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Home My WebLink AboutPermit Building 2019-12-04OREGON Web Address: www.springfield-or.9ov Building Permit Residential 1 & 2 Fam Dwelling (New Only) Permit Number: 81 1-19-OO2496-DWL IVR Number: 811005465928 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54L-726-3753 Email Address : permitcenter@springfield-or.9ov SPR.INGFIELD tb Permit Issued: December 04,2OL9 Category of Construction: Single Family Dwelling Calculated Job Value: $237,022.2L Description of Work: New SFD Lot 5 SAME AS 4255 Horace Type of Work: New Worksite Address 4294 HORACE ST Springfield, OR 97478 Parcel 1802052406305 Owner: Address: BRUCE WIECHERT CUSTOM HOMES INC 3073 SKWIEW LN EUGENE, OR 97405 Business Name BRUCE WIECHERT CUSTOM HOMES INC - Primary OREGON CUSTOM PLUMBING INC COMFORT FLOW HEATING CO L&EELECTRICINC License ccB ccB CCB CCB License Number TOL7L7 19 1 104 460 t05475 Phone 541-686-9458 54t-434-tt46 541-726-0100 541-933-2598 Permlts explre lf work is not started withln 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-OOlO through OAR 952-OO1-OO9O. You may obtain copies of the rules by calling the C€nter at (5O3) 232-L9A7. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 7O1.O1O (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 593.01O-O20 (Plumbing). printed ont t2l4/!g page 1 of 5 Cr\myReports/reports//production/01 STANDARD TYPE OF WORK JOB SITE INFORIT{ATION LICENSED PROFESSIONAL IN FORMATION PENDING INSPECTIONS Permit Number: 81 1-19-OO2496-DWL Inspection 2999 Final Mechanical 3999 Final Plumbing 4999 Final Electrical 9504 Curbcut - Standard 9508 Sidewalk 1530 Exterior Shearwall 1260 Framing 2300 Rough Mechanical 3170 Undefloor Plumbing 4500 Rough Electrical ]-O2O Zoning/Setbacks 1090 Street Trees 1110 Footing 1160 UFER Ground 1220 Undedloor 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 4220 Electrical Service 4140 Underground Electric 2200 Underfloor Mechanical 1120 Foundation 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 Pending Inspection Group 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell Public Works Public Works 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1-2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1-2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell 1_2 Famdwell Ptinted oil 12/4119 Page 2 of 5 C:\myReports/reports//prcduction,/01 STANDARD SCHEDULING INSPECTIONS Permit Number: 81 1-19-002496-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: 811005465928 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Printed on: 1214/19 Page 3 of 5 c;\myReports/reports//production/01 STANDARD Page 3 of 5 Permit Number: 81 1-19-002496-DWt Page 4 of 5 Fee Description Residential wiring Technology Fee Clothes dryer exhaust Decorative gas fireplace Furnace - up to 100,000 BTU Gas fuel piping outlets Range hood/other kitchen equipment Water heater Plan Review - Major, City Single Family Residence - Baths Address assignment - each new or change requested externally, per each SDC: Reimbursement Cost - Storm Drainage SDC: Total MWMC Administration Fee - Local SDC: Total Transportation Administration Fee SDC: Total Sewer Administration Fee SDC: Total Storm Administration Fee SDC: Administrative Fee - MWMC Regional Wastewater SDC SDC: Compliance Cost - MWMC Regional Wastewater SDC SDC: Improvement Cost - MWMC Regional Wastewater SDC SDC: Reimbursement Cost - MWMC Regional Wastewater SDC SDC: lmprovement - Transportation SDC SDC: Reimbursement - Transportation SDC SDC: Improvement Cost - Local Wastewater SDC: Improvement Cost - Storm Drainage SDC: Reimbursement Cost - Local Wastewater Fire SDC - New Res Construction Sq Ft fee - enter sq ftg Master plan review - second and subsequent reviews Structural building permit fee Willamalane fees - Single Family Detached, per unit State of Oregon Surcharge - Elec (12olo of applicable fees) State of Oregon Surcharge - Plumb (L2o/o of applicable fees) State of Qregon Surcharge - Bldg (l2o/o of applicable fees) State of Oregon Surcharge - Mech (L2o/o of applicable fees) Curb cut fee - enter # of cuts Curb cut and Sidewalk construction - multiple permit discount Sidewalk construction - permit, addtl sq ftg > 90 sq ft, per square foot Sidewalk construction - permit, first 90 linear feet Prinled on: 12/4179 Page 4 of 5 Quantity 2200 1 1 1 5 1 1 1 2 1 8L7.52 89.48 190.09 318.11 too.22 10 22.82 1620,85 135.93 36LL.72 190.06 2099.7s 1186.89 4262.5 2200 1 Fee Amount $294.00 $L76.94 $13.00 $19.00 $23.00 $14.00 $19.00 $19.00 $251.00 $s21.00 $s4.00 $817.52 $89.48 $ 190.09 $3 18.1 1 $ 100.22 $10.00 $22.82 $1,620.85 $ 135.93 $3,611.72 $ 190.06 $2,099.75 $ 1,186.89 $4,262.50 $ 132.00 $338.00 $L,729.78 $3,805.00 $35.28 $62.52 $207.s7 $ 12.84 $ 125.00 $-42.00 $36.00 $ 1 25.00 1 1 1 300 1 C:\myReports/reports//production/0 1 STANDARD PERMIT FEES Permit Number: 81 1-19-002496-DWL Total Fees: Page 5 of 5 $22,626.87 Construction Type Printed oni !2l4lL9 Occupancy Type R-3 1&2family U Utility, misc. U Utility, misc. - half rate Unit Amount 1,725.00 475.OO 108.00 Unit Total Job Value: Job Value $2tt,243.50 $23,t46.75 $2,63L.96 $237,022.2t C :\myReports/reports//production/01 STAN DARD Unit Cost $t22.46 $48.73 $24.37 Sq Ft Sq Ft Sq Ft VB VB VB Page 5 of 5 VALUATION INFORMATION SPRINGFIELD {6 ORTGON www.springfield-or.gov Woksite address: 4294 HORACE ST, Springfield, OR 97478 Parcel: 1 802052406305 Transaction Receipt 81 1 -19-002496-DWL IVR Number: 8l I 005465928 Receipt Number: 473179 Receipt Date:1214119 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 54t-726-3753 permitcenter@spri ngfield-or. gov Transaction Units date 12t4t't9 1.00 Ea 12t4t19 2,200.00 SqFt 12t4t19 2.00 Oty 12t4t',tg '1 .00 Ea 12t4t',t9 1.00 Ea 12t4t19 1.00 Ea 12t4t19 1.00 Ea 12t4t19 5.00 Qty 12t4t19 1.00 Ea 12t4t19 12t4t19 12t4119 12t4t19 12t4t19 Description Structural building permit fee Residential wiring Fees Paid Account code 224-00000- 425602- 1 030 224-00000 -4261 02- 1 033 821 -00000-21 5004-0000 821 -00000-21 s004-0000 821 -00000-21 5004-0000 61 7-00000-448029-8800 61 7-00000-448028-8800 61 1-00000-448024-8800 Single Family Residence - Baths 224 -00000 -425603-1 034 Fumace - up to 100,000 BTU 224-00000-425604- t 03 1 Water healer 224 -00000 - 425604- 1 03 1 Rangehood/otherkitchenequipment 224-00000-425604-1031 Clothes dryer exhaust 224-00000- 425604- 1 03 1 Gas fuel piping outlets 224-00000 -425604- 1 03 1 Fee amount $1,729.78 $294.00 $521.00 $23.00 $19.00 $19.00 $13.00 $14.00 $35.28 $62.52 $207.57 $817.52 $1,186.89 Paid amount $1,729.78 $294.00 $521.00 $23.00 $19.00 $19.00 $13.00 $14.00 $35.28 $62.52 $207.57 $817.52 $1,186.89 $4,262.50 State of Oregon Surcharge - Elec (12o/o ol applicable fees) 1.00 Ea State of Oregon Surcharge - Plumb ('12% of applicable fees) 1.00 Ea State of Oregon Surcharge - Bldg (12o/o ol applicable fees) 817.52 Amount SDC: Reimbursement Cost - Storm Drainage 1,186.89 Amoun SDC: lmprovement Cost - Storm Drainage 4,262.50 Amoun SDC: Reimbursement Cost - Local Wastewater Printed: 1214/19 9:10 am Page 1 of 3 $4,262.50 F I N_Tra nsaction Receipt_pr I Transaction Receipt 81 I -19-002496-DWL Receipt number: 473179 Transaction Units date 1214119 2,099.75 Amoun 12t4t19 12t4t19 12t4t19 1214119 'tzt4t19 22.82 Amount 12t4t19 1.00 Ea 12t4t19 300.00 SqFt 't214t19 1.00 Ea 'tzt4t19 1.00 Ea 12t4119 1.00 Ea Description SDC: lmprovement Cost - Local Wastewater 190.06 Amount SDC: Reimbursement - Transportation sDc 3,61 1.72 Amoun SDC: lmprovement - Transportation sDc 135.93 Amount SDC: Reimbursement Cost - MWMC Regional Wastewater SDC 1,620.85 Amoun SDC: lmprovement Cost - MWMC Regional Wastewater SDC 12t4119 10.00 Amount SDC: Administrative Fee - MWMC Regional Wastewater SDC 61 1 -00000-426604-8800 1214t19 100.22 Amount SDC: Total Storm Administration Fee 719-00000-426604-8800 12t4t19 318.1'l Amount SDC: Total Sewer Administration Fee 719-00000-426604-8800 12t4t19 190.09 Amount SDC: Total Transportation 71 9-00000-426604-8800 Administration Fee 12t4t19 89.48 Amount SDC: Total MWMC Administration Fee - Local 71 9-00000-426604-8800 12t4t19 1.00 Qty Curb cut fee - enter # of cuts 201 -00000-428060-1 069 12t4t19 1.00 Ea SDC: Compliance Cost - MWMC Regional Wastewater SDC Curb cut and Sidewalk construction - multiple permit discount Sidewalk construction - permit, first 90 linear feet Sidewalk construction - permit, addtl sq ftg > 90 sq ft, per square foot Plan Review - Major, City Decorative gas fi replace State of Oregon Surcharge - Mech (12o/o ol applicable fees) Fees Paid Account code 61 1 -00000-448025-8800 434-00000-448026-8800 434-00000-448027-8800 433-00000-448024-881 0 433-00000-448025-881 0 433-00000-426607-881 0 201 -00000-428060-1 069 201 -00000-428060-1 069 201 -00000-428060-1 069 1 00-00000-425002-1 039 224-00000- 42s604- 1 03 I 821 -00000-21 5004-0000 Fee amount $2,099.75 $190.06 $3,61 1.72 $135.93 $1,620.85 $22.82 $10.00 $100.22 $31 8.1 1 $190.09 $89.48 $125.00 $(42.00) $12s.00 $36.00 $251.00 $19.00 Paid amount $2,099.75 $190.06 $3,611.72 $135.93 $1,620.85 $22.82 $10.00 $100.22 $318.11 $190.09 $89.48 $125.00 $(42.00) $125.00 $36.00 $251.00 $19.00 $12.84 Printed: 1214/19 9:10 am Page 2 of 3 $12.84 Fl N_Tra nsaction Receipt_pr Transaction Receipt 8r,t -19-002496-DWL Receipt number: 473179 Transaction date Units Description Fees Paid Account code 12t4119 1.00 Oty 12t4t19 2,200.00 SqFt 1214t19 12t4t19 1.00 Ea '1.00 Automatic Technology Fee Willamalane fees - Single Family Detached, per unit Fire SDC - New Res Construction Sq Fl fee - enter sq fig Address assignment - each new or change requested externally, per each 82"t -00000-21 5023-0000 I 00-00000-424005-1 091 224-00000 -425602-0000 204 -00000 - 42 56 0 5-0000 Fee amount $3,805.00 $132.00 $54.00 $176.94 Paid amount $3,80s.00 $132.00 $54.00 $176.94 Payment Method: Credit card authorization: 03080d Transaction Comment: via phone Payment Method: Check number: 31847 Payer: BRUCE WIECHERT CUSTOM HOMES INC Payer: BRUCE WIECHERT CUSTOM HOMES INC Payment Amount: Payment Amount: $9,500.00 $12,788.87 Cashier: Katrina Anderson Receipt Total:$22,288.87 Printed: 1214/19 9:10 am Page 3 of 3 Fl N_Transaction Receipt_pr Cny or SpnnlcFIELD. oREGoN Structural Permit Application ffir225 Fifih Street o Springfield, OR 97477 . PH(541)726-3753 . FAX(541 )726-3689 This permit is issued under OAR 918460-0030. Permits expire if work is not started within 180 days of suspended for 180 days. or if work is ,Ll 01 0tt Lr*04a DEPARTMENT USE ONLY permitno.: lfr411e\qU. l, Date: ll q tq o\- FEE SCHEDULE l. Valuation information (a) Job description: Occupancy Construction type:I Square feet:.