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HomeMy WebLinkAbout2011-01294 - addn/remodel/repair j CITY OF ORONO PERMIT NO.: 2011-01294 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 11/09/2011 952 249-4600 FAX: 952 249-4616 ADDRESS 3035 CASCO POINT RD PIN 20-117-23-34-0001 LEGAL DESC REG. LAND SURVEY NO. 0394 LOT 000 BLOCK 000 PERMIT TYPE ADDITION/REMODEL/REPAIR PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION $ 379,000.00 NOTE: SEPERATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,ELECTRICAL(STATE) APPLICANT PERMIT FEE SCHEDULE 2,730.75 DIETZ BUILDERS LLC STATE SURCHARGE(VALUATION) 189.50 511 8TH STREET GAYLORD,MN 55334- TOTAL 2,920.25 (507)381-8554 Minnesota State License#: 20634396 OWNER TRIPP, DOUGLAS&PATRICIA 3035 CASCO POINT RD WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time f ause. Applicant Permitee lgnature Date Issue y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. 24-�_ 5 City of Orono Building Permit Application for Maintenance / Renovation (windows, doors, siding, re-roof, etc.) —� Mailing Address: Permit number: lJl/-0%Z9 �'gv O PO Box 66 Crystal Bay, MN 55323-0066 Date received: v Street Address: Received by: X!n Gti� 2750 Kelley Parkway Plan review fee: J L9kES140 Orono, MN 55356 Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: �Q 35 C c- cP©%v,�4 r ✓l0 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APP CANTINFOR TION`: ` Name: i2�$ Z L State License # ; Expiration Date: Lead Certification Number: 6 L -- ` -0o Expiration Date: (for work on homes that were constructed prior to 1978 Phone: 1507)- 3 J _ -i- (office) (cell) Mailing Address: 3 �P 7 City: �, ZIP: Contact Person: Applicant is: ntrac or / Homeowner (circle One) Email and/or Fax: PROPERTY OWNER INFORMATION: Name: Phone (day): (�VA- ,Oa-7v2 X73 7 Address: 3NOA.� �;7��� G.Srn PU�v�� City: 0(^0/NO ZIP: 15531L Email and/or Fax PROJECT INFORMATION: Type of Project: Any earth movement may require ❑ Door(s) Remodel ❑ Fire Damage MCWD review&permits: Minnehaha Creek Watershed District(MCWD) ❑ Re-roof, asphalt ❑ Repair ❑ Storm Damage 18202 Minnetonka Blvd ❑ Re-roof,cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391 EJ Re-roof, other(specify) Phone: 952-471-0590 ( p fy) ❑ Siding ❑ Other: (specify) Fax: 952-471-0682 ❑Window(s) www.minnehahacreek.org Overall Project Description: Estimated Construction Valuation of Project(excluding land) $ ,S/" ? wo APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,thea application may not be issued. , - -- -2� Applicant's Signature: � Date: Last Updated: 08-09-2011 Plan Review Checklist for New Structures / Additions Address/ PID/ Legal: 3S 64 Description of work: Ytico 64—� Septic review by: Date Approved: Zoning review by: N Date Approved: Building review by: Date Approved: d • 25-1 Grading review by: N(1'a Date Approved: Zoning File#: Resolution#: Resolution Date Zoning District Fire Department Post Office School District Zoning. Lot Area: SF/AC Width: Depth: Survey Su%Setb : ❑ Yes ❑ No Date of Surve Proposed ks: Front (Lake) Rear(Street) ( N S E W ) ( NE W ) Other Buildings Wetland Side XSi Building Defined Height: Building Pea Height: #of Stories Ok?: 13 YES FOR A BUILDING WITH A BASEMENT OR C *' e FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the bawl START the distance between the slab and the highest space floor and the highestp of WITH roof peak,the top of the cornice of a flat roof, the cornice of a flat roof,ththe deck line of a mansard roof, or the mansard roof,or the upperound uppermost point on a round or other arch-type or other arch-type roof roof SUBTRACT half the distance between the hest win d SUBTRACT half the distance between the highest window highest roof pea of a itche roo !7an f and highest roof peak of a pitched