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HomeMy WebLinkAbout2012-00334 - attached deck CITY OF ORONO * 2 0 1 2 - 0 0 3 3 4 2750 KELLEY PARKWAY DATE ISSUED: 05/18/2012 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS 840 NORTH SHORE DR W PIN 07-117-23-22-0005 LEGAL DESC UNPLATTED 07 117 23 LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE DECK ATTACHED ACTIVITY : 434-RESIDENTIAL VALUATION : $ 4,000.00 NOTE: PLEASE BE AWARE,ANY FUTURE PROJECT WILL REQUIRE AN UPDATED SURVEY. APPLICANT PERMIT FEE SCHEDULE 10-3-.'-'S- 840 NORTH SHORE DR W TT,JIM&JUDY STATE SURCHARGE(VALUATION) 2.00 840 NOR MOUND,MN 55364- TOTAL 105.25 OWNER HATCHETT,JIM&JUDY 840 NORTH SHORE DR W MOUND,MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is esponsible for assuring all required inspections are requested in co ormai#e w0h the State Building Code.This permit may be revok t y ime f9f du cau App c t ee SigKairure Date Issued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. City of Orono � �`� Building Permit Application for New Structures or Additions Mailing Address: Permit number: O�,O�O PO Box 66 Crystal Bay, MN 55323-0066 Date received: Street Address:' Received by: 2750 Kelley Parkway �� Plan review fee: r` �� �/C fF 7 `7 L9kESHOg� Orono, MN 55356 Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us Qtw: This application form must be completed in full and all required information must be submitted. GENERAL INFORMATION: Incomplete applications will be returned. (Please print) �- / Job Site Address: �� ��yjJ �/ �,��' �/�,� s�3�� Will this be a Parade of Homes, Remodelers Showcase Home or other DisplayRome? ❑ Yes No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus servi will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: J/1';" 7_� '— State License# Expiration Date: Phone: n _ (office) (cell) Mailing Address: City: ZIP: Contact Person: Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: PROPERTY OWNER INFORMATION: Name: ��`✓a�r Phone(day): Address: City: ZIP: Email and/or Fax -7-//,l ARCHITECT/ENGINEER INFORMATION: Name: Phone(day): Address: City: ZIP..— Email IP:Email and/or Fax: PROJECT INFORMATION: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& e wConstruction Water Supply ❑ Single Family with ❑ Residencedition attached garage ❑G a e/Accesso Bldcesso Building g Accessory 9 El Public Sewer Accessory g ❑ Single Family with k ❑ Relocation detached garage ❑ O Ice/Commercialrivate Sewer ElOther: (specify) ❑ Multiple Family/Condo ElWarehouse X ❑ Public ❑Storage ❑ Public Water —Any earth movement may require ❑ Commercial ❑Other(specify) MCWD review&permits. ❑ Industrial ivate Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 `� 7 www.minnehahacreek.ora CJ v Estimated Construction Valuation (excluding land) $ Packet Last Updated: 10-20-2011 -20- STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= Number of bedrooms= Wood/Frame // ❑Masonry b.Width(ft.)