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Home My WebLink About2018-00157 - addn/remodel/repair ' CITY OF ORONO * 2018 - 001S7 * 2750 KELLEY PARKWAY DATE ISSUED: 02/22/2018 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 2380 WATERTOWN RD PIN : 34-118-23-33-0080 LEGAL DESC : UNPLATTED 34 118 23 LOT MB BLOCK MB PERMIT TYPE ADDITION/REMODEL/REPAIR PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE ADDN/REMODEL/REPAIR ACTIVITY 434-RESIDENTIAL VALUATION $ 10,000.00 NOTE: SEPARATE PERMITS REQUIRED: ELECTRICAL(STATE) KITCHEN REMODEL APPLICANT PERMIT FEE SCHEDULE 201.32 PLAN REVIEW 130.86 GAGNE,STEPHEN STATE SURCHARGE(VALUATION) 5.00 2380 WATERTOWN RD LONG LAKE,MN 55356- TOTAL 337.18 Payment(s) CREDIT CARD 9678 337.18 OWNER GAGNE,STEPHEN 2380 WATERTOWN RD 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. icant rm'ee Signature Date Issued By Signature Date City of Orono Building Permit Application for New Structures or Additions Mailing Address: Permit number: �� O�T PO Box 66 1 VO Crystal Bay, MN 55 23-0066 Date received: Street Address:' Ok—vim. Received by: 2750 yKelley Parkway F 26 Plan review feq tq Orono, MN 55356 I7Q'\' �' fSHo�� 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: Job Site Address: )-3 SO m)! 515-35-6 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 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: Si rph*n 6f p State License# — App"s- Du.,"-fr Expiration Date: Phone: cell 6 I)- a46 S6 J-Y office Mailing Address: s d G c% City: 'k-w o /n.1v ZIP s' 3 16 Contact Person: v-c, Gav,, Applicant is: Contractor / omeow (Circle One) Email and/or Fax: a 0& I tr-e .Gr✓r+^ PROPERTY OWNER INFORMATION: Name: Sbmz G*V<- Phone (day): Address: 0� W e rwr City: d�yyYa ZIP: SS 356 Email and/or Fax 5 AS N- (�' a�u>ti-�„I(, �r•,an , corm ARCHITECT/ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: ARCHITECT/ENGINEER INFORMATION: 111110111"D Name: Phone(day): Fre 13 2018 Address: City: ZIP: Email and/or Fax: CITY OF ORONO PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal& Water Supply ❑ New Construction ElSingle Family with ElAccessory Bldg./Garage ❑Addition attached garage ❑ Deck ,Public Sewer ❑Accessory Building Single Family with ❑ Office/Commercial ❑ RelocationL�/I detached garage esidence El Septic Other: (specify) i1! "n -em Ad'4 ❑ Multiple Family/Condo Retaining Wall(s) (Compliance certificate ❑ Public 4-feet or greater may be required) "Any earth movement may require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse ❑ Public Water Minnehaha Creek Watershed District(MCWD) ❑Other:(specify) ❑ Other(specify) 15320 Minnetonka Blvd;Minnetonka,MN 55345 ,Private Well Phone: 952-471-0590 / Fax: 952-471-0682 www.m innehahacreek.oro Estimated Construction Valuation (excluding land) $ J Packet Last Updated: January 2016 Page 21 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) a. Length(ft.)= Number of bedrooms= 2. Occupancy: b.Width(ft.)= Number of garage stalls: 3. Occupant Load: Areas in square feet Attached = c. Basement= Detached = 4. Type of Construcion: d. 1st Story = e.2nd Story= 5. Code Edition: f. '/2 Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Building Permit Escrow Agreement and Fees ❑ ❑ Plan Review Fee ❑ Completed Application Form ❑ Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set ❑ ❑ Minnesota State Energy Code Calculations and Mechanical Code Requirements ❑ ❑ Survey—2 full size,to scale(meeting ALL survey requirements) ❑ ❑ Hardcover Calculations ❑ ❑ Septic System Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ ❑ Landscape Walls and/or Retaining Wall Plans ❑ ❑ Landscape Plan ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ 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: Date: Owner's Signature: Date: .