, remove the e�cisting residence and gazage, and recover its costs from the Owner, or assess the property in order to recover the costs, as the City determines is in its best interests. 4. The Owner agrees that the Owner will make application for the appropriate Conditional Use Permit(s) and/or variance(s) within a timeframe that would allow for fmal City action prior to the anticipated date of issuance of a Certificate of Occupancy for the new residence. IN WITNESS WHEREOF, Guillaume Bastiaens and the City of Orono do hereby execute this Agreement. This Agreement is effective as of the date set out below. .� . :/% City o Orono r �!J�"L G/�U�'1t D}�✓✓/✓'`�'7� ,' -- v: �� :.� / � By its 7�.L�vi�� i/��.r'z__ Date ��'it IZ�� 2�•.� —/O�-4� 1 , � _ _ _ i 1� _� � �„� - - �, � i� � � i j' ,,._ .._.._..--'___ __.. ' ► � i � i., . � . . _ ' _ _. � _ . __ ;.j_ . ._... . ___ __ ...._ . (/ . . _ . ,;j ... _.. _.._..,_------.._._. . . ..,i .._ . __.._ .... . c:��v' , �� _. r,,,�t� �'�.�-7 __. _ ,, ,__-- -----., !�, �b 'L- � a'� _ _ . � _��: �.�.�, . --„ � , % G �� - �� r �,� -- � ,� � ,, �i - �' � _ „ �z� _ � : _ _ � � . _ _ _ N �� ' ,:'. .. ._ ...___ _ - _ . N �/ -- 0 �� . ,� � � ti .��, �� _ ,� , _� � � a . . �%t�7 7 �7' , Q�' !�'P�/ �,�-, '.�i � ` ' ' ` G'-/ Z: -- '- .__ _-- -----� ',;;_ - 8Q�-' �S1,1r3 �� c� � � 'r� _ OI/ �"�� ,� �2� � ��1 o,�G �i�� -��►� -�.9-� �o� .1'r o�il�/ � : �� .��.�� . . . . �� i s;� �k �v • I I MNcheck COMPLIANCE REPORT I � Minnesota Energy Code � Permit # � MNcheck Software Version 3 .0 � � � � � Checked by/Date � � � COUNTY: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 10-28-2002 DATE OF PLANS : OCt. 25, 2002 TITLE: Custom Division PROJECT INFORMATION: Guillaume and Lilane Bastiaens Residence 625 N. Ferndale Road Wayzata, Mn COMPANY INFORMATION: Lundgren Bros. Construction Custom Division 545 Indian Mound East Wayzata, Mn NOTES: Custom Walkout COMPLIANCE: PASSES Required UA = 985 Your Home = 892 9.5o Better Than Code Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 2900 44.0 0.0 78 WALLS: Wood Frame, 16" O.C. 520 19.0 2 .0 29 WALLS: Wood Frame, 16" O.C. 599 19.0 2.0 34 WALLS : Wood Frame, 16" O.C. 440 19.0 2.0 25 WALLS : Wood Frame, 16" O.C. 1452 19.0 2 .0 81 WALLS: Wood Frame, 16" O.C. 1664 19.0 2. 0 93 BSMT: Conc. 9. 0 ' ht/8. 5 ' bg/9.0' insul 1503 10.0 0.0 92 GLAZING: Windows or poors, Above Grade 161 0.350 56 GLAZING: Windows or poors, Above Grade 520 0.350 182 GLAZING: Windows or poors, Above Grade 280 0.350 98 DOORS 77 0.350 27 DOORS 228 0.350 80 DOORS 20 0.350 7 FLOORS: Over Unconditioned Space 349 33 .0 0.0 10 HVAC EQUIPMENT: Furnace, 90.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit applicatioii. Tne proposed building has been designed to meet the requirements of the Minnesota Energy Code. Builder/Designer Date �0'�'�r r ♦ DRAWING SCOPE & INDEX ��° �� '� ., '.' � . . SGC2PE OF WORK THESE YEAR 2002 CAST-IN-PLACE CONCRETE FOUNDATION DRAWINGS CONSISTING OF S-1 THROUGH S-9 DATED 1-1-02 ARE PREPARED BY J. H. DAHLMEIER ENGINEERING INC. THESE DRAWINGS ARE TO BE USED ONLY BY THE QUALIFIED CONTRACTOR LISTED IN THE TITLE BLOCK BELOW. THESE DRAWINGS CONTAIN DESIGN INFORMATION FOR THE CONSTRUCTION OF CAST-IN-PLACE CONCRETE FOUNDATIONS FOR VARIOUS CONDITIONS COMMON IN THE RESIDENTIAL MARKET. THEY INCLUDE INFORMATION FOR THE CONCRETE CONTRACTOR, AS WELL AS THE GENERAL CONTRACTOR. THE CITY BUILDING INSPECTION DEPARTMENTS WILL CONDUCT FOUNDATION INSPECTIONS AS NEEDED TO ENSURE COMPLIANCE WITH THESE DRAWINGS. DRAWIALG INDEX S1A — SCOPE & INDEX S1 B — GENERAL NOTES S2A — 8 FT HIGH FOUNDATION WALL FOR SAND (GROUP I) SOIL S2B — 8 FT HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP II) SOIL S2C — 8 FT HIGH FOUNDATION WALL FOR CLAY (GROUP I11) SOIL S2D — 9 FT HIGH FOUNDATION WALL FOR SAND (GROUP I) SOIL S2E — 9 FT HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP II) SOIL S2F — 9 FT HIGH FOUNDATION WALL FOR CLAY (GROUP III) SOIL S3A — GARDEN WALL DETAIL S3B — GARAGE FROST WALL DETAIL S3C — RESIDENTIAL FROST WALL DETAIL S3D — REAR GARAGE WALL DETAIL S3E — TOWNHOUSE COMMON WALL DETAIL S4A — JUMP STEP FOOTING DETAIL S46 — CONTINUOUS STEP FOOTING DETAIL S5 — SOIL GRADE CHART S6 — FLOOR DIAPHRAGM DETAIL S7 — BLOCKING DETAIL S8 — CONCRETE LINTEL CHART & DETAIL S9 — WINDOW WELL DETAIL LUNDGREN BR�THERS CONSTRUCTI�N �°ozooi ULTEIG 545 INDIAN MOUND EAST DRAWN BY NGINEERS INC� ucr�ic �F� S - lA W A Y Z A T A, M N 5 5 3 91 JH � East Rlver Road Surte CHECKED BY Minnenpolls, MN 55421 O 1/O 1/0 2 P h o n e� C 9 5 2> 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fax 952-472-4761 �. .'' GENERAL STRUCTURAL NOTES 1. WALLS ARE NOT TO BE BACKFILLED UNTIL THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH SUFFICIENT TO SUPPORT ALL DESIGN LOADS. 2. PRIOR TO THE START OF BACKFILLING, ALL WALLS ARE TO BE LATERALLY SUPPORTED AT BOTH TOP AND BOTTOM BY FLOOR CONSTRUCTION OR BY ADEQUATE TEMPORARY BRACING. 