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Home My WebLink AboutPermit Building 2019-10-09OREGON Web Address: www.springfield-or. gov Building Permit Residential 1 & 2 Fam Dwelling (New Only) Permit Number: 811-19-OO1998-DWL IVR Number: BltO3O645722 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 54L-726-3753 Email Address : permitcenter@springfield-or.9ov SPRINGFIELD ti Permit Issued: October 09,2Ot9 Category of Construction: Single Family Dwelling Calculated Job value: $237,022.21 Description of Work: New SFD Lot B 3bed/2bath Type of Work: New Worksite Address 4255 HORACE ST Springfield, OR 97478 Parcel 1802052406308 Owner: Address: BRUCE WIECHERT CUSTOM HOMES INC 3073 SKWIEW LN EUGENE, OR 97405 Business Name BRUCE WIECHERT CUSTOM HOMES INC - Primary License CCB License Number tol7L7 Phone 54 1-586-9458 Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not, Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the 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 calling the Center at (503) 232-L987, All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O1O (Structural/Mechanical), ORS 479.54o (Electrical), and ORs 593.o10-O2O (Plumbing). Printed on; 10/9/19 Page 1 of 5 C :\myReports/reports//production/0 1 STAN DARD I l* TYPE OF WORK JOB SITE INFORMATION LICENSED PROFESSIONAL IN FORMATION PENDING INSPECTIONS Permit Number: 811-19-0O1998-DWL Inspection 2999 Final Mechanical 3999 Final Plumbing 4999 Final Electrical 9501 Curbcut - Overwidth 9508 Sidewalk 1530 Exterior Shearwall 2300 Rough Mechanical 3170 Undedloor Plumbing 4500 Rough Electrical lO20 Zoning/Setbacks 1090 Street Trees 1110 Footing 1160 UFER Ground 1220 Underfloor Framing/Post and Beam 1410 Underfloor Insulation 1430 Insulation Wall 1440 Insulation Ceiling 1520 Interior Shearwall 1999 Final Building 2250 Gas Piping/Pressure Test 3 130 Footing/Foundation Drains 3200 Sanitary Sewer 3300 Water Service 3400 Storm Sewer 3500 Rough Plumbing 3620 Backflow Device 3650 Shower Pan 4000 Temporary Power Service 4140 Underground Electric 4220 Electrical Service 1120 Foundation 1260 Framing Inspectaon 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 1_2 Famdwell Page 2 of 5 Inspection Status Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Pending Printed on: 10/9/19 Page 2 of 5 C: \myReports/reports//production/o1 STANDARD SCHEDULING INSPECTIONS Permit Number: a1 1-19-OO 1998-DWL Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits,oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 81tO3O645722 Schedule using the Oregon ePermirting Inspection App, search "epermitting" in the app store Printed on: 10/9/19 Page 3 of 5 C: \myReports/reports//production/o1 STANDARD Page 3 of 5 Permit Number: 81 1-19-001998-DWL Page 4 of 5 Fee Description Residential wiring Technology Fee Balance of minimum permit fees - mechanical Clothes dryer exhaust Decorative gas fireplace Furnace - up to 100,000 BTU Gas fuel piping outlets Water heater Plan Review - Major, City Single Family Residence - Baths Address assignment - each new or change requested externally, per each SDC: Reimbursement - Transportation SDC SDC: Improvement Cost - Storm Drainage SDC: Reimbursement Cost - MWMC Regional Wastewater SDC SDC: Improvement Cost - MWMC Regional Wastewater SDC SDC: Compliance Cost - MWMC Regional Wastewater SDC SDC: Administrative Fee - MWMC Regional Wastewater SDC SDC: Total Storm Administration Fee SDC: Total Sewer Administration Fee SDC: Total Transportation Administration Fee SDC: Total MWMC Administration Fee - Local SDC: Improvement Cost - Local Wastewater SDC: Improvement - Transportation SDC SDC: Reimbursement Cost - Storm Drainage SDC: Reimbursement Cost - Local Wastewater Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Structural building permit fee Structural plan review fee Willamalane fees - Single Family Detached, per unit State of Oregon Surcharge - Mech (LZo/o of applicable fees) State of Oregon Surcharge - Plumb (L2o/o of applicable fees) State of Oregon Surcharge - Elec (12olo 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 onr 10/9/19 Page 4 of 5 Quantity 2200 1 1 1 5 1 1 2 1 190.06 1366.61 135.93 1620.85 22.82 10 115.4 292.66 190.09 89.48 L93t.77 36Lr.72 94L.3 3921.5 2200 1 1 1 Total Fees: Fee Amount $294.00 $2t4,21 $14.00 $13.00 $19.00 $23.00 $14.00 $19.00 $2s 1.00 $s21.00 $54.00 $190.06 $1,366.61 $135.93 $1,620.85 $22.82 $10.00 $115.40 $292.66 $190.09 $89.48 $t,931.77 $3,611.72 $941,30 $3,921.50 $132.00 $L,729.78 $L,124.36 $3,805.00 $L2.24 $62.s2 $3s.28 $207.s7 $12s.00 $-42.00 $125.00 $23,193.15 1 C : \myReports/reports//production/01 STAN DARD PERMIT FEES Permit Number: 81 1-19-O0f 998-DWL Page 5 of 5 Construction Type Printed on: 10/9/19 Occupancy Type R-3 1&2family U Utility, misc. U Utility, misc. - half rate Unit Amount L,725.O0 475.00 108.00 Unit Unit Cost $t22.46 $48.73 $24.37 Iob Value $211,243.50 $23,L46.75 $2,63L.96 VB VB VB Sq Ft Sq Ft Sq Ft Page 5 of 5 Total Job Value:$237,022.2t C : \myReports/reports//production/0 1 STAN DARD VALUATION INFORMATION Structural Permit Application SPRING $ 225 Fifth Strea I Springfield, OR 97477 . PH(541\726-3753 . FAX(54 I )726-3689 OREGON This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 1E0 days suspended for 180 days. or if work is Ctrv oF SPRINGFIELD. oREGoN DEPARTMENT USE ONLY permit no.:fr-C0\q3D I Date: $>b tq SUB.CONTRACTOR PhoneCCB License #Name 51t 5zElectricalL+tr sYt qtv b'r Il.tCu S*trr Plumbing 0re LOCAL GOVERNMENT APPROVAL This project has final land-use approval Date: Date: This project has DEQ approval. Zoningapproval verified: ft Yes E No Property is within flood plain: ! Yes E No CATEGORY OF CONSTRUCTION n CommercialResidentialfl Govemment JOB SITE INFORMATION AND LOCATION o{Job site LL ooY ZIP Lot no.:Subdivision:1^1iJ o Taxlot:DbReference: PROPERW OWNER lrl CName: .e5Address: 3o I ZIPState:City: Fax:b <:rr..:Phone: " Ne?rcv edE-mail:t- agent authori Sigh here: Building I fms installation is being made on residential or by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701'010' farm property owned CONTRACTOR INSTALLATION Business name: Address: ZIPState: Fax:Phone: E-mail CCB license no.\, Print name: Signature: Mechanical FEE SCHEDULE 1. Valuation information (a) Job description Occupancy Construction type: Square feet: Cost per square foot: Other information Type of Heat:A( Energr Path:ZJY E new Ealteration fl addition $ (b) Foundation-onty permit? E yo E No Total valuation 2.fees $(a)Permit fee (use valuation table): $(b)Investigative fee (equal to [2a]): S(c) Reinspection ($ Per hour):. (number ofhours x fee Per hour) s(d)Enter lTYo surcharge(.12 x [2a+2b+2c]): $(e)Subtotal offees above (2a through 2d): 3. Plan review fees $\L(a)Plan review (65% x Permit fee [2a]): $(b) Fire and life safetY (65%x permit fee $(c)Subtotal of fees above (3a and 3b): 4. Miscellaneous fees $(a) Seismic fee,l% (.01 x permit fee [2a]): $feex.05 t 3cl)fee[2a]+PR5%echT (permitfee,(b) $for AL fees and surcharges (2e+3c+4a+b): + a r I 9 r98 b 8oo , <ioSD a loE G{s$@et/-"^- i'i^--.\ A't DL €,"o 6 :Zk-J< ol .-,r f B,-'>c - -ILS Last edited 5-5-2019 BJones S{[ ^ (ro c INFORMATION )/g>wEba I t{1 \1 Dq'l[' ;83,bo I I L4'3b N ?*,,, SPRINGFIELD {fi Transaction Receipt 8{1-19-001998-DWL Receipt Number: 472640 Receipt Date: 10/9/19 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 54L-726-3753 permitcenter@spri n gfield-or. govOREGON www.springfi eld-or. gov Worksite address: 4255 HORACE ST, Springfleld, OR 97478 Parcel: 1 802052406308 Transaction date Units 1019119 1.00 Ea 10tgl19 2,200.00 SqFt 1019119 2.00 Qty 1019119 1.00 Ea 10t9t19 1.00 Ea 10t9t19 1.00 Ea Description Structural building permit fee Residential wiring Single Family Residence - Baths State of Oregon Surcharge - Elec (12% of applicable fees) State of Oregon Surcharge - Plumb (12% of applicable fees) State of Oregon Surcharge - Bldg (12% of applicable fees) SDC: Reimbursement Cost - Storm Drainage SDC: lmprovement Cost Storm Drainage SDC: Reimbursement Cost - Local Wastewater SDC: lmprovement Cost - Local Wastewater SDC: Reimbursement - Transportation SDC SDC: lmprovement - Transpo(ation SDC SDC: Reimbursement Cost - MWMC Regional Wastewater SDC Account code 224-00000425602-1 030 224-000004261 02-1 033 224-00000425603-1 034 82 1 -00000-2 1 5004-0000 82 't -00000-21 5004-0000 82 1 -00000-2 1 5004-0000 6 1 7-00000-448029-8800 6'r 7-00000-448028-8800 61 1 -00000-448024-8800 61't -00000-448025-8800 434-00000-448026-8800 434-00000-448027-8800 433-00000-448024-88 1 0 10t9t19 10tgt19 10t9t19 10t9119 10t9t19 10t9119 10tgt19 941.30 Amount 1,366.61 Amount 3,92'1 .50 Amount 1,931 .77 Amount '190.06 Amount 3,611.72 Amount 135.93 Amount Fee amount $1,729.78 $294.00 $521.00 $35.28 $62.52 $207.57 $941.30 $1,366.61 $3,921.s0 $'t,931.77 $190.06 $3,611.72 $135.93 Paid amount $1,729.78 $294.00 $521.00 $35.28 $62.52 $207.57 $941.30 $1,366.61 $3,921.50 $1,931.77 $190.06 $3,61 1.72 $135.93 Fees Paid Printed: '10/9/19 8:57 am Page 1 of 3 Fl N_Tra n sactionR eceipt_Pr Transaction Receipt 8t 1 -19-00t 998-DWL Receipt number: 472640 Transaction date Units 10l9l19 1,620.85 Amount 10t9t19 22.82 Amount 10tgt19 10.00 Amount Description SDC: lmprovement Cost - MWMC Regional Wastewater SDC SDC: Compliance Cost - MWMC Regional Wastewater SDC SDC: Administrative Fee - MWMC Regional Wastewater SDC SDC: Total Storm Administration Fee SDC: Total Sewer Administration Fee SDC: Total Transportation Administration Fee SDC: Total MWMC Administration Fee - Local Curb cut fee - enter # of cuts Curb cut and Sidewalk construction - multiple permit discount Sidewalk construction - permit, first 90 linear feet Plan Review - Major, City Address assignment - each new or change requested externally, per each Clothes dryer exhaust Decorative gas fi replace Fumace - up to 100,000 BTU Gas fuel piping outlets Water heater Account code 433-00000-448025-88 I 0 433-00000-426607-88 1 0 61 1 -00000-426604-8800 7 1 I -00000-426604-8800 7 1 I -00000 -426604-8800 7 1 9-00000-426604-8800 7 19-00000426604-8800 20 1 -00000428060- 1 069 201 -00000-428060- 1 069 20 1 -00000-428060-1 069 1 00-00000-425002-1 039 224 -00000-425602-0000 224-00000-425604- 1 03 1 224-00000425604-1 031 224-00000 -425604- 1 03 1 224-OOOOO -425604- 1 03 1 224-00000-425604- 1 0 3 1 Fees Paid Fee amount $1,620.8s $22.82 $10.00 $1 15.40 $292.66 $190.09 $89.48 $125.00 $(42.00) $125.00 $251.00 $54.00 $13.00 $19.00 $23.00 $14.00 $19.00 Paid amount $1,620.85 1019119 10t9t19 10t9t19 10t9t19 10t9t19 10t9119 1 ',l5.40 Amount 292.66 Amount 190.09 Amount 89.48 Amount 1.00 Qty 1.00 Ea 1.00 Ea 1.00 Ea 1.00 Ea 10t9t19 10t9t19 10t9t19 10t9t19 1019t19 1019119 1019119 $22.82 $10.00 $115.40 $292.66 $190.09 $89.48 $125.00 $(42.00) $125.00 $251.00 $54.00 $13.00 $19.00 $23.00 $14.00 $19.00 Fl N_Tra nsaction Receipt_pr 10t9119 1.00 1.00 1.00 5.00 1.00 Ea Ea Ea Qtv Ea Printed: 10/9/19 8:57 am Page 2 of 3 Transaction Receipt 8t I -1 9-001998-DWL Receipt number: 472640 Transaction date 10t9119 10t9t19 10t9119 10t9119 10t9t19 Fees Paid Description Balance of minimum permit fees - mechanical State of Oregon Surcharge - Mech (12% ot applicable fees) Technology Fee Willamalane fees - Single Family Detached, per unit Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Units 'l .00 Automatic 1.00 Ea 1.00 Automatic 1.00 Qty 2,200.00 SqFt Account code 224-00000-425604-1 03 1 82 1 -00000-2 1 5004-0000 20 4-00000 -425605-0000 82 1 -00000-2 1 5023-0000 1 00-00000-424005-1 091 $214.21 $3,805.00 $132.00 Paid amount $14.00 $12.24 $214.21 $3,805.00 $132.00 Payment Method Payment Method Credit card authorization: 02578d Check number: 3'1650 Payer: BRUCE WECHERT CUSTOM HO Payer: BRUCE WIECHERT CUSTOM HO Payment Amount: Payment Amount: $9,500.00 $12,568.79 Cashier: Katrina Anderson Receipt Total $22,068.79 Printed: 10/9/19 8:57 am Page 3 of 3 Fl N_Tra nsactionReceipt_pr Fee amount $14.00 $12.24 lon Review Checklist map e t AJ(tot, lUFoZ - d4 - Z4 - aA'2.t\-7 PERMIT *: 14 -2q,t}^,L Erl M E a K E @ w E m E E E Enter data into project log Check address on plans is correct Check to see if LDAP has been issued LDAP Permit # Read all comments from other work groups to see if anything needs to be considered during structural review Check Setbacks on Site PIan Check RLID to make sure taxlot matches what is shown on drawings, that topography lines are on the p lans and that owner info matches Check to see if lot is sloped "rFi{- lf sloped, will back deck meet setbacks lf a new home is being built at Mountaingate or River Heights, check the subdivision books to see if a Geo-Tech report is req Check soils to determine whether or not a Geotechnical evaluation should be required No l€sl-r€ s lf property is on septic, check for proper setbacks from building to tank, distribution box, and leach field ,Make sure that property is not in Flood Hazard A affected property according to Mapspring (if it is we need 3 engineers surveys) 6to Check that everything required to be engineered has engineering and that the stamp is current Check the trOss package and make sure it matches the plans (qty of trusses, type, attachements)- lf the numbering doesn't *match but the uplift and reactions look correct it is OK. Falls under field verify *Make sure that if there is HVAC equipment in the attic, the trusses were designed to support it lf rafter framing, check spans . Check to see if anything over 400Olbs is bearing down on strip footings. lf so this needs to be enlarged eck Hold Downs, highlight hold downs for the inspector Check Foundation Venting ly\rr.a lrttFtterros t\rc:l-<cs Check for propane tanks; look for setbacks, siesmic attachments, and protection of the tank. Make notes on plans with stepped foundations how far back they need to be from the edge of the cut and the uphill cut. Check header sizes Check footing sizes ake sure that if rebar is used that it has minimum cover depths. tsucr-t, v.