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Home My WebLink AboutPermit Building 2020-02-20OREGON web Address: www.springfield-or. gov Building Permit Residential Structu ra I Permit Number: 8f 1-19-OO2768-STR IVR Number: 811034185236 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 541-726-3753 Email Add ress: permitcenter@springfield-or.9ov SPRINGFIELD {t, Permit Issued: February 20,2O2O TYPE OF WORK Category of Construction: Single Family Dwelling Type of Work: Addition Calculated Job Value: $31,104.84 Description of Work: Addition - extend bedroom and adding one bathroom (on septic) JOB SITE INFORTTIATION Worksite Address 3525 YOLANDA AVE Springfield, OR 97477 Parcel L702L94202600 Owner: Address: DEVEREUX CHRISTOPHER ) 3525 YOLANDA ST SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name DAEMON ALEXIS KNIGHT - Primary License ccB Lacense Number t2LO26 Phone 54t-953-9022 PENDING INSPECTIONS Inspection 1999 Final Building 1260 Framing 14 10 Underfloor Insulation 1430 Insulation Wall 1440 Insulation Ceiling 1530 Exterior Shearwall Inspection Group Struct Res Struct Res Struct Res Struct Res Struct Res Struct Res Inspection Status Pending Pending Pending Pending Pending Pending SCH EDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Sched ule or track inspections at www. build ing permits.oregon. gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811034185236 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store permits expire if work is not started within 18O Days of issuance or if work is suspended for 18O Days or longer depending on the issuing agency's policy, All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not' Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the p€rformance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center, Those rules are set forth in OAR 952-OO1-OO1O through OAR 952-OO1-OO9O. You may obtain copies of the rules by calling the Center at (5O3) 232-L947, All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.O1O (structural/Mechanical), oRS 479.540 (Electrical), and ORS 693.Of O-O2O (Plumbing) Ptinted oni 2/2O/2O page 1 of 2 C:\myReports/reports//production/01 STANDARD \- Permit Number: 81 1-19-0O2768-STR Page 2 of 2 Fee Description Technology Fee Plan Review - Minor, UGB Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Structural building permit fee Structural plan review fee State of Oregon Surcharge - Bldg (L2o/o of applicable fees) Quantity 254 Total Fees: Fee Amount $s6.04 $342.00 $ 1s.24 $472.04 $306.83 $s6.64 $1,248.79 Construction Type VB Ptinted on: 2/2O/2O Occupancy Type R-3 1&2family Unit Amount 254,00 Page 2 of 2 Unit Sq Ft Unit Cost $L22.46 lob Value $3 1,104. 84 $31,104.84 C: \myReports/reports//production/01 STAN DARD PERMIT FEES www.sPringf ield-or' gov Worksite address: 3525 YOLANDA AVE' Springfleld' OR97477 Parcel: 1702194202600 SPRINGFIELD {fr OREGON Transaction Units date 2t2Ot2O 1.00 Ea 2t20120 1.00 Ea 2t20120 2t20120 2t20t20 254.00 SqFt Transaction ReceiPt 8t 1-19-002768-STR IVR Number: 8t 1034{ 85236 ReceiPt Number: 473859 ReceiPt Date:212O120 CitY of SPringfield DeveloPment and Public Works 225 Fifth Street SPringfield, OR 91477 541-726-3753 perm itcenter@spri ngfield-or' gov Paid amount $472.04 $56.64 $342.00 $56.04 $15.24 Payment Amount:$941.96 $941.96 1.00 Ea Plan Review - Minor, UGB 1.OO Automatic TechnologY Fee DescriPtion Structural building Permit fee State of Oregon Surcharge - Bldg (12o/o ol aPPlicable fees) Fees Paid Account code 224 -00000'425602 - 1 0 30 821 -0oooo-21 5004-0000 1 oo-oo0oo-425002-1 039 204-o0ooo-425605-0000 1 o0-ooo00-424005-1 091 Fee amount $472.O4 $56.64 $342.00 $56.04 $15.24 Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Pavment Method: Credit card authorization: Cashier: CarolYn Goodman Payer: ChristoPhe J Devereux871 940 Receipt Total: Pinted: 2/20/20 '11:50 am Page 1 of 1 FIN_Tra nsactionReceipt_pr Crrr or SpxntcrmlD, oREGoN Structural Permit Application LOCAL GOVERNMENT APPROVAL i This project has final land-use approval. Date: This project has DEQ approval CATEGORY OF CONSTRUCTION Residential Government Commerciai JOB SITE INFORMATION AND LOCATION Subdivision:Lot no. Ret'erence:Taxlot: PROPERW OWNER Name:Gnr. " ZlPiWTl E-mail:Ct#+. cL Building Ownsr or Owner's agent authorizing this application: Sign here: C tr This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. Business name: K..')