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Home My WebLink AboutPermit Building 2019-12-04REGON Web Address: www.springfield-or. gov Building Permit Residential 1 & 2 Fam Dwetting (New Only) Permit Number: 81 1-19-OO2498-DWL IVR Number: 8110M842940 City of SPringfietd Development and Public Works 225 Fifth Street Springfield, OR 97477 54L-726-3753 Email Add ress: permitcenter@springfield-or.9ov SPRINGTIELD t# Permit Issued: December 04,2OL9 Category of Construction: Single Family Dwelling Submitted Job Value: 9237,022.2L Description of Work: New SFD Lot 9 SAME AS 4255 Horace Type of Work: New Worksite Address 4233 HORACE ST Springfield, OR 97479 Parcel 1802052406309 Owner: Address: BRUCE WIECHERT CUSTOM HOMES INC 3073 SKWIEW LN EUGENE, OR 97405 Business Name BRUCE WIECHERT CUSTOM HOMES INC - primary OREGON CUSTOM PLUMBING INC COMFORT FLOW .HEATING CO L&EELECTRICINC License CCB ccB ccB ccB License Number tot7t7 191 104 460 L05475 Phone 541-686-9458 541-434-tL46 541-726-0100 541-933-2598 Permits expire if work is n*r. i""riig-;g-.;"i',I'il",lt started within l8o Davs of issuance or if work is suspended for l8o Days or ronger depending on 1lt provisfons of laws and ordinances governing this t :i![1il::LlH,*?l['J.Ti*"1*T:#]"..ff:l[iJ[:[::":"'Til;x.:::?":rH;::flT:1"[:lt.:n; ;TrtXI"ll';J;:"Tr'-i:fiili:""""r'."il:t'l'rT;lln3":.* bv the oreeon Utirity.r{otirication center. rhose rures are set2ll2-tga7. - - - - rirr vgv" v^K ,cz-uor-oo9o. you may obtain copies of the -,." o, ""iuni ihe lenter at (sos)All persons or entities performing work under this oer(structurar/Me"r,,ni"ai), ons "r;.;;;i;;il;ff,X"JIli_J".;#1..1[t,ffiffii:,""s exempted by oRs 701.oro Printed oni r2/4/tg Page 1 of 5 C: \myReports/repo rts/ / ptodudion/ O I STAN DARD .I TYPE OF WORK JOB SITE INFORUATION LICENSED PROFESSIONAL INFORMATION PENDII{G INSPECTIONS Permit Number: 8f l-19-002498_DWL Inspection 2999 Final Mechanical 3999 Final plumbing 4999 Final Electrical 1530 Exterior Shearwall 2300 Rough Mechanical 3170 Undefloor Plumbing 4500 Rough Electrical 1020 ZoninglSetbacks 1090 Street Trees 1110 Footing 1260 Framing 1120 Foundation 9501 Curbcut - Overwidth 9504 Curbcut - Standard 9508 Sidewalk 1160 UFER Ground 1220 Underfloor Framing/Post and Beam 1410 Underfloor Insulation 1430 Insulation Wall 1440 Insulation Ceiling 1520 Interior Shearwall 1999 Final Building 2200 Underfloor Mechanical 2250 Gas PiPing/Pressure Test 3130 Footing/Foundation Drains 3200 SanitarY Sewer 3300 Water Service 3400 Storm Sewer 3500 Rough Plumbing 3620 Backflow Device 3650 Shower Pan 4000 TemPorary Power Service 4140 Underground Electric 4220 Electrical Service Printed on: 1214/19 page 2 of 5 fnspection Status Pending pending pending pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending c:\myReports/reports//production/01 STANDARD fnspection Group 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell Public Works Public Works Public Works 1-2 Famdwell 1 2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell 1-2 Famdwell Page 2 of 5 Page 3 of 5 Permit Number: 811-19-002498-DWL Various inspections are minimally required on the issuing jurisdiction indicated on the Printed onr 12l4/19 each project and often dependent on the scope of work' Contact permit to determine required inspections for this project' Schedule or track inspections at www'buildingpermits'oregon'gov Callortexttheword,'schedule''to1-888.299-282luseIVRnumber:811004842940 schedule using the oregon epermitting Inspection App, search "epermitting" in the app store Page 3 of 5 C: \myReports/reports//prcduction/01 STAN DARD SCHEDULING INSPECTIONS Permit Number: Btt-19-O02498_DWL Page 4 of 5 Fee Description Residential wiring Technology Fee Clothes dryer exhaust Decorative gas fireplace Furnace - up to lOO,OOO BTU Gas fuel piping outlets Range hood/other kitchen equipment Water heater Plan Review - Major, City Single Family Residence - Baths Address assignment - each new or change requested externally, per each SDC: Reimbursement Cost - MWMC Regional Wastewater SDC SDC: Total MWMC Administration Fee _ Local SDC: Total Transportation Administration Fee SDC: Total Sewer Administration Fee SDC: Total Storm Administration Fee SDC: Administrative Fee - MWMC Regional Wastewater SDC SDC: Compliance Cost - MWMC Regional Wastewater SDC SDC: Improvement Cost - MWMC Regional Wastewater SDC SDC: Improvement - Transportation SDC SDC: Reimbursement - Transportation SDC SDC: Improvement Cost - Local Wastewater SDC: Reimbursement Cost - Local Wastewater SDC: Reimbursement Cost - Storm Drainage SDC: Improvement Cost - Storm Drainage Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Master plan review - second and subsequent reviews Structural building permit fee Willamalane fees - Single Family Detached, per unit State of Oregon Surcharge - Elec (l2o/o of applicable fees) State of Oregon Surcharge - Mech (LTo/o of applicable fees) State of Oregon Surcharge - Plumb (L2o/o of applicable fees) State of Oregon Surcharge - Bldg (L2o/o of applicable fees) Curb cut fee - enter # of cuts Curb cut and Sidewalk construction - multiple permit discount Overwidth / Second Driveway Sidewalk construction - permit, first 90 linear feet Ptinted on: l2l4ll9 Page 4 of 5 Quantity 2200 1 1 1 5 1 1 1 2 1 135.93 89.48 190.09 318.1 1 100.48 10 22.82 1620.85 36Lt.72 190.06 2099.75 4262.5 819.62 1189.95 2200 1 Fee Amount $294.00 $178.49 $ 13.00 919.00 923.00 g 14.00 919.00 $19.00 $2s 1.00 9521.00 $s4.00 $135.93 $89.48 $ 190.09 $318.1 1 $100.48 $10.00 $22.82 $ 1,620.85 $3,61L.72 $ 190.06 $2,099.75 $4,262.50 $819.62 $1,189.95 $132.00 $338.00 $1,729.78 $3,805.00 $3s.28 $12.84 $62,s2 $207.57 $12s.00 $-42.00 $67.00 $ 125.00 1 1 1 1 1 C: \myReports/reports//prcduction/01 STANDARD PERMIT FEES Permit Number: 811-19-0O2498-DWL Total Fees: Page 5 of 5 $22,664.84 Construction TYPe VB VB VB Printed on: 12l4/19 Occupancy TYPe R-3 1&2familY U Utility, misc. U Utility, misc. - half rate Unit Amount L,725.0O 475.OO 108.00 Unit Sq Ft Sq Ft Sq Ft Unit Cost $122.46 $48.73 $24.37 Total ,ob Value: Job Value $zLL,243.50 s23,146.75 $2,631.96 $237,O22.2t c :\myReDorts/reports//prcduction/01 sTAN DARDPage 5 of 5 VALUATION INFORMATION 1214119 2.00 Qty Single Family Residence - Baths 't214119 1.00 Ea Fumace - up to 100,000 BTU 't2t4119 1.00 Ea Water heater SPRINGIIELD $ OREGON Transaction ReceiPt 811-19-002498-DWL IVR Number: 811004842940 Receipt Number: 473182 Receipt Dalez 12l4l19 CitY of SPringfield Development and Public Works 225 Fifth Street SPringfield, OR 97477 54t-726-3753 perm itcenter@springfi eld -or.gov Paid amount $1,729.78 $294.00 $s21.00 $23.00 $19.00 $19.00 $13.00 $14 00 $35.28 $62.52 $207.57 $819.62 $1,189.95 $4,262.50 Transaction Units date 1214119 1.00 Ea 12t4119 2,200.00 SqFt 12t4t19 1.00 Ea 12t4119 1.00 Ea 12t4t19 5.00 Qty 12t4t',t9 1.00 Ea 12t4t19 1.00 Ea 12t4t19 1.00 Ea 12t4t19 819.62 Amount 12t4t19 'l ,1 89.95 Amoun 12t4t19 4,262.50 Amoun Description Structural building Permit fee Residential wiring State of Oregon Surcharge - Elec ('12% ot applicable fees) State of Oregon Surcharge - Plumb (12% of applicable fees) State of Oregon Surcharge - Bldg (12o/o ot applicable fees) SDC: Reimbursement Cost - Storm Drainage SDC: lmprovement Cost - Storm Drainage SDC: Reimbursement Cost - Local Wastewater Fees Paid Account code 224 -00000-425602- 1 030 821 -00000-21 5004-0000 82 1 -00000-21 5004-0000 82 1 -00000-21 5004-0000 61 7-00000-448029-8800 61 7-00000-448028-8800 61 1 -00000-448024-8800 224 -00000-4261 02- 1 033 224 -00000-425603- 1 034 224-00000-425604- I 03 1 224 -00000 -425604- 1 03 I Range hood/other kitchen equipment 224-00000-425604-1031 Clothes dryer exhaust 224-00000- 425604- 1 03 I Gas fuel piping outlets 224-00000-425604- 1 03 1 Fee amount $1,729.78 $294.00 $521.00 $23.00 $19.00 $19.00 $13.00 $14.00 $35.28 $62.52 $207.57 $819.62 $1,189.95 Printed: 12141 19 9:22 afi Page 1 of 3 $4,262.50 F I N_Tra nsaction Receipt_pr www.springf ield-or. gov Worksite address:4233 HORACE ST, Springfield' OR 97478 Parcel: 1 802052406309 Transaction Receipt 811-19-002498-DWL Receipt number: 413182 Transaction Units date 1214119 2,099.78 Amoun 12t4t19 12t4t19 12141't9 '135.93 Amount 12t4t19 12t4t19 12t4t19 12t4t19 12t4t',t9 12t4t19 12t4t19 89.48 Amount 't214t19 1.00 Oty 1214119 1.00 Ea 12t4t19 1.00 Ea 12t4t19 1.00 Ea 12t4119 'l .00 Ea 12t4t19 1.00 Ea 1214119 1.00 Ea SDC: Total Transportation Administration Fee SDC: Total MWMC Administration Fee - Local Curb cul fee - enter # of cuts Curb cut and Sidewalk construction - multiple permil discount Sidewalk construction - permit, first 90 linear feet Overwidth / Second Driveway Plan Review - Major, City Address assignment - each new or change requested externally, per each Fees Paid Account code SDC: Reimbursement Cost - MWMC Regional Wastewater SDC 433-00000-448 024 -88 1 0 $135.93 1,620.85 Amoun SDC: lmprovement Cost - MtryMC Regional Wastewater SDC 433-00000-448025-88 I 0 $1,620.85 22.82 Amount SDC: Compliance Cost - MWMC Regional Wastewater SDC 433-00000-426607-88 1 0 '10.00 Amount SDC: Administrative Fee - M\ /MC Regional Wastewater SDC 61 1 -00000-426604-8800 100.48 Amount sDC: Total storm Administration Fee 719-00000-426604-8800 $100.48 318.'l 1 Amount sDC: Total sewer Administration Fee 719-00000-426604-8800 $31 8.1 1 190.09 Amount 71 9-00000-426604-8800 $190.09 Description SDC: lmprovement Cost - Local Wastewater 190.06 Amount SDC: Reimbursement - Transportation SDC 3,611.72 Amoun SDC: lmprovement - Transportation SDC Fee amount 6 1 'r -00000-448025-8800 $2,099.75 434-00000-448026-8800 $190.06 434-00000-448027-8800 $3.611.72 $22.82 $10.00 71 9-00000-426604-8800 $89.48 201 -00000-428060-'r 069 $125.00 201 -00000-428060-1 069 $(42.00) 201 -00000-428060-1 069 $125.00 201 -00000-428060-1 069 $67.00 1 00-00000-425002-1 039 $251.00 224 -0 0 000 - 42 56 02-0000 $54.00 224-00000-425604-1 03 1 Paid amount $2,099.75 $190.06 $3,611.72 $13s.93 $1,620.85 $22.82 $10.00 $100.48 $318.11 $190.09 $89.48 $125.00 $(42.00) $125.00 $67.00 $251.00 $54.00 $19.00 Ptinled: 1214119 9.22 am Decorative gas fi replace Page 2 of 3 $19.00 Fl N_TransactionReceipt_pr Transaction ReceiPt 8t 1-t9-002498'DWL ReceiPt number: 473182 Transaction Units date 12t4t19 1.00 Ea 1214119 1.00 Oty 12t4t1g 2'200.00 SqFt 12t4l1g 1.00 Automatic Technology Fee DescriPtion State of Oregon Surcharge - Mech (12Yo ol applicable fees) Wllamalane fees - Single FamilY Detached, Per unit Fire SDC - New Res Construction Sq Ft fee - enter sq fig Fees Paid Account code 821 -O0ooo-21 5004-0000 204-o0o0o-425605-0000 821 -OOOOO-21 5023-0000 1 o0-oo0o0-424005-1 091 Fee amount $12.84 $178.49 $3,805.00 $132.00 Paid amount $12.84 $178.49 $3,805.00 Payment Method: Credit card authorization: 05844d Transaction Comment: via Phone PaymentMethod: Checknumber: 31847 Payer: BRUCE WECHERT CUSTOM HOMES INC Payer: BRUCE WECHERT $132.00 Payment Amount:$9,500.00 Payment Amount:$12,826.84 CUSTOM rNC Cashier: Katrina Anderson Receipt Total:i22,326.84 Ptinled: 1214119 9:22 am Page 3 of 3 F I N_Tra nsaction Receipt_pr CTry or SpnNcFMLD, oREGoN Structural Permit Application Sapnu aS 4zrr $ov<c<- OK ,,.t-ll^ ffi225 Fifth Street r Springfield, OR 97477 o PH(541)726-3753 o FAX(541 )726-3689 This permit is issued under OAR 918460-0030. Permits expire if work is not started within 180 days of or if work is suspended for lE0 days. o\ DEPARTMENT USE ONLY Permitno.: l|-OOaqqg-,l 1rDate:q lq LOCAL GOVERNMENT APPROVAL This project has final land-use approval. Signature:Date: This project has DEQ approval. Sigrature:Date: Zoning approval verified: ! Yes E N" Properry is within floodplain: ! Yes E No CATEGORY OF CONSTRUCTION I Govemment I Commercial JOB SITE INFORMATION AND LOCATION Job site address:4 L3 3 Horac <- cty: JpFl*srate:O lL ZIP: Cc,Subdivision:Lotoo.: Q Reference:Taxlot: PROPERW OWNER Name: BWCtl Address:$O) 3 SLu uie,,u city {i+ie-^<-State:o fi-,nPta 7\ 6 foSOPhone:Fax: dstorrt e cYE-mail:t? Building Owner or Owner's agent authorizing this application: Sign here: El This instaltation is being made on residential or farm property owned by me or a nrember of my immediate family, and is exempt from licensing requirenrcnts under ORS 701.0 I 0. CONTRACTOR INSTALLATION Business name: I Address: City:State:ztP Phone:Fax: E-rnail: CCB license no.:ot t-? Print name:I tlevrCt-S signaturc: CrU tt/-' FEE SCHEDULE l. Veluetion information (a) Job description: Occupancy Construction type: Other information: Squarc fect: Cost per rqu"r"-foor, Type of Heat: Energy Path: I new fialteration I addition (b) Foun&tion+nly perrnit? [ Ycs E No Total valuation:Q31,oa" 2. Building fees (a) Permit fee (usc valuation table):$ (b) Investigative fec (equal to [2a]):$ (c) Reinspcction ($ perhour): (number ofhours x fee per hour)$ (d) Enter l2olo surcharge (.12 x [2a+2br-2c]):$ (e) Subtotal of fees above (2a through 2d):$ 3. Plan review fees (a) Plan review (657o x pcrmit fee [2a]):s 3fr.oo (b) Fire and life safety (65% x permit fee [2a]):$ (c) Subtotel of fees above (3a rnd 3b):$ 4. Miscellaneous fees (a) Seismic fee, lVo (.01 x permit fee [2a]):s (b) Tech fee,5Yo (.05 x permit fee[2a]+PR fee [3c])$ IOTAL fees and surcharges (2er3$4a+b):t)*b|i SUB€ONTRACTOR INFORMATION Name CCB License #Phone ElectricalL+ € Plumbing Ovc C.lSf-p" Qlr-b,l\ Mechenicd''C"*O"r- flo"J Last edited 5-5-2019 BJones o6 MResidential i:4 rol, \ CITY OF SPRINGFIELD, OREGON lPFll.o?l:lD 225 fttlt strcet]Spri4fleld' oR n qn.tfll51rrT26-3753 orAXs4lF26-36E9 This permit is lssued under oAR gr&3OH[00. permits are nontransferable. Permits erpirc if work is not started within 1E0 days ofissuance or ifwork is suspended for 180 days' Electrical Permit tion LOCAL Znniry approval verified? OF CONSTRUCTION Government Commercial JOB SITE INFORMATION AND Job sitc address: tl)Stale:zw; R"f"""ru-ry Taxlot: C[r30 DESCRIPTION OF WORKr\ OWNER Name:t Address: Crty:Stat€:ZIP: Phone:Fa:<: E-mail: Signature: CONTRACTOR Busioessoame: L 1 tr E\<-U CI C- Address: qlA33 lc: n €-\ A<-l<..