-'.\tfl @. ra'--lr*- r Ne(FrEtrG-u Check energy code requirements * Make sure that insulation called out meets the energy code and if not make note of the required R value. *On additions/remodels where existing conditions come into play, see code section N110L.3 & table N1101.2 Checktempered glazing (hazardous locations, windows in stairwell, within 24" of door, etc) Check bedrooms for egress (window sizes, make sure that garage door to house doesn't go into bedrooms) I I \r. aIu EI V} K TI UT E) aI - EI E] Ld a 'r II ,. +L..? [4a IE E m a,t Ea lfr, E B lit a E ,Zt Check to see if there is a living area above the garage, if so, make note of 5/8" type X gyp board fire separation requirement Check for mechanical equipment protection (bollards) in the garage If DETACHEDgarage is being built lessthan 3ftto existingstructure it needsto have t/2eyp board on the interiorwalls lf Garage is elevated, make sure columns supporting underfloorof garage are continousto footing (make note on plans) heck fire/sound separation assembly on 2 family dwellings Check for smoke alarms/Carbon Monoxide alarms (look on electrcial sheets if there aren't any shown on floor B!"q3}.. Checkwall bracing i' 'r'r J' 'i't''";;.'- ' 'r i ' ".''r r - Check minimum room size Make sure that minimum bathroom fixture distances are met Check to make sure stairs meet code Check roofing material (compo-qition shingles, Spanish tile, me[al, etc.) check for attic access .na r.inoeifra?,i dcteis biilptais' ' ' check beam sizes drru urruer lluut ducess o'l PldIls 2 Read over all the general notes to make certain that nothing was missed and there are no conflicts lF new SFD or ADU, make sure that Willamalane form is attached. Transfer all notes made by other work groups until there are two identical sets of plans fiobsite and city set) Include standard attachments : Exte rio r Wa I I Enve lo pe Se lf-Certificatio n Fo rm Moisture Content Acknowledgement Form High-Efficiency Lighting Systems Oregon Residential Specialty Code (ORSC) Noise Ordinance Notice Smoke Alarm t '' Ventilation Requilements for Kitchens and Bathrooms Green Approyed Plans Cover Sheet (Found under "Cover" in file cabinet) on all new square footage, that a Fire SDC is charged. w I :.::'. aq / Make sure t Add all inspections and fees into Accela (including Willamalane fee and addressing fee) Stamp plans with the "Reviewed for Code Compliance" stamp, sign the approved by line and perforate Approve Building Review line in Accela & call or email applicatidn'with.fees dub and attach placard to jobsite set Signed electrical application received Print out the Fee Schedule and put it with the Willamalane Spreadsheet on the outside of the folder Put any inspection notes into Accela that need to be there before the plan is issued. Check off Project Log and enter today's date.'i t a E ts vta! aa E Plan check items/notes JOURNALOR JOB NUMBER: NAME OR COMPANY: I,OCATION: TAX I,OT NUMBER: DEVET-OPMENT TYPE: NEW DWELLING UNITS IMPERVIOUS AREA I. STORM DRAINAGE DIRECT RUNOFF TO CITY STORM SYSTEM A. REIMBI ]RSEMENT ('oST IMPERVIOUS S.F.x 3127.25 B. IMPROVEMENT COST ITf,M 1 TOTAL - STORM DRAINAGE SDC 2. SANITARY SEWER. CITY A. REIMBURSEMENT COST: NUMBER OF DFU's 23 B. TMPROVEMENT COST: NUMBER OF DFU'S l3 COST PER S.F. $0.301 COST PER S.F. s0.437 COST PER DFU $ l 70.50 COST PER DFU $83.99 NUMBER OF UNITS I NUMBER OF UNITS I COST PER FEU s I 35.93 COST PER FEU $ I,620.85 COST PER FEU s22.82 ADM. FEE RATE 5% AREA DRAINING TO DRYWELL 0 0 $2,307.91 $s,853.27 COST PERTRIP 19.86 COST PER TRIP s377.40 $1,7E9.60 $r3,752.56 CHARGE $687.63 C}IARGE $941.30 CHARGE $1,366.61 NEW TRIP FACTOR 1.00 NEW TRIP FACTOR 1.00 CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET 19-001998-DWL BUCE WEICHERT CUSTOM HOMES 4255 HORACE ST I 802052406308 ITEM 2 TOTAL - CITY SANITARY SEWER SDC 3. TRANSPORTATION A. REIMBURSEMENT COST: ADT TRIP RATE 9.57 x x x x x xx B. IMPROVEMENT COST: ADT TRIP RATE 9.57 xx ITE]\I 3 TOTAL. TRANSPORTATION SDC 4. SANITARY SEWER- MWMC A. REIMBURSEMENT COST: NUMBER OF FEU's I B. IMPROVEMENT COST: NUMBER OF FEU's 1 C. COMPLIANCE COST: NUMBER OF FBLfs 1 x x MWMC CREDIT IFAPPLICABLE (SEE REVERSE) MWMC ADMINISTRATIVE FEE ITEM 4 TOTAL. MWMC SANITARY SEWER SDC SUBToTAL (ADD rTEMS l,2,3, & 4) 5. ADMINISTRATIVE FEE: SUBTOTAL $13,752.56 x TOTAL STORM ADMINISTRATION FEE TOTAL SEWER ADMINISTRATION FEE: TOTAI TRANSPORTATION ADMINISTRATION FEE: TOTAL MWMC ADMINISTRATION FEE. I,OCAL Residence 5277I MAX s941.30 $190.06 .72 $22.82 $89.48 $14,440.t9 1070 109 I 1092 1093 't094 I 055 I 056 at!oo(, & IJ.]FI(, E] 079 077 078 I@ I@ I@ PREPARED BY Steven Petersen 1oil120t9 TOTAL SDC CHARGES xI rMPFRiffi- | 3127.2s DRAINAGE FIXTURE UNIT CALCULATION TABLE NUMBER OF NEW FXTURES x UNIT EQUIVALENT : DRAINAGE FD(TURE UNITS FOR CArcUIATE ONLY Tt{E NET ADDITIONAL UNIT FIXTURE TYPE NEW OLD ALENT MISCELLANEOUS DFU TYPE NUMBER OF EDU'S TOTAL DRAINAGE FIXTURE UNITS isa toa unit set at 167 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE 20 DRAINAGE FIXTURE UNITS 0 tEDU IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter I 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 2$5.29 $5.1 9 $5.1 2 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 1979 VALUE / IOOO $0.00 CREDIT RATE ss.29x CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE i IOOO CREDIT RATE $0.00 x $5.29 TOTAL MWMC CREDIT$1.59 $1.45 $1.25 $1.09 $0.e2 $0.72 $0.48 $0.28 $0.09 $0.05 2 0 3 6BATHTUB 0 0DRINKING FOUNTAIN 0 1 FLOOR DRAIN 0 0 3 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS i ETC.0 0 3 0 INTERCEPTORS FOR SAND / AUTO WASH / ETC.0 0 6 0 LAL]NDRY TUB 0 0 2 0 1 0 3 3CLOTHESWASHER / MOP SINK CLOTHESWASHER - 3 OR MORE (EA)0 0 6 0 MOBILE HOME PARK TRAP (I PER TRAILER)0 0 12 0 R.ECEPTOR FOR REFRIG / WATER STATION / ETC.0 0 1 0 RECEPTOR FOR COM. SINK / D]SHWASHER / ETC.1 0 3 3 0 2 0SHOWER, SINGLE STALL 0 SHOWER. GANG (NUMBER OF HEADS)0 0 2 0 SINK: COMMERCIAL/RESIDENTIAL KITCHEN 1 0 3 3 0 2 0SINK: COMMERCIAL BAR 0 SINK: WASH BASIN/DOUBLE LAVATORY 0 0 2 0 2SINK: SINCLE LAVATORY/RESIDENTIAL BAR 2 0 1 0 0 5 0UzuNAL, STALL/WALL TOILET, PUBLIC INSTALLATION 0 0 6 0 2 0 3 6TOILET, PRIVATE INSTALLATION YEAR ANNEXED CREDIT RATE/$1,OOO ASSESSED VALUE BEFORE 1979 1979 1980 l98l 1982 l 983 1984 00l 985 1986 I 987 l 988 I 989 1990 1991 t992 1993 1994 l 995 t996 1997 1998 I 999 2000 200 I oo o6oE ..LO 5oo6 E.E E3 oq -9o E l,u 1 High efficiency walls Exterior waIls-U-0.045/R-21 cavity insulation + R-5 continuous Upgraded features Exterior waIIs-U -0 .05'7 /R-23 intermediate or R-2 1 advanced, Framed fl oors-U-0.026/R-3 8, and Windows-U-0.28 (average UA) 3 Upgraded features Exterior wails-U-0.055/R-23 intermediate or R-21 advanced, FIat ceilinge-U-0.017/R-60, and Framed fl oors-lJ-0.0261R-3 8 4 Super Insulated Windows and Attic OR Framed Floors Windows-U-O .22 (T iple P ane Low-e), and Flat ceilinge-U-0.0 i7lR-60 or Framed fl oors-U-0.026/R-3 8 5 Air sealing home and ducts Mandatory air sealing of all *uU *iogt ut top piate and air seaiing checklistf, and Mechanical whole-building ventilation system with rates meeqing M 1503 or ASHRAE 62.2, and AII ducts and air handlers cqntained within building envelope" or Al1 ducts sealed with masticD o High efficiency thermal envelope UA9 Proposed UA is 87o lower than the code UA o o6^gs tro -986-E> .o) He oo High efficiency HVAC systema Gas-fired fumace or boiler AFUE 94%, or Air source heat pump HSPF 9.5/15.0 SEER cooling, or Ground source heat pump COP 3.5 or Energy Star rated B Ducted HVAC systems within conditioned space AlI ducts and air handlers contained within buiiding Cannot be combined with Measure 5 C Ductless heat pump Ductless heat pump HSPF 10.0 in primary zone of dwelling D High efficiency water heatef Natural Electric gas/propane water heater with IIEF 0.85 OR heai pump water heater Tier 1 Northern Climate Specification Product ! ENERGY EFF]CIENCY TABLE N1101.1(2) ADDITIONAL MEASURES For SI: 1 square foot = 0.093 n],Lwatt per square foot = 10.8 Wm2. a. Appliances located within the building thermal envelope shall have sealed combustion air installed. Combustion air shall be ducted directly from the outdoors- b. A11 ductjoints ald seams sealed with listed mastic; tape is only allowed at appliance or equipment connections (for service and replacement). Meet sealing criteria of Performance Tested Comfort Systems program administered by the Bonneville Power Administration (BPA). c. Residential water heatem less than 55 gallon storage volume. d. A total of 5 percent of an HVAC system's ductwork shall be permiued to be located outside of the conditioned space. Ducts located outside the conditioned space shall have insulation instalied as required in this code. e. The maximum vaulted ceiling surface area shal1 not be greater than 50 percent of the total heated space floor area unless vaulted area has a U-factor no greater than U-0.026. f. Continuous air barrier. Additional requirement for sealing of all interior vertical wall coverfurg to top plate framing. Sealing with foam gasket, caulk or other approved sealant listed for sealing wall covering material to structural material (example: gypsum board to wood stud framing). g. Table Ni104.1(1) Standard base case design, Code UA shall be at least 8 percent less than the Proposed UA. Buildings with fenestration less than 15 percent of the total vertical wall area may adjust the Code UA to have 15 percent of the wall area as fenestration. 4352017 OREGON RESIDENTIAL SPECIALTY CODE 9 ff aS-tr (eo1s?.. =crea<rrrrs Fo<Ar_ Fr3or,=) + EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED DCTENT FRAME FINISHED WIDTH OF OPENING StNGLE oR DoUBLE poRTA[+ TENSION STRAP TABLE 602.10.6.4 BRACED WALL LINE PANELS PANEL SHALL CONTINUOUSLY SHEATHED BRACED WALL PANEL MEETING MINIUM LENGTH REQUIREMENTS OF TABLE WAL[- CONSTRUCTION 16D R602.10.5 PER J lo J oFx =i.t 'FASTEN TOP PLATE TO HEADERWITH TWO ROWS OF 16D SINKER NAILSAT 3" O.C. TYP.NAILING IN EACHx = PANEL EDGE. OF JACK BOLTS sEcTloN R403.1 OF OVER CONCRETE OR MASONRY BLOCK FOUND.ATION PANEL NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) TOP OF BAND PER .6 OR SECTION NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST A =dssu6 o Il- I Y WOOD STRUCTURAL PANEL SHEATHING OVERAPPROVED BAND OR RIM OVER RAISED WOOD FLOOR. FRAMING ANCHOR OPTION (WHERE PORIALSHEATHING DOES NOT tAP OVER BAND OR RII\4 JOIST) NAIL OR RIM JOIST TO TABLE R602.3(1) WOOD STRUCTURAL PANEL SHEATHING OVERAPPROVED BAND OR RIM OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTALSHEATHING IAPS OVER BAND OR RIM BOARD) FRONT ELEVATION For SI: 1 inch = 25.4 mm, I foot = 304.8 mm. . FtcuRE R602.10.6.4 METHOD CS.PF_CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION NET3'x11/i' SPACER FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3'GRID PATTERN AS SHOWN HEADERTO JACK€TUD STRAP PER TABLE, R6O2.J0.6-4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING MlN. DOUBLE 2'x4' FRAMING COVERED W|TH MtN. %" THICK WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMMON OR GALVANIZED BOX NAILS AT 3'O.C. INALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. LENGTH OF PANELPERTABLE R602.10.5 MtN. (2) :/,' OTAMETER ANCHOR BOLTS INSTALLED PER SECTION R403.1.6 WTH 2'x2'x%6'PLATE WASHER 2OI7 OREGON RESIDENTIAL SPECIALTY CODE 191 ; .eE,uE t{E5_ffi{{l TSEEngineering Re: J1017290 Bruce Wiechert Custom Homes Tri-State Engineering, lnc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 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 I , 20 I 8' tN 1r022PE OfiEGON 7t1 6'82 August 13,2018 Terry Powell The seal on these drawings indicate acceptance ofprofessiottal engineering responsibility soiely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI l. lJou- l,;", Truss : AIGE Truss Type I;COMMON SUPPORTFTJ GAB -[t '* Bruce Wecied Custom Homes bDtiooal) 7290,-.- The Truss Co.Eugeoe. OR 97102 _a____ -Lsg_ _l+d ___ 18-10 18-10 E 220 s Mav 29 20'16 MrT.k lndu3lri.s lnc. Mm Aug l3 l3'38'00 2018 oage I lO ph3N8zlsReM60CuNdxKuTzTd4H.vm-IARZmYUPQHMNSD?ZmWE54dxHGi2PSUSOkJoFTr , 36-e! t'r' - rgs-o Scale = 1:80.15x5 = e.oo llz rs 16 17 3xo // f 11 10 t8 20 3x6 \\ 21 30 43 4'l lO gg g6 g7 3s 35 34 33 32 3t 3x5 = 12 3r€ = 19 22 9 8 24 25 26 t2F{ 3x5= 56 5s s4 s3 s2 51 50 49 4a 47 6 45 44 cst, TC 0.05BC 0.04 WB 0.trl Matrix-SH DEFL. Ven(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) Udefl ud'l n/r 120I trfi 90 30 nla n/a SPACING. 2.GO Plale Gflp DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Code lRC2015/TP12014 LOAOING (pso TCLL 25.0 (Roof Snow=25.0)TCDL 8.0BCLL O,() - LUI/IBER. TOP CHORD BOT CHORD OTHERS PLATES MT20 GRIP 1 85/1 48 2x4 DF No.z 2x4 DF No.2 2x4 HFISPF Studistd'Excepl' srl 3,sT1 2,sT1 1,ST10,ST9,ST8,ST14,ST1s,ST1 6,Sr17,ST',t8: 2x4 HF No.2 Slruc{ural wood sheathhg direclly applied or GGo oc purlins. Rioid ceiling direc{ly apPli€d or 1GGo oc bracing. I Row at midpt 16-44, 1+.{5, 1+.15, 13-47, 1248' 1743, 18-11, 19-'10, 20-39 Weighl: 299 lb FT -- 8% RENEI{S: 12J31118 August 13,2018 BRACINO. TOP CHORD BOT CHORD V1/EBS REACTIONS. Att bearings 3&m. (lb) - Max Hoz 2=266(LC 5) Max Uplill All uplin 100 lb or less al joint(s) 2, i14, 45, 46. 47, 46, 49, 50, 51' 52, 53, 54. 55. 56, 43, 41 , 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 Max Grav All raaclions 250 lb or less at joint(s) 2, 44, 15, 46,47, 48, 49' 50, 51, 52, 53, 54, 55, 56, 43, 41 . 40. 39. 38, 37, 36, 35, 34, 33, 32, 31, 30 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--2711206 NOTES. ,|) Wnd: ASCE 7-10i Vun=12omph (&second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. ll: ExP Bi Enclosed: MWFRS (envelope) gable end zone; cantilever lefr and righl exposed ; end vertical lelt snd right exposed; Lumber DOL=1 '60 plate srip DOL= 1.60 2) Truss designed lor wind loads in the plan6 of the lruss oflly. For studs exposed to wind (normal to lhe face), see Standard Indusw Gsbls End Details as applic€ble, or consuft qualified building design€r ss p€r ANSIiTPI '1. 