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Home My WebLink About2015-00582-VOIDED CITY OF ORONO ' BUILDING PERMIT APPLICATION �� .�,�D FOR NEW STRUCTURES OR ADDITIONS �� O ' A,. Mailing Address: �`�1 VO PO Box 66 Permit number. � • Crystal Bay, MN 55323-0066 Date received: '2,� � ,� Street Address:' �� , � 2750 Kelley Parkway ��CJ..�� plan review fee: �3� . $ L Orono, MN 55356 ��kEs Ho�� Total Fee: Main: 952-249-4600 Fax: 952-249�616 www.ci.orono.mn.us This application form musf be completed in full and all requirsd information must be submitted. Incompiete applications will be returned: (P/ease prinq GENERAL INFORMATION: 3 � � ' �SS��C ��D��/� �� 5-3-�� Job Site Address: Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No lf yes,a special event permit is requir�d with Police Department and City Council approval 60 days prior to the evenk Shuttle bus service will be required unless applicant demonstrates su�cient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: �-- • Name: �_( �,/A,� �lS l Ar� State License# Expiration Date: Phone: cell office Mailing Address: ,� �' Dh-' Ci : � ZIP: G Contact Person: A,✓ T A � Applicant is: Contractor / omeowne (Circle One) Email and/or Fax: �4„�l�i� fi A�✓jT�',-M/�/L, f�/►-1 PROPERTY OWNER INFORMATION: .�- Name: �J ✓'A� �/s //�,✓► Phone (day): p Z Address: � D�� Ci : D��J ZIP: S �� Email and/or Fax �s vR� /S Tr A N� �'-f^/►1/-�/�. !�M ARCHITECT/ENGINEER INFORMATION: Name: � L � R 1� IZG�1 �£ L V/Z � ��..�. � Phone(day): 6 3 Address: � vzt c� � LEP�qv[,.� ZiP: Email and/or Fax: ,2�L G D,42/f !Z�- , Go� PROJECT INFORMATION: Descri tion of ro'ect: �"t 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& ❑ New Construction Water Supply ❑Single Family with ❑ Residence Addition attached garage ❑Garage/Accessory Bldg. ❑ Public Sewer Accessory Building ❑ Single Family with �Deck ❑ Relocation detached garage ❑Office/Commercial ❑Other:(specify) ❑Multi le Famil /Condo ❑ Private Sewer p y ❑Warehouse ❑ Public ❑Storage ❑Public Water "*Any earth movement may also require ❑Commercial ❑Other(specify) MCWD review 8 permits. ❑ Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑Other:(specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ ��Q, l�J STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= [ �F � Number of bedrooms= w //,�� ood/Frame b.Width(ft.)= I I �� Number of garage stalis: ❑Masonry Areas in sauare feet Attached= ❑ Metal c. Basement= Detached= ❑ Pole Bldg. d. 1$'Story = ❑ ICF e.2nd Story= ❑On-site Prefab ❑Off-site Prefab f. YZ Story = ❑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 A licable ❑ Permit lication ❑ Pro osed Buildin Plans ❑ I"d MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ Surve meetin all re uirements � � Stormwater Pollution Prevention Plan ❑ Cy�' Hardcover Calculation s � �' Se tic S stem Site Evaluation Re ort ❑ 6d" Access Permit 0 l� Wetland Buffer Im rovement Plan � En ineered