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Home My WebLink About2011-00384 (remodel) � � CITY OF ORONO PERMIT NO.: 2011-00384 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUEn: 06/03/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 1473 BAY R[DGE RD PIN : 10-117-23-34-0005 LEGAL DESC : REG. LAND SURVEY NO. 0192 : LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENT[AL VALUATION : $ 24,500.00 NOTE: NEW TRUSSES,ROOFING& [NSULATION OVER 6S X 26'- 1960 STRUCTURE. THIS WAS APPROVED AT'YLANNING&COUNCIL. APPLICANT pERMIT FEE SCHEDULE 413.00 MEYER& SONS CONSTRUCTION 8360 AFTON RD STATE SURCHARGE(VALUATION) 12.25 WOODBURY, MN 55125 TOTAL 425.25 (651)271-4739 Minnesota State License#: 20006613 OWNER MCCUNE, THOMAS 1473 BAY RIDGE RD WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or rela[ed work which requires separate permits. All provisions of laws and ordinances goveming this type of work — shall be compied with whe[her 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 applican[is responsible for assuring all required inspections are requested in conformance with the State Building Code.'I'his permit may be revoked ny time for due caus . �' �G'l '� l � �� 7Z �� plicant Permitee Signature Date Is� d By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. . City of Orono �.�r� � C�LI�� a► ��p �' • Building Permit Application for Internal Work `�1��1 r � (windows, doors, siding, re-roof, etc.} Mailing Address: �(�r/ -G��3� Permit number: i.��,•�� i/�Oy �O Cry sal Bay, MN 55323-0066 Date received: �� ) �.� _. �� Received b \l�, �l�t��, � � StreetAddress: - y� c ;��c, ,,�:��;�, Gti 2750 Keliey Parkway a(�1 ��Cj0 Pian review f e: r��G � ��l "'�:��`� w Orono, MN 55356 � �9�Ko4' �� __-_—:. �M�A Fee: Main: 952-249-4600 Fax: 952-249-4616 v�wv�e.ci.�arono.mn.us ' This application foRn must be completed in full and all required information must be submitted. /� �� r Incompl�e applications will be returned. (Please print) � � GENERAL INFORMATION: 1473 Bay Ridge Road Job Site Address: Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No ff yes,a specia/event permit is required with Police Department and City Council approval 60 days prior ta fhe event. Shuttle bus s ice wiR be required un/ess applFcartt cAe�strates suff'�ient on-site parking rs available. Non perrnitted events wiN not be aflowed. CONTRACTOR/APPLICAtVT ��S�QRMATlON: Name: Meyer & Sons Construction _. __ _ State License# 20000613 Expiration Date: 3/31/2012 _ _ .__.___ p .. Lead Certification Number: Ex iration Date: (for work on homes that�ra��w s�nstns�tsr��rior to i978 Phone: ��-�98-58f�� (office� 651-271-4740 (cell) Mailing Address: 8360 Afton Road �� City: Woodbury ZIP: 55125 Contact Person: Kifk Meyer �" Applicant is: / omeowner �ar�b o�� Email and/or Fax: ktRtlt'1'�@�ef@�,.,tl't..�il.,�r PROPERTY OWNER 1�"��'�4��!��TIOI�° Name: �rhomas McCune Phone(day): Q��-473-3245 Address: 1473 Bay Ridge Road � City: �ayzata MN ZiP; 55391 Emai1 and/or Fax tmmccune@me com PROJECT INFORMATION: Type of Project: Any earth movement may require ❑Door(s) ❑ Remodel ❑Water Damage MCWD review&permits: Minnehaha Creek Watershed District(MCWD) ❑Window(s) ❑ Repair ❑Storm Damage 18202 Minnetonka Blvd ❑Siding ❑ Restoration ❑Other: (specify) Deephaven, MN 55391 Phone: 952-471-0590 ,�Re-roof ❑ Fire Damage Fax: 952-471-�82 w+�vvw.minnehahacreek.a� Overall Project Description: New trusses, roofing, and insulation over 65' x 26' 1960 structure Estimated Construction Valuation of Project(excluding land) $ 24,500 APPLICANT ACKNOWLEDGEMENT: Agrees to provide all information required or requested by the Building Department; Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no altemative but to reject it until it is compfete; Some or all of the information that you are asked to provide on this application is Gassified 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 re uired b law. If ou refuse to su I the information the a lication ma not be issued. ApplicanYs Signature: ��/r p Date: M3y 20, 2011 Last Updated: 03-01-2011 Thomas McCune Job Tn�s Tn�s Type Qty Pty 87122 �SORS 1 1 Job Flefetenoe Scitterer 8ratllets Ttues DNlsbn,AI�tv19e,irNd 553�1,Boh6ie MkX;eNey 7.110 s Dec 152Q0816Fek kdustries,inc W9d Apt 2011:1525 2011 Pape t -2.g.0 6�8.9 130-0 19�8-7 28�0�0 2&6-0 2�g.p 8-3�9 8$7 BS�7 639 2-6-0 3qls s 191Y '�_ 8.00 12 6 8nB� �� t4: 3 T l�64-�. 