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Home My WebLink AboutPermit Building 2019-11-27OREGON Web Address: www.springfield-or. gov Building Permit Residential I & 2 Fam Dwelling (New Only) Permit Number: 81 1-19-OO2495-DWL IVR Number: 811089932631 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 541-726-3753 Email Add ress: permitcenter@springfield-or.gov SPRINGFIELD ,rb Permit Issued: November 27, 2Ot9 TYPE OF WORK Category of Construction: Single Family Dwelling Calculated Job Value: $237,O22.2L Description of Work: New SFD Lot 4 SAME AS 4255 Horace Type of Work: New JOB SITE INFORMATION Worksite Address 4290 HORACE ST Springfield, OR 97478 Parcel 1802052406304 Owner: Address: BRUCE WIECHERT CUSTOM HOMES INC 3073 SKWIEW LN EUGENE, OR 97405 LICENSED PROFESSIONAL IN FORMATION 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 LOL7L7 Phone 541-686-9458 54t-434-tt46 541-726-0100 541-933-2598 PENDING II{SPECTIONS Permits expire if work is not started within 18O Days of issuance or if work is suspended for 18O Days or longer depending on the issuang agency's pollcy. All provisions of laws and ordinances governing this type of work will be complled wlth whether specafied herein or not. Granting of a permit does not presume to glve authorlty to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-OO1-OO1O through OAR 952-001-OO9O. You may obtain copies of the rules by calllng the Center at (5O3) 232-t9a7. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7o1,olo (Structural/ilechanical), ORS 479.540 (Electrical), and ORS 693.01O-O20 (Plumbing). Printed onr 77/27179 Page 1 of 5 C :\myReports/reports//prcduction/0 1 STAN DARD 19 1 104 460 t05475 Permit Number: 81 1-19-002495-DwL Inspection 2999 Final Mechanical 3999 Final Plumbing 4999 Final Electrical 9504 Curbcut - Standard 9508 Sidewalk 1530 Exterior Shearwall 1260 Framing 2300 Rough Mechanical 3170 Underfloor Plumbing 4500 Rough Electrical l02O ZoninglSetbacks 1090 Street Trees 1110 Footing 1120 Foundation 1160 UFER Ground 1220 Undefloor Framing/Post and Beam 1410 Underfloor Insulation 1430 Insulation Wall 1440 Insulation Ceiling 1520 Interior Shearwall 1999 Final Building 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 4220 Electrical Service Page 2 of 5 Inspection Group 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 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 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 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 Printed oil 11/27/L9 Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Page 2 of 5 C :\myReports/reports//prcduction/0 1 STAN DARD SCH EDULING INSPECTIONS Permit Number: all-19-OO2495-DWL Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811089932631 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Page 3 of 5 C :\myReports/reports//production/o1 STANDARDPaqe 3 of 5Printed on: rLl27lL9 Permit Number: 81 1-19-002495-DWL Page 4 of 5 Fee Description Residential wiring Technology Fee Clothes dryer exhaust Furnace - up to 100,000 BTU Gas fuel piping outlets Gas or wood fireplace/insert 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: Improvement Cost - Local Wastewater 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: Reimbursement Cost - MWMC Regional Wastewater SDC SDC: Improvement - Transportation SDC SDC: Reimbursement - Transportation SDC SDC: Reimbursement Cost - Storm Drainage SDC: Improvement Cost - Storm Drainage SDC: Reimbursement Cost - Local Wastewater 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 - Plumb (L2o/o of applicable fees) State of Oregon Surcharge - Elec (12olo of applicable fees) State of Oregon Surcharge - Mech (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 Sidewalk construction - permit, first 90 linear feet Printed on: LLl27l79 Paqe 4 of 5 Quantity 2200 1 1 5 1 1 1 1 2 1 2t83.74 89.48 190.09 330.84 94.06 10 22.82 1620.85 135.93 36Lt.72 190.06 767.25 1 1 13.91 4433 2200 1 1 1 1 Total Fees: Fee Amount $294.00 $176.79 $ 13.00 $23.00 $14.00 $52.00 $19.00 $19.00 $251.00 $52 1.00 $s4,00 $2,t83.74 $89.48 $ 190.09 $330.84 $94.06 $10.00 $22.82 $1,620.85 $135.93 $3,6tr.72 $190,06 $767.2s $ 1,1 13.91 $4,433.00 $ 132.00 $338.00 $1,729.78 $3,805.00 $62.s2 $3s.28 $ 16.80 $2O7.s7 $12s.00 $-42.00 $125.00 $22,765.49 1 C: \myReports/reports//prcduction/0 1 STAN DARD PERMIT FEES Permit Number: 81 1-19-002495-DWL Page 5 of 5 Construction Type Ptinted oil Ll/27/!9 Occupancy Type R-3 1&2family U Utility, misc. U Utility, misc. - half rate Unit Amount t,725.00 475.00 108.00 Unit Tota! Job Value: Job Value $2Lt,243.50 $23,L45.75 $2,631.96 $237,022.2t C:\myReports/reports//production/01 STANDARD Unit Cost $r22.46 $48.73 $24.37 Sq Ft Sq Ft Sq Ft VB VB VB Page 5 of 5 VA LUATION I N FO RITIATION SPRINGFIELD {t Transaction Receipt 811-19-002495-DWL IVR Number: 8l I 089932631 Receipt Number:473138 Receipt Dale:11127119 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 perm itcenter@springfield -or. govOREGON wwlrv. sp rin gf ield-or. gov Worksite address: 4290 HORACE ST, Springfield, OR 97478 Parcel: 1 802052406304 Transaction Units date 11t27t',t9 1.00 Ea 11t27119 2,200.00 SqFt 11t27t19 11t27t19 135.93 Amount 11t27t19 11t27119 22.82 Amount 11t27119 1.00 Ea 11t27t19 1.00 Ea 3,61 1.72 Amoun SDC: lmprovement - Transportation SDC SDC: Reimbursement Cost - MWMC Regional Wastewater SDC Description Structural building permit fee Residential wiring SDC: Compliance Cost - M!VI\4C Regional Wastewater SDC SDC: Administrative Fee - MWMC Regional Wastewater SDC Curb cut and Sidewalk construction - multiple permit discount Sidewalk construction - permit, first 90 linear feet "l ,620.85 Amoun SDC: lmprovement Cost - MWMC Regional Wastewater SDC Fees Paid Account code 224-00000 -425602- 1 030 224-OOOOO- 4261 02-'t 033 434-00000-448027-8800 433-00000-448024-881 0 433-00000-448025-881 0 433-00000-426607-881 0 201 -00000-428060-1 069 201 -00000-428060-1 069 Fee amount $1,729.78 $294.00 $3,611.72 $135.93 $1,620.85 $22.82 $10.00 $94.06 $330.84 $190.09 $89.48 $125.00 $(42.00) Paid amount $1,729.78 $294.00 $487.36 $135.93 $1,620.85 $22.82 $10.00 $94.06 $330.84 $190.09 $89.48 $125.00 $(42.00) $125.00 11t27119 '10.00 Amount 61 1 -00000-426604-8800 11127t19 94.06 Amount SDC: Total Storm Administration Fee 719-00000-426604-8800 11t27t19 330.84 Amount SDC: Total Sewer Administration Fee 719-00000-426604-8800 '11t27t19 '190.09 Amount SDC: Total Transportation Administration Fee 71 9-00000-426604-8800 11t27t19 89.48 Amount SDC: Total MWMC Administration Fee - Local 7 I 9-00000-426604-8800 11t27t19 1.00 Qty Curb cut fee - enter # of cuts 201 -00000-428060-1 069 Printed: 11/27119 9:00 am Page 1 of 2 $125.00 Fl N_Tra nsactionReceipt_pr I Transaction Receipt 81't -19-002495-DWL Receipt number: 473138 Transaction Units date 11127119 1.00 Ea 1'U27t19 1.00 Ea Fees Paid Account code Fee amount $251.00 $54.00 $176.79 $3,805.00 Paid amount $251.00 $54.00 $176.79 $3,80s.00 11t27t19 1.00 Automatic Technology Fee Description Plan Review - Major, City Address assignment - each new or change requested externally, per each Willamalane fees - Single Family Detached, per unit 1 00-00000-425002-1 039 224 -00000 - 4256 02-0000 204-00000-425605-0000 821 -00000-2'1 5023-0000 Payment Method Credit card authorization: 04989d Payer: BRUCE WIECHERT CUSTOM HOMES INC Payment Amount:$9,500.00 Cashier: Katrina Anderson Receipt Total:$9,500.00 Printed: 1 1/27119 9:00 am Page 2 ol 2 Fl N_Tra nsactionReceipt_pr 11127119 1.00 Qty SPRINGFIELD $ OREGON www.springf ield-or. gov Worksite address: 4290 HORACE ST, Springfield, OR 97478 Parcel: 1802052406304 Transaction Receipt 811-19-002495-DWL IVR Number: 81 1089932631 Receipt Number: 473137 Receipt Date:11127119 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 permitcenter@spri n gfl eld -or. gov Payment Method: Check number: 3'1827 Payer: BRUCE WIECHERT CUSTOM HOMES INC Payment Amount: Amount not applied to fees: $12,927.49 $12,927.49 Cashier: Katrina Anderson Receipt Total:$12,927.49 Printed: 11/27119 8:56 am Page 1 of 1 F I N_Tra nsaction Receipt_pr li ,* Clry op SpRntcFIELD, oREGoN Structural Permit Application ffi [rtL 225 Fifth Street o Springfield.ORg7477 . PH(54 I )726-3753 o FAX(54 I )726-3689 This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of suspended for 180 days. Sc-w. a-s 4Zrf lFov.-ce' or if work is al o\- OKW DEPARTMENT USE ONLY permitno.:(1- 00eqq Date:\ LOCAL GOVERNUENT APPROVAL This project has final land-use approval. Signature:Date: This project has DEQ approval. Signature:Date: EN"Zoning approval verified: I Yes Property is within flood plain: ! Yes E No CATEGORY OF CONSTRUCTION ffResidential I Govemment fl Commercial JOB SITE INFORMATION AND LOCATION fLcl-Job site address:o city: Jpl-r]shte:0 tL ZTP: Cc,Lot no.:Subdivision: Reference: PROPERW OWNER Name: BW C tl eddrcss:3D'7 3 Sk-,. urUu Ciry: {*re-^<-State:o t4,,ZIP:fl )t prrone:5VHt o6 S-,:SO Fax: t?S te, v e?E-mail:t t Building Owner or Owner's agent authorizing this application: Sign here: E This installation is being madc on residential or farm property owned by me or a mcmber of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: Address City:Statc:ZIP: Phone:Fax: E-rnail: ldt 7()CCB license no.: Print name:tClt {cve' Signature: FEE SCHEDULE l. Valuation information (a) Job description: Occupancy Construction t5pe:I Cost feet: square foot: Other inforrnation: Type of Heat: Enerry Path: ! new fialteration f] addition (b) Foundation-only pcmrit? [ Yes f] No Totel valuation:$a31Paa 2. Building fees (a) Permit fee (use valuation table):$ (b) Investigative fee (cqual to [2a]):$ (c) Reinspection ($ per hour): (number ofhours x fee per hour)$ (d) Enter l2% surcharge (.l2xl2a+2b+2c7)l $ (e) Subtotal of fees nbove (2a through 2d):$ 3. Plan review fees 0 l.) f!, review (G595+pffee [2{): US s l39.oo (b) Fire and life safety (65% x permit fee [2a]):$ (c) Subtotal of fees ebove (3a and 3b):$ 4. Miscellaneous fees (a) Seismic fee, lVo (.01 x permit fee [2a]):$ -4.- ft) Tech fee,5%o (.05 x permit fee[2a]+PR fee [3c])$ TOTAL fees and surcharges (2c+3cr4a+b):'2ep{ SUB.CONTRACTOR INFORMATTON Name CCB License #Phone ElectricalL+ 6 Plumbing Ov<. C.-rSl-v* 0lu*b,t\ Mechenlcrl I last edited 5-5-2019 BJones /< 7j,4t1t^'. CITY OF SPRINGFIELD, OREGON Electrical Permit tion LOCAL GOVERNUENT APPROVAL 7-ontngapproval verified? f] Yes No CATEGORY OF CONSTRUCTION ^fipesidential I Government E Commercial JOB SITE INFORMATION AND LOCATION Job site address:o State:ZP.. Referel&: f Tadot.:O6 3 OL DESCRIPTION OF WORK PROPERTY Narre: \A,,f JC kv- Address: Crty:State:ZD Phone:Fax: E-mail: This installation is being made on residential or farm prcperty owncd by me or a member of my immediate family. This property'is not intended for sale, exchange, lease, or rent. OAR 479.s40(l) and 479.560(l). Signature: INSTALLATION Business name: Address:3 o C\ei crty: 6pCtc\Statc:Ot.(zP:nlH-18 puooeSt{i- 5zt-Yrle Fax5+l- 933 -a5'tE e--.ir, f-r<ktdey.lOUAe61 A CCB license "".: \ Db 4']5 BCD license no.: ]g 'l!. Z Sigmng superisor's license no.: L'l lYl-{- 5 Printname ofsigning supervison fa\ D4n Or,rdg<t Signature of supervisor: Htxo?tlLD 225 Fifth Streetospringneld, OR 9I {t7.Pg(gl)72G3753.FAX(54rf26J689 This permit is issued under OAR 9f&309{1000. Permits are nontransferable. Permits expire if work is not started within 1E0 days of issuance or if work is suspended for 180 days. FEE SCHEDULE Number of inspections per item ( )aty Cost ea. Total cost Residential, per unit servlce included: 1,000 sq. ft. or less (4)$1t6.00 $ Each additional 500 sq. ft. or portion thereof s36.00 $ Limited energy (2)$,14-00 $ Each manufactured home or modula dwelling service or fee&r (2)$E9.O0 $ Servlces or feeders: tnstalldtion, alteration, relocation 200 amps or less (2)s112-00 s 201 to 4O0 amps (2)s131.00 $ 401 to 600 anps (2)$221.00 s 601 to 1,000 amps (2)$2t5.00 $ Over 1,00O arnps or volts (2)$654.00 $ Reconnect only (2)$E9.00 $ Temporary services or feeders: installation, alteration, relocation 2O0 anps or less (2)$89.00 $ 201 to 400 arnps (2)$122.00 $ 401 to 600 amps (2)$177.00 $ Over 600 amps or 1,000 vols, see services or feeders section above Branch clrcuits. new, altelation, ertension per panel a. Fee for kanch circuits with purchase ofa service or feeder fee: Each branch circuit $8.00 $ b. Fee for branch circuits without purchase of a service or feeder fee: First branch circuit (2)$t9.00 $ Each additional branch circuit $E.00 $ Misc'ellaneous fees: service orJeeder not included Each pump or irrigation circle (2)$89.00 $ Each sign or outline lighting (2)$89.00 $ Signal eircuit or a limited-energy panel, alteration, or extension (2)$89.00 $ Each addltional lnspection: (1)$r02.00 $ DEPARTMENT USE (A) EDter subtotal ofabove fees (Mlnimum Permit Fee $102.fl)) $ (B) Enter 127o surcharge (. t2 x [A])$ (C) Technolory Fee (5% of[A])$ TOTAL fees and surchrges (A through D):$ DEPARTMENT USE ONLY Permit no.: \1-oo Aqq s^d Date: l(l B lz-rfi Last cdited llD0l9 BJoas \ CONTR I /.nl. .