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Home My WebLink About2014-00074 - new structure CITY OF ORONO * z 0 1 4 - 0 0 PJ 7 4 * 27�0 KELLEY PARKWAY DATE ISSUED: 02/12/2014 ORONO, MN 55356- (952) 249-4600 FAX: (9�2) 249-4616 ADDRESS : 105 CREEK RIDGE PASS PIN : 03-117-23-12-0012 LEGAL DGSC : CREEKSIDE IN ORONO ; LOT 001 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGI,E FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 1,260,000.00 SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,FIREPLACE,SEWER CONNECTION,LAWN IRRIGATION, WELL(STATE), ELECTRICAL(STATE) � NOTE. PRIOR TO THE START OF FRAMING S-BUILT FOUNDATION SURVEY MUST BE SUBMITTED AND APPROVED BY CITY OR A ST WORK ORDER WILL BE ISSUED. INITIAL: NOTE: PRIOR TO ISSUANCE OF A C.O.,A ASBUILT SURVEY IS REQUIRED TO 8E SUBMITTED&APPROVED BY STAFF. INITIAL: � NOTE: IN THE EVENT OF WINTER CONSITIO AS BUIOLT SURVEYAA�T MPORARYTC 0.(T�CO)'MAY E(NEC SSARYEATCO REQU RES A OF � THE EXTERIOR IMPROVEME�D.OR A $10,000 ESCROW. INITIAL. NOTE'. WALLS FOUR FEET O REATER IN HEIGHT REQUIRE PLANS SIGNED BY A PROFESSIONAL ENGINEER. TIERED WALLS AR CONSIDERED ONE WALL UNLESS THEY ARE SEPARATED BY TWICE THE HIEGHT OF THE HIGHER WALL. SEPARATION WILL BE MEASURED FROM THE BACK OF THE LOWER WALL TO THE FACE HE UPPER WALL IF TIERED WALLS DO NOT MEET THE SEPARATION,PLANS BY A PROFESSIONAL ENGINEER ARE REQUIRED INITIAL' � NOTE:THE PLANTING WITHIN THE CONSERVATION S ENT(DOC.#4085098)MUST BE COMPLETED BEFORE C.O. INITIAL: � 1 APPLICANT PERMIT FEE SCHEDULE 6,996.75 STATE SURCHARGE(VALUATION) 604.00 CHARLES CUDD LLC �,48�.00 15050 23RD AVENUE N S.A.C. — PLYMOUTH, MN 55447- TOTAL 10,085.75 �� Payment(s) Minnesota State License#: BUIL-BC635245 CHECK 02992a 7,585.75 CHECK 29693 � '',500.00 OWNER Hometime Video Publishing Inc 4355 PEAVEY RD CF-IASKA, MN 55318- AGKEEMENT AND SWORN STATEME1vT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Buildin�Code. This permit is for only the work described and does not grant permission for additional or related work which requires sepazate permits. nll provisions of laws and ordinances governing this type of work shall be compied with whether or not specitied herein.This permit will expire and become null and void if cons[ruction 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 Yor assuring all required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due c .�.'��/�� ' ' Applicant�rmitee Signature Date Issued By Signature Date L� �� , a, ��- l� CITY OF ORONO , � BUILDING PERMIT APPLICATION � � •� � 7 � ..__ � =- FOR NEW STRUCTURES OR ADDITIONS - Q Mailing Address: Permit number: /S� - ��O 7 '� �O PO Box 66 Crystal Bay, MN 55323-0066 Date received: �`0�3-�� StreetAddress:' Received by: y � 2750 Kelley Parkway Plan review fee: ��.5�7 � - `�t,� � � Orono, MN 55356 o?p/cf_ppC� 7? kFSHO � `� Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us �sC�p� ap/c,�fjDO 7,s This application form must be completed in full and all required information must be submitted.,]l„ZspO. �- .�f2�_ Incomplete applications will be returned. (Please print) (� GENERAL INFORMATION: Job Site Address: �OS GRE�K 1�.�DC�� PA�SS Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No If yes, a special event permit is required with Police Department and City Council approva160 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: GMARt� CvD o ��WOUa State License# p,,G63�245 Expiration Date: 3/ o� Phone: cell /z. /O.l / office �12, 33 .gQZ�U l�lailing Address: / OSa �. ,4,� /l,! City:'PL�NtCwtH ZIP: 5�yy7 Contact Person: _ ��+h,,c�un�ek Applicant is: �o� / Homeowner (Circle One) Email and/or Fax: �"��N��@ CH�S c�oi�•��''1 PROPERTY OWNER INFORMATION: Name: JoH� � GN�Y �6iN Phone (day): 6/Z - �3C) -2 3o Z Address: 5°�Z�j �iEI.,�TO�UTG }�L,,A,�� City: �ND'E�.�JJ�E ZIP: S-�j 35`� Email and/or Fax '� Ro3��u7@,cx�c.x,� enr►� ARCHITECT/ENGINEER INFORMATION: Name: Cf�AQ.�S Gup� D� �l/ov� Phone (day): 6/2 ,3�3. `$oZa (TiM McN�e[. Address: I;Or�-p Z'S�p �� ti1 City: R-�D�'CN ZIP: �'�j�f`f7 Email and/or Fax. `T,H 1`�� CHt+.u.l�S C-��D•Ga/� PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal 8� Water Supply �[Vew Construction �Single Family with �Residence '�]Addition attached garage Garage/Accessory Bldg. �Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Warehouse ❑ Public ❑ Storage [�Public Water *'`Any earth movement may also require ❑ Commercial ❑ Other(specify) MCWD review&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.orq Estimated Construction Valuation (excluding land) $ �� 2�C�' �'�-X� -d o STRUC7URE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions (continued) 2. Type of Construction a. Length (ft.)= )OI�-6" Number of bedrooms= y �Wood/Frame b.Width (ft.)= 73�-6" Number of garage stalls: ❑ Masonry Areas in square feet Attached =� ❑ Metal ❑ Pole Bldg. c. Basement= ��/GO Detached = ❑ ICF d. 1S'Story = z�d9f ' 2Ca ❑ On-site Prefab e. 2"d Story= � �..,-�- ❑ Off-site Prefab f. 'h 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 A lication ❑ Pro osed Buildin Plans ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ Surve meetin all re uirements ❑ Stormwater Pollution Prevention Plan .� ❑ Hardcover Calculation s ❑ Septic S stem Site Evaluation Report ❑ Access Permit ❑ 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 City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental 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-built survey at the time the Certificate of Occupancy is 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. A IicanYs Si nature: Date: � Pp 9 Owner's Signature: Date: PLAN REVIEW CHECKLIST FOF� NEW STRUCTURES / ADDITIONS Address/Permit Number: � �V� Description of work: fV �� r�/ Septic review by: �`�� Date Approved: Zoning review by: � � Date Approved: " Building review by: �,�,•� � •�� Date Approved: � " �� ` �6 p c. � ' Z � . Grading review by: ��' Date Approved: Z�� Zoning District: Zoning File#: Reso#: Resa Date: � �< � Zoning: Lot Area: SF/AC Width: Lot Goverage: SF _% Survey Submitted: �es � No Date of Survey: Revised date(?): Pro osed Setbacks: �' Front(Lake) Rear(Stree�) � N S E W ) ( N S E W ) Other Buildings Wetland Side Side �_ Defined Height: Peak Height: FFE. ^ � ' ° r FFE minus 6 feet= `� ¢' ' � (Existing Contour; Perimeter(linear feet) _ � '��E� 50% �r � � � #of Stories �I- Ok?�ES --r �'� ��t�! G� � �i,,. �°� ;��: ��. f'. � � �� '.j�;- FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: % `'"� � `• ` ��' The distance between the lowest Y FOR A BUILDING ON A SLAB FOUNDATION: ; START WITH proposed floor(of the basement or crawl space)and the highest point of the roof. START WITH The distance between the top of slab and If you have a... the highest point of the roof. If you have a... � • GABLE OR HIPPED ROOF(no . GABLE OR HIPPED ROOF(no p`' windows: Subtract half the ) windows): Subtract half the distance distance between the highest point between the highest point of the roof � � t�1 of the roof to the low point of the to the low point of the corresponding ��. "y, (G"` SUBTRACTION corzesponding gable or hipped roof SUBTRACTION s gable or hipped roof ` (BASED ON ROOF . GABLE OR HIPPED ROOF(with (BASED ON GABLE OR HIPPED ROOF(with TYPE) windows}: Subtract half the ROOF TYPE) windows): Subtract half the distance distance between the top of the between the top of the highest highest window and the highest window and the highest point of the �::il point of the roof roof ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES(flat, • mansard,etc:No subtraction. mansard,etc):No subtraction. ADDITION Add the distance between the top of slab ��'c',`�• � SUBTRACTION Subtract the distance beriveen the (BASED ON and the highest existing grade adjacent to (BASED ON EXISTING basemenUcrawl space floor and the EXISTING the foundation. highest existing grade adjacent to the GRADES ��r.�,ys ;.;: - GRADES) foundation OR 10 feet(whichever is less). EQUALS Defined building height '" - EQUALS Defined building height ��..�. -„_ J;;�r;,��: F; Shoreland District MCWD Permit Received Avera e Lakeshore Setback Met? Bluff I��'�'es � No 0 N/A 0 Yes � No �Yes 0 No � � ; � Yes � No � N/A Setback: Permit Number. ! �, ,, Stormwater Quality Existing Proposed Variance Required CUP Required Overla District Tier Hardcover Hardcover 8 Yes 0 No 0 Yes 0 No � �_. • _ �'M� Type�s�� TYpe�S�� '�. . :�_ , . r Updated: January 2013 ' v:\forms\plan review checklist 2093.docx ` ��'; ^? � ��°`�� 7x "``-`�,�` s ',�4`�-"'�,�� "'...n ��; r : �r�� s�-6,. �, -� ._ "3 '�.' z�y€''`�z''�:"'�'' �°��'�,`��`aq��i�.�s��T `. �-�, `°r� ��` r''�y u. ,��.��a.� � '; '`"ue.x� s �� -:� s � ��^u�.'�^�' .��.""� -�yr � . .:a�n�> _..'r.r«.. e�i,. `;�c ,`�r''b"W"�� ,w , '�,��-"-.r.�is�`.. �n.,..�rc. �c5e+�, , F�-"• . REMARKS (in-house): x Fees to be Char ed YES NO Permit �� Plan Review ;� State Surcharge � _ Investigation Fee � SAC— Number of SAC Units r'' " Other(specify) 6�"� Square Foota e $ er S uare Foota e Basement X = $ 15t Floor X = $ 2nd Floo� X = $ �{ Garage X = � Estimated Construction Value: $ � a :y��.�-� �y Orono Inspections Required Work Requiring Separate Permits Required State Rermits O Site ,�Plumbing � Grading / Filling ,�J Well 0 Hardcover Removal �`Mechanical � Fire ,�7 Electrical ,,�f Footing � Septic 0 Water Connection �Poured Wall �``�Fireplace �Sewer Connection ,�d` Foundation Survey � Masonry ��Lawn Irrigation �Radon Rock Bed �Mfg. �'`Framing 0�Other(specify) �Insulation �As-Built Survey �`Final 0 Wetland Buffer � Other(specify) REMARKS (in-house): :; Other Review: Reviewed by: Date Approved: �, Access: Existing: ❑ YES � NO New: � YES 0 NO + OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED '� PLEASE NOTE: Walls four feet or greater in height require plans signed by a professional engineer. $ t� ' Tiered walls are considered one wall unless they are separated by twice the height of the higher watl. Separation will be measured from the back of the lower wall to the face of the upper wall. If tiered walls �` � do not meet the separation, plans signed by a professional engineer are required. �� =��.