4 � 18 4 � ' � 3x6� gxty- � �3x8� 3108� 8 � �� 14 12 Z 1.5�c4 (I 1.'�x4 1I 10 � 11 4u14� 4.00 12 4x14� 639 15-0-0 19�&7 260-0 638 8-8-7 687 6�3,9 Plate OffseRs X : 2:0-1-5 4�2-4 10:Q�15 4 13.�46-4 038 IQADINf3lPsf) SPACINti 2-0-d l�l OEFL in (loc) Ud�l Ud PLATES C�P TCLL 35.0 Ptates Increase 1.t5 TC 0.96 Vert(LL) -0.54 12-13 >673 240 MT20 1�J423 TCDL 10A Lumber Increase 1.15 BC 0.87 Vert(TL) -1.05 t2-73 >295 180 BCLL 0.0 Rep 3tress Incr YES WB 0.51 Horz(TL) 0.85 10 Ma Na BCDL 10.0 Code MNSRClTPf20D2 (Metrix) WeigM:941b IUNBER BRAdNQ TOP CHOAD 2 X 4 SPF 2100F 1.BE T�CHORD Strudurai wood sheatttiing�rectly applied. 80T CHOAO 2 X 4 SPF 2100F 1.8E BOT CHORD Ftlgld cei�ng t5tedly appiied or to-0-0 oc brat�ng. WEBS 2 X 3 SPF-S No2'Except' WEBS 1 Row et mfdpt 4-13,&13 W3:2 X 6 SPF 2100F 1.8E ANTek reoommends tttat StebNizers and requir�voss bradng SLIDER Left 2 X 4 3PF No.2 3-5-14,Right 2 X 4 3PF No2 3-5-14 be�nstalled dwing trt�ss erectb�,in socordence wttfi Stabiltzer InstaNadon 'de. REACi10NS (fD/slze) r1 8 5 310-1-1 5(Input: 4&8),1�1653/o-1-15(inpu[: 63-8) Max Fbrz 2=78(LC 5) Max Uplift2=-21(LC 5).1�21(LC� FOR(�8 (W)-kiaximum CompressionMte�dm�n Termiai TOP CHORd 14=0/76,2-3=-SO66�U,3-4=-4951/0,45=-424�,5-�-4174J0.6•7-41T4/D.7-8=-4242/0,&9=-4851�.91�-5068✓0, iaii��s soTc}+o�o 2-�a=aa�s,��-ia--a�r3.i2-i�a�.�a�r-aasss 1NEBS 8-13=0l2949,414�C201.8-12=-0207,4-13=-822/119,&13=-922/137 NOTE8 1)Unbalanced roof live loads have been c�sidered for tt�s deeign. 2)Wfnd:ASCE 7-05;90mph;TCDL=6.Opst;BCDL=5-t�sf;h=25ft;Cat.II;Exp B;enciosed;MWFRS(low-rise);carNilev�i�t and right e�oaed;end vertical left and right e�cposed;LtAnber DOL=1.33 plate grip DOL=1.33 3)This tr�s has been designed for a 10.0 psf b�a�n r�Ord Bve load nonconcwrent xdth any other Nve{oads. 4l��9 at Joint(s)2,10 oonsiders paraitel to gra�vaA�e�kig AK41/TPI 1 angte to grain formula. BuAding designer should ve:ily capacity of bearing surtace. 5)Provide mechanicei connectbn(by others)of truss to bearing plate capable of with�anding 21 ib upli�at joint 2 ar�l 21 tb uqift at joirtt 10_ LQI1D CASFj� Standard Re:1473 Bay Ridge Road Lyle, Since this project is solely to correct a poor roof design and to alleviate ice dams and water problems, not going outside the existing building footprint, not encroaching on property lines, and not adding any living space, Melanie Curtis and you said I wouldn't need a new survey, hardcover calculations, or new energy envelope calculations with the variance or building permit at this time since these were provided to you in 1996 with the addition to the house. (We are only din insulation with this corrective work.) Tom McCune � ' . City of Orono Building Department 2750 Kelley Parkway Orono, MN 55356 Attention: Lyle Oman April 8, 2011 RE: 1473 Bay Ridge Road Roof Dear Lyle, Our house at 1473 Bay Ridge Road in Orono was originally built in 1960 and was a basic 65 ft. by 26 ft. rambler. We added a sun room to the east side in 1996 and a bedroom, bath and garage to the west side in 1997. The original rectangular rambler portion of the home had a very poor roof design, particularly in regard to insulation. All of the ceilings are vaulted and the roof structure consists simply of 2x8 roof rafters at 16 inches on center, 1 x8 roof sheeting boards, and asphalt shingles, with 6 inches of fiberglass insulation in the cavity and sheetrock on the underside of the rafters. Even though there are soffit vents, there is essentially no space to ventilate this roof. We have experienced ice dams and water leakage during the winters. In 2009, we re-roofed the entire house with GAF Timberline 40 Prestique HD shingles and used heavy ice & water shield over the entire old roof. We have still continued to experience ice dams and water leakage. We have considered a number of options