3) TCLL: ASCE 7-10; Pf.25.0 psf (flat rool snow); Category lll Exp B: Partially Exp.; Ct=1.10 4) This truss has b€en d6sign6d for greater of min roo, live load of 1 6.0 psf or 1.00 times flat roof load ol 25.0 psf on ovarhanos non-concunenl with other live loads. 5) All platss are 1,5x4 MT20 unless otherwise indicatad. 6) Gable requires conlinuous bottom chord bearing. 7) Gable studs spaced at 1-4-o oc. E) This lruss has been designed for s 10.0 psf botlom chord live load nonconcunent wilh any other live loads. 9) ' This truss has been designed for a live load ot 20.0psf on the boiom chord in atl araas whero a roc{angle }6-0 tall by 2-G0 wide will fd botween the bottom chord snd any other mombars. 10) Provide mechanic€l connec(ion (by others) of truss lo bearlng plate capable of withslanding 100 lb uplift at joint(s) 2, 44, 45, 46, 47 48, 49. s0, 51, 52,53,54. 55. 56,43.41, 40, 39, 38, 37, 36, 3s, 34, 33, 32, 31, 30. LOAO CASE(S) Slendard recommends thal Stabilizers required $oss bracing be installod durhg t.uss ereclion, in accordance with Slabilizor lnstallation OfiEGUt.l ln6E2 ,[ WlrrrurVe Vnofy dl<t!^ pn adttars .tn<l READ ND1ES oN f?ls ANO IN]LUDEO MIIEK REFERENCE PAGE Mll-703 AEFORF usF Desrgn valid tor use only with MiTek conneclor!. Thas dellgn i! based only upon param6lers shown, .^d iE ,or an individu.l buildin0 componen!. Appltcatility ol d€Eign paramenters and p.op€, incopo.alaon or@mponed is.espon!ilrlity ol buildanq d.3igner. not tdii de5igncr. Blacing thown is b. laterai suppori o[hdisdual wcb membefi only. Addttonal 16mpor.ry bracing lo in3uro slebality dunnE conslrudion is !hc rcJpoosibiflrty of lhe ereclor. Additional pemancot bracing ol lhc overall stuto.6 is th. r.iponiibildy ot ths burld ng d6srgnsr. For genoral,guidancc regardilg fabricalion, quality donrrol, siorage. dal vcry. ar*tioh ,nd b..qng, consult ANsl/TPli qu.lny c.tlctl., DSB.tl .nd BCSII Euildlng Gomponlnl Safely lnfomatlon aveilable tom Tru!$ Plale lnslilute, 5E3 DOnoftio Dnve M.dason W S37l9. A theTRUSSco. trc. 7 6 4 N,: iTruss l-lTruss Type I icouuor.r I Bruce I I Ptvotv , Job Reference (oolion8l) Th. Ttuss Co. Eug.n!. OR 97,a02 3x5 = 8.220 s May 29 2018 Mrlek lndrslnes lnc. Mon Aug 13 13.38.01 2018 P.ge I lD:ph3NBrlsReM6oCUNdxKkTzTd4H-OyYPNnaoJoXGvWeri4?2imAv{7H?3QYhBuycRyoFTq .. leeg, -,t't16 22 24-2-6 3Gl-12 t-1Ei4.___ _ _ 6-{-15-116 5-l 1$ '1r-6 5r5 6 Sele = 1:82 3 8.Oo h2 5 i I 1.5x4 \\ 3 3x4 /z Xx6 /z 14 21 3x4 = 3x4 i' 3x6 \,8 1.5x4 // 9 1 o.riL1 13 12 23 3,6 - 3x8 = 21 1' 3x4 3x5 = *r t.o sPActNG- 2-S0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Coda lRC201s/TPl20l4 cst. TC BC WB Matrix-MSH o.44 0.70 0.58 DEFL. Verl(tL) Vert(CT) Hore(CT) ifl (loc) -0.23 13,14 {.33 1}14 0.08 10 l/defl Ud>999 360>999 210nla n/a (pso 25.0 8.0 0.0BCLL Snow=25.0)(Roof TCDL LOADING TCLL LUMBER- TOP CHORD 80r cHoRo V\EBS PLATES MT20 GRIP 1 85/1 48 REAGTIONS, (lb/size) 2=15271G*8 (min.G2-8), 10=14sg/Mechanical Max Hotz 2=266(LC 7) Max Uplift 2-197(LC 8), 10:178(LC 9) FORCES. (lb) - Max. Comp./Max. Ton. - All forces 250 (lb) or less exc€pl when 3hown. TOP CHORO 2-3-22841286, $it:2055/308, 'l-5:1871/311, $6:144512E8,67--1445t288, 7-E: 1876/3 1 3, 8-9:2060/31O, *10=-2267 1289 BOT CHORD 2-14--328t1973, 1+.21=18511587 ,2't-22=-18511587 , 1r22-1ESn5E7 , 12-13=-8411476, 12-23:8411476, 23-24-8411476, 11-24--E4t't476, 1Gl 1=- t 58/1830VIEBS 613:2o1t11a2,7-13:67ot257,7-11:931542,$11:356/194,913:667/256, 5-14=-90/537, &1 4:352/192 NOTES. 'l) Wnd:ASCE 7-10; Vult=l2omph (}.second gust) Vasd=gsmph; TCDL=4.Bpsf: BCDL-4.2psf; h=25n; Cst. ll; Exp B; Enclosed: MWFRS (envelope) gable end zone; cantilever bn and righl exposod : ond vartic€l lett and righl oxposed; Lumber DOL=I.60 plala grip OOL=1,60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category lli Exp B: Partialt Exp.i Ct=1.1 0 3) This truss has been designed fo, g.eater of mh roof live load of 16.0 psf or 1.00 times llat roof load ot 25.0 psf on ovorhangs non+oncunent with othor live loads- 4) This truss has been designed for a 10.0 psf botlom chord live load nonconcunent with any other live loads. 5) ' Thls truss has been designed for a live load of 20.0psl on lhe bottom chord in all areas where a redangle 36-0 tall by 2-G0 wide will flt bstwoen lhe bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girde(s) for truss to lrusE connsc{ions. 7) Provide mechanical conneclion (by others) of truss to bearing plale capabte of withstanding 100 lb uplin at ioint(s) except 61=151 2=197,'10=178. LOAD CASE(S) Standard Weight: 180 lb FT =ioh Slructuralwood sheathing directly applied or +7{ oc purlins. Rigid ceiling direclly appliod or 'lG(}o oc bracing. 1 Row at midpl 7-13,5-13 MiTek rommmends that Stabilizers and required cross bracing be inslalled during truss ereclion, in accordance with Stabilizer OPEgON 7{0t8?- 2x4 DF No-2 2x4 DF No.2 2x4 HF No.2'Excapl' w7,W1: 2x4 HF/SPF Stud/Std BRACING. TOP CHORD BOT CHORD vl/E8s RENEWS: 1A31n8 August 13,2018 I wannwe .veritydsigdpafamerefsa^dREADNot€soNTH)SANotltctuoEDNtrEKREFERENcEPAGFtilt.T{fiaEfoltusF. Oesign validfor ui6 only wdh Mif6k conn.dors. Thi6 design ri based only upon paranetcr3 3hmn, aod is fo, ao individual bu ding cmponrnt. Appliclbilityoa d6.i9n param.nlors and pmp€r in@lPorallon olrcdponent is rcaponsibility ol buiHidg dcsigner - nol tru99 designer. BEcing jhwn is for lstcral suPPod ol indiudualw6b m.mbe6 dly. Additlonal lemporary bracing to inrurc ataDility during coostruction E lh6 ,e.ponsibillfy ot the e.eclor. Addiliohal p€mrn.nl b,acing ol lh. ov.rall (.uc{urc is the rugpongibility of lhe building d.siorcr. Fff gcncral guidlnce .rgeding {ebric.tion, qu.lity @nl.ol. 6lorago, dlliv.ry. oredion and b(acinq, sonsull At{Sl/TPll Qu.lity Crit..tr, DgB{g rnd SCSlt Bulldlng Conponcnt8.t ty lnlom.llon avarlabl. from 1ru8! Plete lnrtdde. 583 O'Onofrio Onve, Madison. W 53719. A theTRUSSco. rr{c. .1-G0 6-44 t2-&10f+d e44 4 2 j.tou J1017290 Truss A3 Type ----ioo '_. fry-- l__ Brucc VlieclErl Cuitom Hm.s 1.5x4 // 10 SPECIAT I 12a 14738 S€le = 1.85.7 The Tru3! Co.. Elgef,r OR 97402 6220 sMav292Ol6MrTeklndusto.s, lnc. MonAJ! 13 13i38.0?20'8 Page ! lD:ph3NSzlsReM6oCUNdXKt(Tz7d4H-sg6obTa04SrXfxrKQbEavJGKQOkkQRhvodvotyoFTp -L(Lll -3:1-tr ' 8.0-o ' 13-5-8 1s'!O ' 2a-24 ! 1Gl-1? . 36+0 |i,o-d :.r-o r.rr{ ' t5-s a-$.€ ' 5-tt-6 stl-5 8-1'4 6x6 ..128.00 1.5x4 li 3x6 /: 6 3r4 \ 3xG \\t9 4\6 // 3 3x4 /t g4 t5t6 8x8 - ,l.5x4 ll I€ "'l E 20 18 4x4 -t3 26t'l 21 12 'xl? // .1tl0 =5 20 l't2 1.5x4 ll 1.5x4 ll2S 3xG =4x8 - 3x4 3x5 - ffi 8-il4 ln (loc) 4.32 12-14 4.49 12-140.30 I l YdeR >999 >903 nla Ud 360 244 n/a Vert(CT) Hor.(CT) DEFL. Vert(LL) SPAGING- 2.O{ Phte Grip DOL 1.15Lumb€rDOL 1-15 Rep Stress lncr YES Code lRC20lsffPl2014 cst.Tc o.72BC 1.00wB 0.98 MAtfiX.MSH Plats OfisEls (X,YF 12:Glo,G2-lill,l3:G'l-12,G1-121, [4:G1-12,0-1-sl, [7:G2{,0".1-121, [11:Gg,O0-101, [14:t]']0,C1-81, [17:G2S,Edgel, [1 8:s,l-'12,G1{1, [19;O]O LOAoING (pO TCLL 25.0 (Roof Snow=25.0)TCDL 8.0 ECLL 0,0 LUMBER. TOP CHORo 2x4 DF No.z BOT CHORO 2x4 DF No.2'Except' 82:2xlOF No.1&Btr WEBS 2x4 HF No.2'Except' W3,W4,\1V5,W11 ,v\r2: 2x4 HF/SPF Stud/Std OTHERS 2x4 HF/SPF Sludistd 3) This truss has b€en designed non-concurant with othBr livo Slruclural wood sheathing direclly appliod or 2'1'1 oc purlins. Rigid ceiling diroc{ly applied or 1&G0 oi bracing, Except: 1-+12 oc bracing: 1&19. 1 Row at midpl &15, 6-14 PLATES MT2O GRIP 185/'146 Weight: 206 lb FI = loh BRACING. TOP CHORD BOT CHORD REACTIONS. (lb/size) 11=1464/Mechanic€1. 2=1550/G$8 {min. G2.9) Max Hoz 2=266(LC 5) Max Uplifl 1 1:177(LC 9), 2-176(LC 8) FORcEs. (lb) - Ma.x. Comp./Max. Ten. - Allforces 250 {lb) or less except whon shovfi. IOP CHORo 2-3:6001/906, T4:26391341,4-5-19981278, $6-1861/293, G7:1980/435, 7 -8:14581289, 8-9-1 848/31 1, $1 0--2069/306, 10'11-'227 6t287 BOT CHORD 13-14-84t1472. 13-26-8411472,26-27-84t1472, 12-27=4411472, 11-12:15711837 1 8-1 9:734/40 16. 17 -1E=-334t217 8. 2-1 9=-954/5369 VVEBS 4-18-291460,7-14-1721549,+17:767t2'15,8-12:91/554,617--3421206, 14-17 -33t1120, 1O-12=-3541194,3-l 9-368i2351, +1 E:1 894/4 1 2, 7-17=-34311178, 8-14=€80i257 NOTES. 1) Wntl: ASCE 7-101 Vut=f2omph (lsecond gust) Vasd=gsmph; TCDL=4.Epsf; BCDL=4.2psl; h=25fl; Cat. ll; Exp B: Enclosed: MWFRS (envehpe) gable end zono; cantilever len and right exposed ; end vsrlical 16ft and right exp6ed: Lumber OOI-=1.60 Plate grip OOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psl (flat root snow); Category ll; Erp B; Partialty Exp.; Ct=l.'10 V1/EBS for grealer ot min roof live load of 1 6.0 psf or 1 -00 times flal roof load of 25.0 psf on ove,hangs loads. MiTek recommends that required cross bracing be installed during lruss erection, in accordance with Stabilizer 4) This lruss has been designed lor a 1 0,0 psf botlom chord live load nonconcurent with any othor live loads. 5) ' fhis truss has be€n designed for a live load of 20.0psf on lho bottom chord h all areas where a reclangla $H tall by 2-G0 wkle will lh between lho boltom chord and any olher members, with ECOL = 7.0psf- 6) Refer to girder(s) for lruss lo lruss conneclbns. 7) Provide mechanlcal conneclion (by c{hers) of truss to bearing plate capable ot withslanding 100 lb uplitl at ioint(s) excepl (it=lb) 11=177,2=176. LOAD CASE(S) Standard 7ft662 RENEWS:1A31nB August 13,2018 I WaANWC - Venry d6ign paranteters andRFrD NOIfs oN tHlS AND INCLUDED MIfEK REFERENCE PAGF M11.7173 BEFORE UsE. Design vslid lor uio odv wilh MiTlk conn.dors. This dcaign ii batedonly upon par.meters shwn, and is for an indMdual building @mpon.nt. Applicstility otd€Eign p..sm6nt!rE and prcpcr incorporalioa ot@mpo.€at as responsibilily ofboilding dcsigncr. not ttusi design6r. Srscing shown ic lo. latoral .uppo.l of ind vidual web membcrs onty. Additional lemporary braci0g to inlurc slEbility du,ing conslrudion is the responribillity of the .re610r. Addilionsl pcrmsn6nl br.cang ot the ryc.al rtruclure is the rerponsrbilny of lhe bu lding dcrioncr. For gancral guldance roga.dirg taDdcrtion, quality @ntrol, Etor.Ec. delivcry cr€lion .nd brrclng. @rcult ANBlrTPll Quality Crit!r|., DSB49 rnd acsll Bulldln! Coilponant S.Ltylnlomatlon rvsilsblofomTrussPlatelostitlic.583OOootrioOriv6,M.dison,\M537,l9. A theTRUSSco.rNc. I 4 2 iJob-'- ' 'Truss Il.:rorzzso A4 I fho Tryss co . EugEn., OR 97402 otv i'n 8ruce Weche.l Custom Homes 29 2018 lnc Mm 13t33Eoil2018 SPECIAL H2,ll4739 Sqle: 1/8'=1' ,1-00 11-O 8-G0 ih"6, 3.r4 ----4id rlsg ,. 5-98 1&!0 24-74 2$.G13 , 33-4-10 37-1-2 , 4l-&0 42+Or 3-s+ '-r-+ii lEd&9-8 E{-8 4-$5 ' 4-3-13 sxB I 8.00 flt .2A I3fi // 5 34 35 5x5 \ 21 20 6x8 = 3x1 ll 3r4 \\ o 3x4 a' 4 3.oo be 4x6 /t 3 sra = 28 l5x4 | 1.5x4 | s.lsff[o = 6xl0 -- l0 316 = wl61 Y '2til*o26 4x4 = 6xB = 24 23 2x4 ll 22 &6 -- 18 5x6 =,, ,u ,, ,o 2x4 ll 3x4 = bxE - 3x5 8-GO I 3-,1-O Plalo Ofisets (X,YF 12.0-1-1 [3:G1-12,G2-0], [i[:G1-1 l7:G31 LOADING (pso TCLL 25.O (Roof Snow=25.0)TCDL 8.0 BCLL O.O :G1-9,G}al, ls:G1-12,G1-81, 110:Gt12,G3-11. [11:G2-0,G1-8], [15:G24,G1'al, PLATES MT2O GRIP 1851148 LUMBER, TOP CHORO BOT CHORO FoRCES. (tb) TOP CHORD 2r,t OF No.2 2x4 DF No.2 'Except' 86,89,85: 2x4 HF No.2, B'l: 2x4 DF 1800F 1.6E, B2: 2x4 oF No.1&Btr 2x4 HF/SPF Stud/Std 'Except' VW.V\B.WI2.W'l 5.V!6,W1 : 2x4 HF No.2 2x4 HF No.2 'Except' F1: 2r4 HF/SPF Slud/Std Max. Comp./Max. Ten. - All forces 250 (lb) or less excepl when shown. 2-3-54371852, T4=-23{A1320, 4-5=-17251251, 5-34-1 550/255. 6-34=- I 533/265, 6-7-17801401, 7-35=-1334/31 0, E-35:1 509/2E5, 8-9--140O/221 , $,0=- 1 28411 s9, 1 Gl I -1 037/3495, 1 1-1 2--3321 1 199 1 8-1 9-1 1 2/101o, 17-18=-355111172, 6-1 9-504i229. 1 $1 7:2'1E41330. 1U17=-2042133o, 14-15-667 1147 , 12-14=-11061347 , G25=.5151202,2-27:903i4830, 2S27:896/36i4, 2$26:311/1926 426:3at437. 4-25--7321216, 19-22=-3317 78, 7-1 9: 1 83i575. 9-1 9=243/580, 1$18:670/3532, 11-17=-2252t719, 11-14:1171282, 1+17-457t2o8, 9-18--767t2o7 , 22-25:51802, 7 -25:32ot 129'1, 3-27 =-y5t?1 16, &26=-1 739/396 Weight: 25.l lb FT = E% Slruc{ural wood sheathing diroc{y appliad or 2-2-0 oc purlins. Rigid ceiling direclly applied or &S9 oc bracing. Exc€pt: 1 Row at midpl &25 3'1-o oc bracing: lS17 1OG0 oc bracing: 19-21,2U25 1 Row at 7-22,7-19 OREGO',1 1116182 BRACING. TOP CHORO BOT CHORO WEBS WEBS OTHERS REACTIONS. (lb/size) 15=2128i0-,$8 (mh. s'$8), 2=13701&$8 (min. 0-2-6) Max Hoz 2-270(LC 8) Max Upffi 15:297(LC 1 1),2=164(LC 10) Max Grav 15=2128(LC 11,2=1431(LC 171 BOT CHORD WEES NOTES. 'l) Wnd: ASCE 7-10; Vult='l20mph (Gsemnd gust) Vasd=gsmph: TCDL-4.8psf; BCOL=4,2psf; h=25ni Cat. l[; Exp B;Enctosed: MWr:RS (envelope) gable end zone; canlilever bn. and righl exposed ; end vedic€l lett and right exposed; Lumber DOL=I.60 plete grip DOL=1.60 2) TCLL; ASCE 7-10; Pf=25.0 pst {flat roof snow): Carogory ll; Exp B; parrialty Exp.; Ct=1 ..tO 3) Unbalanced snow loads have been congidered for this design. 4) This truss has boon designed for grealer of min root live toad of 20.0 psf or 1.oO times llat root load of 25.0 psf on overhangs non-concunent with olher live loads- 5) This lruss h6s been desioned for a 1 o.o psf bottom chord live load nonconcunent with any other live loads,6) ' T,his lruss has b€en designed for a live load ol2o.opsf on the bottom chord in all aroas where a reclanglo $Go tall by 2+O wide will ft between the bottom chord and any other members. 