Plans for Retainin Walls 4 feet or above ❑ Minnehaha Creek Watershed District Permit s ❑ Plan Review Fee � Application Escrow&Agreement ❑ � Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the Clty of Orono for engineering consultant review costs in excess of a500; , • 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 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 completlon of an as-built survey at the time the Certiffcate of Occupan�y is requested, a temporary Certlflcate of Occupancy may be isaued upon cecelpt of a$10,Q40 escrow ta ensure eompletlon af the as.buFlt survey antl all slte lmprovements. �--- �, �Z /S� ApplicanYs Signature: Date: Owner's Signature: Date: " � . . _ Permit Application: Self-Checkiist 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 application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. � �� Completed Application ,�< ,��= 'f Plan Review Fee Paid , , . � � � � �, ,,�;��.� /-�� _S � �� G�/� l � / � f�� ` Signed Escrow Agreement Escrow�en1t ��_ :� � �v� �� r� �2� � � �� _ "'� �� ✓�P�!/l�-8� oD. � Building Plans (to scale) x2 ' .-,�� Certificate of Survey (to scale) showing the proposed project & G"- - 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 statin� � �`� - the proposed project does not trigger their permitting ,� ;�� G-=�� requirements). I will contact the MCWD at 952-471-0590 � � regarding this project_____ - ' � �-----�- / Si ned b : '��`-` L� 9 Y _�� f� __5�i'--r.��j� �.�.��i�-� f�i�� ,,5��' Address. � Permit #: �j — �c�.�� , � Caral O'BRIEN ._�.._�_,,,,. ARCHITECTURE, PLLC ��Y✓r.w�,,e Y`�.Fii:•�a j� ..�...,.�„ j �• -• �` � " f �:�, �� '"".� TEL:(61 2)247-3639 , :: �� y� .� �Ga'e S' �w�..w��.�...r.�.��.^ww.�.. Ml�y � .. � � '"�....,,� (� �, jf v /' carol@cobrienarch.com � �.q ! — !�r' l./� ;� � �`'� s � � � -�. F _ ;� � � . ..� -r � � � � �o � - � �' ,�_ , � �o . = �� . , , ~�. `� . � � � � ��,: r � �� ; . �. y,." / , ko . '� / O � �- �.. � ; � , o�* ,� ,� ,_ � � r , t � �C%� J1 �/ � �� , �� "J O v'�`�i � � � ; �� .� / �''►!• S� � .-� X v, f , � � � �� ,,�f �`t '96� �, � � � • � �, Q � �, • . �,�� p � — �, o / .L— �/ � c �. . `\''"„�—.... � �� ♦ �/ > U � O ��'� .,. ♦ � � �:-.. �`�""`--�,..�--�"''�; ,#; • / � �O ,, � ri J 1 ., � G • ! � �.�- ,- ` � :��.:.'. �K t�Q.3 �y /i � 0 . � � +• �a*� �° .�.p � ._��.._�...t-�"", _ .,. � y,, EXI�,TING ; � . , _ HOIJSE { • •;-� � 3011 SUSSEX RD. � �� ..� , ��ss . � �'� —po2GA ' �A « . . � � _ ' y ^ . � � ��_yyy I � F c ' \ � �f . �� ' � DO NO DET HM:Ne D MENS OhS" � �� SC-LING Of 74ESe D+in� 1 ' �.� L � • � G ,6�-0�� '� �x�s�t Sheet Index G � . � 4:.`� / 5�A1�'. ,a��°. M ��As: . � ,, Site Plan and Schedules Project Number: j'� HATCI�ED AREA INDICATES isooz `� /� NEW i�ECKADDITION A001 Cover Sheet and Site Plan Project Architect: � � e -i��`,[ . Plans CAROLO'BRIEN k��/ G`` Drawn By: \ ''�� ..