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Home My WebLink AboutPermit Building 2020-02-14SPRINGFIELD OREGON Web Address: www.springfi eld-or. gov Building Permit Commercial Structural Permit Number: 81 1-19-OO1983-STR IVR Number: 811043231541 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 54t-726-3753 Email Address : permitcenter@springfield-or.9ov Permit Issued: February L4,2O2O TYPE OF WORK Category of Construction: Residential Type of Work: New Submitted Job Value: $222,223.68 Description of Work: New 4-unittownhouse, Lot 5 Ronald Park - Note: changed to townhouse construction under ORSC. Worksite Address 1890 17TH ST Springfield, OR 97477 Parcel L703252402900 Owner: Address KWAKE PAUL PO BOX 238 CHESHIRE, OR 97419 LICENSED PROFESSIONAL INFORMATION Business Name SEE PROPERTY OWNER INFORMATION - Primary License Owner (Property) License Number OWNER Phone PENDING INSPECTIONS 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 authoriw to violate or cancel the provisions of any other state or local law regulating constructlon or the performance 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 (503) 232-t987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O1O (Structural/Mechanical), ORS 479.540 (Electrical), and ORs 593.o10-o20 (Plumbing)' Printed on: 2/14/20 Page 1 of 3 C:\myReports/reports//prcduction/01 STANDARD L-_ {fi JOB SITE INFORMATION Permit Number; 81 1-19-001983-STR Inspection 1999 Final Building 1999 Final Building 1260 Framing 1090 Street Trees 1110 Footing 1120 Foundation 1160 UFER Ground 1460 Insulation 1530 Exterior Shearwall 1550 Firewall/Fire Resistance Rated Wall L7L4 Fire Sprinkler Rough 1720 Fire Sprinkler Final 1996 Final Inspection - Planning Inspection Group Struct Com Struct Com Struct Com Struct Com Struct Com Struct Com Struct Com Struct Com Struct Com Struct Com Struct Com Struct Com Struct Com Page 2 of 3 Inspection Status Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Prinled oni 2ll4l2o 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. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811043231541 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Page 2 of 3 C: \myReports/reports//production/0 1 STAN DA RD SCHEDULING Permit Number: 81 1-19-OO1983-STR Page 3 of 3 Fee Description Technology Fee SDC: Total MWMC Administration Fee - Local SDC: Total Transportation Administration Fee SDC: Reimbursement - Transportation SDC SDC: Reimbursement Cost - Storm Drainage SDC: Improvement Cost - Storm Drainage SDC: Reimbursement Cost - Local Wastewater SDC: Improvement Cost - Local Wastewater SDC: Total Sewer Administration Fee SDC: Improvement - Transportation SDC SDC: Reimbursement Cost - MWMC Regional Wastewater SDC SDC: Improvement Cost - MWMC Regional Wastewater SDC SDC: Compliance Cost - MWMC Regional Wastewater SDC SDC: MWMC Credit - Regional Wastewater SDC SDC: Administrative Fee - MWMC Regional Wastewater SDC SDC: Total Storm Administration Fee Fire SDC - New Com Construction Sq Ft fee - enter sq ftg Structural building permit fee Structural plan review fee Willamalane fees - Single Attached, per unit State of Oregon Surcharge - Bldg (L2o/o of applicable fees) 31 1.05 760.36 760.24 775.28 LL27.O2 6820 3359.6 508.98 L4446.87 543.72 6483.4 91.28 -907.35 10 95.17 2952 Quantity