��i'/� Packet Last Updated: January 2016 Page 22 PLAN REVIEW/�DCOHE/CKL�I/S�T, FOR NEW�f STRUCTURES / ADDITIONS Address: 8® l t/�y�Gd' `f�Cs'Ly f/, (" I Permit No.: Description of work: Date Rec'd: :2_zz 1 ,z Septic review by: Date Approved: Zoning review b 42Date Approved: Building review by: Date Approved: Grading review by: Date Approved: Zoning District: Zoning File M Resolution? Yes Reso M Reso Date: Signed: es No Resolution/NA Zoning: Lot Area: SF/AC Width: Structur Coverage: SF % Survey Submitted: 0 Yes 0 No Date of Survey: _7Revised dateM: : Landscape plan submitted? 0 Yes Landscaper: 0 No/None proposed Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( NE W ) Other Buildings Wetland Side Jie Buildinq Hei ht Analysis: Distance Between First Floor and defineTop of Roof*( be"building height" (a) definition First Floor Elevation from building plans):\ (b) Highest Existing ground level (per survey)0 10,a�ve lowest ground level, Mwhichever is lower: Difference between b and (c)*: (d) DEFINED HEIGHT *If highest existing adjacent grade is above FF -Het ht is(a)-(d): (e) *If highest existingadjacent rade is below F E-Hei t is a + d Shoreland District MCWD ermit Average Lakeshore Setback Bluff Met? 0 Yes 0 No Permit Number: 0 Yes 0 No 0 N/A 0 Yes 0 No 0 N/A—see a ached Setback: Stormwater Quality isting Pro sed Overlay District Tier rdcover Hardc ver Variance Required CUP Required circle one) % and s % an s 0 Yes 0 No 0 Yes 0 No 1 2 3 4 5 Type(s): Type(s): Updated: June 2017 z:\formskplan review checklist 06-2017.docx Fees to be Charged YES NO Permit Plan Review State Surcharge ; Investigation Fee SAC—Number of SAC Units Other(specify) Square Footage $ per Square Footage Basement X = $ 1St Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ � C Orono Inspections Required Work Requiring Separate Permits ❑ Footing ❑ Site ❑ Plumbing ❑ Grading/Filling ❑ Poured Wall ❑ Silt Fence/Erosion Control ❑ Mechanical ❑ Fire ❑ Foundation Survey ❑ Hardcover Removal ❑ Fireplace ❑ Water Connection ❑ Framing ❑ Other(specify) ❑ Masonry ❑ Sewer Connection ❑ Waterproofing/Drain tile ❑ Mfg. ❑ Lawn Irrigation ❑ Foundation Waterproofing ❑ Other (specify) ❑ Landscaping Framing ❑ Septic ❑ Insulation ❑ As-Built Survey ACC31 Final Lathe Required State Permits ❑ Other(specify) ❑ Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ❑ See Builder Acknowledgement Form 13 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx l � Reviewed for Code, WERNER ELECTRIC �. Compliance City of Orono SOLUTION• SUPPLY•SUPPORT Date 20 Reviewer W z ORONO COPY { t d 3 S f 1 � o 4' t F i �--. `; T �T 5 0 0 LOCATIONS Cottage Grove St.