= (� Number of garage stalls: ❑Metal Attached= ❑Pole Bldg. Areas in square feet Detached= ❑ICF ❑On-site Prefab c. Basement= ❑Off-site Prefab d. 1•Story = ❑Other(please specify): e.2"d Story= 2 320 f. %Story = g.Total Area= J� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ZZ ❑ Permit Application ❑ Proposed Building Plans ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ Survey(meeting all requirements) ❑ Stormwater Pollution Prevention Plan —� Hardcover Calculation(s) ❑ Septic S stem Site Evaluation Report ❑ Access Permit ❑ Wetland Buffer Improvement Plan ❑ Engineered Plans for Retaining Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Other APPLICANT 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 II site Improvements. Applicant's Signature: Date: Packet Last Updated: 10-20-2011 IN -21 - Plan Review heckl! dor e� tructur / Additions Address/'PID!Le al: Description of work: , : - -, I Septic review by: � Date Approved: Zoning review by: Date AP proved: BUHd1n4L review by: Date Approved: `8 Grading review by: Date Approved: Zoning File* _ Resolution#: Resolution Date; Zoning District Fire De artrnentPost Office School District Zoning: Lot Area:. S AC Width: Depth: Survey Submitted: es ® No Date of SuNey: g°d Proposed Setbacks Front, e) ear rest)' ( N S ), ( N S Other Buildits Wetlands SIfe de Building pefined`Height: Building Peak Height: #of Stories Ok?: ® YES Foie A BUILDING MTIJ A(BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB.FOUNDATION: i START WITH the distance between the basement floor/crawl , START the distance between the:slab and the highest`. space floor and the highest roof peak,the top of WITH roof peak,the top of the cornice of woof, ' the cornice of a•flat roof,the deck line c the deck line of a mans ,or the mansard roof,or the uppermost i, on a round uppermost`point round or other arch-type or other arch- roof roof SUBTRACT half the distance n the highest window and SUBTRACT half th istance between the highest window k►i hest roof of a `itched roof hest roof, eak of a itched roof SUBTRACT the dista_ tween the basement floor/crawl ADD . the distance between the slab and the highest; sp, oor and the highest existing grade within existin " rade within the foundation t oundation or,10 feet,whichever is less. EQUALS pefined builitin height EQUALS Defined WIdin hes t Lot Coverage: SF Stwreiandi District Mc—wo Pennit Received Average" Lakeshore Setback Sluff ® Yes o' ® N/A Yes No 0 Yes 0 No 0 Yes No !A . Permit Number Setback: Hardcover hones Existing Pro osed Variance Re¢iWfred CUA Required 0-75' 13 Yes o ® Yes No 75-250'. Type(s): TYPS(S): 250-500' 500-1000, REMARKS (in-house) Updated: .09/11/2009 z'vormsWan review checklist,docx QW45" •-a� YF +FS 1. rS ,,,��d 3. 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As you know I had planned to send this letter to you shortly following our meeting. Unfortunately my workload changed and your letter slipped my mind. I apologize. After discussions with the MCWD regarding their permitting of the activity, a review of the file and of the site, staff feels there is no benefit to processing an after-the-fact CUP. The site is secure from an erosion control perspective and any changes in drainage patterns