{ Cost per square foot: Other information: Type of Heat: Energy Path: ! new lalteration ! addition (b) Foundation-only permit? E Yes fl No Total valuation:$)31,0L2 2. Building fees (a) Permit fee (use valuation table):$ (b) Investigative fee (equal to [2a]):$ (c) Reinspection ($ per hour)r (nunber ofhours x fee per hour)$ (d) Enter I 2olo surcharge (.12 x l2a+2b+2cl):$ (e) Subtotal of fees above (2a through 2d):s 3. Plan review fees (a) Plan review (65% x permit fee [2a]):s 3b$.oo (b) Fire and life safety (65% x permit fee [2a]):$ (c) Subtotal of fees above (3a and 3b):$ 4. Miscellaneous fees (a) Seismic fee, lVo (.01 x permit fee [2a]):$ O) Tech fee,5o/o (.05 x pennit fee[2a]+PR fee [3c])$ IOTAL fees and surcharges (2e+3c+4a+b):$22,?Ob LOCAL GOVERNMENT APPROVAL This project has final land-use approval Sigrature:Date: This project has DEQ approval. Signature:Date: Zoning approval verified: E Yes ! No Property is within flood plain: ! Yes E No CATEGORY OF CONSTRUCTION ffResidential I Govemment I Commercial JOB SITE INFORMATION AND LOCATION Job site address:L'lfirccc- citv: JpPrJ State:O lL ZIP tJo"tSubdivision Lot no.: 5 Reference:Taxlot: PROPERTY OWNER Name: BWCtI Address:$O) 3 St-uuie*t 1l-State: O 4.2 ZrP:flJ,- Ptrone:59Yb ob S-bSO Fax dstov LYE-mail:+4 Building Owner or Owner's agent authorizing this application: Sign here: E This installation is being made on residential or farm property owned by mc or a nrcmber of my irnmediatc family, and is excmpt from licensing requirements under ORS 701 .01 0. CONTRACTOR INSTALLATION Business narne: Address: City:State:ZIP: Phone Fax: E-mail CCBlicenseno.: / 0l 7t-f Print name:tClt tleves SUB.CONTRACTOR INFORMATION Signature: 5^r,^" as 4 Z rr Br")lo-t^r od' C(lB License #PhoneName ElectricalL+6 4\Ovc C.-r S !-r- Q I ,r *b, ' Plumbing Mechanical r Co*&vl- (bd Last cditcd 5-5-2019 BJoncs CITY OF SPRINGFIELD, OREGON Electrical Permit A tion 225 Fifth Strffto Springfield, OR 9477oPE(541)72G3753oFAX(54r)72G3689 This permit is issued under OAR 918-309-0000. Permits are nontransferable. Permits expire if work is not started within 180 days ofissuance or ifwork is suspended for 180 days. Hnn L LOCAL GOVERNMENT APPROVAL Znnng approval verified? E Ye. n No CATEGORY OF CONSTRUCTION II*,esidential ! Govemment I Commercial JOB SITE INFORMATION AND LOCATION Job site address: Crty: 9.4 ^ r'^- ls-J State ZIP Referei'cU: b-Taxlot.: Db3Ot DESCRIPTION OF WORK PROPERTY OWNER Name: Address: Crty:State:ZIP: Phone:Fax: E-mail: This installation is being made on residential or farm property ov',ned by me or a member of my immediate family. This property is not intended for sale, exchange, lease, or rent. OAR 47 9.5 40(l) and 479. 560( I ). Signature: CONTRACTOR INSTALLATION Business name:L 1 tr E\v<-scrc- Address:3 () c\41 crty:6pCtd State:OO{ztP:{'1H -18 pmn"SLlC- 5zt - 'tr t t Fax:54[-733 -a51e, E-mail:aktAe CCB license no.: \ Ob Atl 6 BCD license no.: l,g - 1ZZ Signing supervisor's license no.: L{ lYt-\- 5 Print name ofsigning supervisor: p4\ b.-n 1.)uj.en Signature of signing supervisor: FEE SCHEDULE Number of inspections per item ( )Qty.Cost ea. Total cost Residential, per unit, service included: 1,000 sq. ft. or less (4)$186.00 $ Each additional 500 sq. ft. or portion thereof $36.00 $ Limited energy (2)s44.OO $ Each manufactured home or modular dwelling service or feeder (2)sE9.00 $ Services or feeders: instal lation, alteration, rel ocation 200 amps or less (2)$112.00 $ 201 to 400 arps (2)$131.00 $ 401 to 600 amps (2)$221.00 $ 601 to 1,000 amps (2)$2E5.00 $ Over 1,000 amps or volts (2)$654.00 $ Reconnect only (2)sE9.00 $ Temporary services or feeders: installation, altefation, relocation 200 amps or less (2)sE9.00 $ 201 to 400 amps (2)s122.00 $ 401 to 600 amps (2)$177.00 $ Over 600 amps or 1,0@ volts, see services or feeders section above Branch circultsz new, alteration, extension per panel a. Fee for branch circuits with purchase ofa service or feeder fee: Each branch circuit $8.00 $ b. Fee for branch circuits without purchase of a service or feeder fee Ftst branch circuit (2)$89.00 $ Each additional branch circuit s8.00 $ Miscellaneous leesz semice or feeder not included Each pump or irrigation circle (2)$89.00 $ Each sign or outline lighting (2)$89.00 $ Sigrlal circuit or a limited-energy panel, alteration, or extension (2)$89.00 $ Each addltional inspection: (l)$102.00 $ DEPARTMENT USE (A) Enter subtotal ofabove fees (Minimum Permit Fec $102.00) $ (B) Enter 12%o surcharge (.12 x [A])$ (C) Technology Fee (5% of[A])$ TOTAL fees and surcharges (A through D)$ DEPARTMENT USE ONLY Permitno.: \1-me l-l 9r, -) Date: \r\ g12.or9 Last edited 7/l/2019 Elones ( I ar>t, Lotn. SPRINGFIELD # OREGON www. springfi eld-or. gov Worksite address: 4294 HORACE ST, Springfield, OR 97478 Parcel: 1802052406305 Transaction Receipt 8t I -19-002496-DWL Receipt Number: 472914 Receipt Date: 11/6/19 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR97477 54t-726-3753 permitcenter@springfield-or. gov Fees Paid Transaction date 11t6119 Units 1.00 Ea Description Master plan review - second and subsequent reviews Account code 224-00000425602-1 030 Fee amount $338.00 Paid amount $338.00 Payment Method: Credit card authorization: 03108d Payer: BRUCE WECHERT CUSTOM HO Payment Amount:$338.00 Cashier: Katrina Anderson Receipt Total:$338.00 Printed: 1 'l /6/19 12:13 pm Page 1 of 1 Fl N_TransactionReceipt_pr $C-*-. Srreg(r'trD IelrrraL Fas^- pe<ltu EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL EXTENT OF HEAOER WITH SINGLE PORTAL FRAME (oNE BRACED WALL PANEL) + FINISHED WIDTH OF OPENING StNGLE oR DoUBLE poRTAL+ CONTINUOUSLY SHEATHED BRACED WALL PANEL MEETING MINIUIM LENGTH REOUIREMENTS OF TABLE WALL CONSTRUCTION FASTEN KING STUD TO HEADER WITH 6 16D SINKERS R602.'10.5 TENSION STRAP PER TABLE 602.10.6.4 BRACED WALL LINE NET HEADER STEEL HEADER PROHIBITED IS USED. PLACE ON BACK.SIDE OF HEADER cIxU o WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOIST WTH WOOD STRUCTURAL PANELSFI trI g FoFt S IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN THE MIDDLE 24" OF THE PORTAL. LEG HEIGHI. FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILSAT 3',O.C. TYP x oF 3" O.C. TYPICAL PORTAL FRAME 'MlN- DOUBLE 2x4 POST (KING AND JACK STUD) NUMBER OF JACK STUDS PER IABLES R602.7(1) & (2) OVER CONCRETE OR MASONRY BLOCK FOUNDATION BOLTS PER R403.1.6 PANEL (2) FRAMING ANCHORS APPLIEDACROSS TOP OF BAND JOINT WITH A LBS IN VERTICAL WOOD STRUCTURAL PANEL SHEATHING OVERAPPROVED BAND OR RIM JOIST OVER RAISED WOOD FLOOR . FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) IN 1 SECTION PANEL SHEATHING NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) APPROVED BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1 ) APPROVED BAND OR RIM JOIST NAIL SOLE TO JOIST PER TABLE R602.3(1) WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST. OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT ELEVATION For SI: 1 itch =25.4 mm, 1 foot = 304.8 mm. FTGURE R602.10.6.4 METHOD CS-PF_CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3" PATTERN AS SHOWN HEADER TO JACK.STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING MlN. DOUBLE 2'x4'FRAMING COVERED W|TH MlN. %, THICK WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMl\,iloN OR GALVANIZED BOX NAILS AT 3" O.C. lN ALL FRAMTNG (SrUDS. BLOCKING, AND SILLS) TYP MIN. LENGTH OF PANEL PER TABLE R602.10.5 MrN. (2) %'DTAMETERANCHOR BOLTS INSTALLED PER SECTION R403.1.6 WTH 2'x2"x3/ro' PLATE WASHER GRID 2017 OREGON RESIDENTIAL SPECIALry CODE 191 AeotnactLt- te NE frc-.r t4 gr+<,cfP-Eg rABLE Nl101.1(2) ADDITIONAL MEASUFES ENERGY EFFICIENCY a' Appliances located withill tbe building thermal envelole shall have sealed combustion air installed. Combustion air shall be ducted directly from the ouldoors. b' Al[ ductjoints and seAtns sealed with listed mastic; tapc is orrly.allowcd at apptiance or cquipment conuections (for service and replacement), Mect sealingcriteria of Performance Tested Comfort Systenr program adoriuistered by thi ionueville ptwer Administratioo 6llla;,c. Residential water heflteF tess than 55 gallon storagc volume. d. Atotalof5perccntofanHVACsystem',sductworkshallbepermittedtobelocatedoutsideoftheconditionctlspace,Ductslocatedoulsidetheconditioned space shall havc insulation installed as requlred jn this code. e' Thsm-aximumvaultedceilingsurfaceareashallnotbeS€aterthan50percentoflhetotalhealedspaceJloorareaunlcssvaultedareahasaU-factornogreater than U-0.026. f' Continuous air barrier. Additional requirement for sealing of all interlor vertical wall covering to lop plate framing. sealing with foarn gasket, caulk or otherapproved sealant lisled for sealing wall covering material lo structural nlaterial (example; gypsum board to rvood stud framing).g' Table Nl10t l(l) Standard base case design, code uA shall bo at least 8 percent less than ihe proposed UA, Buildings wirh fenesrration less &an lS percentof the lotai verllcal wall area may adjust thc Code UA to trave 15 percent if the wall area as fenostration. Por SI: I square foot = 0.093 m2, I walt per square foot = 10.8 W/m2, Hlgh elttciency $rallsI Erterior walls-U-0.M5lF.