£F��_ � p ry � ��e m�� ' �(Efp �%��'�'i�'t.��!t��r;� _�':��,3�t� � U dated: Janua 2013 � � F�� ; � v:\forms\plan review checklist 2013.docx � % � „ �a� �o�Z�e�'�� r C. �'c �, � ��p BUILDING HEIGHT www.ci.orono.mn,us � ,. 952-249-4620 ti ; F � !qk£SH�4� ALL BUILDINGS IN ORONO MUST HAVE A MAXIMUM DEFINED BUILDING HEIGHT OF 30 FEET OR LESS AND MUST NOT EXCEED 2'/z STORIES AS DEFINED WITHIN CITY CODE SECTION 78-1. HOW TO DETERMINE THE DEFINED HEIGHT FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: START WITH The distance between the lowest proposetl floor(of the basement or crawl space)and the hi hest point of the roof. If you have a... SUBTRACTION • GABLE OR HIPPED ROOF (no windows): Subtract half the distance between the (BASED ON ROOF highest point of the roof to the low point of the correspontling gable or hipped roof TYPE) • GABLE OR HIPPED ROOF(with windows): Subtract half the distance between the top of the highest window and the highest point of the roof • ALL OTHER ROOF TYPES flat, mansard, etc : No subtraction. SUBTRACTION Subtract the distance between the basement/crawl space floor antl the highest existing grade (BASED ON atljacent to the foundation OR 10 feet(whichever is less). EXISTING GRADES EQUALS Defined builtling hei ht ---- _ --- - . _, - -- ---- -- - - ---- ------ --_--__-- �SFE 5►1�ET A-6 +N pER.MiT �T �o(Z CA1L.vu�r�o�u.s A►,� ��Wo�uS HOW TO DETERMINE THE DEFINED HEIGHT FOR A BUILDING ON A SLAB FOUNDATION: START WITH The tlistance between the top of slab and the highest point of the roof. If you have a... SUBTRACTION • GABLE OR HIPPED ROOF (no windows): Subtract half the distance between the (BASED ON ROOF highest point of the roof to the low point of the corresponding gable or hipped roof TYPE) • GABLE OR HIPPED ROOF (with windows): Subtract half the distance between the top of the highest window antl the highest point of the roof • ALL OTHER ROOF TYPES flat, mansard, etc : No subtraction. ADDITION (BASED Add the distance between the top of slab and the highest existing grade adjacent to the ON EXISTING foundation. GRADES EQUALS Defined buildin hei ht HOW TO DETERMINE THE NUMBER OF STORIES: • A traditional basement or walk out level will be consideretl a story if the elevation of the floor above it is more than six (6)feet above existing grade for at least 50%of the perimeter of the basement or walk out level. SFE 1�TTP.cµEp W�A�.AµS • The uppermost floor/story of a building will be treated as a half-story*ONLY if the following two conditions are met: o The intersection of the exterior wall and roof is three(3)feet or less above the floor at all points; AND o At a minimum,40%of the total floor area within the exterior walls of the uppermost floor shall be five (5)feet or less in height as measured from the floor to the rafters. *Cross-section drawings will be required with the building permit application when a half-story is proposetl for evaluation, FOR MORE INFORMATION Contact the Planning and Zoning Department at 952-249-4620 or planninq(a�ci.orono.mn.us. This is an information sheet. Every effort has been made to insure the accuracy of the Reference:City Code Section 78-1.Definrtions. information contained herein;however, if any information is not consistent with provisions of the January 2013 City Code, the Code provisions will prevail. I �OI �� VVf1��1�1 �. \ 1�� . = g�0�.� � � TOi� 0� �N1�N. _ --- ��U. = 9�1.2. . . . . . . . � N I � _ � ' ��1�OUJ M�fN �L� '� ��U. = 95�.�1 �� _ � � �Oi� O� SL�� __ _ ��i ��; ._. a�,., �,. . . . ._ . ��C�ION DI,�C��M �O D��RMIN� � ��ORI�� s��E: I/2" _ �'-d' Christine Mattson From: Jesse Struve Sent: Tuesday, February 04, 2014 1:05 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20140204 105 Creek Ridge Pass#14-0074 Melanie, I have reviewed the survey for the proposed house and have the following concerns: 1. The survey needs to show locations for silt fence. 2. The tiered wall shown in the NE corner of the house exceeds 4' and is not separated by more than 2x the height of the walls. They will need to have an licensed engineer sign plans and specifications. 3. The wall next to the driveway is shown to be at the 4' in height. This is the maximum height allowed by City code without being designed by an engineer. If the walls are installed greater than 4' in height,the applicant will be required to have an engineer sign off on the walls after they have been installed. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us 1 Christine Mattson From: Jesse Struve Sent: Thursday, February 06, 2014 6:34 PM To: Melanie Curtis Cc: Christine Mattson Subject: RE: PLease Review #2014-00074 I am fine with the revisions. Include the note of warning them about the 4' height requirement though. From: Melanie Curtis Sent: Thursday, February 06, 2014 3:18 PM To: Jesse Struve Cc: Christine Mattson Subject: PLease Review #2014-00074 Jesse We received an updated survey for 105 Creek Ridge Pass. Are you able to review it today? The revised survey and your comments (included in our letter) are attached. Consider it a boredom killer. Thanks, Melanie Melanie Curtis Planning & Zoning Coordinator City of Orono 2750 Kelley Parkway Orono, MN 55356 Direct Dial: 952.249.4627 Fax: 952.249.4616 Planning & Zoning Office 952.249.4620 Email: mcurtis(a�ci.orono.mn.us<mailto:mcurtisCa�ci.orono.mn.us> Website: www.ci.orono.mn.us<http://www.ci.orono.mn.us/> i I�CIIIIICU� IIICU d11U/U1 ICI:ViUCU Ull Dec 31, 2013 10:a0 AM . Office of the Registrar of Titles ' Hennepin County, Minnesota Martin McCormick, Registrar of Titles C.V. filed_X_C.V. not req. Mark V. Chapin, County Auditar and Treasurer No deiinquent taxes Deputy 30 Pkg ID 1069933D Transfer Entered Doc Name: Warranty Deed Dec 31, 2013 10:Od AM Document Recording Fee $46.00 Hennepin County, Minnesota Residue Certificate Fee $40.00 Mark V. Chapin State Deed Tax (.0033 rate) $1,Q23.00 County Auditor and Treasurer Conservation Fee $5.00 Environmental Response Fund $31.00 (SDT .0001) Document Total $1,145.00 PID(s) 03-117-23-12-OQ12 Existing Certs New Certs 1306860 1380664 1380663 This cover sheet is now a permanent part of the recordecf document. _ _ - , J�..✓^i..- . ��St�rr t�'��-1� E31��°� A Rta� WARRANTY DEED Form No. 11-M Minnesota Uniform Corporation, ParYnership or Limited Conveyancing Blanlcs (6/17I97) Liabitity Company to .Toint 'I�nants (Top 3 Inches Reserved for Recording bata) �E��T� �uE: $ lC;��l. ��;; Date: 1 2111/201 3 FOR VALUABLE CONSIDERATION, Hometime Video Publishing Inc. , a Corporation under the laws of Wisconsin Grantor, hereby conveys and warrar�s to John A. Robin and Cvnthia W. Robin , Grantees, as joint tenants, real property i�� Hennepi�, County, Minnesota, described as follows: Lot l, Blocic 1, Creekside in Orono, Hennepin County, Minnesota. Together with an easement for driveway purposes over Tract G, Registered Land Survey No. 352, as contained in deed Document No. 432783. Torrens Property ��,, �... f�7':� ,� .. I� -C.'<�il:�. Torrens Certificate No. 1306860. [Certificate includes additional land] together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: Covenants. Conditions, Restrictions and Easements of record if any Checl<box if applicable: ❑X The Seller certifies that the Seller does not lcr►ow of any wells on the described real property. ❑ A well disclosure certificate accompanies this document. ❑ I am familiar with the property described in this instrument and I certify tl�at the status and number of wells on the described real property have not changed since the last previously filed well disclosure certi�cate. Hometi e deo Publis ' Inc. � BY � `�'�"� � �' •,.�----__-__._� Affix Deed Ta�c Stamp Here Ka hryn M..1 nson � � Its Corporate Tre`��'`urer By STATE OF M1NIYESOTA COUNTY OF HENNEPIN ss ;,-.,y ti lts T►tis iilsn�uinent was acl:nowledge�d before me i��'�� 4 �: ..—�� , by Kathryn M. Johnson and , the Corporate Treasurer and of Homefime Video Publishing Inc. a Corporation � under the laws of Wiseonsin , on behalf of the Cor oration , NOTAR]AL STAMP OR SEAL(OR OTH�R 111'L�OR Rl�NK) �t � �,,r'" � F' '`�J �� `� �:, ly�,� f ��:. i .; :: r � SIGNATU E - NOTAP� PUB�,1C OR H�R FFICIAL ,..,,,,., � ,..,„ . _, � .r�,, , �..t.:i{, . �r ,a�,� �. �JL� � .�.._.-.rr . �� ,.,_' _� 1. . .�W, . ,... Ch�dc here if all or part of the tand is Regiscered(Torrens) � THTS INSTR[1MENT WAS DTtAFTED BY{NAME&ADDRES3): Tax statemer�ts for the real property described in this�nstrument should be sent to(include name and address of Grantee}: � ��0 C ITY OF ORONO � �, Street Address: Mailing Address: Telephone(952)249-4600 �, � 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 �q F,� Orono, MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us KFSHOFt February 6, 2014 John Sonnek Charles Cudd Denovo 15050 23�d Avenue N Plymouth, MN 55447 Re: Building Permit Application#2014-00074 105 Creek Ridge Pass On January 23, 2014 the City received a building permit application for a new single family home. Your application is incomplete. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. The survey should show the silt fence location. Per the City's survey requirements,the first floor elevation must be shown on the survey also. Please provide two copies of an updated, full size certificate of survey which meets all of the City's survey standards(enclosed). 2. Walls. A survey dated 1-22-14 was received however, City Engineer, Jesse Struve, has the following comments/concerns: a. The tiered walls in the NE corner of the house exceed 4' and are not separated by more than 2 times the height of the walis. A licensed engineer should sign plans and specifications for these walis. b. Please note, the wall next to the driveway is shown to be 4 feet in height. This is the maximum height allowed by City code without being designed by an engineer. If the walls are installed greater than 4 feet in height,the applicant will be required to have an engineer sign off on the walis after they have been installed. 