- R d Crty:5OCt<-\State:O1-r(ZP:<t-1LllB Lt-t r*,541-73r -attg E-mail:) aot cam CCB license m.: \ Db Li'l 6 BCD license no.: 2.g 'l8Z sicCIins supervisor's license no.: U{ t'll-\- S Print name of sigaing supervisor: Signatureofsipingsupervisor: F"CaO" .rff, l, ^ FEE SCHEDULE Number of inspections Pcr itcm ( )qtv.Cost Gt.cost Residential, per uoit, service included: 1,000 sq. ft. or less (4)$1t6.00 $ Each additiooal 500 sq. ft. or portion thereof $36.00 $ Limited energy (2)$!f,f-0O s Each manufactrred home or modular dwelling service or feeder (2)tt9.00 $ Senices or fecdets'- installdion, alteration, rclocation 200 amps or less (2)s112.00 $ 201 to 40O amps (2)$131.00 $ ,tOl to 600 mps (2)$221.00 $ 601 to 1,000 amps (2)s2E5.00 $ Over 1,00O araps or volts (2)s654.OO $ Reconnect only (2)$E9.00 $ Tcmporary senic=s or fecdcraz installdion, al@mtion, rclocatioa 200 arnps or less (2)$E9.00 $ 201 to 400 amps (2)s122.00 $ 401 to 600 ailps (2)$177.00 $ Over 600 amps or 1,000 vols, see services or feeders section above Branch clrcuib: new, altetation, extension per Pnel a Fee for brmch cirorits with purchase of a service or feeder fee: Each brmch circuit $8.00 $ b. Fee for branctr circuits without purchase ofa service or feeder fee: First branch circuit (2)$E9.00 $ Each additional branch circuit $t.00 $ Miscellaoeous feesz service or feeder not included Each pump or irrigation circle (2)s89.00 $ Each sign or outline lighting (2)$89.00 $ Sigral circuit or a limited-energy panel, alteration, or extension (2)$89.0o $ Eech addltional inspectioo: (l)$r02.00 $ DEPARTMENT USE (A) Enter subtotal ofabove fees (Midmum Permlt Fee $102.fi)) $ (B) Enter l2olo surcharge (. 12 x [A])$ (C) Technologr Fee (5%of [A])$ TOTAL fees sod surchrges (A througb D):$ L DEPARTi'ENT USE ONLY Permitno.: \t-0O2t0gl Date: 1t / e I Lql_ Last edited 7llrl0l9 Blone flYes ElNo CATEGO dResidential P t- )N qq, SPRINGIIETD # Transaction Receipt 81 I -19-002498-DWL Receipt Number: 472916 Receipt Date: 11/6/19 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 541-726-3753 permitcenter@spri ngfi eld-or. govOREGON www. springfield-or. gov Worksite address: 4233 HORACE ST, Springfield, OR 97478 Parcel: 1 802052406309 Fees Paid Transaction date 11t6119 Units 1.00 Ea Description Master plan review - second and subsequent reviews Account code 224-00000425602-1 030 Fee amount $338.00 Paid amount $338.00 Payment Method:Credit card authorization 03108d Payer: BRUCE WECHERT CUSTOM HO Payment Amount:$338.00 Cashier: Katrina Anderson Receipt Total:$338.00 Printed: 11/6/19 12:15 pm Page 1 of 1 Fl N_Transaction Receipt_pr JOURNAL OR JOB NUMBER: NAME OR COMPANY: I-OCATION: TAX T,OTNUMBER: DEVET.OPMENT TYPE: NEW DWELLING TINITS IMPERVIOUS AREA I. STORM DRAINAGE DIRECT RUNOFF TO CITY STORM SYSTEM A. REIMBURSEMENT COST IMPERVIOUS S.F. CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET l9-002498-DWL BRUCE WEICMRT CUSTOM HOMES 4233 HORACE ST ITEM 2 TOTAL. CITY SANITARY SEWER SDC 3. TRANSPORTATION A. REIMBURSEMENTCOST: ADT TRIP RATE 9.57 2723.00 ITEM 1 TOTAL - STORM DRAINAGE SDC 2. SANITARY SEWER - CITY A. REIMBURSEMENTCOST: NUMBEROFDFU's 25 B. IMPROVEMENT COST: NUMBER OF DFUb 25 x B. IMPROVEMENTCOST: ADT TRIP RATE 9.57 ITEM 3 TOTAL. TRANSPORTATION SDC A. REIMBURSEMENT COST: x B. IMPROVEMENT NUMBEROFFEU's I C. COMPLIANCE COST: NUMBER OF FEU'S I 2723.00 B. IMPROVEMENT COST IMPERVIOUS S.F. COST PER S.F $0.301 COST PER S.F. s0.437 COST PER DFU $170.50 COST PER DFU s83.99 NUMBEROFUNITS I NUMBEROFUNITS I COST PER FEU $ 13s.93 COST PER FEU sr,620.85 COST PER FEU $22.82 ADM. FEE RATE 50h AREA DRAINING TO DRYWELL 0 0 $2,009.57 w,362.2s COST PER TRIP 19.86 COST PER TRIP s377.40 $13,963.20 CHARGE s698.1 6 CHARGE $819.62 CHARGE $1 ,189.95 NEW TRIP FACTOR 1.00 NEW TRIP FACTOR 1.00 x x x x x x x xx xx x MWMC CREDIT IF APPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE ITEM 4 TOTAL - MWMC SANITARY SEWER SDC SUBTOTAL (ADD ITEMS I,2,3, & 4) 5. ADMINISTRATIVE FEE: SUBTOTAL $ l 3,963.20 TOTAL STORM ADMINISTRATION FEE TOTAL SEWER ADMINISTRATION FEE: TOTAL TRANSPORTATION ADMNISTRATION FEE: TOTALMWMC ADMINISTRATION FEE - I,OCAL 2363 T,OT SIZEI $819.62 $4,262.50 s22.82 $0.00 s10.00 $14,66136 1091 1092 1093 1094 l 056 a IJ.] a O r!Fa ql NUMBER OFFEU's I TE TOTAL SDC CHARGES $3,801.78 DRAINAGE FIXTURE UNIT CALCULATION TABLE NUMBER OFNEW FXTURES X I-,NIT EQUIVALENT: DRAINAGE FXTURE UNITS FOR CAI-CUI.ATE ONLY THE NET ADDITIONAL FIXTURES UNIT TYPE NEW D ALENT MISCELLANEOUS DFU TYPE NUMBER OF EDU'S TOTAL DRAINAGE FIXTURE UNITS rsa toa set at 167 MWMC CREDIT CALCULATION TABLB: BASED ON COUNTY ASSESSED VALUB 20 DRAINAGE FIXTURE 0 2 2 1979 +EDU $5.2e $5.19 $5.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter 1 for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT? (Enter I for Yes, 2 for No) BASE YEAR CREDIT FOR LAND (IF APPLICABLE) VALUE / lOOO $0.00 CREDIT RATE $s.29x CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE/ IOOO CREDITRATE $0.00 x $5.29 TOTAL MWMC CREDIT$1.59 $1.4s $1.25 $1.0e $0.92 $0.72 $0.48 $0.28 $0.09 $0.05 3 3I0BATHTUB 0010DRINKING FOUNTAIN 0003FLOORDRAIN 0030INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC. 0006INTERCEPTORS FOR SAND / AUTO WASH / ETC. 2 210LAUNDRY TUB 0 3 31CLOTHESWASHER i MOP SINK 0006CLoTHESWASHER - 3 OR MORE (EA) 12 000MOBILE HOME PARK TRAP (I PER TRAILER) 0 1 00RECEPTOR FOR REFRIG / WATER STATION / ETC. 3103RECEPTOR FOR COM. SINK / DISHWASHER / ETC. 0 2 21SHOWER, SINGLE STALL 0002SHOWER CANG (NUMBER OF HEADS) 0 3 31STNK: COMMERCIAL/RESIDENTIAL KITCHEN 0020SINK: COMMERCIAL BAR 0002SINK: WASH BASIN/DOUBLE LAVATORY 1 330SINK: SINGLE LAVATORY/RESIDENTIAL BAR 0 5 00URINAL, STALL/WALL 0006TOILET, PUBLIC INSTALLATION 3 620TOILET, PRIVATE INSTALLATION 25 YEAR ANNEXED r,000 ASSESSED V CREDIT RA BEFORE 1979 1979 1980 l98l 1982 1983 1984 1985 1986 1987 I 988 01989 1990 199 l 1992 1993 1994 1995 1996 t997 1998 1999 2000 200 I ApDlrna. Lt- E \rE frC-.< }{gf*<CtFEg ENEBGY EFFICIENGY TABLE Nl101.1(2) ADDITIONAL MEASUFES For SI: I square foot = 0.093 m2, 1 walt per square fool = Io.g wm2 a' Appliancas located withilt the building therrn8l envelole shall have sealed combustion air installed. Combustion air shall be ducted directly from the outdoors. b. AII ductjoints and sea.rns sealed wi0r.listed mastic; tapo is oDly-allowed at appliance or equipment conuections (for service aud replacement). Mect sealing criteria oiPerformance Tested Comfort Systenrs program adnrinistered by thC bonnevitle pbwer Administratio, 1bfa1, c. Residential water he.lters less than 55 gallon storago volume, d. A totalof 5 perccnt of an IIVAC system's ductwork shall be permilted to be ,ocated outside of tte conditione6 space, Ducts locsted oulside the conditioued space slmll havc insulatiorr iostalled as required in this code. e, l)lemaximumvaulledceilingsurfaceareashallnotbegreater&an50perccntofthetotalheatedspacelloorareaunlessyaultednreahasaU-faclornogr€ater than U-0.026. f. Continuous air barrier. Additional reqlirernent for sealing of all interlor vcrtical wall covering to lop plate framing. Sealing rvith foarn gaskeq caulk or other approved sealant lisled for sealirtg wall covering material to structural material (example: gypium uoird to rvood Jud framTngl. g. Table NllM' l(1) Standard base case design, Code UA shall bc at least 8 percent less &an the Proposed UA, Buildings wirh fenestration less rhan 15 percent of tbe total vertica! wall area rnay adjust thc Code UA to have 15 percent of the wall area as fenestiation. I oo o6o =3 4 oo -9o tlrl 5 6 Hlgh elriciency walls Exterior walts-U-0.045/R-21 cavity insulation + R-5 continuous Upgraded {ealures Exterior walls-U-0.05?/R-23 intermediare or R-2 I advanced, Frarned fl oors-U-0.026/R-38, and Windows-U-0.28 (averagc UA) Upgraded fealures Exterior rvalls-U-0.055/R-23 inleruediate or R-21 advanced, Flat ceilinge-U-0.017iR-60, and Framed fl oors-U-0.026/R-38 Super rnsulaled Wlndolys and Allio OR Framed Floors \Yindorvs-U-0.22 (Triple Pane Low-c), and Flat ceiling'-U-O.0 l7lR-60 or Framed fl oors-U-0.026/R-3 8 Air sealing home and ducts Marldatory,air-sealing.ofall wall coverings at top plate and air sealing checklistf, and I,l-echarical whole-bu-ilding ventilation system with rates mee(ing MI503 or ASi{RAE 62.2, snd All ducts and air haudlers cqntained rvithin building envclopeo or AIl ducts sealed with masticb High orflclency lhermal onvelope UAQ koposed UA is 87o lower than the code UA oco og .0) 9.' lCo 6toocoo A High ofrlclency HVAC systama Gas-fired furnace or boiler AFUE 947a, or Air source heat purnp HSPF9,5/15.0 SEER cooling, or Ground source heat pump COP 3.5 or Energy Stariated B Ducted systems condllloned space All ducts arrd air handlers coltained wl&in building Cstrttot be contbined wilh l,Ieasure 5 C Ductless pumP Drctless hcat.pump HSPF 10.0 in primary zone of dwelliing D High watet Natural Electric gas/propane water heater rvith UEP 0.85 OR heat pump rvater heater Tier I Northern Climate Specificalion product 2017 OBEGON HESIDENTIAL SPECTALTY CODE 43s I 2 )l( C.o*-. SFrqg?r.{ED la},Etrar- Fr2s1r: Pe'a6t11- CONTINUOUSLY SHEATHED BRACED WALL PANEL [/EETING MINIUM LENGTH REQUIREMENTS OF TABLE R602.10.5 WALL CONSTRUCTION FASTEN KING STUD +ExTENToFHEADERWTHDoUBLEPoRTALFRAMES(TwoBRAcEDWALL EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2'-18' FINISHED WIDIH OF OPENING SINGLE OR DOUBLE MlN.3"x11%" NET HEADER STEEL HEADER PROHIBITED %'SPACER IS PLACE ON BACK.SIDE OF HEADER PANELS HEIG HT I IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVERAND BE NAILED TO COMMON PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3',O.C.TYP MlN. 3/e" WOOD STRUCTURAL PANEL TOP ) g f,oF x S FI(, UI X BLOCKING WITHIN THE T/IDDLE 24'OF THE PORTAL. LEG HEIGHT, oNE ROW OF 3" O.C. NAILING IS IN EACH PANEL EDGE. STUDS PER TABLES R602.7(1 ) & (2) BOLTS PER R403_1.6 (2) FRAMING ANCHORS APPLIED ACROSS OVER CONCRETE OR MASONRY BLOCK FOUNDATION SHEATHING NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) IN z THE HORIZONTAL VERTICAL DIRECTIONS WOOD STRUCTUFAL PANEL SHEATHING OVER APPROVED BAND OR RIIU OVER RAISED WOOD FLOOR. FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RII\,I JOIST) OVER RAISED WOOD FLOOR . OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT ELEVATION For SI: 1 inch--25.4 mm, I foot = 304.8 mm. c CSuo wo_oD STRU_C_rURAL-PANEL NAil. SOLE pLAtt SHEATHING TO TOP OF BAND ;,I':6iHliil6isf I3#'*'r5rli,r ATTACH SHEATHING BAND OR RII\,,1JOIST 8D COMMON NAILS AT 3' O,C, TOP AND BOTTOM WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST. SECTION FTGURE R602.10.6.4 METHOD CS.PF_CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION BRACED WALL LINE TENSION STRAP PER TABLE 602.10.6.4 FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3' PATTERN AS SHOWN HEADER TO JACK-STUD STRAP PER R602.10,6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING MlN. DOUBLE 2"x4" FRAI\,llNG COVERED WTH MlN. %, THICK WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMMON OR GALVANIZED BOX NAILS AT 3',O.C. tN ALL FRAMTNG (STUDS, BLOCKING, AND SILLS) TYP MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2) %' DIAMETER ANCHOR BOLTS INSTALLED PER SECTION R403.,I.6 WTH 2'x2"x3/ro" PLATE WASHER GRID 2017 OREGON RESIDENTIAL SPECIALTY CODE 191 .&EB.# /arF-ffi5li'l TSE Engineering Re: J1017290 Bruce Wiechert Custom Homes Tri-State Engineering, lnc' 12810 NE 178th Street Suite 218 Woodinville, WA 98A72 425.481.6601 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Eugene). Pages or sheets covered by this seal: I12414736 lhrull24l4754 My license renewal date for the state of Oregon is December 3 I , 20 I 8' 1 r822PE OBEqON Itl 6,82 August i 3,201 8 Terry Powell The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shorvn. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSIITPI l. llob I 1J1o17290!_ _ .- The Truis co.. Truss AIGE I russ ryPe lcour,,roN s,reroareo ona Eugene OR 97402 -.. -.---r--.- r+q-r-G0{E---" S€le = 1r80.'l '18-!0 9 17 5Xt - 8.oo llt ts 16 14 18 193xo // n 1'l 10 20 3x6 "i 21 22 23 21 25 I 266 27 4 30 r! 3x5 = s6 5s st 53 52 5t 50 49 4a 1t I 15 44 43 .-41 40 39 38 37 35 35 34 33 g2 31 3x5 = 42 3x6 = SPACING, 2-GO Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC2015/TPl20l4 cst,TC 0.06BC 0.04wB 0.14 Matrix-SH DEFL. Vert(LL) Vert(CT) Hoz(CT) in 0.00 0.00 0.01 (loc) Udefl Ud 'l nh 12O 1 nlt 90 30 n/a n/a LoAolNc (ps0 TCLL 25.0 (Roof Snow=25.0)TCOL 8.0BCLL O.O LUHBER. TOP CHORD 2x4 DF No.z BOT CHORO 2x4 DF No.2 OTHERS 2x4HF/SPFStud/Std'Excepl' sTl 3,STl 2,STl'l,ST1 0,Sr9,sT8,ST14,sT 15,STl 6,sTl 7,sT18: 2x4 HF No,2 REACTIONS. Att bearings 36il. (lb) - Max Horz 2=266(LC 5) Max Uplift Alluplin 1m b or less al joht(s) 2,44,45, 46.47, 4E, 49, 50,51, 52, 53, 54, 55, 56. 43. 41 , 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 Max Grav All roaclions 250 lb or less al joinl(s) 2, 11, 15, 46, 47, 48, 49, 50, 51 52, 53, 54, 55, 56,43,41.40. 39,38, 37,36, 35, 34,33,32, 31,30 Struc'tursl wood sheathing directly applied or GGo oc Purlins- Rigid ceiling directly applied or l0o0 oc bracing. I Row al midpt 16-44, 1$4s, 14-46, 1947, 1248,1743, 18-41 , '19-10, 2G39 MiTeI recommends that Stabilizers required $oss bracing b6 installod during lruss erection. in accordance wilh Slabilizer ofiEooN 1t16ft2 PLATES MT20 GR'P 1 85/1 48 BRACING. TOP CHORD BOT CHORD vlE8S FORCES. (rb) TOP CHORO - Max. Comp./Max. Ten- - All forces 250 (lb) or less excepl when showlt. 