-21 cavity insulation + R-5 coltinuous Upgraded fealures Exterior walls-U-0,057/R-23 intermediate or R-21 advanced, Franred fl oors-U-0.026/R-38, and Windows-U-0.28 (average UA) Upgraded features 3 Exterior rvalls-U-0.055/I{-23 interuuediate or R-21 advanced, Flat ceilingc-U-0.017iR-60, and Framed fl oors*U-0.026/R-38 Super lnsulaled Wlndorvs and Auic OR Framed Floors 4 5 and andor62.2, sealing home and ducts High olflcloney thermal onvelope Proposed UA is 89o lower than the code UA Windorvs-U-0.22 (Iriple Pane Low-e), and FIat ceilinge-U-o.dt Zrtt-60 or Framed fl oon-U-0,026/tt-3 8oo -9o trul og o6o =Eo EoocGsclu oco 6 A Gas-fired furnace or boiler AFUB 94%, or Airsourcehent punrp HSPF9.5/15.0 SEER cooling, or Ground source heat pump COP 3,5 or Energy Stariited High offlclency HVAC systema Ducted HYAC systems yrlthln space All ducts snd air handlers cortained wi&in building Catmot be conrbirrcd with Afeasure 5 - B Ductless heat pump C Ductless hcat pump HSPF I0.0 in primary zono of dwclliirg Itr o dtoocoo o o D gas/propane water heater rvith UEF 0.85 OR heat pump rvater lreater Tier I Northern Climate Specification product High efficlency tvater Natural Electric 2017 OPEGON HESIDENTIAL SPECIALTY CODE 435 of a1r or at rates All ducts and air All ducts sgaled t JOURNALOR JOB NUMBER: NAME OR COMPANY: I.OCATION: TAX I,OTNUMBER: DEVEI,OPMENT TYPE: NEW DWELLING UNITS MPERVIOUS AREA DIRECT RUNOFF TO CITY STORM SYSTEM CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET l9-002496-DWL BRUCE WEICHERT CUSTOM HOMES 4294 HORACE ST l 8020s240630s Residence A. REIMBURSEMENT COST I rMPF.RVrc,rr.s.aF- I 77t600 B. IMPROVEMENT COST COST PER S.F. $0.301 COST PER S.F $0.437 COST PER DFU s I 70.50 COST PER DFt] $83.99 NUMBEROFUNITS I NUMBEROFUNITS I COST PER FEU $ 135.93 COST PER FEU $ r,620.8s ADM. FEE RATE 5% AREA DRAINING TO DRYWELL 0 $2,004.4r COST PER TRIP 19.86 COST PER TRIP $377.40 789.60 CHARGE $697.9 l C}IARGE $817.52 CHARGE $1 ,186.89 NEW TRIP FACTOR 1.00 NEW TzuP FACTOR 1.00 x ITEM I TOTAL. STORM DRAINAGE SDC 2. SANITARY SEWER. CITY A. REIMBURSEMENT COST: NUMBEROFDFUs 25 B. IMPROVEMENT COST: NUMBER OF DFU's 25 x B. IMPROVEMENT COST: ADT TRIP RATE 9.57 ITEM 2 TOTAL. CITY SANITARY SEWER SDC 3. TRANSPORTATION A. REIMBURSEMENT COST: ADT TRIP RATE 9.57 x x x x x x x xx ITEM 3 TOTAL. TRANSPORTATION SDC 4. SANITARY SEWER. MWMC A. REIMBURSEMENT COST: NUMBER OF FEU'S I B. IMPROVEMENT COST: NUMBER OF FEU's I x x C. COMPLIANCE COST: NUMBEROFFEU'S I MWMC CREDIT IFAPPUCABI-E (SEE MWMC ADMINISTRATIVE FEE ITEM 4 TOTAL - MWMC SANITARY SEWER SDC SUBTOTAL (ADD ITEMS 1,2,3, & 4) 5. ADMINISTRATIVE FEE: SUBTOTAL $ r 3,958.04 TOTAL STORM ADMINISTRATION FEE TOTAL SEWER ADMINISTRATION FEE: TOTAL TRANSPORTATION ADMINISTRATION FEE: TOTAL MWMC ADMINISTRATION FEE - I-OCAT 0 362,25 I-OT SIZEISIZE (SF): MAX45% $E17.52 $135.93 s22.82 $t00.22 318.11 $190.09 $14,655.95 I 070 l09l 1092 1093 1094 1054 I 055 1056 aE] ! (, dg.) Fa q.,1 d I@ IU -E COST PER FEU s22.82 $13,958. PREPARED BY Steven Petersen DATE ly26t2019 TOTAL SDC CHARGES I TMPERVTcIJS s-F. - I zz r o.oo x DRAINAGE FIXTURE UNIT CALCULATION TABLE NUMBER OFNEW FXTURES x UNIT EQUTVALENT: DRAINAGE FIXT1JRE I]NITS FOR CAI'UT-A.TE ONLY THE NET ADDITIONAL NO. OF FIXTURES UNIT FIXTURE TYPE NEW OLD MISCELLANEOUS DFU TYPE TOTAL DRAINAGE FIXTURE UNITS lsa toa unit set at I 67 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE 20 DRAINAGE FIXTURE UNITS 0 2 t979 *EDU $5.29 $5.19 $s.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter 1 for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FORANNEX. CREDIT? (Enter I for Yes, 2 for No) BASE YEAR CREDIT FOR LAND (IF APPLICABLE) VALUE/ lOOO CREDITRATE $0.00 x $5.29 CREDIT FOR IMPROVEMENT (IF AFTER ANNEXATION) VALUE / IOOO CREDIT RATE $0.00 x $5.29 TOTAL MWMC CREDIT 2 $1.59 $1.45 $1.25 $1.09 $0.92 $0.72 $0.48 $0.28 $0.09 $0.05 BATHTUB 1 0 3 3 DRINKING FOLINTAIN 0 0 1 0 FLOOR DRAIN 0 0 3 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC.0 0 3 0 INTERCEPTORS FOR SAND / AUTO WASH / ETC.0 0 6 0 0 2 2LAUNDRY TUB 1 CLOTHESWASHER / MOP SINK 1 0 3 3 CLOTHESWASHER - 3 OR MORE (EA)0 0 6 0 MOBILE HOME PARK TRAP (1 PER TRAILER)0 0 12 0 RECEPTOR FOR REFRIG / WATER STATION / ETC.0 0 I 0 RECEPTOR FOR COM. SINK / DISHWASHER / ETC.1 0 3 3 SHOWER. SINGLE STALL 1 0 2 2 SHOWER, GANG (NUMBER OF HEADS)0 0 2 0 SINK: COMM ERCIAL/RESIDENTIAL KITCHEN 1 0 3 3 SINK:COMMERCIAL BAR 0 0 2 0 SINK: WASH BASIN/DOUBLE LAVATORY 0 0 2 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 3 0 1 3 UzuNAL, STALL/ WALL 0 0 E 0 TOILET, PUBLIC INSTALLATION 0 0 6 0 0 3 6TOILET, PRIVATE ]NSTALLATION 2 25 YEAR ANNEXED CREDIT RATE/$1,OOO ASSESSED VALUE BEFORE 1979 1919 1980 l98l l 982 I 983 I 984 1 985 I 986 1987 1988 1989 1990 t99t t992 I 993 1994 1995 1996 1997 1998 1999 2000 200 I NUMBER OF EDU'S -trE,z€qEr /:REEffiiJ TSEEngineering Re: J10'17290 Bruce Wiechert Custom Homes Tri-State Engineeringr 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 thru112414754 My license renewal date for the state of Oregon is December 31, 2018, 11822PE OBEGON fi6187 August 13,2018 Terry Powell The seal on these drawings indicate acceptance ofprofessional engineering responsibiliS' selely for the truss components shorvn. The suitability and use of this component for any particular build:r-g is the responsibility of the building designer, per ANSI/TPI l. Uob I' l{,or"zzso The Truss Co. ,lruss rype lcouuoN s,reeonreo cna :Truss AIGE .Plv I Brucc Wkche( Cuslom Homel E 220 s MaY lO ph3NBzlsReM6oCuNdxKlrTzTd4H-vm- 29 20tE M Tel lrdustn€s. lnc Mon Aug l3 l3 38 00 2018 PaOe I 1 ARZTflYUPOHMNSD?ZmVUE54dxHGi2PSUSOkJoFTr 36-&0 Eugene. OR 97402 -r+0l+d- - .-_l--_ __ 1&$0 18-90 'ti tu5= 8.oo llt ts 16 14 1t 1&10 Scale = 1:E0.1 17 't8 3x6 /z 10 19 20 3x5 \ 21 22 23 7 21 25 6 26 4 30 t2 3 ,: 3x5 = s6 5s s4 53 s2 51 50 49 48 47 46 45 44 43 4'l lO gg 38 37 36 35 34 33 32 31 3x5 = 42 3x6 = SPACING' 2-O.O Plate Grip DOL 1.15 Lumber DOL 1.'15 Rep Stress lncr YES Code lRC2015/TP12014 cst, TC BC WB Matrix-SH 0.06 0.04 0.14 DEFL. Vert(LL) Vsrt(CT) Horz{CT) in 0.00 0,00 0.01 (loc) Udefl udI nh 12O 1 nlt 9030 nla nla LoADING (psf)TCLL 2s.0 (Roof Snow=25.0)TCDL 8.0BCLL O.O LUHBER. TOP CHORD BOT CHORD OTHERS PLATES MT20 GRIP 1 85/1 48 REACTIONS. Att bearings 36-6-6. (lb) - Max Hoz 2=266(LC 5) Max Uplifl All uplifl 100 lb or less al joint(s) 2, 44, 45, 46, 47, 4E, 49, 50, 51, 52, 53, 5,1, 55, 56. 43, 41 , 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30 Max Grav All roactions 250 lb or less at joinl(s) ?, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53,54, 55,56,43,41,40,39,38. 37, 36, 35, 34, 33,32,31,30 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except wfien shown. TOP CHORo 2-3-27112oG NOTES. 1) Wnd: ASCE 7-10; Vull=l20mph (&second gust) Vasd=gsmph; TCDL=4.8psf; BCDL-4.2psf; h=25fr; Cat. ll; ExP B; Enclosed; MWFRS (envelope) gable end zone: cantileyer lefr and righl exposed ; end vertical lell and righl exposed: Lumb€r DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plano of the lruss only. For studs exposed to wind (oormal to the face), see Standard lndu3try Gsbls End Details as applic€ble, or consull quslilied building design€r as p€r ANSlffPl 1. 3) TCLL: ASCE 7-10; Pl=25.0 psf (flal roof snow); Category ll; Exp B; Partially Exp.; Ct=1.1 0 4) This truss has b€en dasigned for greater of min roof live load of 16.0 psf or L00 l'mes flat rool load ol 25.0 psf on ovarhangs non-concunent with olher live loads. 5) All platss are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires conthuous bottom chord bearing. 7) Gable studs Epaced at 1-+0 oc. E) This lruss has been designed lor s '10,0 psf botlom chord liv6 load nonconcunent with any other live loads. 9) ' This truss has been designed for a live load ot 20.0psf on the boflom chord in all eroas lrtero a r€ctangle }M tall by 2-G0 wide will fit batween the bollom chord and any olher mombors. 10) Provide mechanic€l connec'tion (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint {sl2, 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) Standard ,[ W,lnlllle Vf;nrydp-<i.]nparam,.