3. Property Owner. There is a property owner discrepancy. The property owners listed on the application are not the same as what is listed on Hennepin County's website. Please provide proof of ownership. 4. Escrow& Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater.The required escrow amount for this project is $2,500. The escrow agreement is enclosed. The property owner must sign the escrow agreement. We acknowledge receipt of$2,500 from Charles Cudd Denovo for the escrow, but be aware per the City's policy the escrow money will be refunded to the property owner of record at the time of release. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO �''„ ristine Mattson Planning Assistant c John Sonnek via email Lyle Oman, Building Official enclosures , - , City of Orono /RoN� Hardcover Calculation Worksheet � � , �I Property Address: �U� G2E�� R�f�GE PI+.SS (� e �`,=5�� Prepared by: Date: � � �� o�.E,� v��N� 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 split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Surve S uare Feet (Exampl (Garage) (24' x 30') (720 S.F.) e A S.F. B S.F. C S.F. D S.F. E S.F. F S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existin Hardcover p S.F. Excludable Hardcover See Cit Code Sec 78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover O S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 !� S.F. 4 Total Lot Area D S S.F. Existing Hardcover Percentage [(3)_(4)] Q % (Proposed Hardcover next page) Packet Last Updated: 04/19/2013 Page 14 of 23 City of Orono �o o� Hardcover Calculation Worksheet �,� �� Property Address: �� S "�KES��G Prepared by: Date: A�N PREI.J �_9a�.,f�EN�N'f 1 Zo Zv�y Stormwater Quality Overlay District Tier: (Circle one) Tier 1 ier Tier 3 Tier 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 square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Surve S uare Feet (Example) (Garage) (24'x 30') (720 S.F.) A STRuc,Tt E W F 1'-6��X 73�-6" 3 $gQ S.F. B zs' x �' 3�� s.F. � Ro T �cN 3q ' ox 37 S.F. � A� RicK P �R �'S�Jr90� RAu. ± Z C�O S.F. E S�D Tt�cf� l�i4 S 6 X70 'fZp S.F. F 1L-ic..lt PAu S '�'X l6' � S.F. G �o� 6' X� ' Z S.F. H G -z ' y� 3Z S.F. � W 1'ar 25� 27 S.F. J `. .. 1'X 35' 35 S.F. K „ ., 'x �a' S.F. � •• •• 'k �S' � S.F. M �' 1' 3a' d S.F. N �� " ' 95' S S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover Q$ S.F. Excludable Hardcover See Cit Code Sec 78-1684 : �N Z• Z3d 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 �7 S.F. 4 Total Lot Area �/O 3 S.F. Proposed Hardcover Percentage [(3)=(4)] /9:6 % Packet Last Updated: 04/19/2013 Page 15 of 23 �9�w �o��wuc�ior� �r��r�� 1� ��Si��a�� r�igi�� PerN1101.8 Building CeRificate.A building certiFicate shall be posted in a permanently visible location inside the building.The Date Certiticate Posted certificate shafl be completed by the builder and shall list information and values of components listed in Table N1101.B. Mailine Address otthe Dwelling or D�velling Unit City /�� e Q �. pAes C�R-d N C� Name ofResidential Contractor nIV LicenseNum6er t� �.s C.�,vo D N 5Z yj THERMALENVELOPE RADORISYSTEM Type:Check All That Apply � Passive(No Far�) o n� q � Active(iVitli fan and monomeler or � � y�'�, olhersyslem monilorin,;device) � � p b � � o G 3 �j ^ o � � ' c�. a � � U .o � ap a d 0.1 W e� � � >, � �, o vi vi o aqi 'n � Insulation Location ,��, .p z ,� .� v p � r i m o � � � tiy .ti :� � p a� c� c�0 c�J G E-� � Z. w w w° w° � � � Other Please Describe Here Below Entlre Slab � ('� F /S F�S (j �( Foundation Wall � Type in location:interio exterior r integral Perimeter of Slab on Grade � Riin.TOISt(F011ndati0n� � Type in locatio in enor xterior or integral Ritn Joist(1��Floo�'t� Type in locatio interior erioror integral Wall �q Ceiling,flat �j� �,� Z � �d��/l� Ceiling,vaulted Q4y F Zy 1� Bay Windows or canftleveced areas F /•� /� �, Bonus room over garage 3O � �� I� � Describe oH�er insulated areas Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(ezcludes skyli�hts ai:d mre door•)U: . 3� Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): � 'L$ R-value MECHANICAL SYSTEMS Make-upAir 5electaType Appliances Heating System Domestic Water Heatzr Cooling System � Not required per mecl�.code Fuel Type . (� N T S E L� ��, Passive Manufacturer YjQ, �• G.Sn µ JZ,. /�.NT Powered l ,` Interlocked with exhaust device. Model 3yo yei� !o►(Z.(�/S rjO�y06-�Q I��11�V� � Describe: Input in p Capacity in —y Ou[put in u Other,describe: Ratina or Size BTUS: %Z�G Gallons: /� Tous: / e Hzat Loss: Hzat Gain: U Location of duct or system: Structure's Calcula[ed �� 7 Z�� AFUE or SEER: '� N�w HSPF%a �� Calcttlated Efftciency coolin�]oad: Cfm's "round duct OR Mechanical Ventilation System "metalduct Describe any additional or comUined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Select a Type source heat pump with gas back-up fumace):�l�/1/LS�jO �NFI.Gt�Z #IG'�T� Lo�'F�z �O�' Not required per mecl�.code SelectType filU1SNE17��S �� S�2ACs'� �. �� j� Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: �SU High: `3 oC� Other,describe: � Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous e3chausting fan(s)rated capacitv in cfms: Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: "round duct OR Total ventilation(intennittent+continuous)rate in cfms: "metal duct Created by BAM version 052009 Ventilation, Makeup and Combustion Air Calculations Submitta( Form For New Dw�liings Site address /�` �� Contractor �� /m � �✓ Date {v Qv/ ! `/ ( / � �� '�� ComBpY ted /'�a^� �i �r 4ts� � Section A Ventilation Quahtity (Determine quantity by using Ta61e N1104.2 or Equation 11�1) Square feet(Conditioned area including Basement-finished or unfinished) �� rj �� Total required ventilation lj`� Number o(bedrooms Continuou;ventifation rQ � Directions-Determine the tota/and cantinuous ventilation raYe by either using Toble N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 z 3 4 5 Conditioned space�in Total/ Total 6 / Total/ Total/ Total/ Total/ sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/S8 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 � 90/45 105/53 1z0/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 ]40/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+(15 x(number nf bedrooms+1)]-Total ventilation rate(cfm) Total vehtilation—The mechanicai ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventila- tors (ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate, but not fess than 40 cfm shall be provided, on a con- tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. G:ISAFETI'�JK1Vent-makeup-comh air submittal(2j.docx Page 1 of 6 Section B Ventilation Method (Choose either balanced or exhaust only) �Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recov- � Exhaust only ry Ventilator)-cfm of unit in low must not exceed continuous venti- Continuous fan rating in cim lation rating by more than 100%. Low dm: �Q Hig� : Continuous fan rating in cfm(capacity must not exceed continuous ventilation rating by more than 100%) Directions- Choose the method of ventilation, balanced or exhaust only. Balonced ventilotion systems are typically HRV or ERV's. Enter the!ow and hiqh cfm amounts. I.ow c m air flow must be equal to or greater than the required continuous ventilation rate ond less than 100%greater ihan the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan thai is operated a percentage of each hour. Section C Ventilation Fan SchedUle Description Location Continuous Intermittent Directions-The ventilotion fan schedule should describe what the fan is for, the location,cfm, and whether it is used for continuous or interrnittent ventilation. The fan that is chose for con[inuous ventilption must be equal fo or greoter thon Ihe lovr c m air rating and less thon 100%greoTer thon ihe continuous rofe. (For ins[once, if the low�fm is 40 cfm, the continuous ven[ilotion fon must no[ exceed 80 cfm.) Automatic controls moy allow the use of a larger fan that is operated a percentage of eoch hour. Section D Ventilation Controls �Oescribe operation and control of the continuous and intermittent ventilation) �i��-�Q'j� �__ .� - � ---- Directions-Describe the operation of the ventilation system. There shou(d be adequote detail for plan reviewers and inspectors to veriJy design and installotion compliance. Ftelated trades also need odequate detail for placement of controls and proper operation of[he building ventilation. If exhaust fans are used for building ventilation,describe the operation and location of ony controls,indicators and legends. If an ERV or HRV is to be installed,describe how it will be installed.!f i[will be conneded ond interfaced with the air handling equipment,please describe such connections as detoiled in the monufactwes'installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipmeni/or proper opera[ion_such interconnection shall be made and described. Section E N1ake-up air Passive (determined from calculations from Table 501.3.1) Powered(determined from calculations from Table 501.3.1) Interlocked with exhaust device(de[ermined from calculation(rom Table 5013.1) Other,describe: �OCat1011 Of dUCt Of SYSTefTI Vef1tl�ZtlOf1 fllak2-Up olf:De[ermined from make-up air opening table Cfm Size and type(round,rectangular,tlex or rigid} (NR means not required) Page 2 of 6 Directions-In order fo determine the makeup oir, 7able 501.3.1 must be filled out(see belowJ. For mosT new installations,column A will be approprrate,however,if atmospherically vented applionces or solid fuel applionces are installed, use ihe oppropriate cofumn. For existing dwel!ings,see IMC 501.3.3. Please note, if the makeup air quantiTy is negotive,no additional makeup air will be re- quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening, Transfer the cfm,size of opening and type (round,rectangular,flex or rigidJ to the last line of section D. The moke-up air supply must 6e installed per IMC 501.3.2.3. Table 501.3.1 PROCEDUf2E TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct veni ap- assisted appliances and gas or oil appliance or ly vented gas or oil pliances or no combus- power vent or direct vent one solid tuel appliance appliances or solid fuel tion appliances appliances appliances Column C Column D Column A Column B 1. a)pressure factor 0.15 0,09 0.06 0.03 �cfm/sfJ b)conditioned floor area(s�(induding � T'� � unfinished basementsj �7 Estimated House Infiltration(cfm):[la _�?Q x lb) �� 2.Exhaust Capacity a)continuous exhaust-only ventilation system(dm);�not applicable to ba- �'� lanced venolauon systems such as • HRVj b)dothes dryer�cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically L/q� (not applicable if recirculating system �G or if powered makeup air is electrically interlocked and match to exhaust) d)SO%of next largest exhaust rating -- (cfm); bath fan typically N ot (not applicabie if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); � /5 [2a+2b+2c+2d) 3.Makeup Air quantity(cfm) � a)total exhaust capacity(from above) � � b)es[imated house infiltration(from � ' above) � Makeup Air quantity(cfm); [3a—36) � (if value is negative,no makeup air is � needed) 4.For makeup Air Opening Sizing,reter to Tablc 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct ven[appliances may 6e used.) B. Use this column if there is one fan-assisted appliance per venting system.