3. WALLS LESS THAN 30 FEET LONG WITH EQUAL FILL ON BOTH SIDES REQUIRE NO REINFORCING EXCEPT DOWELS. WALLS LONGER THAN 30 FEET REQUIRE HORIZONTAL REINFORCING �OWELS. 4. HORIZONTAL WALL REINFORCING CAN BE PLACED ANYWHERE IN THE WALL, PROVIDED MINIMUM COVER REQUIREMENTS ARE MET. 5. MAXIMUM WALL LENGTH ALLOWED WITHOUT A CONTROL JOINT IS 50 FEET. 6. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS. 7. STRIP FOOTINGS MAY BE PLACED AT AN ELEVATION LOWER THAN SHOWN IN THE SECTIONS PROVIDED REQUIRED FROST COVER IS MET. 8. 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 12 INCHES OF EACH END. 9. SPLICES NEED NOT BE TIED PROVIDED BAR CENTERLINES ARE WITHIN 2 INCHES OF EACH OTHER. 10. ALL BAR SPLICES SHOULD BE A MINIMUM OF 30 BAR DIAMETERS. 11. PLACE BARS SUCH THAT FINAL POSITION IS WITHIN 1/2�� OF THAT SHOWN IN THE DETAILS. 12. DOWELS FROM FOOTING INTO THE WALL MAY BE DRILLED AND GROUTED. 13. REINFORCING BARS MAY BE BUNDLED UP TO THREE TO A BUNDLE. 14. DOWELS DO NOT NEED TO BE TIED TO THE VERTICAL STEEL. 15. TYING OF BARS IN PLACE IS NOT REQUIRED PROVIDED THAT SUFFICIENT CARE IS TAKEN TO ENSURE THAT THE BARS DO NOT MOVE OUT OF TOLERANCE POSITION AND MEET ALL CLEAR COVER REQUIREMENTS. 16. FOUNDATION DRAIN TILE IS TO COMPLY WITH UBC APPENDIX 1824.3 AND 1824.4 OR AN APPROVED EQUAL. 17. FOOTING SIZES ARE MINIMUMS BASED ON A 2000 PSF ASSUMED BEARING CAPACITY. ACTUAL BEARING CAPACITY TO BE DETERMINED BY OTHERS. 18. FLOOR JOISTS AND TRUSSES ARE TO BEAR A MINIMUM OF 3.5" ON SILL PLATE AT TOP OF WALL. INSTALL CONTINUOUS RIM BOARD AND CONNECTORS AS SHOWN IN DETAILS. INSTALL INSULATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENERGY CODE. LUNDGREN BR�THERS CONSTRUCTI�N �°ozooi ULTEIG s45 INDIAN MOUND EAST o�wN � ENGINEERS INC, ��Tf,� � s - 1B W A Y Z A T A, M N 5 S 3 91 JHD 5201 East RNer Road Sulte 30 P h o n e� C 9 S 2> 4 7 3-0 9 9 3 CHECKED BY M�nneapot�s, MN 55421 O 1/O 1/02 JHD Phone 952-472-4746 Fax 952-472-476 . MATERIALS N❑TES C�NCRETE� 3000 PSI 2 28 DAYS 1, PRIOR TO BACKFILLING, FOUNDATION AGGREGATE: FTG - il/z" MAX WALLS MUST BE LATERALLY WALLS - 3/4" MAX SUPP�RTED BY FLO�R CONSTRUCTION REINFORCING� ASTM A615 GRADE 40 FOR �4 BARS AT BDTH TOP AND BOTTOM OR BY ASTM A615 GRADE 60 FOR #5 & GREATER BARS ADEQUATE TEMPORARY BRACING, BACK 100% GRANULAR - GROUP I 2. USE A MINIMUM ❑F C2)1/z"� x 8" A,B, FILL; EQUIVALENT FLUID PRESSURE w/ Ci) NUT & WASHER OR A SIMPS�N C Yeq > = 35 PCF MAB15 ANCHDR FOR EACH PORTION OF GRDUP BASED ON CDDE, SEE S-5 SILL PLATE, PLACE A ANCHOR WITHIN 12" ❑F EACH END. 2x10 FLODR SYSTEM 3. MAXIMUM WALL LENGTH ALLOWED WITHOUT 2x JOISTS e 24 o,c, MAX. A CONTROL JDINT IS 50 FEET, SPACING BY DTH'ERS 4, FOUNDATI❑N DRAIN TILE MUST C❑MPLY w/ UBC APPENDIX 1824.3 & 1824,4 DR AN APPRDVED EQUAL. 1/z" S� x 8" A.B. 5, SEE Sl FOR FURTHER NDTES & W/Cl>� NUT & WASHER C�NSTRUCTI�N GUIDELINES. 2 60 D.C. OR SIMPSON MAB15 2 48"O.C. OR APP'D EQUAL SIMPSON A34 < ANCHOR W/4 8d 2 x 6 TREATED � NAILS EACH LEG ____ W�OD PLATE N.S ❑R F,S OF JDIST � � SEE DETAIL � I-JDIST FL❑❑R SYSTEM SLOPE TJI J❑ISTS Q 24"o,c. MAX GRADE AWAY � , SPACING BY OTHERS FROM FDN. ' � ,,,_�I�_ NO VERTICAL �I I�;,I I I-1 o REINFORCING 1/z" � x 8" A.B, C3) �4 HDRIZ, REQUIRED W/Cl) NUT & WASHER BARS ON TIES e Q 60"D,C, OR SIMPSDN ,� MAB15 2 48"D,C. �R JDIST HANGER CUSPJL26R �4 x 2'-0" x APP'D EQUAL OR SIMPSON LU26R> DDWELS 2 ° � 8" MIN. � • a lOd NAILS TO PLATE & �� C� " 2 x 6 TREATED ND NAILS IN FLANGE � � i WD�D PLATE , � FLODR SLAB TRUSS FL��R SYSTEM DRAIN e TRUSSES L 24"o,c. MAX TILE �_ • � � � SPACING BY DTHERS O e � o . ° . 8" x 18" FTG, 1/2" � x 8" A.B, CMIN) e 6o��ocTOR iMPs N WALL SECTIDN MAB15 2 48"O.C, OR APP'D EQUAL SIMPSON A35 < ANCHOR W/6 8d 2 x 6 TREATED " NAILS EACH LEG W�OD PLATE N.S ❑R F.S OF TRUSS �°��'�'°" "°. ULTEIG �RouP 1 LUNDGREN BR�THERS C�NSTRUCTI�N o2ooi 545 INDIAN MOUND EAST oruwN ar , ENGINEERS INC 8� WAL� � ULTE/G cMwvcr,rs S — 2A W A Y Z A T A, M N S S 3 91 JHD 5201 Eost R�ver Rond Sulte 30 CHECKED BY Mlnneapolls, MN 55421 O 1/O 1/0 2 P h o n e� C 9 S 2> 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fax 952-472-476 � MATERIALS �� CONCRETE� 3000 PSI 2 28 DAYS i. PRIOR TO BACKFILLING, FOUNDATION AGGREGATE; FTG - 11/2" MAX WALLS MUST BE LATERALLY WALLS - 3/4" MAX SUPPDRTED BY FLODR CONSTRUCTION REINFDRCING� ASTM A615 GRADE 40 FOR #4 BARS AT BOTH T�P AND BOTTOM DR BY ASTM A615 GRADE 60 FOR �5 & GREATER BARS ADEQUATE TEMPORARY BRACING. BACK GRANULAR & LIGHT CLAY - GROUP II 2. USE A MINIMUM DF C2)1/z"v� x 8" A.B. FILL� EQUIVALENT FLUID PRESSURE w/ Cl> NUT & WASHER ❑R A SIMPSON C7eq > = 45 PCF MABiS ANCHOR FOR EACH PORTION OF GROUP BASED ON CODE, SEE S-5 SILL PLATE, PLACE A ANCH�R WITHIN 12" �F EACH END. 2x10 FL❑�R SYSTEM 3, MAXIMUM WALL LENGTH ALL�WED WITHOU 2x JDISTS 2 24"o.c, MAX. A CONTROL JOINT IS 50 FEET, SPACING BY OTHERS 4, FDUNDATION DRAIN TILE MUST COMPLY w/ UBC APPENDIX 1824.3 & 1824.4 ❑R 1/2" � x 8" A,B. AN APPROVED EQUAL, W/Ci> NUT & WASHER 5, SEE S1 FOR FURTHER NOTES & e 60"D,C. OR SIMPSON CONSTRUCTION GUIDELINES, MAB15 2 48"O.C. ❑R APP'D EQUAL SIMPS�N A34 < ANCHDR W/4 8d 2 x 6 TREATED NAILS EACH LEG SEE DETAIL W�OD PLATE N,S OR F,S OF J❑IST � � I-JDIST FL❑OR SYSTEM SL�PE TJI JOISTS e 24"o.c, MAX GRADE AWAY - FR�M FDN, � SPACING BY �THERS � • �NO VERTICAL ��-1 I i- �I I�;,I I 1=1 e REINFORCING 1/2" � x 8" A,B, C3) �4 H❑RIZ, REQUIRED W/Cl) NUT & WASHER BARS ON TIES e 2 60"O,C, ❑R SIMPS❑N .. MAB15 2 48"❑.C. OR JOIST HANGER CUSPJL26R #4 x 2�-0" d � �� APP'D EQUAL OR SIMPSON LU26R) DOWELS 2 8 MIN, ; lOd NAILS TO PLATE 8� 72�� '�' v 2 x 6 TREATED NO NAILS IN FLANGE ° � � WDOD PLATE a ao FLDOR SLAB TRUSS FLOOR SYSTEM DRAIN e TRUSSES 2 24"o.c, MAX TILE • � � � SPACING BY OTHERS �--0 ° ' o . ° 8" x 18" FTG, CMIN) 1/2�� x 8" A,B, W/C1> NUT & WASHER e 60'�o,c. ❑R SIMPSON W A L L S E C T I 0 N MAB15 2 48 D,C, ❑R APP'D EQUAL SIMPSON A35 , < ANCHOR W/6 8d 2 x 6 TREATED " NAILS EACH LEG WODD PLATE N,S OR F,S ❑F TRUSS COMMISSION N0. ULTEIG GROUP II LUNDGREN BRDTHERS CONSTRUCTION o2ooi 8' WALL 545 INDIAN MDUND EAST DRAWN BY ENGINEERS INC� ucrEic � S - 2B W A Y Z A T A, M N 5 5 3 91 JH 5201 East R�ver R�d Swte 30 cr+ECKE�ar MlnnenpoUs, MN 55421 O 1/O 1/0 2 P h o n e� C 9 S 2> 4 7 3-0 9 9 3 ,.JH D Phone 952-472-4746 Fnx 952-472-476 � MATERIALS N�TES CONCRETE; 3000 PSI L 28 DAYS 1, PRIOR T❑ BACKFILLING, FDUNDATIDN AGGREGATE; FTG - 1�/z" MAX WALLS MUST BE LATERALLY WALLS - 3/4" MAX SUPPORTED BY FL❑OR C❑NSTRUCTI�N REINFORCING: ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TOP AND BDTTOM ❑R BY ASTM A615 GRADE 60 FOR �5 6 GREATER BARS ADEQUATE TEMPORARY BRACING. BACK HEAVYCLAY - GRDUP III 2, USE A MINIMUM OF C2)1/z"v� x 8" A,B, FILL� EQUIVALENT FLUID PRESSURE w/ <1> NUT & WASHER ❑R A SIMPS�N CTeq > = 65 PCF MABiS ANCHOR FOR EACH PORTION OF GRDUP BASED ON CDDE, SEE S-5 SILL PLATE. PLACE A ANCHOR WITHIN 12" OF EACH END, 2x10 FL❑OR SYSTEM 3, MAXIMUM WALL LENGTH ALLOWED WITHDUT A C�NTR�L JOINT IS 50 FEET, 2x JOISTS 2 24"o,c. MAX. 4, FOUNDATIDN DRAIN TILE MUST CDMPLY SPACING BY �THERS w/ UBC APPENDIX 1824,3 & 1824.4 ❑R AN APPROVED EQUAL, 1/2" � x 8" A,B, 5. SEE Sl FOR FURTHER N�TES & W/Ci> NUT & WASHER CONSTRUCTION GUIDELINES, 2 32"�,C, OR SIMPS❑N MAB15 Q 24"O.C. DR WALL VERT REINF. APP'D EQUAL ' SIMPS❑N A34 THICK REINFORCING BACKFILL ANCH�R W/4 8d 8 IN � 6 e 36 O,C, CLAY � NAILS EACH LEG � �� 2 x 6 TREATED N,S & F,S OF JOIST 10 IN N❑NE CLAY WOOD PLATE �N� VERTICAL REINFORCING IS REQUIRED FOR 5000 PSI CONCRETE. I-J�IST FLO�R SYSTEM SEE DETAIL / � TJI JOISTS 2 24"o,c. MAX SPACING BY OTHERS SLOPE GRADE AWAY FROM FDN, 1/2" 41 X 8" A�B� OD ° W/CI) NUT & WASHER � SEE TABLE 2 32"O,C. OR SIMPSON �I I��I l I�I�I e F�R VERT, ' MAB15 2 24"O.C, OR JDIST HANGER CUSPJL26R -�� REINFORCING APP'D EQUAL OR SIMPS�N LU26R> °' �a lOd NAILS T� PLATE & ° 2 x 6 TREATED ND NAILS IN FLANGE ,� WDOD PLATE C3) �4 HORIZ, x BARS ON TIES ° THICK � � e � TRUSS FLO�R SYSTEM � a m TRUSSES 2 24"o.c, MAX �4 x 2'-0" SPACING BY OTHERS DDWELS 2 FLOOR 36" O.C, SLAB e 1/2" � x 8" A.B. DRAIN , � a W/Cl)� NUT & WASHER TILE ��O e Q o e 32 D.C, OR SIMPSON � 8" x 18" FTG. MAB15 2 24"❑,C, OR a CMIN> APP'D EQUAL SIMPSDN A35 ,. < ANCHOR W/6 8d 2 x 6 TREATED " NAILS EACH LEG W A L L S E C T I�N WOOD PLATE N.S & F.S OF TRUSS �°��'SS'°" "°. ULTEIG GRDUP II LUNDGREN BROTHERS CONSTRUCTI�N o2001 545 INDIAN MOUND EAST o�WN � ENGINEERS INC� ULTfIG �� 8 �✓ALL W A Y Z A T A, M N S 5 3 91 JHD ` 5201 Enst Rlver Road Sulte 30 S - 2C CHECKED BY M�nneapolis, MN 55421 O 1/O 1/02 P h o n e� <9 S 2> 4 7 3-0 9 9 3 JH D Phone 952-472-4746 Fax 952-472-476 � MATERIALS NOTES CONCRETE� 3000 PSI 2 28 DAYS 1, PRIDR TO BACKFILLING, FDUNDATION AGGREGATE� FTG - 11/2" MAX WALLS MUST BE LATERALLY WALLS - 3/4" MAX SUPPORTED BY FLODR CDNSTRUCTION REINFDRCING� ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TOP AND BDTTOM OR BY ASTM A615 GRADE 60 FDR #5 & GREATER BARS ADEQUATE TEMPORARY BRACING, BACK 100% GRANULAR - GROUP I 2. USE A MINIMUM OF <2>1/z"0 x 8" A.B, FILL� EQUIVALENT FLUID PRESSURE w/ <1) NUT & WASHER OR A SIMPSON <Yeq > = 35 PCF MAB15 ANCHOR FOR EACH PDRTIDN OF GRDUP BASED ❑N CODE, SEE S-5 SILL PLATE, PLACE A ANCHOR WITHIN 12" OF EACH END. 2x10 FLO�R SYSTEM 3. MAXIMUM WALL LENGTH ALL�WED WITHDUT A C�NTROL J�INT IS 50 FEET, 2x JOISTS 2 24"o,c, MAX, 4. FOUNDATION DRAIN TILE MUST COMPLY SPACING BY �THERS w/ UBC APPENDIX 1824,3 & 1824,4 OR AN APPROVED EQUAL, 1/2" � x 8" A,B. 5. SEE Sl FOR FURTHER N�TES & W/Cl) NUT & WASHER CONSTRUCTION GUIDELINES. 