-tc]..nddREA'NofESoN1HISANOINCLUDEOLII1EXREFERENCEPA(,EI'lll-74?3AEFORFusF. Design valid for use onty wilh Milek qonncclor!. This dellgn ir bascd o.ly upod paraf,6lers 6hosn, ..d iE lor so individual building componeni. Appllcalility ol delign paGm€der3 and p.oper if,co.poration of@mponent as .lsponlibjlily ol building d6.i9.6r. mt truss derigner. Bracing shown isio,lateral3upporlolindividualwcbmembeB@ly. Addiionaltsmporarybrachgtoin3uEgtabililydudngconstrudionislhc.cipoosibillityoflhe ereclor. Additional pemarcnl brecin! ol lhc ovdan stutu.c i3 lh. r.sponsibilrly of (he bullding d.signsi F6 gcn6r.l guidanc. regarding fabication. quality conlrol rtorage. delivcry. serpn and b6dng, 6n$lt ANsl/IPll Ou.ltly C.tl.rl.. 03349 rDd BCSII Buildlng compon.nt Satetylnfomatlon av3ilablalromTrusEPlalelnrlilut..5S3D'OnotioDrive,Madbon,W53Tl9. Weight: 299 lb FT = 8% Slruc{ural wood sheathing directly apptied or GGo oc purlins. Rigid ceilinE directly applied or 1GG0 oc bracing. 1 Rov, al midpt t6-44, 1il5, 14-45, 13-47, 1248,1743, 18-/t1, 1940,2G39 MiTek recomrnends that Stabilizers and required $oss bracing bs installod during truss erection, in accordance wilh Slabilizar lnstallation ouide. OhEEQN )fi6,8,2 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std'Except' sTl 3,sT1 2,ST1 1,ST10,ST9,ST8,STl 4, ST15,ST1 6,STl 7,ST18: 2x4 HF No.2 BRACING. TOP CHORD BOT CHORO WEBS RENEWS. 12J3i118 ,lugust 13,2018 A theTRUSSco,rNc. I h .i I i.rbo 1,,0, i iTruss l- I lT,uss Iype lcouuor.r7290 inc Truss Co. Eogone. oR 97402 6.44 1.q9-9.-.t114 24-24 3Gt-12 . 36{.0f- -il-j--- -5.1r-6 5x5 6 S€le = 1:82 3 8.oo h2 3\4 // Xx6 /z 3x,l :\ 3x6 \,E 4 4t 1.5x4 \\1-5x4 // 9 o.\r1 11 21 3x4 = 13 12 23 3xO = 3x€ = 21 tl 3x4 =3x5 = 3x5 &t t.o c-4-n SPACIHG. 2.S,0 Plate Grip DoL 1.15 Lumber DOL 1.15 Rep Stress lncr YES CodB lRC20ts/TP12014 cst. TC BC I,\'B MAtTiX.MSH o.M 0.70 0.58 DEFL, Vert(LL) vert(cT) Hoz(CT) in (loc) -0.23 11,14 -0.33 1&140.08 10 Uderl >999 >999 n/8 Ud 360 240 n/a LOADING (psf)ICLL 25,0 (Roof Snow=z5.0)TCDL 8.0BCLL 0.0 . LUMBER. TOP CHORD BOr CHORO VVEBS 2x4 DF No.2 2x4 DF No.2 2x4 HF No-Z W7,W1: 2x4 'Excopl' HF/SPF Sludlsld PLATES MT2O GRIP 1 85/1 48 REACTIONS. (lb/size) 2=1527lUrA (min. G2-8), 10=14sg/Mechanic€l Max Horz 2=265{LC 7) Max Uplift 2-197(LC 8), 10-178(LC 9) FORCES. (lb) - Max, Comp./Max. Ton. - All forces 250 (lb) or less except when shown- TOP CHORO 2-3-22841286,3-4:2055/308, +5:18711311, '6-1445/2E8, 6-7--144st2ai, 7-6:1 876/31 3, &9:2060/31 0, 9i0=-??67 1289 BOT CH ORD 2-14:32811973, 1421:18511387 , 21-22=-18511587 , 13-l22-1E,15E7 , 12-13-841'1476, 12-23:8411476, 23-21-841 1476, 1 1-24--84t1476, 1c-1 1 --1 58/1 830 ! /EBS &13:201/1 1E2, 7-13--670!257 ,7-11>93t542, S 1 1-356/194. 5-13-667/256, $14=-90/537, l>.'t 4=35?1 192 NOTES. 1) Wnd: ASCE 7-10i Vult=12omph (&,second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf; h=25t1: Cat. ll: Exp B; Enclosed; MWFRS (envelope) gable end zonei cantilever Iefi and right expossd ; ond vortical left and righl exposed; Lumber DOL.1.60 plata grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (tlat roof snow); Category ll; Exp B: Partially Exp.i Ct=1.10 3) This truss has been designed for g,eater of min roof live load of 'l 6.0 psf or 1.00 times flal roof load ol 25.0 psf on ovorhangs non-concunent with othor live loads. 4) This truss has bean designed fo. a 10.0 pst bottom chord live load nonconcunent wi(h any olher live loads. 5) ' This truss has been designed for a live load of 20.0psI on lhe bottom chord in all areas where a reclangle 3m tall by 2-G0 wide will lit betw8en the bottom chord and any other mernbers, with BCDL = 7.0psf. 6) Refer to girde(s) for tfuss to lruss connoctions. 7) Provide mechanical conneclion (by others) of truss to bearinE plale capable of wilhstanding t OO lb upln at ioint(s) exc€pt (it=lb) 2=197,10=178. LOAO CASE(S) Stsndard Weight: 180 lb FT = 8% Struclural wood shealhing directly apptied or +7-0 oc purlins. Rigid ceiling directly appliod or 'ls-Go oc bracing. 1 Row d midpt 7-13, U13 MiTek r€commonds that Slabilizers and required ffoss bracing be installed d(riog truss erection, in accordanco vrith Stabilize. lnstallation ouid6- oiiErro+ t118t82 BRACING. TOP CHORD BOT CHORD VlrEBS RENEY.'S: tl31t18 August 13,2018 A theTRUSSco.nrc. I WanmNn.V.rityd9ignparameterseldRFADNOlEsoNIHlsANOtillctUDErrMtrEt<REFERENCePA}FM!l.7,t73BEFAREUSF. 3 2 t nrl$ Jgb ,101 7?90 t-_j 5-1 14 t4 t3 26 Bruce Weche.t Custom Homes 8 220 29 2018 MiTek tlr-6 H-4 lnc Mon t121r4738 S€le = 1:85.7 The Co.. Eugeoe OR97102 2 -t{4_. l.o.d 4-t r{ SPECIAL 5.5-8 {-$.8 6x6 1.5x4 li 3x6 /z 8.00,t2 17 3r4 i\ 3x6 \\ E9 3x1 /z 4 1.5x4 // 10 4i.6 // 3 +d Io "r] E 5x12 // 18 4\1 -',a 'u8xB = 1.5x4 ll 20 3\€ =4rG - 27 12 3x4 =-5xl0 '- 5 20 ll2'1.5x4 ll 1.5x,1 ll 2SEt!:lL, ffi , r*0 , r8&o , 2r-24 r ffil+il I saf 3x5 SPAC|NG- 2-O{ Plale Grip ooL 1.15LumberDOL I-15 Rep Stress lncr YES Code 1RC201sffP12014 cst.Tc O.72BC '1.O0 ri,B 0.98 Matrix-MSH DEFL. Vert(LL) Vert(CT) Hoz(CT) in (loc) 4.3? 12-14 -0.49 12-140.30 11 lldel >999 >903 fila w 360 240 nla LOADING (psf) TCLL 25.0 (Roof Snow=25.0)TCDL 8,0 BCLL O,O LUMBER. TOP CHORO BOT CHORO WEBS PLATES MT2O GRIP 1 85/1 4E 2xi1 DF No.2 2x.+ DF No.2'Exccpt' 82:2x1OF No.1&Btr 2xil HF No.2'Except' W3,W4,t ,6,W11 ,\lr2: 2x4 HF/SPF Slud/Std 2x4 HF/SPF Slud/Std BRACING. TOP CHORD BOT CHORD VVEBS Slru61ural wood sheathing direc{ly applio.d or 2-1-l oc purlins. Rigid ceiling dir8clly applied or 1GGo oc bracing, Exceil: 1-+12 oc bracing: l&19. 1 Rowatmidpl &15,8-14 Weighl: 206|b FT = 8o/o RENEWS: 121?1:18 f.ugust 13,2018 OTHERS REACTIOHS. (lb/size) 1l=1464/Mechanical, 2=1550/G!8 (min. S2.9) Max HorI 2=266(LC 5) Max Uplifl 11:'177(tC 9), 2:176(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except whon shown. TOP CHORo 2-3:600U906. 14--26391344,4-5:19981278, 56-1861/293, &7:1980/435, 7-8-1458/289, 8-9=1 848/31 l, 9.1 0=-2069/306, 10-11--2276t287 BOT CHORD 13-14-84t1472, 13-26-8411472,26-27-84t1472, 12-27=4411 172, 11-12:157t1837 t 8-1 9:734i40 1 6, 17 -1E=-334t217 8. 2-1 9=-954/5369WEBS 4-18-291460, 7 -1 4-17?1549, +'t 7 --t 67 t215, 8-1 2-9 1/554, 6.17 :3421206, 14-17-33/1120, 10-12=-3541194,3-19-368/235t,11E:1E941112,7-17=-34311'178, E-r4-€80i257 NOTES. 1) \Mnd: ASCE 7-10i Vult=t20mph (lsecond gust) Vasd=gsmph; TCDL=4.6psf; BCDL=4.2psf; h=25f,; Cat. ll; Exp B: Enclosed: MWFRS (envelope) gable end zone; cantilever len and right exposed ; end vertical l€fi and right exposed; Lumber OOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10: Pf"25.0 psl (flat root snow); Category ll; Exp B; Partially Exp.; Ct=1.10 3) This truss has been designed for greater of min roof live load of 1 6.0 pst or 1.OO times flat roof load of 25,0 psf on overhangs non-concunont with othor livo loads- 4) T}lis lruss has been designed for a 1 0.0 psf bottom chord live load nonconcunent with any olhor live loads. 5) ' This truss has baen designed tor a live load ot 20.0psf on lho bottorn chord in all areas where a reclangls +6{ tall by 2-GO wide will fn betueen the bottom chord and any olher members, wifh ECDL = 7.0psf. 6) Refer to girde(s) for trus3 to tru3s connections. 7) Provide mechanlc€l connection (by others) of truss lo bearing plale capable of withstanding 1OO tb uptift at ioint(s) excepi O=tb) 11=177 ,2=176. MiTek recomrnends that Stabilizers and required cross bracing be installed during lruss ereclion, in accordance with Slabilizer 7ft6E2 -A WARrr,llNG - Veily dsign pe.Anftte.s and RFAD NOIFS OIJ fH/S AMD ,NCIUDED MI|EX R5FERENCE qAGF $ll-?173 SEFORE USE. D.sign valid lor u36 ohvwith MiTck connedors. This dcsign ii based only upon paEmeters shwn, end is lor an indMdual building componen[. Applicsbility ot d.sign prram6nte6 and propcr iocoporation ot@mpono^t B re3pon5ibility ol building dcsigner - not lruss d€3ign6.. &ecang .hown islorlaloralruppottofindlvidualwabmrmbcrsonty. Additionallcm?orarybracingtoinlurcslabilitydurirtconstrudionistheie6pon.ibiflitollhe 6rector. AdditionalpermlnontbftcirEofthaoverairtruclureisthere3ponsibilrtyolthebuildingdcaignq..Forgeoeralguldance.egrrdinE Iabdc.tion, qu6ftry @nlrol, Btoragc. delivcty, cr*lion and b(actng knrult ANBUTPII Ouality Cdcrta, DSB{g and ECSI, Bulldlng Conponcnt S.letylnlomallor sveilablofromTrutsPtatelostillnc,583OonolrloOdve.Madison.Wl53719. A theTRUSSco.tNc. gt tl/ LOAD CASE(S) Slandard lroS - lrorzso .Truss I lPooF sPEclAL lrt 8ruce Weched Custom Homes Job Reftrence (optional) - . MiT ek n2414739' "2-L---201 8 Tn:E Trus5 Co Eugene OR 97102 -1-GO 3.1-OrEd 3-ro -r--_9-G9. 4-1 t-0 1*$! .-s.t8 4-9-8 4-r5 4.3-1 , 37-t-2 , 4r+0 4z€p- t-- 3-E-s -' a-&ia lrGd Scle: 1/8"=1'5x8 s oo llt .2x4 tl 3\6 // 6 35 5xs \ ,, 20 6xE = 3x4 ll 3x4 \ 9 5 3x1 /z 4 3.oo l_1z4fi // 3 6xl0 l- 10 2 3x6 = wlf1 15 rl ''rEi[+?7 5x8 = 28 1.5x4 ll 1.5x4 ll s.lef{ro = 26 4x4 =22 {)6= 18 5x6 =24 2x{ ll 23 t6 2x4 ll 6x8 = 3x4= 3S= SPAC|NG- 2-o'O Plale crip DOL 1 .1S Lumber DOL 1.15 Rep Stress lncr yES Code lRC2015/rpt2ot4 cst.TC 0.6EBC 0.9'rwB 0.9.1 DEFL. Vert(LL) Vert(CT) Hoz(CT) in (loc) 4.26 2e2t4.55 310.22 .t5 l/defl >9gg >'169 nla Ud 360 120 nla Matrix-MSH Plate Offsots (X,yF 12.o-1-1 l3:G1 -1 2,G2-01. l1:o-1 -1 2.G1 {1. LOADING (psf)TCLL 25.A (Roof Snow=2S.0) [8:0.1-9,0-]41,-1 2.G1-81. r0:G$t2.&3-41,['l I :G2-0.G1€1, [1 5:G24,G1 *41, PLATES MT2O GRIP 1 85/1 48TCDL BCLL LUMBER, TOP CHORD BOT CHORD WEBS OTHERS 8.0 0.0 . 2x,l OF No.2 2x4 DF No,2 .Except. 86, Bg,Bs: 2x4 HF No.2, Bt : 2x4 DF .t 8OOF 1.6E, 82: Zx4 DF No. 1&Btr2x4 HF/SPF Slud/Std .Exceot. VW,VW,WI2,W1S,V!i5.wl: 2;4 HF No.2 2x4 HF l.to.2.Except- Fl:2x4 HFiSPF Stud/Std REACTIONS. (tb/size) 1s=2_r2_Bi&,s8 (min. o'3-8), Z=13tOtO-s.B (min. O-2-G)Max Hotz 2._ZTO(LC g, Max Upftn 1S-292(LC 11), 2:154116 .,0, Max Grav is_2j2s(LC r), 2=1ag1{LC 17i FORCES. (lb)-Max.ComoJMax.Ton._Allforces2SO(lb)orlessexceptwhenshown. rop cHoRD z_s:u3itas2,3-4=-23s4i3d, ;s_iiii,eil, rs+:15s0/2ss, 6-34=-1s33/265.6-7-178U401,.7-35.