(Appliances other[han atmospherically vented appliances may also 6e in- duded.) C. Use this column if there is one a[mospherically vented(other than farnassisted)gas or oil appiiance per venting system or one solid fuel appliance. D. Use this column if there are multiple a[mospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Page3of6 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power One or multiple(an- One atmospherically Multiple atmospherically vent,direct venl ap- assisted appliances and vented gas or oil ap- vented gas or oil ap- Du�t di- pliances,or no combus- power vent or direct pliance or one solid tuel piiances or solid fuel ameter tion appliances ven[appliances appliance appliances Column A Column B Column C Column D Passiveopening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-]09 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-63 8 Passive opening 318-419 7.96-258 136-179 84-110 9 w/motorized damper Passiveopening 420-539 259-332 180-230 111-142 10 w/motorized damper Passive opening 540-679 333-419 231-290 143-179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA IJotes: A. An equivalent length of 100(eet of round smooCh metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length o(straigh[duct allowable B If flexible duc[i;used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall no[be accepted. C. Earometric dampers are prohibited in pass�ve ma4:eup a�r openings when any a[mospherically ven[ed applian�e is instailed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Sections F Combustion air Not required per mechanical code(No atmospheric or puwer vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) Size andtype � � Other,describe: Explanation-If no atmospheric or power vented appfiances are installed,check the appropriate box, not required, If o power vented or otmosphericaily vented appliance installed, use IFGCAppendix E, Worksheet E-1 (see belowJ. Pleose entersize and type. Combus- tion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Page4of6 Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construcYion,46 of step 4 is required to 6e filled ouf. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for furnace,Boiler,and/or Water Heater in the Same Space) Step L Complete vented combustion appliance information. Furnace/Boiler. _Draft Hood Fan Assisted �Direct Vent Input � ��Btu/hr or Power Vent Water Heater: _Draft Nood Fan Assisted _Oirect Vent Input: �� gtu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. �1 The CAS indudes all spaces connected to one another by code compliant openin f � CAS volume: -/ �� ft3 LxWxH y�L �� W H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 46�KAIR Method). If�he year of cpnstruction or ACH is not known,use method 4a(Standard Me.thod). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPUANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: 8tu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft' Volume(TRVj If CAS Volume(from Step 2)is greoter thon TRV then no outdoor openings are needed. If CAS Voluine(from Step 2)is less than TRV then go to STEP S. 46.K�own Air Inlill�ahon Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPUANCES� Total Btu/hr input of all fan-assisted and power vent appliances Input: �� o� g�u/hr '�C-_'— Use Fan-Assis[ed Appiiances column in Table E�1 to find RVFA: ��B� h' Required Volume Fan Assisted(RVFAJ � Total Btu/hr input of all Natural dreft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: � h' Required Volume rvatural draft appliances(RVNDA) / 7�� 7ota1 Required Volume(TRV)=RVFA+RVNDA TRV= 77 �� + (� - < � p� TRV ft' If CI�S Volume(from Step 2)is greater than TRV then no ou[door openings are needed. If CAS Volume(from Step 2)is less than TRV then go to STEP 5. Step 5:Calculate the ratio of avallable interior vo{ume to the total required volume. Ratio=CAS Volume(from Step 2J divided by TRV(from Step 4a or Step 4b) � Ratio= �j� �p = < Step 6:Calculate Reduction factor�RF). RF=1 minus Ratio RF_=1- � � _ .. 7 Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: l��O1'�3tu/hr (EXCEP7 DIRECT VENT) � Combus[ion Air Opening Area(CAOA): � Total Btu/hr divided by 3000 6tu/hr per in3 CAOA= �� 3000 Btu/hr per in'= in2 Step 8:Calculate Mirtimum CAOA. Minimum CAOA=CAOA multiplied 6y RF Minimum CAOA= �� x = ;�' � � . �/ Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the squore root oj Minimum CAOA CAOD=1.13� Minimum CAOA= in.diameter go up one inch in size if using flex duct 1 Ii desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. Page 5 oi 6 Minnesota Department oi Labor and Industry Licensing and Certification Services Construction Codes and Licensing Division Phone; 65i.284.5034 4A3 Lafayeite Road N Email: DLI.License@state.mn.us Saint Paul,iUiN 55955 Website: www.dfi.mn.gov/ccid.asp NOTICES NOT 7RANSF�RA�L� CHANGE YOUR BUSINESS STRUCTURE - SUBM2T A NEW APPLtCA1'ION FOR NEW ENTITY: CHARLES CLlDD QE NOVO 15054 23RD AVE N RENEW OR REPLAC�(NSURANCE POLICY PLYMOUTH, MN 55447 SUBMI'C NEW CERTiFICATE OF INSURANCE - , ; ,,. ` NOTlFY THE DEt'ARTMENT OE A CiiANGE;IN;Y011:�i BCiSINESS: Fa�lure fq �io so,sub��cts you to admin�stra#�ve penalt�es of uJ�to$1a,pU4 _ -_ _ - '�5 �ay Nofics R�qu�irement Forms ava�fable ol�lin�at uvww dlr mr ttov7CCLb/LicUpdate asp: -- _- - ._ ,;. �, - -- , , _. ___ _ ,_ _ _. : �' ' Change in 6usrnes� physical address mail�ng acidress,phoi�e number,or'emai!address ''• -- -- --� - - _., r _ - . -_ � . . , °.• Ghange m;conirol;;owners;oificers;d�rectors,merhbers, ` � ' :..;::. : . :. partners. ,: . ., , , -:: -,,.�;: ,> � ::: _ - - - - - . . ,. - --, --_ � : • Ch;ange in buslness'fegal n:ame arid/or assumed name - -� _ ---- - " � - _ _ --- =- - _- - • L�ss of o�e.ha;� e iii QllALI�Y�NG BUILDER - -� -_- =-_ " - "- ,. ,. : J -- _ " ' • Chan e in�"�heral�liabiitt insu"rance or workers'ca�n e�saUorr insurance covera-e� . `. .``' .: .: '; ��,.., S ... 5. . ,. .,.. _ Y... P J. . - ,. :..: ..... Immedia#e Not►ce Reqw�'errtent .tYotif�cation to-DRl in wr'ting ' _ •= Judgmee�t l]ebtor _A Itcensed cont'ractor has 15 c�ays to provide 4vntten notE�e of_the€fnding that it is found to be;'a�udgment =: debfor baseci upori eonduct requtring IEcensure - . Bankruptcv Pe4tron:-Filed A licensed contCactor ha'.s 15 days to provide written not�ce 1f�af-iE fEted a pefition tor bank ' - : ,. ` ``` + Conviction'Notice. .A hcensed con#ractor;has 10 days to provide written nobce that it has been fa.und guilty of a!el ny gross misdemeanoK, misderrseanor or :ar�y comparabEe offe_nse related :to the_ 1�cense;, moluding conwetions of fraud; misrepresentat'ion,m�suse ofi funds;;t�ef�,enm��aFsexua�conduct,;assault;;burglary,canv.ersion of.funds,or the(t;of proceeds in this or a�y other.sfate or�any other Unifed States_iurlsdaction YOUR CERTI�fCA� � . . , , , E IS BEk.OW TtiE PERFO€iATtON SFiOW GERi'IFICA't�INHEN 0�`C'A1NtNG PERMl7S -� = � -- -� " _ �- �_ - _ �' .:i ', ,. _. . , : .:.. . :., : :: = . . ( ' " � �` __ _ , : -: .: _ � : n,°'�H�S��n�'�arh,�� RESIDENTfAt BLDG CO�lTRACTOR , ;L�iBE�.F�$�[ II'*�CtUST1tY ;. :. , , w ; , ., Constroction Codes and Licensing Diviswn = = �Licensing and Certiticat{on Services 443 Latayette Road N 5t Paul;MN 55155 ' ,Websiie: wuvw dl�r�n gov/ccldyasA -:� ` _� _ - ` Ema+l;cil�IrcenseCa)state mri u� !Phone:651284 5094 : - T'his is to cetttfy fhat tl�e cerhficate bolder i�l�censed as a RE�IDE.NT[AL BUILDING CQ�ITRA,CT�R m the st�te o#',Miiinesota and is iri. :.-_-'._-=-..,;'`;: , __ , : _ . _ ......: . , : - >. : compliance wiEh Mfnriesoha Statutes 326B 805,and may tiuild resident�al real estate;:coiitract or offei fo contraat witit an own�r tu bculd` :..-. ,, ;, - ; res�dential real estate and conFract oF offer to contract with an owner to tmprove existing residen€ia�real estate;provided the tespons�ble zr�d�viduai is at ali liinc5 a QUALIFYING BUILDEit:a:nd t�i�cett�fieate holdec ziiamtams`cbmpliarice with;'the required genera[ --- liab�lity��surance,and workers(cdmpensat�on Jaws _ = �:.:.:•-_�• "__ _ - -_ _ _ _ - ;!. `::. ..: Licens , , �: , :. - _ =�=.. ;. ;,.;.� .. . :,. ....:...�. : .. .. ...... .:�.,�:�... . . , . � e ;. RESIDENTlAL.BLDG CONTRACTOR :; • ;:. .:. .. •.. : . . . . .. •. , Lic IVumber ::BC635245 °CHA�#LES CUDD DE'_NOVQ.- '.;. _;.� _ :. ..;' � �� : ':.. :.`. . :'.:'..': ::;, .