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Home My WebLink About2016-00031 - commercial remodel , CITY OF ORONO * Z 0 1 6 - 0 0 0 3 � * 2750 KELLEY PARKWAY DATE 1SSUED: 02/16/2016 ORONO, MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 3596 SHORELINE DR PIN : 17-117-23-43-0107 LEGAL DESC : NAVARRE HEIGHTS : LOT 000 BLOCK 007 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : COMMERCIAL-BUSINESS CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 437-NONRESIDENTIAL&NONHOUSEKEEPIN VALUATION : $ 500,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIRE,AND ELECTRICAL(STATE) COMMERCIAL REMODEL 4 SAC LTNITS PER LETTER DATED 02-10-2016 FROM MET COUNCIL APPLICANT PERM[T FEE SCHEDULE 3,629.92 STATE SURCHARGE(VALUAT[ON) 250.00 TERWISSCHA CONSTRUCTION INC S.A.C. 9,940.00 1550 WILLMAR AVE SE WILLMAR,MN 56201- TOTAL 13,819.92 (320)235-1664 Payment(s) CHECK 1024 13,819.92 OWNER A Plus Properties 3596 SHORELINE DR WAYZATA, MN 55391- AGREEME1vT 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 for due cause. , �� -- r,�� z �� i� �� l ��--��: �- � �� A icant Pe itee Signature D te Issued By Si ture Date . City of Orono Building Permit Application ,� �3 g `� 9 ,� for New Structures or Additions � Mailing Address: `(P Permit number: O ��—��J� Q�r PO Box 66 � `w0 Crystal Bay, MN 55323-0066 �,)�� Date received: �— �/ StreetAdd�ss:' Q � � � Received by: y ,� 2750 Kelley Parkway /f� ' dQ� �/�, Plan review fee: �/ — � �' �` Orono, MN 55356 n '�/"'� S9, 1qkfSH�� Main: 952-249�600 �/t�� Total Fee: aj.� 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: ,3 � c�' ��e b N ,SS'3�'I Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No If yes,a specia/event permit is requiried with Police Department and City Council approva/60 days prior to the event. Shuttle bus service will be required un/ess applicant demonstrates sufficienf on-site paiking is avai/able. Non-permitted events will not be a/lowed. CONTRACTOR/APPLICANT INFORMATION: ��" Name: �6Y],�,I j y�ka T1�(„�"tj�`p'1�� N!i � State License# Expiration Date: Phone: (cell) �,�� . � g . g/7 g (office) 3 z0 ' 2'.SS• 1(o b�{ Mailing Address: D �LL �4/e �/� 5 Ci : JLLVyJjZ ZIP: Z Contact Person: -�-; y�.� pa,rspy�5 Applicant is: ontrac o / Homeowner �c�►�b o�.� Email and/or Fax: �O�rs orr S@ 7`�.✓G i�YJ [ CaY� PROPERTY OWNER INFORMATION: 1 � nL Name: gU � X Phone(day): � Z Address: G� OI/i/�" �� City:�p��2g'}a ZIP• 'SS 3�� Email and/or Fax � ARCHITECT/ENGINEER INFORMATION: �"`��'"" �S�} '" ��LQ 3 Name: 1��I � Ir��o►'1 (��/1G51� �G�ll-r'eG�� Phone (day): � , Address: tL W S� Ci : �I.LW1�_ ZIP: �j Q� Email and/or Fax: � PROJECT INFORMATION: Descri tion of ro�ect: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal 8 ❑ New Construction Water Supply ❑ Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑Deck �Public Sewer ❑Accessory Building ❑ Single Family with Office/Commercial ❑ Relocation Q�rn�I detached garage �Residence ❑ Private Sewer �Other: (specify) I� ❑ Multiple Family/Condo ❑ Retaining Wall(s) Public 4-feet or greater �Public Water **Any earth movement may require �Commercial ❑Storage MCWD review 8 permits. �� Industrial ❑Warehouse Minnehaha Creek Watershed District(MCWD) ❑ Other: s eCi ❑ Private Well 15320 Minnetonka Blvd � p �� ❑�he�(SpeCify) Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) � �C7�C�V� Packet Last Updated: August 2015 Page 21 � � STRUCTURE INFO�RMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction I a. Length (ft.)= � Number of bedrooms= � ❑Wood/Frame b.Width(ft.)= �� Number of garage stalls: �lasonry / Areas in square feet Attached=� ❑Metal c. Basement= _� Detached=� ❑ Pole Bldg. d. 1$'Story = 3l Q ❑ ICF ❑On-site Prefab e.2"d Story= ❑Off-site Prefab f. '/z Story = 7 `� ❑Other(please specify): g.Total Area= _� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed 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'/:x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ Surve —2 full size,to scale meetin ALL surve re uirements ❑ 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 Privac Adviso 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 s500; • 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 altemative 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 govemmental agencies 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-buik survey at the time the Certificate of Occupancy 1s requested, a temporary 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. ApplicanYs Signature: Date: L b 0 Owner's Signature: �`� �^ /J. --- Date: �� , �-- Packet Last Updated.• August 2015 Page 22 PLAN QEVIEW CHECKLIST FOR NEW STRUCT�JRES / ADDITIONS Address: �"I�D cJ��re�(11�. �• Permit No.: �1(0 � �� Description of work: 1.1�f�►ImQ,r(�I� �Q,�� Date Rec'd: �' �1 •�� S�UV� �- WA I-G/ �'�es Septic review by: Date Approved: Zoning review by: Date Approved: Building review by: �dC,r.,i /7,Q,�t�',J Date Approved: z Grading review by: Date Approved: Zoning District: �� Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF/AC Width: Lot Coverage: SF % Survey Submitted: �es �S CI No Date of Survey: ��' 1� Revised date(?): Landscape plan submitted? � Yes � No Landscaper: Pro osed Setbacks: ( 1� ` � Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour) Perimeter(linear feet)= 50%= L.F. below grade Basement? � Yes 0 No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The dislance between the lowest proposed Slab at or above grade— START WITH floor(of the basement or crawl space)and measure from hiahest existina the highest pofnt of the roof. START WITH a�de to the highest point of the roof even if fill was brought in to elevate home. If you have a... SUBTRACTION • GABLE OR HIPPED ROOF o Slab below gra —measure (BASED ON windows): Subtract ha e distance � from highes ting grade to the ROOF TYPE) between the highe�s oint of the roof hi hest tnt of the roof. to the low poi f the corresponding If you-have a... gable or h ed roof �;�" GABLE OR HIPPED ROOF SUBTRACTION (no windows): Subtrect half • GA � OR HIPPED ROOF(with (BASED ON the distance between the ' dows): SubVact half the distance ROOF TYPE),, ` highest point of the roof to between the top of the highest window and the highest point of the the low point of the roof cortesponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF mansard,etc):No subtracUon. (with windows): Subtract SU RACTION Subtract the distance between the half the distance between ASED ON basemenUcrawl space floor and the the top of the highest EXISTING highest exisUng grade adjacent to the ✓"/ window and the highest GRADES) foundation OR 10 feet(whichever Is less). point of the roof /�'�/ • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defined building height %� subtraction. Deflned building height EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx ��-��. Average Lakeshore Setback Shoreland District MCWD Permit �1,' Met? Bluff � Yes 0 No Permit Number: � Yes � No � N/A � Ye No � 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf� � Yes � No 0 Yes � No 1 2 3 4 5 Type(s): Type(s): Fees to be Char ed YES NO Permit Plan Review State Surcharge l� Investigation Fee SAC—Number of SAC Units Other(specify) S uare Foota e $ er Square Foota e Basement X = $ 1�Floor X = $ 2"d FIoOP X = $ Garage X = $ Estimated Construction Value: $ �7�i �00 Orono Inspections Required Work Requiring Separate Permits � Footing 0 Site Plumbing 0 Grading/Filling � Poured Wall 0 Silt Fence/Erosion Control Mechanical �Fire 0 Foundation Survey 0 Hardcover Removal 0 Septic 0 Water Connection 0 Foundation Waterproofing 0 Other(specify) 0 Fireplace 0 Sewer Connection raming 0 Masonry 0 Lawn Irrigation Insulation � Mfg. � Landscaping � As-Built Survey 0 Other(specify) inal 0 Lathe Required State Permits � Other(specify) � Well Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: 0 See Builder Acknowledgement Form ` 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. D� � � , `� J Updated: October 2015 r\fnrmclnlan ro�iiow chce4lief 1 fl_9(115 ilnrv DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen waming", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to fumish certain private or confidential information. You are notified that: 1. The information you fumish will be used to determine your qualifica6on for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the pertnit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some informa6on may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourseff. 