7) Provide mechaflical connaction (by others) ol truss to bea{ing plate capable of withstanding 1OO lb uplift at ioint(s) except (jl=lb) 15=297, 2=164. LOAD CASE(SI Standard A wAhMNe . Vetily d*ign patamet.B and READ lJO rFs oN rHls llVD tNt:t llbE, MtfEX REFERENCE qAGE Mil.t.i3 BEFoRE UsE RENEWS: 121311'18 August 13,2018 in (loc) 4.26 2E27{.s5 31 0.22 15 l/defl >999 >169 n/a ud 360 '120 n/a Ver'l(CT) Hoz(CT) DEFL. Verl(LL) SPACING- 2-S0 Pble Grip DOL 1.15 Lumber DOL 1"15 Rep Slress lncr YES Code 1RC20151TP12014 csl.TC O.EEBC 0.91wB 0,91 Matrix-MSH MiTek recommends that Sltbilizers and required cross bracing be installed during truss erection, an accordance with Stabilizer A theTRUSSco.rNc, Oesignlalid tor us ooy wllh MiTsk connedoE. ThiS desigo is baled onty upon parameleB thMn, af,d is tor an indivitual bulding cmpomnl.APrlr€bility ol dcsiln!sramonlors and preper in@.po.atian of @mpone;t ia resiq!ib lity of ouitoing dcs gncr rcitrusi aisiioer. aracing snownisbrlalcrallupporlofindividualw6bmembcEonV. Addirionaltemp!rarybracingtoinsurostabrtityiutnj'consruaionisthe;eiponsibiildotthe ,"j.t:L1r:^1d!,tlslt"i.ahonlb..cing.ollheowraldructureiEthcresponribilry;nhcbuildingdciigncr.iorgereratguidanccagardng - r.D@rcn' qu.rly conlrol. dor.ge, dellvcry, erecllon and bJeiog. con3ui ANS|/IP|I QurlfyC.ttd., osE{g .nd Edsll Bufldtng ComponlntS.fotylnfomatlon svailabl6tromTtussplatetnsthUe.SO3O,Ono(rioDrivr.Madison,W53719. 8 Job J 10 1 7290 frusi Eugene. OR 97402 -1-G0 E4-4 itry- i B*"evttte.h",tcrtto.Ho.". , t iroo Reference(oolional) irruss ribe I ROOf SPECtAt- ,Qry--, -- 112114110 The Ttus3 Co.. lD:ph3NBzl sReM6oC 6.220s Mav292O18MrT6*lnduslnes.lnc MonAuq l3 13.38052018 Page I UNdXKtrTzTd4 H-GkowDgdyNol lo7GO0Y8xCY:(CeWoxn5Scms9PCyoFTm 1&3O 2+7-8 29:.q!3 , 3T.-1O 37.1-2 r 414-0 .{?q0-Eil+E-ss - +3-13 ' cpg ' 1-+14 1'44 S€le " l:88 | , 12-910l-ed e4-{+116 5xO - 3x4 a 3xo // l' s.00 llt 29 6 30 5x5 \\ 3x4 \\ 8 F ,1 1.5x4 \\ 3.oo b2 5xO \ I 3x5 -.- wl20 12+Id 16 axi I 33S 14 2x4 li 5x8 = 3654 l3 3)(8 = 11fi ffi4 22 3'l 3x4 =36-416_2\4 ,r r2ro 3x5 It 6x8 3x5 1&!0 Raa )-114&1!J DEFL. Vert(tL) Vert(CT) Hor.(CT) in (loc) 4.24 2G22 -0.33 20-220.05 14 Udell >999 >999 n/a Ud 360 240 ry'a SPACING. 2.GO Plale Grip oOL '1.15 Lumber OOL 1.15 Rop Stress lncr YES Coda lRC20l5/TPl20t4 MAITiX.MSH cst.TC 0.93Bc 0.64 wB 0.98 Plare oflserE (x,YF [2:G,2-3,Edgel, [6:G2-8,0-1€J,17:&1-g,o!3.4l, [8:&',l-12.G1-8], [9:G2-1,0-2-81, [13:G2-4,G'1'81, [1 5:G2€,G2-81, [1 6:G1-8,&2{1, [1 7 :82-8,v2-121, LOADING (ps0 TCLL 25,0 (Roof Snow=25.0)TCDL 8.0 BCLL O.O LUiIBER- TOP CHORD BOT CHORD WEBS PLATES MT2O GRIP 185t118 OTHERS REACTIONS, All boarings 2-11€ 6xc.pl O:l€ngth) 2=G5-8. (lb) - Max Horl 2-270(LC 8) MaxUplfi All uplifr100 lborlessatjoint(s)exc€pt2:187(1C10)'11-141(LC'11)' 13=-340(LC 7) MaxGrsv Atlreaclions250lborlessatjoinl(s)€xcoPl2=1428(1C17),14=1386(LG 1), 14=1386(Lc 1), 13=1094(Lc 3r) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less sxcept when shown, TOP CHORD 2-3:21031267,*1=-18751288,4-5-1654/291, 5-29--1279t2?E,6-29--12621260, S30=-1493369, 7-30-1626/337, 7-E-1 575/223, 8'9='1 569/166, $1 0:85/460, 10-11:31711137 BOT CHORD 2-22-31U1717 ,22-31:167113s5,31-32=-1 67/t 355, 21-32:16711355.20'21=-167t13s5, 7-17:5QW28,16-17-59n254, r5-16:385/121, 14-15--141U162.9-15=-1510/217, 11-'13:10,431532WEBS 122-3541192,$22=491552,$?0--7381255,F20:135/596, 17-20*771928, 517=-242179?, S16=-13711638, 1Gl5:253/637, lG'|3*6E0/206, 1115=-904/354, 8-16-309r7 NOTES- 1) Wind: ASCE 7-'10; Vuh=l20mph (&second gusl) Vasd=gsmph; TCDL=4.Epsf; BCDL=4.2psf; h=2511; Cat. ll; Exp B; Enclosed; MVVfRS (envelope) gablE and zono; cantilever len and right exposed i end vartical lofl and right exposed; Lumber OOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10: Pf=25.0 psf (flat roof snow): Calegory ll; Exp B; Partially Exp.; Ct=1 .1 0 3) Unbalancsd snow loads havo been considered for this design. 4) This truss ha3 been designed for qrealer of min roof llve load of 20.0 psf or 1,00 limes flal roof load of 25.0 psf on ovefiangs non-concunent wilh other live loads. 5) This truss has been dasigned for a 10.0 psf bottom chord live load nonconcunont with any other live loads. 6) ' This truss has been designed for a live load o{ 20.0psf on the bottom chord in all ereas where a rectangle 3-6.0 lall by 2-O0 wide will fil betwoen lhe bot(om chord and any oth6r members, wilh BCOL = 7.0psf. 7) Provide mechanical connection (by others) of trussto bearing plats capable of wilhstanding 187 lb uplift 8t joint 2, 14'l lb uplitl at colft{tlJd 6tf $d68 P udin at ioint 13' wsight: 225 lb Ff = 8oA Slructural wood 3healhing direc'tty applisd, Rigid csiling direclty applied or ff-l0 oc bracing. Except: +il oc bracing: 1il-15 1GGo oc bracing: 17-19 'l Row al midpl 5-20 MiTek recommends and required cross be instalied during truss ereciion, in accordance with Stabilizer oREo3){ 1n6l32 2x4 DF No.2 2r4 DF No.2'Excepl' 83: 2.x4 HF No.2, 86: 2x4 HF/SPF Stud/Std 2x4 HF/SPF St{d/Std 'Except' V\2.W3,W4,\,6: 2x4 HF No.2 2x4 HF/SPF Stud/Std BRACING. TOP CHORD BOT CHORD RENEWS: fl31118 August 13,2018 I WanmalC . vc.i\y design petamerers and READ NOTES ort fHlS AND tNCI.UDED Utf€R REFERENCE PACE Mll-\413 BEFORE USE. D.sign valid ror use onty wilh MaTck oonn.ctotr, ThiE do5ign is bEs.d onty upon paramrler! shryn, and i! tor .n individo.l building component. Applicabilily otdcaign paraoenters and prap€r iocorporelion of @mponcnl is rlsgon3ibll'ty ot bullding d6sign6r. nol truBs d.3igner" B6dng shown irlorlatc.alsuppodotlndividualwebmombaEonly, Addilion.ltemporarybracingtolBUnslabilty.rudngconslrudiooislh6r6sponsibillityolthe 6roctor. Addhionalpemaocntb,acingolth6over.l6lruclur6i6the,esponribi,ilyofthebutldhgd..ig.e..Forg.n€rllguidanc.regarding lrbdcslion, qualily @nlrcl. dorage, deliv.ry .rection .nd b,.cing, @nrult ANSEPIt au.llty C.h.rt., 0SB{O .rd ECSh Bulldln! Compoo.nlS.t.lylntomillon avrilablcft'gmTrussPtat!l.stit'nc,583O'OnofioD.ivc,Madison,W537r0. A theTRUSSco. tr.tc. ..___i._ 3 ilruss llrusslou l^oo,i __1- Type SPECIAL The Tru3J Co Eugene OR 97,102 LOAD CASE(sl Standard 6 220 ! M6v 29 2018 M|T!I lndustn.s. loc Md Auq 13 1 3 3E'0S 2018 P'ge 2 lO.ph3NSzlsReM6oCUNdxKtrTzTd4H-Gkryo9dvN0l iOTGQoY8xCY)d{CeV/6m58ms9PCvoF7m A WIRNIUG -a^d READ NOfES ON fHlS AND lNcLttO€D ltttFK REFFRETICF PAGE Mlt'1473 BEFORE UsE. valid lor us€ onv vih not ltus3 desigoer. is construdioo i$lhe eled0t,orlho reg.rdlng Bcsh Bulldln0 Conpon.ntlaMcalion. Satety Truag slrucllr6 i6 M.di$nrri, rnd A theTRUSSco. tttc. lot an lnsli(ut6, Job J 10l Truss A61290 The Ttuss Co.. Eugene. OR 97'10? lTruss Type l^-, r0".,11 Bruce Wechert Cuslom MrT.l lnc. Mm :.ooirz 112114741 Sel€ = t 87.2 I I I .i , F4-4-- ----&4-4 - ' 5-t1-6 29{'13 3}4-'10 3t-t-2 , 41+9 {2+0 -r:-r:- +o-tJ---- g+e - r-l-tl i-Gd 5x6 5 29 J 3x6 3x4 1 e.oo [1 2 2E G$0 2+9{ 5r5 :\ I 4:1.5x4 \\ 3x4 \\ 7 5x8 \\ 8 3x5 : wp d 14 loi l 3x5 = siqd- 2t 30 3x,l = ,o ,t ,,13 2x4 ll 5x8 = t2 3xA =3t<6 = 4*6 = 1lIE 2x1 ll 6x8 = 15 4x5 ll 3xs 9-4-0 fet )-1 tl in (loc) 4.24 t*21 -0.33 1+210,05 13 Udefi >999 >999 nla Ud 360 240 nla OEFL. Verr(LL) Vert(CT) Hoz(CT) SPACING. 2-GO Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Slress Incr YES Code lRC201s/TP12014 GSt.Tc 0.91BC 0.64wB 0.98 Matrix-MSH ptate Offsers (X,yF ['l:G2-3,Edge], l5:G2-8,O-1€1, I6:G1-9,G3-41, [7:o- l-12,G,1-Bl, [8:o-2-4,G2-El, 112:G2-4,G1{1, 114:G'2'8,G'2'81' 11 5:S1 -8,G2{rl, [16:&24,G2-l 21, LOAoING (ps0 TCLL 25,0 (Roof Snor/r=25.0)TCDL 8.0 BCLL O.O LUMBER. TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2'Except' 83: 2x4 HF No.2, 85: 2x4 HF/SPF Studistd WEBS 2x4 HF/SPF Stud/Std'ExcePl' W2,V18,W4.1I16: 2x4 HF No.2 OTHERS 2x4 HF/SPF Stud/Std PLATES MT20 GRIP 'l E5/146 WEBS All bsarings 2-1 1-8 except Ut=length) 1 -0-5-8. MaxHoz 1=265(LC 8) Max Upm All uplift 100 lb or less at joint(3) except 1:168(LC 10), 13-141(LC 1 1 )' I 2=-340{LC 7) MaxGrav Allreaciions25O lborles3atjoinl(s)excepl 1=136'l(LC 17),13=13E7(LC 1), 13=13E7(LC 1).12=1086(LC 31) Weight: 224 lb Ff = 8% Stru61ural wood shealhing directly applied. Rigid ceilin g direclly spplied or 5-8-1 4 oc bracing. Except: 4-H oc bracing: 1314 'lGo.ooc bracing: 1&18 I Row at mk pl +19 MiTek r€commonds that and required cross be installed during truss erec{ion, in accordance with Stabilizer OBEgON il1t,rZ BRACIT{G. TOP CHORD BOT CHORD REACTIONS, (lb) FORC ES. (lb) - Max. Comp.lMax. Ten. - AI forces 250 (lb) or less except when sho#n- TOP CHORD't -2:2OEED7 a, 2-3:1 EE 1 129 1, 34 : 1 660/294, 4'2 8- 1 28Ol 229' $28=' 1 263i260, $29=-l 495/369, O'29--1621 t345, V7 : 1 s77 1224, 7-E=-1 570/167, 8-9=-85/460' 9'10=-31?/1131 BOT CHORD 1-21-313/1753, 21-30:168/'1358, 3G3'l=-108i 13s8, 2G31-'168/1358, '19!20=-t 68/1358, s16=-490/228, 1S16-60/1256, 1415:3811121,1{14-1414fi63'8'14='15111217' 1G12-1038/332WEBS 2-21-3581194,+2't=-921557,+19=740t256,s'19-1361597, 16''19:271924' *16=-242ft 82,s-1 5=-1 37/1 639, $r4--253/633, *12=4761208,'l 2-14-898/354. 7-13=-31O177 NOTES. 1) \Mnd: ASCE 7-'lO; Vult.lzomph (+second gust) Vasd=gsmph; ICDL=4.8psf; BCDL=4.2psf; h=25ti; Cat. ll: Exp B: Enclosed; MWFRS (envelope) gable end zone; cantilever bn and right exposed : end vertical bn and right exposed; Lumb8r OOL=1.60 Plale griP DoL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roo{ snow); Category ll: Exp 8; Partially Exp.; Ct=l.1 0 3) Unbalanced snow loads havB been considered for lhis design. 4) This truss has been designed for grealer of min rool live load of 20.0 psl or 1.00 times flat roof load of 25.0 psf on ovefiangs non-concunent with other live loads. 5) This truss has beon dosigned for a 10.0 psf bottom chord live load nonconcufient wilh any other live loads. 6) ' This truss hes been designed lor a live load of 2o.Opsl on the botlom chord in all areas where a redangle 3-6-0 tall by 2-G0 wide will fit betrveen the bottom chord and any other members, wilh BCDL = 7.0psf. 7) Provide mectanical connection (by others) oftruss lo bearing ptale capable ofwilhstanding '168 lb uplitt at joint 1, 141 lb uplift at cof\iftJe6n$ff8F uPlilt at joint 12'RENEWS: 1U31fi5 August 13,2018 I WlnvNc - v.,iry dtsisn pzranetcts nhd READ ilO rES oM IH]s AND TNCLUDED MI\EK REFER€NCE PAGE Mtl 74fi AEF,RE USE. Ocrign !.lid tor use only wilh MtTak connccloE. This desagn i3 based mly upon par.moteri shwn. and is for an iodividual buildlng comPomnt. Applicability o, deslgn p;ramcnler! and propcf inco.poration of@mponsnl i3 r€gponsibility ol building degigner - notlru33 dc3igncr. EEcinq rh@n ljtor tat".ai :uppo('oitndividual web maobe6 dly. Addd@l lompof rry brlcinE to jnsurs .tability during construd on islhc la+onlrblllity ot the crccror. Addiliiiat pemancnt bracing o, the overall slructor. is lh6 relponsib(ity ol lho builditrg dcsiona.. Fo, general gullanc! l.9!l9i1S . .. ^ftbricalb. quality dontrot, itoragc, d;fvcry. crdion .nd br.sing @n6ult ANSUTPII Qu.lhy Crn.d., DSB{9 add ECSI! Bulldhg ComPon.nl S.Lty lnlomatlon available ftoo Truss Plalc lnstildg. 5E3 o'Onor/o Driv., M.dison, W 53719- A theTRUSSco.lttc. lJob T russ J10r72S0 ,A6 The Truss co. Eugene. OR t7402 LoAD CASE(SI Standard P Bruce Wachen Custom Homs Loplianau 8220sMay2920t8 Mrlek lndLslnes, lnc l,iodAug l3 13.38.072016 Page2 I D:ph3N8zl sReM60C uNdXKtr'l z7d4H-C6vheqe9uel OdRPoTzBPHz04l RAZPhaR34LGU4v0FTk { rvlnrulrin. vaitydzsignpa.zmzra.sndRFAoNofEsoNTHtsANl>tNct.uoEbMfiEKREFERFHcEPAGE$il-T4BAEFOREUSE. Dcslgn valad (or usc only *ith Milct connedoE. Thit design is ba3cd only upon psrametcr, lhfrn. and is tor an indaviduatbuilding cdmpon6nt. Applicabilrty o, desagn paramentcr3 aod p@per incorporation ol @mponent it re5poosibility oI building designcr- nol trus! deiign.r. Bracng rhown is lol laleral suppo( ol individual web membe6 onty. Additional tamporary bracing to lnsurc slability du,ing construdion is the r.lponsibllity ol th. eleclor. Additionalpermanenlbracinqo(theovealld(ucturcisthercaponsibilityotthebulldlngdesigncr.Forgenemlguidancarsg.rdlng fabdcallon. quality 6ntrol. t1orrgc, dclivcry. eGclion and braciog, consult ANSlmh Ourltty C.neda, OS8-t9 .nd 8c6ll Bulldtng Component SrtCtylnlomatlon availablcfrooftursPlatelndldc 583D'OnofioOrivc.Madison.W53719. A theTRUSSco.INc. l*o :Jr0r 7290 I fh6 Trus3 Co.. Eugene. OR 97402 itruss i "- Jruli-rype ! ROOF SPECIAL oty 'Pt 8ruce W€ch.d cuslom liws 112111142 I .47 Job . ?v4n 12-!10 1&3-O 21-2$ ' 6-a-{ }11€ t'116 5-116 8220 sMav29 20l8Mi-?llndrsheE. lnc MonAuo 13 l3 38082018 Pege I lD:ph3NBzlsReM6oC-uf.toiktitzzolH-glI3rAlntxOHFs-hgieqAA2rW-894alk4poxyoF7i4r+0 12+Or a"r.u l-o-d xLt-12 _ 314-10 37-t-25-116 'v2-tl' 3+8 S€le = I 85.4 3fi/z 4 8oo Jl, 3x4 // ?6 5x5 5 ,u ,o ,, 31 27 3x4 .: 6 i I IJ 4 3x6 i 1.5x{ \\2a 3x4 \ I 3.oo [2 5x10 -.-I 1.5t4 /t vYbt 11 'tz d t9 29 3x,l = '16 15 3x4 = 3x6 = t4 3x4 = 13 ,lxs =3x53x6=3g= 3x5 A-l 1n f,2-10 }i5 s-GO in (loc) 4.22 17-19 -0.33'tsl70.08 13 lldcfl >999 >999 n/a Ud JbU 240 n/a DEFL. verr(LL) Verl(CT) Horr(cT) SPACING. 2-O0 Plate Grip DOL 1.15 Lumber DOL 1 .15 Rap Stross lncr YES Code lRC2015/TP12014 csr. TC BC vvB Malnx-MSH o.77 0.69 0.E4 LOAoING (psf) TCLL 25.0 (Roof Snow=25.0)TCOL 8.0BCLL 0.0 ' LUMBER. TOP CHORD BOT CHORD WEBS PLATES MI2O GRIP 1E't148 REACTIONS. (lb/size) 1=141o/Mechanical, 1 3=1976/0.$8 (min. G3-4) MaxHoz t:265(LC8) MaxUpm 1:177(LC 10), 13:281(LC l1) Max Grav 1=1429(LC 17), 13=1976(LC 1i FORCES. (lb) - Max. Comp,/Max. Ten. - All torces 250 (lb) or less sxcept when shown. TOP CHORD 1 -2-2207 t2E6, 2'3-20001282, U-' 1 824 131 1, 4-26:1 398/239, $26='1 381 127 1' *27=.lr2a31285,6-27:13771257 , G7-1 695/257, 7'28:1773t239, E-26='I 856/233, 8-9-1631/1 94. $1 0=-381/1440, 1o-1 1--332t't128 BOTCHORO 1-19:327t192E,19-29--182t1537,29.30=-18211537.1E-30=-18211537,17-19=-',t8211577 17-31-79/1369, 1&31:79/1369, 15-16=-7911369, 14-15=-1 14/15E9, 13'14-98/140'l ' 11-13-1032/345WEBS 2-1 9*357/1 94, 4-1 9=-93/542, 4'17-7391258, s-l 7:1 9E/1 I 1 8, 6-1 7-603/236, c15=-441373, s-l4:691/206, 9-14-i14/ss0, 9-13-2590i333, 1G13=-541/139 NOTES- !)Wnd:ASCE7-10:Vult=l2omph(3-secondgust)Vasd=gsmph;TCOL=4.8psf:BCDL=4.2pst;h=2sftiCal ll;ExPBlEnclosed; MWFRS (envelope) gable end zone; cantileier lift and riqhl exposed ; end vertical letl and righl exposed; Lumber DOL=1.60 plate grip OOL=1.60 2) TCLL: ASCE 7-10; Pl=25.0 psl irlat root snow); Category ll; Exp B: Pa.tially ExP.; Ct=l.10 3) Unbalanced snow loads have been considered for this design. {i This truss has besn designod for greater ot min roof live load of 20.0 psf or t.O0 limes llat roof load of 25.0 psf on ov€rhangs non-concurent wilh other live lotds. 