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HomeMy WebLinkAbout2008-P11780 - new structure PERMIT CITY OF, ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P11780 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 1/14/2008 SITE ADDRESS: 3940 Watertown Rd Unit# Maple Plain,MN 55359 PID: 32-118-23-32-0001 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 101 Permit Class: Building Permit Type: New Structure Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Septic Fireplace Irrigation Well(state)Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 7,860.75 Valuation: $ 1,476,000.00 Plan Review Fee: $ 5,109.49 State Surcharge Fee: $ 700.00 TOTAL FEE: $ 13,670.24 APPLICANT: Boyer Building Corporation OWNER: Christopher&Heidi Hedberg 3435 County Road 101 3105 Zircom Lane N Minnetonka,MN 55345 Plymouth,MN 55447 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. omrli lNfn— PLIC PERMITE NATURE ISSUED BY SIGNATURE Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 . �'�-°'dog Total Fee: $ 3r('p70 �� Date Received: fid` O Entered By: Permit#: CITY OF ORONO - BUILDING PERMIT APPLICATION 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 JOB SITE ADDRESS: „� � h/��PY /Cites-1 Ptd, f�%Zti� ZIP: Will this be a Parade of Homes,Remodelers Showcase Home or other Display Home? ❑ Yes IV/i No Ifyes,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. NAME OF OWNER: YY 5 �� k- W,` PHONE: (home);O /a (work) MAILING ADDRESS-3/'o; CITY: ZIP: CONTRACTOR: PHONE: �k� � �t'? CONTACT PERSON: MOBILE/PAGER: (5�12_-&eT o MAILING ADDRESS: 42�� ,Ao/ CITY: ZIP: 5, STATE LICENSE: # EXPIRATION DATE: ARCHITECT/ENGINEER:,OF/-_/q/!*!?I ��J! K, PHONE: 3 -AW -000 Oft MAILING ADDRESS: Ila c, S'a,- NO CITY: ` ZIP: gSI"��!F NAME: REGISTRATION: # TYPE OF WORK: New Home �J Addition Accessory Structure Move Home Remodel/Alteration(i.e.:Siding,Windows) "Any earth movement may require MCWD Review and Permit! PROPOSED WORK(describe in detail): `/�,�,hj� JW, A mm-_ STORIES: SQ.FEET OF EACH FLOOR.,?963/ 7 NO. OF BEDROOMS: > GARAGE STALLS: ATTACHED DETACHED_ ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 00 f 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 SIGNATU DATE: /v2-.2& 31 CHECK OFF LIST FOR ISSUANCE OF PERMITS �OR FFICE USF ONLY ADDRESS OR LEGAL: f) {f PID: DESCRIPTION OF WORK.• ZONING REVIEW BY.• DATEAPPROV 1, . BUILDING REVIEW B Y. 0. C DATEAPPROVED: -g-O 6 FEES TO BE CHARGED: Misc. Fees Calculated By-- PERMIT Yes No PLAN REVIEW Yes_/ No SEWER CONNECTION STATE SURCHARGE Yes ,/ No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No—�� SITEINSPECTION Number of SAC Units OTHER (spec) ZONING CHECK LIST Zoning District: Fire Department: Post Office: School District: Lot Area: Sq.ft. Acres Width Depth Survey Submitted: Yes No Date of Survey: Proposed t�cks: ? - Front ake): Right Side: ��--> ear(Street): Left Side: 1(45 / Adjacenfructures: Wetland: Building Height: Def.Hgt. G �Z�' PeakHgt. Lot Coverage: N Gradin Sta A roval Date: - 9 -0 � G-e ''f-k�A-4 Grading. ff pp BY:D_Q._ Council Approval Date: Septic: Staff Approval Date: `U By Li — ---Zoning File: # !ZResolution: # Resolution Date: Shoreland District: MCWD Permit: Dndi 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): 33 BUILDING REVIEW CHECKLIST UBC: fR'3 CONSTRUCTION TYPE: �,lAJ Sq Footage $Per Sq Ftg Basement x 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value $ 1"i-n"00091-22 Inspections Required: Work Requiring Separate Permits: Site e< Plumbing Fire Hardcover Removal 'C