- C,.>^ Address:u oq lLl E-mail Print name: Signature: q+ Total valuation )fees (a) Permit fee (use valuation table): (b) Investi t-ee (equal to [2a]): (c) Reinspection ($ per hour): (number ofhours x fee per hour) (d) Enter 1 27o surcharge (. I 2 x [2a+2b+2c]): DEPARTMENT USE ONLY Permrtoo.'ffi &&1bb' 225 Fifth Street o Springfield. OR 97477 I PH(541)726-3753 ' FAX(541)'126-3689 This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. ru#:t !{echanical Constnrction rype: Square feet: Cost per square foot: Other information: -) 7 Typeof Heat: O"> f..rr S s (a) Plan review (65% x permit t'ee [2a]) i (t) ni." and life safery 165% x permit fee [2a]) (c) Subtotal offees above (3a and 3b) (b) Tech fee, 5% (.05 x permit fee[2a]-PR fee [3c]) TOTAL fees and surcharges (2e+3c+4a+b)st }qb.1 0[L Ln^ %@-6*1 Date \a- Job site address: j5f S e ,r0.N- State:62 ZIP\4W?t State: O(Ciry: (,*,^{.o12 l_lax:Phone: $r/1 ql ? - qq6 7 CONTRACTOR INSTALLATION ZlPnrqT6State: a 12Ciry: Gr-.(. lt Fax:7t CCB license no. Phone: G FEE SCHEDULE 1. Valuation iuformation o'&nJ.xwvx.art(a) Job description: 6p.8-d.Xk .., ..MOccupancy Energy Path:6 I new Ealteration D addirion / (b) Foundation-only permit? fl Yes il fo s s s s(e) Subtotal offees above (2a through 2d): 3. Plan review fees s 3txo ' B, s S 4. lliscellaneous fees S(a) Seismic t'ee, 19/o (.01 x permit fee [2a]): S SUB.CONTRACTOR IN FORMATION \ame CCB License #Phone Electrical Plumbing Last edited 5-5-2019 BJones Ol,t€ ?Ar1a* G*,Dc- - ('9 Date: Z oning approval verifi ed:IYes nNo Properry is within t'lood ! Yes No -J\"-j-*Ia^ia"-; S4L/,.a -J Address: ?S;l. ( (,t.,a ..A.- oo ooo =lpItrto IEtototc lGEcw oo -eo cul (,co og oo I Hlgh elrlclency \Yalls Erterior walls-U-0.045/R-2t cavity insulation + R-5 continuous n Upgraded fealures Exterior walls-U-0.057/R-2f intermediale or R-2 I advatc€d, Fraured floors-U-0.026/R-38, and \Yindows-U-0.28 (averagc UA) @ Upgraded features Exterior rvalls-U-0.055/Il-23 inlerruediate or R-2 t advarced, Flat ceiliogc-U-0.017/R-60, and Framed fl oors-U-0.026/R-38 4 Super lnsulaled Wlndorvs and Altic OR Framed Floors Windorvs-U-O.22 (Triple Pane Low-e), and FIat ceilinge-U-0.0171R-60 or Framed floors-U-0,026/It-3 8 5 Alr seallng home and ducls Mandatory air sealing of atl rvall covedngs at top plate and air sealing checklislr, and I4echanical whole-building ventilation system with rates nree(ing M1503 or ASHRAB 62.2, and AII ducts and air handlers cqntained rvithin building envclopeo or All ducts sealed with masticq 6 Hlgh €lflclency lhermal envelope UAO Proposed UA is 87o lower than tho code UA t, 5'oEa =aeo, .9 t,ti ol>.ol h !416lCIolol I @ High sfflclency HVAC systoma Gas-fired furnace or boiler AFUE 947a, or Air source hert purnp HSPF 9.5/15,0 SEER cooling, or Grountl source heat pump COP 3,5 orEnergy Slarrated B Ducled HVAC syslems lrllhln condllloned space All ducts ald air haadlcrs cortalned within building enveloped Cautot be contbirrd wilh A{easure 5 C Ductless heat pump Drctless hcat pump HSPF I0.0 in primary zone of dwclltrg D High elticlancy water heaterc Natural Electric gas/pmpane water heater rvith UEF 0.85 OR heat pump rvater heater Tier I Northern Climate Specification Product ENERGY EFFICIENCY rABLE NI101.1(2) ADDITIONAL MEASURES For SI: 1 sq[are foot = 0.093 m2, I walt per squaro foot = 10.8 Vm2. a, Appliances located within tlre building thermal envelope shall have sealed combustion alr installed. Combustion air shall be ducted dircctly from the outdoors. b. All ductjoints and searns sealed witfi listed mastic; tapo is only allowed s1 appliarlce or cquipment conrrections (for service and replacement), Mect sealing criteria of Performance Tested Comfort Systeou program adnrinistered by the Bonneville Power Administration @PA). o. Residential water heaters lcss than 55 gallon storagc volume, d. Atotalof5perccntof anHVACsystern'sductworkshallbepermiltedtobelocatedoutsideoftteconditioncdspace,Dudslocstedoutsidetheconditioned space shall have insulation installed as required Jn this code. e, I'hsmeximumvaultedceilingsurfaceareaslrallnotbegreaterthan50perccntofthelotatheatedspacefloorareaunlcssvaultedareahasaU-factornogreater than U-0.026. i Continuous air barrier. Additional rcquirement for sealing of all interior vertical wall covering to top plate framing. Sealing with foam gaskeL ceulk or other approved sealant lisled for sealing wall cover.ing material to structural ntaterial (example: gypsum board to rvood stud framing). g, Tabic NllM,l(1) Standard base case design, Code UA shall bc at least 8 percent less ihan the Proposcd UA, Buildings with fetrestration lcss rhan 15 percent ofthe {otal verlical wall area may adjust the Code UA to have 15 percent of the wall area as fenestration. 