5) This truss has been designed lor a lO.0 psf bottom chord liva load nonconcurTent wilh any other live loads. 6i . ttris truss has been designed tor a live load of 2o.Opsf on the bottom chord in all ar€as where a redangle 3-6{ lall by 2-G0 wide will fit between the bottom chord and sny other members, wilh BCDL = 7.0psf. 7) Refer to girder(s) tor truss lo truss conneclions. Bi proviOe mecnanical connection 1by others) ot truss to bearing plate capable of withstanding I 77 lb uplitl st joint 1 and 281 lb uplift at joint 13. LOAD CASE(S) Slandard Weight: 206 lb F't = 8% Struclural wood sheathinE directly aPplied or 2-2'0 oc purlins. Rtgid ceiling directly aPplied or lOGo oc brscing, Except: 5-1 G4 oc bracing: I 1-1 3. 1 Rowat midpt 4-17,V17 MiTek recommends that and required qoss bracing bo installed durinE truss elec'tion, in accordance with Stabilizer OREGON 2x4 OF No.2 2x'l DF No.z 2x4 HFISPF Sludlstd 'Excepl' W2,1 6,W4,W5,\ /6: 2x4 HF No.2 BRAClNG. TOP CHORD BOT CHORD I/VEBS RENEWS: 1?3il18 August 13,2018 I waamne . v"nry da*isn Daramrtd3 ahd READ l,orEs oN rHls aND tNct uoED MtfEK REFERENaE IAGE Mtt-71n EEroRt usE Esign v.lid ior u3e ooywrth MiTek Connedors. This d€sign is b.sod onlyupon paramotcrs shfin,.nd is lo. an individu.lbuilding cmpoaent. ippticaUlfty otOclfgo p'aramentrrs and p.op.r in@rporati;n ol@mpore;l ia rcapmthiBy of bualdrng.d86agner. nol 1ru55 d?signer- BEclog !ho,n i"'f!riitc.isrpporioiindividuatwebn;mdetsonv. Addrtionsltomporaryb€ciigtoiniu.cstabilitydurinq,€nElrudionis.lhcrcsponsiblllityollh. ereclor. Additiillal pemaocd bradng ol lhe ovsrail slruclure iE lho iesponsibility o( lhe buildirE designer, Fo. gone.el_guidancc ,cga.dhg labricarion, quslily dontrol. dorage. dilvcry, er€ction aod bracing, @nsull ANsllPll Ourlity cdt rli, DSB{g rnd BCEII Bulldlng comPonent Satety lnfomatlon availablc from Trus! Plale lnst(o(6, 563 D ono{tlo orive. Madison, vill 53719. A theTRUSSco.txc. 1 ;Job 112414f43lTruss TvCe .Rool Speci6l I Truss A8 Ioo Ir I Ptv 8ruce [M6c]ert C(llom Homes J10t 7290 The Truss Co.. Eugene oR 97402 F{d i i..roo toDhonell __J 2{2..5 !F116 8.220 s Mav 29 ?Ol8 M,Ich lMustnes, lnc Mon Auo 13 13 38 09 2018 PagE I I D : ph3NBzlsReM6oCUNdXKtrTzTd4H-gVt R3W0PQFYBtkzBFOOtNOOTiFSCIcX,wOq NYzyoF 7r 37.1-2 , 416{ 424.0!-Ta-a -r-4--l-a-3&1-12 , 33-,t-10 5-1 t4 ' !-2-11 Jrc \' 8 S€le = 1:86 I 5$r s.oo [t 3x4 /t 27 28 3x4 \\ 7 1 5x4 \\29 3x4 i: 9 3.oo Lz 5x10 = '10 1.5x4 // wll 12fi ttAd20 30 3x4 = 19 3l tg 32 3x6 = 3*g = 17 t6 3x4 = sx6 = t5 3x4 = 14 4xS =3x5 3x5 L11-n a-t 14 !16 5-O{0-4-o in (loc) -0.22 18-20 4.33 1&180.07 14 Ydefl >999 >999 n/a Ud 360 210 nla DEFL. Vert(LL) Verl(CT) Hoz(CT) cst. TC BC WB Malrix-MSH 0.76 0.69 0.84 sPActNG- 2-S0 Plate Grip DOL 1.15 Lumber DOL 1 .15 Rep Stres3 lncr YES Code lRC201s/TP12014 LOADING (psf) TCLL 25.0 (Root Snow=25.0)TCOL 8.0 BCLL O.O LUMBER. TOP CHORO BOT CHORO WEBS 2x4 DF No.2 2x4 OF No.2 2x4 HF/SPF Studistd 'Except' l/V2,l /3,W4,W5,1 16: 2x4 HF No.2 BRACING- TOP CHORD BOT CHORD V\/EBS Weight: 207 lb FT = 8% Structu,al wood shealhing direclly applied or 2-2-0 oc purlins. Rigid ceiling dirBclly applied or 1GGo oc bracing, Excepl: $lGo oc bracing: 12-t4. 1 Row at midpt t18,7-18 MiTek remmmends that Stabilizers and cross bracing be installed during truss ereclion, in accordance with Stabilizer i,l t 82 PLATES MT2O GRIP 185/146 RENEWS:1U3i.n8 August 13,2018 R€ACTIONS. (b/size) 2=1477tG$8 (min. G2-7), 14=1975/G!8 (min. Gg) Max Hoz 2*270(LC 8) Max Uplifr 2:196(LC 10), 14-281(LC 11) Max Grav 2=1495(LC 17), t4=r975(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less excePt wh€n shown TOP CHORD 2.3:22221283, !,4--'tss41279,4'5:1616/306, v27=-13971239, e27=-1379t271 , v28=-1282t285,7-28-13761256,7€-1694/2s7, 8-29:177a239' 9-29--1855t232' 9-10=-1631/193. 1Gl 1-381/1 t148. 11-12=-3321 134 BOT CHORD 2-2o:324t1921 .2G30=-1 80/1 535, 30-31 =-1 E0/1 535, 1 9-3 1:1 E0/1 535, 1 8-19=-1 60/1 535' 18-32-79/1 36S, 17-32--7911365, 'lEl 7='7911 368, 1 $1 6=-1 I 4/1 588, 1 +1 5:98/1 401 , 12-14-103E1345WEBS 3-20--353/192, 5-20=-90/535, *18-7381257. &18-198/1 117, 7'18-*6101236, 7-16=131373,9-15-694/206,10-15=-1141553,1G14--2588/333,11'14--5441139 NOTES. 1) Wind: ASCE 7-tO; Vult=12omph ($second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4,2psf; h=25n; Cat. ll; Exp B: Enclosed: MVIFRS (envelope) Eabte end zone; cantilever lefl and right exposed I end verlical lefi and right exposed; Lumber OOL=1.60 plale grip DOL=1.60 2) TCLL: ASCE 7-10: Ff=25.0 psf (ttal roof snow); Category ll; Exp B: Parlially Exp.: Ct=l.1 0 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 oil|.00 times flat roof load ol 25.0 psf on overhangs nonroncurenl wilh oth€r livo loads. 5) This lruss has been designed for a 10,0 psf botlom chord livs load nonconcunent with any other live loads. 6) ' This trues has been dcsignsd for a liye load of ?0.0psf on the bottom chord in all areas where a reclangle 36-0 tall by 2-0"0 wide willlit between the bottom chord afld any olher members, wilh BCDL = 7.opsf. 7) Provide mechanical conneclion (by others) of truss to besring plate capable of withstanding 'l96lb uplifi al ioinl2 and 2E1 lb uplift a! joint 14. LOADCASE(S) Slandad I Wa,Amxe . Verity d*ign panme?ts and nf AD NofES AN fHlS AND TNCLUOFD MtrFt< REFERENCF FA1E MIt l4?X BEFoRE UsE. Design valid for use only*hh Mitek 6rn.dors. This dcsign i5 ba3cd only upon parailelcr! shryn, and b lor an indNilual building cmponeil. Appli6bility of dcsign p.EmontcE and prcp.r in@.poration of@mporcnt is responsibilily of building designcr- rct lruss dcsignef. Bcchq thown is lo. raleral tuppod ol individual web m.nbcrr odly. Addltiooal irmporary bracing lo ifisura 3tabildy duriog @nstruclion k thc ragpms&illlty ol th€ ercctor. Additional pcman.nt b.acing ol thr overall struclure is tha responsibility of thc building deslgncr. For g€neral guidence ,cgarding tabrisation, quility dntrol, 5tolage. daivery. erectior and bracing, consult At{SlrIPll Ou.llty Crtt.da, OSB-19 tnd BGSII Bulldltro Componcnl Srf.ty lntomallon evailEble lrom Tru6s Platc lnslitule, SE3 O'Onofriq Drive Madison. W 53719. A theTRUSSco. ttrc. 6 : I I I -1-O-O 6-4{ t2-}10 1&3-O r F( 4 3 tr l:o' iiJss Tvpe lo"t: -lPtY -Btuc6 VMeched Cuslom Homes Retetqrlca {ootional} 1290 24-24 , 112414141 SGle = l:82.3 fh€TrussCo. EugeneOR97,102 8.220sMay2920l8MrletlndJllries lnc MonAug l3'33E 102018 Page I lD ph3NSzlsReM6oCutttitxktrfzi'OlH'-ahbpGshlBYg?uuSNo5k6vbeinfEZcSEd2Zw4PvoFTh -Lqa l-o-d 6-4-1 12-:}-10 1&+0 3S.1-12 &4-1 5-1 14 5.l16 )a t,l1{ 12 24 5-11.6 5x5 B.oo Ii, 3x4 // 3\6'.8xB i 4x6 :\ 7al5 1.5x4 \1.5\4 // I lori a15 22 3x4 = 13 14 25 11 3x4 =3x5 3x5 3x6 = 3x8: 1.5x4 l/ &t l-0 alGt? MAtTiX-MSH cst. TC BC WB o.43 0.56 0.54 in (loc) 422 14-15 {.30 1+150.02 10 Udefl Ud>999 360>851 240nla nla OEFL. Vert(LL) Vert(CT) Hoz(CT) SPAC|NG. 2-&O Plare Grip DOL 1.15 Lumber DOL 1.15 Rep Stross lncr YES Code lRC201s/TP12014 g4-0 LOADING (ps0 TCLL 25.0 (Roof Snow=25.0)TCDL 8.0BCLL O.O LUMBER- TOP CHORD BOT CHORD \AIEBS \A/EBS REAGTIONS. (tb/size) 2=917ttri*8 (min. &1-8), 12=1158to-*8 (min. G24). 10=612/Mechanical MaxHoz 2=266(LC 5) Max Uplifl 2-120(LC 8), l2-18s(LC 8), 10-83(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP C H ORD 2-3:1 fi 6fi 4E. $4:969/1 69. 4'5-77 7 t 17 2, *6- -348i I 66, F7-350/1 49. 7-E:366/143, E-9:545/141 , 9-t0:752l1 19 BOT CHORD 2-1s-21411O65,1*22-92t66E,22'23-921658,14'23-921668' 1 $14:366/19E, I 2-13:366/198, 1Gl l:16/573 WEBS 7-14:1 20/965, 7-1 1'-96/1199, 9-1 1 -356/188' 5-1 4:6E4i256. s- t 5='E9/563, 3.1 5=-358/1 93, 7 - 1 2--1 5 12121 2 Weight: 189 lb FT = E% Slructural wood sheathing direclly applied or t2'0 oc purlins. Rigid ceiling direclly applied or 1(}Go oc bracing, Except: 6-0-0oc bracing: 12-14. 1 Rch.v at midpt 6-14, ,11,7'12 MiTek recomm€nds that Stabilizors and required cross bracing be installed during lruss ereclion, in accordanc€ with Stabilizer OREGON ilt;t82 PLATES MT2O GRIP 1 85/1 48 2x4 OF No.2 2x4 OF No.2 2x4 HF No.2 'Except' W8,W1: 2x4 HF/SPF Stud/Std BRACING- TOP CHORD BOT CHORO NOTES. 1) Wnd: ASCE 7-10; Vu[=12omph (3-second gust) Vasd=gsmphi TCDL-4.8psf; BCDL=4.zpsl; h=25fl; Cat. ll: Exp B: Enclosed: MWFRS (envelope) gable end zone; cantileier lin and right exposed i end vertic€l left and right exposed; Lumber oOL=1 .60 Plate grip DOL=1.60 2) iiLL: ASCE 7-la;fi=25.o psf (flat roof snow); Calegory ll; Exp B; Partially ExP ; Ct=l.10 3i This truss has been designed for greater of min root iiveload ol 1 6.0 psf or 1.0O limes flat roof bad of 25"0 psl on overhangs non-conc{rent with other live loads. 4) ThiE truss has been deshned for a lO.O pst bottom chord live load nonconcurenl with any olher liva loads' S! . tnt truss has been deiigned for a live load of 2o.opsl on lho botlom chord in dl areas where a reciangle $H lall by 24{) wide will fit between the bottom chord and any olher members. wnh BCDL = 7.0psf. 6) Refer to girde(s) for truss to truss connections. Zi eroviOe rirechanicat connection (by others) of truss to bearing plate capable ot wilh3tanding 1 20 lb uplilt at ioint 2, 185 lb uplit 8t joint 1 2 and 83 lb uplitt at joint 10. LOAOCASE(S) Staddard RENEWS: 12131118 August 13,2018 A theTRUSSco-tt'tc. 6 ts 4 3 2 ald READ NafEs oN fHlS AND INCLUDED MIIEK REFERENc€ PAGE Mlll171 BEFORE UsF.WARMNE i9 :Job ITrm- I Ilruss Tvoe iRooF sPEcrAL 3x,l \\ 3x6 \8g 1.514 // l0 J10 I 7290 Ths Trus' co. iA r0 I Eug€nt. OR 97,102 N{{o Job Referen9e 6x6 - 112114715 S€le = l:85.7 .128.00 3xO /z 5 1.5x4 I 6 3x4 // 4 lxs // 3 r1,r l+ .1 6x8 =21 5.xA '- t9 4x4 =17 16 7xB = '1.5x4 ll 15 14 13 3xE MT18HS = 4x8 = 3s 27 12 3x4 -3x5 olSfit rr '1.5x4 il +1-12 , S-O4Iilr -- s64 -r SE 5-84 r-4 0 SPACING. 2-GO Plato Grip OOL 1.15 Lumber DOL 1.15 Rep St.ess lncr YEs Code lRC2015/TP12014 cst.TC 0.46 8C 0.83wB 0.E9 MATTiX.MSH DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) -0.22 1$,16 -a36 12-26o.20 11 Udefl >999 >503 nla Ud 360 240 nla LOADING (psr) TCLL 25.0 (Roof Snow=25.0)TCOL 8.0ECLL 0.0 PLATES MT2O MTl8HS GRlP 185/1 48 220t195 LUMBER. TOP CHORD BOT CHORD 2x4 DF No.2 2x4 DF No.2'Excepl' E2:?x4OF No.l&Btr 2x4 HF No.2 'Except' w3,w4,v\,6,wl l,v\2: 2x4 HF/SPF Stud/std 2x4 HF/SPF Slud/Std BRACING. IOP CHORO BOT CHORO V\EBS Weight: 207 lb FT = 8% Slruclural wood sheathing directv applied or 2-$14 oc pudins' Rbid c€iling direclly applied or lGO-o oc bracino, Exc€Pl: 7-1&10 oc brachg: 19-20. 1 Row al midpt &16,8-15 MiTek recommends Stabilizers and required cross be installed during lruss erection, in ac4ordance with Slabilizer WEBS OTHERS REACTIONS. (lb/size) 11=1296/Mechanical,2=1460/St8 (min. &2€), 13-265/G$a (min.0-1-8) Max Hotz 2=?67(lC7l Max Upm 11:184(LC 9), 2-178(LC 8), 13=-6(LC 8) Max Grav 11=1296(LC 1), 2=1460(LC 1), 13=363(LC l6) FORCES. (lb) - Max. Comp./Max. Ton. - All torces 250 (lb) or less excepl when shown. TOP CHORo 2-3-4836[38, T4:2?821305, +5=-17281255, 16--15911270,6-7:1712t411' 74:12091274, 8-9-1527 1324, 9'10=-1 748/321, 1 0-1 1 ='l 956/300 BOT CHORD 1*15:721123/.13-14-7A1234. lT27-7211234, 12-27=-721234, 1 1-12:167/1575, 1 9"20-639/3308, 1 8- 1 9=-s01 /l 865, 2-?O= -7 891 1239 WEBS +19-91382,4-18:665/198,8-12:9$t442,618=-345t206,'lS1E='22l888, .l G12:365/193, T20:267t11O9,3-'19-1480845, 7-18--324t1'131 .8-15=-610/260 NOTES. l) Wind: ASCE 7-10: Vutt=l2omph (Ssecond gust) Vasd=gsmph; TCDL=4.8PSf: BCDL=4.2psl: h:25ft: Cat. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone; csntilover len and right exposed : end vertic€l letl and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-1 0i Pr=25.0 psl (flat rool snow); Category ll; Exp B; Panially Exp.; Ct=1 .1 0 3) This truss has been designed for greatsr of min roof live load of 16.0 psf or 1.00 times flat r@f load of 25.0 psf on ovehangs non-concunent wilh other live losds. 4) Atl plates are MT20 plates unless otheMise hdicated, 5) This lruss has basn designad for a 10-0 psf botlom ciord live load nonconcunenl t#ith any olher live loads. 6) ' This truss has been designed lor a livo load of 20.0pst on the bol(om chord in all areas whar6 a rectangb &m tdl by 2-G0 wide will fd between the bottom chod and any other members, with BCDL = 7.0psl. 7) Refea lo girde(s) for truss lo lruss conneclions. 8) Provide mecnsnical conneclion (by others) of lruss to bearing plate capable of withslanding 184 lb uplift at joint 1 1 , 1 78 lb uplin at joint 2 and 6 lb upliff atjoinl 13. LOAO CASE(S) Standsrd /fl wlnutrVO.V.;tydsighpadn,ete.sandR€AOljors oNINISANDINCLUOEDMI1EKREFERENCEPAGEMIT-Il',jAEFOREUSE. Deligo v.lid lor uso only rilh MiTek @nneclors. Thb de3i9n ar baged only upon paramsiers 3houn, .nd B for an individ!al buildino codpohenl. Applc.bility olds.ign ps..mo.l..s and proper in@rporatioo olcompotrent ag rerpM.ibilily of buildihg dcsignd - not trus! de3i9ner. B.acing 3hown islo.lal€El6upporlollndividuslwebmembe.soov. Addilionaltempo.arybracinOtoinilroitabilitydudog@nctrustionirtherarpmlibillityotlh6 er€clo.. Add{ionalpm.n6nlbrscingotlheoverallitrucllrcislherelpssrbilrtyotlhebuildingd€slgner.Forgeneralguidancerega.ding fabricelron qualily @nlrol, 6loru9o. delivery. ereclion and br3qing conrult ANSUTPI'I Ou.lity C.tred., DSBJ9 rnd BCSII Bllldltrg Compon6nt Safatylnlomrtlotr av.ilab16liomTrusrPhtclnstitute.563O'OnotioO.ive,Madiron,W53Tlg, RENEWS:1231118 August 13,2018 OREOON ;11 A theTRUSSco.nqc. - -- iustom Homesioty PV . BMe w@hrn 5 1 h ,i : 2 lrou iJ101 -,Iruss Type --ioty lPly l-8ru6W4*ht(Cr"r-rti.""ttttIr t :i --------.-1. -... I . .. lJob EefelencG (optioonl).- - tl211 7290 AI lGE ,COMMON SUPPORTED GA8 I TheTruirCo.. E!g€n.OR97a02 6 220 t May 29 2016 MrTlk lnd!5he5. lnc. 116 A!9 '13 1 3 37 58 2018 Psg. 1 t0:ph3NBzlsReM6oCUNdXKtrTzTd4H-zNtHlmxw0tgi22o35a\MQ3EtapGpops6?AfltGyoFTt36+0 'l&40 S€le = , 8O.t .'tE-$0_l&eo 5x5 15 5x5 /z 8.oo F .lt 14 16 1l IB 19 20 5x5 S 21 't0 4 237 246 25 'lJ 3x5 = 54 53 52 5I SO 49 40 47 46 45 44 43 42 41 39 Se :Z 36 35 34 33 32 31 30 29 3xS = 40 3)6 = 2 1M sPACtr{G- 2-G0 Plate Grip DOL 1.15 Lumber DOL 1.'15 Rep Stress lncr YES Code lRC2015/TPl20r4 Matrix-SH cst. IC BC WB 0.06 0.