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Home My WebLink About2014-01131 - addn/remodel/repair ZMEMMIERM CITY OF ORONO * 2 0 1 4 - 0 1 1 3 1 2750 KELLEY PARKWAY DATE ISSUED: 12/14/2014 ORONO, MN 55356- 952) 249-4600 FAX: (952) 249-4616 ADDRESS 1015 TONKAWA RD PIN 08-117-23-24-0002 LEGAL DESC CARLWOOD LOT 001 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 1,056.75 OSLO BUILDERS STATE SURCHARGE(VALUATION) 50.00 6844 POINT DRIVE Payment(s) TOTAL 1,106.75 EDINA, MN 55424- ts) Minnesota State License#: BUIL-637407 CHECK 12494 1,106.75 City of uronu 2750 Kelley Parkway Orono MN 55356 952-249-4600 OWNER Receipt No: 3.012447 Dec 11, 2014 PARTEN, MARK&JULIE Oslo Builders, LLC 1015 TONKAWA RD Previous Balance: .00 LONG LAKE, MN 55356- Permits 2014-01131 1015 Tonkawa 1,056.75 Rd 101-32510 Building Permits AGREEMENT AND SWORN STATEMENT Permits 2014-01131 1015 Tonkawa 50.00 The work for which this permit is issued shall be performed according to Rd the approved plans and specifications,applicable City approvals,and the 101-20802 State Building Code. This permit is for only the work described and does Due to govts-State --------------- not grant permission for additional or related work which requires separate Total: 1,106.75 permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will Check expire and become null and void if construction authorized is not Check No: 12494 1,106.75 commenced within 180 days of the date of issuance,or if construction is Payor': suspended for a period of 180 days at any time after work has commenced. Oslo Builders, LLC The applicant is responsible for assuring all required inspections are Total Applied: 1,106_75 requested in conformance with the State Building Code.This permit may be Change Tendered: .00 revoked any time for due cause. 1 A , 12/11/2014 12:54PM ty l mi, Q r l� / I( / d Applichfit Permitee Signature Date Issued By Signdiure Date City of Orono Building Permit Application for Maintenance / Replacement / Renovation (No structural expansion. Only windows, doors, siding, re-roof, etc.) OA, Mailing Address: Permit number: t YO PO Box 66 Crystal Bay, MN 55323-0066 Date received: 40-07—/ Street Address: Received by: 2750 Kelley Parkway Plan review fee: (� Orono, MN 55356 l�kEsHo Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be s mitted. Incomplete applications will be returned. (Please print) 07 / GENERAL INFORMATION: Job Site Address: \ C) 7O ny-,a W C^ R U J Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? El Yes TSo ff 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: Name: i l State License# 16 C_ Expiration Date: Lead Certification Number: _ R-r- Expiration Date: 7 j -( � 15- (for work on homes that were nstructed prior to 1978 Phone: (cell) —a a - (office) 62 3 _ 3 a(p Mailing Address: Co LA LA City: i ,A Co\ ZIP: --5 3 Contact Person: McAAA- Applicant is: on�ractor / Homeowner (circle one) Email and/or Fax: c� �J O5\�bN�\clefs . Lpr� PROPERTY OWNER INFORMATION: Name: Ckr `- \' PP C�e►„ Phone (day): I a —9 C -7 Address: l fh \ `S Trip�c1AIA.)C-- V-4C� City: G rcn \ cd ZIP: Email and/or Fax: PROJECT INFORMATION: Overall project description:_' VV\ �vlty \' 2� \Uc`r. Type of Project: Any earth movement may also require ❑ Door(s) &Remodel ❑ Fire Damage MCWD review&permits: ❑Re-roof,asphalt ❑ Repair ❑Storm Damage Minnehaha Creek Watershed District(MCWD) 18202 Minnetonka Blvd ❑Re-roof, cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391 ❑ Re-roof, other(specify) ❑Siding ❑Other: (specify) Phone: 952-471-0590 Fax: 952-471-0682 �Window(s) www.minnehahacreek.org Estimated Construction Valuation of Project(excluding land) $ too/ 060100 APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Some or all of the information that you are asked to provide on this application is classified by State law as either private confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the e Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpos intended use of this information is to annually update our records and records of other governmental agencies required by you refuse to supply the i ormatio ,thellappliqation may not be issued. Applicant's Signature: Date: Z Owner's Signature: Date: Last Updated:03/06/2013 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address/Permit Number: /01 S 7'0NK-4&-v Description of work: )'>'LD��Z. Septic review by: .4[f A Date Approved: Zoning review by: ArIA Date Approved: Building review by: Date Approved: /0-2-J V Grading review by: /y/✓-1 Date Approved: Z ning District: Zoning File#: Reso#: Reso Date: Zon : Lot Area: SF/AC Width: Lot Coverage: SF Survey mitted: 0 Yes 0 No Date of Survey: Revised date(?): Proposed Se acks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Bull di s Wetland Side Side Defined Height: Peak Height: FFE: FFE minus 6 f et= (Existing Contour) Perimeter(linear feet) = 50% = #of Stories Ok? DYES FOR A BUILDING WITH A BASEMENT OR CRA SPACE: The distance between a lowest FOR A BU ING ON A SLAB FOUNDATION: START WITH proposed floor(of the ba ment or crawl space)and the highest poi f the roof. The distance between the top of slab and START WITH the highest point of the roof. If you have a... If you have a... • GABLE OR HIPPED RO\poi . GABLE OR HIPPED ROOF(no windows): Subtract half windows): Subtract half the distance distance between the higbetween the highest point of the roo of the roof to the low poito the low point of the corresponding SUBTRACTION corresponding gable or hipped roof SUBTRACTION 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 thbetween the top of the highest highest window and the hig t window and the highest point of the point of the roof roof • ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF ES(flat, mansard,etc):No subtraction. mansard,etc):Nos traction. ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance een the (BASED ON and the highest existing grade adjacent to (BASED ON EXISTING basemenUcrawl spa floor and the EXISTING the foundation. GRADES) highest existing g de adjacent to the RADES foundation OR feet(whichever is less). UALS Defined building height EQUALS Defined 7 ng height Shoreland District MCWD Permit Received Average Lakeshore Set§gck Met? Bluff D Yes D D Yes D No D Yes D No 0 N/A 0 Yes 0 No N DIV Permit Number: Setback: Stormwater Qjtality Existing Proposed Variance Required CUP Reed Overlay District Tier Hardcover Hardcover 0 Yes 0 No 0 Yes D No Type(s): Type(s): Updated: January 2013 /U o GH �G e v:\forms\plan review checklist 2013.docx REMARKS (in-house): Fees to be Charged YES NO 17111 a Plan Review Investigation Fee .+.e., Other(specify) Square Footage $per Square Footage Basement X = $ Ist Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ 29— Orono Inspections Required Work Requiring Separate Permits Required State Permits 0 SitePI mbing 0 Grading/Filling 0 Well 0 Hardcover Removal Wlechanical 0 Fire Electrical 0 Footing 0 Septic 0 Water Connection 0 Poured Wall O Fireplace 0 Sewer Connection 0 Foundation Survey 0 Masonry 0 Lawn Irrigation 0 Radon Rock Bed 0 Mfg. Arframing 0 Other(specify) insulation 0 As-Built Survey J3"Final 0 Wetland Buffer 0 Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access: Existing: 0 YES 0 NO New: 0 YES 0 NO OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED Updated: January 2013 v:\forms\plan review checklist 2013.docx 4 FO R T E ' 708 SUMMARY REPORT 080614.3_Oslo_Pad.4te ORGKO Copy - 01:MADI Level Member Name Resuks Current Solution Comments DINING FRENCH Passed 2 Piece(s)13/4"x 16'2.0E Microllam®LVL LMNG WINDOWS Passed 2 Piece(s)13/4"x 9 1/2"2.0E Microllam®LVL LEFT FLUSH BEAM Passed 2 Piece(s)13/4"x 117/8"2.0E Microllam®LVL BOTTOM BEAM Passed 3 Piece(s)13/4"x 18"2.0E Microllam®LVL RIGHT BEAM I Passed 12 Piece(s)13/4'x 