2-3-2711206 NOTES. 1) Wind: ASCE 7-10; Vull=120mph (&second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf: h=25fr; Cat. ll: Exp B; Enclosed; MWFRS (envelope) gable end zone: cantilever leff and righl exposed ; end vertical left and tight exposed; Lumb€r OOL=1.60 plate grip DOL=1.60 2) Tru$ designod for wind loads in the plano of lhe truss only. For sluds exposed to wind (normal to the face), see Standard lndustry Geble End Details as applic€ble, orconsuli qlslified buildlng design€r as perANSI/TP| 1. 3) TCLL: ASCE 7-10i Pf=25.0 psf (tlat roof snow); Category lll Exp B: Partialv Exp.; Ct=1.10 4) This truss has been dasigned for greater of min roof live load of 16.0 psf or L00 times rlat root load ol 25.0 psf on overhangs non-concurenl with olher live loads. 5) All plates are 1.5x4 MT20 unless otheMise indicatsd. 6) Gable requires conthuous bottom chord bearing. 7) Gable studs spaced at 1+0 oc. 8) Thls truss has been deslgned for a 10.0 psf bottom chord liva load nonconcunenl with any othe. live loads. 9) ' This truss has been designed for a live load ot 20.0psf on the botlom chord in all araas whero a roclangle }M tall by 2-G0 wide will ft between the botlom chord and any olher mombors. 10) Provide mechanical connection (by others) of truss lo bearing plate capable of u/ithstanding t0O lb uplift at joinl(s\ 2, 44, 45,46, 47 48, 49, 50, 51, 52, 53. 54, 55, 56, 43, 41, 40, 39, 38, 37, 36, 35, 34. 33, 32, 31, 30. LOAD CASE(SI Standard I wenuNe . Vrity d6isn paraDn:tr.\ n.d READ Nolls oN lHls AND INCLUOEO A1ITEK REFERENCE PAGE MtL717j lEFO.lF UsF Design valid aq 6c mty with MiT€k sqmectoru. This detlgn ir bascd o^ly lpon parm6lsr shiln, aM i5 lor ao individ!.| building componenl. Appllcability ol design pa6mente13 and p.opcr incoPoration o( odponed ir.espon!ibilily olbuilding d6ii9n6r. not truBE d.d9ncr. Bracing shown iSforlaleralsupporlolindividualerbmembeEorv. Addlllonallompor.rybracinglo,GUEst.bilitydudnEcorutNdionblhcrespoosibillilyollhe erecloa. Addfional pamanant bracin! of lhc ovarall stMlu6 i3 th€ rctponsibilily ol tho building d.siqnsr, Fd gcnoral guidanca regarding tabrlcatbn. quality coolrol. dqagc. dcliv!ry. redim and bmdng, consult ANSIIP|i qu.lny crtt.tl., DSB*9 .nd BCSI'I Buildlng comporcnt Safetylntomatlon avdlablctromTrussPlatalnllilde.5E3O'onolrioDnvc,Medilon,W53718. RENEI{S: 12131118 August 13,2018 A theTRUSSco. tNc. .Ptv I I 'l I i 7 5 Weighl: 299 Ib FT = 8% lTruss l_ I lTruss rype lcouuon Weched Custom Homes _ Job Reference Loptimsl) - ---- - 8.220 5 May 29 20lE MrTek lndusldes. |rc. Mon Aug 13 l3 38 0l 2018 Page 1 lD:ph3NSzlsReM6oCUNdxKtITzTd4H-OyYPNnaOJoXGvfeni4?2imAvO7H?3QYhBuycRyoF 7q t 24-2a t 3Gl-12 .l_ .._-QQi{.___._.r' 5.l'l 5 t1l-6 6-a-1 S€le = 1:82.3 3x{ \\ 3x6 :\,e 1.5x4 // otv Ptv lBruce I I i 112a1473? | I __l 1 The Truss Co. Eugcnr. OR 97402 22 8.oo h2 6 1.5x4 \ s44 3x4 /z sxd // 14 21 3x4 = .f3 12 23 $6: 3xO = 24 11 3x4 = 5 4 S I to,rirfo 3x5 3x5 sll{&11.0 94-O cst. TC BC ua MAtTiX.MSH o.44 0.70 0.58 DEFL. Verl(LL) Ven(CT) Hoz(CT) in (loc) -0,23 1314 4.33 1$140.08 't0 l/defl >999 >999 n/a Ud 360 240 n/s sPActNG- 2-$0 Plete Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Cods lRC201 S/TP12014 LUMBER. TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2WEBS 2x4 HF No.2 W7,W1:2x4 'Excopl' HF/SPF Stud/Std PLATES MT2O GRIP 185/148 REACTIONS. (lb/size) 2=15271G.'.8 (min.G2-8), 10=14sg/Mechanicel Mar Horz 2=265(LC 7) Max Uplift 2-197(LC e), 10-178(LC 9) FORCES. (lb) - Max. Comp./Max. Ton. - Af, forces 250 (lb) or less exc€pl when shown. TOP CHORo 2-3--22841256, $4:2055/308, +5:19711311, +6=1445/2E8, *7--1445t28a, 7-8-187Sn13, &9:2060/310, 9-10=-2?67 1289 BOT CHORD z-14:328t1973, 1+21:185t1587 ,21-22=-18511587 , 1U22-1eSl15E7 , 1 2-l 3=-84/1 476. 12-23.,-841 1 476, 23-24-841 1 47 6, 1 1 -24--E4t1 47 6, 1G1 1 =- l 58/1 830 WEBS &13-201/1 1E2, 7-13--67ot257,7-11-93t%2,91 1-356/194. 5-13:667/255, $1 4=-90i537, T1 4-3521 192 NOTES. 'l) Wind: ASCE 7-'l0l Vult=l2omph (&second gust) Vasd=9smph; TCDL=4.8psf; BCOL=4.2psf; h=25ft: Cat. ll: Exp B;Enclosed: M\iVI=RS (envehpe) gabte end zone; cantilever bn and righl exposod : ond vsrtic€l lett and right exposed; Lumbe, DOL=1.60 plalo grip OOL=1.60 2) TCLL: ASCE 7-10; Pf=25.O psf (llat roof snow); Category ll; Exp B: Partially Exp.: Ct=t.10 3) This truss has been designed lor g.eater of min roof liv€ load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on ovorhangs non-concunent with olhor live loads- 4) This truss has bean designed for a 10.0 psf bottom chord live load nonconcurrenl wi(h any other live loads. 5) ' This truss has been desiEned for a live load ol 20.opsf on lhe botlom chord in all areas where a reclangle $m lall by 2-G0 wide will fit botwaen the bottom chord and any olher members, with BCDL = 7.0psl. 6) Refer to Eirder(s) for truss to lruss conneclions. 7) Provide mechanical conneclion (by others) of truss to bearing plale capabte of wilhstanding 1 00 lb uplifl at joint(s) except 11=161 2=197, l0=178. LOAo CASE(SI Slandard Weight: 180 lb FT - 8o/o Slrucluralwood sheathing diredly apptied or 37-o oc purlns. Rigid ceiling directly appliod or tGGo oc brachg. l Rovratmidpt 7-13,113 MiTek r6comm6nds that Stabilizers and required cross baacing be installed during truss ereclion, in accordance with Stabilizer lnstallation quide. OREqON 7'1 6t82 BRACING. TOP CHORD BOT CHORD VVEBS RENEWS: '12131118 August 13,2018 A theTRUSSco. rNc. ft Wnr<UWC . V"rity dsign panmeters a^d READ NOTES oN rHts AND tNcl uDEr, t trEK REFEIENCE PAiF M4.7473 AEFORE UsF Ocsigil validfsr u5€ only uath MiTak connEdori. This design is basad only upon paramelcrs siffn. aod B for an indiudual blilding cmponeill. APPliceuldy ofdorign Param.nla6 and prolEr in@rporallon or $mponenl is rcsponsibility ol b!iHing dcsigner - f,ot truss designer. B6cing sltrnii lot laleal suppod oa adudu.l vob members only. Additlonal lemporary bracirg to inrure staDility during condruqtion is lho rerponsibillfy of $e ercclq. Addilionsl p€man.nt bEcing ol lhB ovcrell sl.uclur€ is lhe rcsponsibility ot the building dcsigncr. For geocral guidancc rcaarding fabricetion, qualiv@nlrol.6lorag., d€liv.ry, ereclion and brecing, consull ANslrIPll au.tity C.it.;r, DSa49.nd Bistt Biritdtn! Componcnr6.t ly lnlom.llon availabl. lrom Tru6s Plate lnslf,ute, 583 O'Onolrio Drive Madison. W 537i9. LOADING (ps0 TCLL 25.0 (Root Snow=25.0)rcDL 8.0BCLL 0.0 ' .1+0 6{-4 t2.}10 , 1&}0ffi''-;iii-' 4 3 Jgb J101?290 The Ttuss Co.. Truss Eugen€ oR 97402 -1gl i.o-d SPECIAL t5-a 8.00 , t2 1.5x4 li 3fr4 6 17 ----lotv -- -lPlY- - - | a^i" wecrrrt cuct* xo.". I | . t12.t4738 i5 I I| - i lLou Relerere (oPtronsll E.220sM.v292Ol8MiTeklMustries.lnc MonAu{ !3 1338022018 Page I I D : p h3N 8zl sReM 6 ocuNdlkTizTei'H--;ddo6] itilSa ixi(ob EE vJG KO okkQR hvodvotvoFT p 3n -0 1-'t I -0 4x6 /z 3 5x12 //20 a-9-6 5-t'ls t-5 6{-1 S€le = 1.85.76x6 7 3x4 \ 3xO \\ E9 3x4 /z 1.5x4 // 10 [o "rl Ht8 4\4 -16 8xg =4ro= 3s= 27 12 3x4 = ,o"26 -ix1A '- s 20 112'1,5x4 ll 1.5x4 | 2+8 3x5 = '1.5x4 ll a-!t4 9{ffi go cst.Tc o.72BC 1.00wB 0.98 MAtTiX.MSH DEFL. Vert(LL) Vert(CT) Hoz(CT) in (loc) 4.32 12-14 -0.49 12.140.30 r 1 lldetl >999 >903 nla Ud 360 240 nla SPAGING. z.HI Plare Grip ooL 1.15 Lumb€r DOL 1.15 Rep Stress lncr YES Code 1RC201sffP12014 Plate OtfsEls (X,YF [2:o-3-0,G2-141, [3:Gl -12.G1-'121, [4:G1-12,G 1-81, [7:s2€,Gl'12]. [1 1:G!4,G0-r01, [14:}']0,G'1-81,[1 7:e2{,Edgel, [1 8:]1 -12,G1{1, ['l 9:G]0 LUMBER- TOP CHORO BOT CHORO WEBS PLATES MT2O GRIP 185n 46 2x4 DF No.Z 2x4 DF No.2 'Exc€pt' B2: 2xl OF No.1 &Blr 2ril HF No.2'Excepl' w3.W4,l /B,Wt 1 ,V\2: 2x4 HF/SPF Stud/Std 2x4 HF/SPF Stud/Std Slrudural wood sheathing direc{ly appliod or 2'1'1 oc pudins- Rigid ceiling direclly applied or 'l&Go oi bracing, ExcePt 1-+12 oc bracing: 1&19. 1 RowatmidPt &15,8-14 Weight: 206 lb FT = 8o/o RENEWS: fl31118 August 13,2018 BRACING. TOP CHORD BOT CHORD VVEBS OTHERS REACTIONS (h/size) 1 I =14il/Mechanical. 2='1560/G98 (mh. G2-9) Mar Hoz 2=266(LC 5) Max Uplin 11=177(LC 9),2-176(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except whsn sho\Yn. rOP CHORo 2-3=6001/906, T4:26391344,$5-1998i278, $6-1861/293, e7:1980/435, 7-S-14581289, 8-9-1 848/31 t, $10--2069/30E, 1o.1 1-2276t287 BOT CHORO 13-14:Ut1472. 13-26=8411472, 26-27---84t1472, 1?-27=4411172. 11'12=157t1837 18-'19-734/4016. 17 -'18=-334t2178, 2-19=-954/5369 VVEBS + 18=251460, 7'1 4: 1721549, *1 7 --7 67 t215, 8'1 2-91/554, t17--34?J206, 14-17-33/1 120. 10-12=-3541194,3-19-368/2351, &1E*1E94/412, 7'17='34311178, E-14-680/257 NOTES- 1) Wnd: ASCE 7-101 Vu[=r2omph (3-second gust) Vasd=gsmph; TCOL=4.Epsf; BCDL=4.2psf; h=25fr; Cat. ll; Exp B: Enclosed; MWFRS (envelope) gable end zon€; cantilever lefi and right exposed ; end vertical l€ft and right exposed: Lumber OOL=I.60 Plate grip OOL=1.60 2) TCLL: ASCE 7-10: Pf=25.0 psf (flat roof snow); Category ll; Exp B; Parlially Exp.: Cl=1.1 0 3) This tmss has been designcd lor greater ot min root live load of 16.0 psf or 1.00 times flat roof load of 25,0 psf on ovehangs non-concurront with othor livo loads. 4) Tlis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any othor live loads. 5) ' fhis truss has been designed lor a live load of 20,0psf on tho bottorn chord in all areas where a reclangla 3-m tdl by 2-G'0 wide will fn between th8 boltom chord and any other members, wtth ECDL ' 7.0psf. 6) Refer to girder(s) for truss lo truss connections. 7) Provide mechanlcal connection (by others) of truss to bearing plate capable of wilhstanding 100 lb uPlift at ioint(s) except 0t=lb) 11=177 ,2=176. LOAO CASE(S) Standard WARNINC - Veily tl*ign peraapte$ and RFAD ,'rOlrs olJ rH/S AUD INCLUDED MIfEX REFERENCE PA6F Ull-l|h AEFORE USE. recommends that Stabilizers and required accordance, i cross bracing with Stabilizerbe installed during lluss ereclion, in P rfl OBEGON 7fl 6182 A theTRUSSco lnc..nd r.garding sCSll Bulldlno Compon.nt 4 LOADING (ps0 TCLL 25.0 (Roof Snow=25,0)TCDL 8.0 ECLL 0,0 MiTek connedors. i! aaedor. S.t ty ' ' Tiirss lLrorzzso A4 I:fhcTrussco. - erg."..oE'9216? lTruss rvpi-- lo.rnr.o.oo. I ior itn "2 I 35 sxs \ 8ruse Wlchert Custom Homes 4-9-8 t't2,fi4739, Sele: 118"=l' .l-GO 11-0 6-60rf ua -r--o-t*1119 5-5.8 .2\4 tl 3\6 // 5x8 7 5I d i I l^l+ 8.oo llt 5 34 3x4 /z 3x4 '.\ 4rt lz 3 t*:"k ,, 1.5x4 ll s.lslTro = 24 23 2x4 ll 22 4td = 6xl0 t t0 3.oo hz 3xG t w151 6x8 ='oEifl26 1x1 =It 2o 6x8 = 3x1 ll 18 5xG =15 ta 3x4 = 16 2x4 ll 6x8 = 3x5 8-Go Plate Offsots (x.YF [2:C1-1 3,G]01, [3:G l-12,G2-0], l1:G1-12,G1 [7:G]12,G141, LOADING (psr) TCLL 25.0 (Roof Snow=25.0)TCDL 8.0 BCLL O.O 414-0 18:s 1-9,G9.41, [9:G1-1 2,G1$].2,G}4l. It 1 :G2{,G1€], [1 5:0-24,G1 -a], PLATES MT2O GRIP 185t148 LUMBER' TOP CHORO BOT CHORD \A/EBS OTHERS REACTIONS. (lb/she) 15=21281&$8 (min. s3-A), 2=13701$'$8 (mln.0-2-6) Max Horz 2-270(LC 8) Max Up[n 1s-2e7(LC 1 1), 2:164(LC 10) Max Grav 1s=2'128(LC 1),2=1431(LC 17) FORCES. (lb) - Max. Comp.iMax. Ton. - All forc$ 250 (lb) or less except when shown. TOP CHORD ?-3-5/,37l9s2, !4=-23541320,4-5=-1725t251,5-34-1 550/255, 6-34=-1533/265, U7-178O1401,7'35=-1334/310, &35-1s09/2E5,8'9='140ot221,910=-1284/159, 1 Gl 1 -1 037i349s, 1 1-1 2--332t 1 199 BOT CHORO t8-19-112/1010, 17-18=-355111172, E-19*504/229, 1*17:2184t33O,1U17='204?t330, 14-15-6671147 , 12-'14=-11A61347 , &25=.5151202, 2'27:903/4830, 2&27:696/361rt, 2$26:311/'1926WEBS 4-26:3ot437 , +25-732t216, 19-22=-331778,7-19=1831676, S-19:243/580. 1Gl8-670/3532. 11-11.-2252n19, 11-14-117128?, 1+'t7'457t208,9-18:7671207, 22-25-51802, 7 -25:32011?91, T27=-?45t21 16, $26='1 739/396 NOTES. 'l) \Mnd: ASCE 7-10: Vult=120mph ($second gust) Vasd=gsmphi TCOL-4.8psf; BCOL=4.2psf; h=25ft; Cal. ll; Exp 8; Enclosed; MVVFRS (envelope) gable end zone; cantilever bn and right exposed : end vertical left and tight exposed; Lumber DOL=1.60 plate grip DOL=1-60 2) TCLL: ASCE 7-10; Pf=25.0 pst (flat roof snow): Cat69ory ll; Exp B: Partially Exp.; Ct=1.10 3) Unbalanc€d snow loads hsve been considered for this design. 4) This truss has bo6n designed tor greater of min rool live load of 20.0 psf or 1.00 tim€s fiat roof load of 25.0 psf on ovefiangs non-concunent with olher live loads- 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcqrrent with any olher live loads. 6) ' This truss has boen designed tor a live load of 2o.Opsf on the bottom chord in all a.oas wfiero a reclanglo $&0 tall by 2+0 wide will irt between lhe bottom chord and any other mernbers. 7) Provide mechanical conneclion (by others) of lruss lo bearing plale capable of wilhstanding 100 lb uplifr at ioint(s) excePt 0t=lb) 13=297,2=164. LOAD CASE(SI Slandard vlbight: 251 lb FT = Eolo Slruc,lural wood sheathhg diroctly applisd or 2-2-o oc purlins. Rigid ceiling direclly applied o, $&9 oc bracing. Excapl: 1 Row at midpt &25 3,1-0 oc bracing: 1S17 1GG0 oc bracing: 1.21,2}25 1 Row at midpt 7-22.7-19 MiTek recommends that Slabilizers and requfed cross bracing be installed durino truss erection, in accordance wilh Stabilizer OREQON 711 Sr82 2x4 OF No.2 2x4 DF No.2 'Except' 86,89,85: 2x4 HF No.2, 81:2x4DF 1800F 1.6E, B2:.2x1oF No.laBtr 2x4 HF/SPF Slud/Std 'Except' VW,VW,WI2,W15,V1,6,W1: 2x4 HF No.2 2x4 HF No.2'Except' F1:2x4 HFiSPF Stud/Std BRACING. TOP CHORO BOT CHORD WEBS RENEIYS: fl31118 August 13,2018 ,[ WlmrruO.Verityd*ignp.rumetds.rdREIDlorFsoNfHtsANDtNcttibE,ulIEXREFERENCEFAGEMtl-7473BEroREllSE O€sigo valid lor u$ onty wilh MiT.k coMGdoF. Thi3 desigo B baled onty lpon paramctcE 5hwn, and is tor an individual buldiog cmpomol. Appli@bifity of dcrEn plramcnloB end iropcr in@po.alion gf @mponent is ,captrsibility of building dciigncr- rct tru3s dasigncr. 