2 48"O.C. OR SIMPS�N MAB15 2 32"D,C, �R WALL VERT REINF, APP'D EQUAL SIMPSON A35 THICK REINFORCING BACKFILL a ANCHOR W/6 8d g IN � �6 e 36 O,C, SAND NAILS EACH LEG �� 2 x 6 TREATED N,S OR F,S DF J�IST 10 IN NONE SAND WODD PLATE �NO VERTICAL REINFORCING IS REQUIRED FOR 5000 PSI CONCRETE, I-J�IST FL�OR SYSTEM SEE DETAIL � \ TJI JDISTS 2 24"o.c, MAX SPACING BY OTHERS SLOPE GRADE AWAY 1/2�� x 8" A,B. FR❑M FDN. � a W/Cl> NUT & WASHER � SEE TABLE e 48"O.C. DR SIMPSON �I I��I I I��I e FOR VERT. MAB15 C 32"O.C. ❑R ; J�IST HANGER CUSPJL26R -"'- REINFORCING APP'D EQUAL DR SIMPS�N LU26R> • ; lOd NAILS TD PLATE & ° 2 x 6 TREATED N� NAILS IN FLANGE WDOD PLATE C4) �4 HORIZ. >c BARS ❑N TIES " THICK � .. D � TRUSS FL��R SYSTEM � o� TRUSSES Q 24"o,c, MAX SPACING BY ❑THERS �4 x 2'-0" ' DDWELS 2 FLDOR 1/2" � x 8" A,B. 72" �,C, SLAB W/Cl> NUT & WASHER DRAIN d � v 2 48"D.C, OR SIMPS�N TILE � MAB15 Q 32"O.C, DR � e APP'D EQUAL SIMPSON A34 ° 8" x 18" FTG, ,. ANCHOR W/4 8d CMIN) 2 x 6 TREATED ' NAILS EACH LEG WO�D PLATE N,S & F,S OF TRUSS W A L L S E C T I�N �°�"'�'°" "°. ULTEIG GROUP i LUNDGREN BROTHERS CONSTRUCTION o2ooi 545 INDIAN MOUND EAST o�WN � ENGINEERS INC� u�rEic �„� 9' WALL W A Y Z A T A, M N S 5 3 91 JH 5201 Enst R�ver Road Su�te S - 2D P h o n e � C 9 S 2> 4 7 3-0 9 9 3 CHECKED 6Y Minneapolls, MN 55421 O 1/O 1/0 2 .1HD Phone 952-472-4746 Fnx 952-472-476 MATERIALS �� CONCRETE� 3000 PSI 2 28 DAYS 1, PRIDR T� BACKFILLING, FDUNDATIDN AGGREGATE; FTG - 11/z" MAX WALLS MUST BE LATERALLY WALLS - 3/4" MAX SUPPORTED BY FLOOR CONSTRUCTION REINFORCING� ASTM A615 GRADE 40 FOR #4 BARS AT BDTH TOP AND BOTT�M OR BY ASTM A615 GRADE 60 FOR �5 � GREATER BARS ADEQUATE TEMP�RARY BRACING. BACK GRANULAR & LIGHTCLAY - GROUP II 2. USE A MINIMUM OF C2>1/z"� x 8" A.B, FILL� EQUIVALENT FLUID PRESSURE w/ <1> NUT & WASHER DR A SIMPSON C7eq > = 45 PCF MAB15 ANCHOR F❑R EACH PORTION OF GRDUP BASED ON C❑DE, SEE S-5 SILL PLATE, PLACE A ANCHDR WITHIN 12" ❑F EACH END. 3, MAXIMUM WALL LENGTH ALLOWED WITHOUT 2x10 FL❑�R SYSTEM A CONTROL J�INT IS 50 FEET. 2x JDISTS 2 24"o,c, MAX. 4, FOUNDATION DRAIN TILE MUST COMPLY SPACING BY OTHERS w/ UBC APPENDIX 1824,3 & 1824,4 ❑R AN APPROVED EQUAL. 1/2" � x 8" A,B, 5, SEE Sl F�R FURTHER N❑TES & W/Ci) NUT & WASHER CONSTRUCTION GUIDELINES, e 32"O.C. OR SIMPSON WALL VERT REINF. MAB15 2 24"D.C. ❑R THICK REINFORCING BACKFILL APP'D EQUAL SIMPSON A34 ANCHDR W/4 8d 8 IN � #6 e 36" O,C. SAND/CLAY 2 x 6 TREATED NAILS EACH LEG 10 IN NONE SAND/CLAY W❑OD PLATE N,S & F.S �F JOIST �NO VERTICAL REINF�RCING IS REQUIRED I-J�IST FL❑�R SYSTEM FOR 5000 PSI CONCRETE, TJI JOISTS 2 24"o.c. MAX SEE DETAIL� � SPACING BY ❑THERS " " SL❑PE GRADE AWAY r 1/z � x 8 A.B, FR�M FDN. � _ W/Cl) NUT & WASHER � ° / e 32"O.C. ❑R SIMPS❑N , �_�I�- MAB15 2 24"❑.C. OR ; J�IST HANGER CUSPJL26R �I I�;,I I I-1 APP'D EQUAL DR SIMPSON LU26R) SEE TABLE ` lOd NAILS TD PLATE & �4) �4 HORIZ, FOR VERT 2 x 6 TREATED a ND NAILS IN FLANGE ° REINFORCING WOOD PLATE BARS .. ° THICK � .. TRUSS FL❑❑R SYSTEM v TRUSSES 2 24"o,c, MAX a 2"CLR -� SPACING BY OTHERS �4 x 2'-0" e DOWELS e 1/z" 41 x 8" A.B, 36" O,C. FL❑OR W/Cl) NUT & WASHER SLAB 2 32"D,C, OR SIMPSDN DRAIN e � o MAB15 2 24"�,C, OR TILE � APP'D EQUAL SIMPSON A35 ° . � ANCH❑R W/6 8d � ° 2 x 6 TREATED � NAILS EACH LEG 8" x 18" FTG, WODD PLATE N.S & F,S ❑F TRUSS CMIN) WALL SECTION couM�ss�oN No. G R 0 U P I I LUNDGREN BR�THERS C�NSTRUCTIDN o2001 ULTEIG 9' WALL 545 INDIAN M❑UND EAST o��+ �' NGINEERS INC� u�r��c � S - 2E W A Y Z A T A, M N 5 S 3 91 JH 5201 Enst RNer Rond Su�te CHECKED B'� M�nneapol�s, MN 55421 O 1/01/0 2 P h o n e� C 9 S 2� 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fnx 952-472-4761 � MATERIALS �� CONCRETE; 3000 PSI 2 28 DAYS 1, PRI�R T❑ BACKFILLING, FOUNDATIDN AGGREGATE; FTG - 11/2" MAX WALLS MUST BE LATERALLY WALLS - 3/4" MAX SUPPORTED BY FLO❑R C�NSTRUCTION REINFORCINGt ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TDP AND BOTT�M OR BY ASTM A615 GRADE 60 FOR �5 � GREATER BARS ADEQUATE TEMPORARY BRACING, BACK HEAVYCLAY - GR❑UP III 2, USE A MINIMUM �F C2>1,/z"� x 8" A,B, FILL; EQUIVALENT FLUID PRESSURE w/ (1) NUT & WASHER OR A SIMPSON CYeq > = 65 PCF MAB15 ANCHOR FOR EACH PORTIDN OF GROUP BASED ❑N C❑DE, SEE S-5 SILL PLATE. PLACE A ANCHOR WITHIN 12" OF EACH END, 2x10 FL❑OR SYSTEM 3, MAXIMUM WALL LENGTH ALLOWED WITHOUT 2x JDISTS e 24 o.c, MAX. A C�NTROL JOINT IS 50 FEET. SPACING BY OTHERS 4. FDUNDATIDN DRAIN TILE MUST COMPLY w/ UBC APPENDIX 1824,3 & 1824.4 ❑R 1/2" � x 8" A,B. AN APPRDVED EQUAL, W/Cl> NUT & WASHER 5. SEE S1 FOR FURTHER NOTES & „ C�NSTRUCTION GUIDELINES, 2 24 O,C. �R SIMPSON MAB15 e 16"O,C, OR SIMPSON A34 WALL VERT REINF, APP'D EQUAL ANCHOR W/4 8d THICK REINF�RCING BACKFILL NAILS EACH LEG 2 x 6 TREATED N.S & F,S OF JOIST 8 IN �6 Q 24" O,C, CLAY W❑OD PLATE SIMPS�N A34 10 IN �6 2 36" O.C, CLAY ANCH�R AT ALL I-JDIST FL�OR SYSTEM A,B. LOCATIDNS SEE DETAIL / � TJI J�ISTS Q 24 o,c, MAX SPACING BY ❑THERS SLOPE GRADE AWAY FROM FDN. 1/2" � x 8" A.B, m ' W/Cl> NUT & WASHER � ��-1 I i_ 2 24"O,C. �R SIMPS�N �I I�;,I I 1=1 e MAB15 2 16"�.C. OR JOIST HANGER CUSPJL26R SEE TABLE APP'D EQUAL OR SIMPSON LU26R) (4) #4 HORIZ, , FOR VERT • lOd NAILS TO PLATE & $ARS REINFURCING 2 x 6 TREATED NO NAILS IN FLANGE ,� W❑OD PLATE SIMPSON A34 ° THICK � ANCHDR AT ALL „ A.B, LOCATIONS � TRUSS FL❑OR SYSTEM 2"CLR � TRUSSES 2 24"o,C, MAX ° °` SPACING BY OTHERS �4 X 2'-0" e DOWELS 2 24" O,C, FLO�R 1/2" f� x 8" A.B, SLAB W/Cl> NUT & WASHER ° e 24"O,C. OR SIMPSON DRAIN , � , MAB15 2 16"O.C. OR TILE --�,0 a o APP'D EQUAL SIMPSON A34 a e ANCHOR W/4 8d 8" x 18" FTG, NAILS EACH LEG CMIN) 2 x 6 TREATED N,S & F,S �F