-.Cloud Eau Claire Mankato La Crescent Owatonna Rochester 7450 95th Street S 2900 First Street S 1338 N.Hastings Way 101 Mohr Drive 190 Main Street 1000 24th Avenue NW 3919 Hwy 14 West Cottage Grove,MN 55016 St.Cloud,MN 56301 Eau Claire,Wl 54703 Mankato;MN 56001 La Crescent,MN 55947 Owatonna,MN 55060 Rochester,MN 55901 Toll Free:1.800-769.3701 Toll Free:1800.769.3705 Toll Free:1.800.769.3704 Toll Free:1.800.769.3702 Toii Free:1.877.855.3654 Toll Free:1.800-769.3707 Toll Free:1.800.769.3703 Direct:651.458-3701 Direct:320.253.5440 Direct:715-835-5176 Direct:507-388.6245 Direct:507.895.3523 Direct:507.455-1670 Direct:507.288.3061 Fax:612-676.2578 Fax:320.251-6560 Fax:715.835-3936 Fax:507.388-6248 Fax:507-895.9400 Fax:507-455-0103 Fax:507-288-4257 e WERNER ELECTRIC SOLUTION• SUPPLY• SUPPORT o a C 3 S � W 4 s var Qb Uj s trt ' <-- U x e s Ind C QUMMMM SMOKE DETECTOn CONNECTED TO A cT� DEVICE OR OTHER DETECTOR AUDIBLE IN SLEEPING AREA Gari � ,l�cz fit� m�dP�,^�-roe LOCATIONS Cottage Grove St. Cloud Eau Claire Mankato La Crescent Owatonna Rochester 7450 95th Street S 2900 First Street S 1338 N.Hastings Way 101 Mohr Drive 190 Main Street 1000 24th Avenue NW 3919 Hwy 14 West Cottage Grove,MN 55016 St.Cloud,MN 56301 Eau Claire,Wl 54703 Mankato,MN 56001 La Crescent,MN 55947 Owatonna,MN 55060 Rochester,MN 55901 Toll Free:1-800-769-3701 Toll Free:1-800-769-3705 Toll Free:1-800.769.3704 Toll Free:1.800.769-3702 Toll Free:1-877.855.3654 Toll Free:1.800-769-3707 Toll Free:1-800-769-3703 Direct:651.458.3701 Direct:320.253-5440 Direct:715-835-5176 Direct:507.388.6245 Direct:507.895-3523 Direct:507-455-1670 Direct:507.288-3061 Fax:612-676-2578 Fax:320.251-6560 Fax:715-835-3936 Fax:507.388.6248 Fax:507.895.9400 Fax:507.455-0103 Fax:507.288-4257 • 20112 Allowable Stress Design MSI: 0.62 NOTE LOAD TABLE 3 PLIES 1.750 X 11.875 LP LVL310OFb-2.OE DESIGN CRITERIA VSI: 0.34 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 3 - PLIES FASTENED RSI: 0.36 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(i). OTHER LOAD CASES TOGETHER (REFER TO NOTES). FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LOADING,DEFLECTION LIMITATIONS, N (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR M LIVE LOAD = 40 PSF METHODS.WIND AND SEISMIC BRACINNG,G,AND OTHER FLOOR DEAD LOAD 15 PSr LATERAL BRACING THAT ISALWAYS REQUIREDIS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL LOAD 55 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM WALL. DEAD TOP 80 PLF 00-00-00 13-06-00 0.90 ROOF LIVE LOWS = 30 PSF 2.PROVIDE RESTRAINTATSUPPORTS TOENSURE UNIFORM FLOOR LIVE TOP 40 PLF 00-00-00 13-06-00 1.00 ROOF DEAD LOAD a 15 PSF LATERAL STABILITY. UNIFORM BEAM WEIGHT 18 PLP 00-00-00 13-06-00 0.90 ROOF TOTAL LOAD = 45 PSF 3.DO NOT CUT,NOTCH OR DRILL LP LVL UNIFORM FLOOR DEAD TOP 15 PLF 00-00-00 13-06-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. CONCENTRATED FLOOR LIVE SIDE 3844 LBS 05-04-00MINBRG-3.00" 1.00 FLA.LEFT SPAN CARR. 1.00 FT 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL CONCENTRATED FLOOR DEAD SIDE 1442 LBS 05-04-00MINBRG=3.00" 0.90 BLit RIGHT SPAN CARR. 1.00 FT TO SIZE. ROOF LEFT SPAN CARR. 0.00 FT 6.THIS LP LVL IS TO BE USED AS A WARNING NOTES: ROOF RIGHT SPAN CARR, 0.00 FT COMBINATION ROOF AND FLOOR BEAM NLY. 7.COMPRESSION EDGE BRACING REQUIRED A7 THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. DEFLECTION CRITERIA 74"O.C.OR LESS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP WOISTS IS LIVE LOAD DEFL: L / 360 STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW TOTAL LOAD DEFL: L / 240 ATTACH TWO PLIES WITH 2 ROWS OF 16d BY A DESIGN PROFESSIONAL. (34/2')NAILS AT 12"OC.FROM CODE COMPLIANCES ONE FACE ONLY. STAGGER ROWS.FLIP PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. REPORT / BEAM AND ATTACH THE THIRD PLY WITH 2 APA PR-L280 ROWS OF 16d(3-12")NAILS AT 12'OC.TO MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES ESR-2403 THE UN-NAILED SIDE OF THE FIRST TWO BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LADES RR-25783 PLIES, STAGGER ROWS.NAILS MAY BE ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 11516-R COMMON OR BOX NAILS WITH A MINIMUM BEAM IS CAPABLE OF SUPPORTING THE REACTIONS._ Florida FLIS228 SHANK DIAMETER OF 0.131".16d SINKERS (3-1/4')MAY BE USED. ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. CONTACT HANGER MANUFACTURER TO VERIFY ARII ITY OF HANrFR TO DISTRIBUTE 10 CONCENTRATED SIDE LOADS MUST BE EQUALLY DISTRIBUTED TO ALL PLIES.THIS CONNECTION AND RESTRAINT OF THE TORSION INDUCED BY THE SIDE LOAD ON THE MEMBER ARE THE RESPONSIBILITY OF THE PROJECT DE IGNER. 11.875 SUPPORT REACTIONS (LBS): MAXIMUM BEARING NUMBER 1 2 1.750 DOWN 4229 3120 3.500 UPLIFT --- ---- P5.250 CROSS SECTION MiNBEARING SIZES (IN-SX) 3- 0 3- 0 MAXID#JM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.23"(L/704) 0.441' *DEAD LOAD 0.20" 13- 6- 0 TOTAL LOAD 0.36"(L/446) 0.66" •••THIS DRAWING IS NOT TO SCALE— Handing 8 EmoNtn Miscellaneous hlforrreficn LP LVL,LP LSL ard CTR,LP Woist Specifications Software Provided By: 021112fte IBC 2009 Temporary andpommanent bracing for holding component The use of this mmponed shell be specified by the designer of the 'Supports and connections for LP LML.LP LSL,CTR and LR to be spedricapplcalons. LP Engineered Wood Products plunb and for restating lateral forces shall be designed and complete structure.Obtain allthe necessary code complance approval en 'Common nals driven parallel loglue Ines shall be spaced a midmum o14"for ted 414 Union Street,State 2000 Instated by others.No loch are to be appled to the Instructions from the designers of the complete structure before using IHs and T for ed. Nashvile,TN 37219 eanportent Inlil after al the lreming and fastening are component. If thedesign aleda listed above does not meet beat buidlre 'Do net cul,notch,dill or aper 1P LVL,LP LSL and CTR,LP IJolsts except as sham Phone 800.515.7570 campleled At no time shell badsgrealer than design foods tale requiremeels,donot use this design.When this drawing Is signed in published materiel from LP any useof LP LVL,LSL and CTR,LP IJosls malmry be applied to[tie component. and sealatl,the structural design is approved as shown in thisdrawing to the limits set forth hereon,negales any express warranty of the product and LP Fax 866.753.4369 based ondala provided by the customer.Uo LVL,LP LSL and CTR.LP disclaims at implied warmnties Including the implied warranties of merchantability Design Criterie l joists are made without camber and Wit deflect under load.Wood In dlmd and Ifness for a parhmler use. The design and materiel specified am In substantial Cm(act with concrete must be protected as required by code.Continuous DWG # ccofurmly with the latest revisions of NOS,'Dead load lateral sippor is assumed(wall,floor beam,etc).LP does not Rohde deflection Includes ac(ustmem factor for creep.Taal Iced on-site Impectim.This draWng mist have an Arddlects or Ergineer's seal`A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # dafleclim Is instantaneous. naked to be considered an Enbneerrg document. LP is a registered trademark of Louisiana Pactb Coiporalbn. File:CAProgram F1es1LPlWood-E Deslgn12013.21WOODE.SPX 201312 Allowable Stress Design MSI: 0.76 NOTE: LOAD TABLE 3 PLIES 1.750 X 9.500 LP LVL310OFb-2.OE DESIGN CRITERIA : VSI: 0.49 1.THIS COM PONENTISDESIGNED TOSLIP PORT ONLY DESIGN CONSISTS OF J - PLIES FASTENED RSI: 0.47 THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1).OTHER LOAD CASES TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. FLOM LIVE LOAD 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR DEAD LOAD 15 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL 14M m 55 PSP THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE TOP 400 PLF 00-00-00 12-00-00 1.00 ROOF LIVE LOAD = 30 PSP 2.PROVIDE RESTRAINTATSUPPORTS TOENS LRE UNIFORM ROOF LIVE TOP 300 PLF 00-00-00 12-00-00 1.00 ROOF DEAD LORD s 15 PSF LATE RAL STABILITY. UNIFORM ROOF DEAD TOP 150 PLF 00-00-00 12-00-00 0.90 ROOF TOTAL L(IAD = 45 PSF 3.DO NOT CUT,NOTCH OR DRILL LP LVL UNIFORM FLOOR DEAD TOP 150 PLF 00-00-00 12-00-00 0.90 4.SHIM ALLBEARINGS FOR FULLCONTACT. UNIFORM WALL DEAD TOP 80 PLF 00-00-00 12-00-00 0.90 FIR LEFT SPAN CARR. 10.00 FT 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL UNIFORM BEAM WEIGHT 14 PLF 00-00-00 12-00-00 0.90 FLR RIGHT SPAN CARR. 10.00 FT TO SIZE. ROOF LEFT SPAN CARR. 10.00 Ltd" 6.THIS LP LVL IS TO BE USED AS A WARNING NOTES: ROOF RIGHT SPAN CARR. 10.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. 7.COMPRESSION EDGE BRACING REQUIRED AT THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. DEFLF.CTICN CRITERIA 70"O.C.OR LESS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP WOISTS IS LIVE LOAD DEPL: L / 360 STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW TOTAL LOAD DEFL: L / 240 DESIGN ASSUMES COMPONENTS CARRIED ARE BY A DESIGN PROFESSIONAL. APPLIED TO TOP EDGE OF LP LVL.SUCH THAT CODE COMPLIANCES LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL REPORT / ATTACH TWO PLIES WITH 2 ROWS OF 16d BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, APA PR-1,280 (3-12")NAILS AT 12"OC.FROM ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS ICC-ES ESR-2403 ONE FACE ONLY. STAGGER ROWS.FLIP BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. LODBS RR-25783 BEAM AND ATTACH THE THIRD PLY WITH 2 CCMC 11518-R ROWS OF 16d(3-1/2")NAILS AT 12"OC.TO ANCHOR LP LVL ROOF/FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. Florida PLi5228 THE UN-NAILED SIDE OF THE FIRST TWO PLIES. STAGGER ROWS.NAILS MAY BE LP LVL FLOOR BEAMS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE, COMMON OR BOX NAILS WITH A MINIMUM IN ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAL BUILDING SHANK DIAMETER OF 0.131".16d SINKERS CODES,OTHER DEFLECTION CONSIDERATIONS SUCH AS VIBRATION,BOUNCE, (3-1/4'1 MAY BE USED. CRACKING AND AESTHETICS,SHOULD BE EVALUATED BY THE PROJECT ENGINEER OR ARCHITECT. MAXIMUM RECOMMENDED DEAD LOAD DEFLECTION IS 0.333"OR LESS. THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL LOAD DEFLECTION LIMIT OF 1,/240.(PROVIDED BY THE LP CUSTOMER). �j THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. -'t SUPPORT REACTIONS (LH9.500S): NAJM)M BEARING NUMBER 1 2 1.750 DOWN 5516 5516 3.500 UPLIFT --- --- 5.250 CROSS SECTION MIN BEARING SIZES (IN—SX) 3— 0 3— 0 MAXIIQA4 DEFLECl'IONS CALCULATED AL LIVE LOAD 0.30"(L/470) 0.39" DEAD LOAD 0.3411 12- 0- 0 TOTAL LOAD 0.53-(L/268) 0.59 •"•THIS DRAWING IS NOT 70 SCALE"• Handing&Election Miscellaneous tr iorlreficn LP LVL,LP LSL and CTR,LP IJobt Specifications Software Provided By: 02nzia IBC 2009 Temporary and permanent bearing for holding component The use of this component shall be specl0ed by the designer of the 'Supports and connedlons forl-P LVL,LP ISL.CTR and LPI to be specific applications. LP Engineered Wood Products plumb and