due to the grading activity do not appear to be significant and have not adversely impacted adjacent properties. The 2005 survey you submitted will serve as the "as-built" condition of the property moving forward, noting only that the covered car port on the front of the home (constructed in 1991) is not shown on the survey. The property is considered compliant from a zoning regulations perspective. I understand that you intend to construct a new deck and/or new detached garage in the near future. Please note that a revised survey reflecting these proposed projects will be required as part of a building permit review. Please feel free to contact me at 952.249.4627 or mcurtis@ci.orono.mn.us with any questions. Thank you for your cooperation. Sincerely, City of Orono a A tfto-ev Melanie Curtis Planning&Zoning Coordinator c: Lyle Oman, Building Official Telephone(952)249-4600 -Fax(952)249-4616 www.ci.orono.mn.us O O CITY of ORONO Municipal Offices A, Street Address: Mailing Address: 2750 Kelley Parkway P.O.Box 66 Orono,MN 55356 Crystal Bay,MN 55323-0066 �`�kEsi;og' May 1, 2012 Jim &Judy Hatchett 840 North Shore Drive W Mound, MN 55364 Re: 840 North Shore Drive W Building Permit Application#2012-00334 The City is in receipt of your building permit application which was received by this office on April 27, 2012. After a cursory review, your application is incomplete. According to a letter sent to you on October 7, 2011 an updated survey would be required for construction of a new deck and/or new detached garage. A copy of the letter is attached. The survey provided with the building permit, is a copy of the 2005 survey. As a result the proposed deck shown is not to scale. Please provide a full-size (to-scale) survey, updated by a Registered Land Surveyor showing the proposed deck and stairs. An updated survey is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson0_)ci.orono.mn.us if you have any questions. Sincerely, CITY OF ORONO hristine Mattson Planning Assistant c Lyle Oman, Building Official enclosure Telephone(952)249-4600•Fax(952)249-4616 www.ci.orono.mn.us Hennepin County GIS - Printable Map Page 1 of 1 _ Interacti e Property Maps } Map l 2 7.1 F . a - l r ` `4� 1"� -'tri.-�• • ' — �.. t_. , ��ti � t .a 3 • �� 11 • 11�R.' ;a^ i' y h,�:/l.. � Y , k,d-41 ip, L� - 77 Ilk Elm Air Parcel 07-117-23-22-0005 A-T-B: Abstract Map Scale: 1"= 100 ft. N ID: Print Date:4/30/2012 Owner Judy K Hatchett Market $513,000 Name: Total: Parcel 840 North Shore Dr W Tax $5,553.22 Address: Orono, MN 55364 Total: (Payable: 2012) Property Residential Sale $255,000 Type: Price: This map is a compilation of data from various sources and is furnished"AS IS"with no Home- Homestead Sale 01/2001 representation or warranty expressed or stead: Date: implied,including fitness of any particular purpose,merchantability,or the accuracy and completeness of the information shown. Parcel 3.35 acres Sale Area: 145,887 sq ft Code: COPYRIGHT©HENNEPIN COUNTY 2012 A Think Green.' http://gis.co.hennepin.mn.us/Property/print/default.aspx?C=449195.93 267715 27,4979044.... 