Mechanical Water Connection DC Footing K Septic Sewer Connection Framing oC Fireplace Lawn Irrigation —�Insulation (Masonry) Other Wall Board o°- (Mfg.) oc Well(State Permit) Final Grading/Filling _pc Electrical(State Permit) Other REMARKS(INHOUSE): REVIEW BY OTHERS: DATE: Access. Existing New Access Approval: Date By: REMARKS(TO BE NOTED ON PERMIT): 34 I Permit Number REScheck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release 1 Data filename: Untitled.rck TITLE:Hedberg Residence COUNTY: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 12/26/07 DATE OF PLANS: 12/04/07 PROJECT INFORMATION: New Home for Chris and Heidi Hedberg 3940 Watertown Rd. Orono,MN COMPANY INFORMATION: Boyer Building Corporation 3435 cord. 101 Minnetonka,MN 55345 COMPLIANCE: Passes Maximum UA= 1368 Your Home UA=947 30.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2963 44.0 40.0 39 Wall 1: Wood Frame, 16" o.c. 896 21.0 1.0 50 Wall 2: Wood Frame, 16" o.c. 330 21.0 1.0 18 Wall 3: Wood Frame, 16" o.c. 2146 21.0 1.0 117 Wall 4: Wood Frame, 16" o.c. 2496 21.0 1.0 140 Wall 5: Wood Frame, 16"o.c. 1054 21.0 1.0 59 Basement Wall 1: Solid Concrete or Masonry 1746 0.0 10.0 101 Wall height: 8.0' Depth below grade: 7.5' Insulation depth: 8.0' Basement Wall 2: Solid Concrete or Masonry 437 5.0 10.0 23 Wall height: 3.5' Depth below grade: 3.0' Insulation depth: 3.5' Window 1: Above-Grade:Wood Frame:Double Pane with Low-E 1144 0.340 389 i \ Door 2: Solid 48 0.200 10 Floor 1: All-Wood Joist/Truss:Over Outside Air 26 40.0 10.0 1 Furnace 1: Forced Hot Air,94 AFUE Boiler 1: Gas-Fired Steam, 90 AFUE Air Conditioner 1:Electric Central Air, 16 SEER Proposed and Maximum U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.340 0.370 Includes Foundation Windows>5.6 ft2 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 has been designed to meet the 2000 Minnesota Energy Code requirements in FScheckVersion 3.5 Release I (formerly MECchec/ and to comply with the mandatory requirements list a _,_e", tion Checklist. Builder/Desi Date �2,6-0 12/26/2007 Window List and area. Hedberg residence Marvin Clad Casement Windows Glazing is LowE II with Argon U value is .34 basement #sash width ht sq. inches sq ft. guest br. 2 32 65 4160 28.9 media 1 36 96 3456 24.0 5 36 56 10080 70.0 game 3 36 56 6048 42.0 main floor 0 0.0 vestibule 1 24 36 864 6.0 2 18 96 3456 24.0 study 3 32 72 6912 48.0 2 24 72 3456 24.0 2 24 72 3456 24.0 great room 4 30 80 9600 66.7 4 30 20 2400 16.7 5 36 20 3600 25.0 5 36 72 12960 90.0 hearth 1 36 96 3456 24.0 2 32 72 4608 32.0 play 3 32 72 6912 48.0 3 48 72 10368 72.0 entry closet 1 28 60 1680 11.7 project 1 28 60 1680 11.7 entry 1 36 96 3456 24.0 planning 1 28 60 1680 11.7 kitchen 2 28 60 3360 23.3 dining 3 32 72 6912 48.0 upper play 1 28 48 1344 9.3 bed2 bath 2 28 48 2688 18.7 bed 2 2 24 56 2688 18.7 1 36 56 2016 14.0 master bath 3 32 56 5376 37.3 1 32 40 1280 8.9 3 24 64 4608 32.0 master bed 2 28 24 1344 9.3 5 36 64 11520 80.0 laundry 2 32 40 2560 17.8 bed 4 3 36 64 6912 48.0 bed 3 3 36 48 5184 36.0 rear stairs 2 28 48 2688 18.7 164768 1144.2 1144.2 Date: 12/6/2007 Revision Date: 12/6/2007 New Construction Site Information Address 1: 3940 Watertown Road Project#: Address 2: Lot: Block: City: Orono County: Hennepin Subdivision: Application Information Business Name: Boyer Building Corporation MN Contractor License#:2988 Contact Person: John Boyer Office Ph: 9524752097 Fax: 9524752005 Cell Ph: 6126850098 Address 1: 3435 co rd. 101 City: minnetonka State: minnesota Zip Code: 