(M 0.14 DEFL. Veil(LL) Vert(CT) Hoz(CT) in (loc) l/dofl Ud 0.00 t n/r 1200.0O 1 n/. 90 0.01 28 Na n/a LOADING (ps0 rcLL 25.0 (Roof Snow=25.0)TCDL 8,0ECLL 0.0 LUMBER. TOP CHORD BOT CHORD OTHERS PLATES MT2O GRIP 1 E5/1 48 REAGTIONS, Atl bearings 3S&0. (lb) - Max Hoz 2=266(LC 5) Max Upliff All uplin 100 lb or less at joint(El 2, 42, 43, 44,45, 46, 47, 48, 49. 50, 51, 52, 53, 54, 41, 39, 38, 37. 36, 35, 34, 33, 32, 31, 30, 29, 28 Max Grav All reaclions 250 lb or less at joint(s) 2, 12. 43, 44. 45, 45, 47, 48, 49, 50, 51, 52, 53, 54, 41, 39, 38, 37, 36, 35, 34, 33, 32,31, 30, 29. 28 FORCES. (lb) - Max. Comp./Max. Ten. - All ,orce3 250 (lb) or less except wh€n shown. TOP CHORD 2-3=-270t205 NOTES. 1) Wnd: ASCE 7-10i Vult=120mph (gs€cond gust) Vasd=gsmphl TCOL=4.8psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp 8; Enclosed: MVVFRS (envelope) gable end zone: cantilever left and right exposed ; end vertical letl and right exposed; Lumber DOL=I.60 plate grip BOL= 1.60 2) Truss designed Gable End Deta TCLL: ASCE 7-10; Pl=25.0 psf (tlat roof snow); Category ll; Exp B: Padially Exp.i Ct=1 .10 This truss has been designed for greater of min roof live load oI 1 6.0 pst or 1.00 times ,lat roof load of 25.0 psf on overhangs non-concunent with olher live l6eds- for lvind loads in the plane o( the truss only. For studs exposed to wind {normal to the face), see Slandard lndust.y lils es applicable, or consutl qualilied building designer as per ANSI/TPI t. Weight: 299 lb Ff = Eo/o Strucluralwood sheathing direclly applied or &G0 oc purlins' Rigid ceiling directly applied or 1SGo oc bracing. I Rowalmidpt 1542,1H3,1344.1245,'11-46.'l&41 17-39, 18-38,1937 MiTek recommends that Stabilizers and required cross bracing be installed durang truss ereclion, in accordanc€ with Stabilizer tN$f OBEGON \ 2x4 OF No.z 2x4 DF No.z 2x4 HF/SPF Stud/Std 'Except' sT1 3,ST12,ST1 1,ST'r 0.ST9,ST8,ST14,STl 5,STl 6,STl 7,ST18: 2x4 HF No.2 ERACtilG- TOP CHORD BOT CHORD V\EBS 3) 4) 5) All pldes are l.5xi[ MT20 unless otherwise indicated. 6) Gable requires continuous botlom chord b€aring. 7) Gable sluds spaced al 'l-4-0 oc. 8) This lruss has been designed for a 10.0 psf botlom chord live load nonconcunenl with any other live loadg. 9) ' This truss has been designcd for a livo load of 20.0psf on the bottom chord in all areas where a rec-tangle $6-0 lall by 2-GO wide will fn between the bonom chord and any other members. 10) Provide mechanicrl conneclion (by others) of truss to bearing plate capable of wilhstanding 100 lb uplif, at join( (s'12, 42, 43, 44, 45, 46,47,48,49, 50, 51, 52, 53, 54, 41. 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28. LOAD CASE(S) Slandsrd RENEIYS: t7t31t18 August 13,2018 I W,taxfle . V"r;ty d*ign pe.anrcteft andRE D irofES OIJ rHls AND INCLUDED MIIEX REFERENCE PAAE Mil-7,{73 EEFORE USE. Oesigo valid lor !$ onywilh MiTek conn.ctors. This design is bssed only upon parrmEt6rs shon, .hd B lor .n individual building comporc(t- Applicabilrty of design paGmeilcrs snd p.op6. ir@rpo,alion of componont as.6sponsibility ol building de6igo.t- not tru5i d65ig.er. B€cing shown is lor lateral suppod ot iodividual w€b momboE onty- Addition.l t.mpora.y b.acing to anitrB st.bility du.ing @nstrudion ii th6 rc.ponsibiflO ot the e.ectol- Additionalp4rmanenlbrac]ngoflhsov6rallslructucislhorerponsabalityolth.buildingdesignerForg€n6Elguid.n@rcgsrding f€bdcetion. quality control, itoEgc, delivery. c.4lion .nd br.cjng, @nrull ANst/TPll Ourlity Crh!ri., DSB{g .nd Bdglt Bultdh! compon.ntS.ralylolomltion availabtctDmTrusrPlsl€lnstitute,SSSDoootrioDriv6 Madison.WI537t9. A theTRUSSco.nrc. I 8 4 n: Tru ss 7290 B 1GE The Ttuss Co. Eugene. OR 97402 l--r,Tye lcouuoN sueronx, oo, -_ r0-&0 4x4 10 Sale = 1:60 4 37363s3/.33323130 12 2s 28 27 2625 4x6 V'\.lB = )tM 24 23 22 21 20 1o.oo fl,13 14 r5 16 2x1 ll t72x4 ll 2 l8 al:l 'lctg SPACING. 2.$O Plate Grip DOL 1.15 Lumber DOL 1.15 R€p Slross lncr YES Code lRC201siTPl2014 cst. TC BC WB Matrix-R 0.20 0.07 0.'10 OEFL. verr(LL) Vert(CT) Horz(CT) in 0.00 o.00 0.00 (loc) l/defl Ud 18 nh 12o 18 dh 90 20 n/a nla LOADING (ps0 TCLL 25.o (Roof Snow=25.0)TCDL 8.0BCLL O.O LUMBER. TOP CHORO 8OT CHORO WEES OTHERS PLATES MT2O GRIP 1 85/1 48 REACTIONS. Att baarings 21-O-0. (lb) - Max Hoz 37=-226(LC 6) Max Uplm All uplin 1O0 lb or les6 at joint(s) 30, 31, 32, 33. 34, 35, 28, 26, 25, 24, 23, 22 ex.epl 37-148(LC 4), 20:105(LC 5), 36:1 65(LC 8), 2 I =-1 50(LC 9) Max Grav All readions 250 tb or less at joint(s) 37, 20, 29, 30, 31 , 32, 33, 34, 35, 36, 28, 26, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp,/Max. Ten. . All forces 250 (lb) or less except when shovrn. NOTES. 1) Wnd: ASCE 7-10t Vult=l20mph (Ssecond gust) Vasd=gsmph; TCDL=4.8psf: BCDL=4.2psf: h=25fl; Cal. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone; csnlilever bn and right exposod : ond vartical left and righl exposed: Lumber DOL=1.60 plete grip DOL=1.60 2) Truss designed for wind loads in the plane ot the truss only. For studs exposed to wind (normal to the tace), see Slandard lndustry Gabl€ End Dotails as applicable, or consutt qualmed building dcsigner as per ANSlffPl 1. 3) TCLL: ASCE 7-t0; Pr=25.0 psf (rlal roof snoe/); Category ll; Exp B; Parlially Exp,; Ct-l .1 0 4) This truss has been designed tor greater ot min roof live load ot 1 6.0 psf or 1.00 limes tlat roof load of 25.0 psf on overhangs non-€oncurrent wilh other live loads. 5) All plsles are 1.5x4 MT20 unless otheMise indicated. 6) Gable requires conlinuous botom chord bearing. 7) Truss to be lully sheathed from one fac€ or securely braced against laleral movement (i.e. diagonal web). E) Gabl6 sluds spac€d al 1 4-O oc. 9) This truss hss been desiEned for a 10.0 psf bottom chord live load nonconcuneni wilh any other live loads. 10) ' This truss has been designed lor a live load of 2o.Opsf on f he boilom ciord in all areas where a rectangb 3m tafl by 2+O wide will fl between the botlom chord and any olher members.'ll) Providemechanic.l conneclion(byothers) oftrusslobesringplat6€apableof withst€ndinglO0lbupliftatjoint(3) 30,31,32,33, 34, 35, 28, 26, 25,24,23,22 except gr=15; 37=148,20=105,36=1 65, 2 1 =.t50. LOAD CASE(S) Standard webhl: 160 lb FT = 8% St.uc{utalwood sheaihing direclly spplisd or GGo oc purlins, excopl end varticals. Rigid ceiling directly applied or reo oc bracing. 1 Rowatmidpt 1&29,9-30, 11-28 MiTek recommends lhat Stabilizers and lequiaed cross bracing be installed during truss erec{ion, in accordance with Stabtlizer tfi trv 6. t"OREGON ^ 7flet8? 2x4 OF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std 2x4 HF/SPF Stud/Std 'Except' ST8,ST7.ST9: 2x4 HF N0.2. SB1: 2x4 DF No.2 BRACING- TOP CHORD BOT CHORD VlEBS RENEWS: 1A31n8 August'13,2018 i[ wl,axtte . verity desigi patrmele's and READ NO1ES Oil tHls ANO INCLUDED MtrEK REFERENcE pacE iltt.7473 BEFORE USE. Oe.ignvElad tor B. onty *ilh MiT.k cohn€dori. This design is bised only upon param€tcE shown, 3nd ii aor En indivijlal buildlng componenl. Ap-plicsbility ol d€sign pa.ament.6 and pop€r incorpor.lionol.ompooent l6 responsibility ol building d6sign6r. not truss dcrigoei Braclng snwn i9 lo, lat.r.l 3upPql ot andiMdual web m6mbe.r onv. Addational tempo.rry bracing to insu.o st.bility durinE congtrudion is thc icsponsb Xd ot th. ereclor. Additionslgermanenlbracingoftheoverellt{ructur.jslherBrponiibilityoflhebuildingd€rigoeLForEeneralguLdenccregarding tabotal on, quelity €nlrol. slorage, delirery, .reclion end brecing. 6nEult ANSUI?II Ou.ltty Crtt.rl., OBA{9 .nd BCSII Bulldlng componentSat.tylnlom.tlon .vall.blsllomTru6spla(.lnstfld.,563DOrcfiioDrive Msdison.lvl537fg. A theTRUSSco, rr.rc. r1 8 5 7 6 4 3 I r0r 7290 ffre foss Cq --- -li-rru;; lsz __-_ _t _ llruss lype IlComon._t... otv L_, Eugene OR 97102 8.220 5May2920!6MrT.kln(tultn.r.lnc. MdAuSlS !338 r220lg Pege I lD:ph3NBzlsReM60CtrNdXKtrTzTd4Ft-ZliahYiliAwjkCl mwwtna-0k2lSxS46lADM2 I 9lvoFTf 21-O-A e244 4-8-6 .t0 $9.10 +8-6 \-co' 4x! l' S@le = 1:61.24x4 1o.oo F l.sx/t { 3 1.5x4 /t 5 3x1 O fgI 11 20 3x4 = 10 ?tI 36- 3x4=3x10 ll 7-l -1 csr.TC 0.43Bc 0.40 WB 0,27 Malrix-MSH DEFL, Vert(LL) verr(cT) Horz(CT) in (loc) -0.13 9't1 -0.17 $.11 0.04 7 Udefl >999 >999 nla Ud 360 240 nla SPACING. 2.GO Plste Grip DOL 1.15 Lumber OOL 1.15 Rep Strsss lncr YES Code lRC2015/TP12014 LOADING (ps0 TCLL 25.0 (Roof Snow=2s.0)TCDL 8.0BCLL 0.0 ' LUI,IBER. TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 PLATES MT2O GRIP 185/'148 WEBS 2x4 HF/SPF Stud/Std 'Excopt' \ R,W2:2x4 HF No.2 Len 2x6 DF No.2 2+0, Righl 2x6 DF No.2 2-G0SLIDER REACTIONS, (lb/size) 1-8381&s-8 (min. G1-8), 7=906iG$E (min. Gl-8) MaxHoz 1:196(LCa) Max Upln 1:90(LC 8), 7:108(LC 9) FORCES, (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when 6hown. TOP CHORD 2-3:979/138, l4:881t211, 1-5=-8781210,5'6:976/138 BOT CHORD 1-11--147 t789.'l 1-20=01529, 1o-20=0t529, 1tF2 1 =0/529, 9-21 =0/529, 7-9-46/690 VIEBS T't1=.256t211,4-9=-138/399,19--2521211,+11--13914os NOTES, 1) Wind: ASCE 7-10; Vutt=12omph (3-second gusl) Vasd=gsmph: TCOL=4.Epsf: BCDL=4.2psf; h=25ff: Cat. lll Exp B; Enclosod; MwfRS (envelopo) gable end zone: cantilever lefl and right exposed ; end veriical lett 8nd righl exposed: Luanber DOL=1.60 plale grip DOL=1.60 2) TCLL: ASCE 7-'10; Pf=25.0 pst (flat roof snow); Category ll; Exp B: Partially Exp.; Ct=1.10 3) This truss has been designed tor greater of min root live load of 16.0 psf or '1.00 limes llet roof load of 25.0 psf on overhangs non<oncunen'l with other live loads, 4) This truss has been designed for a '10.0 psf bottom chord live load nonconcurenl wilh any other live loads. 5) . This truss has been designed for a live load of 2o.Opsl on ths botlom chord in all areas where a reclaflgle 3-6-0 tall by 2-GO wido will fit between tho bottom chord and any other members, vr'ith BCDL = 7.opsf. 6) Provide mechsnical connec,tion (by others) oflruss to bearing plate capable olwilhstanding 100 lb uplitl etjoint(s) 1 except o=lb) 7= 1 08. LOAD CASE(SI Slandard Weighl: 110lb FT =8o/. Struclural wood sheathing direclly spplied or S7-10 oc purlins. Rigid ceiling directly applied or 1GG0 oc bracing. MiTek recommends that Stabilizers snd required cross bracing bs installed during truss erection, in ac.ordance with Stabilizer lnstallalion ouide- OBEGON BRACING- TOP CHORO BOT CHORD RENEItS: 12t'o1t18 August 13,2018 AI waeruNc - verty d*ign pa*n ele.s an.t RFro t,orrs oN rHJs aND rNcLuo€D MtrEK REFERENIE IAGE Mn.7473 BFFIRE use O€slgo valid lor use onv with MiT€k com.dor!. This de$gn ir bEsrd only upoo p.rumollrs shown, .nd ii for an indivllual buildino comporent. Applkabilify ol dBiign paEment.6 and prcpc. incorpo,ation of @mpon€nt is r€iponlibility of building dc5igoer- nol trus! designer. Bracing $own elor later.l suppo.t olildiyidual wrb membcrs only. Addil6n.l t.mporsry b..cing lo insure stEbilily dudng conclrudion is lhc rerpontibillity ol thE erector- Additional permancDl bGcirE ol the orcrall ilruclu(. ir thc roEpqnsibalily of lhs building designqr. For generel guk ane regardang t bric.lion, quality 6nlrol, storage, daivc.y, crccrion and brachg, conioll ANSIIIPII Oualily Critarlr, OSB-19 lnd ECSll Bulldloo ComPon.nt SaLtylnfom.llon aveilabl.nomTru6iPiatclnstlde,SS3D'OnolrioDriv6.M.diron m53719.theTRUSSco. rNc. tr- -r:11 pv Honles 4 4x4 // 7 iruss B3GR I lruss lyE€ I lCofrmn Glrdrr I 8rucc Wached Custom Homet Job RBterence (o9liona.ll ot ira t12111t19 i 7290 1 15-74 I The Truss Co. Elqene OR 97,102 6.220sM.v29201EMrleklndJstnes,lnc. MonAug 13 13 38 r3?018 Paao t tD:ph3NOzlsReM6oC U NdXKkTz?d4H-lGHyuuiwUT2ZLMtyUElpXLGEmsBtpPmJRooahkyoFze 5-+12 r06-0 ?144.._ ?2-o'0 10oo ll, t1-4 -.... ..m_,-,- . ..0JI- 5-1-4 u.12 27 28 \-o-o' 4x4 \\ 4x4 -S€l€ = 1162.8 3x6 //3)6 \\ 5 6 7 d $IE 5x10 ll JU52l 2?p JUS24 4x6 ll JUS24 21 23 2o r 10 252f. JUS24 - -4x6=4x6 - JUS24 JUS24 JUS24 4x6 ll JUS24JUS21 5x1o l! JUS24 *1)\-t-1)5-t-4 h (loc) 0.10 9,11 4.12 ',t1-12 0.03 7 l/defl >qoa >999 Na Ud 360 244 n/a DEFL, Vert(LL) Vert(CT) Horz (CT) SPACING. 2-GO Plate Grip OOL 1.15LumberDOL 1.15 Rep Stress lncr NO Code lRC2015/TP12014 cst.TC 0-38BC O.77 v\its 0.94 Matrix-MSH LOADING (psf) TCLL 25.O (Roof snow=25,O) PLATES MT20 GRIP 185/148 TCDL BCLL 8.0 0.0 REACTIONS. (lb/size) 1=2656/G.5-8 (min. H-6), 7=17471er8 (min. G$7) MaJ( Horz 1-r96(LC a) Mar Upm 1:962(LC 8),7=-1324(LC 9) Max Grav 1=2656(LC 1),7=2069(LC 3a) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except wh€n 3hown. TOP CHORD 1-2-181 1/600, 2-3-273911209,94=-1 689/1 1 60, 4-5-1 69t/ 1 159, 5€-21 4s/1 5 1 9, *7=1354t897 BOr CHORD 1-2't:93712160,21-22-93112160, 12-22.-93112160, 12-23=-937t2160,2T24=-937t2160, 1 1 -24--937 12160, 1 1-25=-1 16311622, 1G25:1 1 63/1 522, 10-26'-1 16311622. 9-26=-1 I 63t 1622, 9-27 --1 1631 1622, 27 -28=1 1 6Xl 1622, 7 -28-- 1 1 6?t 1 622 WEBS 912=-127t15il, +.'t't:1457t267,4-l 1=-1359/1754, $1'l ={13r/1] , 5-9-708/626 NOTES- 1) Wrid: ASCE 7-'10: Vull=12omph ($'second gust) Vasd=gsmph; TCOL=4.8psf; BCDL=4.2PSf; h=2sfri Cal. ll; Exp B: Enclosed; MWFRS (envebpe) gable end zone; Gantilever left and right exposed : ond verlical lell and rbhl exposed; Lumber OOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-1 0: Pf=25.0 psl (flat rool snow); Category ll: Exp B: Partially Exp.; Ct=1.10 3) This truss has been designed for grealer of min roof live load of 16.0 psf or 1.00 times llat .oof load of 25.0 p3, on overhangs non-r!ncunent with other live loads. 4) This tru6s has been desagned for a 10.0 psf bottom chord live load nonconcunent wilh any other live loads. 5) 'This truss has baan designed for a live load of 20.0psf on lhe bottom chord in all areas where a rectangle 3'6{ lall by 2{-0 wide will frt between lhe botlom chord and sny other members. 