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Home My WebLink About2017-01561 - ATF deck f � CITY OF ORONO * 2 PJ 1 7 — 0 1 5 6 1 * 2750 KELLEY PARKWAY DATE ISSUED: 12/i l/2017 ORONO,MN 55356- (952 249-4600 FAX: (952)249-4616 ADDRESS : 2070 SHORELINE DR PIN : 15-117-23-21-0005 LEGAL DESC : HARTWOOD : LOT 006 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTNITY : 434-RESIDENTIAL VALUATION : $ 28,000.00 NOTE: SEPARATE PERMITS REQUIRED: ELECTRICAL(STATE) DECK-AF'I'ER-THE-FACT NOTE: ALL RBED AREAS MUST BE RE-ESTABLISHED WITH VEGETATION PRIOR TO RELEASE OF ESCROW MONEY. INITIAL: APPLICANT PERMIT FEE SCHEDULE 467.54 STATE SURCHARGE(VALUATION) 14.00 F&B CONSTRUCTION AFTER-THE-FACT FEE 467.54 1743 1TTH AVE S SHAKOPEE,MN 55379- TOTAL 949.08 (952)445-6604 Payment(s) Minnesota State License#:BUIL-BC4327 CHECK 59712 949.08 OWNER HIRSCHMANN,MARK&KEELY 2070 SHORELINE DRIVE 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 dces not grant permission for additional or related work which requires separate perntits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.l'his pertnit 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 pertnit may be revoked at any time f r due cause. � �Ti�/I � �2 d--1 /l l icant Permitee Signature Date Issued By ature Date . � CITY OF ORONO �-��'C,r'�' l.T� BUILDING PERMIT APPLICATION �� FOR NEW STRUCTURES OR ADDITIONS A, Mailing Address: Permit number: OJ7—O J� � �O`VO PO Box 66 Crystal Bay, MN 55323-0066 �-) Date received: /l� 7"1 StreetAddress:' �`6 Received by: �T y�, �� 2750 Kelley Parkwa� �� Plan review fee: ��9� lRKESHO�� Orono, MN 55356 � o?d 1`7_b/J� D Main: 952-249-4600 Total Fee: � Fax: 952-249-4616 www ci.orono.mn.us I � 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: �,J 1C� � l��-Z..(��i�,�:.- ,��'�,;;��, 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/APPLICANT INFORMATION: Name: �-�1� ��►S'�'�^�...{�� State License# 2.. Expiration Date: d 3 /s/ Phone: cell . 2, �. �- � office f" Z- �%k'�—`C��/ Mailing Address: �7 !� � Cit : � ZIP: S "' Contact Person: � . -�. �1, ,P� Applicant is: ontractor� / Homeowner (Circle One) Email and/or Fax: , � . L,,, PROPERTY OWNER INFORMATION: Name: /1.1c�- t- zt-��/ �"�'��5��+��c,��l Phone (day): • 1 — �t �— 1 Add�ess: 2:>7v I,�ar� �:�L.. (�Jr- City:U`�-��s ZIP: Email and/or Fax ARCHITECT/ ENGINEER FORMATION: Name: -,��eha� � �,,,r� Phone(day): — � — ' l � �Ze Address: S'1� Cit : G. � (,^t ZIP: S� �J--�IZ� Email and/or Fax: � �Q.� �u�� .�,�j,-�• L;,....� PROJECT INFORMATION: Description of pro�ect: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal& Water Supply ❑ New Construction �Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage �IDeck ❑ Public Sewer ❑Accessory Building ❑ Single Family with �+Office/Commercial �Relocation detached garage ❑ Residence Private Sewer Other: (specify) L 4� ❑ Multiple Family/Condo ❑ Retaining Wall(s) .r�S �, ,`�,� ❑ Public 4-feet or greater ❑ Public Water *'Any earth mov�men�may also require ❑ Commercial ❑Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse �F rivate Well Minnehaha Creek Watershed District(MCWD) ❑Other: (speCify) ❑ Other(speCify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ ��U �:Q ` ' ` �� f:: r' ��ril Last Updated: January 2016 �ITY OF ORONO t ' STRUCTURE INFORMATION: 1.Structure Dimensions 1. Structure Dimensions(continued) a. Length(ft.)= Number of bedrooms= 2. Occupancy: r��"/ --r b.Width(ft.)