18"2.0E Microllam@ LVL -- -- Forte Software Operator Job Notes 8/6/2014 3:48:03 PM� Kyle Mir zer 080614.3 Forte v4.5,Design Engine:V6.1.1.5 Shaw Stewart Lumber Co. OSLO BUILDERS 080614.3 Oslo Part.4te ,612j 238-4204 PARTEN REMODEL kmihtzerr?ashawstewartiumberco.corn Page 1 of 6 i I it F 0 R T E . MEMBER REPORT MAIN Level, DINING FRENCH PASSED 2 piece(s) 13/4" x 16" 2.0E Microllam® LVL Overall Length: 12 6 0 0 0 1200 Ir0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are hodzontal.;Drawing is Conceptual Design Resuks Act+ul 0 Location Allowed Result LDF toad:Combination(Mattern) System:Wall Member Reaction(lbs) 4883 @ 12 4 8 7613(3.00") Passed(64%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(lbs) 4282 @ 10 110 12236 Passed(35%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-lbs) 16731 @ 7 7 0 35781 Passed(47%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBc Live Load Defl.(in) 0.116 @ 6 5 13 0.408 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.204 @ 6 5 12 0.613 Passed(L/722) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Bracing(W):All compression edges(top and bottom)must be braced at 117 7 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Boni Y Loads to Supports(lbs) SIIppOl1CS Total Avadabla Raquirad Dead Floor LI" Snow Total Aceoaaories 1-Trimmer-SPF 3.00" 3.00" 1.50" 1619 1750 1032 4401 None 2-Trimmer-SPF 3.00" 3.00" 1.92" 2113 1750 1943 5806 None Tributary Dead Roar Live Snow Loads Locution Width (0-90) (1.00) (1.15) Comments 1-Uniform(PSF) 0 0 0 to 12 6 0 700 12.0 40.0 - FLOOR 2-Uniform(PLF) 0 0 0 to 12 6 0 N/A 70.0 WALL 3-Point(lb) 770 N/A 1211 2231 TRIMMER 4-Paint(Ib) 9 9 0 N/A 403 744 TRIMMER Weyerttaeuser NODS SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �l Weyerhaeuser e)Vressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this 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 Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support Information have been provided by JEFF H Forte Software Operator Job Notes 8/6/2014 3:48:03 PM Kyle Mill zer 08061 4.3 Forte v4.5, Design Engine:V6.1 A.5 Shaw Stewart Lumber Co. OSLO BUILDERS 080614.3_Oslo__Part.4te i612j 238-4204 PARTEN REMODEL kinifit7erc@rshawstewarl,lumberco.com Page 2 of 6 2 F 0 R T E MEMBER REPORT MAIN Level, LIVING WINDOWS 2 piece(s) 13/4" x 9 1/2" 2.0E Microllam@ LVL Overall Length: 15 0 0 0 0 480 480 480 qq 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Acdral m Location ANowed Result LDF Load:comwnanon(pattern) System:wan Member Reaction(lbs) 5988 @ 5 0 8 7613(3.00") Passed(79%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Header Shear(lbs) 2216 @ 41 8 7265 Passed(30%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residel�rtial Moment(Ft-lbs) -2740 @ 5 0 8 13541 Passed(20%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC Live Load Defl.(in) 0.019 @ 12 6 8 0.164 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology cIASD Total Load Defl.(in) 0.028 @ 2 5 4 0.246 Passed(L/999+) - 1.0 D+1.0 S(AR Spans) •Deflection criteria:LL(L/360)and n(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 15 0 0 o/c unless detailed otherwise.Proper attadhment and positioning of lateral bracing is required to achieve member stability. Beating Loads to supports(lbs) supports Total Available Required tad Snow Trial Accessories 1-Trimmer-SPF 3.00" 3.00" 1.50" 804 1531 2335 None 2-Trimmer-SPF 3.00' 3.0D' 2.36" 2080 3908 5988 None 3-Trimmer-SPF 3.00" 3.00" 2.36" 2080 3908 5988 None 4-Trimmer-SPF 3.00" 3.00" 1.50' 804 1531 2335 None Tributary Dead Snow Loads Location VAdt h 0.90 1.15 Comments 1-Uniform(PSF) 0 0 0 to 15 0 0 1990 19.0 35.0 ROOF Weyerhaeuser Notes IIS)SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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 Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The pmduct application,Input design Ioads,dimensions and