6) Provide mechanic€l conneclion (by others) oflruss to bearing plate c€pable of wilhslanding 100 lb uplift arjoint(s) except 1,1t.151 1--962.7=1324. 7) Use USP JUS24 (Wfi 10d nails inlo Girder & t0d nails inlo Truss) or equivalent spaced al z-GO oc max. starling al 1-6-12 Irom the leftendlol&11-4toconnec{trus3(es)A9(1 ply2x4DF).A10 (1 plyZx4 DF),A9(1 ply2x4DF)lofrontfac6of bottomchord. 8) Fill all nail holes Mlere hanger is in contact Wih fumber. 9) ln the LOAD CASE(S) seclion, lo6ds applied to the face of lhe truss are noled as fronl (F) or back (B). LOAD CASE(S) Standard Continued on pago 2 W6ight: 130 lb FT = 87o Slructural wood sheatning direclly applied or 3-7'3 oc purlins. Rigid ceiling dirs€lly applied or &1 1-0 oc bracing. l Rowalmldpt T11,+11 Milek rocommends lhat Stabilizers 8nd r6quirod cross bracing be installed during truss erec{ion, in accordance with Stabilizer lnslallation ouide. OREGON ilt st8? BRACIilG. TOP CHORD BOT CHORD WEBS RENEW$;'il31118 August 13,2018 [. wrlnrlruc . vrdry design pardnekrs ahd READ NofES ON r{.s AND INCLUDED MI1EK REFERENCE pAcE M1t.7473 BETORE USE Dcaign valid to. u* only *ilh MiTak coMeqlo,3. Thls design is baled ody upon per.m.l.rr rhMn, lnd ii to. .n indiviruel building conponlnt. Applicabllity ol dcr8n pa.amcoter3 and p(op€a anco,poralaon oltumpon€nt B r€spon3rbility o, buildi.g dssigner. rct to56 de.ignet. B6cin9 shqwn is lo, lateml supporl ol individqal wcb membe6 only. Addnional tefrporary braclng lo insum slsbility during conrtruction ii lho r.sponr bility ot th€ eteclor. Addilionalpermancnlbracingollheoverallsl.uclurelrthrfesponslbllrtyofthgbuildi.gd.!ign€r,ForgoneElguir.ncorcgarding labdcatim, qualhycolxrol. ddagc. dclivery, erection a^d braqng. @nsull ANSnAI Ou.llty Cdt.rte, osB-tg.nd BCSII Bulldlng Comroncnt Safcty lrtomrilon evailablc fom Truss Plate lhst(Lle. 583 Donofrio Ofive MedBoa, wl 53119. A theTRUSSco. u.lc. 4 4x4 // 2 LUitBER- TOP CHORD 2x,1 DF NO.2 BOTCHORD 2x6OFNo.zVVEBS 2x4 HFiSPF Stud/Sld'Excepl' VIR: 2x4 HF No.2 SLIDER Len 2x6 DF No.2 2-G0, Right 2x6 OF No.z z-GO Jo-b --Truss B3GR iTruss Typb rComon Grrd€r -ev Bruce Wechad Cqstom Horcs (oplionall...- 1124 r::lJt0l 7290 ' f f,a r-t. C-Eugene. OR 97402 LOAO CASE(S) Standard 1) Dead + Snow(bahnced): Lumber lncrease=1.15, Plale lncrease=1.15 Uniform Loads (ptf) Vert 1-4=66, it8=-66, 13-17=-14 C,oncentrated Loads (lb) Vert 12=.598(F) 9=67(F) 21:s98(F) 22:59E(Fl ?3=-598(F) 24=67{F) 25=67(F) 26=67(F) 27=6tlF) 2E=-598(F) 8220 ! Msv29 20l8 MiT.klr.usl.€3 lnc. MonAuO t3 1330 132018 Page2 lD:ph3NBrlsReM0oCuNdXKlrIzid4ti lGHyuuFUI2lLMtyUElpxEGEmiBtpPmJRooahkyoFTe A theTRUSSco.lttc. h/ARr\ili/G -rnd REAO NOIES OII IHis AND INCLUDED HUFK RTFERENCE PACE Mll-7171 BeFoRE ltSF @n5uh S.lety onl'/ with Orivr. Iob iJ t01 7290 The Trus3 Co.. LoAOING 1psr1TCLL 25.0 (Roof Snow=z5.0)TCDL E.O BCLL O.O ' LU"BER. TOP CHORD BOT CHORD V\EBS OTHERS iiruis I I i clGE t_-. Eugene. OR 97402 2x4 OF No.2 2x4 OF No.2 2x4 HF/SPF Slud/Sid 2x4 HFiSPF SIUd/Std io'' io' 17 Bruce Wecherl Cuslofr Hores leb Refereoce aootionBll_.1 4\4 - iTruss Tvoe|" Comq Supptrled Gable ro.oo lrt 23 22 21 20 ,;;;,.,,; I -I8220 !Msv292Ol8 Mrleklnduslies. lnc. MonAJg'3 1318 1a 2q18 Page' lD:ph3NSzlsReM6oCUNdXKtrTzTd4H-VSrK6EkYFnAQzVSS'l xp24RpTaGiTY3hSggxBDAyoFTd r.0-0 7,+0 1-G0 S€le = r:40.0 6 10 11 3 t2 J q r3 l"c 21 16 l5 14 PLATES MT2O GRIP '185/148 REACTIONS. All bearings 14-G0. (lb)- Max Horz 24=-165(LC 6) MaxUplift AlludinlOOlborlessatioinl{s) 24,14,20,21,22.ft'17, l6except23=-106(LC8)' 1s=-101(Lc 9) MarGrav All reactions250lborlessatjoin(s) 24,14,19,20,21,22.23, 18, 17, 16, 15 FORCES. (lb) - Max. Comp.iMax. Ten. - All forces 250 (lb) or less excepl when shown. NOTES. 1)Wind:ASCE7-10:Vult=1zomph(Ssecondgusl)Vasd=gsmph;TCDL=4.8psf;BCOL=4.2psf;h=25t1;Cal.ll,ExpB;Enclosed;. M\,!FRS (€nvelope) gable eni zone; canlilov8r lefl and righl exposed ; end vertical left and righl exposed: Lumber DOL=I.60 plate grip OOL=1.60 2) iruss dosignod for wind bads in the plane ot the tru$ only. For sluds exposed to wind (normal to the face), see Standard lndustry Gabte End Delails as applicable, or consull qualiliad building dssigner as Per ANSI/TPI 1. 3) TCLL: ASCE 7-10: Pf=25.0 pst(flat rootsnow); category ll: Exp Bi Partislly Exp.; Cl=1.10 4) This lruss has been designed forgrealerofmin lootlive load of t6.0 psfor 1.0o times flal root load of 25.0 Psfon overhangs non-concunent with othe, live loads. 5) All plales are 1.5x4 MT20 unless otheMise indicated, 6) Gable .equkes continuous bottom chord bearing. 7) Truss to b€ fully sheathed trom one fac6 or securely braced against laleral movement (i.e. diagonal web). 8) Gable studs spac.d at 1-1-0 oc. 9) Thas truss has b€en designed for a 10,0 psf bottom chord livo load nonmncurent with any other live loads. 10) ' Ihis truss has been designed for a live load ot 20.0psf on lhe bottom chord in all areas where a rectsngle 3-6-0 tall by 2-G0 wide will fd between the boltom chord and any other members. 11) Provide mechanical conneclion (by ofhers) of truss to bearing plate capable of withstanding 100 lb uplifl at iointlsl 21 14, 20, 21 , 22. 18, 17, 1 6 exc€pt (it=lb) 23=106, 1 5=101. LOAD CASE(SI 9q66661{ I W,nArutlc-Ver;rydl\ignparamete$andREAOiTOTESOT,ITHISAND]NCLUDEDMtfEKREFERENCEPAGEnl-7n73AFF1RFUsE. Desion valid fot u!c onv with MiIek conf,rdors. This d.sign ai brr6d only upon paEmelerr 5hown. add is for af, individual blilding cmponenl. Applicabilrty ot design paramefierr and prcp€r incorloration ot compomnt is.esponsibility ol building de5igner - not tru35 desi!nel. Etacing !hown i3fortaieralsuppo(otindavidualwebm6mb6Eonly. Altdi(ior.l16mpor.ryb.aci.gtoinsur.staUlitydudng@nstrudionbthertiponsibilitrolthe ercclor. Additional pemancnt b.aqng ot th. ov€rall s{^Jdure i6 lhg .e5pon.ibility of the building designor. For general guidance lcga(dino fabricalion, quahy antrcl, 3toiagc, deli@ry, .r.clion and b...ang. onsull ANSlfiPlt Qu.lity Cd(ad., DSB-89 .nd BCSII Bulldlng ComPon.nt Srftty lntomrtlon availablc from Ttuss Plale lnstalule SE3 Doootrlo Dtiv6, Madisn. W 53719. Weight: 89 lb Fr = ,a/o Struc-luralwood sheathing directly aPplied or GGo oc Purlins, exc€pl end verticals. Rigid ceiling direclly applied or &&0 oc bracing. MiTek recommends lhat Stabilizers and requi.ed fioss bracing be inslalled during lruss erection, in eccordance with Stabilizer OBEOON 7h 6t82 BRACING. TOP CHORD BOT CHORO RENEWS: 12131118 August 13,2018 SPACING. 2.GO Plate Grip ool I .15 Lumbor DOL 1 .15 Rep Stress lncr YES Code lRC2015/TP12014 cst.TC O.12BC O,O5wB 0.13 Matrix-R OEFL. Vert(LL) verr(cT) Hotz(CT) in 0.00 -0.00 0.00 (loc) 12 't2 14 l/d6fl Ud tlt '120 n/r 90ry'a nla A theTRUSSco. ruc. 4 I 5 l1?51 I .___J Truss c? Job lTruss Tvee iCol]m 10.0o ir2 1"o 2 Btuce Hemes J 1017290 Th. Iruss Co. Eugene OR 97402 RelerqDge (oDtional) lr24 S€le= 1436 8.220s Mav29?0lEMr-.(lndusms lnc MonAuq l3'3'38 152018 Ptgc t ID ph3NBzlsR€M60CUNdXKtrlzTd4H-ztOlJ8lA05lHbf1LbeKHdLYEgzHHVScvKHhrndvoFTc l-G0 7+0 4x1 AxA // 7 1.5x4 | 17 7ff 4x4 \ 3xlo ll 3 J -1 t:l- 15 3x10 ll 7M in 0.08 {.09 0.04 (loc) 7-1 0 7-10 6 Ydefl >999 >999 n/a Ud 360 240 fila OEFL. Vert(LL) Vert(CT) Hoz{CT) SPACING. 2.SO Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Slress lncr YES Code lRC201s/TP12014 cst. TC BC WB Matrix-MSH 0.45 0.39 0.18 LOADING (p6r)rcLL 25.0 (Roof Snow=25.0)TCDL 8.0BCLL 0.0 t LUMBER. TOP CHORD BOT CHORO WEBS SLIDER 2x4 DF No.2 2xrt DF No.2 2x4 HFiSPF Stud/Std Len 2x6 DF No.2 2+0. Right 2x6 oF No.2 2-o0 BRACING. TOP CHORD BOI CHORD Slruc'turalwood sheathing direclly applied or 6-G0 oc purlins. Rigid ceiling direclty apdied or 1GG0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erec{ion. in accordance with Stabilizer OREGON lri 6ri2 REACTIONS. (lb/size) 6=558iGs-8 (min. Gl-B). 2=528&98 (min.0l-8) Max Hotz 2=135(LC 5) Max Uplin 6-58(LC 9), 2-77(LC 8) Max Grav 6=578(LC 17),2-640(LC 16) FORCES, (lb) - Max. Comp./Max. Ten- - All lorces 250 (lb) or less except when shown. TOP C HORD 2-3-27 5t239. 34=6221 122, 4-5=-526t1 21. 5-6--26911 88 BOT C HORO 2-16-21J427 ,7-16:21A27 ,7.17:211427 ,6'17='211427 V\,EBS 47=O1319 NOTES- 1) Wnd: ASCE 7-tOl Vult=1zomph (3-second gust) Vasd=gsmpht TCDL=4.8psf; BCOL=4.2psl; h=25ft; Cat. ll; ExP B: Enclosed; . MWFRS (envelope) gabte end zone; centilever lefl and right exposed ; end venical left and right exposed; Lumb€r O0L=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-'10; Pf-25.0 psf (flat roof snow); Category ll: Exp B; Partially Exp-; Ct=1 .10 3) This truss has been dssi0ned for greater o{ min roof live load of '16.0 p3f or 1.00 limes flat root load of 25.0 Psf on oYerhangs nonroncunent with other live loads. 4) This truss has been designed for a 'lO.O pst bottom chord live load nonconcunent with any other live loads. 5i ' This truss has been deiigned for a live load ol 20.0psl on lhe bottom chord in 8ll areas where a rectsnglo 3-6.o tall by 2-$0 wide will fi between the botlom chord and any olher members, with BCDL = 7.0psf. 6) Provide mechanical connection (by otheis) of truss to bearing plate €pable of withslanding 100 lb uplafl at join(s) 6, 2. LOAD CASE(S) Standard RENEWS: 1A31118 August 13,2018 A theTRUSSco.tNc. PLATES MT20 GRIP 1 85/148 2 4 c c 5 6 Weight: 62 lb Ff = 8% WARNIA'G ,and ReAD NofF-s otl fHls AND INCLUOED MI|EK REFERENCE PACE Nl'l173 AEFORE I|SF d6signfr. Truss I C3GR lTruss Type I:Comfion Gtrdet I rc.oo 12 xra ,2 [''' 8.220 sMav29?Ol8Mrtek lndustdes lnc. MonAsg 13'3 38 162018 P6ge 1 lD.ps3NSztsReM6oC trNdXKtrTzTd4H-Rry4XvlonOQSCpcXgMrt EsuiG3DM0sKlT-0tl3yoF7b loty - 1 Btuce Wech€d Cutlofi Homos 146-6 2 The Truss Co. Eugene OR 97,102 i-q4_ 3.{4 1G.4.1 -34-4 T7-12 S€le = 1:45.54x4 ll 2? 23l0 3x4 \ 6 4x4 'i'4x4 i\ 3 d,.1 l:t: 24'rr21 3xG ll HUS26 HUS26 7ro = I 3x6 ll HU326 axt2 Ll Hus26 HUs26 4rr2 ll HUSz6 a-7.1'u cst. TC BC WB Marrix-MSH 0.49 0.79 0.57 in (loc) -0,06 1G.11 -0.r0 1G.110.03 I Uderl Ud>999 360>999 240nla n/a DEFL. Vert{LL} Verl(CT) Hoz(CT) SPACING. 2-GO Plate Grip DOL 1.15 Lumber DOL ,l.15 Rep Stress lncr NO Code lRC2015/TP12014 LOAOING (psf) TCLL 25.0 {Roof Snow=25.0)TCOL 8.0BCLL O.O LUMBER. TOP CHORD BOT CHORD VVEBS SLIDER REACTIONS. FORCES. (tb) TOP CHORD BOT CHORD V\iEBS NOTES. PLATES MT2O GRIP r 6s148 2x4 DF No.2 2,(6 DF No.z 2x4 HF/SPF Stud/Std .Excepl' t E: 2x4 HF No.z Left 2xE DF No.2 2-&0, Right 2xO OF No.2 2"G0 (lb/size) 8=4925/G5-s (.nin. G4-t), 2=4E68/0"i8 (min. G+0) Max Hor8 2=135(LC 21) Max Uplifl 6*626(LC 9), 2=428{LC E) - Max. Comp./Max, Ten. - All lorces 250 {lb) or less excepl wften shown. 2-3:31 62/397, *-U29n fi .,t-5=4060/590, 5-6=-4062590' 67 --546Ot7 20, 7-8-331 1/413 2-20:5s6/4036,11-20--556/4036.11-21='556/4036,21'22-55614036' 1G22=-556/4036' 1 S23:503/4068, 923-503i4068. $24=-503/4068, 6-24='503/4008 $10=€68/4812. S1O-'1402/286. 6'9=24111887 , 4-10=1355t278, 4-11--235t1847 weight: 181 lb FT = 8% Slructural wood shealhing directly applied or tG"'10 oc purlins. Rigid ceiling directly applied or lGGo oc bracing. onEooN BRACING' TOP CHORD BOT CHORD I ) 2-ply truss to be connected together with 10d (0.131"x3") nails as followsr Top chords connecled as tollows: 2x4 - 1 row at +$0 oc. Bottom chords connecled ss follows: 2xO - 2 rows slaggBrad at GGo oc webs connected as follows: 2x4 - 1 row al G'$.0 oc. 2) All loads are considerad oquatly applied to all plies, except if noted as lronl (F) or back (B) lace in the LOAD CASE(S) sedion. Plv lo ply conn8ctions hava bean provided to distribute only loads noted as (F) or (B), unless otherwise indiBted. 3) Wnd: ASCE 7-10; Vutt=12dmph ($second gusl) Vasd=gsmph; TCDL=4.Epsf: BCDL=4.2psl: h'25ft; Cat. lli Exp B; Enclosed; MUiFRS (envelope) gable eod zone: cantilever len and right exposed i end vertical left and .ight oxposed: Lumber OOL=I.60 plate grip DOL='I.60 4) iCLL: ASCE 7-10i Pl=25.0 psf (flal roof snow); Category ll; Exp B; Partially Exp.; Ct=1.10 5i mis truss has been designed lor greater of min roof live load of 16.0 psf or 1.OO limes flal roof load of 25.0 psf on overhangs non-concunent with olher live loads. 6) Thig truss has been designed lor a lO.0 psf bottorn chord live load nonconcurent wilh any othel live loads. Zi . Tnis truss has been deiigned for a live load of 2o.Opsf on the bottom chord in all areas where a reclangle 3'GO tall by 2-&0 wide will frt betwean the bottom chord and any otier members. 6) provide mechanical conneciion (by otheis) of truss to besring plate capablo of withstanding 1 00 lb uplitl at joint(si excepl (l=lbi E=626,2=628. 9) Use USp HUS26 (Wth t6d nails into Gkder & 16d naits into Truss) or equivalent spaced al 2+O o€ max. slarting al 2'S12 trom the leftendlol2-sl2toconnecltruss(€s) A2 (1 ply2x4 DF),43(1 ply2x4DF)lofrontfaceotbottomchord. 10) Fill all nail holes where hanger i$ in conlact wilh lumber' -LOAD CASE(S) Slandard Continued on Pa'ge 2 A RENEWS:1231118 August 13,2018 I waauve - v.r;ty d*ign paranpters and READ NofEs oN ftrs aNe tNcr :JDED HtrEK REFERENcE PAGE tlll-?471 BEFoRE usE. Disiqn velid tor us6 only wilh Mirek connedots' This de! gn is bascd onty upoo parameler3 sh*n and is lor a0 individual bu lding component' rpptil"uW.i aiiig" iiam6ntere 8nd proper if,coporariJn of rcmpone;t ii responslbilig ot building.daeigner - mtlrusi designor. Bracing thorn isrlrtafoaisupporiofindiMdurlwebmimoeeonly. Aduitionaltempoarybracingtoinsrrestabllitydurlngcon$lddionillharsspoosibillityotlhe e,"aoi. iaaiti[i"tpurrensntbrssngofrheoveraitttruaureistheiespo;sibilrtyoalhetru]ldilgdesiqnetForgcne.algurdancEl.gsrdilg iao,t"rion, qu"fitv dontrol, srorage, dilivory, ercction .nd bracing. consuh ANSlfiPh ouellty crttcria, DSB-8g.nd BCSI1 Bulldlng ComPoncnl salety lnlor;at6n svallable lrom TruEs Plate lnslitue, 583 O'Onofro Dnve. filadison. W 5371 9.theTRUSSco.Ittc. 5 4 : I a C3GR The Ttuss Co. Eu0cre OR 97402 wttrerr 6u-rtom xo-es 29 lnc- Mon LO^D CASE(S) Standard 1) Uead + Snow (Ualanced): Lumber lncrease=l.1 5, Plate lncrease= 1.15 Uniform Loads (pt0 . vert: 1-5:66. !E=.66, 12-16=-14 C.onc€ntraled Loads (lb) Vert: 9-1432(F) 2O=-1445(Fl 21--1432(F) 22=-14321F1 23--1432(F\ 24:1432(F) A theTRUSSco.ruc. WARNIN1 - V.rify dsiqn parameters eod READ No/fS Ol, rAtS Al\,lD ,NCl UDFO |,llfFK RFFTRENCE PAGE tl!Ltn|| SEFORF USE us only wdh MiT€k cooneclors.a! bo3ed slruciule ercclion and Madison. -Tns - DIGE tTruss Type GABLE B.oo [it 3x6 | 3x4 lz i Iil i 47531211 otv I i'''Btuce Wacheat Cu3lofr Hodes , --.Job Reference (aBliqnel) The Truis Co.. Eugene. OR 97402 x l-0-0 6-G0 02203May29201EMrl.klndullts, lt. MmAuq l3 13 38 1r2018 Pas l lO.ph3NBzlsReM60CUMXKtrTzTdill-wlWSkFmQYiY?qzAi13Mlh4Rz,l ghlPYvMdmoq\toF?a_-_ r___,_ ___ gg____=___-__#- sxE r- SGle = 1130.3 3x6 I 3x6 6 3x6 ll Nj 3x4 i: 8 IN t+ 11 '1.5x4 ll 12 1.5x4 ll tl t.5x,l tl 1.5x4 ll 13 'l.5x,t ll 10 4x54x5 liff ffi cst. TC SC WB Malrix-RH 0.13 0.33 0.18 DEFL. Vert(LL) Vert(CT) Hoz{CT) in (loc) Udefl Ud-0.02 14 >999 360 {.04 14 >999 2400.01 I nla nla SPACING. 