`':: :..: .: :..:. f:: _ �... Eifeat�ve Data Q4/Qi/2013 1,5050 23RD AVE� _ - _ =- �: .,,,. .,, - - :�: , . Ex ir�t�on Date ' '` " ` p .03/3 t/2015 . ' , ' - �,;FLY,(ViOEJTH 55447 = - . ,.,; , , ,NiN - _ . .. .. , ,,,,� .. - _ - ,., ,,. _: ._ . . . . ,.... , „ _ - .... , �,.; ,... . ..,, . :. ...:..... - - ,. ,., ... . . _.:, , , ,_. ......_. �:.: �. ;::. VEi�f�Y UP TQ-DAT�STATUS, 80ND,AND INSLlRANCE'INFO�ATwww;dli mn.qov/cctd/LicVerifV.asp ENTER NUMBER,I.. . . . :, .:;., ,_:.:. ........:.. .:... .... ... . _ ..:. . .._ ..--:..:., :-._:�-• - = - -- -- - -- _ _ . �.- �. . ... : - -. . _. . --- - - - ;.. -_-. . .•-_ -- , _---. . : _ - ....:. . _ _ . ._. ._., . - - --. __...�-_ �........ . . . ...::......:. - - 2013 Standardized Concrete Foundation Drawinqs Scope of Work: These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring,water-proofing,insulation,flashing,control and construction joints,and all other non- structural requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2013. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. Index: S1 -Scope, Index, and Certification S2-General Notes S3-Step Footing Detail S4-Frost Wall Detail S5-Lookout Wall Detail S6-Full Height Wall Detail Materials: Reinforcing Steel: Grade 40(40 ksi)for#4 and smaller bars Grade 60(60 ksi)for#5 bars and larger Rebar Substitution Notes: 1. Two#4's bundled may be used to substitute(1)#6 and vice versa provided they are of the same grade steel. 2. For vertical bars on S6,#5's may be used in lieu of#6's at two-thirds of the noted spacing. Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 3000 psi Backfill Soil: Sand-30 psf/ft effective lateral pressure Sandy Clay(SC)-45 psf/ft effective lateral pressure Clay-60 psf/ft effective lateral pressure 1 hereby certify that this plan,specification,or Slte Address• report was prepared by me or under my direct supervision and that I am a duly licensed Street: �C� Glt-E��". �1�� S professional engineer under the laws of the state of Minnesota. city: ��ZoNc� �_��`"�� State: MN 2ip: ��J�+� Craig Oswell,PE(MN#42341) 1213/2012 Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 �,`�k►�*;��_��,� Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �� ' .�� Description: Scope of Work,Index,and Certification Phone:612-720-4639 ;.'�� xi' � Project# 12.100 Fax: 612-886-2966 �'� '� Client Name: Charles Cudd De Novo,LLC www.oswelleacom �� `� Client Address: 15050 23rd Ave N, Plymouth, MN 55447 Page S1 of S6 y j�x�,�:,_r.�},r�;''''` General Notes: 1. Wail thicknesses noted are nominal unless specifically stated otherwise. Maximum tolerance is 1/2". 2. Maximum wall to footing centerline offset is 2". A minimum of 2"of footing is to extend on each side of the wall. 3. Place matching hooks around all wall corners and intersections for each horizontal bar. 4. Horizontal bars may be placed anywhere within the wall thic{cness provided 2"minimum cove�•is provided. 5. Bar laps when required are to be at least 32 diameters for grade 40 bars and 48 diameters for grade 60 bars. 6. Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained. 7. Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to a�ign. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sill plate sections require at least two anchors with one within 4"4012"of each end and at all corners and intersections. Walls less than 24"in length require only one anchor. 9. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R319.3 exception 1. 10. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code adequate swale. 13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place. Cold Weather Guidelines: The following information is considered to be general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement,early-strength concrete,and accelerators are recommended at temperatures below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is adviced. 4. Do not add additional water. Using water-reducing admixtures is recommended when required. 5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground,snow,or ice. 6. Preheating of rebar is not required,however it is to be free of frost, snow, and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero degrees F. Oswell En ineerin and Consultin L.L.C. 1901 E Hennepin Ave,#201 ��►;r';.= "� "'" 9� J 9, �� .' x: Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 �r� ':� " Description: General Notes Phone:612-720-4639 �i7 ': � � �� Project# 12.100 Fax:612-886-2966 ��+ 's # �� . Client Name: Charles Cudd De Novo, LLC www.oswellec.com � � f Client Address: 15050 23rd Ave N, Plymouth,MN 55447 Page S2 of 56 ;,;�°��*w`�{*�_ `,��. 12/3/2012 I i � Adjacent steps are to be placed no closer to either side of the � beam section than twice the height of the largest step � 6'-0"maximum steJ� (beam section) Optional control joint each end of I beam section by others (2)bundled#4 horizontal bars top � s&bottom w13"min ciearance � � extended at least 24"minimum I I � beyond each end of beam section I , „ t I ; Maximum appiied actual � � I Ioad=4000 plf uniform or f �� , 6"minimum thick cast-in-place � 12,400 pound � ��' concrete foundation wall � concentrated � `� i I F ! � � HIGH FOOTING I � ��,.�`��r��'�� `�.� ' I � �i r -�er"C r" �� }; �r" �� - 2i�� 1'' / �� High footing should be placed at 1- !� �� to-1 (45 degree)line,if footing is �� closer to step than this line,place LOW FooTIN� % i� rebar as if it was at this line as ;�� shown I � FOOTING STEP DETAIL )swell Engineering and Consulting, LL.C. 1901 E Hennepin Ave,#201 r�i�T?�e,;`��.'�+�: 'roject Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 ;}r,: . '� - )escription: Step Footing Detail Phone:612-720-4639 �� 'roject# 12.100 Fax:612-886-2966 ,�{ �� -,, �lient Name: Charles Cudd De Novo, LLC www.oswellec.com � � � r, :lient Address: 15050 23rd Ave N,Plymouth,MN 55447 Page S3 of S6 ,s�`� ��_ -'` �i 2/3/2012 Wall framing by others Sill plate by others w/112" diameter anchor bolts w/7" minimum embed&standard washers @ 72"o.c.max or equivalent metal strap anchors �s,�u 4•' � Maximum stem height is 12" (width to match sill plate) 6"Min 6"minimum thick cast-in- � place concrete wall w/ `+�;_;:�: optional slab ledge � —`—"-- (1)#4 continuous horizontal bar w/in 18"of top of wall Provide frost protection per Code #4 x 2'-0"long dowels @ 72" o.c.max w/5"minimum embed (dowels are not required if wall 8"minimum thick is backfilled in equal unreinforced concrete strip alternating lifts not exceeding footing,required width to be 24"in height) determined per Code by others WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height may be up to 36"provided the wa►I is at least 8"thick Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 ��k�`� "i* '' ' � Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 r. ��" �� ' Description: Frost Wall Detail Phone:612-720-4639 $ �� Project# 12.100 Fax:612-886-2966 �� , . \ � Client Name: Charles Cudd De Novo,LLC www.oswellec.com ��i ' '�' Client Address: 15050 23rd Ave N,Plymouth,MN 55447 Page S4 of S6 b��;+�,`;F�r;;, ;''�� 12/3/2012 Sill plate by others w/1/2" Wall framing by others diameter anchor bolts wl 7" _) minimum embed&standard washers @ 72"o.c.max or � equivalent metai strap ;=,�µ� � anchors 6"Min 6"minimum thick cast-in- place concrete lookout (1)#4 continuous horizontal wall � l � bar w/in 18"of top of wall E � �;� Footing elevation may vary below slab,provide frost t' protection per Code #4 x 2'-0"long centered dowels w/5"minimum 8"thick x 18"wide minimum embed wet set or epoxy unreinforced concrete strip grouted in place _ footing(16"wide minimum for maximum unbalanced 6"wall spacing; grade of 2'-6"or less),larger 36"o.c.max for sand, footing width may be 30"o.c.max for SC,& required for specific soil 24"o.c.max for clay bearing conditions to be determined per Code by 8"+Wall spacing; others aa��o.c.maxforsand, LOOKOUT WALL DETAIL 42"o.c.max for SC,& 36"o.c.max for clay Oswell Engineering and Consulting,L.L.C. p� �' ��k'�� 1901 E Henne m Ave,#201 F�}.-•-�A-�,�:��t Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 �x' �;� Description: Lookout Wall Detail Phone:612-720-4639 �;� � Project# 12.100 Fax:612-886-2966 �� : r� v Client Name: Charles Cudd De Novo,LLC www.oswelleacom �� .�'�,' Client Address: 15050 23rd Ave N,Plymouth,MN 55447 Page S5 of S6 y,�'`�,�'`- ��,�� 12/3/2012 / Wood floor&wall framing by others Connection of floor I ' � members to sill plate to 2x6 minimum sill plate w!1/2"diameter be per Code by others � anchor bolts w/7"minimum embed&2" r-�, wide x 1/8"thick square or round countersunk washers or alternative � 1% anchor(Anchor bolt clearance between �"`�" � " �� edge of both wall and sill plate is to be I 6"Min 2,5")(see table below for spacing) Exterior top of wall may • ----- > have a brick ledge ,�. provided the stem wall formed is at least 6"thick &no more than 16"high r, _�-Continuous#4 horizontal bars,provide � ` _—�`�� at least(2)@ 8'-0"clear,(3}@ 9'-0" � �a� ��l clear,&(4)@ 10'-0"clear,At � contractor's option: The lowest wall a� horizontal bar may be omitted if(2)#4 v continuous horizontal bars are placed in �� the footing Cast-in-place concrete foundation wa�l w/#6 or #4 x 2'-0"long dowels @ 72"o.c.max wl equivalent vertical bars 5"minimum embed placed 1.5"from inside face,see table below for spacing 8"minimum thick unreinforced concrete strip footing,required width to be determined per Code by others Footing elevation may vary below slab BASEMENT WALL DETAIL Clear Height and Soil Type Table Notes: Nominal g� g� �p� (1)= Unreinforced if concrete is 4000 psi or if Wail clear height is 4"less Thickness Sand SC Clay Sand SC Clay Sand SC Clay Vertical Rebar Spacing (2)= Unreinforced if concrete is 5000 psi or if 8" NA NA 36"(1) NA 36"(2) 36" 36"(1) 36" p4�• clear height is 4"less 10" NA NA NA NA NA 36"(1) NA 36"(1) 36" 12" NA NA NA NA NA NA NA NA NA Allowed alternate anchors are: Sill Anchor Spacing MAB/ST,MASA/FA3,FWAZ,or 1/2"diameter Bolts 72" 72" 48" 72" 4s" 36" 60" 36" 2q�• expansion bolts w/6"min embed(instali in accordance with the manufacturer's Alternate 48" 24" �8" 36" 18" 12" 24" 12" 8" recommendations) g g g, 1901 E Henne #201 4 ; 'S��x'Y 'd: Oswell En ineerin and Consultin L.L.C. pin Ave, ,�ifi,t,^r,.:.