--�-�Q�P` A101 Foundation & Framing Plan �� `` �� S� A102 Main Level Plan / Struct. Notes Date of Issue: Struct. Review Elevations 4.25.15,4.28.15 5.9.15 A201 Soutr & West Elevations � 1 Site Plan 001 SCALE: 1" = 30' a 30' so' _ -_ Sheet AOO,� No. , �,4, , 8,-2��" 2,-9„ Carol O'BRIEN ARCHITECTURE, PLLC � — — — — — — — — —�I — — TEL:(612)247-3639 �� carol@cobrienarch.com � I OPTION TO INSTALLING I NEW POST&Fl"G. IS TO 2 p � VERIFY EXISTING CORNER AZO1 � � I POST FTG.SIZE. NOTIFY ARCHITECT& � � I STRUCTURAL ENGINEER. � � I_, NOTE: T � I EXISTING PORCH FRAMING ABOVE SEAL CUT EDGES ' OF MEMBERS. � EXISTING 6X6 I I' � I POST TO REMAIN I I � GUARDRAILS&POSTS � EXISTING � Ij TO BE CAPABLE OF � � 3 X12 1/2 @ TO REMAIN I ; SUPPORTING 200 LBS T I, O � � LOAD IN ANY DIRECTION � � EXISTING A T T A C H B E A M S — �.J � m 6�� 9�_8��2° � 2X12 @ 16"O.C. I I', TOGETHER W/ •� • O �^ REMOVED 2-ROWS 1/2"DIA. "� � � 6„ �,�6„ 2,-2�� ' THRU-BOLTS @ � X Z �, 16"O.C. �..� � � 12"DIA X 48"CONC. � I '; EXISTING 6X6 � Q N O PIERS W/ C O N T I N U O U S � �' P O S T S &F T G S. 1 -#4 VERT. REBAR. 3-2 X 12 TRT. � � — — — — — — — — TO REMAIN •L" � r' _ — — — — — — — — — — — — — — v — � �- � v � O i � � �� M O 1 1/2"X 16 ga GALV. � I STRAPPING NAILED � „ CONT. BEAM � I Q TO TOP OF BEAMS, � � HGR.JOISTS � "` � �; JOISTS&LEDGERS W/ AS REQ'D. 10 d X 3"COMMONS. ` TRIPLE COAT � I U � \LUS210 SIMPSON ( L EXISTING 6X6 N i O SHADED AREA r�HGR.STRINGER POSTS AND X � INDICATES EXIST' � \ �; � FTGS.TO REMAIN. DECK TO BE y✓ �� ADD USP PBES66 CAPS c� • � 12 DIA X 48"CONC. Q w II U� REMOVED` I �? '� ��^ PIERS W/1 -#4 VERT. AT LOOSE POSTS c� I II aC T_ II ��/ � „ AND SHIM TIGHT. o � • f�_w �� ,�{_ � � REBAR AND 16 DIA. � � � W x ' � n � BOTTOM BELL. r J N �I � THESE DOCJMf�!5/.2E iNSi.PU��,FN:S JF S:Pv:CE � ~ � / � I� II II � ~ REMOVE EXIST.STAIR FRAMING, ��S�U��Q:��E�F�PL�.�F�� \ N O'631EN ARC:nFC JRE.Pt:C.:iS:UP PUBLUt;ON a °C � � EXISTING 6X6 POSTS AND FTGS 2 X 12 BLOCKING V � R�ue�Swa�..sN,�Pa��«F�:.m::�„o��Rz:F.: / { w¢:H:TKTURE,?LLC. � x POSTS TO REMAIN. DO NOT DETERMINE DIMENSIONS BY SCREWED � I � N SGALING OFF THES:DRAWINGS. � � �� N 12"DIA X 48"CONC. � I� 4�_ 2X�8 ,� '� CONTINUOUS PIERSW/ r�E�o..w��S.zEAc;AF.;��E�Ft,:�.a-,�� 6"X 6"POSTS � UP ,�„��,�,��oE�raPe��,�:o�E�s��a: . �� i� �� 1 -#4VERT. REBAR �F��i�Ex��W�=QE��Nz�sFR: TO MATCH EXIST. I ' sPE�F�U��7��rEo.��•�:�Y��G_�,�:E PODITIpN4t DI/nEN5tW5,PiEnSE CONtnl.T i„E iOPtfR. �_ _�.— — — — — — 6 X 6 PAINTED Project Number: •�-�- •�-�•— — � —�-�'� - POSTSW/4-1/4"X8" '', isoox � COATED TIMBER TOE- DROPPED PAINTED BEAM SCREWS AT TOP. ', Project Architect: 2'CANTILEVER o COUNTERSINK&PLUG ', cnao�o'BRIEN AS REQ D.SIMP.CPS6 PROVIDE SOLID � BASE W/3/4"X 18" Drawn By: ' 6" 7'-6" 7'-6" 6" GALV.THRD. ROD. DRILL co 2 X 12 BLOCKING N SCREWED BELOW 6" 15'-0" 6" WOO,D&8g NTO ONC. Date of Issue: POST LOCATIONS. W/"SET"EPDXY. Struct. Review TYPICAL FOR LONG 16'-0" 7'-3" +-4'-0" 4.25.15,4.28.15 RAIL POST SCREWS. 