6. Your full name is required to process this application or permit. � �� First Middl Last l�� 1ti.�i!l Vv►�irL �e �� Address � ��r�n� UV��k ��wl 32�• 2�5� lc�� City State Zip Phone I understand rights as stated ov . Signatur Packet Last Updated: August 2015 Page 7 Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the apqlication will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. �� Completed Application Plan Review Fee Paid � Signed Escrow Agreement & Escrow Payment � <'�� Building Plans (to scale) x2 �� Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 (� Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a (� copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the WD at 952-471-0590 regarding this project. � Signed by: Address: R�: S � o �,��y;e. �v� 0 o U M! S5 � Permit #: Packet Last Updated: August 2015 Page 2 � • Roger Peitso � February 10, 2016 Building Official �� City of Orono PO Box 66 Crystal Bay, MN 55323-0066 Dear Mr. Peitso: The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for The Woofington to be located at 3596 Shoreline Drive within the City. The City will be charged SAC as determined below. SAC Units Charges: Grooming 2 stations @ 4 stations/SAC 0.50 Tubs 3 tubs @ 1 tub/SAC 3.00 Fi�ure Units 30 fixture units @ 17 fixture units/SAC 1.76 Aqua Aire Wet/ Dry Vac. 55 gallons/day @ 274 gallons / SAC 0.20 Total Charges: 5.46 Credits: Retail (Grandparent 1969) 6828 sq. ft. x 80% usable space @ 3000 sq. ft. /SAC 1.�2 Net Charge: 3.64 or 4 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at cory.mccullouqh(c�metc.state.mn.us. Sincerely, Cory McCullough SAC Program Technical Specialist CM: Is: 16021062 (703436, 391125) Determination Expiration: 02/10/2018 cc: Rachel Dodge, City of Orono Timothy Parsons, TerWisscha Construction (TWC, Inc.) File, MCES _- --" •� -..- . � :� � . - . .� �� . . .� � . • �•�- . . . . METRC?=�x_'�t.: `:�N � .�� C O U N C I L M GENERAL PLUMBING NOTES: _�i�,_ •>wsr.0�u vw�aHc vEa su�.no�nc.0 mocs. � a �/�/ n,ui n.ws.wo on�x��H:s,we sna�nc x runn�c � f! c>xsir�u M�hn x[�i[n aH�'m'we�c�wumc[[rixs r�o � � �EIIWISSGN� M PRONOE NHNEl qt EXIFNON S1P,IMKR f0li fL00R qiNHS � -.._ -. ... . "- ""�"` •CCEPiINC 1MPEM WA516 •••':-..��— .-`—.-�.-} •-�.. - ' 4-. . .. . • " fAGI M BUDwC DR/uN SH.1LL RbluN �UMpY�w 4R TIRII TIE ROOf. TMI R�MG Y1E ro BE Y. V E S T. v�� W HAVY uL ROLY'.N-In5 MM NKI�lEC1WK PLWS. B��VL B��otVlo B�IX i1BUAMY nMN iLa1 M ourooaa nnr nvcn APPLI£D E��'GI.VEER/A'4 , d OFS/4N.CLC K>NIIR SH/�u 1FHUW lE�MiNIWJY Ciw]�IFFEi��nES — . t9 M U PRJNDE flF.w'�113�T Nl fL00R DRAINS.W f�COR 9N(S svi in 4>1Q6Y Nl Raqt PVUN�OC�1ph5,1ND EIEVAlIIX15 MT1 sc�ee ��ml��eae mA/ARb�rtCi. r..l�]o)��ai�e NN PIPWC fAql TIE.WlIX1AfE -KNFOR�LKS:9UlY.pYEN90N5,NU flEV,111IX15. . YE MfNiEtNRK GOR 41E u1D u u . .. .e.��.r.r✓,.v.. ...�a _ �aN��o�� S�ar.E - PLUMBING FIXTURB MINIMUM PIPE SIZE SCHEDULE -- ]NUIII]R PLAY ARI A u , � i� °E"� RISER .. .. ,� . •C-t NA1ER dOffT� iANN IC] �o� �. - uv 1 3 1-'• - _ �Z� _ � = ao�s.•sax _ _ __ ' � _ 5fR 2 14 VE�T. GR [NG _ __ __ 2 _ ... � � rv�rm.lI - ... � II-'I,.�: l �' n F .ue I LOBHY ri i rz`ivu°�`"v`"�°o',m. v� �ou.��.'sr� a� �c r�ne�c � . � �-�z-. ...r,.�t.mmm .c-� . r� .__. �.,,� � „ �� v . .�. ."t-_ : � �.�-- . �.. �. �o- � � ��,� - i ; � J �. � � i ii I�.. , � �.z•y.�r�� . �vrv Y, �� - �w vu � ' i �...._d ___J ' . H��l��.�U�] � �L � L--__- _- _ i20 � Q O CONCI�ERGE �'"�° _ / O "c � _ � �� , 0 dc -�-�s� �'` I I�CK � e{� � � OFFICE� �� U ��NllRY � t � �1 O � � FIIII I'RI_P a-� � G HALL , „ _ � p I�� — � P,�F N� � . I s1o�a�E � i ' � O B RDING HAI I , ,_ �,-„e„ ❑A ]N -__ i i ��:il �a°W;:m:'�� I �oN*� l - '� — COMf-[IRT """"'"`. ,N➢ ..� �� 60ARI]INC, o�No.��. I PLR I -�-- nECNEOYBY. TRK �. ..I st� . �- - C / �/�G I � CnFO E .. m��__ __ �i al1j �E �� /�°°"v�vu�v.�n. � - ° HALI . .......�, o. SUITE SUITC SUIiE SUITE SUITE o.,m.m.SCneU�� o ,,. z ", ��< ,u �,RAND�,GRANU r,RqNfJ (��4tiD [�RnNn , x r� ^ c . _ �_ . i'� —. ,,y.,., -�� , , �� . . �-..�....�,�nh„r:,.�,...> ., f., .-.- �,. . i_ ._.�. —� . .__ �_�-_ _ _:. .. DRNN.WASTE.B VENTiIAN cEr,ERn� rvorEs: DRAIN, WASTE, & VENT PLAN O �E�EN� P101 �B��Na,m=,�"�",�;,:Y'�EW. � �u� �,,�:3i�e�_�-o- �,�."s— ————— ...,, , o, , i- GENERAL NOTES m^��w~�� 11 1� \\ TEPWISSCMi o..�.u. \�� 3 ..e�.....�.�r.a.eoe.r.�m.�.w �`"�•••m.s...r.x�oao..rowc.� � _�,.._. _. �. __.._ _ .�_ .. '�,w..Wro....,e.�....,�.m,e.Y�.�.�.,.�,s��s...... GENE515 .- ,. ., .. ,�.. .� .....�..o.....a..�,a..a.v.,..w....b...�.,e.�......,,..�.�.�o..�. �,..«.N.� ..�.,�m..,.,..,.e,..w.�.....,..o..w.a..........�...r...�.. „b_..,...,..n,,,...� �.�,.rwa..�......a.,...o.�,..,..�....�..�..a.�,..�....e.....e..,e:..,n.� : �- .. .��. „_ . . : _ __ . .� .y.�.--- – ��.....>...o. ,........a,-...,e. IPART1T10N SCHEDULE a�....�a ` j .. a,.,_.� ��...�,.�..,,.�., � ..,.,2...,,o. ...m,.A 1 .�.n..,o �::."'T - - — — -- ....,a>..n � �,,_� _ �.,....�.�.� , �...,..,�.o j�� 1� � �.r:.� �---�....� J :., '`�`�� '�.., —� �— � NOLOP09P�CE — —� �� —'— - NOOOP PL1Y�PEA ME� { �� ,�� ;' 0� `� u— —, '�; �--6„ y� � i = z � o , � � L�� c1� � � �' ..,... �'° I � > ,�. u., . .W.�..� ..o �°;'� � �� ? .'� , C • . . � � � � , ' 0 � , m . • ,,.. „,.– Q p a�r°'i ,; � `; O c u> � �Z �� _ j� �� 3 L� � Y N O �.LL �� —�� i'`r� �— �^ � c ��jt� ,oA cg �j, `i� rn o _ Q �-- � '�.-'2'�' ��'Y ! O r M� . I nd 1�, r " J � ^ ' '"'"_""� ___i I � � f .._ , - n��e.n� � ��H �� i C Farr • ��dosb�u.�m.e � 1„� . •I , —e�- �� eoa axc �) .:. _,_' _. ,�.:-e.� � � _ �_ L Q a •�wr.. � ra�� . . _ •r.vre.m.n�a.�� . . MALL ._.... '_— vaoiro "y /-/_ . 15111] 3 ' li „ �� – � � �„i ��. �� a� �ss IXUNNBv. �K g ' �TE sWrE SYITE SUIE gl/RE 1e � .._ c�fEG�oav�. � " ..:tz� —rrT '.