= Number of garage stalls �— 3. Occupant Load: Areas in square feet Attached= i c. Basement= Detached= 4. Type of Construction: � d. 1s1 Story = ��! `�� _il,/) e. 2"d Story= 5. Code Edition: �� f. YZ Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ ❑ Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee ❑ ❑ Com leted A lication Form ❑ ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ ❑ Surve —2 full size,to scale meetin ALL surve requirements � ❑ Hardcover Calculations � ❑ Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ ❑ Landsca e Walls and/or Retainin Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ' ❑ ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands 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 agences required by law. If you refuse to supply the information, the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a femporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. ]"�J �•tS�f`M�,��. ApplicanYs Signature� _' �_..._ Date: �(!Z.3/% 7 ,�-�`�2�� Owner's Signature: Date: Last Updated: January 2016 , , PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: �0�� c�r �(J� � �v' � Permit No.: ��"'�� Description of work: ��C.-�.�--- '�' H'f tU ��''��1 Date Rec'd: � �` 1i7-1 / Septic review by: Date Approved: Zoning review by: Date Approved: I � � O ' �� Building review by: Date Approved: �Z 1 Grading review by: �� Date Approved: � Zoning District: �� Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA Zoning: Lot Area: SF AC Width: Structural Coverage: SF % Surve�rrlitfe� � Yes 0 No Date of Survey: Revised date(?): Landscape plan submitted? � Yes Landscaper: o/ None propose Pro osed Setbacks: Front e) Rear(S t) ( N �E W ) ( N S E W ) Other Buildings Wetland ide Side � U � Buildin Hei ht Anal sis: Distance Between First Floor and defined Top of Roof'"`(See"building heighY' �a� � definition : First Floor Elevation from buildin lans � (b) Highest Existing ground level survey) or 10' above lowest ground level, �� whichever is lower: Difference betw b and c "`: (d) DEFI ED HEIGHT "!f highest existing adjacent grade is above FFE-Height is(a)-(d): (e) "If hi hest existin ad'acent rade is below FFE-Hei ht is a + d Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? �Yes 0 No Permit Number: 0 Yes � No N/A 0 Yes 0 No —see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and s �2,�(�U� �2,�P�O � Yes o � Yes No � 2 3 4 5 ( � I � �� Type(s): Type(s): Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Char ed YES NO Permit Plan Review (/ State Surcharge Investigation Fee SAC—tdumber of SAC Units Other(specify) S uare Foota e $ er S uare Foota e Basement X = $ 1� Floor X = $ 2nd FI00� X = $ Garage X = $ Estimated Construction Value: $ � ��0 Orono Inspections Required Work Requiring Separate Permits Footing 0 Site � � Plumbing � Grading/Filling � Poured Wall 0 Silt Fence/Erosion Control � Mechanical 0 Fire 0 Foundation Survey O Hardcover Removal � Fireplace � Water Connection � Framing � Other(specify) 0 Masonry 0 Sewer Connection � Waterproofing/Drain tile � Mfg. � Lawn Irrigation � Foundation Waterproofing � Other(specify) 0 Landscaping Framing • 0 Septic Insulation � As-Built Survey � Final Lathe Required State Permits 0 Other(specify) 0 Well Electrical REMARKS (in-hous : � �r � � SS i�-t�� OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ��S�e Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. �..� (�� Updated: June 2017 z:\forms�plan review checklist 06-2017.docx Christine Mattson From: Christine Mattson Sent: Wednesday, November 29, 2017 11:31 AM To: 'homes@fandbhomes.com' Cc: Roger Peitso Subject: 2070 Shoreline Drive/#2017-01561 Attachments: Hardcover Information Packet -2014.pdf Fritz, Per our telephone conversation,while we don't believe the deck project will increase hardcover to exceed the allowed 259�0,we need hardcover calculations to be prepared for verification. I do not see any existing hardcover calculations from when the house was built in 1982. Attached is the City's hardcover information packet. Please submit existing and proposed calculations for our review. Tt�ank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono 0 MN � 55356(physical addressJ PO Box 66 � Crystal Bay I MN � 55323-0066(mailing addressJ '� 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � �] www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Friday, December 22,2017 Monday, December 25,2017 Monday,January 1,2018 Monday,January, 15,2018 1 +��., ., _s;�:a�_. �-,n,� -_ n� ��<,n .::uie„r � �� . _ I�'�' �� , -- � � � �.CS �� e.