Fee Amount $13s,9s $3 1 1,05 $760.36 $760.24 $776.28 $t,t27.02 $6,820.00 $3,359.60 $s08.98 $L4,446.87 $543.72 $6,483.40 $91.28 $-907.3s $10.00 $9s.17 $324.72 $1,647.88 $L,07L.t2 $ 16,688.00 $L97.7s $55,252.04 4 Total Fees: Construction Type VB VB Printed ont 2/74/20 Occupancy Type R-2 multiple family U Utility, misc. Unit Unit Cost Sq Ft $112.76 Sq Ft $48.73 Total Job Value: Job Value $ 138,018.24 $84,205.44 $222,223.68 C : \myReports/reports//production/01 STAN DARD Unit Amount r,224.00 r,728.00 Page 3 of 3 PERMIT FEES VALUATION SPRINGFIELD # OREGON www.springf ield-or.gov Worksite address: 1890 1 7TH ST, Springfield , OR 97477 Parcel: 1703252402900 Transaction Receipt 81 1-19-001983-STR IVR Number: 81 1043231541 Receipt Number: 472195 Receipt Date:8127119 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 perm itcenter@spri ngfield-or. gov Fees Paid Account codeTransaction Units date 8127119 1.00 Ea Description Structural plan review fee 224 -00000 - 425602- 1 030 Fee amount $1,071.12 Paid amount $1,071.12 Payment Method: Check number:6494 Payer: KWAKE PAUL Payment Amount:$1,071.12 Cashier: Chris Carpenter Receipt Total:$1,071.12 Ptinled: 1 I 17 120 Z:28 pm Page 1 of 1 Fl N_Tra nsaction Receipt_pr CIrv or SpnnvcFIELD, oREGON Structural Permit Application I-,,^"r\)- Ntr, D rtl No r.! evt C,e Nq!& flgu:6es 1- ^(*\nL \)r'{ t* lt, Ph^../lq*^^*) W,- 6we LDt? ?e sugrn irre D HoebES 10 hWurCtr'r 0 K NGFIETO 'fr 225 F ifth Street . Springfi el d. OR 9? 4'7'l . PH(s 4 I )7 26 -3753 0 FAX(54 I )7 26 -3 689 OREGO This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days suspended for 180 days. 7 or if work is \ DEPARTMENT USE ONLY Perrrit no.: $ i1- /?D-S oate: fl22/1g LOCAL GOVERNMENT APPROVAL Date: This project has final land-use approval. Signature: Date: This project has DEQ approval. Signature: Zoning approval verified: ! Yes E No Property is within flood plain: fl Yes n No CATEGORY OF CONSTRUCTION ! Residential ! Govemment n Commercial JOB SITE INFORMATION AND LOCATION Job site address: Cityt f pn/ t/4 lz .s l/)State:zw{7 y Subdivision Lot no. Taxlot: C)}q@Reference: \-? D3a5rq PROPERTY OWNER Name: Address: City: Fax:Phone: f 1/ E-mail: this application:'sBuildingOwner Sign f] ttris ffror?u,i", f. aefi {r aeon residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701 .01 0. GONTRACTOR INSTALLATION Business name: Address: f)Ut4/'{/ State:ZIP:City:l-/ r - .' Phone:Fax: E-mail: CCB license no. Print name: Signature: Mechanical FEE SCHEDULE 1. Valuation information il Occupancy 22.tl) Other information: Cost per square foot: Square feet: Construction type: 'r4) O0 Type of Heat: Energr Path: ! new f]alteration ! addition (b) Foundation-only permit? E yo E No Total valuation:e2Z 2. Building fees (a) Permit fee (use valuation table):$ /bct7d) (b) lnvestigative fee (equal to [2a]):$ (c) Reinspection ($ perhour): (number ofhours x fee per hour)$ (d) Enter 127o surcharge (.12 xl2a+2b+2cl):$ (e) Subtotal offees above (2a through 2d):$ 3. Plan review fees (a) Plan review (65% x permit fee [2a]):$ bTtG (b) Fire and life safety (65% x permit fee [2a]):$ (c) Subtotal offees above (3a and 3b):$ 4. Miscellaneous fees (a) Seismic fee, 1o/o (.01 x permit fee [2a]):$ (b) Tech fee,5o/o (.05 x permit fee[2a]+PR fee [3c])$ ?n2"/9IOTAL fees and surcharges (2e+3c+4a+b): SU B.CONTRACTOR INFORMATION Name CCB License #Phone Electrical Plumbing Last edited 5-5-2019 BJones tQn\LJ,.r/S \q 7A State: oft Z\POTt/ (a) Job description: fuIITek. MiTek USA, lnc. MiTek USA, lnc. 400 Sunrise Avenue, Suite 270 Roseville, CA 95661 Telephone 91 6-755-3571 Re:2146-19 PauI Kwake The kuss drawing(s) referencedbelow 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: R59561038 tIru R59561041 My license renewal date for the state of Oregon is June 30,2021. 