=-r334/310, &3s-i;ori;5, 8-e=_14001221.sr0=_1284/1se, 1 Sl I :1 0323495, 1 1_1 2_332r I E9BOTcHoRD r8-1e:.12lr01o,it-ta=-aiifiiTi.s-1sa5o4/22e. 1s,7:2164/330, 1v.t7=_2042t330, ;t;::ffii,:[i12-14=-1106!347, el25=-515t202,2-27:so3/4$0. z;2;:;s6;3614,vvEBS +26--301432. +2s.:r32r216. 19-22=-33t7r8.7_r 9:183/676, 9_ 19=243/580.10-18-570Rs32. 1 1 -1 ? =2252n 1i, t t _7c_i i rza?. 1+17_457 r2AL,s-t8*767 no7,22.2s:st802, 7 -2s=s?ofi ?e1, rz;=-3!,srzi i,&,26=..1 73e/3e6 NOTES. BRACING. TOP CHORO BOT CHORD lA/iEBS I Rowal 7-22,7-19 !P1*:!ro:.0 sheathing direcily applied or 2_2_0 oc purtins. REid ceiling direclly spptied or 3-{!9 oc b,acing. Exc€pt: 1 Row at midpl eas $1-0 oc bracing: t$l7 10G0 oc bracing: l*21 , 2!Zs Weight: 251 lb FT = 8yo oR3ogN lt16t82 ttENEW$: 12,31r18 lugust j3,2015 1) \Mnd: ASCE 7-10; Vult='t20mph-11."*f gusr) Vasd=95mph:.Tcol=4.Bpsi BCOL=4,2psf; h=25n: Cat. 1; Exp B; Enctosed: ^ $ffSt !"rHlope) gable end zone; cantile;er bn "na r,ghi'.*po.ea : enri ve,ricat tetr ani ,igit -"rporuo, r-umber DoL=1.60 prare 2) TCLL: ASCE 7-10: pf=2S.0 ost (flat roof fow)j !a!9gory il; Exp B: parlialy Exp.; Cr=1.,t03) Unbalanced snow loads hays oeen considered for this desion,, I|l'j*T,l}n"ril "ir":?ffi: r;::::".;;;;;";;;;; or 2o.o ps, or 1.oo tim€s ,ar roor road or zs., psr on overnanss ;irH:H:$:l:::"':::[::j%:il;lii$xr?Tsi3i:lfi?,.:ffi:]ff:l:ti"'"%"ir:,["J::l; ]Go,a by2+owde, [gtiffiffifllnffiH:i:illllfl.T.T];;;:**r.r,"o,w^hstandins 1oo rbup,inarioinr(s)excepr .r=b) LOAD CASE(SI Standard MiTek recommends that Slabilizerc and crossrequired bracingbeinstalledtrussduringinere€1ion.accordance Stabilizerwilh A theTRUSSco.rnc. 7 8 ed READ NOTES ON fHts and i! tor an lor uk Tfuss This rcl lruss ust Job J101 7290 ThdTtuss Co.. trusi A5 Eugene. OR 97,102 irruss rice 'noor sprcnL i1"-" wmrt",r curro. xms I Ptv 6-4-{ lrr E 220 s Mav 29 2016 MiTBk l4duslries lac. Mm ALq 13 l3:3S 05 201E Pa?e I UNdXKtrTzT d4 H-GkowD gdvN0'l iOTGO0YSxCY*CeW6m5scmsePL;yol-, 416-0 12+Ot o** !$ S€le = l:88.t 3x4 // 3xd /t 8.oo lit t&3-0 &zL8 2+94 5xG - 21 r2ro 5x5 \\ 7 t8t9 2x4 ll 6x8 = 30 +3.1 3x4 \ 8 '1.5x4 i. 3 5xO \ I 3.oo I12 3x5 -- wt20 E ts +Id 2 16 4x5 ll 't5 14 2x4 li 5x8 = 36{4 11iz 3x5 = tAd 3x5 = 22 3'l 3x4 =3*=416= l3 3xE = 19'Gt-12 Gr-Ol 120.G1-12 ( SPACING. 2-0.0 Plsle Grip DOL 1-15 Lumber oOL 1.15 Rop Skess lncr YES CodE lRC201srTPP0t4 cst, TC BC WB MAITiX.MSH 0.93 0.64 0.98 DEFL. Vert(tL) Vert(CT) Hoz(CT) in (loc) 4.24 20-U -0.33 2C220.05 11 Udefl >999 >999 nia Ud 360 240 nla Plate offsets (x,YF LOADING TCLL (Roof Snow-25.0)TCDL 8.0 BCLL 0.0 ' LUMBER- TOP CHORD BOT CHORD WEBS OTHERS (ps0 25.0 ,G341, [8:G'l-12,0-1-81, [9:G24,0^2-81, ['13:0-2-{,0-1-8], 115:G2-€,G2-81, [16:G1-8,G2-01, ll7:G2-8,0-2-121, PLATES MT20 GRIP 1 85/1 48 REACTIONS. All boarings 2-11€ except O=lenglh) 2=G5-8- (lb) - Max Hoz 2:270(LC 8) Max Uplfi All uplii 100 lb or less at joint(s) except 2-1 87(LC 10), 1 4:141(LC 1 1 ), t3=-340(LC 7) MaxGrav Atlreac{ions250lborlessatjoint(s)€xcepl2=1428(LC17),14=,l386(LC 1). 14=1386(LC 1), 13=109a(Lc 31) FORCES. (lb) - Max. Cornp./Max, Ten. - All forces 250 (lb) or lsss oxcept when shovrn. TOP CHORD 2-3:21031267, U=-18751288,4-5-'16il/291, 5-29--1279t22E,6-29.-12621260, &30=-1493/369, 7-30*1626837, 7-E:1 575/223, 8-9=-l 5691166, $10:85/460, 1Gl'l-317/1137 BOT CHORD 2-22-31Ot1747 . 22-31--16711355,31-32=-t 67/1 355, 21-32:167t1355, 2i21=-167t13ss, 7-17:50at?2E, 't6-17-5911254, 15-1 6:385/1 21, 1+15--14121162,9-15.-1510t217 , 1 1-13:1043/332\/EBS U22:3511192,$22=-89155?,U20:738t255,620:135/596, 17-20--27t928, 6-17=-2421792, $16=-13711538.1Gl5:253/637,1G13:660/20E,13-15=904i354, 8-15-309117 NOTES. 'l) Wind: ASCE 7-'10; Vult.l20mph (Ssecond Eusl) Vasd=gsmph; TCDL=4.Epsf; BCDL=4.2psf; h=25.l1; Cat. ll; Exp B; Enclosedi MWFRS (envelope) gabl6 and zono: cantilever bn and right exposed ; end ve(ical loft and right exposed: Lumber OOL=1.60 plate grip DOL-1.60 2) TCLL: ASCE 7-10; Pf:25.0 psf (flat roof snow); Category ll; Exp B; Partially Exp.: Ct= l .10 3) Unbalanced snow loads hayo beon considered for this design. 4) This truss har b€en designed for greater of min roof live load of 20.0 psf or 1,00 limes flal roof load of 25.0 psf on overhang3 non-concunenl wilh other live loads. 5) This lruss has been designed for a 10-0 psf boltom choftl live load nonconcunBnt with any other live loads. 6) ' This truss has been desEned for a live load ot 20.0psf on the bottom chord in all areas lyhere a reclangle F0 lall by 2-G0 wide willflt b€twoen lhe bottom chord and any other members, wilh BCDL = 7.0psl. 7) Provide mechanical connec{ion (by others) ot truss to bearing plate capable of wilhstanding 'l 87 lb uplift at ioint 2, 141 lb uplif, at coir${\lJd e$adg P udin at ioint 1 3' Weight: 225 lb FI = 8o/o Strudural wood sheathing direc'tty.spplisd. Rigid ceiling direclly applied or $8-10 oc bracing. Except: +S oc bracing: 1+15 1GGo oc bracing: '17-19 'l Row al midpt $20 MiTek recommends lhal Stabilizsrs and required ctoss bracinE be installed during lruss eres,lion, in accordance with Stabilizer lnqlell2li^n 6ilide oRE30r: 7fl 6182 2x4 OF No.2 2x4 OF No.2 "Except' 83: 2r4 HF No.2, 86: 2x4 HF/SPF Slud/Std 2x4 HF/SPF Stud/Std 'Except' lM.\4/3,W4,Vt5: 2x4 HF No.2 2x4 HF/SPF Stud/Std BRACING. TOP CHORO BOT CHORD VVEBS RENEWS: 1211u18 A.rgust 13,201d . - [ Wanllarc - va.ity dsisn parrnctlft and READ NOTEs Ot.l rHlS AND lNCt.urrEO MttEK REFERENCE PACE Mlt-l473 BEFORE IJSE. .trd regarding BCSIt Bulldht Compoocnt A theTRUSSco. tttc. ,0r- -- l]2114710 I I., - --)I --, I..- 4 6 lralek connector.. constNction is lhs aroctor. S.l6ty 101 7290 iTruss I,A5 l Trrrc l^",, Type SPECIAL Trucs Co. EuEcn.. oR 97402 LOAD cASE(sl Standard A theTRUSSco. rr.tc. Bruc€ ll24r1710 WARNING - V.rily d*ign patamela.s and REAO ATOfES Ol/ IH,S AND INCLTIOED 'tIT€X REFFRENCE PAGE MU./{73 AEFORg USE. is (or an etedor aabnc.tion. 2 Salaty lor us6 drlcluao is M537t9 nol lruss Job l. ;lro r ?290 Ttuss A6 lTruss lype i^-"1.,:l Btuce Wcchci Cuslonr Homes 2018 3x4 .\ 7 5xE \' 6 l4 lnc.13:36 07 2018 3.oo i 12 112{11741 Sele = l:87.2 The Trus! Co.. Eugene. OR 9740? - ___94 _.-_ -___ 12-310 , t&3-O 2+$0 -' 6-4r ' 5-ri6 ' tt16 s$o 29{-13 , 3}4-10 ,37-'.1-2 4!+0 -r-rri- +e.la---- 3I-B._-'{-4-11 42+O l-cd 5x6 3xl // 3rt // a oo tl2 29 5x5 \\ 6 ,.5x4.\ t5 1x5 ll 3x5 - we 12 3x8 = fiE6* lotl{6 21 30 3x,l = ,o ,, ,, 36=4rE= ,B tl 2x4 ll 6x8 = 13 2x1 ll 5x8 = 3x5 3xs 11 2,5.{M SPACING- 2-$0 Phe Grip DOL 1.15LumberDOL 1.15 Rep Slress lncr YES Code lRC201s/TPl20l4 Matrix-MSH csl. BC vt/ts 0.9't 0.64 0.98 DEFL, Vert(LLI Vert(CT) Hoz(CT) in (lo€) 4.24 19.21 {.33 1$210.05 13 Udefl >999 >999 nla Ud 360 240 n/a Plate offsets (x,YF :tr2-3,Edgel, 15:G2-8,C1-Sl, [6:Gr-9,S,3.4], [7:G1-12,G1-Bl, [8:0-2-4,0-2-61, [12:G2-4,G.l€1, [14:G2€,G.2-81, 115:&1-8,c,24], ('16:G2S,G2-121. LOADING ICLL (ps0 25.0 Weight: 224 lb FT = 8% Struc'tural wood sh€athing dircctly applied. Rigid ceiling directly applied or S8-14 oc bracing. Except:4-il oc bracing: l$14 1O'O.0oc bracing: 1&18 1 Row at midpt 4-19 MiTek r€commands that Slabilizers and required cross bracing be installed during lruss erec{ion, in accordance \,vilh Stabilizer oREgor" lllhlit PLATES MT2O GRIP '185/14E RENEWS: 12131118 Artgust 13,2'l ld (Roo, Snow-25.0) TCDL BCLL 8.0 0.0 ' LUMBER. TOP CHORD BOT CHORD VlEBS OTHERS 2x4 DF No.2 2x4 DF No.2'Exc€pt' 83: 2x4 HF No.2, 86: 2xlt HF/SPF Studistd 2r4 HF/SPF Stud/Std'Except- W2,W3,Wi1,\r16: 2x4 HF No.2 2x4 HF/SPF Stud/Std BRAClHG. TOP CHORD BOT CHORD ! /EBs REACTIONS, All bsarhgs 2-'11-8 exc€pt (il=t€ngth) 'l=G5€. (lb) - Max Hoz 1:265(Lc 8) Max Uplit All uplift 100 lb orless at joint(s) except 1:168(LC 10), 13-141(LC it), 12=-340{Lc 7) MaxGrav All reaclions250 lborlessatioinl(s) except'1=1361(1C17), 13=1387(LC 1), 13=13E7(LC 1), 1z=tOEE(LC 3l) FORCES. (lb) - Max. Comp./Max. Ten. - Ai forces 250 (lb) or less excepl when sho\i,n. TOP CHORo 1-2:2oEEt27o,2-3-iE81t291.14:1660i294, 4-28:12AU229, $28=-1263/260, 5-29=-l 495i369, 6-29-1621 1345, 67 :1 577 tZ?4, 7-E=-1 57Ot 167, &9=-85/460, 910=-317l113'l BOT CHORD 1-21 -31 3/1 753, 2 1-30:168/1 358, 3&31 =-1 68i 1 3s8, 2G31 s168/1 3S8, i $20=- 1 68/t 3SB, &1 6=-490/228, 1 5-i6:60/1 256, 1+1 S:3Aq fil. 1?1 4=14 14t163, 8-14=-1 51 1t217, 10-12-1O35t332WEBS 2-21:3581191,4-21=-92t557,+19-tq)t216,s,i9-136/s97, 1&19-27t928, 5-16=-242t782,8-18=-137l1639, $1it=-253/633, *12=4761209,,t2-14:898/354. 7-15=-310t77 NOTES. l) Wind: ASCE 7-10: Vutt=120mph ($second gust) Vasd=gsmph; TCOL=4.Bpst; BCDL=4.2psf; h=2sn; Cal. I; Exp B: Enclosed;MwFRs (6nveloPe) gable end zone: canlileter l6n and right exposed : end uerilcal lefi and right exposed; Lumbsr DoL=1.60 plate Erip DOL=1.60 2)TCLL:ASCE7-10; Pf-25.0psf (flatroof snow); Categoryll; ExpB: partialtyExp.; Ct=1.10 3) Unbalanced snow loads havs been considered for this design. 4) This truss has been designed for grealer of min roof live loa-rl of 20.0 psf or 1.oo times flal ,oof load of 25.0 psf on ovefiangsnon-concunent with other live loads. :l I1,:,1T.:!:: ooon designed for a 1o.o psf bottom chord live load nonconcunent with any other tive toads.o, - I nls lruss has been designed lor a live load of 20.0psf on the botlom crord in all areas where a tectangle &.6-0 tall by 2-Go widewill fil between the bottom chord and any other mefiriers, with BCDL = 7-Opsf. 7) Provide mectlanical connection (by others) oflruss to bearing plale capabts ofwithsranding 168 lb uplift atjoint 1, 14,1 lb uplitr al coi$5uJ8 6!