roof SUBTRACT the distance between the sement floor/crawl ADD the distance between the slab and the highest space floor and the high st existing grade within existingrade within the foundation the foundation or 10 f t, whichever is less. EQUALS Defined building height EQUALS Defined building hei t Lot Coverage: SF % Shoreland District MCWD Permit Received Average Lakeshore Setback Bluff ❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No ❑ Yes ❑ o ❑ Yes ❑ NO" ❑ N/A Permit Number: Setback: Hardcover ones Existing Proposed Variance Required CUP Required 0-7 ' ❑ Yes ❑ No ❑ Yes ❑ No 7?'-'2 5 0' Type(s): Type) 50-500' 500-1000' R MARKS (in-house): /V o C14-A nr 6 4!�_ Updated: 09/11/2009 z:\forms\plan review checklist.docx Fees to be Charged YES NO Permit Plan Review State Surcharge Investigation Fee SAC—Number of SAC Units Sewer Connection Water Connection Park Fee Site Inspection Other(specify) MiscellaneousFees Calculated By: Square Footage $ per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ X7,1 C9O d on Orono Inspections Required Work Requiring Separate Permits Required State Permits 0 Site Plumbing 0 Grading / Filling 0 Veil 0 Hardcover Removal Mechanical 0 Fire Electrical Footing 0 S ptic 0 Water Connection 0 Poured Wall Fireplace 0 Sewer Connection 0 Foundation Survey 0 Masonry 0 Lawn Irrigation 0 Radon Rock Bed �fg. Framing 0 Other(specify) Insulation 0 -Built Survey Final 0 Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: 0 YES 0 NO New: 0 YES 0 NO REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated: 09/11/2009 z:\forms\plan review checklist.docx t f IN UPY S �yA A.M. STRUCTURAL ENGINEERING 112 EAST MAPLE ST. RIVER FALLS, WI 54022 1 August 2011 Damien Lindquist Sharratt Design & Company 464 Second Street, Ste. 100 Excelsior, MN 55331 Re: Structural Review Hulbert Home Dear Damien: As you requested, I have reviewed the proposed addition and modifications to the above referenced project. I am providing you with "red-lined" drawings indicating the minimum structural member sizes to be incorporated into your drawings. I am also providing you with structural notes and several details for this project. My design work pertains to the structural elements of the addition and only those portions of the existing building affected by the new work. Please call me if you have any questions concerning the above. Sincerely, A.M. Structural Engineering, LLC David P. Wagner, P.E. MN Reg. No. 25420 (Iet1140a) 1 . STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Fy = 36,000 p.s.i. (A36) 50,000 p.s.i. (A572 grade 50)for wide flange beams Reinforcing Steel Fy = 60,000 p.s.i. (A615 grade 60) Concrete F'c = Compressive strength in 28 days 3,000 p.s.i. for footings 3,000 p.s.i. for masonry grout 3,500 p.s.i. for interior slabs on grade 4,000 p.s.i. unless noted Masonry f'm = 1,750 p.s.i. unless noted DESIGN LIVE LOADS Roofs 50 p.s.f. ground snow load Typical Floors 40 p.s.f. Basic Wind Speed 90 m.p.h. (3 second gust) DESIGN CODES - LATEST EDITIONS International Building Code Minnesota State Building Code American Institute of Steel Construction American Concrete Institute CRSI Manual of Standard Practice American Welding Society Standards for Welding as modified by A.I.S.C. specifications American Institute of Timber Construction National Design Specifications for Stress-Graded Lumber and its Fastenings National Concrete Masonry Association SOIL BEARING DESIGN VALUE 2,000 p.s.f. on undisturbed soil or compacted fill for footings. Bearing value to be verified by a geotechnical engineer. COORDINATION -ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS Location, dimensions and details of recesses, depressions, openings and equipment supports shall be verified by reference to architectural, mechanical and