4/30/2012 30 w MALE IN FEET _.-d- = y---------- --- _ -- -_--- ------ - V IxDtxoTEs uoK SEr ! - --w x`L'no 6 ,n,{II ♦i; 70 t +I je f♦ ! ( c ✓ u > s-.7A { • VUT6RU I �F(XMD ( W W•- ' 1 SfN79;01f tSnDCIC�IE II. -1 d I1, ! ! N� I Ki ! / U 04 ff..<..� ♦ {(`-_� ; 1 .1 bb 1 I r ! Qf UE 'a IXVUtFS lA51 IIU)N Y(RN)A{Exr ' gyp Wtr { I^ -.- �- e 1'UWTR wXF � Cm �_•\ !.•: �- -'�-4v -- XXX ,IEV U FXISTMf1 EEEVAT MW --�„ f%XXI INW,1 tX PRCWALDtT,nATKM ( Y.``� __C♦\a, �'• ��r! /tl/f { W lYFal(h W�o(hKyb ,.,f ks4,m T ->hA14nk.RxyR v,iiftNbl� I L� vI���4fY -t 30 A6xgx^�� a..�.Axa w, -c •c- h.Kax . ,1 S.ueR,aMn Firy �' � { ,�,� & � -.."- �R N, ♦1 � Y ( / awl ax. rI A.r e. w�nr m. : Rae re Ou xi �"] Wc�P'c'4� ♦\ '' y �` j q,'i' .__ + 1'^ _ ! 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I e� I- 1 f+�J y tk O ue f'-^ � W �<j� ; ♦ � + 1 -1 eJ'F�R:, 111 \ ___ I � � If -J,— 0�faO .� + ♦ _ `_`�_''___ f ~ � F `N0RTTH SHORE DR4IVE Ja_��% -—- -=zoalo-- v000loot na.94 'F V -, LMWI coswx� ----------------- ---------- i-------------- — — cr_•^ BUILDING DIMCNSION DETAIL 0 7D xl � SCALE 1N CET K "'Ausir M R!Y?t RA;agAat'D RY K 7R yV«JfR R—_� I_s�Nvauo RlpYknn W EAM$�R� • AN. • CERTIFICATE OF SURVEY AND OutY Ht(D lA<,!W{9yo,«xDEA ryE <t xp Y(Yt �. --.,t RECEIVED TOPOGRAPHIC SURVEY FOR RA*E -iw' Rcr xo,ver " ` .f.',:am;",a`.•',mA„N' Jf7t G NG rt -�R JIM&JUDY HATCHETT MAY 08 '}(11 CITY OF ORONO Pro [deck Design Estimate Prepared for: Store Information: JIM HATCHETT 2808- 1705 ANNAPOLIS LANE#2808 840 NORTH SHORE DRIVE ORONO, MN 55364 PLYMOUTH, MN 55441 9524721700 (763) 509-9590 Estimate Created: 06/21/2011 Wo CITY OF ©RLU,10 OU1.613ING PEAMer PI ,h R�,Iv� Days Valid: 14 mtsP�C'� i i (�2 Cr—ik S — DATEIn,r;;,;i iv j. .�.'I Estimate Prepared by: 13iB;t*,,E,i) JOHN 13 !t^7 AFFrtGV 'D«- Sii;vti`t Decks Total Price (pre-tax): $2,136.58 Tho4e; warrn rw .;�., ,. mla,l: %r,shah be 60±s@ in iU5,dart; ti Pro ti ck DesignTM R O 3D View Warning and Important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document Advertencia a instrcciones importantes: Esta no as un plan ni uns estimscOn final del diseilo.EDGENET,INC.no asume ninguna responsibilidad del use o de la solids c orrecto de este programe.Toda Is informacift contenide on este p6gina estA conforme a los firminos an Is negacibn,situads an at extremo de este documento. Copyright*1989-2011 Edgenet,Inc. Page 2 of 19 Doc ID 9515&c1b-ddb7-48ab-b849-a'f0005517d85 B GM T } 3 Pro Deck Design " Plan View t 1 i i I� Warning and Important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. Ali information contained on this page is subject to the term in the disclaimer located at the and of this document Advertencia a instrcciones importantes: Esto no as un plan ni una estimaabn final del disefio.EDGENET,INC.no asume ninguna responsibilidad del use o de Is salida correcto de este programa.Toda Is informadbn contenida on este pigina esti;conforme a los tArminos an la negacabn,situada an el extremo de este documento. Copyright 0 1989-2011 Edgenet,Inc. Page 3 of 19 Doc ID 9515m1 b-ddb?