2.GO Plste Grip OOL 1.15 Lumber DOL 1,15 Rep Stress lncr YES Code lRC201s/TP12014 LoAOING (ps0 TCLL 25.O (Roof Snow=25.0)TCOL E.OBCLL O,O LUMBER. TOP CHORD 80T CHORO VVEBS OTHERS 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Slud/Std 2x4 HF/SPF Slud/Std REACTIONS. (lb/size) 2=544iG!8 (min. G1-8), B=544/G3-8 (min. G1-8) Max Hotz 2=94(LC 7) Max Uplin 2:80(LC 8), 8-80(LC 9) FORCES. (lb) - Max. Comp./Max. Tan. - All lorces 250 (lb) or less oxcept when shown. TOP CHORo 2-3:555157 ,3-4=435i77, +5=-453/106, 5{=-455/104, 6-7436n7,7-8=-557156 BOT CHORO 2-14:10/383, t}l4=-10/3E3, 12-13=-10/382, 1l-12:10/384, 1Gl1:10i385, 8-10=-1 0/385 WEBS *124U308 NOTES. 1) Wnd: ASCE 7.10: Vult=l2omph ($second gust) vasd=gsrnphi TCDL=4.Epst: BCDL=4.2Psf; h=25fl; Cal. ll: Exp B; Enclosedi MWFRS {envelope) gabls end zone; csntilever bn and right exposed ; end verlical lett snd ,ighl exposed; Lumber DOL=I.60 phto grip DOL=1.60 2) iruss <lesiqned for wind loads in th6 plafle of the truss only. For studs exPosed to wind (normal to the face), sea Standard lndustry Gable End Detaits as applicabl€, or consult qualifisd building dosign€r as Psr ANSI/TPI t. 3) TCLL: ASCE 7-'10; Pf=25.0 psl (flat roof snow); Calegory ll; Exp B: Partially Exp.: Ct=1 "l O 4) This lruss hes been designed for grealer of.nin roof live load of 16.0 p6t or !.00 limes flat roof load of 25.0 psf on overhangs non-concunenl wilh olher live loads. 5) Gabto studs spaced al 1-4-0 oc. 6) This truss has been designed lor a 10.0 psf botfom chord live load nonconcunent with afly other live loads. 7) 'This truss has been de3igned ror a live load ol zo.Opsf on the bottom chord in all areas whore a roctangle 3-M tall by 2-G0 wide will fit bctween the bottom chord and any other members. 8) Provida mechanic€l connection (by others) ol truss to bearing plate capable of wilhstanding 100 lb uplift at ioinl(s) 2, 8. LOAD GASE(S) Standard PLATES GRIP 185/'l4EMT20 WEight: 72 lb FT = 8% Slruc{ural wood sheathing direclly applied or GGo oc purlins. Rigid caitng directly applied or 1&G0 oc bracing. MiTek recommends that Slabilizers and roquired cross bracing be installed during truss eredion, in accordance with Stabilizer ONEGON i;1 6102 BRACING- TOP CHORD BOT CHORD RENEYUS: 12131118 August 13,2018 ,[. wlnluun - Ve;tf d.sign paraneters and READ NOfEs ON tHlS ANA NCLUDED MI1EK REFERENCE PAG€ l4tl.Un AEFORE LISE Oeilgn valid lor use only wilh MrT€k conncctorr. This design is bared only upon paramete.s rhwn, 6nd is fo. an individusl building componcnl. Appllcrbility ol design paramcnteri and proper in@,To.alion of @mpone^t ii responsibility ot building designor - not tdsE designcr- Bracing 3hown iitorlateralguppo(oflndividualwebmembe,sonly- Addilion.lt.mporarybracinEtoinsurorl.bilitydudno@ndrucljoniilhorasPilsrbiflityofthc e€cto.. Additionalp€mancntbracinggllheoverallstructureisthe.csponsibilityolthebuildingd€ignor.Forgon6l.lguidgncoroga.ding fabrlcetion, quality donlol, itorage, dalivcry. ereclion and bracing. corlull ANSlfiPh Oo.llty Crir.dt. OgBJg.nd BCSh Bulldlng CooPonent srtcty lnfomrtlon available trom TruE. Pl.tc lnslitutr, 583 Donofrio Orivc. M.dison, W 537 19- A theTRUSSco.tnc. , .t-Go 4 7 3 f T t Job J101?290 --Itjc Trusr Co -l-Trusl--' I l02 I 0tvllruss lype I lcoMMoN I 4x4 3 Plv 8rucc Wecie.l Cuslam Homes Job ' r-Go |2414751 S@le = t:29.1 Eugeno OR 97402 IDq-90 _, 6-G.0 a.oo llz I FT,I*: I I ! I I Itk iJ t E 6 '1.5x4 ll 3x{3x4 LOADING lpsfyrcLL 25.0 (Roof Snow=25.0)TCOL E.O ECLL 0.0 ' LUi,lBER. TOP CHORO BOT CHORO WEBS PLATES MT2O GRIP 185/148 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std - Max. Comp.iMax. Ten. - All forces 250 (lb) or hss excepl when shown. 2-3:588/88, 3-4:588/88 2-6-131407 .tr--13/4'07 BRACING. TOP CHORD BOT CHORO Weight: 44 lb Ff -- 8% Struclural wood sheathing directly apPlied or sGo oc purlins. Rigid ceiling d'rec'tly epplied or 10-G0 oc bracing. MiTsk recommends that Stabilizers and required crosg bracing be installed {turing truss ereclion, in accordance with Stabilizer OREgON 1t16;82 REACTIONS. (lb/size) 2-546/C3-8 (min.G1-8),4=S6/$3-8 (min.0-1-8) Max Horz 2:98(LG 6) Max Uplin 2:7e(LC 8). 4=78(LC e) FORCES. (rb) TOP CHORD BOT CHORO NOTES- t) Wnd: ASCE 7-10: Vult=1 2omph ($second gust) Vasd=gsmph; TCDL=4.6psf; BCOL=4.2psf: h=25ft; Cat. ll; ExP B; Enclosed: MV\FRS (envetope) gable end zone; cantilever lefl and righl exposed : end vedical left end right exposed; Lumber DOL='1,60 plate grip oOL=1.60 2) TCLL: ASCE 7-'l0i Pf=25.0 psl (flat roof snow); Category ll, Exp B; Partially ExP.; Ct=l.'10 3i This truss has been designed lor gre8ter of min roof live load of 16.0 p$f or 1.00 times flsl roof losd of 25.0 Psf on ovefiangs non-concurent with othcr live loads, 4) This truss has been designad for a 'l O.O psf bottom chord live load nonconcurrent wilh any othcr live loads. 5) . This truss has been dosignod for a live load of 20.Op3f on the bottom chord in all arsas whord a roclangle 364 tall by 2-GO wide willfrt between the botlom chord and 8ny otnet members. 6) Provide mechanical conneclion (by others) ot truss to bearing plala capable of withstandinE 100 lb uplifl at ioint(s) 2, 4. LOAD GASE(S) Slandard RENEWS: fl31118 August 13,2018 $ WnaNWe - V"aty d*ign parameters aad R€AO ArO IE.s Oi, rH,s AND INCLUDED $rTEK REFERENCE PAGE htlt-747i EEFORE UsE Ocsig^ vElid lor uss only sdh MiTok Eonncclo6. This delign is bared only upon paramsl..! 5hown, rnd ii for an indiMdusl building cmporenl. Applicability ol d€sign p..am.nt6,s.nd prop€r i.@rporation ol cmponed l!.aipssibilily or blilding dsdgne.. rcl lruss de5ig.er. Btac ng lhown isl,orlat€ralsuppodolindiMdualwebm6mbe6ooty. Addilionallcmporarybracltrqloinsur.stahlityduring@.struclionittherespoosibillity0llhe eteclor. Additionalparm.nontbrEcingollheorerallst.uctureistherespMsibilityotlhebuildinEdarign€r.Forgoner.lguidarcercgarding fabdiation, quality conlrol, rtorage, dolivery. crection and bracing, consult ANSUTPIi Auallty Crn€ri., OgB.tg af,d BCSI1 Eulldlng Componcrt Srl.tylntom.tlotr.v.il.blolrmTruE!Pl.lclnslitde,583D'OnoltoDriv..Madlson,Wl537l9. A DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) 0.04 G9 -0.06 &120.00 4 l/defl >999 >999 nla Ud 360 240 .Va SPACING- 2.GO Plate Grip ooL 1 .15 Lumb€r DOL 1.'15 Rep Stress lncr YES Codo lRC2Ol5ffPl2014 cst. TC BC WB Matrix-MSH 0.36 0.34 0.1 3 theTRUSSco.tNc. 12-O-O__ &0-0 4 2 5 Symbols Numbering System A Gelrer 4llsatety Notes Failure to Follow Could Cause Property Danrage or Perconal lnjury PLATE LOCATION AND ORIENTATION 1 l;',Center ptate 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. For 4 x 2 orientation, locate plates 0- tr,u" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location detaals available in MiTek 20/20 software or upon reguest PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular lo slots. Second dimension is the length parallel to slots. LATERAL BRA.CING LOCATION lndicated by symbol shown andior by text in the bracing section ofthe output. Use T, I or Eliminator bracing if indicated. BEARING lndicates location where bearings (supports) occur. lcrns vary but reaction section indicates joint number where bearings occur. lndustry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing. BCSIl : Building Component Safety lnformation, Guide to Good Practice for Handling, lnstalling & Bracing of Metal Plate Connected Wood Trusses. I e4-8 I dimensions shown in ft-in-sixteenths (Drawings not to scale) TOP BOTTOM CHORDS 5 JOINTS ARE GENERALLY NUT'BEREOILETTERED CLOCKWSE AROUND THE TRUSS START]NG AT THE JOINT FARTHEST TO THE LEFT. CHOROS AND WEBS ARE IDENT]FIED BY END JOINT NUMBERS/LETTERS. PRODUCT COOE APPROVALS ICC-ES Reports: ESR-1 31 1, ESR-1352, ER-5243, 96048, 9730, 95-43, 96-31, 96674 NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 94324 O 2006 MiTek@ All Rights Reserved 1. Ad(;tional stLbility,)rac ng for tn ss systen, e.g. diagonal orX-bracinL, i$ alwald rlquL€J. Sce BCSI1. 2. Truss bracing must be designed by an engineer. For wide lruss spacing, individual laieral braces themselves rr?y requre brac'ng, or iltefnative T. l. or Eliminato, bracft g should be,lonsi/eret- 3. Neve. Fx.red lhe rtesigl ' loadlrl.J shown and never slack materials on madequately braced lrusses. 4. Prcvide copies of this truss design to the bualdang designer, ereclion supervisor, Pmp€rty olnner and all olher inter€sled parties. 5. Cut members to bear tighlly against each other. 6- Plac6 plales on each fac€ of lruss at each ioinl and embed fully. Knots and wane at joinl locations are regulated by ANSUTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless othelwise noted. moisture content of lumber shall not exceed 19o/o at time of fabricalion. 9. Unless expressly noted, this design is not aPPlacable for use with fire relardant, preservative lreaed, or green lumber 10. Camber is a non-slruciural consideration and B lhe responsibility o( truss fabri:ator. General practice is to camber for dead load defleclion. 1 l. Plale type, size, orienlaiion and location dimensions indicated are minimum plating requiremenls. 1 2- Lumber used shall be of the species and size' and in all respects. equal 10 or better than thai speciried, 1 3. Top chords must be sheathed or pudins provided ai spacing indicated on design, 14. Bottom chords require lateral bracing at 10ft. sPacing, ot less. it no ceiling is installed. unless otherwise noted. 'l 5. Conneclions nol sho,vn ate the resPonsibility of others. 16. Oo not cut or alle|lruss member or plde without Prior approval of an angineer. 17. lnslall and load vettically unless indicated othenilise' 'lE. Use ol oreen or treated lumber may pose unacc€Ptable environ-mental. health or performance risks. Consult with projec{ engineer before use. 19. Revieu/ all portions of this desiEn (fiont. back, words and pictures) before use. Reviewing Piclures alone is not suflicient. 20. Oesign assurnes manufaclurc in 3c@rdance with ANSI/TPI 1 Quality Criteria. 2 3 4oua)I 0-oF otoIo 0-oF 8 6 theTRUSSco. INc, 1 t_ WEBS ooIooIO) 2-0G.00 TYP. N @oo Io LIJo oo t--oIlo a( a qRT 2-05-08 co tooI|o HATCH LEGEND RAISED CEILING 2 RAISED CEILING 1 oooo N $ GE oooo N r @r @ Istoro rsrr) duz fz Uzo fc EU dI -.}5 Ee =>PUiT --oeFp;gco - c o 3 g id I efic qfi(/)tr(sE=c oE-.ioF eo o(I):i6C(UE:o .UE PTI E E EEE iEo b 9 E;=3p E'7 !EEEe 3 es *=!E(D--O "BE OEq il, z dU dr Eo oo)Nt-ro -) dUo f,z 6o t@ g to -)-) ROOF NOTES: COMPOSITION ROOF ROOF PITCH: 8112, 10112,3112 OVERHANG: 1-00-00 TOP CHORD LIVE LOAD: 25 psf TOP CHORD DEAD LOAD: 8 psf BOTTOM CHORD DEAD LOAD: 7 psf WIND LOAD & EXPOSURE: Vult 120 mph - Exp. B TRUSS TO PLATE CONNECTION BY OTHERS LAYOUT NOT TO SCALE @roN N @ UF oz 5o ao EoI Eo U' J O Eo -Coo =o() f 6 .= =C(o L LL to oCoo,f uJ t'EE oo !o 0)z @r O) s riliF 6 GENERAL NOTES I THIS DRAWNG PROVIDES TRUSS OIMENSIONS AND LOCATIONS ONLY AND SHALL ALWAYS BE USED IN CONJUNCTION WTH APPROVED ARCHITECTUAL AND STRUCTURAL DRAWNGS THE GENERAL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN WRITING AND BE RESPONSIBLE FOR REPORTING ANY DISCREPANCIES TO THE MANUFACTURER PRIOR TO FABRICATION, TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING ARE IN PLACE AND FASTENED. FOR ERECTION AND BRACING RECOMMENDATIONS. SEE THE ENCLOSED BCSI-B1 & BCSI.B3 SUMMARY SHEETS. BEFORE INSTALLING TRUSSES. REFER TO lNDtulnUAL FiIGINEERFD TRUSS DRAWNGS, LOCATE THE TOP AND BOTTOM CHORDS. AND PLACE TRUSSES ACCORDINGLY. BRACE INDICA;ED CTi Ti.{E ENGINEERED TRUSS DRAWNGS IS MANDITORY AND PERMANENT, FOLLOW PROJECT ENGINEERS / DESIGNERS INSTRUCTION ON TIE DOVV}IS. NAILING AND OVERALL SWAY BRACING. 6 DO NOT CUT, ORILL, OR ALTER TRUSSES IN ANV \^/\V IMTHOUT WRTNEN AUTHORIZATION FROM THE TRUSSCO & 'UILD:NG SUPPLY, THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY J.: ANY ALTERATION OF A TRUSS WTHOUT V1/RITTEN APPROVAL FROM TI]E TRUSSCO & BUILDING SUPPLY, SUPERIMPOSED LOADS: A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED. 8. CONCENTRATED & UNIFORM LOADS DUE TO CONSTRUCTION AND/OR OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY THE TRUSS DESIGNER AS TO WEIGHT AND LOCATION, C. LOADS SHALL NOT BE SUSPENDED FROM THE BOTTOM CHORDS OF TRUSSES UNLESS THE TRUSSES HAVE BEEN OESIGNED TO SAFELY CARRY THE APPLIED LOAD, TMPORTANT: 1. SEE BCSI-B1 SUMMARY SHEET FOR HANDLING, INSTALLING, RESTRAINING AND TEMPORARY BRACING REOUIREMENTS, 2. SEE ENGINEEREO TRUSS DRAWNGS AND SUPPLIED BCSI-B3 FOR PERMANENT ERACING REQUIREMENTS 2 3 4 5 !I!Oaz o: o- - o'I - 9r qYd6.:9i7 uiroo !:'>d- 6,= O I!EE3{iq'-:Eo'EEil|ll q) q =q! o) 6E .9o oI }INEERING SHEET a I I )t,{, , LAYOL<-- 2-05-08 2-00-00 53-06-00 22-11-08 1 2-00-00 1 8-06-08 1 0-09-08 1 5-00-00 '14-00- 53-06-00 oooo o) oooo st$ ooI(oo a 1 D1 GEI I @oIlr)o N oo (aoIo I 6-00-00 A o oo (.)o C.l o aa u (oooc)Ilr) oo (ooI F. ''t2-06-0021-00-00 ooI(oo N oo @o NN TRIANGLES ON TRUSS ENDS INDICATE LEFT END OF TRUSS ON CORRESPONDIN r--r-t- -l--l I + I ,ir I 'r l I I