2017 OBEGON BESIDENTIAL SPECIALTY CODE 435 I Chris Devereux Subiect:FW: 3525 Yolanda Ave, Springfield OR 97477 From: HUNT Charles R <charles.hunt@lanecountyor.gov> Sent: Tuesday, November 26,2019 8:03 AM To: Chris Devereux <chris@devlogictech.com> Cc: EHLERS George <george.ehlers@lanecountyor.gov>; MATHISON Jay <jay.mathison@lanecountyor.gov> Subject: RE: 3525 Yolanda Ave, Springfield OR 97477 I have been out of the office. The County does not determine if you are to be annexed into the City. That is the reason the County needs approval from the City to allow a septic permit when in the UGB. Now what I would have told you is there is nothing that the County would need because you are not increasing the flow by adding more bedrooms. Charlie Hunt Permit Technician Charles.hunt@co.lane.or.us 54L-682-6974 1 SPRINGTIELD tf, Transaction Receipt 81 1-19-002768-STR IVR Number: 81 10341 85236 Receipt Number: 473266 Receipt Date= 12112119 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 permitcenter@springfi eld-or. govOREGON www. sp rin gf ield-or. gov Worksite address: 3525 YOLANDA AVE, Springfield, OR97477 Parcnl: 1702194202600 Transaction Units date 12112119 1.00 Ea Description Structural plan review fee 224-00000 -425602- 1 030 Fees Paid Account code Fee amount $306.83 Paid amount $306.83 Payment Method: Credit card authorization: 93036d Payer: DEVEREUX CHRISTOPHER J Payment Amount:$306.83 Cashier: Katrina Anderson Receipt Total:$306.83 Ptinted: 12/12119 1 'l:05 am Page 'l of 1 Fl N_Transaction Receipt_pr r- -l Orr*aSS ' 5(? 6 Yar-apsr Aw MAP & TAXLOT: Plan Review Checklist PERMIT #: 19 - (fiTlA 6-tftT\- a Ixfl tr E a !ilv IT IE Et! tr Enter data into project log Check address on plans is correct Check to see if LDAP has been issued. LDAP Permit # Read allcomments from other work groups to see ifanything needs to be considered during structuralreview check setbi.cks on Site Plan Check RLID tb make sure taxlot matches what is shown on drawings, that topoEraphy lines are on the pians and that owner info matches Check to se; iflot is sloped or flat - lfsloped, willback deck meet setbacks tf a new home is being built at Mountalngate ol River Heights, checkthe subdivision books to see if a Geo-Tech repo.t is req. Check soils io determine whetheror not a Geotechnicalevaluation should be required lf property is on septic, checkfor propersetbacks from building to tanlq distribution box, and leach lleld Make sure that property is not in Flood Hazard A affected property accordingto Mapspring (if it is we need 3 engineers surveys)r.rs i33us9 Check that everything required to be entineered has engineeriry and that the stamp is current Check the truss package and make sure it matches the plans (qty of trusses, type, attachements) - lfthe numbering doesn't 'match butthe uplift and reactions look corred it is OK. Falls underfield verify *Make sure that ifthere is HVAC equipment in the attic, the tn sses were desitned to support it che.k overhang to make certain they don't proiect farther than alloirJJ for fire separation ' L ft -j)-inches lf rafter framing, check spans lftrusses or rafters are 2ll2or3h2 pilch, make sure that "duel layers of underlayment required" note gets on plans. Less than 2/12 needs to be 6 membrane roof. Check to see ifanythin8 over4OOOlbs is bearing down on strip footings. lf so this needsto be enlar8ed. 'ftq6s A?6lI- earro< & 16 = tO/ 63+ rA> Check Hold Downs, highlight hold downsforthe inspector check Foundation Venting Sn rg check for propane tanks; look for setbacks, siesmic attachments, and protedion ofthe tank. Make notes on plans with stepped foundations howfar back they need to be from the edge ofthe cut and the uphillcut. Check header sizes Check footing sizes Bt( ac.r.Fl,la!