— —rr 64�EscrvrouiF � �—` 6� GP_�� Gx�NO CP��NO .. . o" � Rr�u �z� e I. I s � i _ 6 .oW. 0 � � I ,E��W,E� ; , ,,a ._,—,>-Q_, — ,o___ ,o->__ a�, ' xew coHsraucnor� �.. F y o //�\ FLOOR PLAN �.., �uo � ToY ', 3 � NEW CONSTRUCTION FLOOR PLAN A2.O �. �I 2. y..u . �r � Je�emy Barnhart From: Jeremy Barnhart �� Sent: Friday, February 05, 2016 3:36 PM �� To: 'Tim Parsons' Subject: RE: the Woofington Hi Tim, i tried calling, but when I dialed your extension, I got some guy named Brent. The enclosure can be located at the current site, but also could be moved to a better site for circulation, and maybe more parking stalls. I'm open to the desires of the owner. An in kind fence is a fence replaced exactly as it was. For this fence along the north property line, a chain link or wire fence higher than 6 feet would need to replaced with a chain link or wire fence. Only if there was a rotted 6' high privacy fence could the 6'vinyl fence be installed, along the north side. Give me a call to discuss. )eremy Barnhart,AICP Community Development Director Direct 952.249.4626 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Website: www.ci.orono.mn.us From:Tim Parsons [mailto:tparsons@twcinc.com] Sent: Friday, February 05, 2016 2:33 PM To:leremy Barnhart<jbarnhart@ci.orono.mn.us> Subject:the Woofington Jeremy, I received an email from Roger regarding some items pending on this permit. In review of the Woofinqton Plans, 1 note that the trash/dumpster enclosure is an open style, vinyl fencinp. The reso/ution, condition#7, repuires that the enclosure be constructed of material similar to the principal structure, at a location approved by staff 1 also note that a 6'fence is required(and proposed)between the subiect property and the residential properties to the east. 1 also note that an existinq fence a/onq the north property line is proposed to be replaced by a 6'viny/fence. Only an in- kind fence (heiqht, openness)may be constructed in that location. Regarding item 1, I will design the trash enclosure to be a material similar to the primary structure. The majority of the building will be either painted block of EIFS, so I will come up with a design. Can it remain where the current enclosure is located on the site? Item 2 -OK Item 3—What is an in-kind fence? � � Tl�ank You, Tim Parsons �� P f;- _ _�, � , �'T1A�C �'��, TERWISSCHA COMS711UCT10N,INC. !'.'�i..�ll'I.�' ..�I!. ..,�F.�,..i'7 i�i�.'11.1f�'.� �.� rf�"ff,� 1550 Willmar Ave. SE/Wilimar, MN 56201 P: 320.235.1664 ext 217/T: 800.478.4892/ F: 320.235.3137 C: 320.894.9179 www.twci nc.com z City of Orono ��o�o Hardcover Calculation Worksheet Ii { \, A Property Address: 2��9� ��`� -�� 1 y�V l `°tf'„� Prepared by: �� Date: � � l � Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate 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 properties, identify any features by letter which are spfit at the 75' setback line and calculate hardcover square footage separately for each po�tion. Key to Hardcover Item(Describe) Length x Width Total S�rurve S uare Feet ��l� � 1��i,�� h va ''�-'f+n � "" s , �t��g,��+ '�`'1�� R. ' �f �,'1 Y �t �M ��2�,?,�hr� /`��fs`c�\'r. _ _ t �.o� r � ;� � "�,'".�r .Kr��U 't1J°� � 3;�e i. �, �� '��.,�.�4 ;.,[:i�r,5 ,A�:. ,1_ _ c'�..� ..� 4A S.F. B 1 L.1'�!N C� ! S.F. C yr2Z 5 p D S.F. r r—� S.F. E �, �. S.F. F '` " S.F. G �� i H „ � � O S.F. D S.F. I r� .i S.F. J S.F. K S.F. � S.F. M S.F. N S.F. O S.F. P S.F. � S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y Z S.F. S.F. 1 Total Existin Hardcover S.F. . _ ¢ . , s, . � �•. e,_._ _, Excludable.H��fcovei` 8eii C. �Coda�Sec T$-4684 c '. . , , ° �T S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 ► S.F. 4 Total Lot Area Z(� Z. S.F. Existing Hardcover Percentage [(3)=(4)) B/� gy v (Proposed Hardcover next page) Packet Last Updated: January 2015 This is an infoimation packet regaiding Ha►dcoirer. Every effort has been made to ensure the accuracy of the information contained herein;however,if any infomiation is not consistent with provisions of the City Code,the Code provisions will prevail. Page 16 City of Orono �'�N� Hardcover Calculation Worksheet �s�, `z Property Address: 3cj l�. � ��I�� 'tFSH00.�' Prepared by: � G�� Date: � C p � �.P Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier Tier ier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table,identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain,as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75'setback line and calculate hardcover s uare foota e se aratel for each ortion. Key to Hardcover Item(Describe) Length x Width Total Surve S uare Feet - `.�.h— e �.r�, a i'Y.-� �,�_"t,. A^.,�, r R�r`, �� r�.•�,.;�,"�. �, �ru`r ��'�� °i,S�e "a - s. taa � ,. ,� .aa� z �E» ,;�G,�„ � a .F:. A S.F.; B �1 S.F. G I � s.F. G Z r i 5 s.F. E S.F. F S.F. G S.F. H S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. � 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 Pro osed Hardcover 7 3 S.F. ,Eicc�ud`ble.'Ha�dcove� ��o�+�e"c�1�684; ,,, , t� y -:� S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 I 53 S.F. 4 Total Lot Area 7 S.F. Proposed Hardcover Percentage [(3)s(4)] � % Packet Last Updated: January 2015 This is an information packet regarding Hardcover. Every effort has bsen made to ensure the accuracy of the infom►ation contained herein;hoNrever,if any info�mation is not consistent with provisions of the City Code,the Code provisions will prevail. Page 17 a e A , ` �O�O C ITY OF ORONO � ,�„ Street Address: Mailing Address: Telephone(952)249-4600 '��, G` 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 1,9 �, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kFSHO� January 22, 2016 Tim Parsons TerWisscha Construction Inc. 1550 Wilmar Avenue SE Willmar, MN 56201 RE: The Woofington 3596 Shoreline Drive We have completed a preliminary plan review for the above-captioned project and find the following Items that must be addressed in writing before a permit can be issued: 1. Provide complete Code analysis regarding fire suppression,occupant loading,occupant load, sanitary facilities,exiting and locations of required exits. 2. Door#112 appears to decrease corridor more than 50%of required exiting width. 3. Address East exterior wall being less than Five(5)feet from property line and opening protection. 4. Provide door handle details for all egress doors in regards to Accessibility. 5. Provide Exit door hardware details i.e.thumb turns, paddles, push bars or lever handles. 6. Delineate location of Accessible parking,access aisle and location of signage. Additional comments may be identified following review of updated information. Please call if you have any questions. Regards, � �.��.!�J Roger Peitso Buifding Official City of Orono Direct:952-249-4625 Email: rpeitso@ci.orono.mn.us Fax:952-249-4616 CC:Architect, Phil Anderson Roger Peitso From: Roger Peitso Sent: Friday,January 22, 2016 4:02 PM To: Tim Parsons Cc: Jeremy Barnhart; paul@goapluscc.com Subject: Sewer Access Charge Tim, I just realized that this is a change of use and that there needs to be an application to the Met Council for an evaluation of sewer charges, if any. I know that there was an application for a salon that was going to go into that space and I think it was OK as is. We need verification of this so there needs to be an assessment done. Here is a link to the Met Council and the people you need to talk to. http://www.metrocouncil.org/Wastewater-Water/Fundin�-Finance/Rates-Char�es/Sewer-Availability- Charge.aspx?source=child Any questions please call. Sincerely, Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 , tt�N�. ��,*•�- 1 Roger Peitso From: Roger Peitso Sent: Friday,January 22, 2016 3:01 PM To: Tim Parsons Cc: Jeremy Barnhart; phil@genarch.org Subject: 3596 Shoreline Drive Attachments: Review Letter_1-22-16.pdf Tim, Here is a copy of my review letter and I have copied Phil Anderson.Any questions please don't hesitate to call. Sincerely, Roger Peitso Building Official City of Orono Phone:952-249-4600 Direct:952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 ��O j s' �,,� ��t��Ku� 1 - i� �� :i . � :� .e �, � ��/� *.' " !. �� ,;� ' � !� / , '. • /�� /��Ie� � � �- � y,''.Ys �. !. � ;y„ ,pi I .�;�� • � �� .; „ I �� • • i u; �, ,,,,• � �j� �, �. , E �� iO,� � ti�� r � 't�" 3+�k� P. �;'�" ;�iw�4.11 lrwc+r ir�N%r�r�'' •i�r. �iM�� ' 'Ri,�+ar�;; .,. , �� F �'�'�+�� .� ,� ^�+�fr� i ` � �. ,. �, � �_ _�,�_ _ � \ 6�JL:1L■., �� /�� I ' / � : /. . . �; =�� _ -- � . i- __ .�; �r�i� - , - - - � /<7v�...��- .—r—r—�.,��- r7�-- . �i \� - ,��: . _ _ _'��,. "��A• • ' � �'�,/`' ° r �- i ��_�� ''�r:-� _ � / � ,, . ' / � -- ��i�. . .,' �.r !�',;� ; � � � � (/ ' 1 f / � �� % __ . _..