for resislig Iserd fomes shall be designed and complete structure.Obtain alithe necessary codecortpfance approval anc•Common nails drkw parallel loglue Ines shallbe spaced a mfrimum of4"for 10d 414 Urion Street,Suite 2000 Inslaled by others.No loads are Lobe applied tothe instruction from the designers of the complete structure before using Itis and 7(or8d. Neshvile,TN 37219 component until after at the herding and fastening are component. If thedesign rriedo listed above does not meet bed bulding *Do not cut.notch,dill or alar LP LVL.LP LSL and CTR.LP hloisls except as shove Phone 800.515.7570 completed At no time shall bads greater than design loads code requirements,do not use this design.When this droving is signed in published material from LP any use of LP LVL,LSL and CTR,LP IJolsts contrary be applied to the component. and sealed,the slmclvaldesign Is moved as shown In this drawing to the Imlls set IoM hemon,negates any express vormnly of the product and LP Fax 866.753.4369 based on data provided by the customer.tP LVL LP LSL and CTR,LP disclaims at Implied varrentbs Including the implied warranties of merchantability Design Crleria 1-)olds are made without comber and Wit deOed under lend.Wood is direct and fitness ler a particular use. The design and mated al specified are in substantial contact Wth concrete must be protected as required by code.Continuous DWG # conformity with the Latest re"ons of NDS.*Dead Marl laterad support Is assumed(vain,floor beam,etc).IP does not protide deflection includes adjustment fader for creep.Tdal lead on-site Inspection.TNsdraaing must have an Architect's orEngineer's seal'ACOPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # deflection is instantaneous. a0xed to be considered an Engineering document. LP Is a registered trademark of Louisiana,f ecifb Corporation. File:C:U'rogram Files1L Wood-E Design12013.21WOODE.SPX 20132 Allowable Stress Design MSI: 0.74 NOTE: LOAD TABLE 1 PLY 1.750 X 14.000 LP LVL310OFb-2.OE DESIGN CRITERIA VSI: 0.65 1.THIS COMPONENT IS DESIGNED SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES RSI: 0.82 THE VERTICAL LOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) FLOOR L� LOAD = 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER FLOOR DEAD LOAD = 15 PSF LATERAL BRACING THAT ISALWAYS REQUIREDIS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF FLOOR TOTAL LOAD = 55 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX OR ARCHITECT. UNIFORM FLOOR LIVE SIDE 280 PLF 00-00-00 13-09-00 1.00 ROOF LIVE LOAD = 30 PSF 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD SIDE 105 PLF 00-00-00 13-09-00 0.90 ROOF DEAD LOAD = 15 PSF LATERAL STABILITY. UNIFORM TAIL DEAD TOP 80 PLF 00-00-00 13-09-00 0.90 ROOF TOTAL LOAD = 45 PSF 3.DO NOT CUT,NOTCH OR DRILL LP LVL UNIFORM BEAM WEIGHT 7 PLF 00-00-00 13-09-00 0.90 4.SHIM ALL BEARINGS FOR FULL CONTACT. FLR LEFT SPAN CARR. 14.00 FT 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL WARNING NOTES: FLR RIGHT SPAN CARR. 0.00 FT TO SIZE. ROOF LEFT SPAN CARR. 0.00 FT 6.THIS LP LVL IS TO BE USED AS A THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. ROOF RIGHT SPAN CARR. 0.00 FT COMBINATION ROOF AND FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS 7.0 OMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW DEFLECTION CRITERIA 50"O.C.OR LESS. BY A DESIGN PROFESSIONAL. LIVE LOAD DEFL: L / 360 TOTAL LOAD DEFL: L / 240 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CODE