support information have been provided by JEFF H Forte Software Operator Job Notes 8/6!2014 3:48:00 PM KyleMlB2er080614.3 Forte v4.5, Design Engine:V6.,1.1.5 Shaw Stewart Lumber Co. OSLO BUILDERS 080614.3 Oslo Pa'rt.4te 1612!238-4204 PARTEN REMODEL kmilitzerashawstewaniumberco.com Page Of 6 2FORTEMEMBER REPORT MAIN Level, LEFT FLUSH BEAM PASSED 2 piece(s) 13/4" x 117/8" 2.0E Microllam® LVL Overall Length: 14 3 0 0 0 1380 � 4 I a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;DraMng is Conceptual Design Resullb Actual 0 Lotion ANowed Result LDF Lad:Combination(Pastern) System:Floor Member Reaction(lbs) 2385 @ 0 3 8 3938(1.50") Passed(61%) -- 1.0 D+0.75 L+0.75 S(AIL Spans) Member Type:Rush Beam Shear(lbs) 2043 @ 13 6 9081 Passed(220/6) 1.15 1.0 D+0.75 L+0.75 S(AIL Spans) Building Use:Residential Moment(Ft-lbs) 8224 @ 7 2 4 20525 Passed(40%) 1.15 1.0 D+0.75 L+0.75 S(AIL Spans) Building Code:IBC Live Load Defl.(in) 0.119 @ 7 2 4 0.345 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(AIL Spans) Design Methodology:ASD Total Load Defl.(in) 0.311 @ 7 2 4 0.690 Passed(L/532) -- 1.0 D+0.75 L+0.75 S(AIL Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(W):All compression edges(top and bottom)must be braced at 13 118 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(lbs) Supports Trial Available Requxed Dead erthe Snow Trial Accessories 1-Hanger on 117/8"LVL beam 3.50" Hanger' 1.50" 1535 383 8802798 See note 2-Stud wall-SPF 3.50" 3.50" 1.64" 1511 377 865 2753 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Trial Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional Information and/or requirements. Connector.Simpson Strong-Me Connectors support Modal Sest Length Tap Naik Fane Nails Member Nai4 Accessories 1-Face Mount Hanger HHUS410 3.00" N/A 30-16d common I 10-16d double shear Tributary Deed Flea tore Snow Loads Location width (0-910) (1.00) (1.15) comrtwrts 1-Uniform(PSF) 0 0 0 to 14 3 0 1 4 0 12.0 40.0 Residential-Living Areas 2-Uniform(PLF) 0 0 0 to 14 3 0 N/A 120.0 - WALLS 3-Uniform(PSF) 0 0 0 to 14 3 0 360 19.0 35.0 ROOF Weyerhaeuser Notes IA SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this 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.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by JEFF H Forte Software Operator Job Notes —� 8/6/2014 3:48:03 PM -- Forte V4.5, Design Engine:V6.1.1.5 Kyle Militzer 080614.3 Shaw Stewart Lumber Co. OSLO BUILDERS 080614.3 Oslo Part.4te 1612)238-4204 PARTEN REMODEL kmilitzertla shawstewartlumberco.corn Page 4 of 6 i Sl F 0 R T E MEMBER REPORT MAIN Level, BOTTOM BEAM PASSED 3 piece(s) 13/4" x 18" 2.0E Microllam@ LVL Overall Length: 18 4 0 0 0 1790 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi Restdts Acura)0 L-cats. ABmwed Result LDF Load:combination(Pattern) System:Floor Member Reaction(lbs) 8090 @ 18 0 8 8090(2.05") Passed(100°/x) — 1.0 D+1.0 L(All Spans) Member Type:Rush Beam Shear(lbs) 7740 @ 19 8 17955 Passed(43%x) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 38220 @ 8 7 2 58130 Passed(66%x) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.310 @ 9 013 0.447 Passed(L/692) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.481 @ 8 1113 0.894 Passed(L/446) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(1./240). •Bracing(Lu):All compression edges(tap and bottom)must be braced at 10 10 5 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to supports(lbs) supper Total Available Requited Dead Flo a Snow Total Accessories I-Column-SPF 3.50" 3.50" 2.44" 3516 5758 679 9953 Blocking 2-Hanger on 18"LVL beam 3.50" Hanger' 2.05" 2707 5625 201 8533 See note' •Blocking Panels are assumed to carry no loads applied directly above them and the full triad is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional Information and/or requirements. Connector.Simpsort Strom -Tie Connectors support NO" seat Lengtlr Top nails Face Nags