-48cb b849.a1OM517dB5 SICTI Pro Deck Design' FA Dimension View i U JL i 0 _ I i 1 Deck 1 - -- - -- -- —_ -------------- - --- a2 n ___- Warning and Important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no as un plan ni una estimaaGn final del disefio.EDGENET,INC.no asurne ninguna responsibilidad del use o de Is saWa correcto de este programa.Tode la informaci6n amtenida an esta pAgina esta c:onforme a los tOrminos an la negaci6n,situada en el extremo de este documento. Copyright @ 1989-2011 Edgenet,Inc. Page 4 of 19 DW 10 9595=1b-ddp7.4arb-W49-81GM517aes BIGI e, Pro Check Design F�-rla Post view It �Qe� Alt AA lao)e AR in.N tnam� ,nasi Iinaa nnam ��nau bodAsl i m O e o B 8 6 Warning and Important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no as un plan ni una estimacibn final del diseflo.EDGENET,INC.no asume ninguna responsibilidad del use o de la solids correcto do este progroma.Toda to informaci6n contenide on ests pAgina estA conforme a los Mrminos an la negaci6n,situada on at extremo de este documento, Copyright 1989-2011 Edgenet,Inc. Page 5 of 19 Doc ID 8515wlb ddb7.48cb-b849-a1OOS517d85 BIG Pro Deck DesignTM x Joist Layout View MAROG n c 9 a € s 5 ! e- e ! s ! s ! i ! r r n- s ! r r ■ f e e e e Warning and Important Instructions: This is not a final design plan or estimate.EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseho. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina estb conforme a los terminos en la negaci6n,situada en el extremo de este documento. Copyright®1989-2011 Edgenet, Inc. Page 6 of 19 Doc ID 9515eclb-ddb7-48cb-b849-a10005517d85 8 G; 0 TM ' Pro [deck Design 4� y� Railing Details View I I A'I I I I TTT I I I I I I I --rr—T= 0 0 0 0 U U U 3' 0" 225 Railing Style 3 GUARDRAILS 36" MIN. HEIGHT 4" 4" MAX. OPENINGS Warning and Important Instructions: This is not a final design plan or estimate. EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document Advertencia a instrcciones importantes: Esto no es un plan ni una estimacion final del diseno.EDGENET,INC.no asume ninguna responsibilidad del use o de la Salida correcto de este programa.Toda la informacion contenida en esta pagina esti conforme a los terminos en la negacibn,situada en el extremo de este documento. `"—'" `----Copyright®1989-2411 Edgenet,Inc. SPECIAL. NOTE Page 7 of 19 Doc ID 9515ec1b-ddb7-48cb b849-a10005517d85 SEE ATTACHES F1,LiE�= FOR f Z�rk r1 -1 �w CODE REQUIREMENTS GN 1�`11�010 Pro Dec DesignRN Deck Information Deck 1 Construction Method - Beam on Top of Post Footing Type - Pier In-Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 96 in Post Spacing - 7129/32 in Decking - L5/4x6 Treated Southern Pine No. 2 Beams - L2x10 Treated Southern Pine No.2 Joists - L2x10 Treated Southern Pine No.2 Posts - L6x6 .60 Treated Southern Pine No. 2 Deck Height - 96 in Diagonal Bracing - No Joist Overhang - 12 in Beam Overhang - 12 in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 5/4x6 Pref Joist Shoe - 2x10 Pref Beam Size - 2x10 Pref Post Size - 6x6 Stair 1 Step Width - 36 in Step Height - 88 1/2 in Step Rise - 7 3/8 in Step Run - 11 in Stringers - L2x12 