55345 House Details Square Feet: 7584 sq. ft. Avg. Ceiling Ht: 8.67 Number of Bedrooms: 5 ft. Ventilation : Balanced Total Ventilation Capacity : 288 cfm. Minimum Continuous Ventilation :90cfm. Intermittent Ventilation: 198 cfm. Combustion Appliance Water Heater: Direct Vent/Sealed Combustion Input BTUs: 120,000 Independently Vented Fumace/Boiler 1: Direct Vent/Sealed Combustion Input BTUs: 100,000 Independently Vented Fumace/Boiler 2: Direct Vent/Sealed Combustion Input BTUs: 100,000 Independently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer(cfm): 135 Exhaust Fan Rating (cfm): 300 Make-Up Air No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Have Been Met. Applicant Name (print �� ��,e✓ Signature/Date( Code Official (print): Signature/Date: ©2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 Moo" b Truss ... Two TYPO Qty Ply 0 DE8ICNS:7.0 UNITS:0.5Del 0=31R 9 SPECIAL � ( 1 1135[14198 PSM TRfe6 �rmntl,MN 66040 41.48.600 S Aug 27 20MI 07 Tak 6ldwbioy,Ina Thu Mar 05 12:45:38 2008 Pepe 1 i 5-10-0 go-!? IS1*2.. F 23-0-0 712-1 "•A 4312 1-0.12 0.0.6 6.7-14 2-D-o REPAIR: CUT OUT 12-BY 12'SECTION STARTING AT MEMBER 11.12 AS SHOWN 40-4= 3 2X4 1f.00 12 4 3X4 3X4 2 3x4 2xe II s a f 6X12 = ` 7 qd ��13 �f 3x7 = li1 7o e ATTACH 2X4 SPF NO2 TO ONE FACE OF TRUSS WITH %I 4:e= 70¢10= A CLUSTER OF(9)10d(2"X 0.131'NAILS IN EACH END. -" -- ' 8-10.72 tgy.,Z z�0 9-10-'12 B:►5 6-7-14 Plate Offsets(X.Y): l9:Edoe.0-13.45.r12:0-2.12 0.2.8 . LOADING(pet) SPACING 2.0,41 CSI DEFL In (Jac) Udell Ltd PLATES GRIP TCS•!. 35.0 Plat"Increase 1.15 TC 0.63 Vert(LL) -0.16 12.13 >999 241 MT20 197/144 TCDL 10,0 Lumber Increase 1.16 BC 0.59 Ven(TL) -0,4612-13 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0,49 H=(TL) 0.03 8 0-/a n/a BCDL 10.0 Code MN$RC1rP12002 (Maim) Weight:135 lb LUMBER 13IRACING -- TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural woodilteathing directly applied oro-3-1 oc pudlns, except BOT CHORD 2 X 4 SPF No.2 and vortical& WEBS 2 X 4 SPF No-2`Except' BOT CHORD Rigid calling dl ly applied or 104.0 oc bracing, F�eepl: 10.12 2 X 4 SPF Stud,9-10 2 X 3 SPF Stud,7-9 2 X 4 SPF Stud 6-0-0 oc bracing'10 11. 7-10 2 X 4 SPF Stud 8.0.0 oc bradn 4-12 WEBS 1 Row at midpt 13.1240IMedhanicV 2-12,2-13 li3 (IRY912e) 1�1451J0-�0, Max Hoz 13=284(LC 3) 1�-dRCES (Ib)-Maximum Compreaslonimaxlmum Tetia4on TOP CHORD 1-27-207107,2-39-K71411,34r1005/04.445-07010.5-0-115010,8-7=152710,7-9=01116,1-13=-2.55/46,7-9=1379/31 BOTCHORD 1 2-1 3=-1 4162 9,11-12=0/122,412 12194,1&11=-147J1,9-113aor308 WEBS 2-12=-6411[14,3-1255/8.49,1 o-12zWl l28,a-12—MOla7,9-10..143!104,2.13 -1061!0,7-10=0(777 NOTES (6) 1)UnbOkMd roof Ilve loads have been Considered for this design. 2)Wind:ASCE 7-05;90mph;h=25ft;TCDL06.Opat;BCDL■8.0psf:Category II;Exp 8;ondowd;NIWFRS;candlover loft and right exposed; and vertical 1911,and right exposed; Lumbar DOL=1,33 Plato grip DOL=1.33. 3)This truss has boom designed for a 10.0 pst bottom chore eve load noneoncurrent H4d1 ally other tive loods. 4)This miss requires plate Inspection per the Tooth Count Method When this truss Is chosen for quality assurance inspeedon. 5)Refer to girder(s)for trues to truss oor echoes, 6)Ttua Ptls6 Is deelglle(l M ACCOrdarlce with the Mlnnosota State Residential Building Code.No increased unbalanced loads or drill loads have bode ronziderod,The building designer should verity the adequacy oT the design loads as the eornpon4W Io Incorporalod Into tho overall structure. _... 