- S^lE LD 4r{,ri'a g i ao -tt13 l,.6lna Make sure that ifrebar is used that it has minimum cover depths. Check energy code requirements. Additional energy measure selections : Envelope Enhancement-!- Conservation Measure -2- *Make sure that insulation called out meets the energy code and ifnot make note ofthe required R value. E n n u E E UI II E I ,# Naa!I E m fr tr E A E IE Ea f,, EI Eg rl. *On additions/remodels where existing conditions come into play, see code section N1101.3 & table N1101.2 Check tempered glazing (hazardous locations, windows in stairwell, within 24" of door, where a door would open into the glass,etc) Check bedrooms for egress (window sizes, make sure that garage door to house doesn't go into bedrooms) Check to see if there is.a living area above the garage, if so, make note of 5/8" type X gyp board fire separation requirement. Check for mechanical equipmeht protection fbollards) in the'garbge ' ': : ; lf DETACHED garage is being built less than 3ft to existing structure it needs to have t/2 eVp board on the interior walls lf Garage is elevated, make sure columns supporting underfloor of garage are continous to footing (make note on plans) Check fire/sound separation assembly on 2 family dwellings Check for smoke alarms/Carbon Monoxide alarms (look on electrcial sheets if there aren't any shown on floor plan) Check wall bracing Check minimum room size Make sure that minimum bathroom fixture distances are met Check to make sure stairs meet code Check roofing material (composition shingles, Spanish tile, metal, etc.) Check for attic access and underfloor access on plans Ast}rr*{-r\, S€c\L Z-.,t1 @( Check beam sizes Read over all the general notes to make certain that nothing was missed and there are no conflicts lF new SFD or ADU, make sure that Willamalane form is attached. Transfer all notes made by other work groups until there are two identical sets of plans (jobsite and city set) lnclude standard attachments : Exterior Wall Envelope Self-Certification Form (Not required for unheated detached structures) Moisture Content Acknowledgement Form Hieh-Efficiencv Lishting Svstems Oreeon Residential Specialtv Code (ORSC) Noise Ordinance Notice Smoke Alarm Ventilation Requirements for Kitchens and Bathrooms Green Approved Plans Cover Sheet (Found under "Cover" in file cabinet) Make sure that on all new square footage, that a Fire SDC is charged. Add all inspections and fees into Accela (including Willamalane fee and addressing fee) Stamp plans with the "Reviewed for Code Compliance" stamp, sign the approved by line and perforate Approve Building Review line in Accela & call or email application with fees due and attach placard to jobsite set * Enter energy path data from Additonal Energy Measures Table N1101.1(2) into Accela H H igned electrical application received Print out the Fee Schedule and put it with the Willamalane Spreadsheet on the outside of the folder Put any inspection notes into Accela that need to be there before the plan is issued. Check off Project Log and enter today's date. Plan check items/notes Mil'iek. MiTek USA, lnc. MiTek USA, lnc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 916-755-3571 Re: 2639-19 Ifuight Construction The truss drawing(s) referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Relco Roof. Pages or sheets covered by this seal: R60452 190 thru R60452192 My license renewal date forthe state of Oregon is June 30,2021. 87022?E OREGON 1 \ December 3,2019 Hemandea Marcos IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSlffPl 1. These designs are based upon parameters shown (e.9., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any poecl specific information included is frrr MiTek's or TRENCO'S oJstomers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified fre applicability of the design parameters or the designs for any particular building. Before use, the building designer should verifu applicabilig of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ! Itruss lo,n. lTruss Type l"ouron .rrroRrED GAB Job 263S19 otv 1 PV 1 R60452190 Relco Page I lD:GZVClMoqwlPkn-CrupeCdKyC).z F-LXOuWUpTusl,lAM6gSewM59kFipeSNoCejBuqzTyCx4K 28+0 Scale: 1/4'=1' 1x4 10 11 1.oo lit 409 1 39 s(4= 38 97 $ 3s v :t:l a. 31 e) 56 292827?f,25247322 