�tc.e re.��c.e.. ,UI-. �� ,._ �� . ___ �?`�� la DENIE.I) � �'t� � s;r,�r �„� --- -��3� Gertificote o#' Survey � / � for Krutzig CuEt�a: Fiames��o�� op � � ��, of' int b, Bl.ork 1, Nartvo / / ,'/,"1�� onriepf n County� "43 nneaota h.. ainqqc eownc.r�s.�� `��w, . / / I �_ . � i o: . TN1S ITEM NAS BFFN : �, / .�� 9 s. �1� �-- P MICROfIl�IED a/ , . �,�,� , �, �� / . ' 'Yl �`4agEa � � . � � �^��,3�3 / ' S� , a- �%'✓ .. . � 1 y� ' y� � _ '-� / f/ �-- - .._._-- ,l R;t'A_ y J6 `� �• \`�_ 2M�O' / / � � n ` ~ 1 ` � � �� / / / � _ . Y6 \ '� ` �� I �'''� r a¢ > / � r p 01 / / `\ + �2r ` • c�ct / '�t.2 ,v►r,yl ��p• * c.J . / 14�' / � / � ---,.� / / / �� '.'`�'�o / I O � , .�� ,. S �+� �� i ry. ,�, , a� �.�:... � � 4 /•_ .`� �� ti ,:p� �� PP �� •h� �+cr..x. `� � � .�;�SE� ' n/ ,l � . v�.f+ �• +• 3� �'"�,^, ../ \ /!o'= ►,� � — A.� �/ � ,r 1�, t? �y ,y•��.� � -�•..:,� / • , e. U eq0�5�' � •� T9y� / . � s,.a�;�J Q, r , •' ,L �f / altrrlr�;1� �.. r5 =;� / �/� � � i i f t . � � \ ,� �� z,� / h � � . � ��' �'�=., � ,.. ; �-, .J' ' ��' . , �,� � � ° ;��'��; % :�,�'`�` 1 h�rewy certify that .� , � � � tris ia a trua and c�r- � � m� , / ��, ' rect r�:aresentrsLi�n oi' \ � �3s'� , �� '� �Jfl� a s•.;z-ve;� �f t.".e boundarie: \� � . � of Lc�: �i, �lor.k 1, Hartuo�d '` t,�•r •` `� ' / L'ne l�cytion of all exiati�g ,�', ��:, ,•-' �\ � . - buxl�fng�, �,r b:�/� tr,ereort� R �� sne tns pr:.�s�d locstion cf a � ,��,�,, � ��, �� ;.A� prc�osed buiidin�. It doea not oR� � , � � � �:� pi:rpurt to snov other impr�vetn�nts �`�°� � N ' � `�� er enr.rae ch�snts, $-' , ,.\ / ��j �. Scale: l�F = 5fl' ' �� ' •��don �. �offia Re � +c. 064 Date : 11-23-82 \ �' � 15` �'�,°i .and Ss:veyor aad Planner o . Iron r,arker `/,�b�R<<�aq� sn� :�ke, Kinnesota � ' - l� , r .Y•'R�\ � ",S`��:^j � /"�. Larson Engineering,Inc. �^.�:iv. z., . ,�s' ��;i:'r 3524 Labore Road �;��,�.t.� ;;af�CB �+li �i��,�i'9� White Bear Lake,MN 55110-5100 � y 651.481.9120 Fax: 651.481.9201 � www.larsonengr.com Qa� � � _ i Larson ��W$�`�� .� { �'"��'°��'�� ,p �� k„��k�� ' .Y 2070 Shoreline Drive Orono, Minnesota New Deck & Truss Modification Plans & Sections �it� �t ,:r�c�rs� Planning&�Zoning Pian Review 1 v�Y' �1 Site Plan Review Date:�l----.--.— piepared for r�, PPROVED F & B Const�uction Inc. �d APPRnVEq VJITN REVISIONS(se�notes) °°E"'E`' Shakopee, Minnesota �t�ff. ('i�1_'%„'��'r-' — T hereby certify that this plan, specification, or report was Prepared by me or under my direct supeiwision and that I am a duly Licensed Professional Engineer under the laws of the 5tate of Minnesota. Print Name �C N �.ti �l.l V oT�� Signature� L,S V ,� Date � �_? �_ �� License#15247 Larson Engineering, Inc. Minnesota Office Project Number 11171248.000 �2017 Larson Engineering,Inc.All rights reserved. ��.�� Nov � 7 L�� CITY OF ORONO _ Larson Engineedng�Inc. 3524 Labore Road White Bear Lake,MN 55110-5126 651.481.9120 Fax: 651.481.9201 www.larsonengr.com Larson Desi�n Criteria .,—,.— Pro�ect Information: Project: New Deck and Truss Modification Project Location: 2070 Shoreline Drive of Orono,MN Project Nnmber: 11171248.000 Bnildin�Code Used For Desi�n: Minnesota Residential Code, 2015 Edition. (IRC 2012) Load Criteria 1. The design of the wood, concrete, and connections are based on a maximum roof snow load of 35 PSF and an occupancy live load of 40 PSF.All footings shall bear on natural undisturbed soil or on compacted granular fill. In lieu of soil borings, footings have been designed for a maximum soil bearing pressure of 1500 PSF. It is the responsibility of others to verify that bearing capacity. The lateral force design is based on a basic wind speed of 90 MPH, exposure B. Notes: 1. Dimensional lwnber shall be Northein SPF No. 2 or better. See IRC Table R602.3 for fastening schedule. 2. All wood in direct contact with concrete, earth, or weathering shall be treated. 