87022PE q/ ER 1 September 17 ,2079 Hemandez, Marcos IMPORTANT NOTE: fte seal on these buss component designs is a certificationthat the engineer named is ricensed in the jurisdiction(s) identified an-d that thedesigns comply with ANSt/Tpt 1. These designs are tasea upon parametersshown (e.ga, loads, supports, dimensions, shJpes and design codes), .nicn *er"given to Mirek or TRENCO. Any project specific intormation indud6d is ror trritlk,s orTRENCo's customers fire reference purpose onry, and was not taken into account in theP'ep..'Tti9.! of these designs- Mirek or TRENCO has not indepenaenuy uerm.J ii-,'" - ;.ffll=ll,g gl9_" !9s1sn g1ralgters or the.desisns for any particutar buitding. B.Lr. ,"",rne Dulotng destgner should.verify applicability of design paramelers and prof,ertyincorporate these designs into the overail buiriing d;s"ign'per ANSr/Tpr r,'cnlpt6r z. Takeoff SOLD TO TRANSAcIoN# 2146-19 STATUS QUOTE PO*frvz\"a>-FtELc;g^ IRUSS Since 1973 PO Box 84 Harrisburg, OR 97446 voice 541.995.6311 fax 541 .995.6111 WWW.RELCOTRUSS.COM SPECIAL NOTES: Paul Kwake: (541) 915-6736 pa u lk\^ra kesr@g mai l.com PO Box 238 Cheshire, OR 97419 Roof Tru SSES snrero Building B Springfield, OR 97477 JoBNAME Paul Kwake sALES REP Hunter Jelden REOUESTED DEL DESTcNER Hunter Jelden CONTACT STUB LEFT RIGHT QTY PLY P]TCH LABEL (Shipping) Ease SP, HEIG}IT SPAN LUMBER OVERHANG LEFT RIGHT CANTILEVER LEFT RIGHTDAGRAM 2 6 t12 AIG (e-1 1-15) 3{4-03 35-10{4 2x4 1{4-00 23 6 112 A2 3t10-04 2x4 1-04{0 (9-1 1 -1 5) 9-04-03 -flflTllh*6 t12 B1G il8-03 21..WO 2x4A26 t12 B2G 3{0-.03 10-OB-OO 2x4 28 2560BF 939.02 Items Sz'E LENgTH LABEL TOTAL SELL QTY TYPE Jd BIocks 2x4 Solid Block 1-10{7 2x4 Solid Block Blocks 2x4 Vented Blocks 1-10{7 2x4 Vented Blocks't8 56 Hmger One RT7 One RT7 $128.00 Terms and Conditions of Sale - Please Read RELCO is a material supplier, not a sub contractor. By signing, customer has verified and agrees 1o all quantities, specifications and dimensions of the kuss package. RELCO guarantees material and workmanship. When factory eror occurs, we must be given the opportunity to make repairs. Do not cut, alter, or use damaged kusses without engineering approval.NO BACK CHARGES without approval. RELCO wams that trusses can cause property damage or injury if impropedy installed or braced- lt is the custome/s responsibility to provide access to the jobsite. Trusses are made to order, you may be subject to a charge on cancellation. Crane time c*rarge is $200. HR Accepted by DATE: FoE Walk-ln Relco 30153 Substation Dr Harisburg OR 97rt46 Quotes Held for 14 Days frorn Quote Date All invoices oaid bv credil card are subiect to a 2% QUOTE DATE: 911712019 Delivery lncluded $4,525.00 Phone(gl)99S311 9/1712019 4:16:06 PM Hunter Jelden - HJ 1of 1 .