Me *ar Nails Aconeories 2-Face Mount Hanger HGUS5.50/14 4.00" N/A 66-164 common 22-16d double shear Tributary Deed Floor Live snow Loads Location Width (ago) (1.00) (1.15]1 Comments 1-Uniform(PSF) 0 0 0 to 18 4 0 1500 12.D 40,0 Residential-Living Areas 2-Uniform(PLF) 0 0 0 to 18 4 0 N/A 50.0 - - WALLS Linked from:LEFT 3-Point(Ib) 430 N/A 1535 383 880 FLUSH BEAM,Support We) ..r, a••■ 1 aeVse�NQS (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this 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 projecL Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,Input design loads,dimensions and support Information have been provided by JEFF H Forte Software Operator Job Notes 8/6/2014 3:48:03 PM -- ue — ----- Kyle Militzer 080614.3 Forte v4.5, Design Engine:V6.1.1.5 Shaw'Stewart Lumber Co. OSLO BUILDERS 080614.3_OsIO_Part.4fe i612i 238-4204 PARTEN REMODEL kmilitzer@ashawstewartlumberco.com Page 5 of 6 F O R T E MEMBER REPORT MAIN Level, RIGHT BEAM PASSED 2 piece(s) 13/4" x 18" 2.0E Microllam® LVL • Overall Length: 18 7 0 o Jo ; r 1800 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual o Location Avowed React LoF Load:Combination(Patten) System:Floor Member Reaction(lbs) 7387 @ 0 2 0 8881(3.50") Passed(83%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 7173 @ 19 8 11970 Passed(60%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential Moment(Ft-lbs) 31943 @ 4 8 0 38753 Passed(82%) 1.00 1.0 D+1.0 L(AII Spans) Building Code:IBC Live Load Defl.(in) 0.308 @ 8 4 0 0.456 Passed(L/712) - 1.0 D+1.0 L(AII Spans) Design Methodology:ASD Total Load Defl.(in) 0.503 @ 8 5 3 0.913 Passed(L/435) 1.0 D+1.0 L(All Spans) •Defection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 4 8 4 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. 111-ifi p Loads to Supports(lbs) suPpoft Total Available Required Dead Live Snow Tota) Aceenories 1-Column-SPF 3.50" 3.50" 2.91" 2777 4610 151 7538 Blocking 2-Column-SPF 3.S0" 3.50' 1.50" 1405 1759 50 3214 eloddng •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 Haar Uwe snow - Loads Location Width (ago) (1.00) (1.15) commenift 1-Uniform(PSF) 0 0 0 to 18 7 0 1 0 0 12.D 40.0 Residential-Living Areas 2-Uniform(PLF) 0 0 0 to 18 7 D N/A 50.0 - WALLS Unked from: 3-Point(lb) 480 N/A 2707 5625 201 BOTTOM BEAM, Support 2 Weyerhaeuser Notes Q SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywV.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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 Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support Information have been provided by JEFF H Forte Software Operator Job Notes 8/6/2014 3:48:04 PM ,r Kyle Militzer 080614.3 -- Forte v4.5,Design Engine:V6.1.1.5 Shaw Stewart Lumber Co. OSLO BUILDERS 080614.3__Oslo—Part.4te 1612)238-4204 PARTEN REMODEL kmilitzerashawstewartiumberco.com Page 6 of 6 TIME v� CITY OF ORONO CALLED IN `�` 336 -- INSPECTIOMTI E SCHEDULED .c]C� Cr�•� PERMIT N COMPLETED ADDRESS _ - OWNER TELEPHONE NOU2 - � CONTRACTOR (]SLb WAr DESCRIPTION FOOTING ❑ PLUMBIN FIN ❑ EXCAV/GRADING/FILLING Q�❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS h ❑ 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 v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS:cc [[�� 1Y 4�U r Ir Ade�7 cc 0 QCbr��kc-fh� Prov<n� �ks� .fee,0*-(__Q — z - W z W rc J LU ORKSATISFACTORY.PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Ci BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. 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Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspecto . White Copyllnsp.tor's Flle Canary CopylSlte Notice w _ DATE _ TIME CI OF ORONO CALLED IN INSPECTION N TICE SCHEDULED PERMIT NO. / OMPLETED ADDRESS _ OWNER L PHONE N0.�/3�� i{p� CONTRACTOR DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO h COMMENTS: r`s a Cc O Q. 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