$ff8 P uplift at joint 1 2- A theTRUSSco. u.rc. I I I .J 5 3 4 READ iJoTEs oI, TH,s AND TN.LIJqED MIfEx REFEREN1E PAGE lyilI-\n\, SeFoRE UsE.WARNING . €raction M.dison. lot an Compon6nt ,- .l'oo P Woch.n Hon*s l-oP-tionaU.J 1 Or 7290:.----- the lruss Co.. ,A6 Euqene. OR 97402 LdAD CASE(Sl Srandard lvARrvrlrc , Vltily desiqo pdrdDctc.s )nd RF AO NOIES OIJ I,{S iND r},1(). UDED MIrEK REFERFNCE pAcF ilil.t4B AEFORE USE. the labricallon, qualty mntrol. 3torage Satcty lnlomrtlon availablc from Additional st(ucluacoltheer€dor. and Truss ol thgis the Component as based and i3 for an A theTRUSSco.INc T russ Madison, l+"irruis iTruss Type I ROOF SP€CIAL oty Pii Bruce W-echrrt dustom Hmer ,oh 29 2018 27 3x4 r' 6 . 3Gl-12 , 334.10 , 37-1-2*---=11.6 -r 12:11- 3^e8 12+0 T-o-6 It2tt1?c? | tJ 101 7290 :47 The Truss co.. Eugen.. OR 9740? ID 24-2..5 Mon 3.00 L12- t'l1{ S€le = 1:85 ,1 5rS - 3x4 /z 3rG // 4 26 19 29 3x4 = 8,00 ilt 5 18 17 3x6=a6= 3xO \\ 7 1.5x4 $28 3xrt \ 2 5x10 = 9 1.5x1 ,'t ,Y61 1l tzN Tt o d303116 15 3x4 = 3xO = l1 3x4 = 13 ,lx5 =3x5 3x5 $!.o &il{8-'t14 &2-10 115 s44 SPACING. 2.GO Plale Grip DOL 1 .15 Lumber DOL 1.15 Rop Str8ss lncr YES Code lRC201s/TP12014 cst.TC O.77BC 0.69wB 0.84 Malrix-MSH in (loc) 4.22 17-19 -0.33 1$170.08 13 l/defl >999 >999 fila Ud 360 240 nla DEFL. verr(LL) Verl(CT) Horz(CT) LOADING (psr) TCLL 25.0 (Roof Snow=25.0)TCOL 8.0BCLL O.O LUIIBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2WEBS 2x4 HFISPF Studistd'Elcept' W2,W3,W4,W5,\A/E: 2x4 HF No.2 PLATES MT2O GRIP 1 65/1 48 REACTIONS. (lb/size) t='l4lorMechanicat, 13=1976/G,$8 (min. G3-4) Mil( Hoz 1:265(LC 8) MaxUplifl 1--177(LC l0), 13-281(LC ll) Max Grav l=1429(LC 17), 13=1976(LC 1) FORCES. 0b) - Max. Comp,/Max. Ten. . All forces 250 (lb) or less except when shown. TOP CHORD 1-2--22071286,2-3-2o00t282, T4-1824t31't , 4-26:1398/239, *26=-1381t271, 527=-17E31285,6-27=l3TT1257 , O-7-16951257 ,7-28--17731239,8-2E=- t 8561233, 8-9-1631/194, $10=-381/1a40, 1O-1 1:332t1 120 BOT CHORD 1-19*3271192E, 19-29-18211537 , 29-3O=-182h537, 1 E-30=-1 82/1 537, 17-18=-182t1537 , I 7-31:79/1 369, 1 &3I =79/1 369, 1 $1 6=-79/1 369, 14-1 5=-1 1 4/1 5E9, 13-14-98/1 tl01 , 1 1.13-1032/345WEBS 2-19-357/194, G19=-93/542, 4-17--739t2s8,5-17:19611 1 18, 6-17-603/236, Gl 5=-111373, 8-1 4:691/206, 9-1 i1-1 1 4/550, 9-1 3:2s90i333, 1G1 3=-541/1 39 NOTES. 1) Wnd:ASCE 7-10: Vutt=120mph (Ssecond gust) Vasd=gsmph; TCDL=4.8psf: BCDL=4.2psl; h=25t1; Cat. ll; Exp B;Enclosed; MIA/FRS (envelope) gabl€ end zonel canlilever En and rigil exposed i end vertical left and right exposed. LumDer DOL=I.60 plate grip OOL=1.60 2) TCLL: ASCE 7-10; Pl=25.0 pst (flat roof snow); Category ll; Exp B: Partially Exp.; g1=1.19 3) Unbalanced snow loads have been considered fo, this design. 4) This truss hos beBn designod for grealer of min roof live load of 20.0 psf or 1.00 limes flal roof load ot 25.0 ps, on overhangs non<oncunent with other live loads. 5) This lruss has been designed for a 10.0 psf botlom chord liva load nonconc{/fient with any other live loads. 6) ' This truss has been designed for I live load of 20.0psf on the bottom chord ln all areas Mrere a reclangle 3-6-0 tall by 2-G0 rrvide will fil between the bottom chord and sny other members, wilh BCDL = 7.0psf. 7) Refer to girde(s) fot truss to truss conneclions. 8) Provide mechanical connection (by others) of lruss lo bearing plste capable of withstanding 177 lb uplitt at joint 1 and 281 lb uplin af joint .l3, LOAD GASE(S) Standard Weight: 206 lb FT = 8o/o Struclural wood sheathhg dkectty applied or 2-2-0 oc pudins. Rlgid ceiling direc{ly applied or 'lG}o oc brscing. Except: SlHoc bracing:11-13. 1 Rowat mk pl +17,6-17 MiTek recommends lhat Slabilizers and required doss bracing b6 install€d during truss ereclion, in accordance wilh Slabilizer Installation quid6. ORFGON ?ri 6;82 BRAC]NG- TOP CHORD BOT C}]ORD VlEBS RENEWS: 12131118 August 13,2018 A theTRUSSco.tNc. --AWARNNG-vttydt<isaDat.datrrszndREIDfOrESolllHrSANDtNCt1DEDMlTEkREFERENCEPA1EMl.TltSBFF}REUsE. . F,4.1 12-310 , 1&3-0,- -eaj----- t-,*--- sr;+ 3 1 ereclion vslid tor ule .n individusl Compotrant :Job Jr0t7290 -:.-. I The Truss Co.. Eugen.. OR 97402 I I russ lyPe I .Roof speci.l I Cusbm Homes 11143121 _-.,] 5-1 t€ 3x6:\ 8 20t6 29 3x4 .\. ,&8 4-+14 3.oo ha 1.5x4 // wll 4xS --3x5 2ol 8 Scale = l:86.1 13 ID -'l-0.0 u4 12+1q 1&10 ,{+d- e1-{ 3x5 = 5-1 lS tr16 5r5 : 6soo llt 3x4 // 27 28 3x4 \ gx6 // 5 ts "+!1.5x4 \\ 20 30 3x4 = 19 3l tg 5x10: 10 17 16 3x4 = 3x6 = t5 3x4 = 12fiits{ld t,J54 3x6 3xg 94-0 L11-O a-l 1-0 6.2-10 m SPACING- 2-GO Plate Grip DoL 1.15 Lumber DOL I .15 Rep Slress lnc, YES Code lRC201s/TP12014 cst.TC 0.75Bc 0.69 wB 0.84 Malrix-MSH DEFL. Verl(LL) Verl(CT) Hoz(CT) in (loc) -0.22 18-20 -0.33 1&180.07 14 Ydefl >999 >999 n/a Ud 360 210 nle LOADING (ps0 TCLL 25.0 (Root snow=25.0)TCDL 8-O BCLL O.O LUMAER. TOP CHORD BOT CHORD WEBS FORCES. 0b) TOP CHORD BOT CHORD WEBS PLATES MT20 GRIP 1 85/1 4E 2x4 DF No.2 2x4 OF No.z 2x4 HF/SPF Stud/Sld 'Except' \M,W3,W4,W5,V116: 2x4 HF No.z BRACING. TOP CHORD 8OT CHORD \ ,EBS weightj 207 lb FT = 8% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling dkoclly applied or 1GGo oc bracinq, Excepl: tlGo oc bra6ing: 12-14. 1 Row at midpt $18, 7-18 MiTek recommends that Stabilizers requ cross bracing be installed during truss erection, in ac4ordance with Stabjlizer REACTIONS. (tb/size) 2=14?7tG98 (min. G2-7), 1il=1975/G5-8 (min. G3.4) Max Hoz 2*270(LC 8) Max Uplift 2:196(LC 10), 1il:281(LC 11) Max Grav 2=t496(LC t7), 14=1975(LC 1) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-3:222a283, ?4:1994t279, 4-5:1 61 E/306, 127--1397 t?39, F27 =-1379127 1. G28=-1?:82t285,7-28--13761256,7€-1694/257, 8-29:17721239,9-29-1855t232, 9-1 0=-l 631/193, 1 Gl 1 -38 1 /1 448. 1 1 -1 2=-332t1 134 2-20:32411921 ,2G30=-1 80i 'l 535, 30-31 =-1 80/1 535. 1 9-31:'l EO/'l 535, 1 8-1 9=-1 EO/r 535, 1 8-32-79/1 368, 17 -3?-7 91 1368,1S l 7=-7911 368,'1 F1 6=-1 1 4/1 588, 1 tl-i 5-98/1 40 1, 12-14:1 038/345 92O=-3531192,5-20=-90/536, *18-7361257 , 6-1 8:198/1 1 1 7, 7-1 8:610/236, 7-16=13t373,9-15-594/206,10-15=-114i553,1G14--2588/333,11-14-s44t139 NOTES. 1) Wnd: ASCE 7.10; Vurt=12&nph (&second gust) Vasd=gsmph: TCDL=4.8psf; BCDL=4.2psf; h=25fr; Cat. ll; Exp B; Enclosed; MWFRS (envelope) gable end zone: cantilever bn and righl exposed ; end vertical lefr and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-l 0; Pf=25.0 psf (flal roof snow); Category ll; Exp 8: Pa.tially Exp.; Ct=1.10 3) Unbalanc€d snow loads have been considered for this design. 4) This truss has been designed for grealer of min roof live load of 20.0 pst or 1.00 limes flat roof load ot 25-0 psf on overhangs non-concurent wilh olh€r liy8 loads. 5) This lluss has been designed for a 10.0 psf bottom chord liva load nonconcunenl with any other live loads. 6) 'This trus3 has been designsd fff a live load of 20.0pst on the bottom chord in all areas where a reclangle 36-0 tSll by 2-0-0 wide willffi betvreen the botlom chord and any olher membeB, with BCOL = 7.0pst. 7) Provide mechanical connectbn (by olhers) of truss to bearing plate capable of withstanding 196 lb uplin al ioinl2 and ZEl lb upln at joint 14. LOAO CASE(S) Standard RENEWS: 12131t18 August 13,2018 7tl 6182 I mArutlO. Uerit y dqign poradet..s aDd REAtt Nof ES Otl f Hl:; AND tNCLltt FD Mltf( REFEREfiCr PAO E Mll-l4n S1FORE UsE- Orsigo valid fqusc only with MiTek @naldors. THs dcsign is bascd only upon paraocle,s shon, and i9 fq ar indiwual bdlding cmponent. Appri@biliry ol dcsign paEm6nler5 and prepe. in@.Po(alion of @mponenl is rcaponsibiily ot building designar- mt lruss deslgner. Bccing shown isforlateral suppodoliodividudwebmmbcr!only. Additionaltcdporarybracingloinru.cstabilitydu,ifrgonstruclimisth.raspmsibilryotth! erectoc Addilional pemenent br.cing ol the over3ll slructure i6 lhc responsibifty 0t the building desigocr. For gener.l gddane rcgarding fab.icetion, quality ontrol storagc. delivery. eredion and bracing, consul'l ANSnPI'I Ou.lity CrtLda, OSB.89 rnd BCSII Eulldlno Gonponenl Sahty lnlomatlon avallsue tm Trusr Plde lnitituia, 583 O'Onolrio Drivc, Madison. W 53719. A theTRUSSco.tNc. 7 93 r- l,:oT'* lffi$ l.c-e I Th! Ttusr Co.. Eugem. OR 97,102 -1-00foJ ---6.4-4 t6 o.oo [rI gfi€ 23 Sdle = 1:82.35x5 6 3x1 /z 3\6 // 15 22 3x4 = 8x8 \ 4x6.' 7E 1.5x4 \\ 14 13 24 25 1J 3x4 = 1.5a4 // 9 U lor5 6 3x5 - 3x5 3x6 = 3xg = 1.5x1 ll uo &1 l-o SPACIHG- 2-&0 Plale Grip DOL 1.15Lumbe.oOL 1.15 Rep Str€ss lnc{ YES Code lRC2015/TPl20t4 cst.TC 0.43BC 0.56wB o.54 MAtTiX.MSH . in (loc) 4.22 14-15 {.30 1+150.02 10 fden >999 >851 nla Ud 360 240 nla OEFL. ven(LL) Vert(CT) Hoz(CT) LOADING (psf)TCLL 25.0 (Roof Snow=25.0)TCDL 8.0BCLL O.O LUMBER- TOP CHORD BOT CHORD WEBS PLATES MT2O GRIP 1Ail148 2x4 OF No.2 2x4 DF No.2 2x4 HF No.2'Except' !18,W'l: 2x4 HF/SPF Studistd ARACING. TOP CHORO BOT CHORO \i1/EBs WeiEht: 189 lb FT = E% Slruc'tural wood sheathing dkeclly applied or $2-0 oc purlins. Rigid ceiling direc'tly applied or 1GG0 oc brachg, Except: H{oc bracing:12-14. 