12 21 16 '13 A 7 6 5 2 I Ilo lg, 11 11 15 17 18 PLATES MT2O 12 3x4 = GRIP ?2U195 '19 q o LOAIING (psf) TCLL TCDL BCLL BCDL 25.0 7.0 0.0 ' 10.0 LUiIBER. TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS A(4 DF No.2 OTHERS 2<4 DF No.2 BRACING. TOP CHORD BOT CHORD Wdght 130 lb Fl =20% Slrudural wood sheahing diredy applied or &G0 oc pudins. Rigid ceiling dirEdly applied or 1G0'0 oc bracing. REACTIOXS. All beerin$ 2GG0. (lb) - Ma( Hoz z=7'llLC 12\ MaxUdifr All udin100 lborle€setioint(s)31,32,33,34,35,36,37,38,29,28,27,n,25,24,23,2 a(cept 2:116(LC 8), 20-126(LC 9) MaxGrav All Gactions250 lborlessstjoint(s)31,32,33,34,35,36,37,38,29,28,27,26,25,24,23, 22, 30 excagt 2=282(LC 1), 20=282(LC 1) FORCES, (lb) - Max. Comp.ndax. Ten. - All forces 250 (b) or less excod when shown. NOIES. 1 ) Unbalanced rcof liw loads hew b€en considered for this design. 2) Wnd: ASCE 7-'10; Vult=12omph (&s€cond gud) Vasd=gsmph; TCDL=4.zpsfi BCDL=3.opef; h=251t; Cat. ll; Exp Bi Endosed; MVVFRS (€nvdopo) g6ble end zone and c-C Come(3) -2-G0 to 1-G0, Extedo(2) 1-G0 to 'lilX), Come(3) l3+0 to 1sG0, Exedor(2) 1&+0 to 28-(H) zon€i cantile\rer l€fi and right expos€d : erd vedicd left and right exposod;Gc for membeG and forces & M\rtFRS for readions shwn; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind lods in the plane of the tru33 only. For 61uds expos€d to wind (nonnal lo the face), see Standard lndustry C'able End Odails aB apdicable, or consutt qualified building d€Bigner as per ANSlffPl 1. 4) All dat6 are 1.5x4 MT20 unless otherwiso indicated. 5) Geble requires continuous bottom drord beering. 6) GaHe studs spaced at 1-4-0 oc' 7) This truss has be€n de$gned for a 10.0 psf bcttom cfiord lilre lo€d mnconqrnent with any other live loads. 8) 'This truss has been designed for a live load d 20.0p€f on the bottom cfiod in all areas where I rcdangle 1,S0 tall by 2+0 wide will frt b€tyreen the bottom crrord and any other members. 9) Provide m€chanical connedion (by others) d truss to bearitE date capaHe cil withsttrding 100 lb udifl at icint(s) 31 , 32, 33, 34, 35, 36, 37, 38, ?9,28,27,n,25,24,23, 22 exce6 gt=tb) t116,20=128. \\ DPIRES: 0613012021 December 3,2019 sPACtilG- ?-Go Plate Gfip DOL 1.15 LumberDOL 1.15 RepStresslncr YES tue 1RC2015fiP12014 csr. TC BC WB Matrix-S 0.18 0.05 0.02 DEFL. Ve{t(LL) ven(CT) l'toz(CT) in -0.02 -0.03 0.00 (loc) Udefl Ud 21 nlt 12021 nh 90 20 n/a Na lwlaxxo -v-tty.brgn pn t6ad&E o arorEs orv t?ls AHO,rlcLlttFJDItExreFERE tci PAOEr.-!f/, N.lOUtirOlSBEFoRE atltE. Ocsi{to Etd tbr us only *ith MiTakO 6n6dffi. This d6En is b.s€d mty upon peBmcic !hwn, and is br an individual building @mporErn, nd 8 t us !ydm. BcbG us, the building d€signgr mst wify the applirxbility ot deqrn paEmds and p@pcrly i@rpoEto this desigo into lrE o6d buildhg dcsign. BEdng indicslod is to pEEnt buckling ol individualtru$ ueb andor chord mmb6E oly. AdditiomltcmpoEry and pemanont b.sdng is altf,ays GquiEd br dat lity and to p.ewnt @ll8p$ wilh posCblo psmnal injury 8nd prcplrty damag6. Fq ganeElguidam Egardin0 the f.bricAnm, d@96, d6liEry, cr6(lbn and bfadng of truss and tu$ s)/slm!, s Ald{trfPrl Qualtty Cdt,da, DSA{, rrrd acg Sdrdrry Cffi,onat lsq,Ey r,ffiiao swiLble hm T'G Plat6 lnliituto, 218 N. Ls grdt, Srd€ 3i2. A,6mdria, VA 2231lt. r[ MiTek' MiTet USA. lm. it00 slmri$ ABs, Suit€ 270 Gight Consffuction [* l* lrruss ryee lCoffinon Job 263919 otv 4 Ptv lhight Consfrrdlon Job Returere (oDtional'l R60452191 9 lndust ies, lnc. MonsRelco Roof and Floor, &10-14 4x6 = 1 6-1-2 18 S€le: 'll4'='l' rm FT 17 3r<4 -- 3 10 1.5x4 ll I 5S= 3x4 -- 5 8 1.5x4 ll 3xS = 7 Eda,6 3x5 LOADING (psf) TCLL 25.0 TCDL 7,0 BCLL O.O BCDL 10.0 LUUBER. TOP CHORD BOT CHORD WEBS PLATES MT2O GRIP 2201195 DPIRES: 0613012021 December 3,2019 2x4DF ^4DF,4DF No.1&Btr No.1&Btr No.2 BRACIilG. TOP CHORD BOT CHORD Wdght: 106 lb FT =20% Structural urood sheathing directly applied or $95 oc pudins. Rigid ceiling diredly apdied or 1GG0 oc bracing. OREGON ER REACNONS.(lb/size) 2=122OlGs.8,6=1220lG$8 Max Hotz 242(LC'12) Max Uplift 2:142(LC 8), 6=-1a2(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when sho,vn. TOP CHORD 2-3=-28291405, 34=-17921312, 4-5=-17921312, 5{=-2629/405 BOT CHORD 2-1o-315t2443, 91 o:31 512443, &9:331/2443, &8:331 124/,3 WEBS +9={9r/39.