1 Hergby ccridy Ihd thi,Plan,SpeCi• LOAD CAGE(3) Standard fipation, or repo4 wat:propor4o by me at undke my dini4t sMMovi:Ign and th.1t l e+n a duly Lieenaad Pro, fw=ionai EEwmW and"e'laws of them a of I filinna?& STEVEN E.FOX DATE REG.NO.21980 March 6,2008 WARlmra•lhr(Or d65Wn Pa+anrign and AKW ND7g8 ON 2=6 Alm aV==ln7Sa RDMR6aCd PAQE 101747S aLDRS Peg Design vdld for lea only wllh IArek canneclorL Yhb drnlgn b bored only open parameters shown and k for on hd`tddual bUkW o connDWant. ApM)=Wity of df4lp1+pauem4nl4h and propw lneorpard}bn of eohfparWnt I+rsnpardJt411Y of bukdna dmiprw-not Irua dedpner Bmchlp shown h Wloferal support o7IndIvIdUo1 wob members only.AdMkwtd temporary blachp to kaure slotwy ownng cen}Iry ooli 4 fh4 tatParuAlilAtlrOi th4 me erector.Addltbnd pemwnrmi kxoclrsg of ihvosaraldmr iU 6 trw respon*Wk GI the buk*Q deslgr .Nx q0- d gulckma regan]ng .e.rrr sia,a rm,a. fa6ks llpn,ayolly oarJrd staaw, 600„-V,�fion and btadsa,as mull ANUff"I QaaWy Cdrrla,11110--s9 and 90311 killing Catn7ane d 11511 N,Oetw Forty,SulUr x1000 Sa1./y InlomyMlpn avelaplp tram Tuts Ptel4 W SIM=593 D'Onellle D,Nsi,Modherl.WI 53719. �es5 N,O.100 oM.I 80/Z0 39Vd S6S6bbb89L 8Z:80 80K/L0/80 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTA71ON � 13j4 Center plate on joint unless x y Failure to Follow Could Cause Property m offselsare Indicated. 6-4-8 dimenslansshownin ft�n sixtEenths Damage or Personal Injury G) Dimensions are in fl-in-sixteenths. fOrawngs not to scaler Apply plates to both sides of truss and fully embed teeth, 1. Ad6tionalstabitybracing For 1rua3wrem.e.g. m diagcnatarX-bracing,isaMrnysrequired See BCSI1. 2. Tr-As bradrig must be designed O 1/1 1 2 3 wide trust spacing,iidrriduuaerlloleral bracean englineet-For W ss themselves T TOP CHORDS mayreqube braeing,or allemative T.L or Eliminator r c l-Z C24 1'g should f:e considered. WEBS4 3. Never exceed the design loading Shawn and never O -qis stack materials on inadequately braced busses. W A _ ��' ; �v� a4. Provide copies at this truss design to the building A For 4 x 2 orientolion,locate O U = designer,erection supervfsor,properly owner and Lo Plates 0-'44'from outside a + u U all other interested parties. r1T �o edge of hues, 0.cxa c&r csa O S. Cut members to bear tightly against each other. Cis BOTTOM CHORDS , 6. Place plates on each face of truss at each This symbol indicates the Jpint and embed fully.Knols and wane of joint .�� required direction of sols in 8 7 6 5 locations are reWdoled byANSWIPI 1. connector plates. 7. Design assumes trusses vn7 be"VIDIF protected from 'Plate locallon dNalls available In Mlfek20/20 the environment in accord wrihANS]/TPI i. soflWare or upon request. 8. Unless olherwae noted,molsture content of lumber JOINTS ARE GENERALLY NUMBERED/LE7rERED CLOCKWISE shall not exceed 19%at Bme of fabdcatfon. AROUND THE TRUSS STARTINGA7 ME JOINT FARTHEST TO PLATE SIZE THE LEFF- 9. Unlessespressy noted,ft design is not applicable for s se wllh&e retardant,preservative treated,or green Nwber. The first dimension is the plate CHORDS AND ARE IDENTIFIED BY END JOINT 10.Camber is a non-sbuctwal ccnsxferalfon and b the 4 x 4 width measured perpendicular NUM BERSnETTERS.ERS. responsrbllty of truss fabricator.General prockceis to to slots.Second dimension is camber for dead load deftctlon. Me Length parallel to slots. I1.Plate type,sme,orientation and Jocailon dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indcated are minimum plating regsUemants. ICC-ES Reports; 12.Lumber wed shall be of the species and size,and In alrespecis,equal to or better than chat Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-3243,96a48, specified. by text in the bracing section of the 9543,96-31,9667A 13.Top chards mwl be shealhed or purins provided at output. Use T,I or Eliminator bracing NER-187,NER-561 spacing Indicaled on design. if indicated. 