-arvl Ap,pt.nacLL E NE flc-c< t t g*3ctF-Eg ENERGY EFFICIENCY rABLE NI10r.1(2) ADDITIONAL MEASUHES Por SI: I square foot = 0.(D3 m2, I watt per square foot = 10,8 \wm2, a' Appliances located withifl tho building thermal envelope shall have sealed combustiou air installed. Combustion air shall be ducted dircctly from the outdoors. b. All ductjoints attd searns sealed with listed mastic; {apo is ouly allowcd at appliance or equipment conuections (for service and replacement), Mect sealing criteria of Pcrformance Tested Comforl Systens program adrninistered by the Bonuoville Power Administration (BPA). c. Residential water helters less dran 55 gallon storago volume. d. A total of 5 perccnt of an HVAC systern's ductwork shall be permitted to be located outside of the conditioned space, Ducts located outside the conditioned space shall havc insulation installed as required ia this code. e, I'hemaximumvaultedceilingsurfaceareashallnotbegreaterthan50perccntofthetotathealedspacefloorareaunlcssvaultedateahasaU-factornogreater than U-0.026. f. Continuous air barrier. Additional rcquirement for sealing of all interior vertical wall covering to top plate framing. Sealing with foaln gaskea, caulk or other approved sealant lisled for sealing wall covering material to structural nraterial (examlle: gypsum boaid to rvood slud framing). g. Table Nl lM.l(l) Standard base case design, Code UA shall be at least 8 percent less &an the Proposed UA. Buildings wllh fenestration lcss than 15 percent of the total vertical wall area rnay adjust thc Code UA to have 15 percent of the wall area as fenostration. Hlgh elrlciency r,rallsI E,(terior lvalis-U-0.045/R-21 cavity insulation + R-5 coutinuous Upgraded fealures Exterior walls-U-0.057/R-23 intermediare or R-2 I advanced, Franred fl oors-U-0.026/R-38, and Windows-U-0.28 (averagc UA) Upgraded fealures 3 Exterior rvalls-U-0.055/R-23 intermediate or R-2,I advanced, Flat ceilinge-U-O.017/R-60, and Framed fl oors-U-0.026/R-38 Super lnsulsled Wlndo]vs and Ailic OR Framed Floors 4 Wjndorvs*-U-0.22 ('friple Pane Low-e), and FIat ceilingE-U-O.0171R-60 or Fra med fl oon-U-0.026/I(-3 8 Air sealing home and ducts 5 Marldatory air sealiag ofall wa1l coverings at top plate and air sealing checklistf, and I{_echanical whole-building ventilation syttem wilh rates meeting MI503 or AsirRAE 62.2, anttAll ducts and air haudlers cqntained rvithin building envcloped or All ducts scaled with masticb Hlgh srfrclency lhermal €nvelope UAs 6o uoo =c 4) Eooc tEul d) CLIo tr lr.t 6 Proposed UA is 89o lower than the code UA I Gas-fired furnace or boiler AFUB 94%, or Air source heat punrp HSPF 9.5/15.0 SEER cooling, or Ground source heat pump COP 3,5 or Energy Stariated High offlclency HVAC systema Drcted HVAC system6 trllhln condllloned space B All ducts and air handlers contained wi&in building Cannot be conrbirled with i{easute 5 Ductless FumpC Ductless hcat pump HSPF I0.0 in primary zone of dwelling High elficlency water oco D Natural Etectric gas/propane water heater with UEF 0.85 OR heat pump rvater heater Tier I Northern Climate Specificatlon Product 2017 OBEGON RESIDENTIAL SPECIALTY CODE 435 \ I $ C,or..-. Sr+esrr,trD la'alrrar- Fza,n = pernt u CONTINUOUSLY SHEATHED BRACED WALL PANEL MEETING MINIUM LENGTH REQUIREMENTS OF TABLE R602.10.5 WALL CONSTRUCTION FASTEN KING STUD TO HEADER WITH 6 16D SINKERS EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (T\^/O BRACED WALL EXTENT OF HEADER WITH SINGLE PORTAL FRAME NET HEADER STEEL HEADER PROHIBITED IS USED. PLACE ON BACK-SIOE OF HEADER OVER CONCRETE OR MASONRY BLOCK FOUNDATION WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOIST OVER RAISED WOOD FLOOR. FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) STRUCTURAL PANEL PANELS IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN THE FASTEN TOP PLATE TO HEADER WITH TWO J E) oF X ir IVIDDLE 24'OF THE PORIAL. LEG HEIGHT, ONE ROW OF 3" O.C, NAILING IS REQUIRED IN EACH PANEL EDGE. MlN. DOUBLE 2x4 POST (KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES R602.7(1) & (2) ANCHOR BOLTS PER SECTION R403.1.6 (2) FRAMING ANCHORS APPLIED ACROSS SHEATHING JOINT WITH A CAPACIry OF 670 LBS IN ROWS OF 16D SINKER NAILS AT 3"O.C.TYP NAIL SOLE TO JOIST PER TABLE R602.3('1 WOOD STRUCTURAL PANEL SHEATHING OVERAPPROVED BAND OR RII\4 JOIST STRUCTURAL PANEL SHEATHING NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST %'wooD NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST L <(xsuo o SHEATHING TO OR RIM JOIST TOP OF BAND NAIL SOLE PLAIE IO JOIST PER TABLE R602.3(1) SHEATHING TO O,C. TOPAND WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM OVER RAISED WOOD FLOOR . OVERLAP OPTION (WHERE PORIAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT ELEVATION For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. SECTION WALL LINE TENSION STRAP PER TABLE 602.'10.6.4 FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN HEADER TO JACK.STUD STRAP PER TABLE R602.10,6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING MlN. DOUBLE 2"x4'FRAMING COVERED WTH MlN. %" THICK WOOD STRUCTURAL PANEL SHEATHING WTH 8D COMMON OR GALVANIZED BOX NAILS AT 3' O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) ryP MIN. LENGTH OF PANEL PER TABLE R602.10.5 rilN. (2) 7,',DTAMETERANCHOR BOLTS INSTALLED PER SECTION R403.1.6 WITH 2"x2'13l16" PLATE WASHER 2017 OREGON RESIDENTIAL SPECIALTY CODE 191 It- FTGURE R602.10.6.4 METHOD CS.PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION SPRINGFIELD # Transaction Receipt 811-19-002495-DWL Receipt Number: 472913 Receipt Date: l116/19 City of Springfleld Development and Public Works 225 Fifth Street Springfield, OR97477 54L-726-3753 permitcenter@springfield-or. gov OREGON www. springfi eld-or. gov Worksite address: 4290 HORACE ST, Springfield, OR 97478 Parcel: 1 802052406304 Fees Paid Transaction date 11t6t19 Units 1.00 Ea Description Master plan review - second and subsequent reviews Account code 224-00000425602-1030 Fee amount $338.00 Paid amount $338 00 Payment Method: Credit card authorization: 031 08d Payer: BRUCE WECHERT CUSTOM HO Payment Amount:$338.00 Cashier: Katrina Anderson Receipt Total:$338.00 Printed: 1 1/6/19 12:11 pm Page 1 of 'l Fl N_TransactionReceipt_pr JOURNAL OR JOB NUMBER: NAME OR COMPANY: LOCATION: TAX [,OT NUMBER: DEVELOPMENT TYPE: NEW DWELLING UNITS IMPERVIOUS AREA I. STORM DRAINAGE DIRECT RUNOFF TO CITY STORM SYSTEM A. REIMBURSEMENT COST IMPERVIOUS S.F. GITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET 19-002495-DWL Bruce Weichen Custom Homes 4290 Horace St. I 802052406304 2549.00 B. IMPROVEMENT COST IMPERVIOUS S.F, COST PER S.F. $0.301 COST PER S.F. s0.437 COST PER DFU s I 70.50 COST PER DFU $83.99 NUMBER OF UNITS I NUMBER OF UNITS I COST PER FEU $ l 35.93 COST PER FEU $ 1,620.85 ADM. FEE RATE 5o/o AREA DRAINING TO DRYWETI 0 0 $1,88 l.l6 x,616.74 COST PER TRIP I 9.86 COST PER TRIP $377.40 $1,789.60 $14,089.28 CIIARGE s704.47 CT{ARGE $767.25 CHARGE $1,1 13.91 NEW TRIP FACTOR 1.00 NEW TRIP FACTOR 1.00 x x x x x x ITEM 2 TOTAL. CITY SANITARY SEWER SDC A. REMBTJRSEMENTCOST: ADT TRIP RATE 9.57 ITEM I TOTAL- STORM DRAINAGE SDC 2. SANITARY SEWER - CITY A. REIMBURSEMENT COST: NTIMBER OF DFU's 26 B. IMPROVEMENT COST: NUMBEROFDFU's 26 x B. IMPROVEMENT COST: ADTTRIP RATF, 9.57 ITEM 3 TOTAL. TRANSPORTATION SDC A. REIMBURSEMENT COST: NUMBER OFFEU's I B. IMPROVEMENT COST: NUMBER OFFEU'S I xx x x x C. COMPI,IANCE COST: MWMC (SEE MWMC ADMIN]STRATIVE FEE ITEM4 TOTAL- MWMC SANITARY SEWERSDC SUBTOTAL (ADD ITEMS I,2,3,& 4) 5. ADMINISTRATIVE FEE: SUBTOTAI $14,089.28 TOTAL STORM ADMINISTRATION FEE TOTAL SEWER ADMINISTRATION FEE: TOTAL TRANSPORTATION ADMIMSTRAT]ON FEE: TOTAL MWMC ADMINISTRATION FEE - I,OCAL 801.78 Residence SIZE t,OT SIZE MAX s767.25 $3,61r.', s22.82 $190.09 $14,793.7s 109 I t092 1093 1094 1054 1055 1054 1056 a E] oO FIogl NUMBER OF FEU'S I COST PER FEU $22.82 PREPARED BY Steven DATE tlt21/2019 TOTAL SDC CHARGES x x DRAINAGE FIXTURE UNIT CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUIVALENT - DRAINAGE FXTURE UNITS FOR CAI-CUI.ATE ONLY THE NET ADDITIONAL NO. OF FIXTURES I.-|NIT FIXTURE TYPE NEW OLD ALENT MISCELLANEOUS DFU TYPE NUMBEROF EDU'S 20 TOTAL DRAINAGE FIXTURE UNITS lsa toa unit set at 167 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE *EDU FIXTURE UNITS 0 2 1979 $5.29 $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 1 for Yes, 2 for No) BASE YEAR CREDIT FOR LAND (IF APPLICABLE) 2 VALUE i IOOO $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 $1.45 $1.25 $1.09 $0.92 $0.72 $0.48 $0.28 $o.og $0.05 BATHTUB 2 0 3 6 DzuNKING FOUNTAIN 0 0 1 0 FLOORDRAIN 0 0 3 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC.0 0 3 0 INTERCEPTORS FOR SAND / AUTO WASH i ETC.0 0 6 0 LAUNDRY TUB 1 0 2 2 CLOTHESWASHER / MOP SINK 1 0 3 3 0 0 6 0CLoTHESWASHER - 3 OR MORE (EA) MOBILE HOME PARK TRAP (I PER TRAILER)0 0 12 0 RECEPTOR FOR REFRIG / WATER STATION / ETC 0 0 1 0 RECEPTOR FOR COM. SINK / DISHWASHER / ETC.1 0 3 3 SHOWER. SINGLE STALL 0 0 2 0 sHowER, GANG (NUMBER OF HEADS)0 0 2 0 SINK: COM MERCIAL/RESIDENTIAL KITCHEN 1 0 3 3 SINK:COMMERCIAL BAR 0 0 2 0 SINK: WASH BASIN/DOUBLE LAVATORY 0 0 2 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 3 0 1 3 0 5 0URINAL, STALL/ WALL 0 TOILET. PUBLIC INSTALLATION 0 0 6 0 TOILET, PRIVATE IN STALLATION 2 0 3 6 26 YEAR ANNEXED CREDITRA 1,000 ASSESSED VALUE BEFORE I979 1979 1980 l98l 1982 l 983 1984 1985 1986 1987 1 988 1989 1990 l99l 1992 l 993 1994 1995 1996 1997 I 998 1999 2000 200 I IU a .,lffi .dEEB /.?E5..+_B-ffiit TSEEngineering Re: J1017290 Bruce Wiechert Custom Homes Tri-State Engineering, lnc' 12810 NE 178th Street Suite 218 Woodinville, WA 98472 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: 112414736 thrull24l4754 My license renewal date for the state of Oregon is December 3 l, 20 I 8. tN r r822PE OBEqON 7tl 6'82 August 13,2018 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 ANSI/TPI l. iJob - - I l.llol 7290 !_-.__ The Truss Co. Eqgene. OR 97102 -t -G0l+-r - . ..,_-_r_--.. __- 18-I0 18-90 8.220 s MaY lD:ph3NBzl sReM6oCUNdxKlrTzTd4H-vm- 17 19 20 3xB i] 21 Brua Vll€ched Cutiom Hom.5 @pliooal) 29 2OlE Mrlet lnduslnss, lnc Mon Aug l3 t3 38 00 2018 Page I iAR2mYUPAHMNSD?ZmVUE54dxHQ2PSUSokioFTr 3650 1&10 S€le = l:80. r 30 t: Truss AIGE I'Nivle-- lc,ouuox sureonreo cna ltE- i''' I' 22 18 5 I i I 8oo llt rs 16 14 3x62 fl 11 'to 3x5= 56 5s 54 s3 52 5t s0 49 48 a7 6 45 u 43 1l rc gg 38 37 35 35 34 33 32 31 3x5= 21 25 26 t2 3 3x6 12 36-6-0 DEFL. vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) Udefl Ud1 nh 1201^fi9030 nla nla SPACING. 2-SO Plate Grip DOL 1-15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC2015/TP12014 cst,TC 0.06BC 0.04wB 0.1,t Matrix-SH LOADING (psfl TCLL 25.0 (Roof Snow=25.0)TCDL 8.0BCLL O.O LUTIBER. TOP CHORD BOT CHORD OTHERS PLATES MT20 GRIP 185i '148 REACTIONS. At bearings 36-il. (lb) - Max Hoz 2=266(LC 5) Max Uplill All uplilt 100 lb or less al joint(s) 2, il4, 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 at joinl(s) 2, U, 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 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 25O (lb) or less exc€pt vrten shown. TOP CHORO 2-3-2711206 NOTES. 1) Wind: ASCE 7-10; Vult=l20mph (3-second gust) Vas<t=9smphi TCDL=4.Epsf; BCOL=4.2psf; h=25ft; Cat. ll; ExP B: Enclosed: MWFRS (envelope) gable end zone; cantilever lelt and right exposed ; end vertical lefl end right exposed; Lumb€r DOL=1.60 Plate grip DOL=1.60 2) Truss designed for wind loads in the plan8 ol the (russ only. For studs exposed to wind (normal to lhe face), see Standard lndu3try Gabls End Details as applicable, or consult qualilied buildhg design€r as p€, ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Calegory ll: Exp B; Partialty Exp.; Ct=1.1 0 4) This lruss has b€en dosignod for grealer of min roof live load of 't6.0 psf or t.00 times flat roof load ol 25.0 psf on ovarhangs non-concunenl with other live loads. 5) All plates are '1.5x4 MT20 unless otheilise indicatsd. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-+O oc. E) This lruss has been designed lor a 10.0 psf bottom chord liv6 load non€oncunent with any other live loads. 9) ' This truss has been d*igned for a live load ot 20.0psf on the botlom chord in all areas whers a reclangle $M tall by 2-G0 wide will fit botween the botlom chord and any olher membors. '10) Provide m€chanic€l connection (by others) of lruss lo bearing plate capable of withstanding 100 lb uplitt at jolnt(s) 2, 44, 45, 46, 47 48, 49, s0, 51, 52. 