__ - -- -- – _+_ �, � f �� j � � ' ` � " �� .�� . . - �� ►vr �� CL�J�/ � ' �is� �' •� ��'>i�'.isr�� 'rf � r..�� - � � .,.- !� - � � � � _�"L��.i/� v - �'�='— �r - _ _ i� ��'�� — _ � /��' � � �'� / ,�' - . < <- ;� � ., ;:-� - ;•.►��.� ' ; � � _.....�::� - - - ., -.;, ;a,�_—_",,,�� ._ � ICC Copynght,;2012,Jndernallonal Cod�Cauncil,Inc Reprodi�ctian.b�rany rane�n�is pro�i��d r�is�� - �`• ' the (rademark'of InternationalE Gode°Counat, Ine anii'�is r�gste"r`�'b i,r'r`the t1�.�P�lent�an , '+ �Trademark�ftice`�oi add+Yidn�ai(orrr`rs;contact �: � .�xx��' �'"''`'�`� � `� " � ! �� . .a: > t. a a nn.�f a �"�;.�M �� I � : :� � .2 �. . �„ ,. ... - . . _ `, __ '�F4 .'., �`- . . — ':4 . ....- �,,. i. 7 az. � s :: £y, .,i��...r�...,�t.,� � � �' �� , I'WTERN�4filONAI CdC�E GOUNCIL, Ihl�.' . . � . � �� PH�NE 1-888-ICC-SAFE • WWW.ICCSAFE.ORG �tem r�o.000zPR�2 . , _ -----r-- CORRECTION LIST(cont'd.) - ' , No. DESCRIPTION ��e .�DOo'` fGl /� �� v'� Section .��,� ` -es wee __�, - G� �e � . c ��s i''�X��t as!'C � � � a 5 � �-c�im v� cc �� = < ��'-� �5 l � ✓C �/'�t � �t a � � . �e..� l�. � �G /o�i� � ni v .o a �vo�`�- � s � � oov, s �► Cl c e�G t b � �i ✓' I"d J/' P� l O �/' a'/'QG L Y�Q (� i h �/ � u v�'�t e� a`' • � ✓' v'Cv' �ri/ �e%ne 4� � c.G�4s u,..�,�� 9� dcCG �s s��e -2- NOTcS: N.R. - Not required , N.A.—Not applicable ADWIliV��TRATl��{ (��a�ater �� Complete construction documents Signed/sealed construction documents (to>>, io�.2) (�o�.�, stare�aws vary) �IJILDIPIG PL�4f��l��IG (C�apters 3, 4, 5, Sj OCCUPANCY CLASSIFICATION(302-3i2,508, 509) Single Occupancy (302.1) Incidental uses (509, TaWe 509) r `��_.� Mixed Occupancy (508.1) Accessory occupancies (508.2) GENERAL BUILDING LIMITATIONS(Chapters 5&6) Address identification (501.2) Apply Case 1 to determine the allowable height and area and permitted types of construction for.a building containing a single occupancy or nonseparated mixed occupancies. Apply Case 2 to determine the allowable height and area and permitted types of oonstruction for a building containing separated mixed occupancies. AREA MODIFICATIONS TO TABLE 503 Allowable tabular area,At(Tab/e 503J 1 Frontage �p'} � (506.2) V � �� Area Increase Factor due to frontage, � North East South West �r(5�•2) + ' O Total Frontage (��5y��ft. Perimeter(P)�� ft. Area Increase Factor due to automatic Width of open space (W)=_�� ___ sprinklers, 1,(506.3) � . Area Increase Factor , 3b J$ " � � due to frontage, l,= 3(0�,�5 3Q Conversion factor = . ��3 (506.2) ff = [p-0.25]� CASE 1 —SINGLE OCCUPANCY OR NONSEPARATED MIXED OCCUPANCIES(508.3) Using Table 503, identify the allowable height and area of the single occupancy or the most restrictive of the nonsepa- rated mixed occupancies. Construction types that provide an allowable tabular area equal to or greater than the adjusted building area and allowable heights (as modified by Section 504) equal to or greater than the actual building height are permitted. DETERMINE CONSTRUCTION TYPE CHECK ALLOWABLE AREA(506.4) Actual buildi��g area �� ft2 Atlowable area per floor(A� Adjusted building area ft2 �(, �3 x q+-�� = 3� o� ft2 a c t u a l bulldin g area+cornerslon factor cornersfon factor tabular area(Table 503) Actual building height �� feet �stories Total floor area(atl stories) � 3 Z� ft� Allowable building height _��feet 2' stories Alfowable floor area(all stories) Permitted types of construction ��C 3�� z o� x 3 -: <<<°,1�� ft� Allowable area per floor number of stories � Type of construction assumed (aJ (maximum 3) for review (602.1) �� Compliance verified � � -4- CORRECT]ON UST(coM'd.) � N4• DESCRIPTION Code Sectlon �� -3- • . CASE 2—SEPARATED MIXED OCCUPANCIES(508.4) � � Using Table 5a3� identif�r the albwable height and area of each of the sepaBbed oocupandes withln ths buiiding. Con- structlon types that provide, for each story o#the building� tabular aneas (as modified by Secdon 506) which result in a sum of the rati�of 1.00 or less and allowable heights (as modi�ed by Section 504) eq�al m or greater then the actuai height of the occupancy are pemnitted. Acbwi Ac�usted Adwl p�� 3�► �roup �flooF-a floor ares* height hsight � � ft � ft stories � ft �ories ft storiee ft° ft� ft stiori� ft sto�s ft� ft ft seories ft smries ft� ft� R sbo�ies ft sto�ies ft� ft _n_•amr(es _� ft� ft� ft sbries� n stories Area ratb(single fbo�)= E �'�fl0°��• + + + = s1.00 aiow.�.aree, at�r8bie� - •Itd�„�d aoor ar.a=.ce,.�Aoor.roa.cornnsr�lon iaqo� CHECK ALL�IVABLE AREA(506.5) Three sbories or less buildings °� Permitted types o�oonstrucfiion ,��` Four or more story bufldin�s 'Type af oonstnictbn assumed (Tatal area ratio 5 3) � f�r review (6Q'1.1) �' Compliance verified ME�ANINES (5Q5) Area li n (505.2.1) Openr�ess (505 . Egress.(505.2. Equi atforms (505.3) UNLIMITED AREA BUILDINC�S ) Na�sprinldered�one st�ry .2) aroup H occupendee (507.8) Sprinlc�r�ed� one sfi�ry(507.3) Air+creft paiM hangar(507.9) Two story(507.4) Group E buildings (507.i0) Reduced open spaoe (507.5) Motfon picttare theai�e�s (5p7.11) aroup A�buiidin� (507. , 7.7� vened and open mall buiidinge/anchor (507.�2) SPECIAL PROVISIONS (510) specief c�ond�ion appltcable (s1o.1) compl�nce v�e ed SPECIAL DETAILED REQUIREMENTS B�ASED ON USE AND OCCUPANCY (ChepTer 4) COVERED AAALl.AND OPEN MALL BUILDINQS (402) Open sp�u�e (402.1.1, .1.2) ,Plasticc s�ns (4Q2 B.4) Lease plan (402.5) _ tan�lpe�system(4Q2.7.1) Areaftype of constnicaon (402.4.1) Smoke controi (4Q27.2) Flre separations (4�4.2-40'2.4ti2.3) Standby Pawer end emernency vnicalalarm Open mall construc�on (402.4.3) � (4A2 7.3,402.7.4) Automatic sprinkler system (402.5) Fire departmeM aocess (402.7.5) Irrterior finish (402.�1) Mall width (402.$1 j Kiosk r�equirements (402.8 � uperrt(osd (4Q2 8.2-402.82.4) Playground structures 402.6 3) Egl�ess(402.8.3-4A2.8.7) Secu�ity g�illes etnd doors,(402.8.8J -5- HiGH-RISE BUILDINGS (403) Standb�l power(4U4.7) • • Construcdon (403.2) Interior finish (404.8) � ` . Automatic sp�inkier syste 03.3) Travel distance (404.9) Smoke detection (403.4.i) OTHER SPECIAL USE AND OCCUPANCY Fre alarm system (403.4.2) Undergrou structures (405) Standpipes (403.4.3) Motor hide-related occupancies , 510) Emergency v�oice/alarm systems (403.4.4) Group I-2 (407) Emergency responder redio coverage (403.4.5) Group I-3 (408) Fire command cerrter(403.4.6) Motion picture projection rooms (409) Smoke removal (403.4.7j Stages�platforms and technical produc- tion areas (4f0) Standby povver(403 4.8) Special amusemerrt buiidings (41 i) Emergency power(403.4.8) Aircraft-related oocupar�cies (412) Stair remoteness (403 5. Cort�ustible sto►age(413) Addfional stai�way •52) � us mater�ais (307.1, 414) Stairway doors .5.3) G ups H-1. H-2�H-3, H-4 and H-5 (4i5). Smokep exit(403.5.4) App tion of flammable finishes (416) Lumino egress path (403.5.5) Drying rooms (417) Ele�vators (403.6) � Organic coatings (418) ATRIUMS (404) V� units (4i9) Use (404.2) roups I-1, R-1, R-2, R-3 (4�0) . Automatic sprinkler system (404.3) Hydrogen cutoff rooms (421) Flre alarm system (40�4.4) Ambulatory healtl�care facitities (422) Smoke corttrol (404.5) shelters (423) Enclosure (404.8) Chiidren's play sVuctures (424) FIRE PROTEC760N (Chapters 6, 7, 8, 9) FIRE-RESISTANCE-RATED CONSTRUCTION (Tabies 601 �602 and Chapter� No�s:Entry fn � indicates required rating in hours. NC FIRE-RESISTANCE RATINGS AND FIRE TESTS (703) indicates nonc�mbustible construction required. Ratings/Combustibility �Cons#ruction classification (602) (703•2, 703•4, 703.5) COMBUSTIBILITY(602.2�602.3,802. 