8r&ing shovn istorlatcralsuppoltolindividualwebmroieEonly. Addirionaltempora(ybracingtoinsurcrtabilityduringconstructiooislhcrespmsibilityotthc cractor. AddiUon8l parmancnt bracing of lhe orcralt structure it thc responsibility ol thc bdldiflg dcsiOner. For gcncral guidincc rcgarding labrk ion, quality control, dor.ge. d.liwry, secllon aod bracing. @^sull ANSUTflI auallty Crn.d., OSB49 .nd BCSII Bulldhg CodPonont S.f.ty lntomrtloh .vail.bL lrom Truss Plale lnilhri!. 5E3 D'Ono(rio Odvc, Madisoo, lM 5371 9. cst.TC O.EEBC 0.91wB 0.91 Matrix-MSH DEFL. Vert(LL) Verl{CT) Hoz(CT) in (loc) 4.26 2s214.55 310.22 15 Udefl >999 >1 69 nla ud 360 120 n/a SPACING. 2.GO Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC20ls/tP12014 A theTRUSSco. ttlc. 426.0 TGd 8 4 2 .Job J101 7?90 t' --..Tlra Trugs Co.- liilsr I^' Eugene. OR 97402 .1.G0 lTruss Type ,ROOF SPECIA]. il-4 r 2-9r 0lcd o-1r 5.116 Sele = 'l:88.1 a.oo llz 5x6 - 6 3x4 ? x\6 /) a5 ,, ,rro22 31 3x4 =3)6=4S=2x4 5r5 '\ 7 3x4 \ '1.5x! '\ sxg .\ o 3.oo b2 3x5 -- wls) +I 15t2 ll 6xB 11tz fii+ 16 ax ll 14 2x4 ll 5x8 = t3 3xE =3x5 = 3x5 9-{-0 BO 8-$A 740 .-l DEFL. Veri(LL) Vert(CT) Hotz(CT) in (loc) 4.24 2G22 -0.33 20-220.05 14 Adefl Ud>999 360>999 240 nla nla SPACING. 2.GO Plale Grip oOL '1.15 Lumber OOL 1.15 Rep Stress lncr YES Codo lRC2015/TP12014 GSI, TC BC\ts MAITiX.MSH 0.93 0.64 0.98 Plare offsets (x,YF LOADING (psf) TCLL 25,0 (Roof Snow=25.0)TCDL 8.0 BCLL O.O LUMBER- TOP CHORD BOT CHORD WEBS -81, l7:u.1-e,G3.41, [8:Gil2,G1-8], t9rG2-1.G2-s!, [13:G2-4,G1€],115:s2€,G2-81, [16:G1'8,&2{], [17:o'2'8,v2-121, PLATES MT2O GRIP 18s/1 48 OTHERS REACTIONS. All b6arings 2-11€ oxcept (jt=lenglh) 2=G5-4. (lb) - Max Horz 2:270(LC 8) Max Uplifi All uplin I 00 h or less at joint(s) except 2-187(LC 10), 1 4:1a1 (LC 1 1 ), 13=-340(LC 7) Ma.xGrav Allreactions250lborlessatjoint(s)oxcept2=i428(1C17),'14=1386(LC 1), r4=1386(LC 1). 13=1094(LC 31) FORCES. (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less oxcepl when shotvn. TOP CHORD 2-3:?109267,11=-187!n288.4-5-1654/291, 5-29--12791?2E,6-29.-12621260, &30=-14931369, 7 -3O:16261337, 7€:1 575/223, 8-9=-l 569/166, +10:85/460. 1&11-3,l7/1137 BOT CHORD 2-22-31U1747 ,22-31 = !67/13ss, 31-32=-1 67/1 355, 21-32:167 11355,2621=-167t135s, 7-17 -50U2?E, 1G17 -5911254, 1$1 6:385/1 21, 1 4-15=\ 41U1 6?. 9-15=-151U217, 11-13-104,31332 \ /EBS T22:354192,522=-891552,5-?0-73At255,F20:135/596,1'l'20-27828, 817=-2421792. S16=-137lt638, lG15-253/637, 1G'!3--580/20E, 1+15=-904i354, 8-16-309,77 NOTES- l) Wnd: ASCE 7-10; Vuh-120mph (Ssecond Eust) Vasd=gsmph; TCDL=4.Epsl; BCOL=4.2psf; h=25fi; Cat. lt; Erp B; Enclosed: MVIFRS (envelope) gablo snd zono; canlilever lefi and right exposed i end vsrtical bn and right exposed; Lumber DOL=i.60 plale grip DOL='|.60 2) TCLL: ASCE 7-10; Pfr25.0 pst (flat rool snow); Category ll; Exp Bi Partially Exp.; Ct=1.10 3) Unbalanced snow loads havo beon considered for this design, 4) This truss has been designed lor grealer of min roof live load of 20.0 psf or 1.00 times flal roof load of 25.O psf on overiangs non.concuftenl with other live loads. 5) This truss has been dssigned for a 10.0 psf bottom chord live load nonconcunont wilh any other live loads. 6) ' This truss has been desigoed for a live load of 20.0psf on the bottom chord in all areas where a reclangle 3-G0 tall by 2-G0 Wde wil m bstwoen the bottom chord and any other members, wilh BCDL = 7.0Psl. 7) Provide mechanicalconnec{ion (by others) of truss to bearing plat6 capable of withstanding 187 lb uplin 8t ioint 2, 141 lb uplifl at coi$fllJd e9$Adg P uPln ar ioint t3- Woight: 225 lb FI = tok St,uc{ural wood shealhing direclly.sppliad. Rigid csiling direclly applied or 5-8-10 oc bracing. Excepl: +fi oc bracing: 'l+15 '1GOo oc bracing: 17-19 'l Row at midpt 5.20 MiTek recommends thal stabilizsrs cross kacing be installed during lruss ereclion, in accordance with Stabilizer OREGON ?tl cr82 2x4 DF No.2 2x4 DF No.2.Excepl' 83: 2.x4 HF No.2, 86: 2x4 HF/SPF Stud/Std 2x4 HFISPF Stud/Std 'Except' W2,\4/3,W4,W6: 2x4 HF No.2 2x4 HFISPF Stud/Std BRACING. TOP CHORD BOT CHORD \ATEBS RENEWS: 1U31ng August 13,2018 - - [ mnU,tlC . Varity desisn petanete* a'td READ NOf ES Ott THIS AND INCI U1)ED Utf EN QEFERENCE PAGE Mt-?173 BEFORE USE. D6si9n valid lor 6e only wtlh MiTGk conneclors. This dosiEn ir bEsed only upon paramcleB shryn. and ir tor an ,ndiviCual buiHing component. Applicabilfty oldesigo paramenters a6d prorer incorporslion qt @mponeol is r?sponribllity ol bullding d.sigo.r- not tru6s d6iignr.. Bracing ahown E lor lalcral suppdd ol lndividual web m6nbe6 only, Addition.l temporary bracing to loiuta alrbility dun.g conslru.tion is lhs r€spongibillity 0t fte .r6ctor. Addilionalpemancntb.acingollheove..Istrucluroisthqresponsibililyoflhebuilda^gdesig0ar.Forg€rcrdguid.nc.regarding labricslion, quali9 conlrcl. ilorage, delivdry, 6rection .od br.cing, @nsult ANSn?|1 Qu.llty c.tlerl., OSB{0 .nd BCSl1 Auldine Compon.nt s.faty lntom.tlon avrilable rrom Truss Plate tnsldd., 583 O'Onotio DriE. Madison W 53719. A theTRUSSco.txc. iPlY Itl , 4rao 426-0t oo,a lIffi 3 i Truss ln, I .l The Trus5 Co.. Eug.o€. oF 97402 LOAD cASE(Sl Standard SPECIAL BNc€Hon)es t2411710 2 ;[ WlCl,to. V..-ty dsign patanete.s and REAO NotEs oN fH]S AND INCLUO|D MIFK REFFRENCE PAGE Mtt.74i3 EEFORE UsE. Dlrign vslid rd u36 only vdh MiTsk connoclors. This derign is based slyupon paramelers shm. and ir tor an individual bulldlng cmponert Applic6bility otd€slln paam€ntcrs .nd p.op€r in6rpo..iion ol componcnt i. rcsponiibility ot buildiog dcsrgner - iol lrus3 dctigoer. Bracing shwn isfo.lst.r.lsuppodothdividualwebmemb6rsonly. Additionsll.mpor.rybacihgtoiorurastabilityduringconsttudionigthcrespon$ibillilyolthe eroclor. Additionalpemanontbracingofiheov6rallslructuroisiherBsponsibilityofthabuildingdasigncrForgeneralgui,JanccreEardlng rebricatiM, qu.lrty6nl,ol do.age, dsliwry, er?clion and btaciog, conEul At{SUTPll Ouality Critat'h. OSB49 and BCEII Buildhg Compomnl s.Lty lnlom.tlon availau. ftom Tru.6 Ptrts lnslilsts, 5E3 Dongl.io Drivc. Madien, W 53719. A theTRUSSco. tttc. Job t. ',ttottzeo Truss A6 The Truss Co.. Eug€ne. OR 9740? {6 lTruss rype f"""::':: aiE wxran Cu*on+lom-es 3r4 i' 7 112111741 S€le = l:87.2 - ___E4{ _-_-.--_ 12-}10 , t&3-0 2+9-0 -' &r-l ' ttt4 ' slr6 s&o 5x6 s 3x4 3x6 soo [t 28 /- -4J 29 5x5 :\ 6 ,+1.5x4 \ 3.oo i r2 5xE .\ I 3x5 -: we 14 lotl n13 21 30 3x4 = ,o ,, .,n t3 2x4 ll 5x8 = 12 3xg =3x6 = 4rg = 17 1E Zx,t Il 6x8 = 15 4x5 ll 3x5 = 3x5 L11i A.CA )-114 DEFL, Vert(LL) Vert(CT) Hoz{CT) in -0.24 -0.33 0.05 (loc) l$21 1*21 t3 Udefl >999 >999 n/a Ud 360 240 n/a SPACING. 2-GO Plare Grip DOL '1.1s Lumber DOL 1.15 Rep Slress lncr YES Code lRC201s/TP12014 cst. TC BC vl/B Matrix-MSH 0.9'l 0.64 0.98 LOAOING (ps0 TCLL 25.0 (Roof Snow=zs.0)TCDL 8.0 BCLL O.O LUMBER. TOP CHORD BOT CHORD Plate offsets (x,YF :G2-3,Edgel, WEBS 2x4 DF No.2 2x4 DF No.2'Excepl' 83: 2x4 HF No.2, 86: 2x,t HF/SPF Stud/Std 2x4 HF/SPF Stud/Std'Except' V12,\AI3,W4,\46: 2x4 HF No.2 2x4 HFISPF Stud/StdOTHERS t6:Gl-9,c,3-41, [7:o-1-12,G1-81, 18:0-2-4,G2-El, 112:G2-4'G1€1, [14:G2-8,s2'81' [1 5:G1 -8,G2{1, [16:G2€,G2-1 21. PLATES MT2O GRIP 1 E5/14E BRACIHG. TOP CHORD BOT CHORD WEBS weiEhl: 224 lb FT = 8%o Stru6{ural wood shoalhing directly aPplied. Rigid ceiling directly applied or 5-8-14 oc bracing. Except: 4-m oc bracing: 1914 1(HI.o oc bracing: 1 Gl8 1 Row at midpt +19 recorffnends thal Stabilizets and required cross bracing be installod during truss erection, in accordance with Stabilizer OREEON ,h 6182 REACTIONS, All bearhgs 2-1 l-8 except O-l€ngth) 1=0-$8. (lb) - Max Horz 1=265(LC 8) Max Upm All uplift 10o lb or le6s at joint(s) except 'l:168(LC 10), 13-141(LC 11)' 12=-340(LC 7) MaxGr€v Allreaclions250lborlessatioint(s)exceptl=1361(1C17),13=13E7(LC 1), 13=13E7{LC 1), 12=1088(LC 31) FORCES. (lb) - Max. Comp.iMax. Ten. - A[ forces 250 (lb) or less excepl when shorrn. TOP CHORB 't-2:2oEat27a,2-3:1881129't,3-4:1660/294, 4'28-12A0229, $28='1263/260, $29=-1 495/369, &29-1621 1345, G7 : 1 577 t224, 7-E=-1 570/167, 8'9=-85/460' 910=-317lt'131 BOT CHORD 1-21 -31 3/1 753. 2 1-30=168/1 358, 3&31 =-1 68i/1 358, 2G31 -168/1 358, I $20=-1 68/1 358' 6 1 A4901228, 1 $1 6=60/1 256,'t + 1 5-3eil 1 21, 1 &1 4:1 4 I 4/1 63, 8-1 4='1 5 I 1 121 7' 1o-12-1038/332WEBS 2-21-35An91.+21=-921557,419=710t256,$19-136i597, 16'19=27F28' *16=-2421782,s-1 5=-137/1 639, s14=-253/533, 912=676/208, 12'14:898/354. 7-15=-31O177 NOTES. 1) Wind: ASCE 7-lO; Vuh=120mph ($se6ond gust) Vasd=gsmph; TCOL=4.8psf; BCDL=4,2psf; h=25n; Cal. ll: Exp B: Enclosed; MWFRS (onvelop€) gable end zone: cantilever lofl and righl exposed ; end vertical left and right exposed; Lumbor DOL=1.60 Plale grip OOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psl (rlat rod snow); Category ll: ExP B; Partially Exp.; Ct=1.10 3) Unbalanced 3now loads hav8 been considered for this design. 4) This (russ has been desiqned for grester of min roof live load of 20.0 psf or 1.00 tames flat roof load ol 25.0 psf on overhangs non-concunent with othef live loads. 5) This truss has b6on designed for a 10.0 psf bottom chord live load nonconcurent rvilh any other live loads. 6) ' Fhis truss has been designed for a live load of 20.opsf on lhe botlom chord in all areas where a rectangle $6-0 tall by 2-00 wide will fd between the bottom chord and any other members, with BCDL = 7.0Psf. 7) Provide rnechanical connection (by others) oftruss to bearing plate capable olwithstanding 168 lb uplift at ioint 1, 141 lb uplitl al c"il*5[Je 6n$ff8 F uplin at ioint 12'RENEWS: 1?J31118 August 13,2018 I Wrlnlt,VO-Ve.llydtsisnpz.an.t.^rh,tREADNOl€soNIHtsAND]N1LUOEOMITEKREFERENCEPAGEMt-7173il€FoREltsE. Ociign v.lidfor H only wilh Mltck comccloB. Thas delign is ba6.d onv lpon parrm6lers shqn. and is for ar individual buildlng comPomnl. Appllcaulity ol &slgn paamnler3 and prop€r incorp.rdion otEmpon€nl i3 respoNibility ol building designer - not trust dcaigner. EEcing lhNn iriortal.ratsuppoioitndividuatwebmembe6on!y. Addilrcn.liBmporrrybraringloinsucstabilitydu.ingconstrudioniithcrctpoorDlllityolthc cre6tor. Addilional pemaocnt bracing of lhe overall d.u.tor. iE lhe .€sponsibilrty of tho building dcsigner. F0r general gurdancc regarding frbricalEn. qualily ast.ol, slorag., dafvery. er..iion .nd br.cing, @.sult ANSUIPII Qu.ltty Crftr.l., DSB{9 rnd BCSI1 Eulldltrg ComPonail S.Lty lnfomatlon available ,rom Ttoss Plal. lnslitL't6, 5E3 D'Onotrio Drivc, iladi.s. W 537t9. A theTRUSSco.ntc. , 29+13 -r-a--ii- 42+O-I"!d 3N|osSSnutr.eqi7 '5l,leg M 'uoslperl '? 90 o!4ouo,o cag 'aFlllsq 9teld sarul uo{ snqr?^e uooluolul aat?s luauoduo3 Eutplna |'lg?E Dur 6t:gs0 .lpi}!.C Altno IUIJ|SNV lnsuo3 '6uli?lq pu? Uotl]il? 'Aladlrp eo?&p .lolluol {pnb .UqlrCuqs, 6utpre6el tgueptn6 leJeuab ,o3 ,?u6!s?p 6upilnq ?qt ro llHruodrar eql 5r t)npnlp [?/a o aql,p 0!p?4 ]uaueuEd ltoolugpv topera 6u lo llfiqEuodrt eq] s! uo|l,rutsuot oulrnp /qlmets elnrut ol 6uperq ^rqroduel lguolUppv {uo $aquau qaa pnp60ur lo loddns leretet Jol sl uaor]r oubeig leu6lsaD ssDl lou -Jauolsep 6uo|mq ro /Qflq!6uodsal s! lueuodom Jo uo[erodro]u! redod pue getua@"r?d!6Fap lo,qtDqec{ddv'|Uauodue Eurolnq tenp! lpul ue rol !l pue 'urcqs sialausred uodn Auo paseq s! uolsap rU1 !ope!uo, teIH qUA ^uo asn Jo) prt?^ uotsto 'jSn ZAOI)A iltnvt !ltvd IJNtA)1ZU >tjuW OZOnIONT eNV st)il NO SatON lVJtJ yut' s)!tcuelud ubsep Au;rA - cNtNgvfr l/lo^tn9'l'0uPqdzv-u l' z a6PJ 0toz 10 gt:et ct Dnv t0zHdgr/odUpOlon6abaq^9C-HtplzInyXpNnCo9t4aUsuol^ rul sautsrrLl l.I'h 0 toz 62 r?n s 0zz I PSNeqd:Ot lercads Joo! PrePUelS (S)3SVC oV_Oi z0'15uo aua6nl oJssruIaq1 9V '''' llEnolldol'5r.16 jilaE !-6r r'1'!tzI sauoH d ssnJll ssruI "" ljri. [uo :J1017290 I itruss i iTruss Type I iROOF SPECIAL P 8ruce Wi6in dustm xmes MiTek lnc Mon 13 n2qtllqz I The Tru!3 co.. Eugenr. oR 97402 lD:ph3NBzl 3x5 = G4-{16 24 2..$, 3Gt12 r11€- 511{ 'u2-tl' 34-8 27 3x4 \\ 6 3x6 \\ 7 2a 3x4 \ 8 , 3".4-1a , 37-1-2 , 6i+0r 1-1-11 3.00 12 S€le = l:85.4 5x5 - 3* /.' 4 a.oo llz 3x4 , 26 3 1.5x4 '\ 2 5x10 -.-I 1.5x1 .'t v{b' N Tt 11 1z 3x5 = rB3 18 3o 17 31t9 29 3x4 =3x6=36= 16 15 3x4 = 3xO = t4 3x4 = '13 4x5 = in (loc) 4.22 17-19 -0.33 1tl7 0.08 13 llden >999 >999 nla Ud 360 240 n/a Vert(CT) Horz{CT) DEFL. vert(LL) SPACING. 2.GO Plate Grip oOL 1 .'15 Lumber DOL 1 .15 Rop Stross lncr YES Code lRC2015/TP12014 LOAoING (psr) TCLL 25,0 (Roof Snow=25.0)rcoL 8.0 BCLL O.O LUMBER. TOP CHORD BOT CHORD WEBS csl. TC BC WB Pt.ATES Mr20 GRIP 't85t148o.77 0.69 0.E4 REACTIONS. 0blsize) 1=14l0/Mechanical, 13=1976/GSB (rnin. G!4) Max Horz 1:265(LC 8) Max Uprft 1=177(LC l0), 13-281(LC I 1) Max Grav t=1429(LC 17), 13=1976(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All torces 250 (lb) or less excepl when shown' TOP CHORD 1-2-22O712s6,2-3-200U2A2, }4-18241311,4'26:13981239, $26=-1381/271, 5-27=-1?AU285, *27=13771257 ,6.7-16951257 ,7'28-17731239,6-28='1856/233, 8-9-1631/'194, $1 0=-38111 440, 1O-1't:332t1 128 BOT CHORD 1-19-327t1928, 19-29-182t1537 .29-3o:182t1537 . 1 E'30='1 82/1 537, 17-18=-182115?7 , 17-31:79/1369,1&31:79/1369,1$16=-79/1369,14-15=-114115E9,13'14-98/'1401, 'I 1-13-1032/345WEBS 2-19-357h94, r119=-93/542, 4-17-7391258,5-17:19E11 118.6'17:603/236, G1 5="!,41373. E-l 4:69'l /206, 9- 1 4- 1 1 41550, 9-1 3-2590/333, 1 G 1 3='54 1 /1 39 NOTES. 1) \Mnd: ASCE 7-10; Vult=120mph (+sec-ond gust) Vasd=gsmph; TCDL=4.8psf: BCDL=4.2psfl h=25fl; Cat. ll: Exp B; Enclosed; MWFRS (envelope) gable end zone; cantalcve( bn and right exposed , end vertical lett and righl exposed; Lumber DOL=1.60 plate grip oOL=1.60 2) TCLL: ASCE 7-10; Pl=25.0 psf (flal root snow); Category ll: Exp B; Partially Exp.; g1=1.19 3) Unbalanced snow loads have been considered for this design. 4) This truss hes bean dosigned for greater of min roof tive load of 20.0 psf or LOo limes flat roof load ot 25.0 Psf on overhangs non-concunent with other llve loads. 