� �.�f"�� 6�:,, ;;; Project Name: 2013 Standardized Concrete Foundation Orawings Minneapolis,MN 55413 �r�- �escription: Full Height Wall Detail Phone:612-720-4639 �a� - � ' Project# 12.100 Fax:612-886-2966 �� - ` r„� Client Name: Charles Cudd De Novo,LLC www.oswelleacom `� ' � Client Address: 15050 23rd Ave N,Plymouth,MN 55447 Page S6 of S6 x�w'',;�'��+ '�� 1213/2012 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", 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 furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit 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 information may become public. 5. You have certain rights under Minnesota State Statute 13.04 (see following page) to review private data on yourself. 6. Your full name is required to process this application or permit. �o� � <�N��- First Middle Last :S'I 1? SA�r�lt��-t. �JQI V� Address V�►�rh�TdrJlr-� N111J �Sa'{� City State Zip Phone I understand my rig ts as stated above. Signatur Packet Last Updated: 04/19/2013 Page 20 of 23 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subdivision 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd. 2. Tennessen warning. An individual asked to supply private or confidential data concerning the individual shall be informed of: (a) the purpose and intended use of the requested data within the collecting government entity (b) whether he may refuse or is legally required to supply the requested data; (c) any known consequence arising from his supplying or refusing to supply private or confidential data; and (d) the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data, pursuant to section 13.82, subdivision 7, to a law enforcement officer. Subd. 3. Access to data by individual. Upon request to a responsible authority or designee, an individual shall be informed whether the individual is the subject of stored data on individuals, and whether it is classified as public, private or confidential. Upon further request, an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge and, if desired, shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning, the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority or designee shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority or designee may require the requesting person to pay the actual costs of making and certifying the copies. The responsible authority or designee shall comply immediately, if possible, with any request made pursuant to this subdivision, or within ten days of the date of the request, excluding Saturdays, Sundays and legal holidays, if immediate compliance is not possible. Subd. 4. Procedure when data is not accurate or complete. (a) An individual subject of the data may contest the accuracy or completeness of public or private data. To exercise this right, an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (1) correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data, including recipients named by the individual; or (2) notify the individual that the authority believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the Administrative Procedure Act relating to contested cases. Upon receipt of an appeal by an individual, the commissioner shall, before issuing the order and notice of the contested case hearing required by chapter 14, try to resolve the dispute through education, conference, conciliation, or persuasion. If the parties consent, the commissioner may refer to the matter to medication. Following these efforts, the commissioner shall dismiss the appeal or issue the order and notice of hearing. (b) Data on individuals that have been successfully challenged by an individual must be completed, corrected, or destroyed by a government entity without regard to the requirements of section 138.17. After completing, correcting, or destroying successfully challenged data, a government entity may retain a copy of the commissioner of administration's order issued under chapter 14 or, if no order were issued, a summary of the dispute between the parties that does not contain any particulars of the successfully challenged data. Packet Last Updated.� 04/19/2013 Page 21 of 23 BeamChek v2004 licensed to:Sfeve Licht Reg#4151-65186 Robin �C�F"eat Room/Upper Hall Date: 1/21/14 Selection W 8x 31 36 ksi Wide Flange Steel Lateral Support at: Lu =20.1 ft max. Conditions Actual Size is 8 x 8 in., Min Bearing Length R1=0.9 in. R2=0.9 in. DL Defl 0.09 in Suggested Camber 0.14 in Data Beam Span 18.58 ft Reaction 1 LL 2415# Reaction 2 LL 2415# Beam Wt per ft 31.0# Reaction 1 TL 3428# Reaction 2 TL 3428# Bm Wt Included 576# Maximum V 3428# Max Moment 15923'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/720 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in') Shear(inZ) TL Defl(in) LL Defl Actual 27.50 2.28 0.31 0.22 Critical 8.85 0.24 0.93 0.62 Status OK OK OK OK Ratio 32% 10% 33°/o 35% Fb(psi) Fv(psi) E (psi x mil) Values Base Value Fy 36000 36000 29.0 Base Ad'usted 21600 14400 29.0 Adiusfinents YP Factor, Lu 0.60 0.40 Loads Uniform LL:260 Uniform TL: 338 =A Uniform Load A 0 0 R1 =3428 R2 =3428 SPAN = 18.58 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2004 licensed to: Steve Licht Reg#4151-65186 Robin �arage Beam��antry� Date: 1/21/14 Selection W 14x 61 36 ksi Wide Flange Steel Lateral Support at: Lu=21.5 ft max. Conditions Actual Size is 10 x 13-7/8 in., Min Bearing Length R1= 1.4 in. R2= 1.4 in. DL Defl 0.08 in Suggested Camber 0.13 in Data Beam Span 20.85 ft Reaction 1 LL 8319# Reaction 2 LL 8617# Beam Wt per ft 61.0# Reaction 1 TL 11794# Reaction 2 TL 12186# Bm Wt Included 1272# Maximum V 12186# Max Moment 67089'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/862 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(inZ) TL Defl (in) LL Defl Actual 92.20 5.21 0.29 0.21 Critical 37.27 0.85 1.04 0.70 Status OK OK OK OK Ratio 40% 16% 28% 30% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 36000 36000 29.0 Base Ad'usted 21600 14400 29.0 Adiustments YP Factor, Lu 0.60 0.40 At Point Loads: Provide these minimum bearing lengths in inches or provide web stiffeners. B= 1.4 Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1790 B=2357 12.16 303 H =394 0 20.85 423 I =582 0 20.85 I H Pt loads: ❑B 0 � R1 = 11794 R2= 12186 SPAN =20.85 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2004 licensed to: Steve Licht Reg#4151-65186 - - - - - - — - - - Robin Garage Beam at Entry � Date: 1/21/14 - -- — __ _. _ -- --- Selection W 6x 25 36 ksi Wide Flange Steel Lateral Support at: Lu=20 ft max. Conditions Actual Size is 6-1/8 x 6-3/8 in., Min Bearing Length R1=0.8 in. R2=0.8 in. DL Defl 0.08 in Suggested Camber 0.13 in Data Beam Span 11.77 ft Reaction 1 LL 4451 # Reaction 2 LL 4451 # Beam Wt per ft 25.0# Reaction 1 TL 6134# Reaction 2 TL 6134# Bm Wt Included 294# Maximum V 6134# Max Moment 18049'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/461 LL Max Defl L/360 LL Actual Defl L/634 Aftributes Section (in') Shear(in2) TL Defl (in) LL Defl Actual 16.70 2.04 0.31 0.22 Critical 10.03 0.43 0.59 0.39 Status OK OK OK OK Ratio 60% 21% 52% 57% Fb (psi) Fv(psi) E(psi x mil) Values Base Value Fy 36000 36000 29.0 Base Ad'usted 21600 14400 29.0 Adiustments YP Factor, Lu 0.60 0.40 Loads Par Unif LL Par Unif TL Start End 453 H =623 0 11.77 303 I =394 0 11.77 I H 0 0 R1 =6134 R2=6134 SPAN = 11.77 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2004 licensed to�Steve Licht Reg#4151-65186 Robin Garage Door East Date: 1/21/14 Selection W 14x 68 36 ksi Wide Flange Steel Lateral Support at: Lu=23.9 ft max. Conditions Actual Size is 10 x 14 in., Min Bearing Length R1= 1.5 in. R2= 1.5 in. DL Defl 0.09 in Suggested Camber 0.14 in Data Beam Span 22.46 ft Reaction 1 LL 8157# Reaction 2 LL 8157# Beam Wt per ft 68.0# Reaction 1 TL 11725# Reaction 2 TL 11725# Bm Wt Included 1527# Maximum V 11725# Max Moment 65835'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/898 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 103.00 5.83 0.30 0.21 Critical 36.57 0.81 1.12 0.75 Status OK OK OK OK Ratio 36% 14% 27% 28% Fb(psi) Fv(psi) E (psi x mil) Values Base Value Fy 36000 36000 29.0 Base Ad'usted 21600 14400 29.0 Adiustments YP Factor, Lu 0.60 0.40 Loads Par Unif LL Par Unif TL Start End 423 H=582 0 22.46 303 I =394 0 22.46 I H � � R1 = 11725 R2= 11725 SPAN=22.46 FT Uniform and partial uniform loads are ibs per lineal ft. BeamChek v2004 licensed to:Steve Licht Reg#4151-65186 Robin Garage Door West Date: 1/21/14 - ---- Selection W 14x 74 36 ksi Wide Flange Steel Lateral Support at: Lu=25.9 ft max. Conditions Actual Size is 10-1/8 x 14-1/8 in., Min Bearing Length R1= 1.6 in. R2= 1.6 in. DL Defl 0.10 in Suggested Camber 0.14 in Data Beam Span 23.0 ft Reaction 1 LL 8699# Reaction 2 LL 8699# Beam Wt per ft 74.0# Reaction 1 TL 12550# Reaction 2 TL 12550# Bm Wt Included 1702# Maximum V 12550# Max Moment 72163'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/881 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 112.00 6.38 0.31 0.22 Critical 40.09 0.87 1.15 0.77 � Status OK OK OK OK Ratio 36% 14% 27% 28% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 36000 36000 29.0 Base Ad'usted 21600 14400 29.0 Adiustments YP Factor, Lu 0.60 0.40 Loads Par Unif LL Par Unif TL Start End 453 H =623 0 23.0 303 I =394 0 23.0 I H 0 � R1 = 12550 R2= 12550 SPAN=23 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2004 licensed to:Steve Licht Reg#4151-65186 Robin Billards ' Date: 1/21/14 Selection W 10x 39 36 ksi Wide Flange Steel Lateral Support at: Lu =19.8 ft max. Condifions Actual Size is 8 x 9-7/8 in., Min Bearing Length R1= 1.1 in. R2= 1.1 in. DL Defl 0.09 in Suggested Camber 0.14 in Data Beam Span 19.5 ft Reaction 1 LL 4485# Reaction 2 LL 4485# Beam Wt per ft 39.0# Reaction 1 TL 6211 # Reaction 2 TL 6211 # Bm Wt Included 761 # Maximum V 6211 # Max Moment 30277'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/685 