TRUSS WDOD PLATE SIMPSON A35 W A L L S E C T I�N ANCHDR AT ALL A,B. LOCATIDNS �°M�'�'°" "°. ULTEIG GROUP III LUNDGREN BROTHERS CONSTRUCTI�N o200� 9' WALL s4s INDIAN MOUND EAST DfUWN BY ENGINEERS INC, ��Tf,� � W A Y Z A T A, M N S S 3 91 JHD 5201 East Rtver Road Su�te 30 S - 2F P h o n e� C 9 S 2> 4 7 3-0 9 9 3 CHECKED BY Mlnneapolis, MN 55421 JHD Phone 952-472-4746 Fax 952-472-476 O1/Ol/02 MATERIALS NOTES C❑NCRETE; 3000 PSI 2 28 DAYS 1, PRIOR TD BACKFILLING, FOUNDATION AGGREGATE� FTG - 11/2" MAX WALLS MUST BE LATERALLY WALLS - 3/4" MAX SUPPORTED BY FLOOR CDNSTRUCTIDN REINFORCING; ASTM A615 GRADE 40 FOR �4 BARS AT BOTH TOP AND BOTTOM OR BY ASTM A615 GRADE 60 FDR �5 & GREATER BARS ADEQUATE TEMPORARY BRACING. BACKFILL: REFER T❑ S - 2 2, MAXIMUM WALL LENGTH ALLOWED WITHDUT A CDN�ROL JDINT IS 50 FEET. 3, FOUNDATION DRAIN TILE MUST CDMPLY w/ UBC APPENDIX 1824,3 & 1824,4 DR AN APPR�VED EQUAL. 4. SEE S1 FDR FURTHER NOTES & CONSTRUCTION GUIDELINES. �/z" � x 8" A,B. W/Cl> NUT & WASHER OR SIMPSON MAB15 ANCHOR ❑R APPROVED EQUAL 2 72" O,C, WOOD FRAME WALL BY ❑THERS SLOPE GRADE AWAY 8„ FR❑M FDN. ° MIN. ��=1 I i_ �II,;,III-1 o Cl> �4 a H�RIZ, � e ' 8" C6" UP TD o 2 FL�ORS & ROOF> a . � #4 x 2'-0" DOWELS FLDOR 2 24" O,C. EMBED 5" MIN SLAB e DRAIN ° � ` a o TILE 8" x 16" STRIP FOOTING CMIN) > WALL SECTI�N LUNDGREN BR�THERS C�NSTRUCTI�N COAIMISSION N0. ULTEIG ozooi ENGINEERS INC S 4 S I N D I A N M 0 U N D E A S T °f�'"" JH 5201 Enst Rlver Rond Sulte utrErc � S - 3A W A Y Z A T A, M N S 5 3 91 CHECKED BY Mlnneapolls, MN 55421 P h o n e � <9 5 2> 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fax 952-472-476 O 1/O 1/0 2 MATERIALS NOTES CDNCRETE� 3000 PSI 2 z8 DAYS 1. PRIOR T� BACKFILLING, FOUNDATION AGGREGATE; FTG – 1�/2" MAX WALLS MUST BE LATERALLY WALLS – 3/4" MAX SUPPORTED BY FLO�R CONSTRUCTION REINF�RCING� ASTM A615 GRADE 40 FOR �4 BARS AT BOTH TOP AND BOTTOM DR BY ASTM A615 GRADE 60 FOR �5 & GREATER BARS ADEQUATE TEMPORARY BRACING. BACKFILL: REFER TD S – 2 2. MAXIMUM WALL LENGTH ALLOWED WITHDUT A CONTROL JOINT IS 50 FEET. 3, FDUNDATION DRAIN TILE MUST COMPLY w/ UBC APPENDIX 1824,3 & 1824.4 ❑R AN APPROVED EQUAL. 4, SEE Si FOR FURTHER NOTES & CONSTRUCTION GUIDELINES, FRAMING 1/z" i� x 8" A.B. BY �THERS W/Cl> NUT & WASHER 2 x 6 TREATED OR SIMPSON MAB15 ANCH�R WOOD PLATE W/ OR APPROVED EQUAL MIN C2) A,B, WITH e 72" O,C. DNE WITHIN 12" SLOPE EACH END. GRADE AWAY 8,� X—X FR�M FDN. ' �I I�;,I I 1-1 ' '— I'– SLAB �N �II,;,II1=1 , Cl) �4 GRADE �4 x 2'-0" DOWELS HORIZ, o 2 72" D.C. 8�� C6" UP TD � ❑R , 2 FLOORS & RODF) � t/2 t/2 -----�� `, a .-,�— . I � �� a �, � � .�-�F 1�� 0 DRAIN TILE 8" x 16" STRIP FOOTING (MIN) WALL SECTIDN AT GARAGE LUNDGREN BR�THERS CDNSTRUCTI�N `°ozooi� ULTEIG 545 INDIAN MOUND EAST o�+WN eY NGINEERS INC� u�r£�c � JHD 5201 East Rtier Rond SWte 30 S - 3B W A Y Z A T A, M N S S 3 91 CHECKED BY M�nneapol�s, MN 55421 O 1/O 1/0 2 P h o n e � C 9 S 2> 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fax 952-472-476 � MATERIALS N�TES CONCRETE� 3000 PSI e 28 DAYS 1, PRIOR TO BACKFILLING, FOUNDATION AGGREGATE� FTG - 11/z" MAX WALLS MUST BE LATERALLY WALLS - 3/4" MAX SUPPORTED BY FLOOR CONSTRUCTION REINFDRCING� ASTM A615 GRADE 40 FOR �4 BARS AT BOTH TOP AND BDTT�M ❑R BY ASTM A615 GRADE 60 FUR �5 & GREATER BARS ADEQUATE TEMPORARY BRACING. BACKFILL: REFER TO S - 2 2, MAXIMUM WALL LENGTH ALLDWED WITHOUT A C❑NTRDL JOINT IS 50 FEET, 3. FDUNDATI�N DRAIN TILE MUST COMPLY w/ UBC APPENDIX 1824,3 & 1824,4 OR AN APPR❑VED EQUAL. 4, SEE Sl FOR FURTHER NOTES & CONSTRUCTI❑N GUIDELINES. 4" WIDE x 6" DEEP CONCRETE STEM WALL FRAME WALL BY OTHERS 1/z" S� x 8" A,B, W/Cl> NUT & WASHER 2 x 6 TREATED DR SIMPSDN MAB15 ANCHOR WpOD PLATE W/ OR APPROVED EQUAL MIN C2> A,B. WITH 2 72" O.C, ONE WITHIN 12" EACH END, SLOPE �� -X—X GRADE AWAY 8 II�;,III-1 � FR�M FDN. ,,,_�I,_ SLAB �N �II,;,III.-1 ° C1� #4 GRADE �4 x 2'-0" D❑WELS HORIZ, e �z�� o.c, , - 0 OR , g�� C6" UP TO -�r 2 FLDORS & ROOF) ' t/2 t/2 -----�� e � � �l i�� e 1\ / � 2" RIGID a � INSULATION 8" x 16" STRIP FO�TING <MIN) FDN, DRAIN TILE WALL SECTI❑N AT HOUSE LUNDGREN BROTHERS C�NSTRUCTI�N �°�"�SS�°" "°. ULTEIG ozooi NGINEERS INC 545 INDIAN M❑UND EAST o�WN �' � ucr£ic E�a� S - 3C W A Y Z A T A, M N S S 3 91 J D 5201 Enst Rlver Road Sutte 30 cHECKe� ar MlnnenpoUs, MN 55421 O1/O1/02 P h o n e � <9 5 2) 4 7 3-0 9 9 3 J Phone 952-472-4746 Fax 95z-472-476 � MATERIALS N❑TES CONCRETE: 3000 PSI 2 28 DAYS 1, PRIOR TD BACKFILLING, FOUNDATIDN AGGREGATE� FTG — il/z" MAX WALLS MUST BE LATERALLY WALLS — 3/4" MAX SUPP❑RTED BY FLOOR CONSTRUCTION REINFORCING: ASTM A615 GRADE 40 F�R �4 BARS AT BDTH TOP AND BOTTOM OR BY ASTM A615 GRADE 60 FOR �5 & GREATER BARS ADEQUATE TEMPDRARY BRACING, BACKFILL� REFER T� S — 2 2, MAXIMUM WALL LENGTH ALLOWED WITHOUT A CONTR�L JDINT IS 50 FEET. 3, F�UNDATION DRAIN TILE MUST COMPLY w/ UBC APPENDIX 1824,3 & 1824,4 OR AN APPROVED EQUAL. 