*nflllllllfir,* Grand Totall M M N6 oooo @ 36-00-00 o o(f o* v lndicates Left End of Truss Roof Area =1979.67 frtssRELCO Paul Kwake Building B Springfield, OR g74TT Loading : 25-7 -0'1O=42# Spacrng: 24'o.c. Roof Pitch:6112 Overhang:76" 2146-19 PO BAX 84 Harrisburg , OR 54r-99s.63r, a2,\-4>- Watis:k6 M M M 41G atv 2 Plv 1 R59561 038 4G19 Type Supporied Gable Relco Roof and lnc,-97446.s Aug 28 2019 Milek Tue Sep 17 1 Page 1 lD:ocGidQve?1 uVSnuhyaYh Gyycesi-zl lPvFDBqaV-6GviQ gvhCVxh 9Rg o-Kke8Hw-rycevW Scle = 1:20.0 4\4 4 6,00 ht 2 5 15 14 16 7 cI d Tol+ 10 12 11 10 '1G.8-O Is 3x4 : 3x4 DEFL. Vert(LL) Vert(CD Horz(CT) in (loc) Vdeff L/d nla - nla 999 nla - nla 999 0.00 7 ila nla SPACING- 2-0-0 Plare Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC20'15/TP12014 Matrix-S 0.05 0.03 o.0" LoADING (pso PLATES MT20 GRIP 2201195TCLL TCDL BCLL BCDL 25.0 7.0 0.0 " 10.0 LUMBER- TOP CHORD BOT CHORD OTHERS 2x4 DF No.1&Btr 2x4 OF No. 1 &Btr 2x4 DF No.Z BRACING. TOP CHORD BOT CHORD Weight 42 lh FI = 20% Stuctrral wood shealhing direcUy applied or 6-0{ oc purlins. Rigid ceiling directly applied or l GGO oc bracing. E OREGON EH REACTIONS. All bearings 10€{. (lb)- Max Horz 1=25(LC 9) Max Uplift All uplifr 1 00 lb or less at joint(s) 1, 7, 1 1, 1?., 9, I MaxGrav AJI reactions250 lborlessatioint(s) 1,7, 10, 11,12,9,8 FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except Mren shol /n. NOTES. 1) Unbalanced roof live loads have been considered for this design- 2) Wind: ASCE 7-10; VulFl20mph (&second gust) Vasd=gsmph; TCDL=4.zpst BCDL=3.Opsf; h=25ft CaL ll; Exp B; Enclosed; tv{WFRS (envelope) and C€ Come(3) 0{{ to 3{{, E}rerio(2) 3-0-0 to 54{, Comer(3) il{ to 8-4{, Enerior(2) 8-4{ to 10€-0 zone; cantilever lefl and right exposed; end vertical left and right exposed;C-C ficr members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate Srip DOL=1.60 3)Trussdesignedforwindloadsintheplaneofthebussonly- Forstudsexposedtrowind(normaltotheiace),seeStandardlndustry Gable End Details as applicable, or consult qualified building designer as per ANSI/Tp| 1. 4) All plates are 1.5x4 MT20 unless otheuise indicated. 5) Gable requires continuous bottom chord bearing- 6) Gable studs spaed at 1-4-0 oc. 7) This tuss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3l.6{ tall by 2-0{ wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (byothers)of trusstobearing plate capableof withstanding 10Olb upmatjoint(s) 1,7, 11, 12,9,8. 1 EXPTRES: 0$re0/2021 September 17,2019 \waanxe ' v*ity d6ign pnhele9 ahd READ NorEs oN THts AND ,N}LUDED MttEt< REFEREN}E pacE Hil-7173 N. 10n!201s BEF}RE usE.o$ign E'd for-us qly with Mire@ @nne&E. Thh d6_ign is ba*d mly upon paBmets sht)m, bd is for an indMduat buitding omporent. nola t'us sFtm. gs{Drc use, tE bsildirB dsilrer must sil sle appti€ut{ ot ceign Frtrtffi ard pcp!+/ rnspcEte ttrs ce[n irti uc mttbuilding dBign. Bnciig indi€ted is to prcwnt buciding qf indiviouit rus ieo ano-o, .*roro -"r-1"" ,i"ilX;t;;ii;.p"-,y and p6maent b-cihg :_"}3::q.r:_1q:F. llrty odfo pEqt olapse *h pasibte peMat injury ild pEp6rty damaga. ro, gpn";igr6ae ,.€ardins th"@nmon sEge. oe|rery. eEdion and bEcing oJ tuss and tsuss syslems, s _ .. axsaen Ontt!, cadra, osa-ei ai E*t eunanE c*tpa-tsa&q/ ktom.t'@ avaiaHo aom Trus pru rrsu'trc, zrg n- L* st6"t, sria 314 a*dria vA 2Eia. - -'-- UEErslltt F'"4iTek Mifek USA, lnc. 400 SunriE Avenug. Suils 270 3 csl. TC BC WB R59561039 Supported Gable 6.m F 2T 5U 24 4x4 = 8 23 21 tue SeP 17 16 Page Scale = 1:37'5 15 3x4 = Is Aug 46-19 OR Root lnc, I7 10 6 31 11 4 ,o 11 IYo$! 