3. Concrete work shall confoi�n to all requirements of ACI 301. Concrete shall be air entra.ined with a strength of f c=4,000 psi. 4. The contractor shall verify, field check, all sizes, dimensions, elevations, locations, etc. of elements of the existing construction which are relative to new construction. 5. The contractor shall properly brace the structure during construction. 6. Simpson products called out herein may be replaced with USP or similar of equal or greater capacity. '$ • � t . 3 ' WALL CONSTRUCTtON TABLE R602.3(1 FASTENER SCHEDULE FOR STRU�TURAL MEMBERS ITEM pESCRIPTION OF BUILDING ELEMENTS NUTABER AND YYPE OF SPACING OF FASTENERS FASTENER0.hy` Roof 1 Blocking between joists or rafters to top plate,tce nail 3-Sd(2'/2"x 0.113'� - 2 Ceiling joists to plate,toe nail 3-8d(21/2'x 0.113'� - 3 Ceiling joists not attached to parallel rafte�laps over pazti- 3-1 Od • dons,face nail - 4 Collar tie to raf�r,face nail or 1`/4"x 20 gage ridge strap 3-lOd(3"x 0.128'� -- I 3-16d box nails(3'/2"x 0.135'� Z toe nails on one side and 1 tce nail on 5 Rafter or roof tivss to plate,toe nail or 3-lOd co�on nails opposite side of each rafter or hvss� (3 x 0.148� 6 Roof rafters to ridge,valley or hip rafters:toe nail face nail 4'16d(3�/Zp x 0.135'� _ 3-16d(3/Z x 0.135'� +`�•T Wall � 7 Built-up studs-face nail lOd(3"x 0.128'� " 24"O.C. I� � 8 Abntting studs at inteisecting wall comers,face nail 16d(3'r4"x 0.135") 12"o.c. , 9 Built-up header,two pieces with'/s"spacer 16d(31/z"x 0.135'� 16"o.c.along each ed.ge I 10 Continued headea,two pieces lfid(31/z"x U.135'� 16"o.c.along each edge ' i 11 Continuous header to stud,toe nail 48d(21/Z"x 0.113'� - 12 Double studs,face nail lOd(3"x 0.128'� 24"o.c. . 13 Double top plates,face nail lOd(3"x 0.128'� 24"o.c. � 14 Double top p]ates,minimum 24-inch offset of end joints, g_16d(3'/,"x 0.135'� -.- face nail in lapped area ' !! 15 Sole plate to joist or blocking,face nail 16d(3'/z"x 0.135'� 16"o.c. . I, 16 Sole plate to joist or blocldng at braced wall panels 3-16d(3'/z"x 0.135'� 16"o.c. � � 3-Sd(2'/z"x 0.113'� ' `{ 17 Stud to sole plabe,toe nail � . °, 2-16d(31/Z'x 0.135'� - .. , 18 Top or sole plate to'stud,end nail 2-16d(3'/s"x 0.135'� - � 19 Tap plaoes,laps at comers and inteasections,face nail 2-lOd(3"x 0.128'� - 20 1"brace ro each stud and ]ate,face nail 2-8d�21�z"x 0.113'� - �� p Z S�ICS 13I4n - � � 21 1"x 6"sheathing to each bearing,face nail 2-8d(2`/2"x 0.113'�' - - 2 staples 1/4 - 'f�� 22 1"x 8"sheathing to each bearing,face nail 2-Sd�21�2"X 0.113'� �'� . 3 staples 11` - I.I z� w�a�e�i"x 8"sheathmg to each bearing,face nail 3-8�s�`/nles 1/13�� - Y 4 �•�� Floor •` 24 7oist ho sill or girder,toe nail 3-8d(2'/z"x 0.113'� - �°•' ;�. 25 Rim joist to top plate,tce nail(roof applications also) 8d(2'/Z"x 0.113'� 6"o.c. � , � 26 Rim joist or blocking to sill plate,toe nail 8d(2�i"x 0.113'� 6"o.c. 2-8d(2'/z"x 0.113'� ' 27 1"x 6"subfloor or less to each joist,face nail 2 staples 13/a" r - � 28 2"subfloor to joist or girder,blind snd face nail 2-16d(3'/s"x U.135'� - 29 2"planks(plank&beam-floor&roo� 2-16d(3'/z"x 0.135'� at each bearing � Nail each layer as follows:32"o.c.at 30 Built-np girders and beavns,2rinch lumber]ayers lOd(3"x 0.128'� top and bottom and staggered. - Two nails at ends and at each splice. 31 Ledger strip supporting joists or rafters 3-16d(3`/2"x 0.135'� At each joist or rafter ' (continued) . �$� 2012 lNTERNATInNAL RESIDENTIAL CODE• �" � ��r� , _ . ,,; : . - ,. , ' ' WALL GONSTRUCT�N � `. . • • . �•' � TABLE R602.3(�}—�pntt�ued • : • . �ASTENER SCHEDULE FOf�$TR�CTURAL AAEMBERS ~ ;� .SPAqNQ OF,FASTENERA ,��, pESCRIP710N OF BUILDIN�MATERIAlS DESCRIPTION OF FASIENGRwa• EdgYa (M�a�wppp�+� ;. • _ (N+ol�s�' ' (b�oNao) i;;�;. ` . Wood etructurat penels�subfloar,roof and iMeriol'wall d�sathing Ao framing atM Pet�dsboard vraU i�lNtfikg to tnmGip � �.; ;. ' 6d•couvmori(2"x 0.113'�nail(subt1oo�wall� � �: ': bt1oo �Z- 'js"_'�a,� Sd c�omun(2'%="x O.i31'j naii(�eoa�f 6 1?d• ;� 39 •I9�#rt^In �H(�COIIIIDOIlII81��lIqaXO.131") , ( 12s t� :. 