electrical drawings. EXISTING CONDITIONS Verify all dimensions, elevations, and details of existing structures where they affect this construction. Notify engineer if there are any deviations from the contract documents. Field verify dimensions and elevations prior to fabrication of structural members. TEMPORARY BRACING Provide temporary lateral support for all walls until walls are adequately braced by floor or roof structure. Provide required temporary bracing for structural steel until permanent bracing and walls are in place. w FOOTINGS Wall footings are cast-in-place concrete with continuous reinforcing placed 3"clear of bottom and sides. Provide 40 diameter lap at all splices and full crossing lap at corners and intersections. Unless otherwise noted, wall footings are centered under walls and column footings under columns. Footing elevations shown on plan are to top of footing. Footings for walls, unless otherwise noted, shall be 10"thick with a minimum projection of 4" each side with 2 -#4 continuous. SLABS ON GRADE All slabs on grade, unless otherwise noted, shall be 4" thick with 6x6-W1.4xW1.4 WWF centered in slab. All stair slabs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1 A WWF centered in slab. REINFORCED CONCRETE BLOCK WALLS See plans for locations of reinforced walls. When one bar is in a single core place in center, unless noted otherwise. When two bars are in a single core, place one near each face. Fill block core at vertical steel with 3,000 p.s.i. grout, rodded or vibrated in place. Do not rod with permanent reinforcing bars. Wall construction shall not exceed heights of 4'-0" before placement of core grout unless cleanout holes are provided at the bottom of each grout lift, then a maximum height of 8'-0" before placement of grout. Vertical steel shall be continuous with a 30 diameter lap in column piers and 40 diameter lap at all other splices unless noted. Provide horizontal joint reinforcing place every 2nd course. No. 9 gage side rods and no. 9 gage cross rods. Hollow unit concrete masonry shall be ASTM C90 grade N. Mortar and grout shall be per ASTM C-270: Type M or S for below grade and exterior masonry, type N for all interior above grade masonry. STRUCTURAL STEEL All structural steel shall be designed, fabricated and erected according to the American Institute of Steel Construction (A.I.S.C.) standard specifications. Structural steel supplier shall supply all cap plates, bearing assemblies, base plates, stiffeners, splices, connections and shall design same unless noted on drawings. All welding shall be done using the shielded arc process using E70 electrodes in accordance with the rules of the American Welding Society (A.W.S.) Structural Welding Code. All welders shall be certified using the rules of the American Welding Society. DIMENSION LUMBER Dimension lumber shall be No. 2 hem Fir or equal for joists, beams and headers. Wall studs shall be Stud Grade SPF or equal. Spacing of bridging for joists shall not exceed 8'-0". Wood lintels and headers shall have a full 1%2" length of bearing at each end unless notes otherwise. Double all joists under parallel partitions. All beams and joists not bearing on supporting members shall be framed with "Simpson Strong-Tie"joist hangers or equal. Interior walls to have 2x4 studs at 16" on center. Exterior walls to have 2x6 studs at 16" on center. Wood joists shall bear the full width of supporting members (stud wall, beams, etc.) unless otherwise noted. Wood beams made of 2 or more 2x's shall be bolted together with 3/8" diameter through bolts at 2'-0" on center or equivalent spikes. Sill plates to be bolted to foundation walls with %" diameter anchor bolts at 4'-0" on center maximum to extend 15" minimum into grouted masonry. Each sill plate