20 5x6 3x4 19 '18 SPACING. 2-O{ Plare Grip DOL 1.15 Lumber DOL 1 .15 Rep Stress lncr YES Code lRC20l5/TP12014 Mabix-S csr. TC 0.05 BC 0.03wB 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Ydefl Ud nla - nla 999 nla - nla 999 0.00 15 nla nla LOADING (ps,PLATES MT2O GRIP 2201195TCLL TCDL BCLL BCDL 25.O 7.0 0.0 * 10.0 LUMBER. TOP CHORD BOT CHORD OTHERS 2x4 DF No.1&Btr 2x4 DF No,1&Btr 2x4 DF No.2 BRACING. TOP CHORD BOT CHORD Weight 114 lb FT =20% Structural wood sheathing directly applied or ffi4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing- REACTIONS. All bearings 21-4{. (lb)- Max Horz 1=-49(LC 8) Max Uplift All uplift 100 lb or less at jcint(s) 1, 23, 24, 25, 26, 27, 28, 21, 20, 19, 1 8, 1 7, 1 6' MaxGrav Allreactions2S0lborlessatioin(s)1,15,22,23,24,25,26,27,28,21,20,19,'18,17,16 FORCES. (tb) - Max. CompJMax. Ten. - Att {orces 250 (lb) or tess except when shown. NOTES. 1) Unbalanced mof live loads have been considered for this design. 2) Wind: ASGE 7-10; VulFl2omph (Ssecond gust) Vasd=95mph; TGDL=4,zpsl BCDL=3.opst h=25fi; Cat. ll; Exp B; Enclosed; MWFRS (envelope) and C4 Come(3) 0-0-0 to 3-0{, Exterio(2) 3-0-0 to 1BO, Corner(3) 10€-O to 13{-0, Enerior(2)'13€4 to 21q zonei cantilever left and right exposed ; end vertical left and right e.posed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 .60 plate grip DOL=1.60 3) Trussdesignedfbrwindloadsinlheplaneofthetrussonly. Forstudsexposedtowind(normal tothefuce),seeStandardlndusby Gable End Details as applicable, or consult qualified buiHing designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless othewise indicated. 5) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4{ oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 8) ' This fuss has been designed for a Irve load of 20.0psf on the bottom chord in all areas where a rectangle &.6-0 tall by 2{{ Wde will fit between the bottom chord and any other members. g) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1,23,24,25,26, 27, 28, 21, 20, 19,'l 8, 17, 16. 10) Beveled plate or shim required to provide full bearing surface with truss chord at ioint(s) 1, 15. DPTHES:0sft08021 September 17,2019 i\WenNWA . Verify d$ign .t,@#6 and READ NOTES ON TH1S AND \NCLLTDEO MTTEK REFERENCE PAGE Mil-7173 d.1O/O!2t15 BEtuRE USE- Osign Eld for E only with Mifek@ @fin6to6. Thb d6ign is based onv upon paEmeteG sh(M, and is for an individual building mmporenl, rct a tru$ s,stm. B€fqe E, the hitdi.E C.€Qrer musl wi{y the appliebilit} qt d6ign prffi-te€ ild pEp.rty iHrpsale lhs Csqn iBts tlE offill buildiBg d6ign- BEcing indi€tEd is to psvent buciding of indMdual tsuss web and,lor cfErd msmbB6 only. Additional lempoEry and pomaneni hEcing is atrays EquiEd hr stabiity dd to pEvent @tlsps6 with possible pesnal injury ad prcperty damag€, For g€neEl guidane Egarding th€ fabridtion, slorage, deliwry, e@tio and bEcing of tuss and tES systere, e ANStfPll Qualw Crtasra, OS8-89 ard BGSI Bvildirtg ComPon@t Szlety ,nfomil;@ aEiable from Tcs PIaE lnstiurb, 218 N- Le Slrest Suib 3lZ AlBxedria VA 22314- fIIT' tYtt!