602.5 603) � �emative methods � i (703.3, 719, 721, 722) _�7�� Exte�or walls �_ Rated glazing (703.6) r� _�_ Marfting and identification (703J) � IMerior elements �/ Roof -6- BUILDING ELEA�ENTS(Table 601) `/ ' � • f1 ❑ _,�� At�iums (707.3.8) ❑ �J Structural freme(7n4) {� ❑ � LJ �_ �rx�dental uses (707.3.� Interior bearing walis ❑ �. Cornnol areas(7n7.3 8) ❑ � Irrterior nonbearin�walls � M��u ncy and fl ea _� Floor constructia� (711) tions(707.3 9 7�7.310,8ai �j�`re- ❑ ._� Roof construcdon (711) ❑ ---1._. Cor�rucGon (7n7.2, 707.5-707.10) EXTERIOR WALLS (507, TaWe 60'1, 705) VERTICAL OPENINC3.S(712) � � $O� W� Compiiance(7i2.1.1 - 712.1.18) Fire SHAFT3 (713) s��, �� w C -� ❑ d�� Construction (71�2= 7i3.12, 713.f4) Beari�9 ❑ Q ❑ � ❑ � ❑ -� ❑ Refuse and laundry chutes (7i3.13) Nonbearfng ❑ � ❑ � ❑ � ❑ '� � Ele�rabr lobby(7t914.i) Projedions (705.2) OTHER FI E-RESISTANT CONSTRUCTION MaterislsJstability(705.4, 705.8) � Flre walls (70i . � ❑ OpeMng prot (705.8.1 - 705,8.4) ❑ ire partnio s (708) ❑ V ' fire s rotection � ? 8.5, 7 .8.6� S ba ers(7091 � pa ,�� S tions (710) FIRE BARRIERS ('70� Pen tions(714) ❑ Shaft loe (707.3.1) Fi nt joint systems(715) ❑ IM ' r exit stai /ram P(707.3.2) O ing rote�ti�res (716) ❑ ' aocess stainMay mp (707.3.5) rs 7) � �P�a9�Y��3 Conc�aled (718) ❑ � Horizontal eodts(707.3.5) Thermal-and sou -insulatlng materials � � � � �'�e.� a {fc,�c � �. �>> � v�.(%�r �. l 0 l Z- G • 3 �,v � �G. .s jd�'�n � l�v _g }� �'�.,C�z � INTERIOR FINISHES (Chapter 8) s►naoa dsvel ment � � (801�1.1, �.i.2,803.9, TaWe 803.9) Floor finish 804 Combustible materials (805) Flame spread (8�1.1, �.1.2,809.8, TeWe 803.9) Deooratbns and bim(90B) TextileJexpa�ded vinyl�verir�s Acoustical ceilin g systems (8QB) (8031.3, 8031.4,803.5-80l?8) -7- �i�E PR�TE�TtC��d (Chapter 9�) " . AUTOMATlC SPRINKLER SYSTEMS (903) /� Hose threads (903.3.6) (Where required) /�J� �j '1�� I 3 DC� � Z,�� s � Sprinkler monitoring and alarms (903.4) A s s e m b l y(A-1,A-2, A-3, A-4, A-5) (903.2.1) 'Also see Fire.^,ode Sprinkler Plan Review Record mbulatory health care facilities(B) ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING � � �gp3,p,2� SYSTEMS (904) ucational(E) (903 2.3) lnstall�tion (904.3) _ _ F ctory/Industria) ( -1) (903.2.4) Wet-ch ical s ' tems (904.5) _ _.. . .__..__ Hi h-hazard (H-1 H-2, H-3, H-4, H-5) ___. ________ Dry-che c�l stems (904.6) 903.2.5) Foam syst (904.7) In itutional (I-1 I-2, I-3, I-4) (903.2.6) __ _ _ Carbon di e systems (904.8) Me ntile(M) (903.2.7) --------- Hai te (904.9) Re 'dential ( ) (903.2.8) __� Clean-agent sy tems (904.i0) Sto ge/Re ir garage(S-1) (903.2.9) Commercial 'ng systems Par n9 9 9es (903.2.10) (903.2.11.5, .21, 904.11) _ Wind wl s story (903.2.11.1) STANDPIPE SYSTEMS (905) Rubbi h nd finen chutes (903.2.i 1.2) Installation standard (905.2) Buildi s over 55 ft. high (903.2.11.3) _ __ .-_-_- __ Buildin height (9 5.3.1) Incide I uses (T'able 509) Group A (905.3 ) _ _ - Add' on I required systems Covered d pen malls (905.3.3) (T ble 903.2.11.6) Stages (90 .4) In ernatio al Fire Code (IFC 903.2.11.6) Undergro buildings (905.3.5) AUTOMATIC SPRINKLER SYSTEMS" (903) (Design) Helistop el rts (905.3.6) _ Sho drawin s (107.2.2) Marina oa rds (905.3.7) _�._ NFPA 13 system (903.3.1.1) _ __-__.___--___- Roofto garde s/landscaped roofs (90 .318) sys em . . . � _._—___�__._.__ Hose o�inectio s and locations NFPA 13D sysfem (903.3.1.3) ( 1, 905.4, .5, 905.6) (�uick-response and residential heads Cabi ts (905.7) (903.3.2) ___-- ---_---- Dry tandpipes ( .8) _ � _-- Actuation (903.3.4) - ____- Va, e supervision ( 5.9 _ Water supplies (903.3.5) � -S- � � PORTABL FIRE EXTINGUISHERS (906) a � Initia�ng devices (907.4) ; � 5 ��Q��. Required Iocatiorre (808.1,9a6.5, 90B.B) Occu � lG �� pant notification (807.5) � �r�stallation stanaard (sos.21 �nstauation (so7.s, so7.� �� Si�e and d(st�ibutlon (808.5) EMEROENCY ALARM SYSTEMS (908) /� Cabinets (906.8) Detecti applicable (908. 9A8.6) Installation (90�6 8) n monoxide alam�s (8i0iB.� FIRE ALARM AND DETECTION SYS MS (907) (Where�quired) �� /� n��1,�v„ Q� ��. SMOKE CONTROL SYSTEMS (90g) J� /� Construction documents/shop drawings Where required (402.7.2,404.5, 406.6, ( •1•1. 807.12) �Q8 8, 4i0.�72, 1Q2'1.i0, iQ28.B.2.1) ly(A-1�A- �A-3�A-4,A-5) Design requirements (909.1_gQg,4) (9i0 2.1) Busi Smoloe barriers(8�08.5) (B) (90 .2.2) _ Pressurizafion method (9U9 6) Educati nal(� 7.2.3) Airflo�w d�ign method (908.� Fac�ry F-1� F- ) (907.2.4) E�aust method (909.8) High-h rc!( 5/organic ooatings/highly toxic g es/ ic peroxides/ Design fire (9Q9.9) aoddize ) ( 7.2.5) Equipmerrt/Power(809.10, 809,i 1) _._, institution I (-1, I-2, I-3, I-4) (9�07.2.6) Detection and controi (809,12-908.1g) Mei�le ) (907.2.� Smokeproof encbsures (80�9.20) ResideMia (R-1,R-2, R-4) (s�o�2. 9o�2.s, so�2.�o� Elevator hoistway pressurizatbn (908z�) Single/m ' le station smoke alarms SMOKE AND EAT VENTS (910) (9i07.2. 1 Requiremenis(810.1 -910.9) High- ' bu Idings (907.2.13) Mechanical altemati��re (910.4) Atriums (90 2.i4) FIRE COMMAND CENTER (911) Other ildin s/areas (9�0 2.12, 72.15-9072.23) �� Requiremerrts (81 i.1.1 -811.1.5) FIRE ALARM AND DETECTION SYSTEMS (90� FIRE DEPARTMENT CONNECTIONS(912) (�i9�) Installadon (9121-912.5) Nesidenti s alarm inter�connection FIRE PU PS (907.2.1 . ) (913) ResldeMta daa alarm power source Requiremerrts (8131 -818.5) ��7z �� EMERGENCY RESPONDER SAFETY FEATURES/ Flre safe fun ' (gp7,3� RADIO COVERAGE(914, 915) � / �' r ► Requiremerrts (9i4.1, 814.2, 8i6.1) -9- OCCUPAWT W�EDS (�hapters i 0, 1 y, �2) . ' .. MEAPIS OF EG�ESS(Chapter 10} , � . OCCUPANT LOAD (1004.1.2 and Table 1004.1.2, 1004.4) CAPACITY OF EGRESS COMPONENTS Other (��5.3.1, i005.3.2) �� Floor + Sq.ft./ = Occt. occt. Total Ares person load Egress width(inch/oocupaM) �� loads 7 � � g .- �� Other egress component � � x . �5� � ��'�� Location Stairways Other egress components NUMBER OF EXITS (1021.1, 1021.2) Loc�tion Required Shown � � ��- '�l/GG � � - /1�0 -,o- , . � , � MEANS OF EGRESS(continue� GENERAL MEANS OF E�iRESS Design requiremer�s (1003.2- i0iO3.� � Door landingslThresholds/ArrangemeM _�Encroed�ment(iaas�� 5 c e n��s Jye` �L�io�e.�.s- �oo�i.s� � RCc.t�'tc�� pppr herdware (10i0'B f.9, 1008.1.10 Mear�of egress illumination (1006) ) ✓ �V � Stairways (1009) Exit signs(1011) `� A�le means af egress (100� �Roof aocsss (100916) `� Door sizalswin �� Pg(1010) 9�opening force L_ � (10QB 1- 10UB.i.3) Handrails (1012) " " � Specfel doorsK�atee/Turns�les `-"� Guards(1013j (1008 i.4, 1UA82, 1008.3) Luminous egress path markings(1024) EXR ACCESS _�Door number and artangement --"-' Aisies (1017) � (to�a�, to�s.�, io�52) �Q`� ..� /•y�cor�tdora(�ots) ' d Common path of egr+ess travel (1014.3) _ Air movement in oorridors(10f8.5) �Exit access tra�rel distance (1016) —" Egress balconies (1019) . EXITS/EXIT DISCHARGE � 6cite/Ex�t doors ��o�n, �02�1 `--Horizorrtel eocits (�a�s) �IMerior eotit stairvvays/ramps (102'1) xterior eocit ramps/stairways (1Q26) . ��P�9�Y$ (1�3) " Exit diacfiarge 102 � � OTHER MEANS OF EGRESS Miscsilsneous eg►�ess requfrements -- -Assembly aisies&ieatures (1015.3- 1015.6) (1A28.6- 1028.14) �— Bleachers(1028.t.11 �r' Emerg�escape anc) rescue(1029) �f►ssembly eo�ts�egtess (1A28.2- i028.5) � ��C-- ACCESSIBILI'TY" (Chapter 11) �/Sooping requirements (1 f0�) �� Dwelling units and sleeping units (1107j tl'Aocessible route (11U4) `"�_Special occupancies(1 i08) �� Acx�ss�le entrances (1105) `� Features snd iacAitles(1 f09) 5c� �� parking and passenger loading (1106) �Signage(1110) •Also see Acoessibilily Plan Review Record -11- 16VT�F€IOR �AiV1ROi�fAAENT (Chapter 12) , . � �� v 'I ' n i203 -- Sound transmission (120� Ven�abo ( )` ✓ Ternperature corrtrol (1204) ✓ IMerior space di�nsions (1208) � LigMing (120.5) ��Access to unoccupied spaces (i209) Ylards or courts (i206) � l� Toilet and bathroom requiremeMs (121A,2509) 'Also see Mechanical Code Plan Review Record BUILDING ENVELOPE (Chapters 13*, 14, 15) 'See Energy Conservation Code Plan Review Record � �i1�C EXTERIOR WALLS (Chapter 14) � ' Performsu�ce requiremer�ts (1403) .