53, 54, 55, 56, 43, 41, 40. 39, 38, 37, 36, 35, 34, 33, 32, 31, 30. LOAD CASE(S) Slandard weig'ht: 299 tb FT = 8% Slruciuralwood sheathing direclly spplied or S.Go oc purlins. Rigid ceiling directly applied or 1GGo oc bracing. I Row al midpt 16-44, 1545, '14-46, 13^47, 1244,1743, 18-41, 19-40, 2G39 MiTek recommends thst Stabilizers and required cross bracing bs installod during t.uss erec-tion, in accotdance wilh Slabilizor lnslallation ouide- OREqON Ifl6E2 2x4 DF No.z 2x4 DF No.2 2x4 HF/SPF Stud/Std'Excepl' sTl 3,sT1 2,STl I,STt0,ST9,ST8,ST14,ST 1 5,STl 6,STl 7,ST18: 2x4 HF No.2 BRACING. TOP CHORD BOT CHORD V1EBS RENEWS: 1U31118 August 13,2018 ,[ W,lnlWC Vt;tydL.rynpn?Dn-t..\no.tREADNofESoNfHlsAND]N1LUOEDMIIEXREFERENCEPA1EMll-71?3BEFORFUsF. Design valid ,or use only with MiTek connccts!. This dcllgn i! bagcd o^ly upon param6le6 shoryn, .nd ir lor eo individuel bqilding componeni. Appllcabilily ol desigo paGmenter3 and p.op€r incoporation of@mponer( E respon!ibrlily ol building d.rign6r. not trutr de5ignet. Bracing shown isfo.lateralsupporlolindividualwcbmembeFilly. Artdltlonallompo,arybrack4loinsurortaMlydudngconstrudionislhe.cspon5ibilltyoflhe ereclor. Addilional pcmancd bracins ot lhc ovarall stMluo i! the rcrpon.ibilily ol th€ budding daiiEngr. Fx gcnGEl guidancc regarding fab,lcation. qual{ty conlrol. slo60e. deliv!ry. arstim and bEcing. conelt ANsl,lPll Qu.llty Crlt.rl., DSB*9 ,nd BCSII Buildlng ComPonG.t Safety lntomalbn aveilable iom Truri Plale hililde. 563 o onolrio Dnve, Madilon, !i/l 5371 9. A theTRUSSco.iNc. 9 -l I 7 6 4 lrrusstA2 I Bruce I ! Wrcche.t Cuslom Horcs 112114737 - - Job Relerence (opton8ll - ---- - 8.220 r Mav 29 20rB MrTek lndushes. |rc. Mon Aug l3 l3 3E.01 2018 Page 1 lD:ph3NSzlsReM6oCUNdxKkTzTd4H-OyYPNnaOJoXGvweni4?2 mAvo? H?3QYhSuyGRyoF 7q 24-2-6 3G.t-1 2 , 356-0r- -EiJ'- --!11$ '116 S€le = 1:8?.3 3x4 \\ 316 \\ 7E 1.5x4 4 9 ot I lr I ,Pt, ._J The Trurs Co Elgone. OR 97,{02 22 8.oo h2 5r5 6 1.5x4 I 3x4 // 3x6 // 14 21 3x4 = 5 (i to.\r1 't3 3x8 = 12 23 3x6: 21 tl 3x4 =3x5 3x5 s-4-o &1t{&il.0 H-{ sPActNG- 2-D0 Plate Grip DOL 1.15 Lumber DOL 1.'15 Rep Stress lncr YES Cods lRC201 s'lTP 120 ltl csl. TC BCrE MAtTiX.MSH 0.i14 0.70 0.58 DEFL. Vert(LL) verr(cT) Horz(CT) in (toc) 4.23 1?-14 .o.33 13140.08 10 l/defl >999 >999 nla Ud 3€0 244 n/a LOADING (psf) ICLL 25,0 (Roof Snow=25.0)TCDL 8.0BCLL 0.0 . LUMBER. TOP CHORD BOT CHORD V\EBS PLATES MT20 GRIP 1 85/1 48 REACTIONS. (lb/size) 2=15271G5-A (min. G2-8), 10='14sg/Mechanical Max Horz 2=266(LC 7) Max Uplift 2-197(LC 8), 10:178(LC 9) FORCES. (lb) - Max. Comp./Max. TBn. - All forces 250 (lb) o. less except when shown. TOP CHORo 2-3--22841266,T1-2055/308, +5:187113.l1. $6:144512E8, *7--1445t288, 7 -E-18761313, &9:2060/31 0, +10=-2?67 1289 BOT CHORD 2-14--3?8t1973, 1+21--185t1s87 ,21-22=-18511587 , 1T22-1ESfi5E7 , 12-13:8411476. 1 2-23=841 1476, 23-21-841 1 476, 1 1-24--E4t 1 47 6,'ltF1 1 =- I 58/1 830 VI/EBS Fl3-201/l lE2. 7-13-67A1257 ,7-11:9U542,91 1-356/194, 5'13=667/256. S14=-90/537, Vl 4-3s2t 192 NOTES" 1) Wind: ASCE 7-10; Vult=l20mph (3-second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf; h=25tt: Cat. ll: Exp B; Enclosed: MWFRS (envelope) gable end zone; c€ntilever leff and right exposed : and vartical len and right oxposed; Lumbe, DOL='1.60 plato grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (tlst roof snow); Category ll; Exp B: Partially Exp.i Ct=1.10 3) This truss has been designed lor greater o{ min roof live load of 16.0 psf or 1.00 tim€s flat roof load ot 25.0 psf on ovorhangs non-concurrent with othor live loads- 4) This truss has been designed for a 10.0 psf botlom chord live load nonconcurrent wi(h any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on lhe bottom chord in all areas where a reclangle 3m tall by 2-G0 wide \rillfit bstwaen lhe bottom chord and any other members. with BCDL = 7.0psf. 6) Refer to Eirde(s) for lruss lo lruss connaclions. 7) Provide mechanical connection (by others) of truss to bearing plale capable ofwithstanding 1 00 lb uplin at ioinl(B) excepl (it=lb) 2-197, 1Q=178. LOAD CASE(S) Standard Weight: 180 lb FT = 8ol Slructuralwood sheathing direc{ly applied or }7-0 oc purlins. Rigid ceiling directly applied or 'lG(}o oc bracing. 'I Row al rnidpt 7-13, S13 MiTek rocommonds that Stabilizers and required cross haciog be installed during truss ereclion, in accordanco with Stabilizer lnstallation quide. OREgON 7t1 6t82 2x4 DF No.2 2x4 DF No.2 2x4 HF No.2'Ercept' \M,WI: 2x4 HF/SPF Stud/Std BRACING. TOP CHORD BOT CHORO VlE8S RENEI{IS: 1?131r18 August 13,2018 t, I I WenMUe.V.rityd*igopar.ne.ersadREADNOTESoNIHlsANDtNctUD€nMIEKREFERFNCEPAiFtItt.T4TjAEFOREUSE Oesign valid for uso only with MiT€k conhodors. This desagr is bgscd onv upoo paramelers sh*n, and is lor an indiudual blitding cmponcnt. Appliceulrly of d6.i9n param6nt6E .nd prop.r in@rpcrallon ot edponent is .csponsibility ol buildiig dcsigner - nd tru$s dcsigner. B6€in9 shfln i9 for latcEl suppod ol in.rividual w.b mc6ber! only. Add(lonal temporary bracing lo inrura gtability dudng con$rudio^ is th6 rciponsbillity o, the ereclor. Addilion.l p€man.nt bracing of lha ovarall strlclure is the rcsponsibility ol thc iuilding dcsigncr. For gencral guidancc rrgardng (abricathn, quality @ntrol. slorag.. d€lav6ry. e..dion and bracing. coosult ANSI/TP|1 Quality Critaria, DSBj9 .nd SCSlt Buildho Componcnt6.t tyl.lom.llon avalabl6lromTtuGsPl.lelnslnd.,S83O'OnolrioDnve Mad;son.W53719. A theTRUSSco. rr'rc, -1+0 6-4-4 12-$10 1&'0ffi- rir+- 3 lTruss Type icouuoH 4 J9b ,1.0 1 ?290 5-l r-6 i3 26't{ Bruce Wechett Cuslom Homes t1t-6 I 1 2,( r,r738 Scale = 1.65-7 TheTrussco.. Eqgen!oR97,102 ROOF SPECIAL t5-6 3tO // 3x4 zz 1-t 1-0 a-9.e E{-1 6x6 8.00 ,12 1.5x4 ii 17 15 15 8x8 -- 1.5x4 ll 3r4 :\ 3xB \\89 1.5t4 // Lrt2 3 \_ d Io "rlE 5xl2 // 18 4x4 -20 27 ',12 3x4 =-Ix1O '- 520 112,l.5x4 ll 1.5x4 I 2SE 4xg = 3'6 =3x5 ffi g4 9{ cst.TC O.72 BC 1.00wB 0.98 MAITiX.MSH DEFL. vert(LL) vert(CT) Hoz(CT) in (loc) 4.32 12-14 4,49 12-140.30 1l l/defl >999 >903 n/a Ud 360 240 nla SPAC|NG- 2-O{ PHe Grip OOL 1.15 Lumber DOL 1.15 Rep Stress lnc. YES Code lRC201s/TP12014 Plate Offsots (X,YF 12:(L3.o,G2-141, 13.c-1-12,c-1-121, [4:G1-12,().1-81, [7:G2€,Gl-121. 111:G54,G0-101, [14:O-]0,S,1-81, [17:G2€,Edgel, [18:S'1-12,G1 -8l, 119:G3{ LOADING (p30 TCLL 25.0 (Roof Snow=25.0)TCDL 8.0 BCLL O.O LUMBER. TOP CHORO BOT CHORO WEBS OTHERS PLATES MT20 GRIP 185/'14E weighl: 206 lb Fr = 8o/o 2xt1 DF No.2 2x4 DF No.2 'Except' 82:2x4OF No.1&Btr 2r4 HF No.2 'Except' W3.W4.r,i\6,W1 1,V!2: 2x4 HF/SPF Stud/Std 2x4 HF/SPF Stud/Sld Struclural wood sheathinE direclly spplied or 2'1-1 oc Purlins- Rigid ceiling dirsclly applied or 1GG0 oi brscing, Except: 1-+12 oc bracing: 1&19. BRACING. TOP CHORD BOI CHORD VVEBS 'l Rowatmid s15.8-14 REACTIONS. (lb/size) 1l='14&4/Mechanical, 2=1560/GS8 (min. S2-9) Ma.i( Hoz 2=266(LC 5) Max Uplin 11:177(LC s),2:176(LC 8) FORGES. (lb) - Mar. Comp.lMax. Ten. - Allforces 250 (lb) or less except whsn shown. TOP CHORO 2-3:6001/906, ,4--26391341,+5-19981278, 56-'1E611293, &7:19E01435' 7-8-14581289, 8-9-1848/31 1, 9-10=-2069/30E, 1o.11-227 6287 BOT CHORD 13-14-84t1472. 13-26=8411472,2e27-84t1472, 17-?7=441'1472, 11'12-15711837 18-1 9:734i4016, 17-1E=-334t2178. 2'1 9='954/5369 VIEBS 518-291460, 7 - 1 4-- 17 A549, +'t 7 --7 67 1215, 8'1 2-91 /554' t17 -3421208' 14-17-33t1fla. 1+12.-354119/,3-19-368/2351, '16- 1894/412, 7'1'l='3/,311178, a-14=4.801257 NOTES. 1) Wnd: ASCE 7-101 Vutt=r2omph (gsecond gust) Vasd=gsmph; TCOL.4.Epsf; BCDL=4.2pst; h=25ft; Cat. ll; Exp B; Enclosed; MWFRS (envelope) gable end zono; cantilever len and right exposed ; end vsrlical l€ft and right exp6ed: Lumber OOL=1.60 Plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psl (nat root snow); Category ll; Exp B: Partialty Exp.: Ct=1.'t0 3) This lruss has b€en designed lor grealer of min roof live load of 1 6.0 psf or 1.00 times flal roof load of 25.0 psf on ovefiangs non-concunont wilh other live loads. 4) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcunent with any olhor live loads. 5) ' fhis truss has been designed for a live load ol 2o.Opsf on lho bottom chord in all areas where a reclangls &H tall by 2+0 wide will fn between tho bottom chord and any other members, wilh ECDL = 7.0psf. 6) Refer lo girde(s) for truss lo lruss connections. 7) Provide mecfianlcal conne€tion (by others) of truss to bearing plale capable of wilhslanding 100 lb uplift at joint(s) excepl O=lb) 11=177,2=176. LOAD CASE(S) Slandard RENEWS: 12131118 August 13,2018 -[ mn,VtXO,V"titydsignperaatetersandRF,qDNOrFS ot|fHtSANDINCLUDEDMIfEKREFERENCEPAGFMI!?03AEFOREUSE. Crit.ria,rnC r€gardirg BCsll Bulldlng Componcnt A theTRUSSco. trlc. MiTek recornm€nds that Stabilizers and required cross be installed during truss erec,lion, in accordance wilh Stabilizea 7fl6182 6 4 ) for u& sly with MiTck conncctors. 6aeclor. iJob- - ]rro,rrno Truss FruCE;-- l**r.r..,o. i"Wecherl Custom Homes /oolional) t124t4739', Sele: 1/8"=!' .1-GO 31-0r!ffi-!iot-rllg 5-$8 __9+0 4-1 1-0 .2t4 tl3$ -/ 3x4 // 4x6 /z t ?1 _t.--- fhe Truss Co Eugen.. OR 97a02 LOADING (psr)TCLL 25.0 (Roof Snow=25.0)TCDL 8.0 BCLL 0.0 ' 8.oo lJt 26 .lx1 =24 '-22 4)d = 21 20 18 5S- 4-9-8 I 35 5x5 \ 34 5 3x4 '\ I 6xl0: t0 3x6 -- w161 15r 3.OO 112 PLATES MT2O ,lqlt o 2 +o *t = lt,o ,, 1.5x4 ll s.leIrF = 2xa ll 6xB = 3x4 ll 17 16 2x4 ll 6x8 = 3x4 = 1&3-0 2+CA GRIP 1 85/1 48 LUMBER. TOP CHORO BOT CHORO WEBS OTHERS REACTIONS. 0b/she) 15=2128/S$,8 (min. s,3-8), 2=1370/0-98 (min. 0-2-6) MaxHoz 2-270(LC 8) Max Uplift 1s:297(LC 1 1), 2-16a(LC 10) Max Grav 15=2128(LC 1),2='1431(LC 17) FORCES. (lb) - Max. Cornp./Max. Too. - All forces 250 (lb) or less excepl wher shown. TOP CHORD 2-3--U37,852, +a=-2354/320, 4-5=-1725t251,5-34-1 550/255, 6-34=-r533/265, 6-7*178N401, 7-35=-1334/3'10, 6-35=1 509/2E5, I -9=-14OOt221, $1 0=-1284/1 59, 10-1 I -1 037/3495, 1 l-12--33?t1199 BOT C HORD l8-19-1 12i 1010, 17-18*355111172, 6- l 9-504/229. 1*17:21641330, 'tG17=-2O421330, 14-15--667 1117, 12-14=-110G1317 ,s25=-5131202,2-27:903/4830, 26-27-696t3611, 2$26=31 1lls26VI/EBS 4.26:30t437, +25:732t216. 19-22=-3X1778.7-19- 183i676, g-19-243/580, 1G18-670/3532, 11-17.-2252n19, 11-14-1171282, 1+17-4571208,9-18:767lilO7, 22-25-51802, 7 -25--32fr11291, T27=-U.5t21 16, 3-26=-1 739/396 NOTES. 1) Wind: ASCE 7-10i Vutt=l20mph (Ssecord gust) Vasd=gsmpht TCOL=4.8psf; BCOL=4.2psf; h-25ft; Cal. ll; Exp B; Enclosed: MVIFRS (envelope) gable end zone; canlilever lell end right exposed ; end vertical lell and ,ighl exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pt=25.A pd (flat roof snow): Car69ory il; Exp B; Panialy Exp.; Ct=1 .10 3) Unbalanc€d snow loads haye been considered for lhis design. 4) This truss nes boon designed tor greater of min roof live load of 20.0 psf or 1.00 times fiat roof load of 25.0 psf on overhangs non-concurent with olher live loads. 5) This truss ha3 been designed for a 1 0.0 psf bottom chord live load nonconcqnent wilh any olher live loads. 6) ' This truss has been designed for a live load of 20.0psf on lhe bottom chord in all areas $ter6 a rectangla $GO tall by 2+0 wide will frt between the boltom chord and any other mernbers. 7) Provide mechanical connaclion (by others) ol truss lo bearing plate capable ot wilhstanding 100 lb uplin at ioint(s) except O=lb) 15=297,2=164. LOAD CASE(S) Standard Weight:251 lb FT - E% Slru€'luralwood sheathhg diroctly appliad or 2-2-0 oc Purlins. Rigid ceilinE directly applied o, $s.9 oc bracing. Excapl: 'l Row at midpl e25 $1-0 oc bracing: 15-17 1GO'o oc bracing; t$21 , 2&25 'I Row at midpt 7-22,7-19 MiTek recommends that Slabilizers and required cross bracing be installed during truBs ereclion, in accordance wilh Stabilizer lnstallation ouida- ar OBEQON l116182 2x4 OF No.2 2x4 DF No.2 'Except' 86,89,85: 2x4 HF No.2, B'l: 2x4 DF 1800F 1 .6E, 82: 2,.4 oF No. l&Btr 2x4 HFiSPF Stud/Std 'Except' VW.VW,WI 2.W1 5.VY6,wl : 2x4 HF No.2 2x4 HF No.2'Except' F1:2r4 HF/SPF Stud/Std BRACING. TOP CHORO BOT CHORD WEBS c RENEWS: 1?J31118 August 13,2018 SPACING. 2.GO Plale Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC201s/TP12014 cst. rc BC WB Matrix-MSH O,EE 0.91 0.91 DEFL. Vert(LL) Vert(CT) Hoz(CT) in (loc) 4.26 26-2t4.55 310.22 15 l/defl >999 >169 nla Lld 360 '120 n,ta A theTRUSSco. tnc. l4AhNtNC . Veri{y desigh panmet... 