= FvliTek MiTek USA lnc. 4O0 Sunrise Avenue. Suile 270 1 Kwake R59s61040 atv 2 Ply 141G Type Supported Gable Job 2146-19 Relco and Floor.Hanisburg, OR - 97446, 1 0-4 17-104184-O 6.00 F' 5,643x6'z 13 11 12 55 5zl 53 52 51 50 49 4A 47 45 45 5x6 16 3x5 18 57 &6 :\ 2o z't 2210 )1I I 257 26 zt 4 58 29 28 5 3 30 2+o, q5-41 ,$ 42 5Xb - 41 40 39 38 37 36 35 34 33 32 31 .t0-4 csl. TC BC WB Mabix-S 0.08 0.02 0.08 DEFL, Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) l/defl Ud 1 nlr 120 1 nlr 90 30 nla nla SPACING. 2.04 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC2O"l5/TPl2014 LOADING (ps0 TCLL 25.OTCDL 7.0 BCLL O.O 'BCDL 1O.O PLATES MT2O GRIP 220t195 REACTIONS. All barings 35-10-4. (lb) - Max Horz 2=90(LC 9) MaxUplift All uplift100 lborlessatjcint(s)44,45,46,47,4a,49,50,51,52,53,54,55,42,41,40,39, 38, 37, 36, 35, 34, 33. 32, 31, 2 MaxGrav All re€ctions250 lborlessatioin(s)30,€,44,45,46,47,48,49,50,51.52,53,&,55,42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 2 rcRCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 15-'16=83/251, 16-17=€3i253 ,NOTES- 1 ) Unbalanced roof live loads have been considered for this design- 2) \Mnd: ASCE 7-10; VulFl20mPh (Ssecond gust) Vasd=gsmph; TCDL=4.2psf, BCDL=3.0psl h=25ft CaL ll; Exp B; Enclosed; iVIVVFRS (envelope) and C€ Come(3) -1{ to 24{, Exterio(z) 2{-O to l8{-0, Come(3) 1&04 to 21-ru, Exrerio(2) 21-7-O to 35-'10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS ficrreactions shown; Lumber DOL=1 .60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the russ only. For studs e&osed to wind (normal to the face), see Standard lndustryGable End Details as applicable, or consufi qualified building designer as per ANSI/TpI i" 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requirs continuous bottom chord bearing. 6) Gable studs spaced at 1-4-O oc. 7) This truss hre been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads.8) ' This truss has been designed tor a rNe load of 20.opsf on the botrom chord in au areas where a rectangle 3-6-0 lall by z{{ widewill fit between the bottom chord and any other members. 9)Providemechanicalconnection{byothers)oftrusstobearingplatecapableofwithstandinglO0 lbupliftatjoint(s) M,45,46,47,4g,49, 50, 51, s2, 53, s4, 55,42, 41,40, 39, 38, 37, 36, 35, 94,,3, s2,31,2. Structural wood sheathing directly applied or &O{ oc purlins. Rigid ceiling directly applied or 104-0 oc bracing. 1 Row at midpt 1643, 1544,1742 I t rXPtnrS: 0613012021 September 17,2019 f,rii'ffirt MiTek' Mifek USA. lnc. 400 Sunrisg Aveuo. Sui16 270 Smle = 1:61-9 b LUMBER. TOP CHORD 2x4DF No.1&Btr BOTCHORD 2x4DFNo-1&BaOTHERS 2x4 DF No2 BRACING- TOP CHORD BOT CHORD WEBS Weight 262 lb FT = 20% R59561041Kwake Type Rel@ and Floor, lnc, 18 JX5 = s Aug 2019 lndustries, lnc.Tue SeP 17 9 eage t Scale = 1:61-B oR - 97446, .10-4 6-45 3XO - 6.00 li- 5x6 /z 19 22 20 5x6 \ 6 1.5x4 \\ 1-sx4 // 7 21 2 11 3x4 =10 5x8 = I 3x4 = 24 iAo 3x5 LOAD!NG TCLL TCDL BCLL BCDL LUMBER. TOP CHORD BOT CHORD WEBS NOTES. FoRcES. (tb) _ TOP CHORD BOT CHORD WEBS (psD 25.0 7.0 0.0 10.0 PLATES MT2O GRIP 220t195 2x4 DF No.l&Btr 2x4 DF No.1&Btr 2x4 DF No.2 !,.bh,::t 2=1ss3/0-s4, 8= lso4to.i._1zMaxHorz 2=9i(LC9) Max Uplift 2:119(LC 12),8:ios(Lc 1s) BRACING. TOP CHORD BOT CHORD WEBS Skuctural wood sheathing direcily applied or 37_g oc ourlins. T'911.::l'lg-1'.