10i1 common(3"x�.148'7 nail or �$, 39 11�8�-1��4� 8d(21lz"x 0.131'�de�arnaed na'� • 6 12� f��it=,t' - otlee�wau st�Mhh,g^ . ��. '' '!Z"stinchaalcellulosic �1�1trgatvani�droa�ngn�,�/16"crownal"prown 3 ' 6 ' :[; ;� 3S. fiberboard sheathing . � shaple 16 ga.,l�/4"lang - ,'_;`: .36 �j��ral�c 1�B�/�i vanized mofng�l.'/76"cmwn a 1"crown •3 6 ��'`i� �� z � � .'�� 37. 1/1"gypsnm shea�hingid �'�1"gslvamzed r°°5ng na�;ataple Salvamaed, ' ' � il�z"1�:1`�a�'�.Z'9Pewor.3 7 7 ; ;.� S n �3�Ox��sa`!""�-�'+�^'� �t��., �� 38 �e �&YI��8° lg/BM lon8;�s�s�,�'Pe W or 3 7 7 (-'`C KE��;,� Wood ahuotural panela,Oombkmdon s�floo�und�rbytnwd�ta tYamtng �,t •:� 6d de�o�ed(Z"x 0.120'�nail or . - ��':`' 39 '/"aridless 6 12 ' � , 4 �d�ca�mami(2'/2"x 0.131'�nail • ,�� += .ay,: z „_ „ ' 8d cam�on(21/2"x 0.�31'�na7 or 40 �s 1 �8d defomoed(2'/2°x 0.129'�t►ail 6 ' � 12 . lOd�wa�ou(3"x•0.148'9 nail or 41 1'/'"-11��„ -� e a gd�(2'/z"X 0.1�0'�nat� '6 12 , _�e '# for SI:1 iach=25.4 mm,l foot=304.8 mm,l m�7e per hour�0.447 m/a;.l Ssi=6.8931�s. - a.Alt nails aoe smootl�common,box or defo�ed ehanl�exoept where othmvvise aWed.Na�a•osed faur 5amicg and sboatliing oamnectio�s s6�11l�ave miaimam a��8��8 Y�$�i�s•as�showa:•�SO l�i for shaak diameter of 0.�92 inch(20d caammon�i0.90 Icai for s6wk diamete�s lar�r than 0.142 incb but ��.:.� not Iac�a thaa 0.177 ineL;and 100 aai for shanTc dismeten of 0.142 ineh or Iess. ' �'`� b.Staples a�e L6.gage wire and havb aminimum�/�dinoh ori d'iameter cmwn wid�. � ,�' fl'R; c.I)isils shall be apaoed at not m,om than.6 inches on cwtes at sTl s�wLue spans sie d8 iaches or gcea0er. ' ;I;fi d.Fourfoot by 8-�oot or 4foot'by 9-fc#oApanels shall.be appltod ve�Cally. . ' : ;,� e.Spaciag�fasfoa�s not inciudod ffi dris table sha11 be baee�i oA.Tab]e 8602.3(83- , , a� f.For�having baaio wind spxd of 110 mph or•gn;8ttar�8d defocmed(21/s"x Q120)aails shall bo used far atmt�ing plywood and wood 6huadaal panel � roo�sh�ng do Eraming within mini�um 48-mch d'istaaca 5rom gable end vvalls,if�an roaPL'eig6t is m�tC lhan 15 fee�a�W 35�eet ma�nmum. .'" g.For tegioas having basic wiat�spoed p�'_200 mp�.ar ksg,aa�7s fot'a�g wood shrochual panel toa�she�img to g�tble•tad waliframiog shs1l be spsoed 6. inches on.�aqa.When basia wimd spxd is�a4�fhan 100 mph.as�s fa�at�in8 P�ml mo�'�Le��o m�mmed�tte auppaats a6a11 be.a�ed 6 inchee on cenoerfor�um 48 inch distanoe fmms�dges,e�s and g�le end w�ls;s��4 iaahes�oeoDrr bo�le eod waII ftamdog. . 6.Gypsum sheatLing sLa11 eonfaam to ASP1K C 13%and s6s11 be instilled in aocada�e wiW t1AA 253.PDAmsbwad�d�ing shalt confamu to AS1M C ZO$, `i � i. S�acing of fasteae�g on 800r aheadtinB P�'��P��o P9�n��S g�orte��memee�md s�hlo�tnB and at all�oa�r p�rs ��.t on1Y:SPac�ag of fa�.on rdof s6�in8 Pme1 edBea aPPl�s to��Sa'��S�� ' ;�`�. ac�a �qui�od Woc�LbB•B1oclvu$of�or . ,,� ��:��8 P��P�Peo�arlar ia tiwfram�gmnmbas nxd not be pcovided axcagt As neqafred�by�or�svvisiona of'B�ia cade.Ptoa per�eoer shall be s�po�d.by�ng membeis or aolid blockmg. • . J• 1�Vhe�e a�er is fi9etenedtu su sd' ' J��SJ�ia aeoorda�e with Uus schednlo.pmride i�d tx aeila m aa�e aide a�dx rnRrar and ooa nrpls fmm � . the ailiag joist oo top plate in accorda�a with�-schedol�.The toe�oail on the opposite alde o#the:eRer she]1 nd�l�e nqu�ed. ' : . ' . . �}- • � �4 :.� . t ` ,4�:! ' �:� , ^ t ' . ��:!�...':. . • � • jj';� � •6 3,�` #: . • `�� ir '� 9 ' 1i � � � � i �'.� , • �', 2012[N'FERNATIONAL RESIDEM'!AL COD� ' � �$� � ' ,� � : . 6avso�t�ngin�eving, Broc. SUBJECT Zd�D �J.f,e�fL�� i r►,/�" ��e��' ,SHEFT Nn_ � OF � 3524 Labore Road y� White Bear Lake,MN 55110-5126 �� PROJECT NO. �!� ��" �� 651.481.9120 Fax:651.481.9201 BY 6►J b DATE L!�1��l'7 www.larsonengr.com L.ar�Or1 , : � , . , ; _ _ _ _ _ _�__ -� --- RE f IDENTI-- —'- ` - -- . " '-- �_._.. . _._..___�-- -- - -- _ ' _.