4, SEE S1 FDR FURTHER N�TES & CONSTRUCTION GUIDELINES, 5, WALLS WITH GRADE GREATER THAN 48" BELOW THE SLAB REQUIRE SPECIAL REVIEW BY J, H. DAHLMEIER ENGINEERING FRAMING INC. BOTTDM �F FDOTING MAY BE GREATER BY OTHERS THAN 42" BELOW GRADE WITHOUT SPECIAL REVIEW BEING REQUIRED. 1/z" � x 8" A, B. 2 x 6 TREATED w/ Cl) NUT & WASHER WDOD PLATE W/ OR SIMPSDN MAB15 ANCHDR MIN C2> A.B. WITH OR APPR❑VED EQUAL ❑NE WITHIN 12" Q 72" D,C, OF EACH END, ° �I I,;,I I 1-1 X e SLAB ❑N a GRADE � o a � �4 x 5'-0" HDOKS �r e L 48" �,C, , 0 SL❑PE 2� GRADE AWAY a FROM FDN, � ��—Ili_ �11,;,111=i , C3) �4 #4 x 2'-0" D�WELS HDRIZ, BARS 2 72" O.C, 8" THICK �R ° PROVIDE A MINIMUM OF 42" FROST COVER T� B�TTOM t/2 t/2 -----�� OF FDOTING, BOTTOM OF -eu `, , FO�TING MAY BE MORE �� , THAN 42" BELOW GRADE. I � �� ° � , � ,k-�-,I� 11�� 0 DRAIN TILE 8" x 20" STRIP FODTING CMIN> WALL SECTI❑N WALL AT GARAGE WITH LOW GRADE LUNDGREN BROTHERS CONSTRUCTION �°o'zooi ULTEIG 54s INDIAN MOUND EAST o�WN � ENGINEERS INC, ��,� �E� S — 3D W A Y Z A T A, M N 5 S 3 91 JHD 5z01 East RNer Road Swte 30 Phone � C952> 473-0993 cHECKeo er MlnnenpoUs, MN 55421 O1/O1/02 JHD Phone 952-472-4746 Fnx 952-472-476 MATERIALS N�TES CONCRETE; 3000 PSI e 28 DAYS 1. PRIOR T� BACKFILLING, F�UNDATION AGGREGATE� FTG — 11/2" MAX WALLS MUST BE LATERALLY WALLS — 3/4" MAX SUPPORTED BY FL❑OR CONSTRUCTION REINF❑RCINGc ASTM A615 GRADE 40 FOR �4 BARS AT BOTH TDP AND BOTTOM DR BY ASTM A615 GRADE 60 FOR �5 & GREATER BARS ADEQUATE TEMPORARY BRACING. BACK FILL� REFER TO S-2 2, USE A MINIMUM OF C2)1/2"� x 8" A.B, w/ <1) NUT & WASHER OR A SIMPS�N MAB15 ANCHOR FOR EACH PORTION OF SILL PLATE. PLACE A ANCHOR WITHIN 12" OF EACH END, 3, MAXIMUM WALL LENGTH ALLOWED WITHOU A CONTRDL JOINT IS 50 FEET. 4. FDUNDATI❑N DRAIN TILE MUST COMPLY w/ UBC APPENDIX 1824,3 & 1824,4 DR AN APPROVED EQUAL, 5. SEE S1 FOR FURTHER NOTES & CONSTRUCTIDN GUIDELINES, 1/z" � x 8" A,B, w/ Cl> NUT & WASHER ❑R SIMPS�N MAB15 ANCHOR OR APPR�VED EQUAL WODD FRAME e 72" D,C, TYP, WALLS BY OTHERS FLODR SLAB o � e e � o 10" CONC, WALL FOR 2x4 WALLS 14" C�NC. WALL ° ° C1> #4 F❑R 2x6 WALLS HORIZ. �4 x 2'-0" DOWELS � 2 72" O,C, ' "v OR t/2 t/2 -----�\ . � . � �e '~ e� \ n �11�2�� 0 8" x 20" STRIP FOOTING CMIN> DRAIN TILE IF REQUIRED WALL SECTI❑N TOWNH❑USE COMM�N WALL LUNDGREN BROTHERS CONSTRUCTIDN �°ozooi� ULTEIG s4s INDIAN M❑UND EAST o�WN � ENGINEERS INC, ��rE,� � S — 3E W A Y Z A T A, M N S S 3 91 JH 5201 East RNer Road Sulte 30 P h o n e � C 9 S 2> 4 7 3-0 9 9 3 CHECKED BY Mlnneapolls, MN 55421 O 1/O 1/0 2 JHD ; Phone 952-472-4746 Fax 952-472-476 1 �IE� �iRADE BEAM CAPACITY: 1.PROVIDE BEAM DEPTH TD GIVE GRADE BEAM CAN SUPPORT A UNIF❑RM FROST PROTECTION ❑F 42" BEL❑W SERVICE LOAD OF 4000 PLF OR A FINAL GRADE ❑R PROVIDE 4" POINT L❑AD OF 6000 POUNDS AT ANY POLYSTYRENE INSUL, UNDER WALL, L❑CATION AL❑NG THE GRADE BEAM. 2,GRADE BEAM REINFORCING MAY BE BUNDLED UP T� 3 BARS T❑ A BUNDLE, MATERIALS CONCRETE� 3000 PSI 2 28 DAYS AGGREGATE� FTG — 11/2" MAX WALLS — 3/4" MAX REINFORCINGc ASTM A615 GRADE 40 FOR #4 BARS ASTM A615 GRADE 60 FUR �5 & GREATER BARS BACKFILL c REFER TO S — 2 SEE S-2 FOR 8" GRADE WALL REINFORCEMENT DEPTH - - - - - ---r — - - - 8" WIDE GRADE BEAM CMINIMUM DEPTH 24") C3> #4 HORIZ, BARS T�P & EXTEND BARS 24" BDTT, OF WALL INTD HIGH WALL 4" P❑LY, CONCRETE FOOTING INSULATION t�R SEE N❑TE FOR ALTERATIVE,� � � �1 �/ 1 C❑MPACTED FILL i i OR STABLE BANK CONCRETE F�OTING i i MAX, SPAN 6'-0" COMPACTED FILL GRADE BEAM STEP F�DTING LUNDGREN BR�THERS CDNSTRUCTIDN �°ozooi ULTEIG 545 INDIAN M�UND EAST ��WN �" ENGINEERS INC. ucrEic �� S — 4A W A Y Z A T A, M N S S 3 91 JH D 5201 Enst Rlver Rond Su�te 3 CHECKED 8Y Mlnneapolls, MN 55421 O 1/O 1/02 P h o n e� <9 5 2> 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fnx 952-472-476 MATERIALS C❑NCRETE; 3000 PSI e 28 DAYS AGGREGATE; FTG - 11/2" MAX WALLS - 3/4" MAX REINFDRCING: ASTM A615 GRADE 40 FOR #4 BARS ASTM A615 GRADE 60 FUR #5 & GREATER BARS BACKFILL; REFER TO S - 2 FOUNDATIDN WALL REINFURCING T� BE AS DETAILED �N S-2, EXTEND BARS 24" INT❑ HIGH WALL (1) �4 AT B❑TTOM OF WALL . ' . X <1) #4 v' . . � � � � � _ . �� COMPACTED > � � � � FILL � CONCRETE FO�TING � � . . ` 2S COMPACTED FILL CDNTINU❑US STEP F❑�TING LUNDGREN BROTHERS CONSTRUCTI�N �°ozooi� ULTEIG s4s INDIAN M�UND EAST o�WN � ENGINEERS INC. ��rE,� � S - 4B W A Y Z A T A, M N 5 S 3 91 JHD 5201 Enst RNer Rond Swte 30 cHECKEo er .Inneapol�s, MN 55421 O 1/O 1/02 P h o n e � C 9 5 2> 4 7 3-0 9 9 3 JHD ` Phone 952-472-4746 Fax 952-472-476 Unified Soil Vdume Change qassification Drainage Poberttial Soil Group Sysbem Soil Description Characteristics Expar�sion �� GW V�II-graded gravels,gravel sand C',00d Law mixtures, little or no fines. GP Poorly graded gravels or gravel sand Good Low mixtures, little or no fines. Group 1 SW Vuell-graded sands,gravelly sands, little or Good Low no fines. Exellent SP Poorly graded sands or gravelly sands, Good Low little or no lines. GM Sil ravels, ravel-sanc�silt mixtures. Good Low SM Sil sand,sand-silt mixtures. Good Low GC CI e ravels, ravel-sand-d mixtures Medium Low Group 2 SC Gayey sands,sand�lay mixture. Medium Low Inorganic