*"rv apptieo or r5-0; *;;;; " uw Psrilrs' I Kow ar midpt G10, +10 Weight 168 tb Ff = 20"/o PE OREGON REACTIONS. i=,,?#i#38#i!"ffi f ?Ji%ii:L.:Tii;jii,"J?su,.,ouu 2-1 1 :35 1 t24a}, fi _j 1 =_246n o0 1,-9- 1 0:2a0l 1 99 1, A_g :3il n44 1*10:204.11 167, 6-1 0:200/18a + 1 1 --46 t s25: r ;=-r-rrr,"Jj *' 6 -e:s e/4 9 6' 7- 9:360/1 4 3, 4 - 1 0 = -7 1 1 t 1 I 5, 1) Unbalanced roof live loads hzi w;no, adcE i-id;;;#;J:y:9^*n @nsidered ncr this dasisn. yilil"g:S57,#ff.ilifii^{:,'i:1l.i,ii#i r"!1zo"t BCDL=3 ,psr 11?qc.r ,,;Exp B; Enc,osed; ",11,_1on":hT"'1,il;;-d'o'91;^rl;'"'-l-"EiHJ,:i.,llimt]f:;i,1,"H3:#";?'l"}iliJ,:iil*r#l,H:"'";j f ff.H:5:$::f:X,!# l"I " 16.o p.io'"r[i'.rio"J r,"r*o nonconcurrenr w*h any other rrve roads. ,, l**f#:mlg#'*::.;.1ff'n'":',1';Hl:m"*ll-ltfu J:[::?fll, a recransre 3-6-0 ra,rby2i{ wide 2=119, 8=10i. ' -' ' rseuon (by others) of truss to bearing pr.i" Lprur" f; uhsranding .t oo tb uptift ar,ioint(s) except (it=tb) R 1 SPACING- 2+.0 Plate Grip DOL 1.15 Lumber DOL 1.j5 Rep Sbess lncr yES Code lRC2015/Tpt2014 Matrixir4S csr. TC 0.36BC 0.55WB 026 OEFL. Vert(LL) Vert(Cr) Horz(CI) in (toc) {,20 9-10 -0.34 S100.09 I l/defl >999 >QOO nla Ud 240 180 nla D0IBES: 0613&2021 September 17,2019 HE MiTek' 400 Sunriso Avenue.Suile 270 Mif6k USd tnc. 1 4 8 Ilt,fl u rm hmri m g ffiywten'm 1 64-8 I dlmensions shown In ft-ln-slxteenths JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. ESR-131 1, ESR.1352, ESR19BB ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSlffPl 1 section 6.3 These truss designs rely on lumber values established by others. @ 2012 MiTek@ All Rights Reserved WEBS o \, ot E() (LoF o x.oIo o- F 1 4 B 7 6 5 e (Drawings not to scale) 2 TOP CHORDS PRODUCT CODE APPROVALS ICC-ES Reports: MlTek Engineerlng Referenoe Sheel: Mll-7473 rev. 1010312015 r @.(! H{ -ffi ffienten"ml ffiafmty ftlmtew Failure to Follow Could Cause Property Damage or Personal lnjury 1 . Additional stabillty braclng for lrusB Eystem, e.g. diagonal or X-braclng, is always requlred. Ses BCSI, 2. Truss bracing must be designed by an enginesr. For wlda lru6s spaclng, lndividual lateral braces themselves may require bracing, or alternatlve Tor I braclng should be consldered. 3. Nevor sxcsed the design loading shown and nevor slack materials on inadequately blac€d lrusses. 4. Provlde coples of lhls truss deslgn to the bulldlng deslgner, etectlon supervlsor, property owner and all other ln[erasled partles. 6. Cut members to boar tlghtly againsl each olhor. 6. Place platos on each face of truss at each jolnl and embed fr-tlly. Knote and wane at jolnt locallons are regulated by ANSI/TPl 1. 7. Design assumes trusses will be sultably protected from the envlronment ln accord with ANSlffPl 1. 8. Unless othoMls€ notod, moiBlure oontenl of lumbar shall not exceed 19% at time of fabrlcatlon. 9. Unless expressly noted, thls deslgn is not applicable for use with firo r6tardant, p166ervativo lreated, or greon lumb€r, 10. Cambor 16 a non-structural oonslderatlon and ls the responslblllty of truss fabrlcator. General ptactlce ls to camber for dead load deflectlon. 11. Plate type, slzs, orientation and location dlmenslons lndloated Ero mlnlmum platlng requlrements. 12. Lumbor u6ed shall ba of tho speclos and slze, and in all reapects, equal lo or better than that speclfied. 