'l Row at midpt 5-14, t14, 7-t2 MiTek recommends lha{ Stabilizors and {equired cross bracing be hstalled during tru* eredion, in .ccordanc€ with Stabilizer REAGTIONS. ttb/size) 2=917I$.UA (min. &1-8), 12=1,158/0-$8 (mh. G2{), 10=612lMedlanical MaxHoz 2=266(LC 5) Max UplA 2-120(LC 8), 12-18s(tC 8), 10:83(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3*1176fi 46, $4:969/1 69, 4-5-777 1172, $6=-348/166, E7-350/149, 7-E:366/143, 6-9:545/1t11, 9-10-752/1 19 BOT CHORD 2-15-214t1O65,1*22-9A668,22-23*921668,1&23-92/668, 1 F14:366/19E' 1 2-t3-366/198,'lGl t-16/s73 \ /EBS 7-14:1 201965, ?-1 1.-96/499. 9.'l 1 -356/188, 5-1 4-6E4/256, 5-l 5-E9/563, &1 5:358i1 93, 7 - 1 2--151A212 NOTES. l) Wnd: ASCE 7-10; Vult=lzomph (3-second gust) Vasd=gsmph: TCDL=4.8psf; BCOL=4.zpsl: h=25ff; Cat. lll Exp B: Enclosed: MWFRS (envelope) gable end zone; cantileyer lell and right exposed i end vertical l€ft and right erposedi Lumber oOL=1.60 plate orip OOL=1.60 2) TCLL: ASCE 7-'l o: Pf=25.0 psf (flat roof snow); Category ll: Exp B; Parlially Exp.; Ct=1.10 3) This truss has been designed for grealer of min roof live load of 16.0 psf or l.OO limes llat roof load of 25-0 psf on overhangs non-concunent with other live loads- 4) Thi6 truss has been designed tor a 10.0 psl bottom chord live load nonconcunenl wilh any olher liva loads. 5) ' This lruss has been designed for a live load of zo.Opsf on lho bottom chord in all areas where a rec'tangle 3H lall by 2-O.0 wide will frt between the bottom chord aM any olher members, wilh BCOL = 7.0psf. 6) Refer to girde(s) for lruss lo trus3 connections. 7) Provide m€chanical connection (by others) ol truss to bearing plale c€pable of wilhstandhg 1 20 lb uplin at ioint 2, 185 lb uplilt at joinl '12 and 83 lb uplifl €t joinl 10. LOAD CASE(S) Standard P \ RENEWS: 12131118 August 13,2018 I mnurue.v";rydxignpetan,te.sendREADr.JorEsol/r,rsrNDl/cLUDEDMffEKREFERENCIpacEMrr.ToJaEFoREUsF. Design vElid for !s only vith MiTek connedor3. Thls design ls basod onty upon paramdcr! sho*n, and ir for a. iodtrdu.l building compdcrt. Applicabilrty of design paGmenleF and proper in@rpo.ataon of@fipon6nt is r€lponsibility of building desigaer- nol lruss d.sighe.. Bncing !ho$n ts lor l.teral suppoi ot indlvidu.l web mcmbeG ooly. Addiibnal t.mpqEry bracing to iniurc alabllity dudng construcliotr i! ti. rosPonshillrty 0l the 6.6clor, Addiionalperman?ntb.acingotlheoverallsl^JcJu.6islh.r66ponsibililoflhcbuiuingde!l!nc..Forgln.ralgudan6regardlg_ . -fabric.tion. qull'ty aontrol, storage, dalivery, ereclion and bracing, consuit ANSfiPll Oualtty Crh.dt, DsB{g end BCSII 8llldhg Componrnt safety lnfom.tlon avallablc lrom Truss Platc lnslnlte, 5E3 Donoitio Dtive. Madison. W 537i9. A 7l,6iL2 theTRUSSco.lltc. Tvpe -li'v - I I 1124r4i11 18-3-0 , 24-26fuJ12-!10 3G'1.12- st16 -- t'116 54 ( 3 ,Job ITruss' I Iirusi l**, F-ty ,PV Bnrcc 1 /i;;A a;sbm Homs TvPe SPECIAL 13.3? 56 2018 Page 1 KkJpXsABbDYoFTv I 121r 47.15 Scale = l:85.7 J 101 7290 Th€ Truss Co.. iAl0,t Eugen.. oR 97402 N+d -t-GO t-tt-t3 6+0 13-5s ' ..- liJ'!}. t -, 2'-2{ {ii-r-r{:B- sr ' $.5-! 't-9'6 s-ll{ 6r(6 = a.oo Jt 1.514 I I 3x6 // 6 t11.6 3x,t '\ 3x6 \\8g 6-{"4 3x4 /, 4 1.5x4 // l0 4\5 // 6x8 =21 Sx8 - 19 4x4 = ,l.5x1 il2-H tS 14 13 3x8 MTlSttS = 4x8 = 3 2 ,,,}E 3xS6i.$Jtz r r fi16 7x8 = 1.5x4 ll 27 12 3x,l = g 9-4-0 SPAC|NG- 2-O-O Plar6 crip DOL 1.15 Lumber DOL t.ts Rep Slress lncr yES Code lRG2015/Tpl2o.t4 cst.TC 0.468C 0.83wB 0.69 Matrix-MSH DEFL, Vert(LL) Verl(CT) Hotz(CT) in (loc) -0,22 1*16 4.36 12-26o.20 11 Vdetl >999 >503 nla Ud 360 240 nla LoADING (psf) TCLL 25.0 (Roof Snow=25.0) TCOL ECLL LUMBER. TOP CHORD BOT CHORD V\EBS OIHERS REACTIONS. PLATES MT?O MT18HS GRIP 189148 220t1956.0 0.0 . 2x4 OF No.2 2r4 DF No.2 .Except* 82: 2x4 DF No.1 &Btr 2x4 HF No.z.Except. W3,W4,U'6,W1 1,Vy2: 2x4 HF/SPF Stud/Std 2x4 HF/SPF Stud/Std Sltuclural wood sheathing direcfly applied or 2_$14 oc purl;ns. Rigid ceiling dkec{y applied or l Ged oc bracing. Except: 7-1S.10 oc bracing: l9"ZO.'l Rowatmidpt 816,8_15 Weight: 207 lb Ff = 8o/o RENEWS: 121311'tS August 13,2019 BRACING. rOP CHORD BOT CHORO VI/EBS (lb/size) 1 l=1296/tr,!echanicat, 2=1460/G$B (min. G,2-6), i3=255/G$a (min. 0-1 _8)Max Hoz z=?67(LCt) Max Uplifl 11:184(LC 9), 2:178(LC s), i3=6(LC B)Max Grav 11=j2e6(LC 1), 2=146d(tc iy, rs=3b31[ 16, I9!"-Ei. (lb) - Max. Comp./Max. Ton. - All lorces 250 (lb) or tess excepr when shown.rop cHoRo 2_3=_4836n38, ?::??l?ys, +s* t i zi ns i, #_ 1 5s 1 r27 o, $7 _ 1 7 1 2t 4 1 1,?4-1 Zg9t2t4,.O-9:is27t324,sr o=_r zlelaii, 1 o_1 1 :rs56/300Bor cHoRo 1 +1 s-7 ?J 1 2u,-ts-_t a-t a i iza. dzl :1 ii h _q, p-zt _-7 z 1 234, 1 1 - ! 2_1 67/1 57s,1 9,20-639/3308, t8-i9=_301/l 865, Z_Zo=_i ggt +ZlSWEBS #te:e/382,.r-1s=o6s/198, a-ii:soiaz,'i"ta=_sqsrzoa,1F1E=.22l088, 1 0_.1 2-36s/1 s3, I20:267/t 70e, 3- 1 9_ 1 ;80/34s, t -t s:iz+n t st, iiil+ roreoo NOTES. 1) Wind: AscE 7'10; vurt=12omph-(lsecond gusr) vasd=95mph;-rcD.t-=+.epsr; BCDI=4 2psf; h=25n; ca1 1; Exp B; Encrosed; $f$11".'S"re1 sable end' zoire; cantilorei ili lni ighi'!r'p...a , .r,j ,"rti.rr r"n "n!-ffit -exposeo; Lumber ooL=r.60 prare 2) TCLL: ASCE 7-1 O: pf=25,0 osf (flat roof snow); Category ll; Exp B; partially Exp.; Ct=1.j O " ill:5:',1::,fi1h'i?ffi:[::::;r",;;fi;iil;;ioiiSf re.op.roir.06iimes nai,oorbad or2sopsron overhanss 4) All plates arc MT20 plates unless olheMise indicated.5' I nis lruss has bosn dcsionad fot a 10.0 psf botlom chord live load nonconcunenl with any other live bads.6) ' This truss has been deiioned lor a.liroi;a; ;iro.6.i "iih.iot o, .hord in au areas ;n-eil a'rectangre e6-6 lag by 2+o widewill ft between rhe bonom;hord and.v oGi ,..Li.]'rriiiecor_ = z.op.r.7) Refe, to girde(s) for truss to truss connections. ';fiI'iill"ffl'ffiilffiri"J (bv others) of truss to bearins plate capabte of wirhstsndins 184 tb uplifl at ioint 11. 178 tb uptn at LOAD CASE(S) Standard M,Tek recommends thal Stabilizers and cross bracing be installed during truss ereclion,in accordance with Stabilizer A theTRUSSco.nrc. 7 5 l1 G2-3 Fdael ll( M^ [r {tl r{o.^ 1 WARMNG . conrult Compon6nt a^,1 REA|, NorFs ON tHtS AND INCLUDED MIfEK REFERENCE PAGE MII-\4/3 AEFORE TJSE,i9 Dased lob rJl01 7290 --:-The Trutt Co.. iTruss I lAllGE ---,.--.,.-.-.1 Euglne. OR 97ao2 j COMMON SUPPORTED GA8 - - .rrlss fypd lotY l, ._._1 ..,, lDlph3N8zl 1&&0 5x5 /z I 5x5 = 15 Sale = 1 80.1 8.oo llt' 14 13 17 18 il 19 't0 2a 5x5 \ ?1 6 24 25 2 ,3 3x5 = s4 s3 s2 51 50 49 48 47 4o 4s 44 43 42 t1 39 ga gz 36 35 34 33 32 3,l 39 29 3x5 =t0 3!6 = SPACING. 2.GO Plale crip DOL 1.15 Lumber DOL 1.15 Rep Slress lncr YES Code lRC2015/TP12014 cst. TC BC WB Malrix-SH 0.06 0.04 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc1 l/d6n Ud1 nlt 1?O1 n/r 9028 Na nla LOADING (ps0 TCLL 25.0 (Roof Snow=25.0)TCDL 8.0BCLL O.O LUMBER. TOP CHORD BOT CHORD OTHERS 2x4 OF No.2 2x4 OF No-2 2x4 HF/SPF Stud/Std 'Except' sTl 3,sTl 2,sT1 1,sT1 0,sTg,ST8,STl 4,STl 5.STl 6,ST1 7,ST18: 2x4 HF No.2 BRACING. TOP CHORD BOT CHORD 'AEBS Weight 299 lb FT = Eolo Strucluralwood sheathing directty applied or 6-tr0 oc purlins. Rigid coiling diraclly applied or 1o'Go oc bracing. I Rowatmidpt 1142,1+43,1t44,1245,11-46. 1441, 17-39. '18-38, 1$37 M[Tek recommends that Stabilizers and fequired cross bracing be installed during lruss ereclion, in accordanc€ with Stabilker lnstallalion ouide. OREOON 711rtn2 PLATES MT2O GRIP 't 85/148 RENEWS: 1U31118 August 13,2018 REAGTIONS. Atl bearings 36-6-0. (lb) - Max Horz 2=266(LC 5) Max Uplin All upln 1 00 h or less at joint(st 2, 42, 43, 44. 45, 46, 47, 48. 49, 50, 51, 52, 53, s4, 41, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28 Max Grav All reactions 250 lb or tess at joint(s) 2, 42, 43, 44. 15, 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 lorce3 250 (lb) or less except when shown TOP CHORD 2.3=-27A805 NOTES. 1) Vvind: ASCE 7-10; Vut1.129116 (}second gust) Vasd=gsmphi TCOL:4.Spst; BCDL=4.2psf; h=25ft; Cal. ll: Exp B; Enclosed; MVI,FRS (envelope) gable end zonel csntilever bn and rilhl exposed I end vedical left and riEht exposedi Lumber DOL= 1.80 ptate grip DOL= ,t.60 2) Truss designod tor trind loads in the plane ol the truss onty. For sluds exposed to wind (normal to the face), see Standard lndustry Gable End Delails as applicable, or consult qualili€d building d€signer as per ANSI/TP| 1. 3) TCLL: ASCE 7-10: Pf=25.0 psf (flat roof snow); Category ll; Exp B; partially Exp.l Cf=1..10 4) This truss has been designed for grealerofmin roof live load of 16.0 psf or 1.00 times flal roofload of 25.0 psfon overhangs non-concurrent with other live loads. 5) All plales are 1.5x4 MT20 unless olherwise indicated. 6) Gable requkes continuous bottom cho(d bearing. 7) Gable studs spaced at 'l-+0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent vr'nh any other live loads. 9) ' This truss has b€en designod for a livo load of 20.0psf on the bottom chord in all areas where a rectangl€ 3-&O tall by 2-GO wide will fil between lhe botom chord and any other members. 10) Provide mechan icsl conneclion (by others) of truss to bearing plate capable of withstanding 100 lb uplifl at joint lst 2, 42, 43. 44,45, 46. 47, 48. 