9511 a,e4-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracng at 111 ft.spacing, BEARING a>ea,if no telling Is installed,unless olherwfse noted. Indi15.Conneetiam not shown are the responsibility of others. (suP aces Location where bearings I&Do not cut or aker luras member or late wilhcul rior [sear s occur. Icons vary but T3 2006 MiTekO All Rights Reserved approval of an engineer, p p reaction section Indicates joist number where bearings occur. 17.Install and load vertfcaly unless indicated otherwise. I B.Use of green or heated lumber may pose unacceptable environmental.heafih air performance risks.Consult with Industry Sfanda►ds: prefect engineer before use. SI/fPl l: National Design Specification fcr Metol 19.Review arportionsof this design[front,back,words Plate Connected Wood Truss Construction. s Tis and pictures)befcne use.Revlewngpictures done D 9: Design Standard for Bracing. is not suiRclent. m C 1: Building Componenl Safety Information, 20.Design assumesmamftcture In accordance with Guide to Goad Praclice for Handling, Pt7fT/ R Tis AERFl7iQM." ANSI/TPI t Qvally Crlterta. m Installing&Bracing of htetat Ptofe W Connected Wood Trusses. &Wek Englnessing Reference Sheek MR-7473 CS) W Ree POWVR ra PERFORM.— MITek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re: 080031 R 00 The truss drawing(s)referenced below have been prepared by MiTek industries,Inc.under my direct supervision based on the parameters provided by P&M Truss. Pages or sheets covered by this seal: 113564138 thru I13564138 My license renewal date for the state of Minnesota is June 30,2008. I He'by c6dity met thin plan.cpect ticatian,or report waa proparod by me or under my direct eupewleion and that I am a duly Licensed Pro. ratio"E ln�neg under the or tho%Lptp ptVl�l�ne�I&I .��••6''f�VE _F k DATE REG.NO.Wgo March 6,2008 Fox,Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-2002 Chapter 2. E0/T0 39tid 96960bbESIL ET:80 800Z/L0160 05� TIME CITY OF ORONO CALLED IN —r�C INSPECTION NOTICE SCHEDULED PERMIT NO. 7 COMPLETED ,�_/ ADDRESS � 9 �D Ly IS y OWNER CONTR. TELEPHONE NO. 919 DESCRIPTION �'n7bnr1 ❑ 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 v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES NO COMMENTS: cc W a J O cc O LL W cc Q 10— Z:2 W z W CC O WWORK SATISFACTORY:PROCEED F-1PROJECTCOMPLETE rc 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 11STOP ORDER POSTED.CALL INSPECTOR 13 CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next in' pection 24 hours in advance. (J52) 249-4600 Owner/Contractor t Inspector. White Copy/Inspector's File Canary Copy/Site Notice p� Vk DATE TIME CITY OF ORONO CALLED IN 1-,31 INSPECTION NO IC SCHEDULED ,, v�:00 PERMIT NO. ND COMPLETED ADDRESS &9VO �dZCJ� OWNER CONTR. TELEPHONE N0. DESCRIPTION ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING y ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS O ❑ 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 v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWN ERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: CC W C cc O U_ r V O W Q Z W Z W CC O LUcc WORKSATISFACTORY:PROCEED 11 PROJECT COMPLETE W CORRECT WORK&PROCEED L1ISSUE CERTIFICATE OF OCCUPANCY 00 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 11 CITATION ISSUED F-1STOPORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne inspection 24 hours in advance. (952) 249-4600 Owner/Contra n ' e: Inspector. White CopylInspector's File Canary Copy/Site Notice 0.