22"DIA. BOT. BELL +- EXISTING � EXISTING 5.9.15 THIS PIER ONLY VERIFY • VERIFY ' 1 I A201 1 Deck Framin Plan SCALE: 1/4" = 1'-0" 0 2' 4' s' Sheet A101 No. .,. :s v�r � Carol O'BRIEN � +-11�-1�� ARCHITECTURE, PLLC KITCHEN - EXISTING �p Bunkers &Associates LLC TEL:(612)247-3639 a structura engineers ca rol Occobriena rch.com 6687 Forest Street Farmington, MN 55024 2 651.366.2853 A201 Date: April 27,2015 To: Carol O'Brien Architecture,PLLC 19255 Cedarhurst - PORCH - EXISTING Deephaven,MN 55391 r Attn: Carol O'Brien,Architect T M From: Eric Bunkers '— Project: Cristiani Residence � + 3011 Sussex Rd. GUARDRAILS&POSTS Orono,MN 55356 TO BE CAPABLE OF Proj.No: 15102 � � SUPPORTING 200 LBS Subject: Proposed DeckAddition — .�..J � M LOAD IN ANY DIRECTION •� •— � � Dear Carol: � � x Z 10�-0�� 6�-0�� As requested,we designed new structural members for the above referenced project. We have designed the ,�,J � v�i EXIST.STAIR& � vi � LANDING new members using a roof and floor dead load of 15 psf and a floor live load of 40 psf in accordance with the � � Minnesota State Building Code. Our work only includes designing the new members as shown at the above N 0 reference project and is based on drawings provided by you and from our conversations. •1_ �/ � � � v � Attached are 3 structural sheets with annotated framing notes showing the new members and connections. 0 O ! All framing shall be shored and temporarily braced as required by the contractor and all minimum nailing Q f M� i shall be in accordance with IRC Table R602.3(1). Lumber shall be treated lumber to be#2 S.Pine or Q I STAIR - c7 equivalent and untreated shall be#2 SPF or equivalent and painted. Our calculations assume all lumber is ': EXIST = Z of good quality and does not have large splits and checks and shall be visually inspected by the contractor at 0 D N i � ~ the time of construction. All fasteners in contact with treated lumber shall be G185 hot di ed alvanized or - pP 9 � � � — 17 R I e uai. Rebar shall be rade 60. x 9 9 PROVIDE GAS LINE 16 T � I + w AS REQUIRED FOR EXIST. Concrete used for footings(4"slump)shall have a 28 day compressive strength of 3000 psi. The new GRILL _ (� footings have been designed as a typical spread footing based on a presumptive load-bearing value of 2000 I � Z psf in accordance with Table R401.4.1 of the IRC. The existing footings have been assumed to be typical I REPLACE EXIST. p �j spread footings on good soils that are assumed to be performing adequately. The contractor shall also verify i TREADS, RISERS AND r X the condition of structural members and foundations affected by the remodeling. Exterior grade shall slope � � DECK- NEW RAILINGCODE + W away from the building and gutters with long downspouts should be used whenever possible. Foundation ' ', AZEK 1' X 5 1/21"DEGcKING O/ ' backfill shall be granular and well compacted. T � TRTD Z X�Z F.J.