LL Max Defl L/360 LL Actual Defl L/949 Attributes Section (in') Shear(in2) TL Defl (in) LL Defl Actual 42.10 3.12 0.34 0.25 Critical 16.82 0.43 0.98 0.65 Status OK OK OK OK Ratio 40% 14% 35% 38% Fb(psi) Fv(psi) E (psi x mil) Values Base Value Fy 36000 36000 29.0 Base Ad'usted 21600 14400 29.0 Adjustments YP Factor, Lu 0.60 0.40 Loads Uniform LL:460 Uniform TL: 598 =A Uniform Load A 0 0 R1 =6211 R2=6211 SPAN= 19.5FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2004 licensed to:Steve Licht Reg#4151-65186 Robin �� Date: 1/21/14 Selection W 14x 53 36 ksi Wide Flange Steel Lateral Support at: Lu=17.7 ft max. Conditions Actual Size is 8 x 13-7/8 in., Min Bearing Length R1= 1.4 in. R2= 1.4 in. DL Defl 0.08 in Suggested Camber 0.12 in Data Beam Span 18.5 ft Reaction 1 LL 12580# Reaction 2 LL 12580# Beam Wt per ft 53.0# Reaction 1 TL 16844# Reaction 2 TL 16844# Bm Wt Included 981 # Maximum V 16844# Max Moment 77905'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/706 LL Max Defl L/360 LL Actual Defl L/944 AttriButes Section (in3) Shear(inZ) TL Defl(in) LL Defl Actual 77.80 5.15 0.31 0.24 Critical 43.28 1.17 0.93 0.62 Status OK OK OK OK Ratio 56% 23% 34% 38% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 36000 36000 29.0 Base Ad'usted 21600 14400 29.0 Ad�ustments YP Factor, Lu 0.60 0.40 Loads Uniform LL:640 Uniform TL: 832 =A Par Unif LL Par Unif TL Start End 720 H =936 0 18.5 H Uniform Load A 0 � R1 = 16844 R2= 16844 SPAN = 18.5FT Uniform and partial uniform loads are ibs per lineal ft. BeamChek v2004 licensed to:Steve Licht Reg#4151-65186 Robin Hall/Rec Date: 1/21/14 Selection W 8x 28 36 ksi Wide Flange Steel Lateral Support at: Lu= 17.5 ft max. Conditions Actual Size is 6-1/2 x 8 in., Min Bearing Length R1=0.9 in. R2=0.9 in. DL Defl 0.09 in Suggested Camber 0.13 in Data Beam Span 15.25 ft Reaction 1 LL 4575# Reaction 2 LL 4575# Beam Wt per ft 28.0# Reaction 1 TL 6161 # Reaction 2 TL 6161 # Bm Wt Included 427# Maximum V 6161 # Max Moment 23489'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/530 LL Max Defl L/360 LL Actual Defl L/713 Attributes Section(in') Shear(in2) TL Defl (in) LL Defl Actual 24.30 2.30 0.35 0.26 Critical 13.05 0.43 0.76 0.51 Status OK OK OK OK Ratio 54% 19% 45% 50% Fb(psi) Fv(psi) E (psi x mil) Values Base Value Fy 36000 36000 29.0 Base Ad'usted 21600 14400 29.0 Adiustments YP Factor, Lu 0.60 0.40 Loads Uniform LL:600 Uniform TL: 780 =A Uniform Load A 0 0 R1 =6161 R2=6161 SPAN = 15.25 FT Uniform and partial uniform loads are Ibs per lineal ft. � r� � /Zpq7� ,/ TIME CITY OF ORONO CALLED IN � � INSPECTION NOTI E SCHEDULED �2�� B� PERMIT NO � COMPLETED ADDRESS �� OWNER TE PHONE NO. =35� CONTRACTOR �; DESCRIPTION _�� ti � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ IAKESHORE/WEf�ANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑�R HON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � INAL ❑ SEWER HOOK-UP ❑ COMPLAINT J DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERfCONTRACTOR TO MEET YOU: YES_NO y COMMENTS: i � � � a i � � - i � � O � �. y � o � �� „ , W � Q � W S �l � � w � , . � � � d - W� ORKSATISFACTORY:PROCEED �PROJECT COMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pH0T0 TAKEN INSPECTOR WFLL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. � Cail for the next inspection 24 hours in advan . (952) 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's Ffle Canary CopylSite Notice DATE TIME CITY'nF O�iUI NO CALLED IN I�ISPECTION NOTICE SCHEDULED PERNIi�NO. ��g' � 0��q' COMPLETED /L-/t-/� �M ADDRESS ! � f C/Ltr�'��.c.c�.o� /�'`kS OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION � � � FOOTING ❑ PLUMBING FINAL � EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ 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 � OWNERICONTRACTOR TO MEET YOU:_YES_NO c��, COMMENTS: � W a � T 7.s ��!'.��' �'!/'fL..�C.sf Q�L� 0 � 0 � W � Q � 2 W � W � J � ❑WORK SATISFACTORY:PROCEED �ROJECT COMPLEfE � �CORRECT WORK 8 PROCEED �ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY � BEFORE COVERING �PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlCon tor Inspecto White Copyllnspector's File Canary CopylSfte Notice ✓ DATE TIME '�ITY c�i'ORONO CALLED IN INSPECTION NOTICE scHEou�E� PERMIT N0. ZC114 —�j�� COMPLETED 2''Z(t"� ADDRESS `�,?� ��-�4�— l�� 1��-- f C.r.�_� OWNER TELEPHONE NO. CONTRACTOR �: �ESCRI�TION ��r n, ��' � �'�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q 0 POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDAT�ON/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O � � O � W � Q � 2 W � W � � d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ,� ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETl1RN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance. (J52) 249-4600 OwnerlContractor on site: Inspector. � c� White Copyllnspector's File Canary CopylSite Notice --�-e� ' / � DATE TIME `J CITY OF ORONO CALLED IN o7- � �- INSPECTION.�VQTIC _O��7�SCHEDULED /,�i� / :C$ PERMIT NO.��v/ COMPLETED ADDRESS ��S OWNER LEPH NE NOi�� 8�1�-J�� CONTRACTOR � DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING y ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J O DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP = O DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � a , " � � � � J O � � O � � W �A Q ' � 2 W � W 2 j d � ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR RE�NSPECTION TEMPORARY V BEFORECWERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerfContractor on site: Inspector. White Copyllnspector's Ffle nary CopylSite Notice � � � DATE TIME � CITY OF ORONO CALLED IN �I�—� �� .�-� INSPECTION I�LQTIC / SCHEDULED — /� 'SU PERMIT NO.�D `` COMPLEfED ADDRESS � d-�� OWNER LEPH E NO�� a—°��7�� CONTRACTO �; DESCRIPTION �� C��C� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q �POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVEfLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ 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 � ❑ PLUMBING RI O SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOFi TO MEET YOU:_YES_NO v�, COMMENTS: a �y ,�,zo.�� - y �o� o�� a��„ o � 6 Uer�«rs - 3` �sc , - ,�Q�T 1.�� — �. � ° �^^j' De✓ .�o�r� W � Q � /�/11�S/� /��/rt�i /"C I/ ��iJli n �-- � DK �s— ��,r W � � � d W� ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W�BARRE6�WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR W{LL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-460� OwnerlContractor on site: Inspector. �� White Copyllnspector's Ffle Canary CopylSite Notice � � � pA TIME �/ CITY OF ORONO CALLED IN �/ — � INSPECTION OTIC SCHEDULED —� —/ /_' T� PERMIT NO — coMP��eo ADDRESS � OWNER P ONE NO � �� CONTRACTOR � DESCRIPTION � � ❑ FOOTING ❑ LUMBING FINAL ❑ EXCAV/GRADING/FI�LING 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 p 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 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: a �O/�— S�Q�S �a�� '�a�e� � � � d�� C°l>de �' � 0 � W � Q � 2 W � W � J d � �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours i dvance. (952) 249-46�� OwnerfContractor on site: Inspector. h^-' White Copyllnspector's Ffle Cenary CopylSite Notice DATE TIME � CITY OF ORONO CALLED IN 6"� INSPECTION NOTIC SCHEDULED � ! :DO PERMIT NO. o2D 6 y U��7 COMPLETED ADDRESS � � a-� OWNER TEL HONE NO.�o�Z �'�� 5�� CONTRACTOR _ G��S� ��GC� �; DESCRIPTION �� ❑ FOOTING ❑ PLUMBING FI O EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREM/ETLANDS O �FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOO 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 v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS�71Ar'a•!a� a��e,..4 �w�►�•,.� f6✓ 1 Cic4..ti � y (t4Y 6� ��br _ � p�0 vrt7� �'►�GfL6� bs�fs �e'r Wt[� � '� X r0f/Ia9.Q K� e � 6�/ „ � t�t aa.(..a c'Wct1,/SJ ('bViG2.�'+�G 6l�'� � Gy4ti OC ,}J O res rs �--f.I�ea�S -f�w.i�C � t �tep �j Gy d ( � ��•5 /� ha•'(�.;5 �ea.�" ��kys �/„ co•..�.. �.(.�� Q �i �f � ��.r � � �a"t W � j d W� ❑WORKSATISFACTORY:PROCEED O PROJECT COMPLEfE W �66RRE6T WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PEfiMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN O CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: . Inspector. � ite Copyllnspector's File Canary CopylSite Notice 5� � Df�T� TIME v CITY OF ORONO CALLED IN l INSPECTION NOTICE SCHEDULED _� PERMIT NO. �v�`��U O D Z �COMPLETED – �� ADDRESS �OS « �� -� OWNER TELEPHONE NO. `�5 Z- �`�s ��7 CONTRACTOR C�'�a C:u�� T�i�S h � DESCRIPTION /�5��`�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z �INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT r ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO _ � � COMMENTS:Q .�Ql c�� ,�e%✓tf.�i�rsKr '� �ti s�i�q a (ea �.�/u1`4�/) ✓�'��°G11•"�`P`i4 SG S D'��r� 1� [J4 r'4�S t• •� r� p �4�'�d fo�♦�.��l��e- sef��a t� � _ . � � G�' • �rt �. �/ ! �'�(L� 4. o f� �•� pta{�e_ �e� sk�e bt�fh F��S� ��S4l�wt r G✓ t r 7 � � .��,.�►,� / /�. .�erl'rst�in �40 e /'w. /�l4�/Gf �n P• Q r ` ,roa �i, 114�fi ��►� /'�f• p/1•,(Je R,f •G•le.++r e .•k Y..c- -+ l ,e !. ror � -!ao i � � s aP �C��e�, f� P t P�� + � 7'1 I')1• . L�.t.�i�♦ ♦M � P/`mV! (�l6G r S"4.eieZ4.tf lrt� j i► �' i ' • c� /Yo �i)Su/ ii�. L.