+�e ATE TIME V CITY OF ORONO CALLED IN 1:9, INSPECTION NOTJSCHEDULED PERMIT NO. r C O COMPLETED J ADDRESS d OWNER CONTR. (d/L..[.t TELEPHONE NO. DESCRIPTION ❑ FOOTING ❑ MECHANICAL RI U E-1EXCAV/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 v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO ti COMM NTS: a A o S otj ngpdr GA cc !)l�o� % ! r Ve 1 tL ? , ti. S ^JA I' l 1Al 5.4 01CICQ Ad W Wrc ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE Q QQ��hR� W XPORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF 0 PANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. /�S White Copyllnspector's File Canary Copy/Site Notice AT TIME CITY OF ORONO CALLED IN INSPECTION SCHEDULED PERMIT NO. COMPLETED ADDRESS .3`�Yy Lkt ht7 -led OWNER / CONTR. TELEPHONE NO.�( �Saj 7S'oZO�7 3Z DESCRIPTION tLj ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS �p����TION El WOOD BURNER/FIREPLACE O Y`�""�""' El 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 v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO cam., COMMENTS: W a 0 13AAk 0 Q r2�C W Z W CC zj d W EI'WORK SATISFACTORY:PROCEED El PROJECTCOMPLETE W CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED 11STOP 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. G/(3 L?S White CopyllnspectoPs File Canary Copy/Site Notice V DAT TIME CITY OF ORONO CALLED IN S Z INSPECTION NO ICE SCHEDULED S //-L� PERMIT NO. /Z4:2 COMPLETED ADDRESS g5/0 kd- OWNER CONTR. TELEPHONE NO. 4107 6SS e10'o DESCRIPTION `lt.�'��i;� ZUYI ➢� �L7� ❑ FOOTING ❑ MECHANICAL RI ❑ AV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS ti ❑ 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 ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W cc a 0 1� G W Ct Q Z W Z W 0 WI' ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W EIbORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED [ISTOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours=adv (952) 249-4600 Owner/Contractor site: 44 Inspector. White Copylinspectoes File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN /-6/14 INSPECTION NO ICE SCHEDULED PERMIT NO. 8O COMPLETED oZ7 ADDRESS OWNER CONTR. TELEPHONE NO. DESCRIPTION /f1 Us ❑ 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 ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO CO MENTS•, (e r V /Zef- o i I�se s L S Q A t vP f W -- Q z W W Cc d ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE Cc COWORK&PROCEED 11ISSUE CERTIFICATE OF OCCUPANCY 0 RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.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 DATA TIME CITY OF ORONO CALLED IN /'0. Z/ INSPECTION NT C SCHEDULED D-Z -D o� PERMIT NO. COMPLETED ADDRESS OWNER CONTR. l TELEPHONE NO. ��� ��.5 l�/CJd DESCRIPTION tjj ❑ FOOTING ❑ MEWHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING [:1 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 ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W a a Cc 0 W W Cc Q z W e Z W Cc Uj ❑WORK SATISFACTORY:PROCEED P�iOJECT COMPLETE V RRECT WORK&PROCEED SSUE CERTIFICATE OF OCCUPANCY OO ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING 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: Inspector. .LJg fz_' White Copyllnspectoes File Canary Copy/Site Notice