�comlwsable material restrichons (t4os) � Materials (1404) EIFS (1408) _��Exterior wall c�verings/MCM's -�—�—HPL (1409) (1405, 1407) ROO ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15) , / %X�S �`� v Weather protection (f503) Roof cov�erings (1507) � Flashing (i503.2, 1507.2.9, 1507.3.9, Roof insulation (1508) 1507.5.7, 1507.7.7, 1507.8.8, 1507.9.9) Rooftop structures (1509) � Performance requiremeMs (i504) Reroofing (1510) Fire cl�ssification (1505) Solar photovoltaic panels/modules (15f 1) Mate�ials (1506) STRUCTURAL SYSTEMS (Chapters 16, 17, 18) �j�� STRUCTURAL DESIGN (Chapter 16) STRUCTURAL DESIGN CALCULATIONS t Roof liv�e loads (i60.?.1.2, 1607.i2) �Submitted for all structural members Roof snow loads (1603.1.3, 1608;Chapter 7 of ASCE� (106, 107.1, 107.2.1, 1�4, 1605) Ground snow load� DESIGN LOADS ON CONSTRUCTION DOCUMENTS pD(1608.2; 7.2 of ASCE 7) �1603) 1f pQ> 10 psf�flat-roof snow load, Uniformly distributed floor Ihre foads p,(7.3 ofASCE 7) (1803.i.i, Table 1607.1) If pa> 10 psf�snow exposure factor� Floor Area Use Loads Shown C,(TaWe 7-2, 7.3.i of ASCE 7) If p > 10 psf,snow load importance factor� �,(7.3.3, TaWe 1.5-2 of ASCE� If p�> 10 psf� roof thermal factor� Ct(Te[�e 7-3, 7.3.2 of ASCE� Sloped roof snow load�p,(7.4 of ASCE 7) � Live load reduction Ponding instability (f608.3;7.11 ofASCE7) (1603.1.1, 1607.i0, 1607.i 1) -12- : DESIGN LOADS•(co�rtinued) � Siteciass(761�.32; 11.4.�Chspter20� � ASCE� ' Wind s (fB03.1.4, 1809;[�iqptens 2g_31 ofASCE� Des�gn procedure(1609.1.1, 1609.6, ��d��9n c�tegory ChapteB 26-31 of ASCE� � (i613.3.5; 1 f.8 of ASCE� Aibemate alf-heigMs method (1609.6) Basic seismio-�once-resis�n�system Wind apeed (1Lb�e 12.2-�ofASCE� Risk cat 3� F8 26 5.1 of ASCE� ��2��Ecoefficient� R (TaWe i�60.5;Table 1.�1 ofASCE7) S�c response coefficient� Surfe�ce roughness/Exposure categori� C•�12•8•'•��ASCE� (iBi09.4;26 7 ofASCE� �s�Pro�edure (12.8�ASCE� trrtemal pressure ooefficierrt Design base sheer(i2.8 ofASCE� (2611, Table261f-1 ofASCE7) Flood�loac�s (i803.1.7, t612) Componerrt and dadding pr�essur� � �•��P., Flood hezard enea (1812.8) (Chapi�r�of ASCE� Documentation (1612.5) . Main wind-force resisting system �S�� (27.4,27.6,28.4,28.6 of ASCE 7) ��(1614;Chapter 10 of ASCE 7) Earthquake design data �� (f60.?.i.5, 1 B13;Cileptiers 11- 18 and 15-23 of ASCE� �er loads Risk category Cax:entrated live loads (1807.4) (Teble 1604.5;Table 1.5-f ofASCE 7� Parti�on loads (��p7.5) Seisn�ic importanoe factor, l, Impact loads (1807.8) (11.5.1, Tab/e 1.5-2 ofASCE7) (N�,�ds (i807.6, 1607.7, 1607.8, �PP�$Pectral response soceleration, 1607.i3, 1607.14, 1610, 16i 1,2404) S,and S, (161:�3.1; 11.4.1 of ASCE� Structural irrtegrity(1815) � Design spectral response parameters, S� andS�, (1813.34; 11.4.4 ofASCE� D�ign requirements (1815.1 - i815.4) SPECiAL INSPECTIONS AND TESTS (Chapter 1� p►PProvals/Resea�h report(s) EIFS (1705.15) . (17Q3, i703.42)Report No. Statemerrt of special Inspectlons (1704.3) Fire-resistant penetratbns and jolnts Pre�abricated items (1704.2.� (170�5.16) � stee�oonstruction �r�osz� S��ntrol (i705.»� Concrete constn�ctbn (1705.3) Wi�d�equiremerrCs (17U4.3.� 1705,i0) Masonry constnicdon (1705.4) ��i8�� Wood constructbn (1705.5) (��aa.a.2, ��r, »05�2) Contractor res Prepared fitl and bundations P�ibility (i704.4) (��os s- ��os e� stn,ccurai observa�ons �»at.s� spray�ed�re-r�s�cant materia�a�d Testing(other) (f7aB- y�i i� coafiings (1705.13, 1705.14) SOILS AND FOUNDA'TIONS (Chapter 18) Soits investigations/Reports Load-bearing values (iB03.i.8, i80S) (18Q9.i, 180�?.2, i803.3, 1803.6) ��n walls, retaining waMs and Soil dassification(1803.5) embedded posts and poles(160� Excavatlon�9ra�n9 and flil (1804) Foundations (l6iQ8) Darr�proofing and waterproofing (1805) Shallaw fioundafbns (i8ag) Deep founda�ons(18i0) -13- ��'F�1CT�1�A� M�T�R�AL.S (Chapters 19, 2i, 22, 2�j � � ' COI�GF��'�E (Chapter 13) �________� Plain and reinforced concrete design/ ________ ___. Minimum concrete strength (Table 1904.2) construction standard specified Slab provisions (i907) (1901.2, i905) - --- _ Construction documents (1901.3) MASUNRY (Chapter 21) ✓ Design method, construction standard �/ Cold weather and hot weather specified (2101.2) construction spec'rfied (2104.3,2104.4) ___.� �� Construction documents (2101.3) �` Seismic design (2106) � Construction materials (2103) � Glass unit masonry (2i 10) • Mortar type(2103.9) '`�- FireplacesMeaters/Chimneys ----�----�- (2101.3.1,2111,2112,2113) STEEL (Chapter 22) Structural steel desigNconstruction _ Steel cable structures (2208) standard specified (2205) Steel storage racks (2209) -_ ___ --- ____ Composite structural steel and concrete Cold-formed steel desigNconstruction _ ------—. (�� standard specified (2210) ____,__�______ Open-web steel joist design/construction _ _ Cold-formed steel light-framed design/ standard specified (2207) construction standard specified (2211) - WOOD (Chapter 23) Design method option used (230f.2) Fasteners and fastening � ___ ______ (2303.6, 2304.9, Table 2304.9.1) MATERIAL STANDARDS/CONSTRUCTION REQUIRE- Heavy timber construction (2304.10) MENTS (2303-2306) Lumber(2303.1.1) Shear walls and diaphragms (2305,2306) Wood I-joists (2303.i.2) CONVENTIONAL LIGHT F ME CONSTRUCTION Glue-laminated timbers (2303.1.3) (2308) �C<S�� $ � t l� Wood structural anels ----�- Limitations satisfied (2308.2) __ _....--- P (2303.1.4, 2304.6, 2304.7) Wind/Seismic requirements (2308.2.1, Fiber-, hard-, &particle-, boards 2308•2•2�2308.1 i,2308.12) (2303.1.5-2303.1.7) ___�_ Braced walls (2308.3, 2308.9.3) Decay and termite protection � Foundation anchorage (2308.3.3,2308.6) (2303.1.8, 2304.11) �� Floor joists (Tables 2308.8jiJ, 2308.8�2]) ________ _____ Structural composite lumber(2303.1.9) �_ __ yyall studs (Table 2308.9.i) Structural log members (2303.1.10) ✓ Girders Round timber poles and piles (2303.1.11) � (2308.7, Tables 2308.9.5 and 2308.9.6) Fire-retardant-treated wood (2303.2) __ `� Ceiling joists ' - ----- Hardwood and plywood (2303.3) (Tables 23Q8.10.2j1J, 2308.10.2121) — -J Roof rafters Trusses (2303.4) (Tables 2308.10.3.(1 J-2308.10.3(6J) Joist hangers (2303.5) "� Roof upl'�ft (2308.10.1) -14- � � . NONSTRi1CTUR�4L IUTATERiAILS {Chapters 24, 25, 26) � GLASS AND GLAZING (Chapter 24) Sloped giazing and skylights (2405) � Safety glazing (2406, 2407,2408, 2409) GYPSIlM �OARD A�lD Pt�►S'PE�J t�m�ter 25) �� Gypsum board materiais Plaster(2507,2508,25i0-2513) (2506, Table 2506.2, Table 2508.1 j PLASTIC (Chapter 26� FOAM PLASTIC INSULATION (26p3) �vG�� ,� _ Special approval (2603.10) Labeling (2603.2,2603.5.6) � MISCELLANEOUS PLASTICS Suriace-burning characteristics __ __ __ _ Interior finish and trim (2604) (28013.3,2603 5.4) - Thermal barrier(2603.4) - P�astk veneer(28+05) _ Exterior walls/Roois (2603.5,2603.6J — Light-transmitting plastics (2606-2611) Interior finish/trim in plenums Fiber reinfor�ced polymer (2612) (2803.7,2603.8) ________ .__._____ Reflective plastic core insulation (2813) Protection against termites (2603.9) BUILDING SERVICES* (Chapters 27, 28, 29, 30) ELEVATORS AND CONVEYING SYSTEMS (Chapter 30) Construction standard specfied (3001.2) Conveying systems (3005) Hoistway enclosures (3002) Machine rooms(3006) Opening protectives (3002.1.1) _�__p Fire service access elevator(3007) __.. Emergency opera�ons (3003) Occupant evacua�on elevator(3008) Hoistway venting (3004) *Also see Electrical(Ch.27), Mechanical (Ch.28)and Plumbing (Ch.29) Plan Review Records � – .