__ � � i _. — ' ' I � � � � AI��UA�RDRAI �S ' � , , , ' . ; � � Unenclos�d floor and roofIopenmg, open �nd �lazed;sid�s�of(�ndings aMd ; ; , j �I ramps� balconies, dec}ks or porches�rv �ch ar� �nOre than;3Q"�bove ; ( - ; : , : i ; grad or floor tvelow, require a guard�iTh a:minimum 36°hein,ht:� :� � , ! ' Op n guardrails mu t have intermec�iate rails or arr ornamentaP ' I ': � pa tern so that a s here 4' in diam�ter canriot pass�ttirough. ! _ � ` i , . � - — �� -- � , � � � J � � : : : ; � � � } � � zp � ' . � , � — - - _ ;_-- ----- ---- -!---_ _ ___ � ---�- , r---- -- , � 4 , ;� ! �; �► � \ � �i �� C � �; �i � � ,� . ��. � � '— �='_�_ —_---_ - -----. 3 ' � �; ..� z �" ; ,, , �� , � . " �?" ► „ �� , ; , , , �,� '�, � l� �' � � �� ,� �� „ � � �; � �' ti'�' ,� � � u �,_-- � ., �, � � -_� � i , � � i' _ __=%= Larson Engineering,Inc. SUBJECT �-7 O S�p_Eta.✓� De..v� SHEET NO. Z OF s 3524 Labore Road O�rvo M White Bear Lake,MN 55110-5126 r � PROJECT NO.[1 -1 7— !2 8 651.481.9120 Fax:651.481.9201 BY 1J n DATE<<�!-E�r '1 www.larsonengr.com Larson � � �� - T � � ; f 0 � �? t�-1 zx iz �Z> -zx��. � x � ho � �I � 2 x �-� a r� AT w l{. m.�, a .,� � r. _/ 2X IZ WT �b�� O�Cr 3 1 A, ,� � (Ty'�s� t.a P _ _ r c� u�s� s�� L�.t.S'L�O � .:,. r� x �aNt��.. A-r Hp�sE , � � � d �� (2 2�c 12 '�d � �� Q ( � � ; � Q � Z� , ' ;� (cl z-xt2:- Tcs-Ts � � " D, C, •� - � :. � rto F Q fz , 2�C 1 Z _ u.sE�t.+ti�► lkucua�.io -Z-soS }I co��D i N+�wL+�R- p-i � v� 0 9av�� `�`e�sTS % , � � � � � � � ,� � 2 � , � ` : \W D J � `4!- � � �a zx�y 3 ? o � � �s `� � S _ _ 3 � � �-I � � � � � � r O o W � x , �� Q _ , � N � — a � . � � �i � (�-) �-x�z- � �� : � a � //�\ \� � I � �I� . �.,1 I�' �` � W �•�� 9Q � �� '�� x� �1 S �► r ,� � 1� � � x '� � � d � � ^n �� N � �� o i �� L' � ` x �� p� � � �Y �[,� - �' o � v S(� � {_ � ,� .. J� �A �J a y� A aa.. y yy � a �j f z-1 tix�� = � �� M � � �. �� ;� ' X Z v 3 `�;Q n `� + ; � � �� j � ': � • I � � � �_.. � . , � l . � Larson Engineering,Inc. SUBJECT ��1 a 5�o�1Gl-t N(�C +��-- SHEET NO. 3 OF S 3524 Labore Road C�Q.o n�o � ��/ ppOJECT NO. << — �1 � 1 Z 7�i White Bear Lake,MN 55110-5126 651.481.9120 Fax:651.481.9201 BY N� DATE ll� ��/'7 www.larsonengr.com Larson ,�- _o � t _� i ❑`, a�� ro� �`�.�' �,.,. � .�' +1 0 � �w, J 1i. -' 3� � j�-- — +— — ——---r—_ .�_ _ ' � . ..: .._ . . . . . . .. - � oI �- - - -- T- - - - - - _' j j � � , I � ` I � �� i ;,--. i �`°' � I � ?� -� � �, I 4 0 0 � �� '; � � � � � � i �? � � y t i .=�, i o �i t d� � � i--- I ,� �+ � a 9 � I .�; - . '. � Q � '� J u � N � � ......�----� I ��. � �.. z i Q� � nl I ;'; I �. . � i❑ 1 � /� � �► � j '�j I � JI .� _ _ : I u � � a � � �� . � � � � I � � � V� A1 I � � �,� Q � 1 � I 'i: i � t� , � �� V � N I Of � I f' I t�LL � � g lll � I �D'; I � 3 � N I ^�: I ' � � ' � 3� 3 �tA � � $a � i � � � � ¢ � :.;t � E � I '� � � ; : � � �9 nl , � ss � � w I _� i � �� I .4, I I �'� � � � � �' � I l � � I ! � � ! ! I ' Ldrson Engineering,Inc. SUBJECT �Z� 5��^�� i`�+ -t�.JE_ SHE�T NO. y OF � 3524 Labore Road p�N p �t.t�t/ PROJECT NO. i� �' � �t — �2-�-I v White Bear Lake,MN 55110-5126 f 651.481.9120 Fax:651.481.9201 BY N � DATE /�,�/ ��!!"'► www.larsonengr.com Larson �� ►� � � � W � � � u� � ; � — . _ � � �� ' c i I -M?-nl a�� ° � i � �� ` � � � �.3 � r}i � � � � I � � � ! � � � � y _ e �h v .�� ? � w 4 �► � t � �, � 3�,� a°�i � �,� � e�- � r �► � 2 o , F, "�1 3 � r- R � � � _` `� � � �W � � d �`� ,� � � � J Z � � �� . 0 4 � � `J ►1 � U) � � ` ' . � � � � a ; � � � � � ro� � t� �i �� W �� z i � � � ' � � S� � � � � d �� 'c� � � � � �`� �- � �n z' � s,� � u ; � � � � � � i i � '� � � � t � � � � ' i �,� � � � � I ; � j �. __ I _ .