silts and very find sands, rock flour. Fair to Good M.. Silty or dayey fine sands or dayey silts Nledium Low with sli ht astia . CL Inorganic days of lawto medium Medium Medium plastiaty,9ravelly days,sands,days,silty da , lean d Group 3 CH Inor anic cl of hi h lastia ,fat cla Poor Hi h MH Inorganic silts, micaoeous or Poor High Poor distorriaceous fine sandy or silty soils, elastic silts. Group IV OL Organic silts and organic silty days of low Poor Medium astia . Unsatisfactory OH Organic days of inedium to high plastiaty, Unsatisfactory High or nic silts. PT Peat and other hi hl or nic soils Unsatisfacto Hi h Table 2-B is reproduced by permssion of the American Forest and Paper Association(formerly NFPA), Washington, DC. SA: MS Stat 16B.61 HIST: 19 SR 1735 TYPES �F S�ILS AND THEIR PR�PERTIES TABLE Z—B LUNDGREN BR�THERS C�NSTRUCTIDN �°��°" "° ULTEIG ozooi ENGINEERS INC 545 INDIAN MOUND EAST ��WN� ' �� S — 5 W A Y Z A T A, M N S 5 3 91 JHD 5201 Eost Rlver Rond Surte CHECKED Br M�nnenpol�s, MN 55421 O 1/O 1/0 2 P h o n e � C 9 S 2> 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fnx 952-472-476 _ _ � - i � � ii ii i i i ii i II I 2x BL❑CKING e I SHEET EDGES II II I I - - I.� J.L I( I FLODR • ( MEMBERS � I II I� ( •I I I I NAIL 12" O,C, e ALL 15/32 C-C MINIMUM INTERMEDIATE MEMBERS „ SPAN RATING 16/32 NAILS 6 ❑,C, FLDOR SHEATHING AT SHEET ENDS SPAN 4 x 8 SHEETS PERPENDICULAR TO SUPP❑RTS AND STAGGER JOINTS, � NOTE � ALL NAILS TD BE 8d COMM❑N U,N.❑, FL��R DIAPHRAM NAILING LUNDGREN BROTHERS C�NSTRUCTION �°��'SS'°" "°. ULTEIG ozooi ENGINEERS INC 545 INDIAN MOUND EAST ��WN� � u�rE�c �� S - 6 W A Y Z A T A, M N S S 3 91 JH 520� East RNer Rond Sulte 30 cHECKEo ar M�nneapoUs, MN 55421 O 1/O1/02 P h o n e� C 9 5 2> 4 7 3-0 9 9 3 JHD � Phone 952-472-4746 Fnx 952-472-476 lOd NAILS e 6" ❑,C, SIMPSON A34 ANCHOR 16 - lOd NAILS w��4> 8d NAILS NS & FS DF BLOCKING INTO BL❑CKING SIMPS�N A34 ANCHDR w/<4> 8d NAILS BETW, RIM JDIST & SILL e ALL A,B, LOCATI❑NS. MANUFACTURED OR 2x10MIN, �RIM JDIST MANUFACTURED ❑R MIN, a aa �2 x 6 TREATED 2 x 10 BL❑CKING PLATE W/MIN C 24" ❑,C, C 65 PCF > OR C2) A.B, WITH E 36" ❑,C, C 45 PCF > OR a ONE WITHIN 12" e 48" �,C, C 35 PCF > ❑R a EACH END IN FIRST C2) JOIST SPACES W/4 lOd TOE SEE NAILS EACH END STANDARD � SEE STANDARD DETAILS TO J�IST, DETAILS FOR WALL REINFORCING F❑R A,B, � OR ANCHOR WALL SECTI❑N AT WALL PARALLEL T� FRAMING TRUSS & TJI BLOCKING SIMILAR LUNDGREN BROTHERS C�NSTRUCTION COMUISSION N0. ULTEIG ozooi NGINEERS INC 545 INDIAN MOUND EAST ��+W►+ �' � ucrEic �,,,� S _ 7 W A Y Z A T A, M N S S 3 91 JHD 5201 East RNer Road Su�te 30 Phone � C952> 473-0993 CHECKED BY Mlnneapolls, MN 55421 O1/O1/02 JHD Phone 952-472-4746 Fnx 952-472-476 ZI,OIE� MATERIALS 1, H❑RIZONTAL REINFORCING T� BE �� CONCRETE� 3000 PSI e 28 DAYS CENTERED IN WALL & EXTEND 24 AGGREGATE: FTG - 11/2" MAX MIN, PAST WALL OPENING EACH END. WALLS - 3/4" MAX 2. LOADS SHOWN B❑LD IN TABLE REINFORCING� ASTM A615 GRADE 40 FOR �4 BARS REQUIRE SHEAR REINFORCING, ASTM A615 GRADE 60 FOR �5 & GREATER BARS 3. SEE S1 F�R FURTHER NOTES & CONSTRUCTIDN GUIDELINES. SHEAR REINF. #3 BAR W/ HDOKS g" MIN. 2 8" D,C, � d a�} H � N a . U � o N � HORIZ, REBAR TOP � & BOTTOM PER TABLE TYPICAL C�NCRETE LINTEL CTUA LI.NTEL SPAN IN FEET LOAD CPLF> 4 5 6 7 8 1000 N�NE N❑NE N❑NE 1-tt5 1-#5 1500 NONE N❑NE 1-�S 1-#S 1-�5 2000 N�NE 1-�5 1-'�5 1-�5 1—�6 2500 NONE 1-#5 1-#5 1-�6 1-�6 3000 1-�5 1-#5 1-�5 1-�6 1-�6 3500 1-tt 5 1-�5 1-�6 1-�6 2-�5 4000 1-�5 1-#5 1-�6 1-�6 2-�5 HDRIZONTAL REIN�DRCING TABLE SEE NOTE 2 FOR STIRRUP SIZING LUNDGREN BROTHERS C�NSTRUCTIDN �°ozooi� ULTEIG s45 INDIAN MOUND EAST o�WN � ENGINEERS INC, ��,� �„R� S _ 8 W A Y Z A T A, M N S S 3 91 J � 5201 Enst R�ver Rond Su1te 30 cHECKEo ar � M�nneapoUs, MN 55421 O 1/O 1/0 2 P h o n e� C 9 S 2) 4 7 3-0 9 9 3 JHD Phone 952-472-4746 Fax 952-472-476 NOTES MATFRTAI S 1, MAXIMUM WINDOW WELL SIZE TO BE 40" x 84" DUTSIDE. CONCRETE� 3000 PSI 2 28 DAYS 2, PERPENDICULAR WALLS TU AGGREGATE� FTG - 11/2" MAX HAVE LAPPED HORIZ. BARS WALLS - 3/4" MAX AROUND CORNERS, REINFORCINGc ASTM A615 GRADE 40 �FDR #4 BARS ASTM A615 GRADE 60 FUR 5 & GREATER BARS 3. JAMB EACH SIDE OF OPENING BACKFILL� REFER T❑ S - 2 TO HAVE C3>�4 VERTICAL BARS MINIMUM, 4, SEE S1 FOR FURTHER N❑TES & CONSTRUCTION GUIDELINES, 2'-6" FLOOR SYSTEM BY OTHERS WIND�W WELL SLOPE GRADE AWAY FROM FDN, CONC. LINTEL - SEE S-8 FOR `O � - s � d DETAILING :-� � I (-��I 2" CLR. � z �4'S 2 16" O.C, WALL BEY❑ND - W HORIZ. REINF, �� o � �4'S Q 24" O,C. 6 MIN, i o VERT, REINF, TYP. � Z � � GRANULAR MATERIAL SL�PE DRAIN TILE IF �� C3)�4 HORIZ, NECESSARY BARS 8" MIN. `O X PROVIDE VERT. REINF, . � ¢ SAME AS FULL HT, WALLS .a CDNC. WALL �„� � SEE NOTE 3 FOR JAMB REINF. FLODR SLAB DRAIN TILE PER UBC 1824.3 & 1824.4 ❑R a EQUAL 8" x 18" O a FTG. WALL SECTIDN e WINDOW WELL LUNDGREN BROTHERS C�NSTRUCTIDN �°ozooi� ULTEIG s4s INDIAN MDUND EAST �WN � ENGINEERS INC, ��rE,� � s - 9 W A Y Z A T A, M N 5 S 3 91 JHD 5201 Enst R�ver Road Sulte 30 P h o n e� C 9 S 2) 