$9:890/165,t8=0/266,}9:890/165,}10=0/266 NOTES- 1) Unbalanced roof live loads ha\re been considered for this design. 2) \Mnd: ASCE 7-'lO; Vult=12omph ($second gust) Vasd=9smph; TCDL=4.2psf; BCDL=3.opsf; h=25fi; Cat. ll; Exp B; Enclosed; MvVFRS (envdope) and C-C Exterio(2) -2-04 to G912, lnterio(l) G$12 to 1$G0, Exterio(2) llGo to 1&G0, lnterio(l) 1&G0 to 2&&0 zone; cantilever left and right exposed ; end vertical leff and righl exposed;GC ior members and forces & MWFRS for readions shoiln; Lumber DOL=1.60 date gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord li\re load noncoflcunent with any c[hor live loads. 4) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a reciangb $e0 tall by 2-G0 vuide will fit betrveen the bottom chord and any other rnembers. 5) Provide rnechanical conneciion (by others) of truss to bearing date capable of withstanding 1 00 lb udn at joint(s) except 6t=15; 2=142,6=142. sPACtl{G- 2-A-O Plate Grip DOL 1.15 LumberDOL 1.15 Rep StrBss lncr YES Code lRC20l5/TP12014 csr. TC BC vvts Matrix-MS 0.34 0.48 0.58 in -0.13 4.24 0.08 0oc) 9 &9 6 l/defl >999 >999 nla Ud 240 180 nla DEFL. Vert(LL) Vert(CT) Hoz(CT) [WaAnnC - V";ty dasign peramarets.ndREAD NOrES OrV rHS ANO INCLUOED ttfEK REFERENCE PAGE Mtt.7173 rev. 1O/o3/2015 BEFORE USE. DeCgn E[d b u$ mty with MiTalO @nnoclm. Thlr desion is basd mty lpon paEmdffi shmn, and i8 br 8n idivi(tual hilding Mponof,t, not e tru$ sydem. BofoE us, tho buildlng dosigner md wrify th6 applicablllty ot deslgn p€EmetEE and pmp6rly inorporAo thB deign into th6 owi buildmg delrio. Bradng indEdrd i! to prswnt bucHing of lndividul trus wcb lndff crErd ltMbtrs trly. Addifiml tmpoEry and pomncnt bracirE is alweys EqulEd ior gleumy and to pGE n @[rps f,itr posible pcrsEl iniury and pop€rty dimag6. Fd gffil g.id.E r€garding th€ fabricdon, EtoEgo, dcliwry, eredioa and bEdng ot truss and tru$ sysloms, s A,SUfPfi Auafily Ct frl IrSB{ ed BCS Eorrdhg Cmponat S.My lnfomdq aEilabls ftm Trus! Plato ln8lit]te, 2'18 N. Lee Slrost, Sqite 312, Alosdri!, VA 2231,a. rffi MiTek' Mifok USA. |rc. 4{X} Sunris Awnu6, Suile 270Rnsdh CA qffi1 1 Job 263s19 lr* l** lTruss Type lco*'*ne,t- otv 1 Plv 2 Knighl Constvction Rm452192 Job Ref6rence (ootional) Fl@r. lnc, Harishrrg,8.320 s Nov 19 2019 MiTek lD:Ga/ClMoqwtPkn-CrupecdKyCrZF-HKEe)dd.lOTdtcOprmK0qAaq\i,/sdELrca)(ARNEltlt6x4l &11 21-14 IHIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4-10€ 4-10€ l.oo Fz 5(6 -- 19 44-12 5x8 -- BRACING. TOP CHORD BOT CHORD 1 4x4 -- 6 Sele = 1:42.0 7 20 3)6 -- 5 3$ -- 5xB 5x8 '18 I:dJd LOADINC (psf) TCLL TCDL BCLL BCDL LUUBER. TOP CHORO BOT CHORD VvEBS 13 4xlO ll 12 $(8= 't1 10x12 = I 56= I 4x10 ll 5x8 5x6 21-14 PLATES MT2O GRIP 2201195 DPIRES: 0613012021 December 3,2019 25.0 7.O 0.0 . 10.0 2x4 DF No.1&Btr 2x10 DF SS 14 DF No.Z Weight:340 lb FT = 20% Structural wood sheathing diredly applied or So.0 oc putlins. Rigid ceiling dircdly apdied or 1o-G0 oc bracing, Except: SGo oc bracing: 10-11,s10. OREGON ER 1 REACT|Oi{S.(lb/size) 1=2892/Gt8, 7=1696/G$8, 10=10184/G$8 (rcq. C$1 1) Max Hotz 1=3qLC 12) Msx Uplift 1-81s(LC 12),7=-487(LC 13), 10:2811(LC 9) Ma:< Grav 1=3040(LC 221,7=179A(LC 21), 10=1063a(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shourn. TOP CHORD 1-2=s1o4,11379,2-3:169&460, U=484.t27't1,+s=-1'11U4363, 5$:7$/2680, S7:1508/400 BOT CHORD 1 -13=-128U48/.5, 12-13=-1288A84.5, 1 1-1 t-390/1 588, 1 G1 1:261Om 4, 9-1O--2496n27, &9:3251 1 422, 7 -8:3251 1422. WEBS 2-13:558/2098,2-12:31871951,T12:1O7U1O09, $11=-498S1354,4-11-49511782, +10.-.1,42011 167, 510:24051672,'9:560/2065, C9-39891 085, &.8=-639/2404 I{OTE9 1 ) 2-ply truss to be connedod tog6th6r with 1 0d (0. 1 31 13) nails as fdlors: Top chords conneded as follors: A4 - 1 ro , at G90 oc. Bottom cfiods conneded as follows: 2(10 - 2 rows staggered at 0"$0 oc- VtJebs connect6d es follorvs: a(4 - I Iow at G90 oc. 2) All losd6 are considerBd equally applied to all plies, except if noted as frcnt (F) or back (B) face in the LOAD CASE(S) section. Ply to dy conneclions have b6en prorided to di$ribute only lcds noted as (F) or (B), unless otheNise indirlated. 