13. Top chords must bo sheathed or purllns provlded at spaclng lndlcated on deslgn. 14. Bottom chorda require lateral bracing at '10 fl. spacing, or lass, if no colllng is installed, unless othorwise nolsd. 1 5. Conneclions not shown are the responslbillty of others. '16. Do not cut or alt6r truss membor or plato wlthout prlor approval of an englnesr. 17. lnstall and load vertically unless Indlcated otherwlse. 1 8. Use of greon or troated lumber may pose unaccoptabls envlronmental, health or performanoe rlsks. Consult wlth project englneer boforo us6. 1 9. Review all portions of thls design (lront, back, words and pictures) before use. Reviewing plcturas alone ls not sufflolent. 20. Deslgn as6um€s manulacture In accordance wlth ANSI/TPI 1 Ouallty Critoria. o_1 rf6 For4x2orie olates 0- 'hd' edge of truss rntation, locate from outside This sYmbol indicates the required direction of slots in connector Plates' ' :5flI:'i',11,'#?H ;;':'1" o'" in M ire k 2ol20 PLAIEiIZE 4x4 LATERAL BRACING LocATION lndicated bY sYmbol shown and/or bv text ln the bracing section of the output, Use T or I braclng if indicaied. lndicates location where bearlngs (suoports) occur. lcons varY but ieabiion sectlon indlcates jolnt numbor whore bearings occur, Min size shown is for crushing onlY The first dimension is the Plate width measured PerPendicular to slots. Second dimension is the length Parallel to slots. BEARING tndustrY ANSTTPI DSB.89: BCSI: of Metal Plate I Front Paoe SOLD TO snrero Building B Springfield, OR 97477 ToBNAME Paul Kwake LENGTH 1-1047 1-1047 rRANsAcroN# 2146-19 snrus Quote PO#RELc;o^ fEUSS Sincc'197i PO Box 84 Hanisburg, OR 97446 voice 541.995.631 1 fax 541.995.61 1 1 VWVW.RELCOTRUSS.COM szE B,ocks 2x4 Sotid Btock Blocks 24 Vented Btrccks Hanger One RT7 SALES REP HUNTCT JEIdEN REQUESTED DEL DESTGNER Hunter Jelden CONTACT SPECIAL NOTES: PautKwake: (S41) 915-6736 paulkwakesr@gmail.com PO Box 238 Cheshire, OR 97419 PROPOSAL AND PURCHASE AGREEMENT 1' Trusses are manufactured with Green or Kiln Dried Doug-Fir chords. As specified or requested by customer. 2. Quote includes field verification and delivery. 3. Quote includes truss to truss & truss to plate hardware. 4' Quote includes solid and vented eave blocking unless project calls for blocking panel trusses or specified combination of both. RELCo rruss must have signed Proposal and Purchase Agreement to reserve a spot on production schedure. Thanks for the opportunity to quote your project! Items QTY 18 56 TYPE Shop Drawings and Engineering wilt be EXTRA GRANE TIME IS $2OOIHR Extra crane time must be scheduled prior lo delivery. Relco recommends using stabilizers. STAB|LiZERS ARE $90.00 PER BOX Terms and Conditions of Sale - please Read provided after signed proposat and Engineering deposit has been recieved. Unless olhen*ise stated. JOBSITE MUST BE ACCESSIBLE FOR OUR TRUCKSWHEN CRA^IE SETNNC xi6l*ffi.$y",trr#..,H5#:"d&ss?EF:ffiH."Hr I,.ABEL 2x4 Solid Btock k4 Vented Blocks One RT7 Quotes Held for AII invoices1-EL99 is a material supptier, not a sub contractor. Bvspecifi cations"nJJi'n"I5onsor*re-tusroarir;:."d.i8?ffi :,:,1.og:rJ3il:ffi : ]l PrVr from euote Dateoaro Dv credit card are subiect to a 2% QUOTE DATE: gt17t2}1gand agrees to all qqantities, workmanshio.When factorv