5) This truss hae been designed for a 10.0 psf bottom chord liv€ load nonconcrnent with any other live loads. 6) 'This truss has been designed for a live load of 2o.Opsf on the bottom chord in all aroas wiere a reclangle 3-6{ tallby 2-G0 wide wiil fn between lhe bottom chord 8nd any other membcrs, wilh BCDL = 7.0psf. 7) Refer to girder(s) lor truss to truss connedions. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uPlift at joint 1 and 281 lb uplift at joint .l3. LOAD CASE(S) Standard -- - A &ARN]NG.v.nrydesisnpatedrtrf,\ahdREADNoIEsoNl9lsANDINC:uDEoMI1EKREFEREN1EPAGEMI-7173BFFor<tUsE. Ocsign vrlid for 6e ootyrilh MiT?k comeclo,!. This 6€si9n B basod onlyupon pa.@ler$ 6hiln,.nd is td.n individu.l blilding cmpo@nl. Applicabiltty of deltgn paramenrr! and prop.r in@rporalion ol @mporcnl is cspmllbilrty ol brilding d€siEner. not lM. designer- 8mcloo lhowtr ir lor latcEl suppon ol individHlweb membets only. Addition€l tomporary bdcing to abure itability dunhq @nrtrudion is thc rctponliblllity o, thB crecloi. Addilionalpemanca{bracingollheov6rallslrucluraiEthoresponslbilityO(lh6buildinodosigner,Forg.ncralguidance16gardlng {.bricdion, qua,ity aMtrol. elsage, delryery, er.clion ..d br.cif,g, @nslll ANsnFh Os.ltty cft.rla, DSB{g and BCEII BullChg ComPonent S.lety lnlgmallon avallablc lrom Tdss Plai. lnslil{rt€. S83 D'Onofrio Driv., Madison, W 53719. Weight: 206 lb Ft=8% Slruclurat wood sheathing dkectly aPplied or 2'2'0 oc Purlins- Rigid ceiling directly applied or lGSO oc brsciflg. Except: 5-1G4 oc bracing: 11-13. 1 Row at midpl 4-17, $17 recommends thal Slabilizers and raquired cross bracing bo installed during truss ereclion, in accordanc€ with Stabilizer OREGON ?fl Gf82 Malrix-MSH 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Slud/Std 'Except' W2,!AE,W4,1 /5,V1/E: 2x4 HF No.2 BRACING. TOP CHORD BOT C}]ORD vl/EBs RENEI'IS: 12131t18 August 13,2018 A theTRUSSco.mc. et 5-1 l$ UJ 12-!10 1&3.0 1 Truss Type .Rool Speci.l I 8ruce W€clerl Cullom llomes 112111713 J10t 7290 Th6 Truss Ca.. Eugene. oR 9?,102 ,e l.rob I ___) tr1$ Scle = 1186.1 5r5 : s.oo flt 3x4 /z 28 3x4 \\ 3\6 // 5 7 3x6 -\ 4 I F,il 1.5x4 \\29 3x4 \\ 3 3.00 hL 1.5x4 // wll ,1x5 = m 5x10 -- 't0 17 16 3x4 = 3x6 = t5 3x4 = 12ig F{{d o t,I5d20 30 3x4 = 19 3t te 36=3rB= 32 3x5 3x5 Ll li 6-2.1 0s-4-o cst, TC 0,76 BC 0.69 \AiB 0.8i1 Matrix-MSH in (loc) -4.22 18.?O {.33 1&180.07 14 Udefl >999 >999 n/a Ud 360 210 n/g DEFL. Vert(LL) Vert{CT) Hoz(CT) SPACING- 2.GO Plate Grip DOL 1.15 Lurnber DOL I .15 Rep Stress lncr YES Code lRC20ls/TPl20'l4 LOADING (Ps0 TCLL 2s.0 (Root Snow=2s.0)TCDL 8,0 BCLL O.O LUMBER. TOP CHORD BOT CHORD WEBS PLATES MT20 GRIP 185/14E 2x4 DF No.2 2x4 OF No.z 2x4 HFISPF Stud/Std 'Except' V\2,W3,W4,W5,\i1/6: 2x4 HF No.2 BRACING. roP cHoRo BOT CHORD v1/E8S Weight 207 lb FT = 8% Structuralwood sheathing direc,tly aPPlied or 2-2-0 oc purlhs. Rigid ceiling diraclly applied or 1GSo oc bracing, Exsept: 5-tG0 oc brscing: '12-t4. 1 Row at midpt tt8,7-18 MiTek rscommends that Slabilizers ci6s bracing be installed during lruss ereclion, in accordance with Stabilizer REACTIONS. (b/size) 2=14771Ga.8 (min. G2-7), 1i1=.l975/G!8 (min. G3-4) Max Hoz 2:270(LC 8) Max Uplin 2:196(LC 10), 14-281(LC 11) Max Grav 2=1a96(LC t7), 14=1975{LC 1) FORCES. (lb) - M.x. Comp./Max. Ten. - All forces 250 (lb) or less except hihen shown. TOP C HORD ?-3=222U2E3, 34:l 994/279, 4-5:1 E 1 E/306, 5-?7 -- 1397 t 239, 627 =-1 37 91 27 1 . &28=-12821285, 7-28-13761256, 7-8-t 694257, 8-29>1 772239, 9-29:1 855/232, 9-l 0=n 63 t /1 93, 1 tr1 1 :38 1 /'l 448, 1 1 -1 2=-3321 1 134 BOT C HORD 2-2o:324t1921 ,2G30=-1 80/1 535, 30-31 =-1 EO/'l 535, 1 9'3 1:1 E0/1 535, 1 8-19=-1 60/J 535, 18-32-79/1358,17-32-79t1368,1SI7=-7e/1368, I5-16=-11{1588,1#15-98/1401, l2-14*1o38t345WEBS &20=-353/192, $20=-90/536, *18--736t257 , e-18:198i 1 1 17, 7-18-610/236, 7-1 6=-13/373, 9-l 5-69,1/206, 10-1 5=-'l 1 4/553, lG 14=-2588/333, 1 1 -1 4-544/1 39 NOTES. 1) Wnd: ASCE 7-10; Vult=1 20mph (&second gust) Vasd=g5mph: TCgL=4.8psr; BCDL=4.2pst: h=25t1; Cat. ll; Exp 8; Enclosed: MWFRS (envelope) gabte end zone; cantilever bn and right exposed : end verlical lell and right exposed; Lumber oOL=1.60 plale grip DOL=1.60 2) TCLL: ASCE 7-1 0: Ff=25.0 psf (flat roof snow); Calegory ll; Exp 8; Pa.tially Exp.: Ct=1.10 3) Unbalanced snow loads have been conskiered for this design. 4) This |russ has bcen designed for grealer of min .oof live load o, 20.0 pst or 1.00 limes flat roof load of 25.0 psf on overhangs non-concunent wilh othor livs loads, 5) This |russ has been designed for a 10.0 pst bottom chord l,vs load nonconcunenl wi(h any other live loads. 6) 'This truss has been designsd for a live load of 20.0pst on the bottom cfiord in all ateas where a rectangle &6-0 tall by 2-0-0 wide will m betu/eBn the bottom chord and any other members, with BCDL = 7.0psf. 7) Proyide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 1 95 lb uplift al ioint 2 and 2E1 lb uplifl at joint 1,1. LOADCASE(S) Standad RENEIYS: fl31t18 August 13,2018 7'1 6182 [ #tnulO.Verilyd*ignparametersend1IFADNotESONfHIsAND|NCLUDFDMIIEKREFERENCFFAiENuT..7IaEFoREUsE. Desigo valid lff use only with MiT€k conoedqi. Ths design i5 based only upm paraneicrs shwn, and B lq an indNidual buildlng cmporcnt. Appli@bilhy of dcsign p.Emo0ters and preper incoooration of @mponcnt is rcspon8ibiliry ofbuilding designar- mt truss dcEigdel B6dng shown is fo( lateral rupport ol indlvidual web m?mbe.s only, Additiooal lemporary bracing to insurc stability durirtg construdion is tha respmsibilldy or thc crcslor Addilionalpcm.nentbraciogollheoverallstruclureisthcresponsibilityorlhcbuildingdesigocr.Forgcner.lguidenercgarding fabricatpn. quality Bntrol norage. dclivery. erection ild bracing, consull ANSlmlt Ou.llty Crttoda, OSg-89 rnd SCSlt Bulldlng ConPon.nt Srtltylnlom.tlon ev:il.blelromTrussPlatelnititde,5S3O'OnofiioDnve,Madison.W53TlS. A theTRUSSco, rxc jiou i rruss lA8 I -1-G0 6-,4-4lEd &4-4 ' s-tt* 6 t lr:" ii'riiss I lns latv I ls I'o Btuc6 VMeche.l Refelencg (optionsl] -.lnc Mon 7290 11211A711 Scle = 1:82.3 8.220 sThe Trus! Co.. Eugerc. OR 97,t02 -rje4 _._ .ct!_-t2.lro 1&3{ ' -----}A'24.- -T1-12 -r_o.{t 6-4-1 Efi4 ._ s1-6 -- txE ' t11.6 e.oo [iI 8x8 \\ 416 -\ 76 t.5x4 \\ $4-4 5x5 6 3x4 3x6 5 ,2 // 1 1.5\4 // 9 3 'otI 15 22 3x4 = 1314 25 11 3x4 = 23 12 24 316 = 3x8 = 1.5x1 /l 3x5 3x5 ?-d.{sn-ouo OEFL. Verl(LL) Vert(CT) Horz{CT) in (loc) 422 14-15 {.30 1+150.02 10 l/defl >999 >851 nla Ud 300 240 nla SPACIHG. 2.GO Plale Grip DOL 1.15 Lumber DOL 1 .15 Rep Stress lncr YES code lRc201s/TPl20l4 cst. TC BC WB MqtTiX.MSH o.43 0.56 0.54 (psr) 25.0 8.0 0.0 Snow-25.0)(Roof TCDL LOADING TCLL BCLL LUMBER. TOP CHORD BOT CHORD WEBS 2x4 OF No.2 2x4 OF No.2 2x4 HF No.2 \ /8,W1: 2x4 PLATES MT2O GRIP 185t148 BRACING. TOP CHORO BOT CHORO Strucrturelwood sheathing direcily applied or $2-0 oc purlins. Rigid ceiling dhec,lly epplied or 1GG0 oc brachg, Except: +o{ oc bracing: 12-14. 1 Row at midpt e14, t14, 7'12 Weighl: 189 lb FT - E% RENEI{S: 17131118 August 13,2018 'Except' HF/SPF Stud/Std \^/EBS REAGTIONS. (lb/size) 2=917/tr!8 (.nin. G1-8), 12=1458/0-98 (min. G24), 10=6,12/Mechanicel Max Hoz 2=266(LC 5) Max Uplilt 2-120(LC 8), 12=185(LC 8), 10-83(LC 9) FORCES. (lb) - Max. ComP,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD Z-s--11761148, $4:969/169,4-5-777t17?, $6=-348/166, G7-350/149' 7-6:366/143, E-9:5451141, 9'10-75211 19 BOTCHORD 2-15-21411O65,1*22=9Z66E,2243-921668,14-23-92/668,1!14:366/19E, 'I 2-,l3-3661!98,'lGl 1-16/573VVEBS 7-1 4:1 20/965. 7-1 1 =-96/499, 9''l 1 -356i 1 88, 5-1 4:684/256, 5-1 5='E9/563. &1 5=-358i t 93, 7 - 1 2--1 5 1 U21 2 MiTek recommends that Stabilizers cross bracing be installed during truss ereclion, in with Stabilizer NOTES- 1)Wind: ASCE 7-10;Vutl-l2omph ($pcond gust) Vasd=gsmphi TCDL=4.8psf; BCDL=4.2psl: h=25n; Cat. lli Exp B: Enclosed; MVVFRS (envelope) gable eni zone; cantilever lan and righl exposed ; end verlical left and right erposed; Lumber OOL=1.60 Plale grip DOL='t.60 2) TcLL: ASCE 7-10; p1=25.6 psf (tlat roof snow): category ll; Exp B; Partiatly ExP.; Ct=1.10 ei This tnrss has been designed for greater of min root live load ot 1 6.0 pst or 1.OO limes llat roof load of 25-0 psf on overhangs non-cancurcnt with olher live loads- 4) This lruss has been designed tor a 1O.O psf bottom chord live load nonconcunent wilh any other [vE loads- Si " ttrls truss has been deiigned for a live load of zo.Opsf on the boltom chord in all areas where a rec'tangle 3-H tall by 240 wide will frt between the bottom chord and any other rnembers, with BcoL = 7.0Psf. 6) Reter to gkde(s) tor truss lo truss connections, 7i providerirechanicalconnection(byothers)of trusstobearingplatecapabteof wilhstanding t20 lbuptittalioint2, 185 lbuplitlat joinl 12 and 83 lb uplitt at joint 10. LOAD CASE(S) Standard i[ wnauwe - v"nry d*ign pe,meters enrl READ NorES oN fHts aND TNILUDED M:TEK REFETaENC€ pacE Mtt-7!7J BEFIRE usF Design valid for u* only vith MiTek connedor3. Thlt d€rign ls besgd only upon parameters shwn. and B tor an indtsirual building componcnl. Appt i.bility o, dcsrgn parament.rs and p,op€r in@rporation of @mpon€nl is responsibilhy of building designer- nol ldss dasigncr. Brecino ihown as tor laler.t ruppoil of individu.l wcb mcmbe6 ooly. Addnrcnal temporary bBcing lo insu(c stabllry dlring con$rucfion i9 lho rospoflsiblllity 0l the 616ctor, Additionalpermenentbr.cingottheovcEllsl^rclureisth.rosponsibilityollhcbuildingderEncr.Forgln€ralguidaneregaldiog tab.ic.lion. qullity control. Corag., delivery. €reclion md braci^o. conaufl ANSfiPll Oualtty Crt!r|., osBJo .nd BCSII Eulldlng compon.nt satetylnfom.llon availablcfiomTDtsPlalclnslilule,St3DonofrioDive.Midison.WS3Tr9. 1tl6'82 A theTRUSSco.lt'tc. I ype .l 2 ,Job Jr0t 7290 Th6 TNss Co . lTmss- I iAt0 t Eug.n.. OR 97{02 i3 3?G;018 P"o" 1 KkJpXsABbDyoFTv |2414715 S€le = 1i85.7 -l4o ?-tr-13 8+o , 13-sa | .-.- l6*i ' -----2!LZL{+d z-rr-r: ' 5+3 }5-! a-g-l s'11{ 6)G = s.m.lt 1.5x4 ll 6 ]Oty ,PY . 8ruce Wech6ttcuslom Homs tll-6 6-{-4 3x,l'\ 3x6 \89 1.5x4 /,' 10 3x4 , 3x6 lz 4-€-8 4 1x5 a J- io "tI H 21 'xA " e l.$ft2 rr 19 4x4 = 27 12 6x8 =17 16 7x8 = 1.5x4 ll 15 14'13 3x8 MT18HS = 4x8 = 3x4 -3x5 1.5x4 ll 5e sa4 9a-0 DEFL, Vert(LL) Ved(CT) Horz(CT) in (loc) .0.22 1$,'16 436 12-26o.?a 1'l Ydefl >999 >503 nla ud 360 240 nla SPACING- 2-0-O Pleto Grip DOL 1.1 5 Lumber DOL 1.15 Rep St(ess lncr YES Code lRC2015/TP12014 csr. TC 8C WB MATTiX.MSH 0.46 0.83 0.69 LOADING (psf) TCLL 25.O (Roof Snow=25.0) PLATES MT2O MT18HS GRIP 185/148 2201195 TCDL BCLL LUMBER. TOP CHORD BOT CHORD 8.0 0.0 ' VlEBS \,1/EBS OTHERS REACTIONS. (lb/slze) 11=1296/Mechanical,2=1460/S'$8 (min. &2{), 13-2651G5-€ (min.0-1-8) Max Hoz 2=267(LC7l lvlax Uplilt 11=.l84(LC 9),2:178(LC 8), 13-6(LC 8) Max Grav 11=1296(LC 1), 2=1460(LC 1), t3=363(LC l6) FORCES. (lb) - Max. Comp./Max. Ton. - All lorces 250 (h) or less excepl when shown TOP CHORO 2-3=4$6n38,u:228A3o5,+5='17281255, F6-1591/270, S7-171214'l't. ?4-1209t274, 8-9-1527 l3?4, F1 0=-1 748/321. 1 0-1 1 -1955/300 BOT CHORO 1*15:7A12U, l3-14--72J12U, 13-127-7211231, 12-27=-7211234, 11'12:16711575, 1 9-20-639/3308, 18-19=-301/1865, ?-20=-78914239 VVEBS 4-19:9/382,4-18:669198,8-12-96t442,&18=-345/206,1$1E='22l888' 1 Gl 2-365/1 93. T2O:287t1709,3-1 9- 1480/345, 7'18-324t1131 ' 8- 1 5=-61 0/260 Weight: 207 lb FT = 8% Slrucluralwood sheathing directly aPplied or 2-sl4 oc pritlins. Rigid ceiling direc(ly applied or 1GO-o oc bracing, Except: 7-1S.10 oc bracing: 19-20. 1 Rowal midpt &16,8-15 MiTek Slabilizers and cross braciflg be installed during truss oreclion, in accordance with Stabilizer 2x4 DF No.2 2xil DF No,2 tExcepl' 82: ?x4 OF No.1&Btr 2xil HF No.2.Except' W3,W4,V\ffi ,W1 l,W2: 2x4 HF/SPF Stud/Std 2x4 HF/SPF Stud/Std BRACING. TOP CHORD BOT CHORO NOTES. l) Wnd: ASCE 7-10; Vult=12Omph (lsecond gust) Vasd=gsmph; TCDLE4.Spsf; BCDL=4.2psf; h=25ft: Cat. ll; Exp B; Enclosed; MVIUFRS (envelope) gable end zone; csntilever len and right exposed ; end vertic€l left and right exposed; Lumb6. OOL=,|.60 plat€ grip DOL=i.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow): Category ll; ExP B; Partially Exp.; Ct=1.10 3) This truss has been designed for grealer of min roof live load of 1 6.0 psf or 1 .00 times flat roof load of 25.0 psf on overhangs non-concunent with olher live loads. 4) All plates arc MT20 plates unless olhetwise hdicated. 5) This truss has been designsd for a 10.0 psf bottom chord live load nonconcunenl with any olher live loads. 6) . This truss has been deaigned for I livs load of 2o.Opsf on the bottom chord in all areas whar€ a rectangle }il lall by 2'&0 wide will fit between the bottom chord and any other members, with BCOL = 7.0psl. 7) Refer lo girde(s) for truss to truss conneclions. 8) p.ovide mecnanieal connection (by others) of truss to bearing plate capable of wilhslsnding 1 84 lb uplift at Joint 1 1 , 1 78 lb uplin at ,oinl 2 and 6 lb uplin at joint 1 3. LoAD CASE(S) Standard RENEWS:1231,18 August 13,2018 ORESON _ il16182 I Wnet,Ue-v.;tydsignpaameterse'dR€AoT,ToTFsotlIHIsANDtNcLUoEDMfiEKREFERENCEPAGEMtt-7471aEFoREL!sE. Delign vald tor usr sVwilh MiT.k @trocctors. ThiS dcaign it basad mly upon param€t€r! shown, and i5 lq an individlal buildlng componenl. ApplEability oI d6iiEn par.mont.B and prop€r in@moralion ol componeil ia re8pfflibilily of building designn - not lruss designer. Brachg 3hown istorlal€€lsupponolindividualwebm€mbe.sonty. Additionallamporarybracin0toineerortrbilitydudngconstrucliqnisthercaPmsibillityollhe e,€ctd. Additional pmenont bEcing ot lh. ov€rall llruclure is the respmsibilily ol lhe building doslgaer. For general guidlncc .ega.dlng tabndtren, quality @ntrcl, stora96, delivery, s.eclion and bracing. con.ull ANSUTPII Ou.lity Crtrotia, DSB.89 lnd BCSI! Bulldtng compon6nl satatylntomrtlon alailablofromTru6sPlalclnstilute,SSSo'onofiioorive,Madisn,w5371g. A theTRUSSco.lr.ic lTruss l*oo, Tyge SPECIAL F 4: 2 8ruce WechEd Coslom Homes io' I Truss AI IGE lqtY Ilr _ ___t .. . ' aTruss ryp; '- Iro lJr01 t124rl I Job Reterence (oplronal). tD:ph3NSzlsReM6oC E22O ! May232016 U,leklndLslts. lnc MonAuq l3 l3 37 582018 Pag. I UNdXKtrTiTd4H-z N lHlnlXW0l9i 22O35awlQ38lapGpopa6?Arlt6yoFTl 1&!0 S€le = 1 8O.l 20 5x5 \ ?'1 ,COMMON SUPPORTEO GA87290 The Truss co- Eugene. OR 97402 _ 18-$0 1&&0 5x5 r5a.oo Fz' 1514 17 18 19il 'to 5x5 /z I ?37 24 25 4 2A tsr+dj 3x5 = s4 s3 sz 5't 50 49 40 47 46 /r5 41 43 42 11 $ ga lz 36 35 3a 33 32 31 30 29 3x5 = a0 3)G = 2 .