� _ � ' i � ; fi � � Larson Engineering,Inc. SUBJECT �'7 C 5{-�»o�,_e-•c I7 L� SHEET NO b OF � 3524 Labore Road p yU N U . N�t, PROJECT NO. (I'L t"Z —�Z�� White Bear Lake,MN 55110-5126 — 651.481.9120 Fax:651.481.9201 BY N� DATE t(/2�A/!'t www.larsonengr.com Larson � � £ _ s � � � � �;' f .j A � I � �� w �1��-� i �"�3 � } t� � � i + � ��--� � k � �'� o � t� � � `�M t �iW � `� � ,�'}' ' � � � �i� �' � � .7 � �- ._�. ¢�- �� *�� d!s � '�, Y',�i m � � a � � ,� �. - a ° ��z �� z�w �" i , _, , �� :.. ^ - . � �� +, � i �. ° J �(1 � �� i � �i '� �- � � 4 4- _ __i' �-- , � : ; � p3 * — ,- �.`�� o ` � � ,- ,;,�, ► �" � 'i" ��i �.. �, �. �(. S s `A� _� 0 � � i• � � �`� i, .� �- ,� � ' �L.�.-� �'=�� ' � � � i4. � I �W 0 � '��, �I, a o � ; � Q cZ—? '_ � �- _ � � � � g-- s' ''' �- � .i �'► `� ° ' `� '�i � � P � -� - , . -.� � ` ��-- '^ ; � -° �� ,1 �� '� :.�,` �, � � �� - �;;, � � ,� `� � �.. :� ;i �l � � � � � � � � o � • •`� . �� " - `%il � � 3 � � � �' " :. ° � Vl�� g J i � � �' � �� ` � � ZI �A ,1. � � � � � � , � 4°�� j ,o _ ;• � 3�'�' � � ° - `� � � N �� - �` � �� 1 � �� ` t � � .� � k � `��, � � �? � �� '.� � . � � � � ' �� s, p J � � -x-�� f - i � '� Ul � �� J� � � �` '� W '` I Z u- �-�,�f.. ��A �; i . f , , � � I � i ; i � , � � i , i � 6 , � , � City of Orono �No Hardcover Caiculation Worksheet � PropertyAddreSs: 'Lo'jiD SG►�nt��t �r w `' f��•` Prepared by: �-0 (�r►S'�' Date: �.. �tr�► �2f�o/>7 Stormwater Quality Overlay District Tier: (Circle one) Tier Tier 2 Tier 3 Tier 4 Tier b Step 2:PROPC)3E�HAFt�3COYER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (sunrey must accompany this form). Include all ejcisting hardcover items that are intended to remain, as well as al1 proposed hardcover items that will be added. Use as many lines as necessary to accurately depict propossd hardcover status of� property. For Tier 1 properties, identify any features by letter which are split at the 75' setbadc line and calcuiate hardeover square footage se ratel for each �tian. Surve Hardcaver Item(De�scribe) Length x Width T��Feet „ . . . _ g �,.�� . � A o7e S.F. B .� . .b o S.F. C S.F. o S.F. E S.F. F � S.F. G � S.F. H S.F. I c., o—21 jl - /t Lo S.F. J q 1 S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S,F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total P Hardcover "t S:F. o ' ^�f a r Z S.F. ' S.F. S.F. $.F. S.F. 2 Total Exdudabb Hardcover S.F. 3 Net Pro Hardcover Subtract line 2 from line 1 S.F. 4 Tot81 Lpt Area v S.F. Proposed Hardcover Paroenta� I(3)+(4)] �Z..A�� °i6 This is an irt/amatron packet regarding Hardcover. Every efforf has been mar�e to inswa the acxwrecy of th�infnrmation c�+tained herein;however,if any in/om�afron is not oonsistenf wi(fi provisions of the City Code,ttl►►e Code prrriuions wRl prevaN. Page 9�9 City of Orono �o�o Hardcover Calcutation Worksheet �� Property Address: Z,o 7� S t�o+„��,,.� (�r , ��sN�� Pre ared b : Date: P Y .�„t, ,�s �rns�'r ti�a� 1 l/.�o/17 Stormwater Quality Ove�lay District Tier: (Circle one Tier Tier 2 Tler 3 Tier 4 Tier 6 Step 1:E7tISTiNG HARDCO�ER In the following table identify�II items of existing hardcover on the p�operty, keyed by letter to Certificafie of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properGes, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Surve Hardcover Item(Desc�ibe) �9�x�� g uare Feet � >�� x. � ,_ �-_ �:� . �- A. _ �,. , A 4 ,- a+.i 3 0 a S.F. B � ! Z S.F. C 33r~_ o - G� 2o b S.F. D L � S.F. E ? S.F. F ro�{�-e s �er. "�+V t� S.F. G '` 1� iimD Z S.F. H :� �•.•� 1 b S.F. I w^ 1' Wi h ` � '� 9 S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.�. 1 Total Existin Hardcover S.F. �� _�, . �� ,�:. � G � � �6 l.c � .S.F. S.F. S.F. S.F. S.F. 2 Total E,�cdudable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 1 6 S.F. 4 Total Lot Area o S.F. ��/S�7ti �Hardcover Percerrm9e I(3)+(4)I � �,,, �{� X (Proposed Hardcover ne�page) This is an infomration psdcet�eganding►-lartk:over. Every elfort has been made fo insure ihs eaw►�cy of the infa�matkn oontelned herein; however,if any lnformatlon is not consister►t wdh provisrons of the CJty Cbde,the Gade proviaions wNl prevail. 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Iron markar �. ��R<<�a9'� :.