3) Unbelanced roof live loads haw been mnsidered for this d6ign. 4) VMnd: ASCE 7-10; Vutt=12omph (lsecond gu$) Vasd=gsmph; TCOL=4.2psf; BCDL=3.op€[ h=25n; Car. ll; E]p B; Endosed; MVIFRS (envdope) and GC Extorior(2) G2Jl2lo}2:l2,lnt6rior(1) 3.2-1210 1$,0-0, Exterio(2) 1&G0 to 1GG0, l/rterio(1) 1HF0 to 2S94 zone; cantilerer l€fr and rigH expos€d ; end vertical l€!ft and dght exposed;Gc for tnembers and brces & MWFRS for redions showni Lumb€r DOL=1.60 plate grip DOL=1.60 5) This truss hes been designed for a 10.0 psf bottom chord li\rB loed nonconcunent with any other liv6 lo€ds. 6) 'This truss has been designed for e liv€ load of 20.0pst on the bottom chod in all arBes where a redarEle &&0 tall by 2-G0 wide will fit b€twecn the bc{tom chord and any other membors. 7) WARNING: Required bearing size at joint(s) 10 greater than input boeting size. 8) Provide mechanical connedion (by others) of truss to beariry plate capaHe of withstanding 1 00 lb uflif, at joint(s) except 0l=lb) 1=815,7-187, 10=2811. LOAOCASE(SI Standard 1 ) Deed + Roof Li\re (belanced): Lumber I ncr6ase=1.'l 5, Plate I ncrease='l . 1 5 sPAGtl{G- 2-G0 Plare Grip DOL 1.'15 Lumber DOL 1.15 Rep Stress lncr NO Code lRC2015/TP12014 csr. TC BC WB t,EFL. Vert(LL) Vert(CT) Horz(CT) in (loc) -0.06 12-13 -o.10 12-130.02 7 l/def, >999 >999 nla Ud 240 180 nle Matrix-MS 0.40 0.39 o.41 [WanXWA - v.Aty dBlgn patametss end READ NofEs oN THls AND IN1LUDED HTTEK REFEREHcE PAGE Mil-7473 rcv. 1ofr3/2o15 BEFoRE usE. Do!*gn Etrd lof u$ mly with MiTd@ mnedm. Thh dBigo i! basl dly (non paEmctc ,rM, end i3 lb. an indivitual brilding mpono,il. n t a tru$ rystem. BaEG u&, lha buit mg dssEffi mli wdfy fic applicetilly ot &silrn paEm€lm 8od propoo iMrpoclc lhis dlrion ido th. ffil buildhg dqiign. BmJng lndlcated ir to pcE n buclding of hdividEl lru$ ueb 8nd,/ff dwd lmbeB mly. Addilional tmpoIary and pomansfil bacirE i8 shDayt requind tbI dabllity 8nd to prqErt @lhps witl po$ibl6 porsd iniury and prepony drmags. Ftr gsnml guidan@ Egardlng thE fab*;8tlon, C@gs. d.liEry, oEdkm and bradng otlrusr and lrus sydomE, s ANSllfHl Aqt ry Ct .|idq OSB{C.rd BCg &itfng Cqpaoat ffi MiTek' MiTEk USA. |rc. ,lO0 Suri$ AEnw, Sulr 270 Job 263919 fTruss l** lrruss rvne lcoflmn Clrder otv Plv 2 R60452192 Floor, lnc, LOADCASE(SI Standard Uniform Loads (d0 Vert: 1.4=64, 4-7:64, 1-7:514(F=a94) s l D :GZVClMoqwl Pkn-CrupecdKyClZF-HKEe)dNQTdtcQpmKoqAaq\i\fsdELm)(ARtDe i,lycx4l fWAAruXe - V*ty design p.nmotF.nd REAO NofES ON rfrs aNO INCLUOED NIIEK REF1RENCE PAGE Hll-7173 t6v. fin3no$ EEFORE USE. Design Elid lb. @ onty sith MiTokO @nnscloE. This d6ign is ba$d only Lpon pE€m€toE *rryn, and i! br an individusl bdlding mpoiont, nd a tru$ !ydm. B€foE u$, th! buik ing designcr must wrfy the applieHlily of doalgn paEm"totr and pEporly herporate thB d$ign into th€ orcmil building dcr{rn. B6dng indir.d iE to plsnt budding of hdivid@l lrus wob andor chord mombeG only. Additionsl tompoEry and p€msnert b.Ecing E alwyr cquiBd for staulity End to prewnt 6[rp$ witr posible prrMel iniury aard preparty damgc. Fd geneEl guidane Bg8rdhg th6 Srl*y tnlffioi .Eihbb rm T,w Pbt6 lnltit lo, 218 N. Le grEt, Suite 3'12, AhErdrt8, VA 2231,a. r[i MiTek' MiTok USA lrc. rO0 Sunris AwnuE. Suile 270 Symbols PLATE LOCATION AND ORIENTATION t\i'Center plate on joint unless x, y ofrsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, 0- For 4 xZ orientation, locate plates 0- 14d'from outside edge of truss. This symbol indicates the required direction of slots in conneclor Plates. 'Plate location details available in MiTek 20/20 softYnare or upon rcquest, PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION lndicated by symbol shown and/or by text in the bracing seciion of the output. Use T or I bracing if indicated. BEARING lndustry Standards: ANSI/TPI1: National Design Specification for Metal Plate Conneded Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety lnformation, Guide to Good Practice for Handling, lnstalling & Bracing of Metal Plate Connected Wood Trusses. l-]-T ,l L BOTTOM 6 JOTNTS ARE GENERALLY NUMBEREO'LETTERED CLOCKYUISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHOROS AND WEBS ARE IDENTIFIED BY END JOINT NUt'BERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-'|3't 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1 397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shorn. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. @2012 MiTek@All Rights Reserved Numbering System 1 6-4-8 2 TOP CHORDS dlmentlons shown ln ft-ln{lxteenthc (Drawings not to scale) 3 4 ouoIo o-oF otoIo o-oF 57 WEBS A General Safety Notes Failure to Follow Could Cause Property Damage or Personal lnjury 1. Addltional stability bradng for truss system, 6,9. diagonal or X-bracing, is ahilays rcquired. S6s BCSI. 2. Truss bracing must be designed by an engineer. For wida lruss Epacing, indlvidual lat€ral brac$ themselvEs may r€quire bracing, or altemativg Tor I bracing 3hciJld be con8idered. 3. Never oxcaed the slack malerials on dssign loading shorvn and nev€r r inadequstely braced trusses. 4. Provide copies of this truss design to the building dosignsr, ereclion supervisor, property orvner and all c,ther intcrested parties. 5. Cut momb€rs to bear tightly against eacfi other. 6. Placa plates on each faco oflruss at eacll joint and smbed fully. Knots and wane at ioint locatims aro regulatod by ANSUTPI 1. 7, Dssign assumes tnrsses will bc suitebly prot6cl6d from lho onvironmont in accord with ANSI/TPI 1. 8. Unloss otherwise notod, moisture content of lumbor shall not Exceed 1 9olo al time of fabrication. 9. Unlass oxprGssly not8d, this dosign 16 not epplicable for use with fir6 retardant, pr€3ewdive treatcd, or gre6n lumb€r. 1 0. Camber is a non-struclurel considoration and is ths rosponsibility of truss fabricator. General practice is to camber for dead load defledion. 1 1. Platc type, Bizo, ori€nlation and locetion dimensions indicalod er€ mlnimum plating requlrsments. 1 2. Lumbsr us€d shall be of the spocios and 3i26, and ln all respecls, equal to or better than lhal !pecmed. 13. Top chords must b€ sheilted or purlins provided 8t spacing indicated on design. 14. Bottom cfiord8 requiro leteral bracing at 10 fi. spadng, or less, if no cailing is lnslaned, unl€$ otherwise noted. 1 5. Connections not sho/rn are the responsibility of othors. 18. Oo not qrt or alter truEs member or plats without prior approvel of an engineor. 17. lnrlall and load vortically unless indicaled otheMis6. 18. U8e of green or treetod hmber may pose unecceptsblo enyironmental, health or porformance risks. Consultwith Project €nglne€r be{oro use. 19. Review all portions otthis design (front, bsck, wordg snd pidures) before u36. Reviort/ing picturos alone is not suf,icient. 20, Design a$umes manufadura in accord$ce with ANSI/TPI 1 Quality Criteria.MiTek. MiTek Engineering Returence Sheet Mll-7473 rev. 10/03/2015 lndicates location where bearings (supports) occur. lcons vary but reaction section indicates joint number where bearings occur, Min size shorvn is for crushing only. I N N Luo oo I(oo I$ N oo Ioo I(o N 9-08-00 Existing Trusses 26' oo I(oo I . lndicates Left End of Truss aoat PO BOX 84 Harrisburg , OR 541-9956311 rolcotruss.corn Knight Gonstruction Addtion/Remodel 3525 Yolanda Ave. Springfield, OR 97477 Loading: 25-7.{J,-101?lfi Spacing:21"o.c. Roof Pitch: 4tl2 Ceiling Pitch:Flat Overhang: f,4.t Rod re =2e8.,u RELc;O I zvN,ZD- Walls:2x6 2639-19 F"--'_ t- Reaclions Since 1973 PO Box 84 Hanisburg, OR 97446 voice 541.995.631 1 fax 541.995.61 1 1 W\AM/.RELCOTRUSS.COM SPECIAL NOTES: Daemon Knight 541-953-9022 kn i ghtconstruction@q. com PO Box 675 Walterville, OR 97478 SOLDTO snrp ro Addtion/Remodel 3525 Yolanda Ave. Springfield, OR 97477 JoB NAME Knight Construction TRANSAcToN# 2639-19 srerus Quote PO* sALES REP Kurt Buford REQUESTEO DEL DESTcNER Kurt Buford CONTACT zvNnaD-FltELc,o^tlurs Roof Loading Floor TC Live:TC Dead BC Live:BC Dead:TC Live:TC Dead:BC Live:BC Dead: 25 7 0 10 Building Code \Mnd Design Method Exp Cat Occ Cat Velocity TC Dead BC Dead lRC201s/TP12014 MWFRS (Envelope)/C-C hvbrid Wind ASGE 7-10 B ll 120 4.2 3 Component ltem - Roof Trusses QTY DIAGRAM PLY PITCH I.ABEL (Shlpplng) Bas. Smn HEGHT SPAN LUMBER RCACNOilS Joid 2 2Q. -t t8 Jdn 3l 1t7 -a Joid 32 112 3l 112 -29 M -29 Jdnl 33 Joiht 34 Joint 35 $ -.'rilIllttr-1 1t12 A1GE +07-15 25-O0-OO 2x1 (il)3-11)'t't 3 -3t t0t -27 127 -5t J*r 3A 104 -1,t Jotuft 29 117 -26 Joid 28 1't2 -32 J.inZ2 I O,a {3 J*n 30 t0a 25 Jd* 20 292 -126 Jdrt 26 112 -29 Jdrt25 tt3 -31 Jd{ 23 t27 -51 Jdnt ?7 J(ir 24 t06 -n 112 :29 A 4 4t12 P2. (H)3-11) +07-15 25-OG6O 2\4 Jdil 2 1220 -112 Jdrt 6 1220 -112 ,]l, 4 h2 A3GR 2x4 /t-07-15 2&fiL00 2x1o Joinl I 3040 Joifr 'l 0 lm34 -281',l Jdd 7 I 790 -l.A7-815 12l2DO1g 3:38:OS PM Kurl Butord - KB 'lsl 1