4 7 3-0 9 9 3 CHECKEO BY M�nneapol�s, MN 55421 O 1/01/0 2 JHD Phone 952-472-4746 Fnx 952-472-476 � MATERIALS N�TES CONCRETE� 3000 PSI 2 28 DAYS 1, THIS DETAIL IS FOR ESTIMATION AGGREGATE� FTG — il/2" MAX PURPOSES ONLY & DOES NDT WALLS — 3/4" MAX C�NSTITUTE A DESIGN, REINFORCING: ASTM A615 GRADE 40 FDR �4 BARS 2' NOTE THAT ADDITIONAL HDRIZ. STEEL ASTM A615 GRADE 60 FDR �5 8 GREATER BARS & BUTTRESSES PERPENDICULAR TO A BACK 100% GRANULAR — GRDUP I WALL MAY BE REQUIRED FOR WALLS FILL; EQUIVALENT FLUID PRESSURE WITH CLAY BACKFILL. CYeq ) = 35 PCF WALL VERT REINF, SANDY/CLAY — GROUP II THICK REINFORCING BACKFILL EQUIVALENT FLUID PRESSURE 10 IN � #6 e 48" �.C, SAND C 7eq ) = 45 PCF 12 IN N❑NE SAND HEAVYCLAY — GRDUP III 10 IN #6 e 36" D.C. SANDY/CLAY EQUIVALENT FLUID PRESSURE (Y�q )= 65 PCF 12 IN NONE SANDY/CLAY GROUP BASED ON CODE, SEE S-5 10 IN �6 e 24" D.C. CLAY 12 IN #6 2 36" O.C, CLAY �NO VERTICAL REINFORCING IS REQUIRED FOR 4000 PSI OR STRONGER C�NCRETE, � SLOPE �� GRADE AWAY FROM FDN. 00 ° ��=lli— �I I,;,I I 1=I e SEE TAB E C5) �4 HORIZ� e RE NF TG BARS � x e �j(` � �, �' � a 2"CLR -o r, �4 x 2'—0" DOWELS 2 24" O,C, FLDOR �SLAB e DRAIN , � o TILE a � � o a 8" x 18" FTG, CMIN> WALL SECTI�N LUNDGREN BROTHERS C�NSTRUCTION �°ozooi ULTEIG lo FT 545 INDIAN M�UND EAST ENGINEERS INC ESTIMATE ow,wN ar � uc rErc �„� W A Y Z A T A, M N S S 3 91 JH 5201 East R�ver Road Su�te 30 S - 10 P h o n e� C 9 S 2> 4 7 3-0 9 9 3 CHECKED BY M�nneapolls, MN 55421 JHD Phone 952-472-4746 Fax 952-472-476 O1/O1/02 D TE TIME � CITY OF ORONO CALLED IN �l ��T�l� INSPECTION NOTI E �� SCHEDULED`t f � �' r-.�- 'I`-� PERMIT NO. ! COMPLETED "'9� ` r �� ADDRESS ��i`��(�� y� OWNER CONTR. �_�/nC� Ca r�6� TELEPNONE NO. �� S� �3� � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 BA�IILJG 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAI Z 0 . 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERlCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � rn r s- � 0 � � ; W �,�C c.c)S �t� t ✓1 � Q � z W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � RRECT WORK,CALI FOR REINSPECTION TEMPOFiARY � � FORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call forthe next i spection 24 hours in advance. (952) 249-4600 OwnerlContrac t . Inspector. White Copylinspector's Ffle Canary CopylSite Notice �� D jE TIME CITY OF ORONO CALL IN S�"�� INSPECTION T SCHEDULED � �%d� PERMIT N0. COMPLETED ADDRESS �� -Q� OWNER CONTR. TELEPHONENO. y�s�`�`1��'I��T � DESCRIPTION L-��-�� -�> � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING �RAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 SULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 4 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O � � O � W � Q � 2 W � W � � d W� WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALlTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-46QQ OwnerlConUactor on sit Inspector. White Copyllnspector's File Canary CopylSite Notfce � . -� V � �AATE TIME CITY OF ORONO CALLED IN `� r'-� INSPECTION NOT E �� SCHEDULED � PERMIT NO. ` "� � 5U COMPLETED ADDRESS lP LG �� --�� C}t'C.� ��-- /U- OWNER CONTR. TELEPHONE N0. j� 1 � .- �l -'� `� � _� � DESCRIPTION � ' �"�n/ �Ct,�...Q.�� l� Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS H O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:�YES_NO � COMMENTS: a ��'� C:: �X'_i1� L�C' � `.� � (.t'C%'C� !� j ` _ o ' S 1 �Y� �.l'�'1 � � 0 � W � Q � Z W � W � � a W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR AEINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDEFI POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContract �ite: Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN �,� � INSPECTION NO E SCHEDULED PERMIT NO. U COMPLETED ADDRESS 11��'� ./U��2 T��l r-�lrl'1�n�� OWNER CONTR. ��/lc%� �''U�� r �j � TELEPHONE N0. l .F' I:� �� 7 y � � D TION l� 1 FOOTI 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FI L 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O >. � O � W � Q � 2 W � W � � d W� WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � 0 CORRECT WORK,CALL FOF REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAII INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�0 OwnerlContrac qr�site: Inspector � White Copy/lnspecto s File Canary Copy/Site Notice S�t-� l l :�f S�� DATE TIME CITY OF ORONO CALLED IN �-/ 7 /�' 3 D INSPECTION NOTICE SCHEDULED �/6C�/:5�S PERMIT N0. p�7 S r S L� COMPLETED ° ADDRESS ��s ��"h��-�-� OWNER CONTR. ��`�� TELEPHONE N0. �5 2 - �f�S - /.� 7 � DESCRIPTION r� ��'5��'� ��S`�I�f/ G� � 01 FOOTING t i MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WEfLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOH TO MEET YOU:_YES�NO � COMMENTS: � W a J � O � � � "" P/J�Pi �� 1.U5 ((P/ �C U` W Q — k�� <e�. �o � z W � W � � d � �RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS. Cal1 torthe next inspection 24 hours in advance. (952� 249-46�0 OwnerlContra p�site: Inspector. .V White Copyllnspector's File Canary Copy/Site Notice