��. ��_�..._— SPECIAL DEVICES AND CONDITIONS (Chapters 31, 32, 34) �� SPECIAL CONSTRUCTION (Chapter 31) _ Membr�ane structures (3102) Automatic vehicular gates (3110) Temporary structures (3103) Solar photovoltaic panels/modules (3111) A�ings and�nopies/Marquees PEDE TRIAN WALKWAYS AND TUNNELS (3104) 3105, 3106 signs �aro�� Construction and use (3iO4.s,a�oa.4� Teleoommunication and broadcast towers Separation (3104.5, 3104.10) (310i8) Public way (3104.6) Swimming pool enclosures (3109) Egress (3104.7-3104.9) ENCROACHMENTS INT'O THE PUBLIC RI HT-0E-WAY (Chapter 32) Below grade (3202.1) Temporary (32p2.4) Above grade (3202.2, 3202.3) �'��L EXISTING STRUCTURES (Chapter 34) Building materials (3401.4) ___ _, Change of occupancy (3408) _ Additions, alterations, repairs __ Histo�ic/move�buildings (34Qg,3410) (��-�5) �^_ Accessibility(341 i) Fire escapes (3406) Compliance altematives (3412) _ Glass replacement(3407) -15- BUILDING EVALUATIO�i St�MMARY(Tabls 3412.7) . � ^ Existing occupsncy: proposed oxupancy: � . Yf9ar bulldin�was constructed: Numbsr of stories: Height in feet: Type of construction: Area per floor: Percentage of open perimeter increase: �o Corridor wall rating: Completely suppressed: Yes No Re��ired cfoor ci�isers: Yes No Compartmer�tation: Yes No Fire-resistance rating of vertical opening enclosures: Type of HVAC system: , serving numbe�of floors: Automatic fire detection: Yes No Type and location: Flre alarm system: Yes No Type: Smoke coMrol: Yes No�.._.�._� TYPe: Adequate exit routes: Yes IVo Dead ends: Yes No Maximum exit access trevel distance: Elevator�Mrols: Yes No Means of egress emergency ligh�ng: Yes No Mixed oawpancies: Yes No Safety Fre Means General parameters safetY(FS) of egress�ME� safety(C'S� 3412.6.1 Building height 3412.62 Buil�ng area 3412.8.3 CompartmeMation 3412.6.4 TenaM and dweliing unit aeparetions 3412.6.5 Corridor walis 3412.6.6 Vertical openings 3412.6.7 HVAC systems 3412.6.8 Automatic fire detection 3412.6.9 Fre alarm system 3412.6.10 Smoke coatrol "'** 3412.6.11 Means of egress capacity '''' 3412.6.12 Dead ends •f f ! 3412.6.13 Max.exit access t�avel distar�ce ••"' 3412.8.14 Elevator coMrol 3412.6.15 Means of egress emergency lighting ""' 3412.6.16 Mized occuparicies ,��' 3412.6.17 Automatic spriniders }2= 3412.6.18 Standpipes 3412.6.19 Incidentel use Building score—totsl value ••"•No appik��ble vslue to be inseKed. BUILDING SAFETY EVALUATION SCORE(Tab/e 3412.9) Formula Teble 3412.7 Tabte 3412.8 Score Pass Fail FS-MFS 2 0 (FS) — (MFS) _ ME-MME 2 0 (ME) — (MME) _ aS-MOS Z 0 (GS) — (M(3S) _ FS = Flre Safety MFS = Mandetory Fire Safety ME = Means of Egress MME = MarxJatory Meens of Egress GS = General Safety MGS = Mandatory Generel Safety APPENDICES A - M Appendices adopted (i01.2.i) Compliance verified -16- � � 1�� S 2016 ��0 C ITY OF ORONO � � Street Address: Mailing Address: Telephone(952)249-4600 ti�, ` 2750 Kelley Parkway P.O. Box bb Fax (952)249-4616 lqkFSH��G Orono,MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us January 22, 2016 Tim Parsons TerWisscha Construction Inc. 1550 Wilmar Avenue SE Willmar, MN 56201 RE: The Woofington 3596 Shoreline Drive We have completed a preliminary plan review for the above-captioned project and find the following Items that must be addressed in writing before a permit can be issued: �Provide complete Code analysis regarding fire suppression, occupant loading, occupant load, �sanitary facilities, exiting and locations of required exits. oor#112 appears to decrease corridor more than 50%of required exiting width. . Address East exterior wall being less than Five (5) feet from property line and opening �rotection. rovide door handle details for all egress doors in regards to Accessibility. � Provide Exit door hardware details i.e.thumb turns, paddles, push bars or lever handles. �Delineate location of Accessible parking, access aisle and location of signage. Additional comments may be identified following review of updated information. Please call if you have any questions. Regards, � �� Roger Peitso Building Official City of Orono Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 CC: Architect, Phil Anderson '1550 WillmarAvenue S.E. Willmar, Minnesota 5620'I � s. . ._. e ... e �_. r �.,. .�.. ..�.... ....a,. .., eee..._..n.�. .�.u.�._��.��A. ��ex.��e�. � ._�.,�,..�_ TERWISSCHA Phone: (320) 235-1664 CONSTRUCTION, INC. Fax: (320) 235-3137 Roger Peitso February 1, 2016 Building Official, City of Orono 2750 Kelley Parkway Orono, MN 55356 RE:The Woofington This letter is in response to plan review comments. Responses listed below correspond to the 6 items in the letter dated January 22, 2016 and enclosed are two copies of the revised ptans. 1. See attached revised Code Summary sheet G0.0 and revised Site plan sheet A1.1 for additional egress plan 2. We will reverse the swings of Doors 112 and 113 to not impact required exiting width. See attached revised floor plan sheet A2.0 3. The existing East exterior wall construction is 12" CMU with interior 2xwood furring (fiberglass batt insulated) and one layer of S/8"gypsum board. Per UL Design No U901 this wall fire resistance rating is between 2 and 4 hours depending on existing loose masonry fill. Per Table 602 of the IBC,this wall is required to carry a minimum rating of 1 hour. Per Table 705.8 of the IBC, unprotected openings between 3 and 5 feet from a property line must consist of no more than 15%of the exterior wall area. The area of openings within the East exterior wall (66 SF) account for 5%o of the exterior wall area (1260 SF). 4. Will Comply. Subcontractors are currently being selected. Requested details will be provided before their installation. 5. Will Comply. Subcontractors are currently being selected. Requested details will be provided before their installation. 6. See attached revised Site plan sheet A1.1 delineating parking, aisle and signage location as requested. Please let me know if there is anything further eded prior to issuance of a permit. Respectfully, Tim Parsons TerWisscha Construction, Inc. 1550 Willmar Avenue SE, Suite A Willmar, MN 56201 r'4Q'= ;-.Y P:A�2S 1, �Y��-�_��' Minnesota State Energy Code Cafcuiations and Mechanical Code Requirements Form Additional copies can be found by going to: http:l/www.cfii.mn.govlCGLDIPDFlsbc 1322 cert.pdf . �Tlid�1.8 Cer¢i.�caee - �e��zv�i c4�.� oabe:� I Site Addr�; �`� -�`--��,�,]�_�el� , Contrac..�tor Martiae• � �' � � L.bner�se Nuntt�er: Eta�ca!'ie� Ty,�e .f � TygAe L.a�rtlb�e� .5�iz� .f'�X�f.�t� IQ�-�oA�u� llir R t,�r � � w � - .�_...... , , _ , �r� �,�,. s3��- � r .�F - ii�m 3ttii..yt . or nr Zk� �l.: Fo+A tian Wa� Y�,�ior�oe�„a cx rT,r�qr.f ...._.. � ..,. � _ � A Gr-vF b�eat - � .—._. .._._.__..`. 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Tw°�.�, f��- €g� �4 �3 rv r�- F Lnr�aw Casr�iTiaowvs ire;rrt�i��lati�r Totaal l�ra!'Fl.�#ie�rr l�9ec�1 Verrt�afion �a. �^ 2'1'7� c,- _.._.��...._._.___._...._._. �'r`+ _-__ ._._, Packet Last Updated: August 2015 Page 20 V D T TIME CITY OF ORONO CALLED IN � INSPECTION N I E SCHEDULED — /D: 4�% PERMIT NO. �� C MPLEfED ADDRESS ' � OWNER TELEP C1�NE 0��" '� 87 CONTRACTOR� �� DESCRIPTION lt� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ` ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ 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 ❑�S�TIC INSTALL 2 01NNER/CONTRACTOR TO MEET YOU:_�YES_NO / � COMMENTS: .