�• •5 �l•rss W� ❑WORKSATISFACTORY:PROCEED �� _ r q PROJECTCOMPLEfE ❑CORRECT WORK 8 PROCEED 'L++�r•sa� ISSUE CERTIFICATE OF OCCUPANCY � �CORRECT WORK,CALL FOR REIN�C ION�g_�rl � TEMPORARY �� EFORECWERING r�A��—pERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP Of1DER POSTED.CALL INSPECTOR /�CITATION I�SUED /� ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS//`J'� PrZ�L�'��,r��'�r,,,`'� �� T `�e"'�""� Call for the next inspection 24 hours in advance. (952) 249-46�0 OwnerlContractor on site: „�itl�' Inspector. � ` White Copyllnspector's File Canary CopylSite Notice ATE TIME " ITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDULED�� -'�t.. PERMIT NO. ��/y-r_��n�� COMPLEfED ADDRESS /'��'� ��/� OWNER TELEPHONE NO. �- `- CONTRACTOR i DESCRIPTION _ �fl�u la T / Gf� -� ��i �. j�.s�., � � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING y � POURED WALL ❑ MECHANICAL RI ❑ L4KESHOREM/ETLANDS Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE O SITE INSPECTION Q p RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL O SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SE�C FINAL ❑ FOUNDATION/REMOVAL � OWNERfCONT$ C�TOR TO MEET YOU• YES_NO c�., COMMEN : �� - ,� �-, � �r'r � / 4� � � /� �� 'T�� vvK�� o �� ''� ' �� . � 0 � W 2 `� Q � 2 W � W � J d W� RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑C RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN �CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. ) 24g- �0 OwnerlContractor on site: Inspector. White Copyflnspector's File /ary CopylSite Notice DATE TIME IN OF ORONO � CALLED IN � � INSPECTION N TICE ^ �,I SCHEDULED �� PERMIT NO. ' � �� COMPLETED ADDRESS '� � � r�� OWNER TELEPHONE NO.�L,�� " ��' �� CONTRACTOR � L�%� �; DESCRIPTIO � """ �� ^ ��^v �` � � lu ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WEfLANDS � O ❑ FRAMI ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z 0 INS ATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ ON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � INAL ❑ SEWER HOOK-UP ❑ COMPLAINT � MO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPT FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET Y • _NO � COMMENTS: � W � � J O � � O � W � Q � 2 W � w � � J d W C�WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call tor the next inspection 24 ours in advance 2) 249-46�0 OwnerfContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice ERTI • DENOTES IRON MONUMENT FOUND � F I AT � - EF RVEY � DENOTES EXISTING TREE TO BE R - FOR� CHARLES CUDD DENOVO, LLC � OO \ DENOTES SANITARY SEWER MANHOLE � ADDRESS� 105 CREEK RIDGE PASS, ORONO, MN ❑ DENOTES CATCH BASIN 023 DENOTES PROPOSED ELEVATION �o�i.2 DENOTES EXISTING ELEVATION � DENOTES DIRECTION OF DRAINAGE LEGAL DESCRIPTION � DENOTES METAL SPIKE Lot 1, Block 1, CREEKSIDE IN ORONO, -X- DENOTES EXISTING FENCE Hennepin County, Minnesota. S DENOTES PROPOSED SILT � � � ' Cf2EEKSIDE T�AIL 953.5 ' l�i SMH g53.0 952.3 951.3 950.8 /I � TC TC TC T� 950J `-� TC 950.7 � TC-CB 952.6 SV y� N89�55'41'.'E 133.91 , T�°ce _.. . . 9s2 0 `� � � 950.9 NORTH �soo � � - - - - - - - - - - - - - - �...`�.......,, a 1 � T� � � 0 30 S SS� (7 � O .,..... ... 948 9 \ \'•.. \�o �`�v' Q��r*: ��.9 ...g5 � asH is �•.� .y' O2g ,y 1Sp, . . � � �, �� `�' 949.1 � 950.0 �.�� . ( IN FEET ) 5 � sas.s 950 nsH i2•�� \sv2:� � \ 1 inch - 30 ft. I .. y X 949.0 .� 6,��g52 \ 949.0 ASH 20 � ...........•' . � TREEe ��; ..952� ,f �,s2.2 02 �. o MAP2 � ��go � �� 9S4 \ . 53. 57. � 1 I 948.7 X 949.3 �:� s�TREE20 2.63 952:9 � � 6�.. I it�lt,s� I � �'83 ASH 20 c�i 954.1 `qSQ I °' 1 g3 2.Q6 I MAP2 Ci1 I :''� � 2.33 � � �.. .... , �� N � . N ?e3 � 6' � I I. 2.50 ;9 I 954.0 � ..�� co �� I S6, _ TC � � I 1.00 . � 953.9 � I 949.4 ''949 2:`. O M 955.6 2.33 I � I TREE12 ;� � � 3.50 ASH 24 I I � cb � � � � I 949.2� p 953.4 I 50 �� G _� � � � � BASS10 � x ►-' I �� 956.1 � � 949.3 --�'°vr--�7O.3--950.8-� Y. N co � a ,.0 p MAP2 I 0� I TREE10 � TREE15' � 5.50 �h� �.� g � p I I t 1 , � �� 949.3 ��''� � w ��y� O� 3 ;� 4 � � � W s� TREE15 ;,� 954,7 � :��03�� .��R� �� BASS10 /� ` �(� I 949.2 954.8 r�� `�'�55.3, /.� � � I �J J TREF10 ASH13 ��.'}�, BASSt'1 / `:' � � , � � °. 952.fi w� 10.83 r 957.1-.:---- ': 24.00 � �S� ! � 1, , `i.n�s' :949.8 TREE8 � TREE1� � 958.8 I � W 3 I ;' OPL10 I�� . ��9_�,k : `O MAP2 � LY 949.2 X. � 953.Ox �la`t� ^/�y1�6� GARAGE.i 4.00 �_ p 956.7 I � � �� v� 9 ,� 41.0 - � Tc N (� N • � :' 950.1 � !7�' ASH12 ,� j 0� � 23'�0 �� M I : ASH12 D� _22�83_ -- -- �� 958.9 I p� I o 6'(: p MAP2J ' :'�""� � i 949.7:' 953J o : j \\ i �ri I ��t./t,s�/ C/� 949.4 TREEtB ASHS �`. � : � �i : � �3 � 950.4 ��g ' 957.9; � �I � � � I x, �,`' � ASH18 �ts.. ` ASH15: � f 7 5' �,2� ; �'� cD E �� DRIVEWAY.......... � � O t4x �p �.lt�'''•� .�O TC8� I t � I � '��.� 952 5 s�1 � O ASH12:`��^` 60. nj � 960.1 /,.b, I 954.1 a4 M A P 2 p'J • � \ ASH12 O I tfl� '••...�.. MAP2� .� I ~ \ � . � ........96p.... �./ l0 � 5 j � �� , � I 4 '� � L . - . - . - . .� - - - - - - - � - - -'•• J �948.5 X 9'49.5 < - I � '•. 960.5 TC9J 949.5 -- �7 �x I� 1 S 9./9 � \ S89°55'41"W ` � � .96p \ �BENCHMARK � ��j ,, ��' TNH-983.20 '� � 960.2 yYVO NOTES �- �. y�b.� - HOUSE ELEVATIONS SET BY OWNER. - HOUSE PLACEMENT SET BY OWNER. - THIS IS A CUSTOM GRADED LOT. �XOF BLOCK 81.1 - FIELD SURVEY CONDUCTED ON NOVEMBER 20TH, 2013. GARAGE FLOOR�980.5 - BEARING'S SHOWN ARE ON ASSUMED DATUM. - CONTRACTOR TO VERIFY HOUSE DIMENSIONS, PROPOSED ELEVATIONS AREA CALCULATIONS AND SEWER AND BASEMENT DEPTHS. - FINISHED GRADE 10 FEET FROM PROPOSED BUILDING GARAGE FLOOR = 961.0 TOTAL LOT = f40,389 sq. ft. SHALL BE 0.5 FEET LOWER THAN THE FINISHED GRADE TOP OF BLOCK = 961.2 Proposed House = f3,890 Sq. Ft. AT THE BUILDING. LOWEST FLOOR = 951.5 Proposed Porch = f337 Sq. Ft. - FINISHED GRADE ELEVATIONS ARE TO FINISHED Proposed Driveway = t2,294 Sq. Ft. SURFACE WITH TURF ESTABLISHMENT. - DRIVEWAYS ARE SHOWN FOR GRAPHIC Proposed Rear Porch = f237 Sq. Ft. PURPOSES ONLY. FINAL DRIVEWAY DESIGN AND Proposed Deck = f357 Sq. Ft. LOCATION TO BE DETERMINED BY CONTRACTOR I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the lows of the State of Minnesota. ACRE LAND SURVEYING � � ..�_ ... � JOB#13792HS Blaine, MN 55449 r III Revised: 1-20-14 (ret wall) 763'236-6278 js.acrelandsurveyC�gmail.com JO HUA P. SCHNEIDER Date: �-�6-14 Reg. No. 44655 � �Z �3 �< �5 �6 n �e �9 ��o �� 2 ��3 n4 ��5 ��6 �� e ��9 ao C�\Lnnd Pro lects 2006\13792bs-Creekside In Drono\dwo\13792hs,dwo 1/20/2014 10�37�12 AM CST . � ER � � T'� • DENOTES IRON MONUMENT FOUND � . , AT E F RV EY �� DENOTES EXISTING TREE TO BE REMOVED - � � � FOR� Ci-iARLES CUDD DENOVO, LLC s0 DENOTES SANITARY SEWER MANHOLE ADDRESS� 105 CREEK RIDGE PASS, ORONO, MN ❑ DENOTES CATCH BASIN � 023 DENOTES PROPOSED ELEVATION �o��.2 DENOTES EXISTING ELEVATION LEGAL DESCRIPTION � DENOTES DIRECTION OF DRAINAGE � DENOTES METAL SPIKE Lot 1, Block 1, CREEKSIDE IN ORONO, -X- DENOTES EXISTING FENCE t� :� /_� � i � �- �_A.�' ,��,: � � � � � � .. � � , , ,, � � \. �� N -"' N -'� V. va IV N f\i ,�d - ° �i ' �\ - �� N O � Vl �\i W 1-` W ---� \3i -• fi� -� �D --� N !V N iU G`. N O� N -�.. -F' G� -� -� U•: -' " - C`'� -•' , � 0 p o p 6 0 O 9 • � 9 0 • � • a V p • O 6 0 • • A O O O • D a " • � " r ,.�, � ��r x v-� a� v, �r :s� o �� m u, � � cc o�, -. w � rn v, .� w c� o --� o -� o v^, o � � '�r 'v! �.hi CJ a; rJ' ^ _� O \"i �;; ,, �� -• �r .. -_ �, _ ,, �,.:� n, _. __- 'r -.i O O '; J� v Q - ..�., •...g�o,.... ... ASH 18 \ �'i�� `V� .� ��r �'• � •.'•\ S! � 1�. � �� `• � �� \ �r` \ � �' 949.1 i 950 nso.o 2� �� ss2 i ��' \ cJ 948.5 � � I .. X /�g52 su.'... .... • 949.0 Y ASH�0 • . 6 �� 948.2 ...........•'� ' � ,i I TREE8 � �� ..95�� ,� �.,52.2 ort , 9 MaP2 � ��c�0 � �� S4 \ - � ga, , �.:�' 50. 53. 57. � I�� 2.g332.1 1 ,.•' �.. "' 61. I . ^ �'83. ASH 20 c�i `9 Y! ! I °' 1$� �s.h 2.06 I . MAP2 SA. ,. � I � I •'' f�- 2.33 � � i.. .... �� OO I I N e3 2.�0 �qs 954.0 � � O� a I 6' TC � 1 1.00 . 953.9 � I 949.4 X 949.2:'� • � I � 955.6 I Q NORTH I TREE12 ' 50 ASH 24 '33 I \ tD � � I n � ��. � � I..L � 30 949.2� � � � ;s�s �' p 953.4 ' 'I 1 I • BASS10 I 'S� x � I � 956.1 � W I949.3 --�'°,*r--�7�.3------ N <o � � _ � MAP2 0� (� TREE70 C� 950.8 . Y 5.50 h B o, ••U O I � TREE15 w � � p�� O I - � V ( IN FEET ) I � TREEis ? s�'�� , ,�`' $ 3 .'�M 4 c° � 0 � � � 1 inch = 30 ft. � anssi o N 5 0 a ��o� I � I � I 949.2 954.8 ASSf1 I� TREE10 ASH13 r \ I �ac'�' W 1 83 r 957.1 :` J .�: 24.00 �9s I � ' � 952.6 W `� �949.8 TREE8 � s TREE1� � 958.8 � I � 3 I r"'�t OPL10 Iv . �9_�,Ic : � MAP2 N W 0 I 949.2 �X�'�'� �_; 953.OX � I:o � n/0yY{6� GARAGE�': 4.0 n, � f� N � N 9 ^ � 4�.0'- �- 0 9C6.7 I LJL ---- Ex�ST�NG� GR A(�E C' I r�950.1 � !7�' ASH1 2 � i� 0� � 23i00 I 1� � V �4 6f�� L�J �'WIJ��tO r ASH12 � _22�83_ _--- ^� q a . 1 o � 0 6?�.0 �76. � MP11 N 4tiU�(,. F�.CX�IZ.- � 949.7�.. 953.7 �t� I �I � 1 � �6�� 1G.v�JE �K�ST/�� 949.4 TREE18 ASHB i � � i 950.4 � 957.9; � �I - � X�� ASH18 ASH15: � t7b� � M AiN Le uEL F(_oati I � . � c(D� � DRIVEWAY.......... ....5� I t0 � .p � t4S � '� �0 �958� ,�L�-0�� A�� fxrst�Nr� 6�Tt�DE � o ASH12':`t.!'�.r� O ��o� ,,,'��`�''� b Tc 6�. N 960.1 0� � \ � 954.1 � MAP2 ASH12 , O �� \ I tOS� ••....I.........96 MAP2� :f� � �• Q ., r 5 I � ��` ' �� _ - . - . - - - . - . - .1 - _ � `•., J 949.5 'n 948.5 X 9�49.5 �= I �- � •. 960.5 9C9J � \X .. �� 1_S 9:'/9 S89�55'41"W ' � � 960' \ _BENCHMARK � �h ,.. ��' TNH�983.20 '� � 960.2 yYUp NOTES �- 956.� - HOUSE ELEVATIONS SET BY OWNER. - HOUSE PLACEMENT SET BY OWNER. - THIS IS A CUSTOM GRADED LOT. TOP OF B OCKu 81.1 - FIELD SURVEY CONDUCTED ON NOVEMBER 20TH, ZO'I3. GARAGE FLOOR�980.5 - BEARING'S SHOWN ARE ON ASSUMED DATUM. - CONTRACTOR TO VERIFY HOUSE DIMENSIONS, PROPOSED ELEVATIONS AREA CALCULATIONS AND SEWER AND BASEMENT DEPTHS. - FINISHED GRADE 10 FEET FROM PROPOSED BUILDING GARAGE FLOOR = 961.0 TOTAL LOT = f40,389 sq. ft. SHALL BE 0.5 FEET LOWER THAN THE FINISHED GRADE TOP OF BLOCK = 961.2 Proposed House = f3,890 Sq. Ft. AT THE BUILDING. LOWEST FLOOR = 951.5 Proposed Porch = t337 Sq. Ft. - FINISHED GRADE ELEVATIONS ARE TO FINISHED Proposed Driveway = f2,294 Sq. Ft. SURFACE WITH TURF ESTABLISHMENT. , - DRIVEWAYS ARE SHOWN FOR GRAPHIC Proposed Rear Porch = t237 Sq. Ft. PURPOSES ONLY. FINAL DRIVEWAY DESIGN AND Proposed Deck = f357 Sq. Ft. LOCATION TO BE DETERMINED BY CONTRACTOR I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the lows of the State of Minnesota. JOB#13792HS ACRE LAND SURVEYING ; : .,. � Revised: 1-22-14 (street name) �� MN � �� III Revised: 1-20-14 (ret wall) 763'238-6278 js.acrelandsurvey�gmail.com JO HUA P. SCHNEIDER Date: 1-16-14 Reg. No. 44655 � �Z �3 �< �5 �6 �� 8 �9 ��o �� 2 ��3 ��4 ,�5 ,�6 ,�� ,�8 ,�g �a C�\Lnnd Pro lects 2008\13792bs-Creekside In ❑rono\dwo\13792hs,dwo 1/22/2014 9�2925 AM CST