6nd READ }/O rES ON IHls AND tNta:L ilbEO MUEK REFERENCE FAGE Mtt-/473 aEfORE IJSE , 37-t-2 , 4',1+0r-- 3+€ 1- 4-{-i1 5E- 7 4 and This ba!ed lo w 53719. Componcnt .Job J1017290 The Ttus5 Co.. iruis A5 Eugene OR 97,t02 -1-cp lrruss Tioe ,ROOF SPECIAL &4-4 12-!r 0fGi 6-4r +115 Sele=taa'l 8.00 fit 5rO - 6 3x4 /t 3xO // a'29 ,r tro22 t'l 3x4 =3x6=46=2x4 30 sxs '\ 7 1.5x{ i'3x4 \\ 8 5x0 \ I 3.oo 112 3x5 = wl20 12N +Id 1A exl li 5x8 = l3 3x6 = 11fi fil+ 16 ,9 18 4x5 ll 33-6{ 3x5 3x5 il 6x8 tu[e ,-114U&1ts MATTiX.MSH csl. TC BC WB 0.93 0.64 0.98 DEFL. Verl(LL) Vert(CT) Hoz(CT) in (loc) 4.24 2G22 -0.33 20.?20.05 14 UdeR >999 >999 n/a Ud 360 240 nla SPAC|NG. 2-O-0 Plale Grip DOL 1.15 Lumber OOL 1.15 Rop Stress lncr YES Code lRC2015/TPl20t4 Prare offsers (x,Y!- [2:s2-3,Edgel, [6:G2-8,G1€], 17:0-1-e,G,3.41, [8:Gl-12,G1-81, [9:G2.1,(L2-81, [13:&2-4,e1{l,ll 5:G2€,G2-81, [1 6:G1-8,S2{1, ll 7:G2-8,}2-121, LOADING {ps0TCLL 25.0 (Roof Snow=25.0)TCDL 8.0 BCLL O,O LUMBER. TOP CHORD BOT CHORD WESS PLATES MT20 GRIP 1 85/1,{8 OTHERS REACTIONS. All bsarings 2-11€ excePt O=length) 2=G5-8. (lb) - Max Ho.z 2-270(LC 8t MaxUplifi All uplifr100 lborlessatjoinl(s)exc€pt2-187(1C10)' 11:141(LC11l' 13=-340(LC 7) MaxGrav Atlreaclions25olborlessatjoiot(s)€xcept2=t428(1C17),14=1386(LC 1), 14=1386(Lc 1), 13=1094(Lc 31) FORCES. {lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or loss Bxcepl when shown. TOP CHORD 2-3--21031267.t4='18751288.4'5-1654/291, *29-1279122E,6'29='1262i260' S3O=-1493/369, 7-30=16261337, 7-E=.1 575/223, 8-9='1569/165, $10:8s/460. 1&11-3171137 BOT CHORD 2-22-31011747 ,22-31 =167/1355, 31-32=-l 67/1 355, 21'32:16711355, 2621=-161 11355, 7-17-5@12?E,16-17=5911254,15-16-385/121, 14-15-141a162,9-15=-15101217, 11-13--10/3t332WEBS t22:354192,$22=-891552,V20--73at255,F20:135/595,17'20=?71928, *'t7=-2421792,*16=-137i 1638, 1Gl5-2s3/637, ,l0.13:680/206, 1$15=-9041354, 8-1 5:309t77 NOTES. 1) Wind: ASCE 7-10;Vull='l20mph (lsecond Eust) Vasd=gsmph; TCOL=4.Epst; BCDL=4.2psf; h=25fl; Cat. ll; Exp B; Enclosed: MWFRS (envelope) gable and zono; cantilever bn and right exposed ; end v6(ical l6ft aod right exposed; Lumber D0L=1.60 plale grip DOL=I.60 2) TCLL; ASCE 7-10; Pf-25.0 psf (flat roof snovr); Calegory ll: Exp Bt Partially Exp.: Ct=1.1 0 3) Unbalanced snotv loads hav€ beon considered for this design. 4) This truss has been designed lor gresler of min roof livo load of 20.0 psf or 1.00 limes fial roof load of 25.0 psf on oyerhang3 non.concunenl wilh other liye loads. 5) This truss has been designed for a 10.0 psf bottom chod live load nonconcurGnt with any other ltue loads. 6) ' This truss has been designed tor a live load of 20.0pst on the bottom chord in all areas where a reclangle 3-G0 tall by 2-G0 wide willf[ betwoen the bottom chord and any other members, with BCDL = 7.0psl. 7) Provide mechanical connedion (by others) ol lruss to bearing plat8 c€pable of withstandinE 187 lb uplift at ioint 2, 14'1 lb uplifl at coi${tlJd &$$Adg P udin at ioint 13' Weight: 225 lb FI = 8o/o St,udural wood sheathing <lfeclty.aPpliod. Rigid csiling direclty applied or 5-8-10 oc bracing. Excepl: +il oc bracing: 1+15 1GGo oc bracing: '17-19 1 Row at mupt S20 MiTek recommends thal Stabiliz8rs and requhed cross b.acing be instalted during lruss ereclion, in accordance with Stabilizer Pfl I'J OREGON ?fl Gr82 2x4 DF No.2 2x4 DF No.z'Excepl' 83: 2x4 HF No.z, 86: 2x4 HF/SPF Stud/Std 2x4 HF/SPF Stud/Std 'Except' \,\2,\43,W4,V1r6: 2x4 H F No.2 2x4 HF/SPF Stud/Std BRACING. TOP CHORD BOT CHORD V\iEBS RENEWS: 1?131t'lS August 13,2018 -. -,[ mnrVtlC.VaritydesisnparemercrsEtrdREADNOfEsotlTHtsANOtNct:JDEDrr?t6KRATEREilCEFACEMI.IiT3BEFOREUSE. D6si9n valid lor use only wtlh MaTer co^nec1ore. This d6sign ir b6sed onty upon paramele6 shwn. and i9 lor .n individo.l buiuing component. Applicability oldesign paramenlerr and prop€r incorporalio of@hpomd is r.sponiibllity otbullding d€.i!ne.- hot lrut6 d.sign... Bracing 5h0wn b lo. laleral suppo.t ol lndividual wcb momb66 onty, Addilion.l iemporary bracing to losuta s(abalrty dunng construdion is lhe rGrponsibillity ol lhe 6r6ctor. Addilional pemancnt bracing ol lh6 over.l drudure is thc responribilrty of the buildang deslgn.r. For g€n6r8l guidancs regardihg- labricslon, quality @nlrcl. rltrage. delivcry, rection snd brasing, @nr!h ANSI,TPh Ou.llty Crh€dr, DSB{0 atrd BCSII Bulldlne ComPon.nt S.f6ty lntomrllon ,vailaDlc from Truss Plale tnslhd., 583 D'Onofio D.ivc. Madison. W 53719. A theTRUSSco.txc. .atv'-'' .r Homes ._-- i.._ ..- t1?414f40 , 415-0 42+pI 1r"14 7A iTruss l^u : iTrus i-"* Type SPECIAL?290 The Tru3s Co.. Eugere. OR 97,102 LOAD CASE(SI Stsndard 8 220 s M€v 29 2018 Mir€r lo:ph3NAzlsReM60cUNdxKtrTrrd4H-GkowDsdvNol A theTRUSSco. tttc. -l?-rv I i MiTsk connoclors-param?tcrs shwn. w 53719.Truss WARNING - Verity daign parenelets and READ NOIES OA/ IH'S AND INI:LUOED MIfTK REFFRF.NC€ PAGE MII.I473 BEFORE USE' lob I, ilor rzeo Truss The Truss Co.. Eugenc. OR 97,402 io".T":l 12"t14 a;;E;;;;U;i;;Fom;" t12111?41 I , 5-4-4r--*-enJ 1&3-0 249-0 s&0 +!13 3+.8 Aug 13 'l 3 38 07 2016 Paqe 1 I 1 RAZPhaR34LGU4yoFTk 12+Ol+D Sele = I 67.2 lo't r 5-rts S1J€ 8.oo |J' !x4 // 3ixo // -1J 29 5x5 :\ 2E .A&1.5x4'I 3r4 \\ 7 3.oo i 12 {a 1l 18 2x4 ll 6xB = 15 ,lx5 ll 5xB \ I 36{-0 3x5 : WP 12 3)d = 14 2't 30 3x4 = ,0 tt,,, 36=4rB= 13 3x52x.t ll 5x8 =3x5 L11i LQfl t-114 \se-= in (loc) 4.24 19.21 4.33 1+210.05 13 Udefl >999 >999 nla Ud 360 240 n/a DEFL. Vert(LL) Vert(CT) Hoz(CT) SPACING- 2-$0 Plare Grip DOL 1.15 Lumber DOL 1.15 Rep Slress lncr YES Code lRc2ols/TP12014 csl. TC BC WB Matrix-MSH 0.91 0.64 0.98 Plate offsets (x,YF LOAOIilG (psD TCLL 25.0 (Roof Snow=25.0)TCDL 8.0 BCLL O.O LUMBER. TOP CHORD 2x4 DF No.2 BoTCHORD 2x4 DF No.2'Except' 83: 2x4 HF No.2, 86: 2x{ HF/SPF Studistd WEBS 2x4 HF/SPF Slud/Std'Excepl' W2,\AE,W4,V\6: 2x4 HF No.2 OTHERS 2x4 HF/SPF Stud/Std t6:S.1-9,0-3.41, I7:G1-12,G1-81, I8:0-2-4,G2-61, ll2:tr24,G1€1, [14:S2-8,G2-81' [1s:c1 -8,G2{1, [16:G2-8,G2-1 2], Weight: 224 lb FT = 8'/o Struciural wood shaathing direclly applied. Rigid ceiling direclty applied or ffi-l4 oc bracing. Except: 4-ffioc bracing: l$'14 1S'O'0 oc bracing:'l &18 1 Row at midpt +19 rGcommends that Stabilizers and required cross bracing be installed during lruss erec{ion, in accordance with Stabilizer OREqON l116lt2 GRIP '185/14E RENEItS: 12131118 August 13,2018 PLATES MT20 BRACING. TOP CHORD BOT GHORD WEBS REACTIONS, All bearings 2-1 1€ except 0t=length) 1=0-5-8. (lb) - MaxHoz 1:265(LC 8) Max Upm All uplift 'l 0o lb or less at ioint($) except 1 :168(LC 10). I 3-141 (LC 1 1)' 1 z=-340(LC 7) MaxGrav All rcactions250 lborlessatjoint(s) except'1=1361(1C17), 13=13E7(LC 1), t3=13E7(LC 1), 12=10E8(LC 31) FORCES. (rb) TOP CHORD BOT CHORD WEBS Max. Comp./Max. Ten. - All torces 250 (lb) or less excepl when shown. 1-2:2o88t27O, 2-3:1 E8 l/291. $4:1660/294, 4'28-12801229, $28=-1 26U260, S29=-1 4951369, &29*1621, /345, G7 :1577 t224, 7-B-1 570/167' &9='E5/460' 910=-31711131 1-21:31Ul753,21-30:168/1358,3G31=-168i1358,2G31:168/1358, 1$20=-168/1358, f-16=490r22a,1$16:60/1256,'t4-15:3811121,1$14-1414/163,8'14='15111217' 1G12-1038832 2-21*338r$1, +21=-921557, *19-7 40t256, 91 9-136/597' 16'19*27 €28, $16=-24217A2,8-15=-137i1639, +1tt=-253/633, $12=475/208, 12'14-898/354. 7-15=-31U77 NOTES. 1) Wind: ASCE 7-10; Vuh=120mph ($second gust) Vasd:gsmph; TCOL=4.8psfl BCDL=4.2PSf; h=25n; Cal. ll; Exp B; Erclosed; MWFRS (onvelope) gable end zone: cantilever bn and righl exposed : end vertical lefi and right exposed; Lumbsr DOL='1.60 Plale grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 pst (flat roof snow); Category ll: ExP B; Parliallv Exp.; Ct=1.1 0 3) Unbalanced snow loads hava been considered for this design. ni This truss has been designed for greater of min roof live losd of 20.0 psf or 1.00 times flat roof load ol 25.0 psf on ovefiangs non-concunent with other live loads. 5) This lruss has bean dssigned for a 1O.O psf bottorn chord live load nonconcurenl wilh any other live loads. 6i . This truss has been deiigned for a live load ot zo.opsf on the bottom ciord in all areas where a rectangle 3-6'0 tall by 2-G0 wide will fn between the bottom chord and any other mefilbers. wilh BCDL = 7-0psf. 7) provide mecianical connection (by others) of truss to bearing plale capablo ofwilhstanding 168 lb uPlift at ioint l, 1 41 lb uplitl at c"tilislJd dfi'$ff8 F uplin at ioint 12- A theTRUSSco.tnc i I I ,j 6 5 ntqd- READ I./O IES OIl IH]S ANO 't{CT UD ED MTIEK RTFERENCE PAGE IilII.7d73 BEFORE USE. w 53719. Mrcl coMecl0r3. is Componcnt lJob I J10r1290 Truss ,A6 _ TheTrussco.. Eugene.OR97,10? LdAD CASE(SI Srandard P Btuce W€che( Custonr Hqnres (-op-tionau,. t124 1 8220sMay292018 MiTet lndush.s, lnc. VoaAug l3 13:3E.072018 P.ge2 I D.ph3NOzl sReM60C UNoXKtrTzTd4H-C6vieqe9uelQdRPoTzBPHz04 I RAZPhaR3llGU4vof Tk ' I Wl,nUXc - V.tity d.sig6 p^rlmetc.s .nd RFAD NOIES ON IHts ANb ]NC:.UOEO MIIEK REFERFNcE PA1E llrl]473 EEFORE uSE.ADeslga valid (or use only wilh MiTck connectotr. Tnis dssign is based onv upon pa.ametar$ !h*n, aod ii tor an iodividual building componont. ApPlacabilrty ot design parrmentcr3 aod prcpe.incolgoration of component ii re3ponlibility o{ building dcsigner- not trus! design.r- Bracing rhown rs lor laleEl suppod ol individual wcb memb€6 ooly. Addilional temporary bracing to lnsurc slabifity dudng construdlon is the .lrponsiblllily ol lh. etec10r. Addilional permanent bracing of the ovcrall s1(uctue 13 the rcEponsibility ot lhe bulldlng dcsigner. For genc€l guldanca rsqard)ng fabricalion, qualfty 6nt.ol. doragc, dclivery. ereclion and braciog. consult ANSlflPh Oulllty C.ilerir, DS8{9 ena Bcsll Bulldlng Componenl Satctylntomatlon availablclromTrussPlatetnslirdc 583D'OnotioOrive.M.dison.W53719.theTRUSSco. rNc. l'l"o - "' irniis -rui-s rype ROOF SPECIAL oty "Pi BMe Wech.rl Cuslom Homes MiTek r214 l'12111112 :J1 01 7290 t' The Ttusi co.. Euserc. OR 97402 lnc. Mon 1.5t4 ., S€le = l:85 4 ID 21-24 , 41+0 1?+0r 44.14 - T-s-6 3.oo ha 6-4-4 5-1 1-6 6 5-11€ 5x5 - 8 oo il, 3x4 //27 gx1 + 63xE lt 4 ?6 3x6 \'' 7 1.5x4 \\3x4 \ s 5x10 = 9 16 15 3x4 = 3x6 = t4 3x4 = vY61 ii t2 ir -d t9 29 3x4 = 1E ao ,,7 3x6=a*= 31 13 415 3x5 3x5 = &.2-'10 5-n-nq{-{)e-1 I -l! DEFL. Vert(LL) ved(Cr) Horz(CT) in (loc) 4.22 17-19 -0.33 15170.08 13 l/defl >999 >999 ^la Ud 360 240 nla SPACING. 2-GO Plate Gri, oOL I .15 Lumber DOL 1.15 Rop Stross lncr YES Code lRC201s/TP12014 cst. TC BC VlrB Malrix-MSH o.77 0.69 0.E4 LOAOING TCLL BCLL LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2WEBS 2x4 HF/SPF Slud/Std 'Excepl' W2,tAB,w4,W5,l /6: 2x4 HF No.2 (Psr) 25.0 8.0 0.0 PLATES MI2O GRIP '1851148 Snow=25.0)(Roof TCOL REACTIONS. (lb/oire) 1='141o/Mechanical, 13=1976lG5.B (min. G&4) Max Hoz 1-265(LC 8) Max Uplrn 1-177(LC 10), 13-281(LC l l) Max Grav 1=1429(LC 17), 13=1976(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less oxcepl when shown' TOP CHORD 1 -2-2207 Da6, 2-3-2000t282, 3-4-1824t?11, 4-26:1 398,239, *26='1381 t27 1' 5-27=-1?631285, d-27--13771257, il7*16951257 ,7'28-17731239, E'?8='1856/233, 8-9-1 631 /1 94. $1 0-38'l/1 440, 1 &1'l :332/1 1 28 BOTCHORo 't-19*327t192E,19-29--182t1537,29-3o=-18?t1s37,1E-30='18211537' 17'18=-182t1537 17-31:79/1369,1&31:79/1369, 1$16=-79/1369,14-15='114/1569,1$14-98/1401, 'l 1-13-1032/345WEBS 2-19-357/194, 419=-93/5112, 4-17-739t258, $17:19E/1 1 18, 6't 7:603/236, Gl5=-441373. S-14:691206, 9-14-1141550, 9-i3-2590/333, l&13=-541l139 NOTES- 1) Wnd: ASCE 7-10; Vult=120mph ($second gust) Vasd=gsmph; TCOL=4.8psf: BCDL=4.2Psfl h=25fl1 Cat. ll; ExP B;Enclosed; MWFRS (envelope) gable end zonei cantilever bn and right exposed ; end vertical letl and rlght exposed; Lumber DOL=1.60 plate gdp OOL=I.60 2) TCLL: ASCE 7-10; Pt=25.0 psf (llat rool snow); Category ll; Exp B; Partially Exp.; g1=1 .'19 3) Unbalanced snow loads have been considered for this design. 4) This truss has beBn designEd for grealer of min roof live load of 20.0 psf or 1.00 limes flat .oof load ot 25.0 psf on overhangs non<oncunent with other live loads. 5) This lruss has been designed ,or a 10.0 psf botlom chord livo load nonconcunent with any other live loads. 6) ' This truss has been designed for a tive load of 20.0psf on the bottom chord in all aroas \ tere a reclangle 3-6{ tall by 2-G0 wide will r,t between the bottom chord 8nd any other members, with BcoL = 7.0psf. 7) Refer to girde(s) Ior truss to truss connections. 8) Provide mocianical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift al joint 1 and 281 lb uplift at joint 13. Weight: 206 lb Ff = goh Struclural wood shealhinE direclty applied or 2-2-0 oc purlins. Rlgid ceiling direetly applied or 'lGGo oc bracing, Except: $1H oc bracing: 1 1-13. 