+ SPAC|NG- 2-SO Plate Grip DOL 1.15 Lumber OOL 1.15 Rep Sfess lncI YES CodE lRC2015/TP12014 cst. TC BC WB Matrix-SH 0.06 0.(M 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.o0 0.01 (loc) l/d3fl Ud1 rvr 120 1 nl. 90 28 ila n/a LOADING (ps0 rcLL 25.0 (Roof Snow=2s.0)TCDL 8.0BCLL O.O LUMBER. TOP CHORO BOT CHORD OTHERS PLATES MT2O GRIP 1 E5/1 48 2x4 OF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std 'Except' sT13,ST12,ST1 1,Sr1 0,ST9,ST8,STl4,Srl 5.ST'.l 6,ST17,STl8: 2x4 HF No.2 BRACING. TOP CHORO BOT CHORD VVEBS Weight 299|b FT = EYo Struclural wood shealhing directty applied or eGo oc Purlins. Rigid coiling diractly appli€d or 1SGo oc brscing. 1 Rowatmidpt 1142,1+43, 1!44, 1245,11-46, 1&41 17-39,18-38, r9-37 M,Tek remmmends that and required cross bracing be installed during truss ereclion, in accordance with Stabilizer REACTIONS, Atl bearings 3&&0, (lb)- Max Horz 2=266(LC5) Max Uplin A[ upln 100 lb or less at ioint(sl2,42,43,44, rts, 46, 47, 48,49. 50, 51 , 52, 53, 54, 41, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28 Max Grav All reaclions 250 lb or less at joinl(s) 2, 42,13,44, 45, 46, 47, 48, 49, 50, 51, 52, s3, 54, 41, 39, 38, 37, 36, 35. 34, 33, 32, 31, 30, 29, 28 FORCES, (lb) - Max, Comp./Max. Ten. - All lorces 250 (lb) or less excepl when shown, TOP CHORD 2-3=-270t?Os NOTES. l) Wnd: ASCE 7-10; Vuh=120mph (}second gust) vasd=gsmphi TCOL'4.8psf; BCDL=4.2psf; h=25ft; Cst. ll: Exp B; Enclosed; MV1/FRS (envelope) gable end zone: cantilever lei and righl exposed ; end vertical left and righl exposed; Lumbet DOL=1.60 plate grip DOL=1.60 2) Truss designed tor wind loads in the plane of the truss oflly. For sluds exposed to wind (normal to the face), see Standard lndustry Gable End Details as applicable, or consult qualiliod building designer as per ANSI/TPI I, 3) TCLL: ASCE 7-10: Pf=25.0 psf (flat roof snow); Cateqory ll; Exp B; Parlially Exp.; Ct=1.1 0 4) This truss has been designed for greater of min roof live load of 1 6.0 psf or 1.00 times flal roof load of 25.0 psf on overhangs non-concunent with other live loads. 5) All ptates are 1.5x4 MT20 unlcss olherwise indicated. 6) Gable requires continuous botlom chotd bearing. 7) Gable sluds spac€d at 1-4-0 oc. 8) This lruss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 9) ' This truss has been designed for a livo load of 20.0psf on the bottom chord in all areas where a rec'tangle $6-0 tall by 2-0-0 wide will rrt betw€en the botlom chord add any other members. 10) Provide mechanical conneclbn(byothers)of trusstobearing platecapableof withstandhg 100 lbupliflat joint|sl2,42,43.44,45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 41, 39, 38, 37, 36, 3s, 34, 33. 32, 31, 30, 29, 28. LOAD CASE(SI Slandard $ WATTUXC . V";ty d*igh peran eters and REIO tJOtES OIJ fHls AND INCLUDED M|IEK REFERENCE PAGE Mtt-7173 EEFORE USE. Oesign valid for u$ qnvwth MiTek conn.ctorJ- Thisdeslgn i3 based only upon p..smetors shon, .nd ir lor .n individu.l building comporcnl. Applicability o, design parameote.s €nd propor if,@rporation ol compon€nt it.espoosibility of buildinE desigmr. nol lruss d66igner. Bfrcing shown is tor laleral suppod ot iodividual web memb6F only. Addition.l t6mporsry bracing to inrure sl.bility dudng @nslruction is th. rcsponsibillity ol lhe erector. Addhionalp€rhananlbracingoffteovorallslrudureislh6rasponsibalityofthabuildingd.siEa€r-Foag€noralgoidanErcaarding fabdcation, qu.lily conltol, rlmgc, delivery. rrElior Erd bt.cing, conrull Ar,lslfiPlt Qull]ty Crtl.tu, DSB.E9 rnd BCSI{ Bulldlno Compon.ni S.tatylolomatlon SvaileblelronrTEsiPlrlclnsiilulc.S83OonotrioDriv6,M.di$on.W537lg. RENEWS: 1?J31118 August 13,2018 oReooN 7t1 6'82 A theTRUSSco.ruc. l"o iJ101 7290 i.. iTruss AIGE [241 47a1 I I __l 1 lTruss Type l.ouuo, .r"ro*rro oo, l0$-o 1o.oo fir- -F Bruc6 Wschen CuSlom Homes ; Job ReJererrce-lopliqalL- - 29 2018The rtuss co'. Eugene. oR 97402 lna- Mon 19 S€le = l:60 4 )1-GO.._. _----1-- 4x4 10 10+0 13 126 146 15 164 3736353/.33323130 2x4 172x4 1l 2 18 g 1c L3 29 28 27 26 25 4x6 WB = 21 2X 22 21 20 Matrix-R cst, TC BC WB 0.20 0.07 0.'10 SPAC|NG. 2-S0 Plate Grip DOL 1-15 Lumber DOL 1.15 Rep Stross lncr YES Code lRC201s/TP12014 LOADING (ps0 TCLL 25.O (Roof Snow=25.0) TCOL 8.0BCLL O.O LUiIBER. TOF CHORO 8OT CHORD WEBS OTHERS 0oc) Udefl Ud18 nh 12o 18 nh 9020 rva n/a Vert(LL) Vert(CT) DEFL, Horz(CT) BRACING. TOP CHORO BOT CHORO \{IEBS in 0.00 0.00 0.00 PLAIES MT2O GRIP 1 85ll 46 REAGTIONS. Ail boarings 21-0-0. (lb) - Max Hoz 37=-225(LC 6) Max Uplin Alludin 10o lb or tess atFin(s) 30, 31, 32, 33, 34, 35, 28,26,25. 24, 23, 22 excefi 37: 148(LC 4), 20: 10s(LC 5), 36:1 65(LC 8), 21 =-r 50(LC 9) Max Grav All readions 250 lb or less at join(s) 37,20,29,30, 31, 32, 33, 34, 3s, 36, 28, 26, 25, 24, 23, 2?, 2',1 FORCES. (lb) - Max. Comp./Max. Ten. - All lotces 250 {lb) or less except when shown. NOTES. t) Wnd: ASCE 7-10; Vult='lzomph (&second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2pst; h=25r1; Cat- ll: Exp B; EncloEed; MWFRS (envelope) gabh end zone; canlilever lsn and right exposod : end v€rtical left and righl exposed: Lumber DOL=1.60 plate grip DOL=.l.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to lhe face). scc Standard lnduslry Gabl€ End Dotails as applicable, or consult qualilied building designer as Per ANSI/TPI l. 3) ICLL: ASCE 7-10: ft=25.9 ,.1 ,flal roof snow); Calegory ll; ExP B; Padially ExP.; Ct=l.1 0 4) This truss has been designed for greater ol min roof live load of I 6,0 psf or 1.00 limes flat roof load of 25.0 Psf on ovefiangs non-@ncun€nt wilh olher live loads. 5) All plates are 1.5x4 MT20 unless othenvise inditxted. 6) Gable requires continuous bottom chord bearing, 7) Truss to be fulV sheathed from one lace or securely braced against lateral movement (i.e. diagonal w8b). B) Gable studs spac€d al 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bonom chord live load nonconcurenl wilh any other live loads. 1b) . This trus.s has been designed for a live load of 20.0psf on the bonom ciord in all areas where a reclangle 3m tall by 2+0 wide willf( between the botlom cfiord and any other members. 'l 1) Provide mechanical connectbn (by others) of truss lo bearing plate capable of withstanding 100 h uPlift al ioin(3) 30, 31 , 32, 33. 34. 35, 28, 26,25,24,23,22 except O=lb) 37=148,20=105, 36=16s, 21=150. LOAD CASE(SI Standard I Waamne - Vority d.sigb pannc,ers aod READ NOIES oN lHlS ANO TNCLUDEO l{feX REFERENCE PAGE N1t.7471 BEFORE USE. Design valid 16r us6 onty elih MiT6k cmn€dors, Thie d€sign is bar.d onlt' upon parameteri ihown, snd ii for En individual buildlng Componenl. Applicability ol d6sign parament€rs and prcpd incolpor.liotr ol compotrenl is r.sponsibility of buildiog dosignor. not lrust dcsigoer. Braclng shmn iJ fo. lat.r.l support ol individoal web m6mbe.s only. Additional trmporary br.cing to insuro sl.bility durinE conslruclion i3 the rcsponsiblllity ot the crecl6. Addilionalpermane^lbraciagoflheoverrllslruclureisthercsponsibilityofthebdldingd€signerForgneralgudanccregarding tab.i.alion, quality @r{rol. Sorage, dolivery, erecrbn and bfecing, conlull ANSUTPI' Ou.llty Crtt.rh, DSB{9 and BCSI'I Bulldlng Component Saletylntomatlon ,vallebl6fromTrussPlal6lnstitoto,5E3DOnofioDrive Madison.W53719. Weight: 160 lb FT = 8% Strudural wood sheathing direclly spplisd or eF0'0 oc purlins' excspt end varticak. Rigid eeiling direc'tly apPlied or B0 oc bracing. 'l Row al midpt 1&29, 9-30, 11-28 MiTek recomrnends that Stabilizers and required cross bracing be inslalled during truss erection, in accordance with Slabilizet OREQON 7I1 6'82 2x4 OF No.2 2r4 DF No.z 2x4 HF/SPF Slud/Sld 2x4 HF/SPF Slud/Std 'Ercept' ST8.ST7,ST9: 2x4 HF N0.2, SBl: 2x.l DF No.2 RENE}YS:1AUN8 August 13,2018 A IhCTRUSSCO.INC. t1 3 7 Jgb -PV-Trus; 182 Type - IotY Iil. L-.__ _. l Job Referenc.e (optiso-aU Wechorl Custom Homes Jt0,7290 f n" f-t-. Cq __ _. _t__ _ _____ Eog€ne, OR 97402 1x4 // 6.220 . 5 12 ro.oo FI 1.sx,t { 11 20 tx4 = 4t4 =Sele = 1:61.2 1.5x4 ,/ 4x4 \\ 6 2 qq d '7 f 10 2l I 3x6 = 3x4 =3x10 ll 3xlo 1l 7-1-17-\-3 LLl 1 cst.TC 0,43BC o./t0wB 0.27 Malnx-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) -0.13 9-11 -0.17 $'110-04 7 Uden >999 >999 rVa Ud 360 240 nla SPACING. 2-GO Plste Grip DOL 1 15 Lumber OOL 1.15 Rep Stress lncr YES Code lRC2015/TP12014 LOAoING (pso TCLL 25.0 (Roof Snow=2s.0)TCDL 8.0BCLL O,O LUMBER. TOP CHORD BOT CHORD WEBS PLATES MTzO GRIP 1851148 SLIDER REACTIONS, (lb/size) 1=838iG$8 (min. S1-8),7=90E/G5€ (min. Gl{) Max Hoz 1:196(Lc 4) Max Upm 1:90(LC 8), 7*108(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All lorces 250 (lb) or lsss except when shown. TOP CHORD 2-3:979/'138, 3-4=.881 t21 1, 415=-878121 0, 5-6-976/1 38 BOT CHORD 1-11--1471789.1 1-20=0/529, 1y2o=ot529, 1G21=0/529, 9-21=Oi529, 7€='46/690 Vr/EBS 3't1-256t211,4-9=-138/399,i9-2521211,+11-'1391445 NOTES. 1) Vvind: ASCE 7-10; Vult=12finph (3-second gusl) Vesd=gsmph: TCOL=4.6psf: BCDL=4.2psf; h=25nr Cat. ll; Exp B; Enclosod; MWFRS (envelop6) gable end zone; cantilever leff and right exposed ; end verlbal len snd right oxposed: Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10:Pl=25.0 psf (flat roof snow): Category ll: Exp B; Parlially Exp.; Ct=1.10 3) This truss has be6n designed for greater of min rool live load of 'l 6.0 psf or 1.00 limes f,st roof load of 25.0 psf on ove.hangs non<oncunenl with other live loads. 4) This truss has been designed for a 10.0 psf botlom chord live load nonconcunent with any other live loads. 5) . This truss has been designed for a live load ol 2o,Opsf on lh8 bottom chord in all areas where a reclangle 3G{ lall by 2+0 wido will tit botween tha bottom cho(t and any other members. with BCDL ! 7,opsf 6) Provide mechanical connec,lion (by others) ot truss to bearing plale capable ot wilhsfanding 100 tb uplitl at joint(s) 1 except (it=lb) 7= 1 08. LOAD CASE(SI Slandard Weight: I 10 lb FT = 8o/o St uduralwood shealhing diredly €pplied or $7-t0 oc puilhs. Rigid ceiling direcily applied or'l&Go oc bracing. MiTek recommends lhal Slabilizers snd required cross bracing bs installed during truss eredion, in accordance with Stabilizer OREGON il16t82 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std 'Excapt' \ B,W2i 2x4 HF No.2 Len 2x6 DF No.z 2+0, Right 2xo DF No.2 2-&0 BRACING. TOP CHORD BOT CHORD RENEWS: fl31115 August 13,2018 -- ,[ wnnlu1,,to . ve.iry dsign peran,ete.s an(t r<FAD NotEs otJ rH,s aND I JoLUD Eo MtfEK REFERENIE pacl Mn.f4r3 R€FortE usE Oesign vrfdlor ui? mly vith Milek comedor3. This desrqn i3 basod only upon patamll.rs 6hqn, .nd it tor an i^dividlalbuilding comp@il. Appli{:abilrtyofdr3ign paamenlcE ed propcrincoIporation o, @mponent is 16ipM.ibillty ol buildingdcsigner- nol truss desigrer. Bracrng 3hown- ii lor laleEl supporl ol indiyidual web membcrs only. Addilionrl t6mporary b[cing to insur. stebilily dudng conslrudion is lhe rciponsibillity ol thr e.ector. Additior.l perfraneil bracing ol thc ovcrall sltucturo ir thc rospontibility ot tho building dliignel. For gcneral 9ui{rane regarding : tabricetion, quatity 6trol, stq.ge, dativcry. ereclion and b€cinq, cdsult ANSlrIPll Ou.lity C.itcrl., DS6-ti rnd BCSI1 Bulldin0 Componenl SaLty lnfom.llon availabh fom Truss Plate lnstild., 583 DOnofrio Ddv., Madisff, Wl53719. A theTRUSSco.tNc. I t2a r 4748 {-a-6 1050 , 1&!10 d€-G ' t9-10 $9-10 4 r0!7290 iTruss I I B3GR i lrrusiiype- -' lco*n e,,0., - ,Oty iPT' I erucc weciiertE,iiom uores'tt tl ; 1l t ..----.1- iJobRererence(optio4al) _,I i tt24r47it9 i Sele = 1:62.8 TheTru3sCo.. Eugene OR97,102 8220s Mav292018Mi-e\lndusto.s.lnc VonAug 13 13 38 13 201E oaso 1 NdXKkTz?d4ti- I GHyuulwUT2ZLMtyUElpXEGFmsBtpPmJRooahkyof 7elD:ph3NSzlsReM6oCU looo l-it 3x6 // 22i JUS24 4xG il JUS24 24 ,t 10 2526 4xa = 4x6 = JUS24 JUS24 JUS2,I 4x6 ll JUs24JUs24 5x1o l! JUS24 tt-4 3x6 \\ 5 5.1.-12 27 2A 4x4 - 1x4 /t 2 4x4 \ 8 I9 IJ ddJ ?'l 23 JUS24 I 5xt0 ll JU32,l t-t-1)L1f cst. TC BC WB Matrix-MSH 0.38 o.-17 0.94 in (loc) 0.10 9,11 4.12 11-120.03 7 l/defl >999 >999 Na Ud 360 240 nla DEFL. Vert(LL) Vert(CT) Hotz (CT) SPACING. 2-GO Plate Grip OOL 1.15 Lumber DOL 1.15 Rep Stress Inct NO Code lRC201siTPl20t4 LOADING (PsQ TCLL 25.0 (Roof Snotrv=2s.O)TCDL 8.0 BCLL 0.0 ' LUMBER. TOP CHORD BOT CHORD Vl/EBS PLATES MT20 GRIP 1 85/1 48 RENEWS:1231,18 August 13,2018 2x4 DF No,2 2xG DF No.2 2x4 HF/SPF Stud/Std .Excepl' W3:2x4 HF No.2 Len 2x6 DF No.2 2-G0, Right 2x6 DF No.2 2-$0 BRACING. TOP CHORD BOT CHORD WEBS Weight: 130 lb FT = 8% Strucl.uralwood sheathang direclly apPlied or 97'3 oc purlins. Rigid ceiling dirEc{y applied or &1 1-0 oc bracing. 1 Row at midpt 311, +11 MiTek rocommends lhat Stabilizers and rsquir€d cross bracing be installed during truss ereclion, in accordance lvith Stabilize( OREOON 1n5'n SLIOER REACTIONS. (lb/size) 1=2656/c's-8 (min. s'4-6), 7=174710-5'8 (min. G3-7) Max Horz 1:196(LC a) Mar Uplifl 1:962(LC 8),7=-1324(LC 9) Max Grav 1-2656(LC 1),7=2069(LC 34) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TO P CHORD 1-2- 181 1/600, 2-l-273911209,3-4=-1689/t 160, 4-5-1591/1 159, 54--2.14et1619, 6-7-13541897 BOT CHORD 1-21--937t216o,21-22-937t216a, 12-22=-93112160, 12'23='937 t2160, 2}24='937 t2160, 11 -24-937 12160, 11-25=-1 16311622, 1G25:1 1 63/162?, 10-26--1 163t1622. 