�� V O.C. iHf5E00CJMf�IiSM`ENJSiRUMfN�50F5:4V:CF When instalied as indicated above,the new framing members and new foundations shown on the attached A'+onssucnx�n?nivaovexrvorco,d M ETAL HAN D RA I L� O'BA�r1i A0.CM�LFRUPE,V:G U5:OP VUBUUI ON sheets shall support the loads as required in accordance with the Minnesota State Building Code. If you pYO�RFS WRIi`EHMVRO��tFROMLordUBPEn PER CODE �TECURF,�UC. have any questions or concems,PI@SSB}@@I fr@8 t0 COf1YdCt US. DO NOT DETERMINE DIMENSIONS BY AZEK FASCIA BOARD I $GALMG OFF THESE DRAWINGS 36��I�. �I�� Sincerely� 1lIESEDRAW�NGSAiFAGRAVWCREPRFSFNT�TON pND 4PE Nql IMEI:DfD i0 PPOV�DIMfN51J>10. METAL � Bunkers and Associates LLC NiiOPMA➢ON,E%U3TWNfPfU1MFNLUNSARE G UA R D RA I L� SVEC1FKwLLT INDiGikD.SMOUID YOU 4FOUIRE f A091110.Wt D�MENSIONS,aLU.SE CONiAR THE PER CODE� _ � � �� i �.� Project Number: �sooz � � Eric M.Bunkers,P.E. Pro'ect Architect: i i MN Reg.Num.26490 I hereby certity that this plan,specification,or report � was prepared by me or under my direct supervision CAAOL O'BRIEN � and that I am a duly Licensed Professional Engineer -- under the laws ot the state of Minnesota. ��q W� gy: �-�G CO Eric M.Bunkers Date of Issue• 16�-�� +" ]�-`3�� +- 4�-Q�� Date:Aori127.2015 Reg.No.26490 Struct. Review EXISTING EXISTING 4.25.15,4.28.15 5.9.15 1 A201 1 Main Level 2 Structural Notes 1 O Sheet A,�O� 1 0 SCALE: 1/4" = 1'-0" � Z 4 8 No. e�,:>�. �; �� _::_-- . -... _ . . Carol O'BRIEN . ARCHITECTURE, PLLC TEL:(612)247-3639 ca rol @cobriena rch.com � O -� � � � L/1 •� `L� L/1 , � � vZ - W.._. __, �, � �, 1/4"x 4"24"x 24" ', _..� � � � � PAINTED STEEL , , 'i N O BRACES W/ � � � 3-1/2" X 4" , U v � O LAGS EACH LEG. , � , , , , , , � m O 4 SIDES OF DECK ' � � ' ' ; , � ; , � , � 0 J Q i, � - �; i i � 0 Z �� l i Q C7 � I ' �� i i i � ; i ; - • i: , j i 6; : i ii i , i � ; : l �',...... . . _'- . '—. - - _.:_ _ _ ' ' AZEK ___ __- - . FASCIA _. ,, ' - --- ; I � __ I 2�_�� ..._.._ i - -- ` CANTIL VER - '— iHESfDOCJMFNiS iEIN5f3UMENT50F5fPVICE � � ' �� -- -7 . �� ANO n5 SUCH PE�WIN 11E P40PERTY OF Carel - - 1 „ '.. I 1/4"x 4"24"x 24�� O'5qI;N RRCM�1FCRlRE,PItG USE OR WBL'U110N — PAINTED STEEL '��hRSWMIiTE1w>iROV4FROM(ero10"BP�EN aPCM.i-CTtIRE,T1C. � � � � �� ' , ' � �� '�-� BRACES WI DO NOT DETERMINE DIMENSIONS SY � �� I�. � "�� i SCALING OFF THESE DRAWINGS. , , , ., 3-1/2' X4�� LAGS EACH LEG. rt��sE��wM�s��^^�aNOE�*^n� � 4 SIDES OF DECK �N05REM11MFwOFOiOPPOVIPDIM[f1LONR! 3liGRMATOH,f%Cffi W:�f4E OiMENS�ONS ARF �'� I; I �"� :PEGHULLY INDICAiED.SNWtD Y0U RFOUIRF � .. I I A'YJITIONnt�✓nENSO45,VtUS:CONTnCf TME � . , iCHii:C. I I . � ' � � I � I . —,I '. I i I Pro' ct Number � e � � _ � ' ��' �', � �� sooi � � J�`��—, � I_� o Project Architect: :i ..�.\ � �\ '�.. M Q CAROLO'BRIEN �—� e, .' �.._.T� � � ; Drawn By: �- �� \`� � co Date of Issue: Struct. Review 4.25.15,428.15 5.9.15 1 South Elevation 2 West Elevation 201 SCALE: 1/4" = 1'-0" � Z 4 $ 201 SCALE: 1/4" = 1'-0" 0 2' 4' s' Sheet A��,� No. T NI •P: