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HomeMy WebLinkAbout2018-00392 - addn/remodel/repair • CITY OF ORONO I I,III IIIA I I III II 11 111 1111 TIE * 20 1 8 - 00392 * 2750 KELLEY PARKWAY DATE ISSUED: 04/24/2018 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2250 LONGVIEW CIR PIN : 03-117-23-22-0008 LEGAL DESC : LONGVIEW : LOT 004 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 100,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,ELECTRICAL(STATE) INTERIOR REMODEL APPLICANT PERMIT FEE SCHEDULE 1,109.92 STATE SURCHARGE(VALUATION) 50.00 GRITTNER,SHERYL&TIMOTHY TOTAL 1,159.92 2250 LONGVIEW CIRCLE Payment(s) LONG LAKE,MN 55356- CREDIT CARD 3603 1,159.92 OWNER GRITTNER, SHERYL&TIMOTHY 2250 LONGVIEW CIRCLE LONG LAKE,MN 55356- 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 responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause' ,41 i /J Applicant 1rermitee Signature Date Issu- By Signature Date v CITY OF ORONO l BUILDING PERMIT APPLICATION / / 59 9Z FOR NEW STRUCTURES OR ADDITIONS f O A, Mailing Address: Permit number: /3O/e��9 / `VO PO Box 66 Crystal Bay, MN 55323-0066 Date received: .3 -3C-!g Street Address: ./ :e: ee: F c. 2750 Kelley Parkway 7a/, i —5 t�kESH43�'� Orono, MN 55356 �� 0D1 Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: J Job Site Address: -� '5� /n v�' 14-) L irde 0 r 1,1 c /19h Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes El No If yes,a special event permit is required with Police Department and City Council approval 60 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: —�7—' Name: / n-t L7r/7-thee State License# Expiration Date: Phone: (cell) 773-233 2S/ (office) 763- 7y y-SR-5z Mailing Address: 22,57, Z.7-Vvf -' Ci-cue Cit : Oroh a ZIP: Contact Person: —7i�,., Gp' -hc/ Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: 6,.///,,e,741crw,4//, cow, PROPERTY OWNER INFORMATION: c/ Name: %i i-n Gr12h er Phone(day): 76'3 - 233-2G5/ Address: u Se 1./-4.) C.OviAe City: Orate o ZIP: Email and/or Fax G'ei'ddyie r ' A.-,a//. cd.-,-, ARCHITECT/ENGINEER INFORMATION: n / Name: C'tia.c� 5 ��s Care- /Je si , /&i/o L/C Phone(day): G 62 - .1d9- „<-7.f4/ Address: ' 4o r /4/"'K .'e STICity: /4/c ZIP: ...5--5-V/7 Email and/or Fax: �ti w 10 _ Core e,Silk) buil of , het- PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal& Water Supply ❑ New Construction ®Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑ Public Sewer El Accessory Building CI Single Family with ❑ Office/Commercial [' Relocation detached garage gj Residence IN Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may also require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse IZI Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.orq RECEIVED 0 Estimated Construction Valuation (excluding land) /06 "CO , °' MAR 3 0 2018 Last Updated: January 2016 CITY OF ORONO r--a (ke& riet} wl. sc, , e 5 tvtaifeviotl 1 e,f used beaiq /-ze• -FooeArrr� I It ACcl A dr90(2 k <f ckew �j� STRUCTURE INFORMATION: 1.Structure Dimensions 1. Structure Dimensions(continued) a. Length(ft.)= 7S� / Number of bedrooms= 3 2. Occupancy: ��� I / b.Width(ft.)= 5Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= 2 v, c. Basement= /7e° Detached= 4. Type of Construction: d. 1st Story = /goo e. 2nd Story= 5. Code Edition: ZeL S /2/ 6J G f. A Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ CR Building Permit Escrow Agreement and Fees ❑ ❑ Plan Review Fee ® ❑ Completed Application Form 2 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/ x 11 set O 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements O 0 Survey—2 full size,to scale(meeting ALL survey requirements) O 0 Hardcover Calculations O 0 Septic System Certification O 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required O 0 Landscape Walls and/or Retaining Wall Plans O ® Stormwater Pollution Prevention Plan(SWPPP) O ® Access Permit O ® Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$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. Applicant's Signature: �r I d Date: i'34 2e/. Owner's Signature: / _3-0 2018 Date: 3` o - Z o/� Last Updated: January 2016 CITY OF ORONO PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: ZZ--5-0 4 CKG� t/'/ew 0ccl e Permit No.: Z&/ 00 Z... Description Description of work: I/ Date Rec'd: L5/ ?'2//8 Septic review by: e ,(-7[ 49-14� Date Approved: / / 3// Zoning review by: Date Approved: L Building review by: v...---t (J:_7:,_,76, Date Approved: (g/ b' Grading review by: Date Approved: Zoning District: Zoning File#: Reso#: Reso Date: Zoning: Lot Area: SF/AC Width: Lot Coverage: SF % Survey Submitted: 0 Yes 0 No Date of Survey: Revised date(?): Landscape plan submitted? 0 Yes 0 No Landscaper: Proposed Setbacks: Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Defined Height: Peak Height: FFE: FFE minus 6 feet = (Existing Contour) Perimeter(linear feet) = 50% = L.F. below grade Basement? 0 Yes 0 No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— START WITH floor(of the basement or crawl space)and measure from highest existing the highest point of the roof. START WITH grade to the highest point of the roof even if fill was brought in to elevate home. If you have a... SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure (BASED ON windows): Subtract half the distance from highest existing grade to the ROOF TYPE) between the highest point of the roof highest point of the roof. to the low point of the corresponding If you have a... gable or hipped roof SUBTRACTION • GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half windows): Subtract half the distance ROOF TYPE) the distance between the between the top of the highest highest point of the roof to window and the highest point of the the low point of the roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basement/crawl space floor and the the top of the highest EXISTING highest existing grade adjacent to the window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defined building height subtraction. Defined building height EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? ❑ Yes CI No Permit Number: 0 Yes 0 No 0 N/A 0 Yes No 0 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) ❑ Yes D No ❑ Yes D No 1 2 3 4 5 Type(s): Type(s): Fees to be Charged YES NO Permit Plan Review State Surcharge Investigation Fee t/' SAC— Number of SAC Units Other(specify) Square Footage $ per Square Footage Basement X = $ 1St Floor X = $ 2nd Floor X = $ Garage X = $ 05 Estimated Construction Value: $ /42(9)620 Orono Inspections Required Work Requiring Separate Permits ❑ Footing 0 Site O Plumbing 0 Grading/ Filling ❑ Poured Wall 0 Silt Fence/Erosion Control Mechanical 0 Fire ❑ Foundation Survey 0 Hardcover Removal 7 0 Septic 0 Water Connection ❑ Foundation Waterproofing 0 Other(specify) 0 Fireplace 0 Sewer Connection Framing 0 Masonry 0 Lawn Irrigation Insulation 0 Mfg. 0 Landscaping ❑ As-Built Survey 0 Other(specify) Final ❑ Lathe Required State Permits ❑ Other(specify) 0 Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: D See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2015 v•\fnrmc\Han rawiolni ncarlrlict 1 f..901 ri rinry MEMBER REPORT Level,BEAM PASSED '�"' R E 2 piece(s) 3/4"1x 117/8 2.0E Microllam® LVL Omni Logic 11' 4. 4 a • • • • ? 110 ' El lil All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results ovation,,. Allowed Result LDP load:Combination(Pattern) System:Floor Member Reaction(lbs) 5968 @ 4 1/2" 8925(6.00") Passed(67%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(lbs) @ 1'5 7/8" 7897 Passed(55%) 1:00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 13854 @ 5'4 3/8" 17848 Passed(78%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.219 @ 5'5 9/16" 0.342 Passed(L/562) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Dell.