�, , � a j��; �,'C ( G'? c:' �:f .✓(.{ � �i�,;; �'- ,c:.�, :i �/1 � , � �� , , �, / � ��cp� r!�'�'�`1`"�'c/'�'c 9 � ��, ��_�j� � G �Cc�� -��C .�� lu�� L:vu¢� � o , � Q � G� v`l � �� , 2 1.�Q l �-' ��. l li, ., .. � � �� C.`�; `r 1'/ /L,�-�/ 1I"JCri .�7;� �� G. � � / � O W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � �CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING 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. (g52) 249-4600 OwnerlContra,�q�r on site: � Inspector.,,��`"��I "��ti'� �^ White Copyllnspector's File Canary CopylSite Notice l/ DATE TIME CITY OF ORONO CALLED IN �� =-��L� INSPECTION� ICE SCHEDULED PERMIT NO. � COMPLETED r ~ � ADDRESS �-5�1�o '1 1'C��,ltit �',' /�-C OWNER TELEPHONE NO?�� '�� CONTRACTOR � �/�� - .t�,C.c�.0 � � DESCRIPTION ��- ��'�-�� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � NSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � � ,�:1 ✓ ��{^ l�� '1 v � C CJ r''L j''(� � � � o �,��, ,, � `,' �,�/ �1- ��'` \ � � �f2'i COG�L�G�' ?C ��'�C�v' ' c.�� Q!� . W � � J d W ❑WORKSATISFACTORY:PROCEED O PROJECT COMPLEfE � CORRECT WORK&PROCEED ❑ISSUE CERT�FICATE OF OCCUPANCY W O C�RRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (g52) 249-46�� OwnedCon on site: � inspecto � C -�' White Copyllnspector's File Canary CopylSfte Notice ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION ,�1� ��T-� sc►iEou�Eo ']�j� PERMR NO. �`� ✓ COMPLETED _��//(�(L � ADDRESS �� u�/'lmli'e Il vt e ,�d�/(�G� . �HNER /T� ELEPHONE N"O.J CONTRACTOR ! �.'L'l�l/!�S�'vl�'(' �I�at �7T.v►�/C�/O��il � DESCRIPTION 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATtON WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OMfNERICONiRACTOR TO MEET YOU:_YES_NO y COMMENT� ¢ �/ - � �/.��2 ��'I�C 2�i vt � d` C � C Ui" 0 o r o� �-m �`� �� v' .� � v Ud' � C� � �' ° <' � � . ��r� � W Q !9 ✓l- I/ (/ �'� l��" � �G��/' �/' C'f ! G�l � I'l z W � U /�'t m�1 0 d' v vf C �/'�!i' � on a W ❑WORKSATISFACiORY:PHOCEED O PROJECT COMPLETE � ❑WRRECT WORK 8 PROCEED �IS3UE CERTiFlCATE OF OCCUPANCY W 0 WORK,CALL FOR REINSPECTION TEMPOqARY ORE CdVEA1NO PERMANBdT ❑CORRECTUNSAFEOONDITIONWITHIN HOURS. p p�{pTOTAKEN INSPECTOR WIL.L RETURN ❑�ATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �/� �INSPEC710N REt�U1RED.CALL TO ARftAN(iE ACCESS. X� CaN forthe next inspection 24 hours in advanoe. (952) 249-4600 on site: Inspector: WMM OoPYM�ecto�'S FlN Canary CopyfSlE�No11os DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE / SCHEDULED PERMIT NO.�b��' `�(��3` �coMP��eo _`?� � 1p ADDRESS �� Sl2?'��ll�� "�c�+�, OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION ✓ u`'�� `�l ��s� ��r'" �� ' 41 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ ADON SLAB ❑ 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 _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTRACTOR TO MEET 1'�U:_YES_NO c� COMMENTS: �`I C'{l�'eCt'S �G''Ofi° E�' .�� l �� l�C/�7 ��L ��(p � f �� -r G[/ L�P�i�7 o 'o �' �/' C? �e r i!/( -�� ✓a�iC��if � �f," �l�� 0 � W Q G U� ' � Z U � W � W � j d W WORK SATISFACTORY:PROCEED ❑PRW ECT COMPLETE � ❑ RHECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COA/ERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advan�. (g52) 249-4600 OwnedContra r on site: Inspector: '' White Copyllnspector'a Flle Canary CopylSHe Notice DATE TIME CITY OF ORONO CALLEO IN INSPECTION NO CE SCHEDULED PERMIT NO. ` COMPLErED -:�� : ADDRESS .3 �G Sli��R . �O.��l/(�- -- OMINER TELEPHONE NO. CONTRACTOR � DESCRIPTION ty FOOTiNG ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ RED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑WATEH HOOK-UP ❑ FOLLOW-UP 4Qi ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z J ❑ DEMO-SITE ❑ SEPTIC INSTAIL ? O'WNERlCOKTIUICTOR TO MEEi Y�U:_YES_NO � COMMENT� � o �G�,�y - v� avl /'l�� ►_r�o+� � � � '' ! Q � z ,/� W `T,II //(�/�/�' � j � �WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑C�RRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑(X�iRECT WORK,CALL FOR REINSPECTION � TEMPORARY C) �� PERMAN9dT ❑(�FiRECT UNSAFE CONOITION WITHIN FIOURS• O PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.G1LL INSPECTOR ❑dTATION ISSUED ❑INSPEC710N REal11RE0.CALL TO ARRANf3E ACCESS. CaN ror the next h�spectbn 24 hours i�+adnance• (952) 249-4600 site: Inspector: CopyMnsp�cta's FlI� Gnary Copy1811�Notics J - 5 �`�- _ ,/ TE/ _ TIME CITY OF ORONO CALLED IN INSPECTION ICE SCHEDULED — � /L','_3C% PERMIT N�� 1 COMP E� - ADDRESS �� ` ,� ;_C��-C�C� /��^-� OWNER — TELEPHONE NO.��'"� '��g� CONTRACTOR %��'-��-�SC ��!�� DESCRIPTION ��l L� ��j � �� ` ` �� ly ❑ FOOTING ❑ DEMO-(�INAL/i ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBIR}6-RT ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RAOON SLAB ❑ 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• Y NO ` y COMMENTS: `� a ly �� c c� � � � o . � - 0 W ` � � Q - 2 � � � .L✓'�" t Q� � , � � � `l � � fe� 5' ��n �' �n � P f�� a W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CO ECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED_CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952) 249-46�0 OwnerlCon on site: � Inspector. White Copyllnspector's File Canary CopylSite Notice �� DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTI E SCHEDULED PERMIT NO. � COMPLETED Ty�°"ADD� [' _,1 � � � C f �S-G��I!Y3� �-rC OWNER TELEPHONE NO. r a�- ab�'� CONTRACTOR � GL- � DESCRIPTION �� a � �vr C' G . t11 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ S PTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU:�YES_NO � COMME TS: -� a � /�QUI l� �YaGf f� `�I'� rti' �? � �- l �� r a ��o � 2- e�to�UL° �y ,�� is o�^�� v,�� ° dil � �/ Q� 1G C�/' ��1.� �G /Oy� Q ��e�'�o� o� � a W � W � j d W ❑WORKSATISFACTORY:PROCEED O PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O RRECT WORK CALL FOR REINSPECTION TEMPORARY B ORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WIIL RETURN ❑STOPORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED_CAIL TO ARRANGE ACCESS. Cal1 for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContra r on site: Inspector. White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. �L� �� COMPLETED ��8'� ADDRESS �� 'e OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ I SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ A BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTFiACTOR TO MEET YOU:_YES_NO ��., COMMENTS: � � j �� ' � � � . � 0 �. � � 0 � � �►o�' " � � � - Q � a z � �wt , Gt �1 i � � , f r D U c�► I J d W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPIEfE � ❑CORRECT WORK 8 PROCEED UE RTIFICATE OF OCCUPANCY W � ❑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 �CITATION ISSUED ❑INSPECTION REQUIRED_CALL TO ARRANGE ACCESS. � .7 //j��` Z� �j� l�{y D Cail for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlCon r on site: Inspector. White Copyllnspector's File Canary CopylSite Notice �� DATE TIME CITY OF ORONO CALLED IN INSPECTION N,�TICE SCHEDULED , /(o � PERMIT NO. x"il�-OOB�� COMPLETED ADDRESS j S ��' �� S ��tC%6'�C' � iYto d/2 OWNER TELEPHO E NO �v�-��D� CONTRACTOR : � DESCRIPTION ' k1 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ $�PTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:L1 YES_NO �_--- v�, COMMENTS: � W a o � I,t/�l � !/� � !� �'/C�i lUl �. �C �G� � - �- ,��lC� �-< �C � rl��' o � � Q �y 1 f�i��i �j�Q � . a W � W � J O W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED UE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR 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 OwnerlCon r on site: , . Inspector: White Copyllnspector's File Canary CopylSite Notice