such as removing the roofing & sheeting and spraying the cavity half full of foam insulation but we would still have minimal opportunity to adequately ventilate the roof. Therefore, it is our intent to construct a new roof structure over the old house and install additional insulation on top of the existing roof and create an appropriate attic to provide continuous air space that can be appropriately vented to create a "cold roof." The ridge on the expansions on the east & west side of the old roof are higher than the old roof and both have a 4:12 pitch while the original roof is flatter and has a 3:12 pitch. We may do a 5:12 pitch on the new roof which would be a better and safer solution for ice dams over this problematic area. The new roof structure including eaves and gable overhang is 1500 sq. ft. When we did the new additions in 1996 & 1997, we replaced all windows with high efficiency windows, new exterior walls in the new structure were 2x6 construction and ceilings were heavily insulated to meet the energy envelope requirement for the entire structure. The City of Orono approved the energy envelope calculations at that time. The proposed work is to correct the above described problem only and no work will be done to the inside of the house nor will it change set-backs, hardcover, or any other code issues. A few plumbing stacks and the chimney will need to be raised. I would appreciate knowing from you specifically what I would need to submit to you to obtain a building permit for this work. I worked with you personally when we did the projects in the mid 90's. I have talked recently with Dan Altendorf (who was also involved in 1996/97) at Scherer Brothers Lumber and Scherer proposes to do the new structure through the use of new scissors trusses. We would remove the existing eaves & overhangs at the old area and install the new trusses. I would suggest that I provide you with our site plan, a roof plan lay-out, truss calculations, exterior elevations, and a general description of the work and specifications for the proposed products. The work would be performed by the same general contractor that did the additions in 1996/1997. i would lik to do the work this summer. Thanks for your help. I would appreciate talking with you after you have reviewed this letter. I will give you a call in the next ten days or can be reached on my cell at 239-591-1381 or by email at tmmccune@me.com . Sincerely, Tom McCune City of Orono Building Department 2750 Kelley Parkway Orono, MN 55356 Attention: Lyle Oman Date: May 23, 2011 Re: 1473 Bay Ridge Road Roof Modifications Dear Lyle, Please find enclosed my building permit application for corrective work on the roof over the original 1960 portion of our home. The application documents included are: * City of Orono re-roof building permit application. * Two drawing sheets showing existing conditions and proposed work. (Two full sized sets and one 11 x17 set.) * Two page Scope of Work and specifications. * Sherer Brother's Lumber Company truss drawing and design calculations. Further background on this project is outlined in my letter to you dated April 8, 2011, (copy enclosed) and in the Variance Application that has been submitted through Melanie Curtis. Please let me know the amount of the building permit application fee and escrow amount, if applicable, and I will submit immediately. Thank you for your help with this project! Sincerely, �� (�� Tom McCune 1473 Bay Ridge Road Wayzata, MN 55391 952-473-3245 239-216-0028-Cell tmmccune@me.com � � �_D�T TIME CITY OF ORONO ALLED IN � INSPECTION NO/T C��/ SCHEDULED ��L _�� PERMIT N D`� COMPLETED ADDRESS � 7� OWNER �4�'"� rnGCI�-�— TELEPHONE N0.95L-�73-3�.� CONTRACTOR .��'f-��'`'� >; DESCRIPTION �� l �� v�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O a � O � W � Q � 2 w � W � j/� V 3 � ❑WORKSATISFACTORY:PROCEED �`��PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTIOIJ REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. �952� 249-460� OwnerlContractor on 'te: inspector. e White Copy/lnspector's File Canary CopylSite Notice