to have a minimum of 2 bolts with one bolt located within 12" of each end of each piece. Nailing to be in accordance with Table 2304.9.1 of the I.B.C. LVL WOOD MEMBERS LVL members noted on drawings are laminated veneer lumber as manufactured by the Trus-Joist MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. Fb = 2,600 p.s.i., E = 1,900,000 p.s.i. PSL WOOD MEMBERS PSL members noted on drawings are parallel strand lumber as manufactured by the Trus-Joist MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. Fb = 2,400 p.s.i., E = 1,800,000 p.s.i. CONCRETE COVER ON REINFORCING Footings 3" clear bottom and sides Slab on Grade Center reinforcing in slab E � �f �� u � x � � � o r n r l,. 1> �� `p �" � � � `i' ;T �' ° �' �' -� E w , r _ ,, �. / '}` 1 .- � t a .. .. .. ..�..(_d.y �"' ti J � �P� .' � P' a.r. ,� F t ! .=+u � t .. „„- t ', e� t � �� i r � �, � �. � � i � � 1 i t —.' s i . e _ � � _�»-' � �"7 i f, � - ;, ., 3 Y y ,. a, x � r— � ', #f` "` - _ ,., s �. .a �_ �; , . ___ �� .. m s r, ;* I112" w, v 11121' cv 50d COMMON WIRE NAILS AT 8" O.G. 10d COMMON NIRE STAGGERED (ALTERNATE 2 ROY45 30d COMMON NAILS AT 6" O.G. : , NEAR SIDE,EAR 510E) HIRE NAILS AT S" O.G. , STAGGERED (ALTERNATE (ALTERNATE NEAR 51DE NEAR SIDE,FAR SIDE) I" FAR 510E) zz 47, 1 112" 1112° a (2) 20 BUILT UP COLUMN ® c OR (3) 2x4 BUILT UP COLUMN (3) 2x6 BUILT UP COLUMN (2) 2x6 BUILT UP COLUMN �_ 56ALE: 1112" = 1'-0" jai I r II MA AW 1 PON topK. LAY r^A A t .� v r e O � 1 y I. n { f t ..� �v t > m 0 M7 , a tv r d s y � s h y t y ; i t C 41 ^ 5-11(," xAL -Hl�-P !?T(FFGNE.k w~✓ V F 7 .. !t rh r? if Z.td j= REAM C NTtNVO �� CIO/ 3F S a' s J r f t s t ; 3 f^t i i i k TIME CITY OF ORONO CALLED IN G INSPECTION NOTICE CHEDULED PERMIT NO. c?D//-6/2�l COMPLETED ADDRESS OWNERT L PHONE NO.-SC7 Sy- &5551 CONTRACTOR �. DESCRIPTION XV_ A_ ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP W ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES NO COMMENTS: cc w cc d O cc O U_ LU CC Q Z w z LU cc j d wj 11WORK SATISFACTORY:PROCEED J.�PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED l-4&.EUE CERTIFICATE OF OCCUPANCY OO ❑ CORRECT WORK,CALL FOR REINSPECTION TfMirORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN -1 CITATION ISSUED ElSTOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on Site: Inspector. ' White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO cl CALLED IN INSPECTION NOTICE SCHEDULED ILIr PERMITNO. f,`Clot I COMPLETED ADDRESS OWNER TELEP HONE_NO:JG CONTRACTOR Lei tZ_ �clr� DESCRIPTION ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKES HORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ElSEPTIC MAINT. ElFOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEP FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOUYES NO COMMENTS: cc W cc LLJ CC ool z W Z W c d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT IA CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN El I STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED C', INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. r_ White CopylInspector's File Canary Copy/Site Notice V CITY OF ORONO CALLED IN DATE TIME INSPECTION NOTIC ,/SCHEDULED �!d� PERMIT NO.ao/ ")/d, 7 COMPLETED ADDRESS 3035 C �7L/ OWNER z TELEPKONE NO. CONTRACTOR 3: DESCRIPTION 114- l a'� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAWGRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W 0 AIc� Aet AS� e�` f,cc cc O W - ac Q Z W W CC d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE rr I W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY �ORRECT WORK,CALL FOR REINSPECTION TEMPORARY UO BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: C Inspector. White CopylInspector's File Canary Copy/Site Notice C— o aDATE TIME I, CITY OF ORONO CALLED IN v INSPECTION NOTICE SCHEDULED PERMIT N �—O/�5 C MPLETED 130 ADDRESS C/ OWNER :�ATONE Nd:�� CONTRACTOR ' > DESCRIPTION ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/G ADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKES HORE/WETLANDS ❑ FRAMING ❑ MECHANICAL FINAL Q El TREE REMOVAL Z ElINSULATION ElWOOD BURNER/FIREPLACE El SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ElFINAL ElSEWER HOOK-UP El COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES NO COMMENTS: LU a cc O G ops �r� %� oLj z 71) 114� e 7- W LLJ /4 AAC O d W ❑WORK SATISFACTORY:PROCEED G PROJECT COMPLETE LU W El WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN -] CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. Lr d White CopylInspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO \` CALLED IN 3 INSPECTION NOTICE C SCHEDULED /�- 3O PERMIT NO. 020/Z_Q�a! COMPLETED ADDRESS 3035 (97` OWNER TE PHON NO. 507 3�� �SS� r � . CONTRACTOR Oletz 6! DESCRIPTION ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS ti ❑ FRAMING ❑ MECHANICAL FINAL Q Ll TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W Q_ CC C U_ ., �..�� 1rt ' ��� >c W CC Q z W W CC j GW P4AWK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN Ll CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: -30/ Inspector. ( / zsl White Copy/Inspector's File Canary Copy/Site Notice Ll ' & TIME CITY OF ORONO CALLED IN INSPECTION NOTICE /SCHEDULED 7 PERMIT NO. '- � / COMPLETED ll ADDRESS OWNER TELEPHONE NO. } 3 /5V CONTRACTORS > DESCRIPTION W ❑ FOOTING ❑ PLUMBING FINAL EXC V/GRADING/FILLING ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKES HORE/WETLANDS Q El FRAMING El MECHANICAL FINAL El TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU: YES NO COMMENTS: LU d O CC O UL W W Q Z W z W cc j d W K SATISFACTORY:PROCEED 1 PROJECT COMPLETE LU W E]CORRECT WORK&PROCEED F1ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR J CITATION ISSUED INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor onsite: Inspector. LA_J b"11 White CopylInspector's File Canary Copy/Site Notice /Ap/- TIME CITY OF ORONO CALLED IN ` INSPECTIONN�O/T�I/CE ,/SCHEDULED PERMIT NOS// - d l'�)g COMPLETED ADDRESS �3 -�� PL OWNER TELEPHONE NO. 7- CONTRACTO DESCRIPTION (tC� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCA / ADING/FILLIN Q E] POURED WALL ElMECHANICAL RI El LAKESHOREM/ETLANDS L ❑ FRAMING ❑ MECHANICAL FINAL Q E-1 TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES NO COMMENTS: cc W W cc J cc O I� r� U_ , W cc Q Z W z W O W ❑WORK SATISFACTORY:PROCEED Ll PROJECT COMPLETE LU W El WORK&PROCEED 71 ISSUE CERTIFICATE OF OCCUPANCY ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White CopylInspector's File Canary Copy/Site Notice Willie Gibbs From: ICF Construction [Brad@ICFconstruction.net] Sent: Friday, December 02, 2011 7:06 PM To: Willie Gibbs Cc: Mitchell Dietz; bret@completewatercontrol.com Subject: 3035 Casco point, permit 2011-01294 Attachments: IMG-20111201-00297.jpg; IMG-20111201-00299.jpg I talked to you Wednesday, I am not sure I got the permit number right, Mitch Dietz is the GC. Attached are photos of the 20"x10" footing with 2 #4 continuous rebar pinned to the existing footing. We do a bagged footing and include a capillary break on top to eliminate wicking. I called today for an inspection of the poured ICF wall we have planned for Monday but the woman that answered the phone said no inspection was necessary. Nevertheless I will try to take photos. It is a 5' tall 6" ICF wall with vertical #4 48" oc and horizontal at 16" and 48". Brad Kvanbek 8008 West Deer Creek Road Minnetrista, MN 55359 612-701-5406 . CONSTRUCTION 1 Y A �y : _ a I c ti � :4, 1 s L d J•`. � 3 rya.� � M h h i= a N�. Pvq k - n N ,„•vt M, m r � � i�t�,. q d 4 ye✓. ti d X T�iY ;ik �� f.5