9-26=-1 1 63t 1622, 9-27 - 1 1631 1622, 27 -28--1 1 6Xl 1622, 7'28-' 1 I 63t 1 622 y12=-127t1564, +.11*14571267.4-1 t =-l 359/1 754, 5-1 1 ={ 1 3r/1 1 , 5'9:708/626WEBS NOTES- I) Wnd: ASCE 7-10: Vult=l2omph ($second gust) Vasd:gsmph: TCDL=4.8psf; BCDL=4.2psfi h=25fl; Cat. lll Exp B: Enclosed; MWFRS (envelope) gable end zone; c8ntilever left end right exposed : ond verlical lefl and ilght exposed; Lumber DOL=1.60 Plate grip DOL=1.60 2) TCLL: ASCE 7-1oi Pt=25.o psf (flat rool snow): Category ll: Exp B: Partially Exp.; Ct=1.1 0 3) This lruss has been designed lor greater of min roof live load of '16.0 psf o|1.00 times llat roof load of 25.0 psf on overhangs non-concurent \vith other live loads. 4) This tru$s has been designed for a 10.0 psf bottom chord live load nonconcurrent wilh any other live loads. 5) . This truss has ba6n designad for a live load of 20.0psf on the bottom chord in all areas where a reclangle 3-O.0 tall by 2{-0 wide will frt between the bottom chord and any othel rnembers. 6) Provide mechanical conneclion (by others) ol truss to bearinE plale €pable of wilhstanding I00 lb uplin al ioint(s) excepl (it-lb) 'l=962,7=1324. 7) Use USP JUS24 (Wfi lOd nail3 into Girder & 10d nails into Truss) or equivalent spaced al 2-GO oc max. starling al 1-6-12 from the left end to 1&t t-il to connec{ truss(es) A9 (1 ply 2x4 OF), A1 0 (1 ply 2x4 DF), A9 (1 ply 2x4 DF) lo tront face of botlom chord. 8) Fill allnailholes Mlere hang$ is in contact with lumber. 9) ln the LOAD CASE(S) seclion, loads applied to lhe face ot the truss are noled as front (F) or back (B). LOAD GASE(S) Standard Continued on pago 2 I WleMUn - V"n/y d*ig' puamerers znd READ NOIEs oN fttts AND IN}LUDED MI1EK REFERENCa PAGE MrLtaT3 BEF}RE ltsE. Ocsign valid lor uE onty wllh MiTck conneclo.s. Thls defign is ba3ed only qpon par.m6tEre .hMn, End ri fo. .n indlvil!€l buitding cgmponent. Applicrbility otdcsigo pa,amcnters and propcr incoooralion olomponenl i. reBponribility o, building d*igocr- rct lruss derignct Bracing shown is lot lataml suppod ol indiyidual web m€mbefs only. Add[ional tempoary braclng lo insurc 6labilily during conrtruction ii lhc rciponsibiiity ot tha ereclor. Addilional p€rmaacnl bracing o, lhe overall slruclur. l! (he rcspon!lbllity ol lhr buildiog deJign.t For ganerd guiiEnc6 r€garding labdcation, quality cont.ol. dorage. de,ivery. creclisand bracing. @nsult ANSnPll au.lity Cdlerl!, OSB{9 .nd BCSII Bulldlng Comgon€nt Safctylnlomatlon availablclromTrussPlal€lnstdute.583DonotrioD.ive,Madison,W537lg. A theTRUSSco. rrc. 4 tcb --Tvpe ,r01 7290 rCollmn Grtder The Tru55 Co.. Eugene. OR 97402 LoqD cAse(S) standard 1) Oead + Snow(bahnced): Lumber lncrease=1,15, Plate lnqease=1 15 Unitonn Loads (Pf) Vert: 1-4=66, 4-8=-66. 1 3-17=-1 4 eohcentraled Loads (lb) vert: t2=-594(i) 9=67(F) 21 -5s8(F) 22:5sE(F) 23=-59S(F) 2.1=67(F) 25=67(F) 26=67(F) 27=67lFl 28=-598(F) WARNINa - Verity d$ign pa.an,eters aod RtAO NOIES OA, rHls AND INCLUDED ittTFK r<EFERENCE PAGE Mll.fa7l BtFoRE ttSE. Truss B3GR iTruss AOesign valtd to. us. onty with MiTck @nnacto6. This d.sign r. batEd only upon parameteB shdn, and i! lor tn iidiviJual building compon?nl Appltcabitityot d..i9n piram.nte6 and prqpcr incorpo6li6 ol componont ir r€rpmsibili.ry olbuildlng de6ign.r - nol rruss designc.. Bnqng shown isfbrlalersi5uppoilotindividualwcbncmb€tsonV. Addilonaltrmpor.ryb.acaogtoinsuestaulilydonngEnsLudionislheresponsibillityolfte ercc1o.. Additionrlp.rmanenlbracingofthcove.allslructur6i$lhsr6sponsibilityollhcbuitdingdcsignor.Forg€neralguidsneregarding f.bricatron. quelity aonrol. 5t.r:9e. d;tivery. erc.lion ffd bracing. consu[ ANSI/TP|I Ou.ttty Crtlerh, DSB-89 .^d BCSII ButlCht Compon.nl S.fety lnlom.tlon 8v€ilablc fom Tffis Plate hititulc. 5E3 D'onoldo Orivc, Msdison. W 53719.theTRUSSco.rxc. Aty PIY Bruc€ Wech6r! Cuslom Homes 1r2411749 lJob I ;J t0 1 7290 Thc TN33 co.. iiruss I IiCIGE .t_.. Eugrn.. OR 97402 2x4 oF No.2 2rrl OF No.2 2x4 HF/SPF Stud/Std 2x4 HFiSPF Stud/Std ,Truss Tvoe|" Common Suppoded Gable 7-C.0 ro.oo llt 23 22 21 )fr ''1'] l^c Mon Auo 13 13 l0 14 2018 Paqe ! 'l xp24RpTaqTY3hSg gx8DAyoFTd 1-00 t-- 4x4 = 7-G0 Sele = t i40.0 6 5 10 'll 2 Jti -1 13 PLATES MT2O GRIP 1 85/1 48 l" lel- 24 18 17 16 't5 14 LOAoING lpsqTCLL 25.0 (Roof Snow=z5.0)TCDL E.O ECLL 0.0 ' LUMBER- TOP CHORD BOT CHORD VVEBS OTHERS REACTIONS. All bearings 14-G0. (lb) - Max Horz 24=165(LC 6) MaxUplifi Atl uplnloolborlessat.ioint(s!24, 14,20,?1,22'18,17, 16except23=-106(LCa)' 15=-101(Lc e) MaxGrav AXreaclions250tborlessaljoint(s)24,14,19,20.21,22,23,18.17,16,15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less excepl when shown. NOTES. 1) Wnd: ASCE 7-10;Vutt=120mph (Ssecond gu3t) Vasd=g&rph; TCDL=4.8psf; BCOL=4.zpsf; h=25ft; Cat. ll; Exp B; Enclosed: M\r\iFRS (envetope) gable enj zone; cantilevor lef, and r'rghl exposed : end vertic€lleft and right expo3ed: Lumber DOL=1.60 Plate grip DOL=1.60 2) iruss dosignod fo( wind loads in the plane of the truss only. For sluds exPosed to wind (normal to lhe face), see Standard lndustry Gable End oetails as applk able, or consull qualitied building designer as Per ANSUTPI l. 3) TCLL: ASCE 7-10i Pf=25.0 pst (flat roof snorrv); Category ll; Exp B; Partislly Exp i Ct='1.10 4) This lruss has been designed lor greater of min rool live load of 16.0 psf or 1.00 times flal root load of 25.0 psf on ovefiangs non-concunont with other live loads. 5) Alt phtes sre 1,5x4 MT20 unless olherwise indicated. 6) Gable requires continuous bottom chord beating. 7) Truss to b6 fully sheathed from on€ faca or securely brac€d against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 140 oc. 9) This lruss has been designed for a '10.0 psf botlom chord live load nonconcunent with any other live loads. 1O) * This truss ha8 baen daslgned for a liye load of 20.0psf on lhe bonom chord in all areas where a rectangle 3-6-0 tall by 2-&0 wide will ft between the bonom chord and any other members. 1 l ) Provide medianical conneclion (by others) of truss lo bearing plate capable of withstand hg 10O lb uptift at ioint(s) 24, 14, 20, 21 , 22, 18, 17, 16 except gt=|u1 23=106, 15=101. LOAD CASE(S, Standard WARNING - Vct;ly dd<;qn p2nn.ters snd REAO NOIES ON THiS ANO INCLUDED MrEK ReFERENCE PAGE Mt.7473 AFFOaE ust D€sig6 valid for ulc oryvlh MiTek conn6dots. Thit d6si9n i3 ba36d ody upon paraDcters rhown, snd i5 tor an individual building cmP@ent. Applirability ol @sign pafamefiers and pmp6r hcorDoralion ot ompomnt is responsibility ol buildinE design?.- nol tru!6 deEignct. Braciog lhown is tbr leleral suppori otindividual web m6mbsF orly. Addi(ional tsmporary bEcinE to insurc statlrty dudng @nstrudion is.lhe .e3lonsbility ol the e...tor Add(6ialpemancdbracingollheov€rellsi^Jctur6i.lh6rcspon.ibilityofth.bulldingdesignor-Forgenoralguidanceregarding- tabricatio(. qualdy aont(ol, gtorag., deliwry. e.oclion and br.c,ng, @n6ull ANSI/TPIl Qo.lity Crtt ti.. OSB-89 .nd BCSI1 Bulldlng CofiPonenl SrlGtylntomrtlon availablcfrooTru3sPl.telnstide.363D'onoftjoO.iv.,M.di$n,YVl53719. Weight: 89 lb FT = 8o/o Strucluralwood shealhing direclly applied or eGo oc purlins' exc€fl end verlicals. Rigid ceiling direclly applied or &&0 oc bracing. MiTek recornmends lhat Stabilizers and regui.ed cross bracing be installed during lruss eteclion, in accordsnce with Stabilizer OREOON .7118182 BRACING. TOP CHORD BOT CHORO RENEV{S: 1?131t18 August 13,2018 in (loc) 0.00 12 4.00 12 0.00 14 lldofl Ud nh 120nh 90 n/a n,/a DEFL. Vert(LL) vert(cT) Horz(CT) SPACING. 2.GO Plate Grip ool 1,15 Lumber DOL 'l .15 Rep Slress lncr YES Code 1RC201sfiP12014 cst. TC BC WB Ma(rix-R o.12 0.05 0.13 A theTRUSSco.lwc ruo i"Bruce Wecherl Cuslofi H@s I --.-.1 I 5ci 4 lob itniis ' ' I lrms rvce 10.00 i12 1121 SGle = l:43.6 r{?51 I.-_l Tq-,PlY I Bruce Wlch6rt Cuslom Homes I1i - jJp_b Refelqoce (optional) ---- 1017290 lc2 rCom6 I I l2 2018 13i38 152018 Thc Truis co. Eugene. OR 97102 1-G0 4x4 // 3x10 ll 7-G.0 1x4 a d 3 4x4 i' 3xio ll J :t Ic lJ 16 11 1.5x4 l1 7Jln 7)\A DEFL. Vert(LL) Vert(CT) Hoz(CT) in 0-08 -0.09 0.04 (loc) 7-1 0 7-10 6 l/dsfl >999 >999 n/a Ud 360 240 fila SPACING. z.GO Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Slress lncr YES Code lRC2015/TP12014 Matrix-MSH cst. TC BC WB 0.45 0.39 0,18 LOADING (p60 TCLL 25.0 (Roof Snow=25.0) TCDL 8,0 ECLL 0.0 ' LUMBER- TOP CHORD BOI CHORO WEBS SLIDER PLATES MT2O GRIP 1 85/148 REACTIONS. (lb/si2e) 6=558/$,$.8 (min.&1-8), 2=628/GS8 (min.0-1-8) Max Horz 2=135(LC 5) Max Upllt 6=58(LC 9), 2:?7(LC 8l Max Grav 6=578(LC 17),2-640(LC 16) FORCES. (lb) - Max. Comp.iMax. Ten. - All forces 250 (lb) or less excepl when shown. TOP CHORD 2-3-?7 51239, 3-4-62?1 122, +5=-52611 21,S6=269/1 88 BOT CHORD ?-16:21t427.7-16=21t427 ,7 -17-211427 , t17='211427 WEBS +7=01319 NOTES. 1) Wnd: ASCE 7-tO: Vutt=120mph (3-second gust) Vasd=g5mph; TCDL=4.8psf; BCDL=4.2pst; h=25fi; Cet. ll; Exp B; Enclosed, MWFRS (envelope) gable end zone; c€ntilever bn and right exposed ; end vertical lett and righl exposed; Lumber OOL=I.00 plate grip OOL=1.60 2) TCLL: ASCE 7-l 0; Pf=25.0 psf (flat roof snow)i Category ll; Exp B: Partially Exp.; Ct=1 .10 3) This truss has been designad tor grealer of min roof live load of 16.0 psf or 1.0O times llat rool load of 25.0 Psf on overhangs non+oncurent with other live loads. 4) This truss has becn designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a liv6 load ot 20.0psf on the botlom chord in all areas where a rectanglo $H iall by 2-G0 wide wall fi between the bottom chord and any olher members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 [c up[n d joint(s) 6. 2. LOAD CASE(S) Standard WARNINC . Ve.ity d6ign patsntete$ and r<EAa NofF-s arlt THls aND lNcLuoED MITEK REFEREHCE PAGE Mtl-l173 BEFORE USE D63ign valid lor usc ontyrith MiTek comedors. Thisdelign ia baled ooly upon param6t6rs slrown, and is for en individual building @hPgnenl. Applicability ol dciDd paramelter. End prop$ incorporation o, component ii (espMiibility ol building dosigne- rol trus6 dorigocr. Etacing shown is tor latcral ruppor{ ol individlsl veb membcrs only. Addilional lemp{rary kacing to inruro slsb lity durinE conslruction is tho responsibillity ol the er€clor. Additionalpe.Danentbracingotlheove{allslruclureBth€G!pmshilityoflhebuildiogdesignrr.Forgenordlguiderc.rcgarding Irbricalim, quslity @nlrol. storago, delive.y ercction and bracing, conlult AISlttPll Qu.ll-..y Crtl€ d., DSB{g and BCSII Bulldhg ComPonanl S.Lty lntom.tlon avEil.blc from Truss Pl.tc lnslildc. 5E3 O'Ono{rio Drivo, Medison, W 53719. Weighl: 62 lb FI = 8o/o Slructuralwood sheathing direclly applied or &G0 oc purlins. Rigid ceilinE directly applied or 1GG0 oc bracing. MiTek recommends lhat Slabilizers be inslalhd during truss ereclion, in 6nd required cross bracing accordance with Stabilizer OREGON 7r16'82 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std Let 2x6 DF No,z 2+0. Righl2x6 OF No.2 2-&0 BRACING. TOP CHORD BOT CHORD RENEYYS: 12131118 August 13,2018 A theTRUSSco. trlc, 6 ? 4 ata ilffsat< IY Yl- l)'i7-7 tr.ldcl ,6 G7-7 F.lo€ iJou- lrussll lrtot72sO C3GR The Truss Co.. Eugen.. oR 97't02 Truss Type Comon Giader ,-t-Go. x-7-12ri_Got - t-t-i--- -- Lqg x44 n.ooF6 ,r4 ,, Plv 8tuce Wech6rt Cuslod Homos 1rM-1 , 1&0-0 3-4-1 T7-12 3x4 \\ 2 l&bsclcrencelrltieoaD 8.220 MrTek 6 4x4 \\ 7 IL 112414752 S€le = I 45.5 t3 a d 4x4 il 22 10 23 d, 1 4x4 // 3 4x12 ll HUs26 le 24,r2', 3)G ll HU526 HUS26 7x8 = o 3x6 ll HUS26 tiUS26 4x.t2 | HUS26 wa-7 -1) cst. TC BC \/B Matrix-MSH 0.4s 0.79 0.57 in (loc) 4.06 1S,11 -0.10 lGl'l0.03 I l/defl >999 >999 fila Ud 360 240 n/a DEFL. Verl{LL) Ven(Cr) Hoz(CT) SPAC|NG- 2-G0 Plate Grip DOL 1.15LumberOOL 1.15 Rep Stress lncr NO Code lRC201s/TP12014 LoAolNG (ps0TCLL 25.0 LUMBER. TOP CHORO BOT CHORO V\EBS PLATES MT2O GRIP 1E5/1 48 (Roof TCOL Snovr=25.0) 8,0 0.0BCLL 2x4 DF No.2 2,(6 DF No.2 2x4 HF/SPF Stud/Std'Excepl' l E: 2x4 HF No,2 SLIDER Left 2xO DF No.z 2-G0, Right 2xO OF No.2 2-G0 REACTIONS. (lblsize) 8=492v0-5-8 (.nin.c4-l).2=4E68iG$8 (min.O+0) MaxHotz 2=135(LC 21) Max Uplifl 6:626(LC 9), 2=-628(LC 8) FORCES. (lb) - Max. Cornp./Max. Ten. - All forces 250 (lb) or less except wten shown, TOP CHORO 2-3-3162t397,T4:54291717, L5=-1060/590, 5-6:4062/5e0, 6'7-546ot72o, 7-8-3311/413 BOT CHORO VVEBS NOTES. f ) 2-ply truss to be connected logether with 10d (0.131"x3") nails as follows: Top chords connected as folloJvs: 2x4 - 1 row at G90 oc. Bottom chords connecled as follows: 2x6 - 2 rows stagg8r€d at GGo oc. webs connected as follows: 2x4 - I row at S$0 oc. 2) All loads are considared equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) sedion. Ply to ply connoctions hav6 bs€n provided lo distribute only loads noted as (F) or (B), unless otheMise indicaled. 3) Wnd: ASCE 7-10; Vult=12omph (&'second gust) Vasd=gsmph; TCOL=4,Epsf; BCDL=4.2psf; h=25fi; Cat lli Exp B; Enclosed, MVIFRS (envelope) gable end zone: cantilever len and riEht exposed ; end vertical lefi and right oxposed; Lumber DOL=1.60 Plate grip DoL=1.60 4) TCLL: ASCE 7-101 Pl=25.0 psf (llal roof snow); Cetegory ll; ExP B: Partially Exp.: Cl=1.10 5) This truss has been designed for grealer ol min roof live load of 1 6.0 psf or 1.OO tirnes flat roof load of 25.0 psf on overhangs non-concurTent with other live loads. 6) This truss has been desi,gned for a ,0.0 psf botlorn chord live load nonconcurent wilh any other live loads. 