'l Row al midpl 4-17,617 MiTek recommends lhat Slabilizers and required aoss bracing be installed during lruss ereclion, in accordance with Stabilizer lnstallation ouide. Pfl 6 I 1,, OREGON ?h6n? BRACING. TOP CHORD BOT CIIORD VVEBS RENEVUS: 1231118 August 13,2O18 A theTRUSSco. trlc. LOAD CASE(S) Slandard 5 rad READ I,/OIES ON fHtS AND lNCt uoED MITEK REFERENCE FACE Mlt-7173 aFFoRE UsE. and is tor an WARNING . This Madison. nol truss Iou J1017290 lrr-T" .Rool Specirl 12-310 Cu3lom Homes i rzar I ___) The Truss Co..Eu9.ne. OR 97,102 -'l+0 13.38 09 2018 12lg 1121t Sc€le = 1:86.1 r Job fGlelencelep.llslall- MiIek lnc. 644 5-1 16 $r1-6 2+2-6 1116 t&3.o , rloJ &4-1 ,p 3x5 = gx6 /z 5 28 3x4 \ 3-2-1 I 29 3x4 \\ 9 1&8 4414 s.oo hz 5x5 - 6 5-1 t6 3:<6 \ a.oo jl 3x4 lz 27 F,{ S 1.5x4 \\ 5x10 :- 10 1.5x4 // w# F{d i.A420 30 3x4 = t9 3l tg 36=3rB= 32 17 t6 tx4 = 3x6 = 15 3x4 = 14 4x5 =3x5 u B-1 1-O Lrf,tln cst,TC 0.75Bc 0.69wB 0.84 Matrix-MSH DEFL. Vert(LL) VertioT) Hoz(CT) in (loc) -0.22 18-20 {.33 1&18o.o7 14 Ydefl >999 >999 n/a Ud 360 210 Dla SPAC|NG- 2-O-0 Plate Grip DOL 1 .'15LumberDOL |.15 Rep Slress lncr YES Cod€ lRC2015/TP12014 LOADING (ps0 TCLL 2s.0 (Root Snow=2s.0)TCDL 8,0 BCLL O.O LUMBER. TOP CHORD BOT CHORO WEBS PLATES MT20 GRIP 't85i 14E 2x4 DF No.2 2x4 OF No.2 2x4 HF/SPF StudiStd 'Except' \/v2,W3,W4,w5,\ /6: 2x4 HF No.z BRACING. TOP CHORD BOT CHORD VlEBS Weighti 207 lb FT = 8% Struduralwood sheathinE direclly applied or 2-2-0 oc purlhs. Rigid ceiling dirBclly appli€d or 1GGo oc bracinq, Except: StG,o oc bracing: 12-14. 1 Row al midpt S18, 7-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance wnh Stabilizer lnstallation ouida. REACTIONS. (lysize) 2=14771G98 (min. G2-7), 14=1975/G5-8 (min. G3-4) Max Horz 2:270(LC 8) Max Uplin 2:196(LC 10), 14--28i(LC 11) Mar Grav 2=1496(LC 17), 14=1975{LC 1) FORCES, (lb) - Max. Comp.iMax. T€n- - All forces 250 (lb) or less except when 3hown. TOP CHORD 2-3:22221283,?4:1994t279,4-5:1818i306, *27:13971?39,6?7=-13791211. e28=-1282t285,7-28-13761256,7€:1694/257. 8-29-1772239,9'29--1A55t232, 9-1 0=-l 63 t /1 93, 1 0-1 I =38 I /1 448, I 1 -1 2=-3321 1 1 34 BOT CHORD 2-20:32411921,2G30=-1 80/1 535, 30-31 =-1 E0/1 535, 1 9-31:1 60/1 535, 1 8-19='1 80/1 535, 18-32-79/1368,17-32-7911368,1E17=-7911368,1$16=-114l1588,14'r5-98/1401, 12-14-rc3atu45WEBS $20=-353/192, $20=-901536, *18-7361257,6-'18:198/'1 117, 7-'18:610/236, 7-1 6=*43/373. 9-l 5-59i1/206, 10-1 5=-1 I 4/5s3, 1 G 14=-2588/333, 11]14-544139 NOTES. 'l) Wnd: ASCE 7-10; Vult=12omph (S.second gust) Vasd=gsmph; TCOL=4.8psf; BCDL=4.2psf; h=25n; Cat. ll; Exp 8; Enclosed; MWFRS (envelope) gable end zone; canlilever lefi and right exposed : end vertical lefi and right exposed; Lumber oOL=1.60 Plate grip DOL=1.60 2) TCLL: ASCE 7-'10: Ff=25.0 psf (ftat roof snow); Category ll; Exp B: Partially Exp.: Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for grealer of min rool live load of 20.0 pst or 1.00 times flat roof load of 25-0 psf on ovethangs nonroncunent with olhor live loads. 5) This truss has been designed for a 10,0 psf h,ottom chord liva load nonconcunent wi(h any other live loads. 6) ' This tru3s has been designed for a live load of 20.0pst on the bottorn chord in all areas where a rectangle &6-0 tall by 2-0-0 wide will ft belween the botlom chord and any olher memberc. wilh BCDL = 7.0pst. 7) Provide mechanicel connec,tion (by others) of lruss lo bearing plste capable of withstanding 196 lb uplift at joint 2 and 2E1 lb upliff at joint 14. LOAD CASE(S) Standard RENEWS: 1A31118 August 13,2018 7,1 6182 /fl, W,nAuriC.VeitydsignparzmetetsandrrfAr NorESOttIHtsANOINCLUOFOM|TFKREFERENCFFAiEiilt-T4fXAeFoREUsE. Ocsign valid lor usc onty whh MiTekconn.dors. Thi3 dcsign is bascd qnly upon parad€lcr3 shown, and is lor an indNidual building cffiponent. Appri€bility ol dcsign paEmontets and propq incoooralion of@mponcnt is responiibility of building designcr- ml lruEs designer. Bmcino Shown is lor,aicral aupport of indlvidual web mefibcrs onty. Addiliooal lemporary bracing to insurc 5tability during @nstruclion k thc rcspmsibilrty ot tha erectol Addilional p€manenl br.ciog ol th? overall ,ruclue is lhe responsibility o( thc building designcr. For g€neral guidEn* rcgardlng fabricalion, quality onirol 9oragc. delivery. erec(on and braclng, consull ANSlmli Qu.llty Crile rla, OSB-t9 ud BGSII 8ulldltro GonPon.nl Sahty lnlomatlon availsble trom Truss Plale lnslitde, 583 O'Onofriq Dnvc, Madison. Wl 53719. A theTRUSSco.nrc. 4 3 for - lrrorzzso I iriiss I l,qs I TYPe otv lot rrlBtuc6 Befeiqrlag lootionall The Tdss Co.. Eugene OR 97,102 E.22OsMay29zolsMrleklndJllies lnc MonAug 13 1338 l-0-2018 Page I tD ph3NszlsReM6oCUNdXKrrTzTd4H-dhbpGshlBYg?UuSNo5k6vbeinfEZcSEf2Zw4PYoFT|. -1.&0tord --G4<l2-310 1&3-0 24-2$3*1"12 3644--t;{J_il-4 5-1 16 tl1€ 23 ar14 24 3x6 = 3x8 = 1.5x1 0 +'fi-6 SGle = 1:82-3 8.oo llt 5xs 6 3x4', 3x6 /t 15 22 3x4 = 8x8 \ 4x6 \\ 76 1.5x4 \\ 3 1.5x4 // 9 6 ,ql '14 13 25 11 3x4 =3x5 3$ SPACING- 2-GO Plale Grip DOL 1.15 Lumber DOL 1.15 Rep Stess lncr YES Code lRC20'1s/TP12014 cst. TC BC WB MAtTiX.MSH o.43 o.56 o.54 OEFL. Vert(LL) Vert(CT) Hoz(CT) in (loc) 4.22 1+15 4.30 1+150.02 10 Udefl >999 >851 nla Ud 360 ?40 nla LOADING (psf) TCLL 25.0 BCLL LUMBER. TOP CHORD BOT CHORD WEBS PLATES MT2O GRIP 1 85/148 Snow=25.0)(Roof TCDL 8.0 0.0 2x4 OF No.2 2x4 OF No.2 2x4 HF No.2'Except' \AE,W1: 2x4 HF/SPF Studistd BRACING- TOP CHORD BOT CHORD V'/EBS Weight: 189 lb FT = E% Struclurslwood sheathing direcify applaed or 5F2-0 oc purlins. Rigid c€iling direclly applied or 1ss0 oc bracing, Except: 6-0{ oc bracing: 12-14. 'I Row at midpt G14,r11,7-12 MiTek recommends lhat Stabiliz6rs and required cross bracing be installed during lruss ereclion, in accordanc€ with Stabilizer lnslallalion quide. REAGTIONS, (b/size) 2=9171si$i8 (min. t!1.8), 12=1458/0-$8 {min. G24), 10=6'12lMecilanical Max Hoz 2=266(LC 5) Max Upln 2-120(LC 8), 12=185(LC 8), 10:83(LC 9) FORCES, (lb) . Max. Comp,lMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORO 2-3-'11761146, $4:969/169,4-5-7771172, F6=-348/166, o^7-3501149, 7-8:366/143, 8-9--545t111, 9-10:75211 19 BOTCHORD 2-15=21411O65,15-22--9A66A,22-23-921668,14-23-92/668,13-14:366/19E, 1 2-,l3:3661198, 1Gl 1:16/s73WEBS 7-14:120/965, 7-1 1=-96i/499, 9-1 1:356/188, 5-'14:6841256, 5-15=-E9/563, 3-1 5=-358/193, 7 - 12-1 5121212 NOTES- 1) Wnd: ASCE 7-10; Vutt=12omph ($second gust) Vasd=95mphl TCDL'4.8psr; 6gp1-=4.2psf; h=25f,; Cal. ll: ExP B: Enclosed: MWFRS (envelope) gable end zone; c€nulever len and right erposed : end vertical lett and right exposedi Lumber DOL='1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-1 0: Pf=25.0 psf (llat roof snow); Category ll; Exp B; Parlially Exp.: Ct= 1.10 3) This truss has been designed for greater of min roof live load of I 6,0 psf or 1.oo lhTes flat roof load of 25.0 psl on overhangs non-conc{nent with other live loads- 4) This truss has been designed lor a '10.0 psf bottom chord live load noncDncunenl with any other livo loads- 5) ' This truss has been desigfled for a live load of 20.opsf on th6 botlom chord in all areas where a tec'tangle $H tall by 2-O0 wide will f( between the bottom chord and any olher rnembers, w(h BCOL = 7.0psf. 6) Refer to girde(slfor truss to truss crnnections. 7) Provide m€chanical connection (by others) ol truss to bearing plate capable otlvithstanding 120 lb uplitl at,ioinl 2, 185 lb uplilt at joint '12 and 83 lb uplift al joint 10. LOAD CASE(S) Standard RENEY{S: 12131t18 August 13,2018 I mnrul,^Jc.v"r;(f dxiglDereilete.senrrREIDNDIEsol.Jttl,S ANOTNCLUOEDMIIE]<REFERENC€PAGEMtl.TillaEFoREusF. Design vslid for !$ ooly wilh MiTek connedor3. Thl3 design ls basod onty upon peramaers shon. and it tor an indtsdu.l building comptrcnl. Applic.bilrty o, design paramentert and prepe( in@.poralion ol @hpon6nt is rerponsibility of building designcr- nol ltuss dlgigncr. Bncing lhosn asro,hterrlsupportofindivirualwcb6cmbc6@ty. Addni@ll!trpqsrybrechgtoi$swcstabllityduriogconstruclionigth.r.sponsb{lrly0lthe 6r.ctor, Addilbnal perm.nent braciog of the orreil tl^rclure is th. r6sponsibility of the buib,ng dclEncr. Fol q4mral 9uid.n6 reglldilg .. _ fabricrlion, qurlily aontrol, sloragc, d;livery. erection a.d bracing. cor6ull ANSfiPli Ourltty Crll.da, DsB-ag .nd BCSh Bulldlng Gompo.lna Saletylnfomrtloo ayailablclrmTru65Plalelnrlnda,SESDonofrioDrive.Uadison.Wl53Tl9. OBEQON 1t',t6182 A theTRUSSco,ltlc. 2 51 ts .,( ,Job iTRrss I iAl0,l Eugen€. OR 97402 truss Type ROOF SPECIAL F-ty tPtY . 8rue W.ch€ilcuslom Homs I 124! 4715 I 101 7290 Th. Truss co- i Job Relerenc€ 29 2016 -t-GO 2-t l-i3 i+O 13-ra r -.- - toit.i . J-.- 2a-'4 id 2-ir-i3 ' 5.0-3 ' s.5.8 ' ,t-g.t 5-11'6 t! 1.6 6-a-1 S€le = l:85.7 3x4 + 8.00 12 '1.5x4 ll 3x6 /z b t5 14 13 3t,l '-\ 3x6 \\8g F 4I 4 1.1\4 // l0 4x5 // tsj{"'l H 6x8 =21 'xa " 6 l3Jiz r r 't9 4x4 = 27 \2 3x4 =tz t6 tx6 - 1.5x4 ll 3x5 4x8 3xB = MT18HS H 1.5x4 il 2-il BO54-8 DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) -0.22 1$16 4.36 12-26o.20 11 Udefl >999 >503 nla Ud 360 240 nla sPAclNG- 2-G0 Plato Grip DoL 1.'15 Lumber DOL 1.15 Rep Slress lncr YES Code lRC2015/TP12014 csr.TC 0.46BC 0.83wB 0.E9 Mafix-MSH LOAOING (psf) TCLL 25.O (Roof Snow=25.0)TCOL 8.0 BCLL 0.0 ' LUMBER. TOP CHORD BOT CHORD PLATES MT2O MT18HS GRIP 185/148 2201195 VVEBS WEBS OTHERS REACTIONS. (lb/size) 11=1296/Mechanical,2=1460/0-$8 (min. c'24). l3=2651G5-6 (min.0-1-8) Mar Horz 2=267(LC7l tular Uplifi 11-184(LC 9),2:178(tC 8), 13:6(LC 8) MaxGrav 11=1296(LC 1),2=1460(LC 1). 13=363(LC 16) FORCES. (lb) - Max. Comp./Max. Ton. - All lorces 250 (lb) or less except when shown. TOP CHORO 2-3--4836r/38, H--22823a5,+5='17281255,5-6-1591/270' *7-'17121411' 7 4: 1 209127 4, 8-9:1 5?7 1324, $1 0=-1 748/32 1. I 0-1 1 -1 s56/300 BOT CHORO 1*15:7zj234, l3'14-7A1234, lT27-7211231,12-27='72t1234' 11-12--167t1575' I 9-20-639/3308, 18-19=-301/1 865, 2-20=-78911239 VVEBS rl-19-9/382,4-18-665/198, 8'12-961442, &18=-345/206, 1*1A='221888. 1 Sl 2:365/193. }20:267 t1709. 3-1 9-1480/345, 7'18-32411131, 8-1 5=-610/260 Weight: 207 lb FT = 8% Slructutalwood sheathing direclly aPplied or 2-s14 oc purlins. Rigid ceiling directly applied or lGGo oc bracing, ExcePt: 7-1$10 oc bracing: 19-20. 1 Row at midpt s,16, 8-15 iTek recommends that Stabilizers and required cross bracing be hstalled during truss oreciion, in accordance with Stabilizer 2x4 DF No.2 2x4 DF No.2'Excepl' Bz:2x4oF No.1&Bf 2xil HF No.2'Except' W3.w4,vti6,Wl 1,VV2: 2x4 HF/SPF Stud/Std 2r4 HF/SPF Stud/Std BRACING. TOP CHORD BOT CHORO NOTES. l) Wind: ASCE 7-1Ot Vult=1zomph (lsecond gust) Vasd=gsmph; TCDL=4.8psf; BCOL=4.2PSf: h=25n: Cal. l[; Exp B; Enclo6ed: MVIFRS (envelope) gable end zone; cantilover left and right exposed ; end verticsl letl and right exPosed: Lumber DOL=1.60 plat€ grip DOL=1.60 2) TCLL: ASCE 7-l Oi Pf=25.0 psf (flat roof snow): Category ll; Exp 8; Partially ExP.; Ct='l.10 3i This truss has been designed for greatsr 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 are MT20 plates unless otheMise indicated. 5) Thia truss has bean designsd for a 1O.O psf bottom chord live load nonconcunent with any other live loads, 6) , This lrust has been deiigned for I livs load of 2o.Opst on the bottom chord in all areas wher6 a rectangle !6-0 tall by 2'S0 wide will fn betwe.n lhe bottom chord and any olher members, with BCOL = 7.0psf. 7) Refea to girde(s)for trirss to truss mnnections. 8) P,ovide mechanical connec-tion (by others) of truss to bearing plale capable of withstanding 1 84 lb uplift at joint 1 1 , 1 78 lb upln at joint 2 and 6 lb upln at joinl 1 3. LOAD CASE(S) Standard RENEWS:1231,18 August 13,2018 OREgON il1G/.8? [. WeerUrrO. V.nty dsigb paran,ete.s aod READ Nors oN fHlS AND INCLUOED MtfEK REFERENCE PAGE Mt-?47 j BEFoRE UsE. Delign v.lid tor uso ont w(h MiTrk @nhectors. This design i3 based only upoo param€lorr shiln, end is ror an individ!al buildlng comPonen!. Appl[.bilaty old.sigo p...m€^t.rg and prcpd incorporatioo of cmpoaer{ i9 relpffribrlily of buildkB dcdgffi - not lds! dcalgner. B.achg 3horn is lor lateai suoport ol individual web membe.s onv. Addhional tampora(y bracang to iniuro 5trbility duing construction is thc rcspmsibillity ol lh. e,Gclo.. Additioi\al pmrnonl bEciog ol lhe overall ltruclurc is lhe respsribiliy ot lhe building d€signcr. Fol ocneral guidtnce rcga.ding . -fabncation. qualily ;nlrel. dor.go. daivery crecton .nd bracing, contull ANSUTPII Ou.lity Crtterla, DSB.8! rnd BCSI I Bslldltrg CompoEnl S.fety Infom.tlon availabl. fom Truss Pletc lnstilutc, 583 O'Onolrio Drive. Madiron, W 53719. A theTRUSSco.ruc. 7 3 2 lLoo' J.1 0 1 7290 Jh6 Ttu!r co. iTruss le, tne I Eug€n. OR 97492 -, -0-0 Truss fype -0ty t" It_ Bruce Wech.d Custom Homes .COMMON SUPPORTEO GAA rl I Job Refelenoe (optiqnal). - - 6 220 ! May ?9 2016 urlel lnduslnes. lrc Mon Au9J3 l3 37 58 2018 Pagc 1 tD:ph3NSzlsReM6ocuNtXKtrT;7d4H-zNtHlmxw0tgi22o35a\MQ3ElapGpopa6?AIfcyoFTt 1L!0 Scale = 1.80.1 i-o.d . .,. rE-3.0 _. _.'t&10 5x5 /z 8.oo fi, 5x5 15 t614 13 t7 18 19 10 5x5 \ 21 F 4 246 25 J 2 E3x5= 54 s3 s2 5l go 49 40 47 46 4s 44 43 42 41 $ ge :z 36 3s 34 33 32 31 30 293xs= 40 316 = 364-0 sPACti'tG- 2-G0 Plate Grip DOL 1,15 LumberOOL 1.15 Rep Stress lncl YES Codo lRC2015/TP12014 DEFL. Vert(LL) Vert(CT) Horz (CT) in 0.00 0.o0 0.01 (loc) lidofl Ud1 n/r 1201nfi90 28 rva n/a Matrix-SH cst. IC BC v\a 0.06 0.04 0.14 LOADING (ps0 rcLL 25.0 (Roof Snow=zs.0)TCDL A.OBCLL O.O LUMBER. TOP CHORD BOT CHORD OTHERS FORCES. (b) TOP CHORD PLATES MT20 GRIP 1E5/'148 2x4 DF No.2 2x4 DF No,2 2x4 HF/SPF Studlstd 'Except' sT1 3,STl 2,ST1 1,ST1 0,ST9,ST8,ST14, ST1 5,STl C,ST r 7,ST18: 2x4 HF No.2 Max, Comp./Max. Ten. - All forces 250 (lb) or less excepl when shown. 