Treated Southern Pine No. 2 Risers - L5/4x6 Treated Southern Pine No. 2 Treads - L5/4x6 Treated Southern Pine No.2 Railing 4 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 3 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 2 Warning and Important instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the dhwlairrwer located at the end of this document Advertencia a instrcciones importantes: Esto no as un plan ni una estimaci6n final del disefio.EDGENET,INC.no asume ninguns responsibilidad del use o de la salida correcto de este programe.Tods la informac i6n contenida an este pigina este conforme a los t6rminos an la negaci6n,situada en el extremo de este document). Copyright®1989-2011 Edgenet,Inc. Page 8 of 19 Doc ID 9515w1bddb7.46cbbe49- ioms17d9s TM Yui Piro Check DesignFIN Tin Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 5 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 1 Railing Height - 36 in Baluster Spacing - 3 3/4 in Warning and important instructions: This is not a final design pian or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no as un plan ni una estimaci6n final del disefto.EDGENET,INC.no asume ninguna responsibilidad del use o de to salida correcto de este programa.Toda to infonnaci6n contenida on esta pbgina est6 conforms a los t6nninos an Is negaci6n,situada an al extremo de este documento. Copyright 01989-2011 Edgenet,Inc. Page 9 of 19 Doc ID 8515ec1b-ddb7.4ftb-b849-al0005517d85 SIGH TM Pro Deck Design Sku Usage List Usage Sku Description Qty Baluster 302477 2X2-8 PT#1 WEATHERSHIELD 73 Beam 255781 2X10-12#2 WEATHERSHIELD 2 Beam 255957 2X10-16#2 WEATHERSHIELD 3 Decking 168793 514X6-12 PT PREM-WEATHERSHIELD 44 H Top Rail 167894 514X6-10 PT PREM-WEATHERSHIELD 5 H Top Rail 168768 5/4X6-8 PT PREM-WEATHERSHIELD 6 Joist 255709 2X10-10#2 WEATHERSHIELD 23 Ledger 255957 2X10-16#2 WEATHERSHIELD 2 Post 601021 6X6-8#2 .60 6 Railing Post 256276 4X4-8#2 PT 8 Rim Joist 255709 2X10-10#2 WEATHERSHIELD 2 Rim Joist 255957 2X10-16#2 WEATHERSHIELD 2 Riser 167894 5/4X6-10 PT PREM-WEATHERSHIELD 8 Stair Stringer 155961 2X12-16#2 WEATHERSHIELD 4 Step Tread 167894 5/4X6-10 PT PREM-WEATHERSHIELD 8 Vert Top Rail 124380 2X4-10 PT#2 PRIME-WEATHERSHIELD 5 Vert Top Rail 167929 2X4-8 PT#2 PRIME-WEATHERSHIELD 6 Decking Treated Sotdhern Pine No.2 DeckScrew Green 735003 DECKMATE SCREW, GREEN, 3 IN, 5LB 3 Standard Materials Standard Deck Materials 2x10 Joist Hanger 865889 LUS210Z DOUBLE SHEER HANGER Z-MAX 23 6x6 Post Foot Brkt 669436 ABA66Z 6 6 STANDOFF POST BASE Z-MAX 6 Anchor J-Bolt 6x6 123546 12X5/8"HOT GALV ANCHOR BOLTS 6 Anchor Nut 6x6 886757 HEX NUTS GALV USS 5/8 6 Anchor Washer 887097 CUT WASHER GALV 5/8 6 BItUpBeam Nail 599916 16D5HDG 51-B. BOX OF 16D HDG NAILS 1 Conc Pier In-Gnd 169765 80LB. QUIKRETE CONCRETE MIX 36 Flashing 439398 WHITE GALVANIZED DECK LEDGER 4 Hanger Nails 2x10 462810 N10DHDG 1LB. BOX OF N10DNAILS 4 Warning and important Instructions: This is not a final design plan or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document Advertencia a instrcciones Importantes: Esto no es un plan ni una