COMPLIANCES ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS REPORT # 3 BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. APA PR-L280 ICC-ES ESR-2403 ANCHOR LP LVL ROOFIFLOOR BEAM SECURELY TO BEARINGS OR HANGERS. LADBS RR-25783 CCMC 11518-R Florida FL15228 -'F SUPPORT REACTIONS (LBS): 14.000 MA0=41M BEARING NUMBER T1 I 1 2 1.750 DOW 3245 3245 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (IN-SX) 3- 0 3- 0 b94XIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.26"(L/619) 0.45" *DEAD LOAD 0.27" 13- 9- 0 TOTAL LOAD 0.44"(L/367) 0.68" —THIS DRAWING IS NOT TO SCALE*** Handing&Erection Miscelarlecus Information LP LVL,LP LSI-and CTR,LP IJo'st Specifications Software Provided By: 0211218 IBC 2009 Temporary andpermanent bracing for holding component The use of this componert shall bespecified bythe designer of the •Supports and connections far LP LVL,LP ISL,CTR and LR to be specificappicaions. LP Engineered Wood Products plumb and forressting lateral forces shall be designed and complete structure.Obtain allthe necessary code compiance approval an •Common nails driven parallel toglue Ines shall be spaced a minimum of V for 10d Street,Suite 2000 St St installed by others.No loads are lobe appied tothe instructions from the designers of the complete structure before using the and 3 414 UnloUnionfor 8d. Nashville, 37219 component until after al the framing and fastening are component. If the design criteria listed above does not meet local building -Do rot cut,notch,drill drafter tP LVL,LP LSL and CTR,LP IJoists except as shown completed At no tine shell bads greaterthan design loads code requlremerts,do not use this design.When this drawng is signed in published material from LP any use of LP LVL,LSL and CTR,LP IJoists contrary Ph One 800.515.7570 be applied to the component. and sealed.the structural design is approved as shown in this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369 based ondata provided bythe customer. LP LVL LP LSL and CTR,LP disclaims al implied warranties including the implied warranties of merchontabiity Design Criteria lyoists are made without xamberand wlldef ect under load.Wood in direct and fitness fora particular use. The designand material specified am in sobstartial contact with concrete most be protected as required bycode Continuous DWG # conformity with the latest reeisionsof NDS.•Dead load lateralsxpport isassumed(well,floor beam,etc).LP does not protide deflection includes aqustment factor forcreep.Total Iced on-site inspection.TI-is draving most have an Architect's orErgineer'sseal-ACOPYOF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET # - deflection is instantaneous. afixed to be considered an Engineering document. LP's aregistered trademark of Louisiana-Pacific Corporation. File:CAProgram FIIes\LP\WOOd-E Design\2013.2\WOODE.SPX _,b 0&1- V/ ATE TIME CITY OF ORONO CALLED IN e� INSPECTION N TICE �HEDULED PERMIT NO. ��l /C PL D ADDRESS OWNE TELEPHONE NO6'S��I CONTRACTOR . i DESCRIPTION CAifd W ❑ FOOTING ❑ DEMO-FIN A ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBINGFINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W uj Q Z W CC 7a W ❑WORK SATISFACTORY PROCEED ❑PROJECT COMPLETE WT%CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V 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. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector: -A+ R White Copyllnspectoes File Canary Copy/Site Notice