2-3*270t2o5 BRACING- TOP CHORD BOT CHORD VlEBS WeighL 299 lb Fr = Boh Struduralwood shealhing directly applied or &G0 oc putlins, Rigid c.iling direc,lly applied o|l0-G0 oc bracing. l Rowatmidpt 1s41443,1344, 1245,11-46, 1&41 '17-39, 18-38, 1937 MiTek remmmends that Stabllizers and required cross bracing be installed during lruss ereclion, in accordance with Slabilizet REAGTTONS, Ail b€arings 36-&0. (lb) - Max Hoz 2=266(LC 5) Max Uplm All uplin I 00 lb of less at joint(s, 2, 42, 43, 44, 45, 46, 47, 48. 49, 50, 51, 52, 53, 54,41, 39, 38, 37, 36. 35, 34, 33, 32, 3l , 30, 29, 28 Max Grav All reactions 250 lb or les3 at join(s) 2, 42, 43,,t4, i15, 46, 47, 4E, 49, 50, s1, 52, s3, 54, 41, 39, 38, 37, 36, 35, 34, 33, 32,31,30, 29, 28 NOTES. 1) Wnd: ASCE 7-10; Vuh=l20mph (}second gust) Vasd=gsmph; TCOL= .8psf; BCDL=4.2psf; h=25ft; Cel. ll: Exp B; Enclosed; MVVFRS (envalope) gable end zonel c€nlilever bn and righl exposed ; end vertical lefi and right exposed; Lumber DOL='1.60 plate grip DOL=i.60 2) Truss designed for wind loads in lhe plane of the truss only. For studs exposed to wind (normal lo the face), see Standard lndustry Gable End Details es applicable, or consun qualili€d building designer as per ANSI/TPI 1, 3) TCLL: ASCE 7-10: Pf=25.0 psf (llat roof snow); Category ll; Exp Bt Padially Exp.i Cl=1 .10 4) This truss has been designed for greater of min roof live load of 1 6.0 pst oil1.00 times flat roof load of 25.0 psf on overhangs non-concurent wilh other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requircs continuous botlom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This lruss has been designed for a 10.0 psl botlom chord live load nonconcunent with any other live loads. 9) ' This truss has been designed for a livc load of 20.0psf on the botlom chord in all areas where a rectangl€ $GO tatt by 2-0-O wide will frt between lhe bottom chord and any other mambers. 10) Provide mechanicsl connection (by others) of lruss to bearing plate capable of withstanding 100 lb uplin at joint(sl 2,42, 43, 44, 45. 46, 47, 48, 49, 50, 51, 52, 53, s4, 41, 39. 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28. LOAO CASE(SI Standard WARNING . VEIiIY d$igD Fani,elerc and RE,{D }IOTES Ot/ THIS A ND INCLIJOEO MfiEX REFERENCE PAGE Mil.7173 SEFORE USE. ,agarding BCSIt Bulldlng Compon.nl RENEI'I/S: 12131118 August 13,2018 OREGON 7lt 6,82 A theTRUSSco.nrc. A .nd 11 9 I 4 is This Dnve Madison. and is lor nol truss dGsigner. l,oo iTruss lTffis Type -- - l.ouno" .rrro*rro o^, 106-0 1o.oo fi, 2r+0 22-0-0 1o+0 I-GO 8ruc6 W€ch€d C!slom Homes 14 iJr01 7290 i. E IGE The Ttuss Co.. Eugene. OR 97402 .0-0 2x4 ll z 4\4 S€le = l:60 4 o 10 11 12 29 28 27 26 25 4x6 WB = 8 't3 7 6 4 3 3t 36 35 34 33 32 31 30 15 15 17 24 23 22 21 2A 2x4 | 18 al:l 19 lo It I 2l-o{ _ SPACING. z.GO Plate Grip DOL 1.15 Lumber DOL 1.15 Rop Strass lncr YES Code lRC201slTPl2014 Matrix-R cst, TC BC WB 0.20 0.07 0.10 DEFL, ved(LL) Vert(CT) Hoz(CT) in 0.00 o.o0 0.00 (loc) Ydefl Ud18 n/r 120 18 ^h 9020 n/a nla LoADING (psoTCLL 25.0 (Roof Snow=25.0) TCOL 8.0 BCLL O.O ECDL 7.0 PLAIES MT2O GRIP 1 85/1 48 LUiIEER- TOF CHORO 80T CHORO wEES OTHERS REACTIONS. AI boarings Zt-0-0. {lb)- Max Hoa 37=-226(LC 6) Max Uplifi All upliil 10o lb or less at,ioin(s) 30, 31, 32, 33. 34, 35. 28, 26, ?5, 24, 23, 22 excefi 37: 148(LC 4), 2o:105(LC 5), 36:1 65(LC 8), 21 =-1 50(LC 9) Max Grav All readions 250 lb or less at joint(s) 37, 20, 29, 30, 3'1, 32, 33, 34, 35, 36, 28, ?6, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp.iMax. Ten. - All forces 250 {lb) or less except when shown. NOTES. 1) Wind: ASCE 7-10; Vult=l20mph (gsecond gust) Vasd=gsmph: TCDL=4.8psf; BCDL--4.2psf; h=25fi; Cat. ll; Exp B; Enclosed; MWFRS (onvelope) geble end zone; csntilever lall and right exposod : end vertical lotl and righl exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed tor wind loads in the plane of the truss only. For studs exposed lo wind (normal to the face), see Standard lndustry Gable End Dotails as applicable, or consull qualned building designer as per ANSI/TPI 1. 3) ICLL: ASCE 7-10; et=25.9 ,.1 lrlal roof snowli Calegory ll; Exp B; Parlially Exp.; Ct=l .1 0 4) This truss has beeo designed for grealer of min loof live load ot 1 6,0 psl or 1,00 limes flat roof load of 25.0 psf on overhangs non-@ncurrent with olher live loads. 5) All plGtes are 1.5x4 MT20 unless otherwise indicated, 6) Gable requires conlrnuous bottom chord bearing. 7l Truss to be fulv sheathed lrom one face or securely braced against lateral movement (i.e. diagonal w€b). E) Gable studs spaced al I 4-0 oc. 9) This tn/ss has been designed for a 10.0 psf bonom cfiord live load nonconcurenl wilh eny olher live loads. 10) ' This truss has been designed lor a live load of 20.0pst on the bonom chord in all areas where a r€clangle }ffi tall by 2+0 wide willfi between the bottom cfiord and any olher members. 1 1) Provide mechanierl connection (by others) of truss to bearing plato capable of withstanding 100 lb uplift at join(3) 30, 31 , 32, 33, 34, 35, 28, 26, 25,24,23,22 except O=lb) 37=148,20=105,36=1 55, 21 =i50. LOAD CASE(SI Slandard I WLattWA . V"ri{y desigb patrne,ers aad READ NOIES ON fHlS AND INCLUDED MtfEK REFERENC€ PAGE il11.7473 BEFoRE IJSE. Oesign valid tor us6 onlyryilh MiTok 6nsdor5. This dasign is baied onU upon paramel.rr shown, snd is {or rn individual buildlng compone.l. Applkatilatyol derign paramenl6rs and pop.r in@Dorliion ol componcn! i. rcrpon5ibiliy ol buildang d.rigNr. not truEs dcalgnet. Braclng lhM is for lat6ral suppo.l ol indiMdoal web memb6.s onv. Addilonel t.mporery bracing to in5ur6 stlbility duirg @n6lruction is the rasporuiblllity ol the e.eclor. Addilionalpermencnlb.acanqofth.overallrlllct!16irlhe.e6ponsibilityofthebuildingdosigner.ForgcnE.alguidencclcgardlng fabncation, qualily 6ht,ol. slorage, dolN€ry. ere.l6n and b(acing. consull ANSffPll Ourllty Crtr.dr, OSBa9 and ECSll Eulldlng conponent sattylorom.llon rvallablofromTtussPl.t6 lndnd6.563DonotioD.ive,Madiion.W537'lg. Weighl: 160 lb FT = 8% Struduralwood shealhing directly appliod or &G0 oc purlins, excepl end vorticals. Rigid ceilhg direclly applied or Hlo oc bracing. 1 Rowatmidpt 1S29,9-30, 11-28 MiTek recotrrnends that Slabilizers and required cross be inslalled duriog trus6 erection, in sccordance with Slabilizer OREqON il18t82 2x4 OF No.2 2x4 OF No.2 2x,{ HF/SPF Stud/Sld 2x:t HF/SPF Stud/Std 'Ercept' ST8.ST7,ST9: 2x4 HF N0.2. SB1: 2x,[ DF No.2 BPACING. TOP CHORO BOT CHORD VVEBS Pfl RENEWS: 12131118 August'13,2018 A theTRUSSco. nrc. LiJl l)A.N1-1) LO- Job - "Trus; ls2 ___. _t__ _ _.. - iot l3Jr0r7290 r-n" f-t.Zt llruss lype I lCommon._t...L-. Eugene, OR 97102 t9-10 +&6 l-Go' 4x4 \\ 6 3x10 ll 4x4 4 S€le = 1:61.2 1 o.oo F 1.5x4 { 3 1.5x4 // 5 q q 4x4'i' 3x1o ll f 11 20 3x4 -- 10 2r9 3xG = 3x4 = Rql t 7-1-j 11241,17.6 OEFL, Verl(LL) verr(cT) Hotz(CT) in (loc) -0.13 9-11 .0.17 9-11 0.04 7 Udefl >999 >999 n/a Ud 360 240 nla SPACING. 2-GO Plste Grip DOL '1.15 Lurflber DOL 1.15 Rep Strass lncr YES Code lRC201s/TP12014 Malrix-MSH cst. TC BC vl/B 0.43 0.40 o.z7 LOADING (psf) TCLL 25.0 BCLL LU;iBER- TOP CHORD BOT CHORD WEBS PLATES MTzO GRIP 185t148(Roof TCDL Snow=25.0) 8.0 0.0 SLIDER REACTIONS.(lb/size) 1=838iG5-8 (min. &1-8).7=908/&5{ (rnin. G1-8) Max Hoz 1-196(LC a) Max Uptrn 1:90(LC 8), 7:108(LC 9) FORCES. (lb). Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown. TOP CHORD 2-3:979/138, 3-4:881i21 1 , {-5=-8781210,3-6-976/138 BOT CHORD 1-11--1471789,1 1 -20=0i529, 1O-2o=ot529, 1c21=Ot523,9-21'01529.7'9-46/690 WEBS 9'11:236t211,4-9=-'138/399,5-9-25212'11,tr11-139t4os NOTES. t) \Mnd: ASCE 7-10; Vult='lzomph (3-second gusl) Vasd=gsmph; TCOL=4.6psf: BCDL=4.2psf; h=25fl: CaL ll; Exp B; Enclosed; MWFRS (envelopo) gable end zone; cantilever lefr and right exposed ; end v€rtical left and right oxposed: Lumber DOL=I.60 plale grip DOL=1.60 2) TCLL: ASCE 7-1 0: Pf=25.0 psf (flat roof snow): Cstegory ll; Exp 8: Parllally ExP.i Ct=l .10 3) This truss has b6on designed for greater ol min root live load of 1 6.0 psf or 1.00 limes llst roof load of 25.0 psf on overhangs nontoncurrenl wilh other live loads. 4) This truss has been designed lor a '10.0 psf botlom chord liv6 load nonconcurrenl wilh any other live loads. 5) - This truss has been designed for a live load of 20.0psl on lho botlom chord in all areas where a rectangle 3.6-0 tall by 2-$0 widB will lit botween lho bottom chord and any othlr members. with BCDL = 7.0psf. 6) Provide mechsnical connec,lion (by others) of lruss to bearing plate cepable of withstanding I 00 lb uplift at joint(s) 1 except O=lb) 7= 1 08. LOAD CASE(S) Slandard WeiEht: 110 lb FT = goh struclural wood sheathing diredly spplied or $7-10 oc purlins. Rigid ceiling direclly applied or 1GG0 oc bracing. MiTek recommends thal Stabilizers snd required cross brscing bs installed during truss ereclion, in accordance with Stabilizer Pfl OBEGON 7t16t82 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std 'Excopl' 1 8,W2: 2x4 HF No.2 Lefi 2x6 OF No.2 2{-0. Righl 2xo oF No.2 2-0-0 BRACING. TOP CHORD BOT CHORD RENEWS: 1A31,18 August 13,2018 I mnnrrlc - ver; ty dsign pa.an,ete.s an./ RFID Notts oN r HB aND |NILUDEa MtrER REFEREN1E paGF Mrt.7t73 RFFoeE L)sE Oe3igo vefid ro. us€ ont vilh MiTek @mcdgri. Thb derigd i3 bas€d onv upon p.remBl.r! sh@n, and i3 for an individcl building comporeht. AFplicability o, d.sign p.nment.6 and properincopqalion o, @mpomnl i9 l€iponsibility olbuildingdc,gner- nol lruss dcsigner. gracing lhown s lor lalerel support of indiyidual w.b members o(ty. Addilion!l tsmporary b..cing to insur€ stability dudng construdion i9 lhc rc!ponsibillity ol th. ereclor. Addition.lpermanenlbGchgolthcovc(allslruc{ur.iEtherd6ponsibilityofthsb!ildingdrrignsrForge.cralgurdaoeregnding tabdcation, quality @nlrol, slor.ge, d;liwry creclion and bracing, cnsolt AilSUlPll Ouality Critcri., DSB.89 rnd ECSll Bulldlng ComPonrnt Sar.tylnfom.tlon availabbtomTrussPlat€lnstilde,583D'OnotioDriv.,Madison,Wl537l9. A theTRUSSco. rxc. ,pt,Homs 1 r017290 iiruss I I B3GR L lrrusJivoe- " --- lco-ron cra", I eruce !t eciierl Cuii;m Homet Job ReGrcnec ladlanal) jot I rl tll|2414749iilv I The Truss Co.. Eugene. oR 97402 E.220sMry292018MiIe\lnduslnes.lnc. MonAug 13 13 3E:132018 oaoo t lO:ph3trOzlsReM6oC trNdXKtrTzTd4H- lGHyuuiwuT2ZLMtyUElpXEGEmsBtpPmJROoahkyoFTe :.. _....nL___ 5.1-4 4x4 - 4 2O t,t rO 2526 tlJ ,1-12 S€le = 1:62.8 4x4 // 5x'10 ll JU524 10.00 llt 3xB /t 22P JUS24 4x6 il JUS24 3r5 \\ 5 c d, 2 JUS24 4"0 =4s = JUS24 JUS24 JUS24 4x4 \. 6 27 28 JUS24JUS24 5x10 l1 ,t-12 Ie?ddJ 21 I 4x6 ll Jt s24 5-4-12 SPACING. 2-&0 Plate Grip OOL 1.15 Lumb€r DOL 1.15 Rep Stress lncr NO Code lRC201s/TP12014 cst. TC 8C\a Matrix-MSH 0.3E 0.77 0_94 DEFL. Vert(LL) Vert(CT) Hoz(CT) in (loc) 0.10 9,11 4,12 11-12 0.03 7 Vdell >999 >999 Na Ud 360 ?10 nla LoADING (ps0 TCLL 25.0 (Roo{ Snow=25.0)TCDL 8.0BCLL 0.0 ' LUMBER- TOP CHORD BOT CHORD WEBS PLATES MT20 GRIP 185/148 RENEYTS: 1431118 August 13,2018 2x4 DF No.2 2xo DF No.2 2x4 HF/SPF Stud/Std .Excepl' V1l3:2x4 HF No.2 Len 2x6 DF No.z 2-G0, Righl2xO DF No.z 2-&0 BRACII{G' TOP CHORD BOT CHORO U/EBS Wsight: 130 lb FT = 8% Struciuralwood shealfiing directly apPli6d or 37-3 oc pudins. Rigid ceiling diroctly applied or &'11-0 oc bracing. 1 Rowatmidpt +11, +11 MiTek r8commends lhat Stabilizers and r€quirod cross bracing be installed during lruss erection, in actordance with Slabilize( OREOON 711 6t&2 SLIDER REACTIONS. (lb/size) 1=2656i0-5-8 (min. H-O), 7=1747|VUB {mln. G}7) Max Horz 1-196(LC a) Max Uplifl 1:962(LC 8), 7=-1324(LC 9) Max Grav 1.2656(LC 1 ), 7=2069(LC sa) FORCES. (lb) - Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown- TOP CHORD 1-2-181 1i600. 2-?-273st1209, &4='1 68e/1 160, 4-5:1 69111 159, 5€-2149/1 61 9' 6-7--13541897 BOT CHORD 1-21:937/2160, 21-22=93712160, 12'22='93712160,'12'23='937t2160,2T24='93712160, 11 -24-937 12160, I 1-25=-1 163t1622,'1G25:1 1 63/1622, 10-26'-1 1631162?, 9-26=-1 163t 1622, 9-27 =1 1631 1622, 27 -28-1 163t 1622, 7'28- 1 163t 1 622 WEBS T12=-127r15il, ?11'-1457n67,4-l I =-1359/1754, $ l 1=€13f/11, 5'9-708/626 NOTES. 