estimaci6n final del diseho.EDGENET,INC.no asume ninguna responsibilidad del use o de Is salida correcto de este programa.Toda is informati6n contenida en esta pligina estfi conforme a los t8rminos en Is negaci6n,situada en el extremo de este documento. Copyright®1989-2011 Edgenet,Inc. Page 10 of 19 Doc ID e5158c1b-ddb7b849-810005517d85 TM k"M Pro Deck Design in !IER, �10 Usage Sku Description Qty Hurricaine Tie 102924 H2.5AZ HURRICANE TIE Z-MAX 25 Hurricane Tie 247911 1-1/2"HOT GALV JOIST HANGER 1 LB 3 LedgerLok5x50 983965 LEDGERLOK 5"SCREW-50 PK 1 Rail Post-Bolt 6" 927708 CARRIAGE BOLT GALV 1/2 X 6 30 Rail Post-Nut 538892 HEX NUT GALV 1/2 30 Rail Post-Washer 538981 FLAT CUT WASHER GALV 1/2 30 RimJoist Nails 599916 16D5HDG 5LB. BOX OF 16D MDG NAILS 1 Sonotube 12" 314636 121N X 481N TUBE FOR CONCRETE 6 Stair Hanger 208413 LSU26Z 2X6 ADJUSTABLE HANGER Z-MAX 4 Stair Hanger Nails 247911 1-1/2"HOT GALV JOIST HANGER 1 LB 1 Warning and Important Instructions: This is not a final design pian or estimate.EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no as un plan ni una estimact6n final del diseflo.EDGENET,INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda Is Infomtaci6n contenida en esta p6gina este conforme a los t6nninos an Is negaci6n,situada on el extremo de este documento. Copyright®1969-2011 Edgenet,Inc. Page 11 of 19 DOC ID 9516WIb-ddb7.48cb-b849-a10005517dB5 CITY OF ORONO CALLED IN ATE TIME INSPECTION NOTICE SCHEDULED PERMIT NO. -?0/o? '60 3 COMPLETED ADDRESS ?V-O. / ) SA-&Z1L 2 l� OWNER d TELEPHONE NO. &12— 7Q1 CONTRACTOR ` DESCRIPTION `�' ©�� W ❑ FOOTING ❑ PLUMBING FINA ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL ❑ 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 ❑ FOUNDATIOWREMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W C j oilT r r'�y 3( I 0 W cc Q 12 W W cc LU -14ORK SATISFACTORY:PROCEED ElPROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor onsite: Inspector. White CopyMspector's File Canary CopylSite Notice DAT V CITY OF ORONO CAL�N7 TIME-L INSPECTION NOTICE ` �SCHEDULED ?Z Z s PERMITN0.QD'I/o2 -DD 33 4 COMPLETED` " q ADDRESS 8 VOA��U�/9Y-M c�^i6Z I � OWNER J//'►'1 1-rcc"±�=r'�e.�C_ TELEPHONE NO. (bla 791 330` CONTRACTOR o a DESCRIPTION .� �.I� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_,NO y COMMENTS: BLanaea 44- a 0 709 S- -,&P e 1 cj+ o� Q ®A/ Flo M Sit A';%,_c_A Ail 0 ��•.� �� �, Alk —10 W C1 WORK SATISFACTORY:PROCEED ❑`PROJECTTCOMPLETE W CORRECT WORK&PROCEED 11ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site- Inspector. t White Copyllnspector's File Canary Copy/Site Notice CDATE I E/ CITY OF ORONO CALLED IN 1 1 f Z INSPECTION b[O i�E r SCHEDULED PERMIT NO. �O 664 COCrMPL`ETED �f iV4 ADDRESS &4D X1(3 OWNER ',_Tlt�-1 I -R kLk_ TELEPHONE NO. CONTRACTOR DESCRIPTION � C W ❑ FOOTING ❑ PLUMBING FINAL ❑ E)(CAV/GRADING/FILUNG W ❑ 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 ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATIOWREMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS- az aW. oor /hr ot.0 W 7� W Q 2 W W d WU ❑WORK SATISFACTORY:PROCEED 