7) . This trus3 has been designed tor a live load of 20,0psf on the bottom chofd in all areas where a reclangle 3-ffi tall by 2-G0 wide will ft betwoan the bottom chord and any other members. 8) Provide mechanical conneclion (by others) of lruss to bearing plats capabla of wlthslanding 1 00 lb uplitt at joinl(s) excepl (il=lb) E=626.2=628. 9) Use USP HUS26 (Wth 16d nails into Girder & 16d nails into Truss) or equivalen'l spsced at 2+0 oc max. slarting at 2'tr'12 lrom lhe left end to 't 2-G1 2 to conn€ct truss(es) A2 (1 ply 2x4 DF), A3 (1 ply 2x4 DF) 10 lront face of botlom chord. 10) Fill all nail holes trfiere hanger is in conlact with lumber, LOAD CASE(SI Standard Continued on Fa'ge 2 fi WAAUna - V"r;ly dsig' paramete.s and READ NOIES oN THls ANb tNct UOE| llltEK REFERENCE PAiE Mu-?17i BEFORE UsE. D€ikJn yalid lor ui! only wilh MiTckconnedors. This dcsign i3 Dascd only upo6 paramrtu3 sho*n, and i! for an individual buihing compilent. Applicrbilry ofdosign p.BmonlcE .nd propqr incorpor.lion otemponanl is responsiDility ol building dosigner - ml trur3 d$ignor. Brscing thown b fo. l.lorsl supporl ol lndividull web m.mbr6 orv. Addrtional tempoary kachg io insurc stabllity durlng construdaon r! the rssPonsibilllty ot lhe e.edor. Addi(ionrlp.rmnenlb.acingoflh.overall.lructureirlheresponsibilityotthebulldingdciiqner.Forgqneralqudancareg.rding Iab.ication, qualitysolrol, 3loraEc, deliv6ry, lrection end bracing. cmsuh ANSnPlt Ou.h,y crttcri., osB{9.hd BCSI1 Buildlng componanl Srfelylnlomatlon svalabhlromTrusiPlatrlnslitulc,SS3D'OnolrioDrivc.Madiron,W53Tt9. BRACING. TOP CHORD BOT CHORD 2-20:550/4036, l1-20=.55614036.11'21=-556i.1036,21'22-556t4O36, '1G22=-556/4036, 1 S'23-503/4068, $23-503/4068, 9-24=-503/406E, 6'24='503/4068 '10=€68/4812, G10-1402/286. 6-9-241t1887 , 4'1O--1355t278, 4-11--23511447 weight: lEl lb FT'8o/o Structural wood sheathing direclly apptied or to.'I0 oc Purlins. Rigid ceiling direcily applied or tGGo 0c bracing. OREOON ill6,82 RENEWS: 1431118 August'13,2018 A theTRUS$co.lttc. ioty - 5 4 8 Job iruss CsGRJr017290:-: ---:-- tnc truss 9q.. Gi.der Eug.nc OR 97102 LOAIj CASE(S! Standard 1) Dead + Snow (balanced): Lumber lncrease=1,15, Plate lncrease=1.15 Unifom Loeds (Ptf) Veft 1-5:66, 9E=-66. 12-16=-14 Coicentrated Loads (lb)' Verl: 9-1432(F) 20=-1445(F\ 21=-1432{F\ 22=-14321F\ 23=-1432(F) 24-1432{Fl "' A UylnlrUe.Verityd$ighpanhete!aodREADNOlF.S oNrHsA^lo,Nci UDFDMITFKRFFERENCFqAGEItLtnTiEFF)FFUsE - Dcrigfivalid for !s onfy rrirl MiTek connecloE. Thi3 design lr based only upon pa(amelcrs shfrn, and is lor an indivjdual buildino cmponeol. Applrcability o? d€sign paramcnle6 and prop€r incorporatlon ot component is responsiiility ot building dasigncr. not truss dasigne,. Bradng sllowf, irrorla(6ral&pportofindividualvebmembefsonly. Additaonatlemporarybracingtoinsurestabilityduringconslrucli0nislhercsponsibillityollhe er.dor. Addiional p€.man.nl braclng ol thc ovcrall strucluae ls lhe relpon5lbility ot thc buirding designcr. For gcneral guidencc regarding fabric.tion, qu.lily @rilrol. Eto.age. deliv!ry, ercction and b,acing, consull ANSUTH,I Au.lity Critcrl., OSB{9 .nd BCSI'I Bllldlog Cooponenl- Srtltylnlomttlon avail.blsfromTNssPlalelnstitule,5S3DonolrioDnve.Madison.WS3Tl9. A theTRUSSco ntc. Vlt*h"tf Er-rfom Xo*es The Truss Co.. Eug.n.. OR 97402 2 8.oo lJt 3x6 rl 3x4 // oty in', Btuce Weched Cu3tom Homes Job Bcfereaec (ep!&aal) 29 2018 &M 3x6 ll 1313:38:17201E l I 24r 4753 Scle = 1 30.3 ----.-.-+----6-G0 5x8 3x6 ll 3x6 ll 6 rj 7 B1L' 3x4 \ 8 I 4x54x5 14 1.5x4 ll 13 'l.5x,t ll 12 1.Sxrl ll t.5x4 ll 10 ,.5x4 ll cst. TC BC WB Matrix-RH 0.13 0.33 0.1E DEFL. Vert(LL) Vert(CT) Hoz(CT) in (loc) Udefl Ud {.02 14 >999 360-0.04 14 >999 240 0.01 I n/a nla SPACTNG. 2-G.0 Plste Grip DOL 1 .15 Lumber ooL 1.15 R€p Stress lncr YES Code lRc2015/TP12014 LOADING (psf) TCLL 25.0 (Roof Snow=25.0)rcoL 8.0 BCLL O,O LUi'BER. TOP CHORD 8OT CHORD WEBS OTHERS PLATES MT2O GRIP 1 85/1 4E 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Studlstd 2x4 HF/SPF Slud/Std (lb/size) 2=544/63-8 (min. G1-8), 8=544/G3-8 (min. G1-8) Max Horz 2=94(LC 7) Max Upm 2:80(LG 8), 8:80(LC e) - Max. Comp./Max. Ten. - All forces 25O {lb) or less oxcept when showl. 2-3:555/57, 34 43517 7, 4-5=-453/'1 06, 5-6d55/1 0i1, il7 436n 7, 7€:557/56 2-14:1 0/383, 131 4=-l 013E3, 1 2-1 3=- 10/382, 1 l -l 2:1 0/384, I G1 1 :1 0i385, 8-10=-10/385 ,1242/i308 Weight 72 lb FT = 8% Slruciural wood shealhing direclly applied 0r &Go oc purlins. Rigid coiling diredly applied or 1&G0 oc bracing. MiTek recommends thal Slabilizers and raquired cross blacing be installed during truss erection, in accordance with Stabilizer lnstallation quide, OREGON 7'1 6'82 BRACING- TOP CHORD BOT CHORD REACTIONS. FORCES. (b) TOP CHORO BOT CHORO \A/EBS NOTES. 'l) Wnd: ASCE 7-10; Vuh=l20mph ($second gust) Vasd=gsmph; TCOL=4.Epst; BCDL=4.2psf: h=25t1; Cat. ll; Exp B: Enclosedi MWFRS (envelope) gablo end zone; centilever letl and right exposed ; end verlical left and righl exposed; Lumber DOL='I.60 plate grip DoL=1.60 2) Trus3 designed for wind loads in th6 plane of lhe truss onv. For sluds expos€d to wind (no.mal to the feco), seB Slandard lndustry Gable End Detak as applicablo, or consult qualified bualding dasigngr 8s por ANSlffPl 1. 3) TCLL: ASCE 7-1o', Pl=25.0 ps, (flal root snow); Category tl; Exp B; Padially Exp.; Ct=1 ,10 4) This truss has been designed lo. greater ol min roof live load of '16.0 psf oilI.00 limes flat roof load of 25.0 psf on overhangs non-conqrrrenl wath other live loads. 5) Gabls sluds spaced al 1.4-0 oc. 6) This lruss has been designed lor a 10.0 pst bottom chord live load nonconcuEent with any oth6r live loads. 7) ' Thas truss has been designed lor a live load of 20.0psf on the botlom chord in all ereas whare a reclangle }M tall by 2+0 wide !,vill m between the bottom chord and any other members. 8) Provido mechanicsl connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at ioinl(s) 2, 8. LOAD CASE(S) Standard RENEIIYS: 12131118 August 13,2018 { Wlnrurlo. Verity design lraemeter: ,nd REAO AOIES Oll IHIS AND IIICLUDE D MITEK REFERENCE PAOE Mlt-7473 EEFARE OSE O€slgn valid lor ule onlywilh MiTck conngclors. This design is bascd only upon parafieterg shryn, and is lo. En individusl building componcnt- Appll€bilrty otdesjgo palSmenlcri ild proper h@rpo.alioo of @mponent is respffsibility ofbuilding designsr. nol lruss designct. Bracing shown is td laleral 3upto( ot individual wcb membcrs onv. Addilion.l lcmporary b.acing lo insuro ilebitrty dudng conslrudion ii lho rcspffsibillity of lhe crcclor. Addi(ionalpcmanrntbraciogoflheoverallstrlclureiilh.responsibilityollhebuildingdesign6r.Forg6n6ralguidanc6.egarding fabrication, qlality conlrol, slorage, dclivcry. erection and bEcing. contult ANS[fPfi Ou.ltty Critld., DSB{g and BCSII Buildlng CoDpooent S.tctylnlomrtlon availablelromTru6sPlalelnslitule,5E3D'OnotioDdyc.Madiron,W537l9. A theTRUSSco.rNc. .rnrss --- * .-.- --:rruliTFE 'l DIGE GABLE i I I 4 3 lJ Type otv Flv Bruce Wccied Curlom Homesl?b r10r?290 Ihe Trus3 Co. Eugene. OR 97402 ll2,r r4754 S€le=,|29 1 .l-O.O 6-c9__- 6.GO1-0-0 4x4 3 s.oo lJt I -iIr.or I I i I Ii{2 IJ 6 1.5x4 ll 3x43x4 LOADING 1psf1ToLL 25.0 (Roof Snow=25.0)TCDL 8.0 BCLL O.OBCDL 7.0 LUMBER- TOP CHORD BOT CHORO WEBS 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std PLATES MT2O GRIP 1 851148 REACTIONS. (lb/size) 2=546/G!8 (min. G1-8),4=96/&&8 (min' 0-1-8) Max Hotz 2:98(LC 6) Max Uplin 2:78(LC 8),4:78(LC 9) FORCES. (lb)-Max.Comp.iMax,Ten.-Alltorces250(lb)orhssexceplwhenshown. TOPCHORD 2-3:588/88,3-4:s88/88 BOT CHORO NOTES- 2-6:131407 . +4:131407 l) Wnd: ASCE 7-1O; Vull=l2omph ($second gu3() Vasd=gsmph; TCDL=4.8psf; BCDL=4.zpsf: h=25fl: Cat. ll; Exp Bi Enctosed: MWFRS (envelope) gable end zone; cantilever bn and right exposed : end vertic€l left and right exposed; Lumber DOL=1.60 plate grip OOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow): Ca(egory Il; Exp B; Partially ExP ; Ct=1 .1 0 3) This truss has been designed for grealer of min roof liv€ load ol 1 6.0 psf or 1.00 times flst roof losd of 25.0 psf on overhanEs non-concurenl with other live loads. 4) This truss has been designod for a 1 O-O psf bottom cnord live load nonconcunent wilh any other live loads. 5) . This truss has been d6sign6d for a live load of 20.0psf on the bottom chord in all ar6as whore a r8clangle 16-0 tall by 2-G0 wide wi[ fil between the bottom chord and any olhet members. 6) provide mechanical connection (by others) of truss to bearing plalo capable of withstanding 100 lb uplin at joinl(s) 2, 4. LOAD CASE(S) Slandard fi WnaNwe - V";ty dsign pannetets and READ ilOrE.s oil rHls ,ND TNCLUD ED ulTEk REFEREN)E PAGE Mlt-7473 BEF ortE UsE Design valid lor usB only wilh MiT6k conn${ors. This design is ba3ed o^V upon param.l.r! shown, .nd is tor .n individusl building cmponent. Applicability ol d€sign prramanlers.nd p.oper in@rporation of conponent ls re.pffsibali?y ol building d6signe.. rcl lruss desigrer. Bracing shown isiorlatorelsupporlo?indiudualwebm.mbeEoov. Addiionalicmporarybtachgtoin6ur6sl.tilityduringenstructionirlhcregponsibillity0tlh. ereclor. Additional p6rma6onl bradng ol lhe orerall struc(urc s the respffSibiliry of ihe building d6sign€L For 96ner.l guidansc .cgarding tabdcelion. quality conl.ol, 6loE9o, dclav.ry. erection .nd bracing. consull ANSUTPI! Auallty Crheri., OSB{9 and BCSI, Bulldlog Conpon.nt SaLty lntomrllon evailabla from Truss PlBtc lnBtitue, 583 O'Onotr6 Driv.. Madison lM 53719. Weight: il4 lb FT = 8% Slruclural wood sheathing direclly applied or sGo oc purf,ns. Rigid ceiling directly applied or 1GG0 oc bracing. MiT6k .ecommends thal Slabitiaers and required cross brscing be instslled during truss erec{ion, in ac€ordance vrith Stabilizer OREOON 7lt 6,82 BRACING- TOP CHORD BOT CHORD RENEII/S: 12131118 August 13,2018 A DEFL. Vert(LL) Vert(CT) Hotz(CT) in (loc) 0.04 G9 -0.06 G120.00 4 l/defl >999 >999 nla Ud 360 240 nla SPACING. 2.GO Plale Grip DOL 1.15 Lurnber DOL 1 .15 Rep St ess lncr YES Codo lRC2Ol5ffPl2014 Malrix-MSH cst. TC BC WB 0.36 0.34 0. t3 theTRUSSco.rxc. 5 4 Symbols PLATE LOCATION AND ORIENTATION Numbering System A General Safety Notes dimensions shown in ft-in-sixle€nths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal lnjury 2 1. Addilionat stability bracing for truss syst€m. e.g. diagonal or X-bracing, ls always requlred. Sec BCSI1 . 2. Truss bracing must be deslgned by an engineet. For wide truss spacing, individual hleral braces themselves may requrre bracng, or attematNe T, l, or Eliminalor bracing should bs considered. 3. Never exceed the design loading sho\fln and never glact materials on inadequately braced lrusses. 4. Prcvide copies of this truss design to the building designer, erection supervisor, prop€rty o\ryner and all olher interested Parlies. 5. Cut members to bear lighlly against each other, 6. Place plales on each face oflruss at each pint and embed fully. Knots and wane at.loint iocations are regutated by ANSI/TPl 1. 7. Oesign assumes trusses wtll be suitably Protecl€d from the ehvircnment in accord wilh ANSI/IPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 1 9olo at time ot tabricalion. 9, Unless expr*sly noled, thas design is nol apPlcable for use with fire retardant, preservative treated, or green lumber 10. Camber is a non-struclural @nsideration and is lhe responsibility of truss fabri:ator. Gensral praclice is to camber for dead load detleclion. 1 1. Plale type, size, orientation and location dimensions indicated are minimum plaling requiremenls. 1 2. Lumber used shall b€ of the species and size' and in all rgspects, equal io or better than tha'l specilied. 13. Top chords must bo sheathed or purlins Provided al spacing indicated on design. 14. Bottom chords requke lateral bracing at 1 0 ft. sPacing. or less. if no ceiling is installed. unless otherwise noted. 15. Connections nol shown are the resPonsibility of others. 16. Do not cut or atter lruss member or plale without Prior approval of an engineer. '17. lnslall and load vctticatly unless indicated olherwise, 1E. Use of green or treated lumber may pos€ unacc,eplable environ-msntal. health or performarice risks. Consult with project engineer belore use. 19. Reviev, all portions of this dasign (front, back. words and piclures) b€fore use. Reviewing Piciures alone b not suflici€nt. 20. Oesign assumes manufaclure in accotdane with ANSI/TPI 1 QualitY Criteria. BOTTOM CHORDS O 2006 MiTek@ All Rights Reserved 1 Fot 4 x 2 orientation, locate plates 0- ,,6" from outside edge of truss. This symbol indicates the required direction of slots in connector plates- * Plate location details available in MiTek 20/20 software or upon requesL PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular lo slots. Second dimension is the length parallel to slots. i lareuu BRAcTNG LocATtoN Center plate on joint unless x, Y oftsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. *8 JOINTS ARE GENERALLY NUMBEREO/LETTEREO CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JO]NT NUMBERS'LETTERS. PRODUCT COOE APPROVALS ICC-ES Reports: ESR-1 3'1 1. ESR-13s2, ER-5243, 96048, 9730, 95-43, 96-31, 9667A NER.487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A 2 4 otro O 0- OF EoT C) o-oF A8 lndicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING lndicates location where bearings (supports) occur. lcons vary but reaction section indicates joint number where bearings occur. lndustry Standards: ANSI/TPll: National Design Specification for Metal Plate Connected Wood Truss Construction DSB-89: Design Standard lor Bracing. BCSIl : Building Component Safety lnformation, Guide to Good Praclice for Handling, lnstalling & Bracing of Metal Plate Ccnnected Wood Trusses. .-. _ )t -..- _ t-t-f ( II WEBS theTRUSSco. INc. 1 $6