(in) 0.305 @ 5'5 9/16" 0.512 Passed(L/404) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'o/c unless detailed otherwise. Bearing Length .cads to Supper(lbs) Supports Total Available Required Dead Total' Accessories 1-Stud wall-SPF 6.00" 6.00" 4.01" 1676 4292 5968 Blocking 2-Stud wall-SPF 6.00" 6.00" 3.48" 1460 3715 5175 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead F1oor'U a •-:%,r,:,,,,,,,s ' Loads Location(Side) width (ago) (La(1) Ceinitients 0-Self Weight(PLF) Oto 11' N/A 12.1 Resi 1-Uniform(PSF) 0 to 7 6"(Top) 20' 15.0 40.0Senbal-Living Area2-Uniform(PSF) 7'6"to 11'(Top) 14'4" 15.0 40.0 Residential-Liv ng Areas Weyerhaeuser Notes 0SUSTAINABLE FORESTRY mITluroE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator " 1. Forte Software Operator Job Notes 3/29/2018 12:40:59 PM Forte v5.3,Design Engine:V7.0.0.5 Jackie Trombley Weekes Forest Products (651)393-2748 jackle.trombley@weekesforest.com Page 1 of 1 Core Design I Build LLC 4805 14th Ave S Minneapolis, MN 55417 Chad Stamps CrP 612.369.5734 ., 4ri,j4ii . 1( 1-11--11-1 I"— 1 r---1 I--; I—......— t----11.-----1 . - - Maater Dloaet KKchenEa0n0 Grittner Project 11'-;° $en Pam^ p... — LH;nGRacq ( 1 2250 Iongview Cir. \ Orono, MN Maate.B .aamjo © t I I Rwbe`fifc t3 fcr +"«c/�� Monter Bath �'li i Com iance City of Orono ) Kitchen •0 10 0 0 J t U t E. Date `/ 3 V i. ry r� Reviewer i • i Main Level FA / Deck ), — Front Entry ji O1OJ �_..—J / Dinino Room r I I _ J L 6] 1R Balh /ammo., ii l BecIRoom M o Lt This plan is the property of Core Design Build LLP and • can only be used for this project alone.Any I 4%555:- unauthorized use,copy or • distribution of this plan or its 1 i 1 1 ideas without the written consent of Core Design Build 23'-3' T'-3" 2'-6" 16'-al" s LLP is prohibited. 49' / c„a4a Existing Main Level Plan � $l-ee �/1 � QS S OK DETECTOR CONNECTED 1 SOUND_ -'' . � DETECTOR ht1DIEt�e"E 1N ------.----___________---.1 - --__� 03.29.18 t�� e- '464./Pyil 62perCOLed / 26' i40alCarbon monoxic d t2ctor Existing Main Level Plan r cm.[ rdwIthin1O ft. of 1/4”=1'-0n Al sleeping rooms. 4. Core Design • Build LLC 4805 14th Ave S Minneapolis, MN 55417 Chad Stamps 612.369.5734 Grittner Project 2250 longview Cir. G4' Orono, MN • k_____—_-_----4-11-----+.---------1--"".--1r-----11--I_ t----- 1 r--t I i Rec.Room Ir/ Bed Room PT Bed Room A3 1 1 4' T 3 C 0 C 3: C-3 r I Baame�e�e.m Full Bath \ This plan is the property of meohameal 11o l ! Core Design Build LLP and Room Bim. can only be used for this project alone.Any unauthorized use,copy or distribution of this plan or its ideas without the written consent of Core Design Build LLP is prohibited. i Existing Basement Plan 16' 1/4"= 1-0" 03.29.18 1 Existing Basement Plan 2 1/4"=1,-0' Core Design Build LLC 4805 14th Ave S Minneapolis, MN 55417 ---4;---- 44, ,t - — . --,_— \�'_a„� Chad Stamps 4' 612.369.5734 /\ \ Mater closer 4 Sun Porch V �1 �� \ Mater 4\ , I live,Room Morn a-s° Grittner Project ,74 / v v 2250 longview Cir. 1 \ Orono, MN 9 6.-11fi 1 � \ .- � j �/ 3,!� ,(15._ _ s. 16,_11, (� �� nnmen Mar Bath \) x v (Z) 2,x10 / ^ Deck ,..r - — rte. I f///^` V Front Entry i niry Dining Room or I — ` 1/3 Bath Mud Room ,p,,,,,E y j 3\\ \r / Mair l'S I Bed Room L fl. 7 This plan is the property of Core Design Build LLP and • _�i can only be used for this project alone.Any unauthorized use,copy or distribution of this plan or its ideas without the written c,raae consent of Core Design Build LLP is prohibited. I Revised Main Level Plan 1/4rr= I-0” 04.14.18 do Main Level Floor Plan Core Design I Build LLC 4805 14th Ave S Minneapolis, MN 55417 Chad Stamps 612.369.5734 Grittner Project 2250 Longview Cir. Orono, MN 1. 2_82 , Bar 8 6 6 / 1 . %%� �� / Rec.Room Bed Room#2 Betl Room p] � 2,_118" �o 5,_8e i � a °.o. 0 °.o. °n. •■ 4.0. o T 10' 1 A g0. 3p• gtaa;�ybeanire..++z.n�ranr mum32.0-12 —- - i ""'" This plan is the property of s'-z4" 39' Core Design Build LLP and % Basment Level can only be used for this % Fell Bath project alone.Any ]d e• 2° unauthorized use,copy or 14 4 fo 1 0 0l iP:--, Blears without the written ibution of this plan r its Home Theater J °JJ 1 Roma""a' consent of Core Design Build 6 4 0 F LLP is prohibited. PM i o 5 Revised Basement Exercise Room . Level 19'-24" / :,_6„ 1/4"= 1'-0" 03.29.18 1 Site Plan A 4 No Scale A4