11PROJECT COMPLETE W RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours In advance. (952) 249-4600 Owner/Contractor on site: Inspector. White CopylInspector's File Canary Copy/Site Notice zo:ica—om;o'u om. c r F A r > —r pr Ma rrf 0 I TiZ tA 4k. to 4W* P"o w 2 Ir I m -Ij 03 �z c) r "7 1 '2 - Ar > -.5 mw No C& u wo t; cr C3 (Aj 4'4 4 Z 'J3 Ir tti V) M - ?I A go 0 0 '9 4c AM U3 L Ir t2 Lp lm� 20� -< > in, 9- t2l, > +171 sa :E 8 ts rf] 4r47 -cp Ln �n LIN 1 -ft > g' -c' �:8 z 5. 4;4 5" ti 2 k lao N Hwrs-r wRNER oF ioRT SECTION 7, TG*WW P 117, RANGE 23 NORTHERLY LINE OF SEC71ON 7. 700 SHIP 117. RANGE 23 1 t'�WFSTMY LINE Of- SEC-RON 7 t Ir CA WETLAND jf2 (TYPE 5 PUDE) ,,--AREA OF WETLAND INSIDE PROPERTY 13079-2 SO. FT METLAND 11 (T) 3 PCME) EDGE OF WETLAND AREA OF WEAND INSIDE� i AS DELINEA TED PROPERTY -- 24378 SQ� FT_ CONSERVA 77ON -ONSER VA 77ON 1EASEMENTAREA, EDGE EA EN T AREA 12 e 11-1 1po / I J E 62 4 5c�p BUFFER 'w 091 1!v tot L \5 B1 JIN S44'55'3rW 15.12 N5078*32V- c 8 -9 63 ow V, POND 2EL94 N127804 iV- 950,139� 946A - (9 M) 952,05 (E 950Z ISLAND "33.16 N19IMSTE- t RRtD 9,4727 22.97 N36 E_ ( :95g)- M50 ar. !95g) A kAL 5 a42 4 BY JACOE?Sot�\ .4.952-90 eE Tum ftvo us - - Ed 1414,13 t -Na"X29T (.9501 StWA L4 5 D 02 _41 I' I *29 t f" f N cmu t+RETAINO 0 WALLS s v GMA VEL, I f or oez' I I 42*59*w— NA !2r`0-- I o 22212L -7 4, CI -i- SHED i 8.7 x 8, T 0.0 Ln 60- 911�L.WZ OND - 'A Ell 964, .5j 8-4' 4a 953- Ile sww I 91u2p K 9 Eq swv" Ilk TAING1 Z-01 .7 LL Xv -942 x ch jr,46a 77 4- 93 11 WE-% _N0 -GRMEL_f'� 15b t,6 BU�� ZCV�E 10 fi x M 1 ij sm:t MY 1 141 (14 0 12-5)- IT 4./ '`\_DRA06GE �FLASGED) S432el 5. 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RANGE 23 1 t'�WFSTMY LINE Of- SEC-RON 7 t Ir CA WETLAND jf2 (TYPE 5 PUDE) ,,--AREA OF WETLAND INSIDE PROPERTY 13079-2 SO. FT METLAND 11 (T) 3 PCME) EDGE OF WETLAND AREA OF WEAND INSIDE� i AS DELINEA TED PROPERTY -- 24378 SQ� FT_ CONSERVA 77ON -ONSER VA 77ON 1EASEMENTAREA, EDGE EA EN T AREA 12 e 11-1 1po / I J E 62 4 5c�p BUFFER 'w 091 1!v tot L \5 B1 JIN S44'55'3rW 15.12 N5078*32V- c 8 -9 63 ow V, POND 2EL94 N127804 iV- 950,139� 946A - (9 M) 952,05 (E 950Z ISLAND "33.16 N19IMSTE- t RRtD 9,4727 22.97 N36 E_ ( :95g)- M50 ar. !95g) A kAL 5 a42 4 BY JACOE?Sot�\ .4.952-90 eE Tum ftvo us - - Ed 1414,13 t -Na"X29T (.9501 StWA L4 5 D 02 _41 I' I *29 t f" f N cmu t+RETAINO 0 WALLS s v GMA VEL, I f or oez' I I 42*59*w— NA !2r`0-- I o 22212L -7 4, CI -i- SHED i 8.7 x 8, T 0.0 Ln 60- 911�L.WZ OND - 'A Ell 964, .5j 8-4' 4a 953- Ile sww I 91u2p K 9 Eq swv" Ilk TAING1 Z-01 .7 LL Xv -942 x ch jr,46a 77 4- 93 11 WE-% _N0 -GRMEL_f'� 15b t,6 BU�� ZCV�E 10 fi x M 1 ij sm:t MY 1 141 (14 0 12-5)- IT 4./ '`\_DRA06GE �FLASGED) S432el 5. S7656 !7AI V I ­�_ ''- % j RIGHT OF WAY— III t X. - "w 946.fl 24"' CMP 955.07 INV. 24" RCP 954�42— BECINN)NG OF FENCE CORNER OF FENCE O.N--,' 24 CUL VERT PROPER TY CORNER v-(0�6' NORTH OF PROPERTY LINE) 0 < WEST QUARTER CORNER 0 _n CD m 0 co SEC-77ON 7. TOWNSHIP 117, RANCE 23 EAST -WEST QUAR7ER LINE OF SEC77ON Zoi :7 SE[� T1 0 cm M TOMSHIP 117, RANCE 23 Z 91 f 00 C/1 cp