1) Wind: ASCE 7-lO: Vult=12omph (3-second gust) Vasd=gsmph: TCDL=4.8psf: gCDL=4.2psf; h=2sf,l C6l. ll; ExP B: Enclosed: MWFRS (envelope) gable end zone; c8ntilever left and right exposed I ond verlical left and tighl exposed; Lumber OOL=1,60 plate grip DOL=1.50 2) TCLL: ASCE 7-1 0: Ff=25.0 psf (flat roof snow): Category ll; Exp B; Parlially Exp.; Ct=1 '10 3) This truss has been designed for greater of min roof live load of 1 6.0 psf or 1.00 limes nat toof load of 25.0 psf on overhangs non-concunent wilh other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) 'This truss has boon designcd tor a live load of 20.0psf on the bottom chord in all areas where a feclangle 3.6.0 lall by 2{-0 wide will fit between the bottom chord and any other members. 5) Provide m€chanic€l conneclion (by olhers) ot truss to bearing plate capable of withslanding 100 lb uPlift al,oht(s) exc€Pl (jl=h) 1-962,7=1324. 7) Use USP JUS24 (Wfi lOd nails into Girder & 10d nails into Truss) or equivalent spaced at 2-G0 oc max. starting at 1-6'12 from the leftendlol&fi-4toconnecitruss(eslA9(1 ply2x4OF),A10 11 plyZx4 DF),49(1 ply2x4DF)tofionttaceof bottomchord. 8) Fill ell nail holes where hangBr is in contaci wilh lumber. 9) ln the LOAD CASE(S) sed'ron, loads applied to the face o, the truss are noted as font (F) or back {B). LOAD CASE(S) Standard Conlinued on page 2 I wnanua . vo;tf design parameters.^d READ NAIEs oN fHls AND IN1LUDED MlfEt< REFERENCE PACE MIt-?4fi BeFoRE lr9E. Dcaign valid tor u* onty *ilh MiTck cooocdo.3. Thls design is bsscd only opon paramdrB sh*n, .nd i3 ld an indiviruel buildino Compon€nt. Applicabiliry Ol design p;rancntet3 and prcpe( incorporAtion ol @mpon€nt as respffribility of buildmg da5igncr. rctloss dcii9ncl Bracing shown ijtortatcaisuppoioiindividualwebmam6.6ooly. Addflionall.mpo.a.yb.ehEloinlu.q6i.bilityduringconrtructionii.thorcsponiitilhyoftha ereclo(. Addflibhdp€rmancntbracingoltheovcraalst,uclurelsthc.csponslblli,tyofthabuitdinEde3iqnelForg.neralluidanc!rcgarding._.. -labdcalion, qudw dontrot. storagc, dAivery, crection and bracing. mnsult ANEnPll au.llty Cileda, OSB-tg rnd BCSII Butldlng ComPonent Safoiy lnlormatidn availabla f6m Truss Plalc lnsldde. 583 Donofrio Dtiv., Madason. wl 537'19. A theTRUSSco rllc. Gii -*ITruss I I 83GR I lTruss Type oty PV Bruce Wecherl Cqstom Homes Job Rete.en@ (Aptional! .. _ 29 2018 Milek ,tra::l I r 01 7290 ,Comon Gfder Tha Tru5s Co.. Eugena. OR 97,102 LOqD CASE(S) Standard 1) Oead + Snow(balanccd): Lumbor lncrease='1.15, Plate lncrease=l.15 Uniform Loads (pf) ." vert 1-4=66, rl-8=-66. 13-17=-14 Concenlratcd Loads (lb) Vert r 2=.5s8(F) s=67(F) 21 -s98(F) 2?:59E(Fl 23=598(F) 2,1=67(F) 25=67(F) 26=67lFl 27=67|F ) 28=-598(F) 13 20r8 2 A theTRUSSco.ntc. valid foa usa o.ive. Madison. W and 13 for compooanl ANd READ NOTES DIJ THIS A}ID II"/CIUDEI' JtilTFK ITffEEENCE PACE MII'717J EEFORF USE' consull l,"0jJ to i 72eo - The Trus3 co.. iiruis l I icrGE.t_. Eugen. OR 97402 .Truss Tvoe Common Suppoded Gable 7-G0 lo.oo llt 4 22 21 iot iot ltiiii"wl-cr,i,ic,srmi,iires ,;;;,.rr;l r',;*:rmmm**-in. uonil,s13133E,trzore eas"1' - lD:ph3NBzlsReM6oCUNdXKlrTzTd4H-VSrK6EkYFnAQzVSSl xp24RPTaGiTY3hSggx8DAyoFTd t--r-G0 1-GO S€le = !r4o.o 4x4 18 17 't6 't5 '10 '11 '12 r3Jiirt I9 21 14 LOAOING TCLL (psr) 25.0 E.0 0.0 PLATES MT2O GRIP 1 85/1 48 (Roof Snow=zs.0) TCDL BCLL LUtIBER. TOP CHORD BOT CHORD VlEBS OTHERS 2x4 OF No.2 2x4 OF No.z 2x4 HF/SPF Stud/Std 2x4 HFISPF Slud/Std REACTIONS. Allbearings'lrU),{). (lb) - Max Hotz 24=-165(LC 6) MaxUplin All udnloolborlessatjoint(s) 21, 14,20,21,22,18,17, 16except23='106(LC8)' t5=-101(Lc s) MarGrav Allreaclions2SOlborlessatjoint(s)24,14,19,20,21,22,23,18,17,16,15 FORCES. (lb) - Max. Comp./Max. Tan. - An lorces 250 (b) or less except when shown. NOTES. 'l) Wnd: ASCE 7-10: Vult=120mph (3-second gust) V€sd=gsmph; TCDL=4.8psf; BCOL=4.2Psfi h=25fl; Cat. ll; Exp 8; Enctosed; MV\IFRS (anvelope) gable eni zone; cantilovar lef, and right exposed : end vert,cal left aod right exposed: Lumber DOL=1.60 plate qrip DOL=1.60 2) iruss dosignad for wind loads in the plane of the truss only. For studs exposed to wind (normat lo lhe face), see Standard lndustry Gabte End Oetails as appli,aable, or oonsui gualitied building designer as Per ANSIiTPI I 3) TCIL: ASCE 7-10: Pf=25.0 psf (flat roof snow); Category ll; Exp B; Psrliolly Exp.; Ct=1'10 4) Thistrusshasbeendesignedforgrealerotminroof liveload of 16.0pstor 1.0Otim€sflairoof loadof 25.0psf onoverhangs non-concurant with other live loads. 5) All plates ere 1.sxil MT20 unless otherwise indicated. 6) Gable requies continuous bottom chord bearing. 7i Truss lo bo fully slesthed lrom one tacs or securely braced against lateral movement (i.e. diagonal web) 8) Geble studs spaced at 1-4-0 oc. 9) This lruss has b€en designed for a 1 OJ psf botlom chord live load noncoacunent with any other live loads. tb) . Ttris truss has been Olsigned for a livi load of 2o.Opst on the bottom chord in all areas where a rectangle 3-ffi tall by 2-S0 wide will fil between the bottom chord and any other members. ,t 1) provide mechanical connedion (by othersl ol truss to bearing plate capable of withstand ing '100 lb uplin at ioin(s) 24, 14 20, 21 , 22, 18, 17 ,1 6 exc€pt (it=tb) 23=106, I 5=10'1. LOADCASE(S) Standard weight: 89 lb Fr = 8o/o Slrucluralwood sheathiflg direclly apPf,ed or &G0 oc purlins' excepl end venicals. Rigid ceiling dkeclly applied or &&0 oc bracing. MiTek recornrnends that Stabilizers and requi.ed cross bracing be installed during truss ereclion, in aocordance wilh Stabilizer OREgON Ll6182 BRACING. TOP CHORO BOT CHORO RENEWS: 11J31118 August 13,2018 DEFL. Verl(LL) Verl(CT) Hor.(CT) in 0.00 -0.@ 0.00 (loc) 12 12 11 l/dafl Ud nlt 120 n,lr 90 nla nla SPAC|NG- 2-G0 Plate Grip ooL 1.15 Lumbor DOL 1 .15 Rep Stress lncr YES Code 1RC201sfiP12014 cst.TC O.12 BC 0.05wB 0.13 Matrix-R A theTRUSSco.tNc. 5 2 WARNING - Vet;tf dds;qn is for an !hownfor u!e Ttuss slnlclua€ Orivo. M.di$n, cons(rudion Coopon.nt llruss lyPe I icqmm I lob ----- --- iiruis I lc2 1"r-Btuc6 \Mechert Homes rc17290 rl _ rJob Relel9o9e 29 2018 lootionall 4x4 \': 15 20r8Th. Truss Co. Eugene OR 97402 1-G.0 Scde= I 4364x1 4 1 0.00 i12 4x4 // 5 2 lg J -1 17'16 7 3x10 l1 r.Sxa ll 3x1o ll DEFL. Vert(LL) Vert(CT) Hotz(CT) in (loc) o-o8 7-,l0 4.09 7-100.04 6 Udsfl >999 >999 n/a Ud 360 240 n/a SPACING. 2-S0 Plale Grip DOL I .15 Lumber DOL 1.'15 Rep Slress lncr YES Code lRC2015/TPI2014 cst. TC 0.45BC 0.39 wB 0.18 Matrix-MSH LOADING (psf) TCLL 25.0 (Roof TCDL BCLL LUiIBER- TOP CHORD BOT CHORD WEBS SLIDER PLATES MT20 GRIP 1 851148 RENEWS: 12131t18 August 13,2018 Soow=25.0) 8.0 0.0 2x4 DF No.2 2r.l DF No.2 2x4 HF/SPF Stud/Std Left 2x6 DF No.2 2-G0, Right 2x6 oF No.2 2-s0 BRACING. TOP CHORD BOI CHORD Weiqhl: 62 lb FI = 8% Slrucluralwood sheathing direc,lly applied or &G0 oc purlins. Rigid ceiling diredty applied or 1GG0 oc bracing' MiTek recommends that Slabilizers snd required cross bracing be installed during truss ereclion, in accordanc€ with Slabilizer OBEOON 7r{6'82 REACTIONS. (lblsi2e) 6=558{}$a (min. G'1-8), 2=628/G$8 (min.0-1-8) Max Horz 2=135(LC 5) Max Upllt 6=58(LC 9). 2:71(LC 8l Max Grav 6=578(LC 17),2=640(LC 16) FORCES, (lb) - Max. Comp./Max. Ten. - All lorces 250 (lb) or less excepl when shou/n. TOP CHORD 2-3--27st239, 34--6221 122, 4-5='526/1 2 1, $6:269/1 88 BOT CHORD 2;16--21 t427, 7-16--21t427, 7'17 -21 I 427, &.17 ='21 I 427 WEBS 4-7=0/319 NOTES. 1) Wind: ASCE 7-10; Vult='l20mph (3-second gust) Vasd=gsmphl TCDL=4.8psf; ECOL=4.2psf; h=25ft; Cat. ll; Exp B: Erclosed; MVVFRS (envelope) gabte end zone; centtever lefl and right exposed : end vertical letl and right exposed; Lumber OOL=f.60 plate grip DOL=1.50 2) TCLL: ASCE 7-10; Pr=25.0 psr (fiat roof snow)i Category ll: Exp 8; Parlially Exp.; ct=1 10 3) This truss has been dosigned for greatcr o,f mh roof live load of 16.0 psf or 1.00 times nat roof losd of 25.0 Psf on ove.hangs non-concunent with other live loads. 4) This truss has been designed for a 10.0 psf botlom dlord live load nonconcurent wilh any other live loads. Si . This truss has been deaigned for a liv6 load of 2o.opsf on lhe bottorn chord in all areas where a rectangla 3-H tall by 2-G0 wide will frt between the bottom chord and any olher members, with BCDL = 7.oPst. 6) Provide mechanical connec{bn (by otheis) of lruss to bearing plate capable of withslanding 100 lb uPlilt al Fint(s) 6, 2. LOAD CASE(S) Standard I wanlt,,lc-tz"frydesignpatanetercandr!€AONofF.SoNfB6ANDtNcLuOEDItIfEKREFERENCEPAGEilI.T4T3BEFOREUsE Dosign valid (or usr ontysith MiT.k comedors. Thi3 dcign ir based only upon param6t.rs shdn, and is to..n individu.l building cohPonenl Applic€bility ol deiign piramenters and proper incorporatidn of component B (espm3ibility ol building dosigns- nollru55 dosigocr' Bracing shown is'rirlatcrairupport-otindividualwebmimbersonly. Addilimall!mporarybraciiglointur6st.bilityduino_conslrudionislhore!ponsibillltyofthe erector. Add{i;;d p.rmanent brachg of the qve€l struclse 15 lhe respMsibility ot th6 building dasign.r. For 96nffi1-guid.nco rcgarding .. -- - tabdcation, quslity @otrot. storage, d;lvery ercclioo aod brac]ng, consull A.NS! TPli Qualtty Crtlrrla, DSE{g .nd BCSI, Butfdh, ComPon.nt SaLtylnror;e{;n avritablcfi'6mTrussPlatclnslitutc,S03O'OnotrioD,ive.Madrson W53719. A theTRUSSco. trlc. 14.S0 , 7+O J 3 Pob- l, ro, uzso --_lTruCTy?e lCommon cirdcr I___!_-.___ ietv I L 2 lJqoBglcrsDce (ootional) 6220 sMay29?OlSM.TeklndLslnes lac. MonAug l3 13 38 152018 Psoe 1 D.pl3NszlsReM6ocr,laxxvrzz&ri-irrvaiJrrooaCp"xgt,trvYgsui63DM0sKlT-0Fl 3voF 7b 1G.4-4 ) 1+O-O 4 T4-1 t T7-t2 4x4 ll S€le = I 45.5 3x4 \ 6 4x4 \\ Tfuss 8tuce Wechsrt Cuslom Homcs 11211 175? Tho Ttu.. Co.. Euge^e. OR 9r,102 ,-'r.(Lo, 3-7-12 , 7-04ri.G-it - 1_t_i'-- ---' 3r,i rc.oo?2 3s z, 4 I i I I YI 1 I I td,l{ (xA // 1xt2 ll HUs26 7 l: I,r 2420,,,2, 3)G ll HU526 22 10 ?3 I 3xG ll HU32O HUs26 7x8 =HUs26 4x,r2 lt HUS26 a-7.1,a)J SPACING. 2-GO Plate Grip DOL 1.15 LumberOOL ,l.15 Rep Stress lncr NO Code lRC201s/TP12014 cst. TC BC WB MalrirMSH 0.49 0.79 0.57 DEFL. Vert{LL} Verl(Cr) Hoz(CT) in (loc) 4.06 1Gfl -0.10 tGl'l 0.03 I Udefl >999 >999 rVa Ud 360 240 nla LOADING (psr) TCLL 25.0 (Roof SnolY=25.0)TCOL 8.0BCLL O.O LUUBER. TOP CHORD BOT CHORO WEBS SLIDER PLATES MT2O GRIP 165/148 2x4 DF No.2 2x6 DF No.2 2xil HF/SPF Stud/Sld'Except' W3: 2x4 HF No.2 Len 2xE OF No.2 2-G0, Right 2xB oF No.z 2'G0 - Max. Comp,/Max. Ten. - All forces 250 (lb) or less sxcept ',uhen shown. 2-3-31 62/397, U:il2gn 17, +5=-1060/590. 5-6=-4062590, &7-5460/720, 7-8-3311/413 2-20:556/4036, I1-20:556/4036,11-21=-556/4036,21-22-556t4O36, lG22=-555/4036, 1 G23-50314068, $23-s03/4068, $24=-503/406E, E'24=-503/4068 }1 0d68/4812. &10-1402/286, 6-9-241t1887, 4-10:13551278, 4'1't-*23511841 weight: lE1 lb FT = 8% Structural wood sheathing directly applied or 5.0-10 oc Purlins. Rigid ceiling direclty applied or l&Go oc bracing. OREOON 7n 6'82 BRACING- TOP CHORD BOT CHORD REACTIONS, (lb/size) 8=4925iG$8 (min. (H-l).2=4E68/GSE (mh. C4{) MaxHoz 2=135(LC21) Max Uplift 6-626(LC 9), 2=S28(LC E) FORCES. (tb) TOP CHORD BOT CHORD v\cBs NOTES. I ) 2-ply truss to be conneeted logether with 10d (0.131'x3') nails as follows: Top chords connecled as follorvs: 2x4 - I row at G90 oc. Bottom chords connected as follows: 2xO - 2 rows slaggerad at G&0 oc. Webs connected aJ follows: 2x4 - 1 row at G90 oc. 2) All loads are considered oqually apptied to all plies, except if noted as lront (F) or ba6k (B) face in the LOAD CASE(S) sedion. Ply to ply connactions hava baen provided to distribute only loads noted as (F) or (B), unless olh€rwise indicated. 3) Wind: ASCE 7-10; Vult=120mph (},second gusl) VasdEgsmph; TCOL=4.Epsf: BCDL=4.2psl; h=25ft; Cat. ll; Exp B; Enclosed; MV\iFRS (envelope) gable end zone: c€nlilever lefl and right exposed ; end vertical lefi and right oxposed; Lumber DOI=1.60 plale grip DOL=1.60 4) TCLL: ASCE 7-10i Pt=25.0 psf (flat roof snow); Category ll; Exp B; Parlially Exp.: Cl=1.1 0 5) This lruss has been designed lfi greater of min roof live load of 16.0 psf or 1.00 limes flal roof load ot 25.0 psf on overhangs non-concunent with other live loads. 6) This truss has been designed tor a 10.0 psf bottom chord live load noncancunenl walh any other live loads. 7) ' This truss has been d€signed for a live load of 20.0psf on the botlom chord in all aress where a reclangle 3-6O tall by 2-&0 wide willfit betw€en the bottom chord and any other members. 8) Provide mechanic€l conneclion (by others) of truss lo bearing plals capabla of withslanding 100 lb uplift at joinl(s) excepl (it=lb) E=62€,2=628. 9) Use USP HUS26 (Wth l6d nails into Girder & 16d nails into Truss) or equivalent spaced at 2+0 oc max. starting at 2-G12 from the left end to 'l 2-S1 2 lo connecl truss(es) A2 (1 ply ?x4 DF), 43 (1 pty 2x4 DF) to front face ot bottom chord. 10) Fill all nail holes where hanger is in conlact with lumber. LOAO CASEIS) Standard Continued on page 2 RENEWS:1231,18 August 13,2018 L I WnFintXe - Veily dsign peramete.s and READ NOfES ON THts AND tNu uAEb MtfEK REFERENCE PAGE Nll-?173 BEFORE USE. D6sign vElid lor u5. only wilh Mitck coM.dors. ThiE design i9 bascd qly upoa parameleri showo, and is tor an individual building component. Appllcability ofdosign paEmentcE.nd prop€r incorporation ofcomponcnt is respomibility ot building do$igner - mt lruss desagnor. Bracing shgwo i3 lq l.toEl suppo.t ol i^dividull wrb mombrE only. Additional tempoGry b.acing lo inlure stabtlity du.lng construdion i! lhe r€sponsibillrty ol lhc €re.tor. Addilion.lporm.nenlb,!.jngolthcoverall.lructur.istheaespof,sibilityolthcbulldingdesignr..Forgcnealg!dance..9arding fab.ic8tion, qu.lity conlrol sloragc, delivary, atrtion snd bracing. conluh ANSlnPlt Ouellty Grltctla, OSB{0 .nd BCSI1 Eulldlng Componcnt S.t€tylnlomallon svailabLlromTrus3Plst.lnstitrr. S83D'OnonDDiva.Madison.W53719. A theTRUSSco,ntc 3 itrtv - 1 5 t/-frtl Lllt tq.Ll-.t tu W*t m Cu-sm Xo-es Th! Truss Co. Eugenr. OR 97402 LOAA CASE(SI Slandard 1 ) -Dead + Snow (balanced): Lumber lncrease=i. 1 5, Plate lnc(ease=l. 1 5 - Uniform Loads (pto Vert 1-5=66, !8--66, 12-15=-14 Concentraled Loads (lb) Vert: 9-1432(F) 2O=-1 tAs(Fl 21=-1a32ff ) 22=-1 a32fl 23=-1 a32f) 24=1 432(Fl ,, - /fl, WlnfirruC-VerilydsignpaumetersendREADNOIF-S()llIHISArVDlNC/ITDFOMIIIKRFFERENCF1AGEItfi-ltl)BEF)RFUSE - Oesiqn v.lid tor lso onty wih MiTek connecloE. This design ir based onty upon paramelcri !hwo, and is lor an indlvjdual Doildiog cmpooent. ApplEablity otdesign paramlote6 and prop€r ioco,poratlon of componenl is responsibility ol building dcsigner - nol lruss dcaignet Bracing shovn is tor lat.ral spport o, indiudual peb membcrc on!y. Addilional temporary bracino to insurc stability duriog cffslNclion is the rcsponsibillity ol lhe ere6or. Add,tior.l p6rman.^l brachg ol lhe ovcrall struclure Is the t€sponslbility of lhe building deilFcr. For gcneral guidancc cgarding' fab.ic.tion, qu.lity @ntrol. rtorage, delivcry. ereGlon and bracing, consult ANSirIPll Ouality Critarla, OE8{9 .nd BCSII Bulldhg Comporent- Sal.ty lntomrtlon av.rl.ble from TNss Plaie lnsttde, 583 Donolrh Drive, Madison. W 537i9. A theTRUSSco.tnc. Truss DIGE tTruss Type !Qty ipty I BMc VMeched Cuslom Hom.srl rrzrtrzsr I The Truss Co.. Euge.e. OR 97402 u 1-0-0 GABLE g.oo Fz aro tt 3x4 /z 5x8 - 12 1.5x4 ll Sele = r;30.3 3x6 I 3x6 ll 5 lxb il 3 7 a{l6 3x4 :\ I I] 4x5 14 t.5x4 ll 13 l.5x,l ll 11 1.sx,t ll 10 l5x4 |,lx5 6-00 SPACING. 2-GO Plste Grip DOL 1.15 LumberDoL 1.15 Rep Stress lncr YES Code 1RC2015ffP12014 cst. TC sc WB Matrix-RH 0,13 0,33 0.1E DEFL. Ven(LL) Vert(CT) Hoz(CT) in (loc) Udefl Ud4.O2 14 >999 360-0.04 14 >999 2400.0'l I nla nla LOAOING (psOTCLL 25.0 (Roof Snow=25.0)TCOL 6.0BCLL O,O LUI'BER. TOP CHORD BOT CHORD VIIEBS OTHERS 2x4 DF No.z 2x4 DF No.2 2x4 HF/SPF Stud/Std 2x4 HF/SPF Slud/Std MT20 Weight; 72 lb FT = 8% Slruduralwood sheathing direclly spplied or GGo oc purlins. Rigid c8iling direclly applied or 1&G0 oc bracing. Milek recorrnends that Slabilizers and r6quired cross bracing be installed during truss ereclion, in accordance with Slabilizer lnstsllation ouide. OREGON Ll6'82 GRIP '185/14E RENEWS: 12131118 August 13,2018 PLATES BRACING. TOP CHORD BOT CHORD REACTTONS. (tb/size) 2.544t0-r8 (min. Gl-8), 8=544/G3-8 (min. G1-8) MaxHorz 2.9a(LC 7) Max Upln 2*80(LC 8), 8=80(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - Alllorces 250 (lb) or less except when shown. TOP CHORD 2-3:555/57,34435n7, +5=-453/106,5-6=-4s5i10i1, G7=136n7,7€=-557/56 BOT CHORD 2-14:10/383, l$14=-10i363. 12-13=-10/382, 11-12:10/384, 1G11:10138s, 8-10=-101385 \ /EBS ,12=4U308 NOTES. 1) Wncl: ASCE 7-10; Vu[=l20mph (]second gust) Vasd=gsmphi TCOL=4.Epsf: BCDL=4.2psf; h=25fl; Cat. ll; Exp B; Enc{osedi MWFRS (envelope) gablo end zone; csnlilever len and right exposed ; end yenicsl l€ft and right exposed; Lumber DOL=1.60 plats grip DOL=1.60 2) Truss designed for wind loads in tho plane of th6 truss only. For sluds exposed to wiM (normal to the facs), seo Standard lndustry Gable End Detais as applicablo. or consult qualili6d buildhg dosignsr 8s por ANSUTPI 1. 3) TCLL: ASCE 7.1 0; Pf-25.0 psl (flat roof snow)i Category ll: Exp B: Partially Exp.: Ct=1.1 0 4) This lruss has been designed for grealer of rnin roo( live load of 'l 6.0 psf or 1.00 limes flal roof load of 25.0 psf on overhangs non-concunenl with other live loads. 5) Gablo studs spaced al 1-4-0 oc, 6) This truss has been designed tor a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7) ' This truss has been designed lor a live load ol 20.0psf on the botlom chord in all areas wh6re a roclangle 3-m tall by 2-G0 wide will f( between the bo(om chord and any other members. 8) Provide mechanicst connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift al ioint(s) 2, 8. LOAD CASE(SI Standard { Wanltln - ventf d.tign par?meterc and READ NOTES Ou IHIS AND li/CtUDE O MjEK REFERENCE PAGE ,!lll-7173 EEFORE ltSE Oeslgn valid lot ule only wilh Milck connectors. This design is based only upon paramelers 5hryn, snd is fo. an individual blilding comPonent. Appltcabilry ol design piramcnterr and proper an@rpo..tion ot amponenl is respfisibility of buiklng desiEn6r - nol truss drsignel. Bracing shown iitbr Aera supporiof individual web mimberg onv- Addrl'En.l t.mporary bEcing lo insu(. llability during consirudion ii lho rcipmribillity ol thc crcclor. Additiirilalpcmancntbracingotlheoverallslruclurcisthercsponsibilityolth.buildingdesignor.Forgen.i.lgukl.nc.regardihg fab.icelion, qualfty Antrcl storage, dafivcry. erection and bracing. consult ANSlrfPll Q!.llty C.fi6ti!, OSB,9.trd ECSII Bulldlng Compon€nr Srtltylnlom.llon availabbftomTru$Pl.telnstAde,583D'OnotioOdvc.Madison,WS3Tlg. A theTRUSSco.rNc. 7290 --F.--- 4 I Ir.nio ,ob r10r 7290 Ti'r-". co.. LOADING lpsgTCLL 25.0 (Roof Snow=25.0)TCDL E.OBCLL O.O LUMBER. TOP CHORO BOT CHORO VVEBS -l-Tru;E - I l02 l Eugen! OR 97402 -'t-G0 Type 8ruce Wec-h€.| Curlom Homes i Job Referene (ootpnal) 8?20 s Mev2920l8 Ml-eklnduslils. lnc. MonAug l3 13.38.1E201E Pase 1 l0 ph3NBzlsReM6oCUNdXKlrTzTa4H-OE4rxbn2 J00sSTlvcnt-EHz5wt0rUsa?bFlVL MyyoF T Z 12-O.0-_ &o'o 'Ftv 1475121 E+0__.._ 6-G0 , 13+O 1,0-0 1-S0 4x4 3 Sqle = l:29.1 s,oo lJt F.,l Y J 1 IN rJ 6 ,l.5x4 ll 3x43x4 PLATES MT2O GRIP r85/148 REACTIONS. (lb/size) 2=5i161(}3-8 (mh. G1-O),4=5.46/&&8 (min. o-l-8) Max Horz 2-98(LC 6) Max Uplifl 2:78(LC 8),4:78(LC 9) FORCES. (lb) - Max. Comp.lMax. Ton. - AX forces 250 (lb) or less exc€pl when shown TOPCHORO 2-3:588/88,3-4--588/88 BOTCHORO 2-6:1U4O7.#--tgl407 NOTES. 1) Wind: ASCE 7-10: Vu]l='l 20mph (lsecond gust) Vasd=9smph: TCOL=4.8psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp B; Enclosed; MIIFRS (envelope) gable end zone; cantilever lefi and right exposed , end vertical left end right exposed; Lumber OOL=1 .60 plate grip OOL=1.60 2) TCLL: ASCE 7-10i Pf=25.0 psf (flat roof snow): Category ll; Exp B; Partially ExP.; Ct=1.10 3) This truss has b€en designed for greater of min roof live load of 1 6.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concunenl with other live loads. 4) This truss has been design8d for a 1O-O psf bottom ciord live load nonconcunent wilh any other live loads. 5) ' This truss has been dBsigned for a live load of 20.0psf on the botlom chord in all araas whore a roclangle $SO tall by 2-G0 wide will frt between lhe bottom chord and any othet members. 6) Provide mechanical conneclion (by others) of truss to bearing plal6 capable of withstanding '100 lb uPlin et joint(s) 2, 4. LOAD GASE(S) Slandard Weight: 44 h FF = 8o/o Structural wood sheathing direclly applied or +G0 oc purlins. Rigid ceiling directly applied or 1G0-0 oc b{acing. MiTek recommends thal Stabilizers snd requted cross bracing be instslled during truss ereclion, in accotdance with Stabilizer lnstallalion ouide. OREGON 7''t 8t82 2x4 DF No.z 2x4 DF No.2 2r4 HF/SPF Stud/Std BRACING. TOP CHORD BOT CHORD RENEIUS: 12131118 August 13,2018 SPACIN6. 2.GO Plate Grip DOL 1 .15 Lumber DOL L15 Rep Stress lncr YES Code lRC2Ol5/TP12014 cst. TC BC WB Matrix-MSH 0.36 0.34 0.1 3 DEFL. Vert(LL) Vert(CT) Horz(CT) ln 0.04 -0.06 0.00 (loc) Ydefl UdG9 >999 360 6-12 >999 240 4 nla nla 1fl, wnnlruo.v";rydsignparsnete'aadR€aoNorts()irrHisaNDtNcLUoEoMEEKREFEREN:EpaGEnllz4tjBEFaREusE DesiqnvElid lor uss onlywilh MfTok cfinectors, TNs design B based only lpqn param.l..! shown, and ii ,or an individusl building cmponent. Applic.bility ot d€5kJn plram.ntars.nd proper in@rporalion ol componern b rerpM3'bility ol building.d6signe..rclIflse de.igner. Bracing sholn isforlatereisuppoioiindividualwcbmambesooty. Addifi{rnallemporarybraclngloinsu.6sl.Dditydu.ing@nstruEtionir_thc.capfisibillityollhe er€clot. Additi;;alperman6ntbr.cingollheorcrallstruclureistherespfisibaliiyollhebuildingd6sign€r,Forgoner.l-gujdencercgarding fabication. qualily;odrot, ttoragc, dilivery. erection and bracing, consull ANSUTPII Quality Crfted., DSB.I9 sod BCSI' Eulldlng comPonent Sal.ty hlom{ion .vril.bto lrom Truss Plric lnstilde, 5S3 D'Onolrio Onve, Madison, W 53719. A theTRUSSco. tttc. 4) 5 Symbols PLATE LOCATION AND ORIENTATION 1il Center plate on joint unless x, y ofhets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Fot 4 x 2 orientation, locate plates 0- 140" 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 request PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. Ii LATEFIAL BRACING LOCATION lndicated by symbol shown and/or by text in the bracing section ofthe 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. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSIl: BuildingComponentSafetylnformation, Guide to Good Practice for Handling, lnstalling & Bracing of Metal Plate Ccnnected Wood Trusses. I*8 I dimensions shown in ft-in-sixteentl,s (Drawings not to scale) CHORDS Numbering System A, Gene,ral SafetY Notes Failure to Follow Could Cause Property Damage or Personal lnjury 1. Adiilid^d stabili'y bracihg for truss system. e.E. Jiagc.ral or X-Lr-.c ;t9, it atways requir€d. See BCSI1. 2. Truss bracing must bc designod by an engineer. For wide truss spacing, individual latcral braces thernselves ma/.eqLil€ brarcir,J. or attemalue T, l. or Eliminalor hacing snovd De considered. 3. Nevc, exjeed thj d\-sign loading shown and never sldik ma,erials {,fl il,adequately braced lrusses. 4. Prcvide copies of this lruss design to the building designer, eraclion supeoisor, prop€rty owner and atl olher interested Partles. 5. Cut members to bear ligh'lly againsl each other' 6. Place plales on each fac€ of lruss at each ioint and embed fully. Knots and wane at Joint iocations are regutated by ANSI/TPl 1. 7. oesign assumes trusses will De suitably protecled lrom the ehvironment in accord with ANsl/TPl 1. 8. Unless otherwise noled, moisture conlenl of lumber shall not exceed l9% at time of fabricalion. 9, Unless expressly noted, this design is nol apPlicable for use with tiia retdrdant, presrvative lreaied, or green lumber, 10. Camber is a non-struclural consideraion and is lhe responsibility of truss fabri:ator. Genera! praclice is to camber for dead load deflection. 1 1. Plate type, srze, orienlation and localion dimensions indicated are minimum plaling requirements. 1 2. Lumber used shall be o, lhe species and size' and in all respecls. equal lo or bette. than that specified. 1 3. Top chords must be sheathed or purlins provided at spacing indicated on deslEn. 14. Bottom chords requile lateral bracing at 10fi. sPacing, or less. it no ceiting is installed. unless othenrrise noled. 3a nouoI(l 0-oF otoIo 0-oF o BOTTOM CHORDS 7 6 E JOINTS ARE GENERALLY NUT'BERED/LETTERED CLOCKWSE AROUNO THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENT]FIED BY END JO]NT NUMBERS/LETTERS. PRODUCT COOE APPROVALS ICC-ES Reports: ESR-1 31 1, ESR-1352, ER-5243, 96048, 9730, 95-43, 96-31, 96674 NER487, NER-561 951 1 0, 84-32, 96-67, ER-3907, 9432A @ 2006 MiTek@ All Rights ReseNed I I 5. conn.aions nol sholdn are t,le resPonsibilily of others. 16. Oo not cut or atte|ltuss member or plale without Prior approval of an engincer. 17. lnstall and load vettically unless indicated otherwise, lE- Use ot oreen or treated lumber may pose unacc€Plable environ-mental, health or pertormance risks. Consun with projecl engineer beforc use. 19. Review all portions otlhis design (front' back' words and pic{ures) b€fore use. Reviewing Pidures alofle is not sullicient. 20. Design assumes manufaclure in accordane wilh ANSI/TPI 1 Quality Criteria. - _ t-..__. t" WEBS tE=<>;=a theTRUSSco. INc. 1 I t? I I .t