�:� :aakp,�l�tut�sota��r �, "�/� J'� DATE TIME CITY OF ORONO cnLLED IN INSPECTIO �10E t`ry � SCHEDULED � � PERMIT NO. �1 �� OMPLEf D � ADDRESS ��U S��C t'�.Q�� OWNER TELEPHONE NO��Z 3�'� �3 33 CONTRACTOR � DESCRIPTION C�� Trk�s /� •✓ 4~j �FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q �FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � �J INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO � , � COMME TS: ��'uss rp.oa�✓- �r �s��e��r�-s � � � �o�� sb✓'��QL bt,-.� d�nv�o� o � �lu�� b�/oc.� ne� L �rL ;s � ° - 6 s . Q � - W � ' �✓d5� �j l.t�l�f c S .�'r0 v�ti�r0 Q � J �v �u�O�rov<�.�d � �i� �,r�riv � w � j ��RK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE W ❑CORRECT VYORK S PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOYERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN �NSPECTOR W{LL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwneNContractor on site: Inspector: �� ' White CopyllnspectoPs Flle Canary CopYfSfte Nofk:e J� � � DATE TIME . CITY OF ORONO CALLED IN � � INSPECTION I�IOTICE �/ SCHEDULED PERMIT NO.a<��7"6IJ1Gf C MPLETED r � ADDRESS a d � OWNER TEL PHONE NO. �a 3 7 �� CONTRACTOR � � �S / / / / �r� � DESCRIPTION �� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING v3 ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q �RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ,/��v�J� � �_ Q OWNERICONTRACTOR TO MEET YOU:_YES_NO �� - 2 �'IEu� ltji Kt7o�s ti COMMENTS: ��- �y� �'4" �� C� 1=�.t.��.t ,6o/t,� � ,Stee� ,�S�s �^ L.C. O �LX'k 'EOJ� E6� ,7��t�C4 vr�cPs (�!) ot"�'9�� GLG�t�lc � G�►�d��eS� CI e�r'�, .c/�rt �x. � � !O` c�'e�Es � /Z�s� �i0�¢i'S �K W � . Q 2 �a�r��t -c o/t "� ��c�,�rue � W � j d W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W .B�CiRFiECT WORK d�PROCEED ❑ISSUE CERTiFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECaVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REdUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspect�n 24 hours in advanCe. (952) 249-4600 OMmeNCartraator on site: Inspe�tor: ��-►i M, � Whits Copyflnspector's File Canary CopylSib Notice i� e/ � DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTI SCHEDULED 1-� .�_� PERMIT NO. a � �� COMPL ED ADDRESS a�7D `-�'� //!11 � � 5? OWNER TE EPHONE NO.G�� 3�/ - 3� CONTRACTOR `�" � � � DESCRIPTION �` Q�-� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FiREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � tK� ✓ � !� �. � � . o D �,�w►N,Cy ONrt �'��t ` 1 r�a ,�tt tr. � �?d� � �hv��c. rv� � d-,l►� ��wt`- - /1a �.�. o - W _�-�� 1'i o wl d ' � bK � Cov�v F•P G�..�s� .�-- Q �+ � � 2 -�`M�' � VerN��fe w�s.�t G.A . i•s�L�//t� . � —�-�,'�v�n� Sc/trv s i... har�Z•�-..�G vs.s f ,o.�` � J�eiN ...._ CDy r«+ ��- �— �7+�.�!lCa� J d W� ❑WOHK SATiSFACTORY`.PROCEED ❑PROJECT COMPLEfE W�CT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECTVIbRK,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIFiED.CALL TO ARRANGE ACCESS. Cau for the next inspection 2a hours in advance. (g52) 249-4600 OwnedContra on site: Inspector: YVhits Copyllnapector's File Canary CopylSito Notk:e � �� S� ✓ ] TE TIME CITY OF ORONO CALLED IN /_��_I �. INSPECTION T SCHEDULED ) � PERMIT N � 5 COMP ED ADDRESS D L U�� OWNER TEL PHONE O. �� 7�S `�� / CONTRACTOR � � S'� � DESCRIPTION t~N ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � 'E}INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � �❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: �' ' /'�'� `d rs � �i � O' � j . d �'�`�' �'�J r��ce,�' 9 O � "� �/',./ G.o!/ 0 W � Q � � W � j � �L.I\W_O�RK SATISFACTORY`.PROCEED ❑PROJECT COMPLETE W O iARRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK��L FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT �CORRECTUNSAFECONDITiONWRHIN HOURS. p pHOTOTAKEN iNSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in�dvance. (g52) 249-4600 OwnerlContractor on site: Inspector: -�SJJ� _L5, White Copyllnspector's File Canary CopyiSfte Notiee