49, 50, 51, 52, 53, s4, 41, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28. LOAO CASE(SI Standard A WARNING - venly d6ign paran,etss ahd READ rlrotEs orJ rms AirD IN1LUO€D MtrEK REFEREN1E qAGE Mil-7173 EEF,RE OsE.A theTRUSSco.rxc. Oesign valid lor use o[Vwith MiTek connsctori. This de.ign is b.scd only upon pa(melo,s shNn. .nd i3 lor .n individu.l building comporcnt- Ap_plicability ot designparamentel. tnd propor in@rpor.lion ol compon.nt is..gponsibility ol bulldi^g d.aign... rol truss dsrignei B€iing shown is fot lateral suppoi of individual web homb.E only. Additional tomporary bracing to insur. gl.bil ty dudng @nslNdion iE thr ;.rponiiDifl[ ol thcerecto.. AddithnalpermenenlbEcngofth6o6hllstructureisth6rc.ponsibilityotthebuildingdeiignerlorgcnoralguidan@r;g€rding' fabdcaton, qualily control slocac, delivery. rreclion snd brac.ing. con6u[ AXSI/IPIi Ouillty Crtt rtr, OSA{9 rnd Bisll B-ulldtng ComponrntS.latylnlometlon availablclromTruriPl.tclnstitute,5S3DonotrbDriv6 Madison.W537t9. t12111746 16 ,i I 4 28 rJob -l iTruss BIGEi.r.l 0 1 7?90l: Ihe Ttuss Co.. Eugene. oR 97402 Scale = t:60.44x4 10 11 137 146 8 12 29 28 27 26 Zs 4)(6 VIE = 15 2x4 ll 24 23 22 2t 20 1o.oo lit 4 3736353433323130 16 u1 ll 2 3 al l9 ls l9 SPACING. 2-rLo Plate Grip DOL .t. t5 Lumber DOL 1.is Rep Strass lflcr yES Code lRC201s/Tptzot4 Matrix-R cst, TC BC WB 0.20 0.07 0. 10 LOADING (ps0 TCLL 25.0 (Roof Snow=25.0) TCOt ECLL LUiIEER- TOP CHORO BO7 CHORO WEBS OTHERS DEFL. Vert(LL) V€rt(CT) Hoz(CT) in 0.00 o,00 0.00 (loc) Vdefl Ud18 nh 12018 nlr 9020 nla nla PLATES MT2O applied or reO oc bracing. 't&29, 9-30, ,1-28 Weight: 160 lb Ff = 8% GRIP 185t1488.0 0.0 . 2x4 OF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std 2x4 HF/SPF Stud/Std .Ercept. ST8,ST7,ST9:2x4 HF N0.2, SB1: 2x4 OF No.2 (lb) - Max. Comp./Max. Ten. - All forces 2S0 {lb) or less except when shown. ?.tl1ylal :yooL sh.earhing direclty spptiod or FGO oc purtins, except end vorticals. BRACING. TOP CHORD BOT CHORD l /EBS Rigid ceiling direcuy I Rowat midpt REACTIONS. A[ boadngs 2t-O-0. (tb) - Max Hoz 37=-226(LC 6) Max Uptin Ail uptin 1 Ooib or tess at joint(s) 30. gt, 32, 33. 34, 35. 2A. 26, 25.24, 23, 22 exceil s7_ I 4silc a), zo: ros(lc sl, ss: r.slii_i ii i, =_, so(r_c s)Max Grav Al readions 2bo m or tesi at idNr(sl jz, io, zii.' io-, 3i, ;i,"3it, --,* 35, 36, 28, 26, 25, 24, 23, 2?, it FORCES. NOTES. 1) Wnd: ASCE Z-tO; Vun=120mph (gsecond gust) Vasd=gsrnph: TCDL=4.8psf; BCDL=4.2psf: h=25,t; Cat. [; Exp B. Enclosed;Iffi:?1",:;;'ope) sabh "nd ';.; ;;i;t;;;H:;: ffii';liposoo ; ono vertiJr"n,"i,r'gir "-posed; Lumber DoL=l 60 prare :l Iii: i'ii'ii1['":':if,.:jiq [Jfffi"JJ:i::T,?,1'il, :::i,;I::r!]i.-t,H3i ll"-, . ,he race) see s,andard rndusrry3) rctL: AScE t-ro; n=)i..o mr{nar roor snoivl; ;;Glili;rd; B; parrialy Exp.; cr=l.10 :liil"ffil*,Hln::f:';ij::il;';iiffffiii'io'Xlraoruoi,-iii#.'nai,oorn"aor25 0 psron overhanss 5) All plates are i.5x4 MT20 unless othenvise indicated. 91 9-1!.1-y,r:: continuous bottom chord bearins./, I ruSs to be fulv sheathed frotrgi c"br. ;roi.'l;,"#;i'rll,:?:." lace or securety braced asainsr tareratmovemenr (i.e. diasonat wsb). il;#m":r*:*#it!}ij:"iffi,'n{#:}liill1tTtJi,"#T:tr"ilHi}#flT:,}"Jtxtii"**,", by2+owde 1 1) Provide mechanacal connectir s+. ss, 28, il, iil;:;'li3fJ-giil[:fi]il$ff ';.y,"Jii35[fii=ol?B: -irhsrandins 100 rb uprin ar ioint(s) 30, 31, 32, 33, LOAD CASE(SI Srandard RENEWS: 12t3lt1l August 13,2018 MiTeft recorn nends lhat and required cross brachgbeinstalledduringtrusserectiontnac€ordance with Slabilizer OREqON ill6tLt A theTRUSSco. rr.rc. --i-_ 21-G0 10&0 l8 oN fHts b€5ed USE, lCoffion ot J',t0r 12s0 The Ttuss Co-.Eugene. oR 97402 _1,. 4-H L lO:ph3N8zl g9-10 Scle= l:61.2 4x4 1.5x4 I c{g 1x4 r',' 3x1o ll 4x4 t\ 6 3x10 ll 7 f11 20 3x4 = 10 219 3xO - 3x4 = SPACING. 2.GO Plste Grip DOL r.1S Lumber OOL 1.1s Rep Strass lncr yES Code lRC201s/Tpt2o.t4 cst. TC BC v1/B DEFL, Vert(LL) verr(cT) Horz(CT) in (loc) Udefl Ud-0.13 9-11 >999 360{.17 9-11 >999 2400.04 ? nla nteMatrix-MSH 0.43 0.r10 0,27 LOADING (psf)TCLL 25.0 (Roof Snow=2s.0)TCDL 8.0BCLL 0.0 . LUTIBER. TOP CHORD 2x4 DF No.z BOT CHORD 2x4 DF No,2 WEBS SLIDER REACTONS. FORCES. (tb) TOP CHORD BOT CHORD WEBS NOTES. PLATES MT2O 6RIP 185t148 BRACING. TOP CHORD BOT CHORD Weight; 110 lb FT = 8% St udural wood directly epptied or$7-,t0 oc purlins. Rigid ceiling direcfly or 1GG0 oc bracing. g trv e OREqON l11vl"2 2x4 HF/SPF Stud/Std .Excaot. \48,W2: 2x4 HF No.2 Lelt 2x6 OF No.2 2-GO, Right 2x6 DF No.2 2-G,o (lb/size) 't=838/&s-8 (min. G.t_B), 7=9o6i&!€ (min. G1_B)Max Hoz 1:196(LC 4) Max Uplin i-90(LC 8). 7:108(LC 9) Max. C-omp_/Max. Ten. - All forces 25O (lb) or t€ss except when shown. ?-3,-e7.s!119. 34-881 t21 1, +s=_Bt anlo,s.s_e75y1ii""-" -' - 1-11-147t7a9, r1-20=0/s29.1620=u52s,,loi?r=oiiigl,g_zt=0r529,7-9_46/690 !1 1 -256t21 1, 4-9=-1 38/399, $9-2SZ|Z1 1,+r r _ I igrids-' -'"' 1) Wnd: AscE 7-10; vult=120rn66-(3-second gust) vesd=gsmph: TCDL=4.6psf; BcDL=4.2psf; h=25n: cat. il; Exp B; Enclosod; ^ Iff*|Slj!'opa) gable eni zone: cantileier lLfl aro rlshi'";po."o ; "ni r"niJr-.n "-ni-rfini'oxposeo; Lu.nber DoL=l.60 prare 2) TCLL: ASCE 7-fi:?l=25.0 *r^(B]TI:ryg; category n; Exp B; partiary Exp.; ct=r.10 ') *:*.:"',l;ffil:i^.j?ffi:',:::::;;;;fii*'il'.lJif,'.o r",oiioiii,i",'n,i."rbad or2s0 psron overhans64) This truss has been designed for a 1o.o psf bottom chord live load nonconcunent wilh any other live hads.' ;li'.,'lH'"5iffix,ffi*'"il,"iim:a::','.';',rjjlllLi+[n?il1r;,;.:ffif:]dane,e ]"o ra,, by 2.{r.o wid66) Provide mechanical conneciion tov "*t"i.i "r r,,.r iil.;,ilJ't,r"J" capaut! oiwitnstanding 1oo rb uprift at jo,nt(s) I except ut=rb) LOAD CASE{SI Srandard I REi'IEWS: 1ilJ1fl9 August 13,2018 A MiTek recommends lhal Stabilizers and crossrequired bracinginstalledbetrussduringinereclion,withaccordance Stabilizer theTRUSSco. rxc. pt,-ri ro.oo llz 1.5x4 { 1 is !t'4RN'n.lG Madison, 10r7290 itruis I l83GR ;ot ;Pa eruce vllechertE;iiom xomes i t12414749 i r1 Job Relerenc€ (ootaonal) TheTrussCo.. Eugene OR97,102 6.220s May?9201EMrTekl^dusloes.lnc. UonAug 13 13.38 13201E Pa06 I lO ph3NezlsReM6oCUNdXKkTzTd4H-lGHyuujwUT2ZLMtyUElpXEGEmsBtpPmJROoahkyoFTe 22+O------T-o-o1tl-4 _...r!_.__ ..'uL. 4x1 - 5-1-4 t4-12 27 2E S€l€ = 1162.8 1o.oo llt 3x6 /z 22e JUS24 4x6 tt JUS24 23 24 rt 10 252e JUS24 4x8 =,U6 =4x6 lt !S24JUS2'| 5x1O l! 3x6 \ 5 4x4 //4x4 i. 6 dd Te 21 9 5x10 ll JU524 JUs24 JUS2{ JUs24 JUS24 *1)ttJ s-1-4 ,112 SPACING. 2-GO Plate crip OOL 1.15 Lumber DOL 1.15 Rep Stress lncr NO Code lRC201s/TP12014 cst. TC BC\a Matrix-MSH 0.38 0.77 0.94 DEFL. Vert(LL) Vert(CT) Hoz(CT) in (loc) 0.10 9-11 4.',12 11-12 0.03 7 lldefl Ud >999 360>999 210 Na nla LOADING (psf) TCLL 25.0 (Roof Snow=25-O)TCDL 8.0BCLL 0.0 ' LUMBER. TOP CHORD BOT CHORD WEBS SLIDER PLATES MT20 GRIP 1 85/1 48 REACTIONS.(lb/size) 1=2656/s5-8 (min. H-6), 7=174710-+8 (min. G$7) Max Hoz 1:196(LC a) Mar Uplilt 1:962(LC 8), 7=-132it(LC 9) Max Grav 1-2655(LC 1),7=2069(LC 3a) FORCES. (lb) - Max. Comp./Max. Ten. - All ,orces 250 (lb) or less exc€pt when shown. TOP CHORD 1-2-1811/600, 2-A-273911209, &4=-1689/1 160, 4-5-1691/1159, 5{-214e116'l e, 6.7=13541897 BOT CHORD 1-21:93712160, 21-22-S3f 12160, 1?-?2='93712160, 12'23='9X7 t2160,2$24=-937/21 60, 1 1 -24-937 l21OO, I 1-25=-1 16311 622, I G25:1 1 63/1 622, 10-26--1163116?2, 9-26=-1 163t1622. 9-27 -1 1631 1622. 27 -28--1 1631 1622, 7'28-t 163t 1 622 WEBS T12=-127t1se4, ?11:1457 n67,4-1 1=-1359/1754, 5'1 1={'13/-/1 I , 5'9-7081626 NOTES- t) Wind: ASCE 7-'lo: Vult=12omph (}'second gust) Vasd=gsmph: TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. lli Exp B: Enclosed: MWFRS (envelope) gable end zone; csntilever lell and right exposed I ond verlical bn and right exPosed; Lumber OOL=1,60 Plate grip DOL=1.60 2) TCLL: ASCE 7-lo: Pf=25.0 psf (tlat rool snow): Category ll: Exp 8; Partially Exp.: Ct=1 .1 0 3) This truss has been designed lor greater of min roof live load of 1 6.0 psf or 1.00 times flat toot load ol 25.0 psf on ovefiangs non-toncurTenl rvith other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load noncononenl with any other live loads. 5) 'This truss has boon deiigned tor a live load of zo.Opsf on the bottom chord in all ateas where a ,ectangle $6'0 lall by 2'0-0 wide will f( between the botom chord end sny other members. 6) Provide mechanical conneclion (by others) of lruss to bearing plate capable of withstanding 100 lb uplift at joint(s) excepl O=[c) 1=962,7=1324. 7) Use USP JUS24 (W'ffi 1Od nailr into Girder & lOd nails into Truss) or equivaleni spaced at 2-G0 oc max. starling at 1-6-12 from lhe lett end to 1 &1 I-4 to connect truss(e3) A9 ('l ply 2x4 DF), A1 0 11 ply 2x4 DF), A9 (1 ply 2x4 DF) to lront face of bottom chord. 8) Fill a[ nail holes Mlere hanger is in contacl with hmber. 9) ln the LOAD CASE(S) section, loads applied to lhe face ot the truss are noted as front (F) or back (B). LOAD GASE(S) Standard Conlinued on pago 2 Weight: 130 lb FT = 8% Structuralwood sheatning direclly applied or 37'3 oc pudins. Rigid ceiling dir6c1]y applied or 6-1 1-0 oc brscing. l Rowalmidpt T11,+11 MiTek racommends that Stabilizers and rEquirod c{oss bracing be installed during truss etec{ion, h accordance wilh Stabilizer OREOON 7'1 6t82 2x4 DF No,2 2xO DF No.2 2x4 HF/SPF Stud/Std 'Except' V\13:2x4 HF No.2 Len 2x6 DF No.2 2-GO, Right 2xO OF No.2 2-G0 BRACING, TOP CHORD BOT CHORD VVEBS HENEWS: 1U3il18I august 13,2018 ,[ wlnrrnc . vo;tt dsigt pannctcrs a^d REAO NolEs 06, 7H,s AND IHCLUDED MlfFx REFEREN,E PAGE MIt-71f3 BEFDRE ltSE. Dcsign valid Applicabllity is lor lale€l tor us mly rilh eteclor.A theTRUSSco.wc.fabdcalion. ot il-12 ,IH 15-74 4 d 2 7g ereclion and ol ,ob--- .'jrruss ryp! ,r01 7290 .Colmn Grder Thc Truss Co. Eugena. OR 97402 LOAO CASE(S) Stardard 1) 6ead + $now (bahnced): Lumber lrcrease=1,15, Plale lndease='1.15 Uniform Loads (Ptf) - Vert: l-4-66,4-8=-66. 13-17=-14 Concenlrated Loads (lb) VerL 1 2=.598(F) 9=67(F) 21 -598(F) 22:59a(Fl 23=-59EtF) 2,1=67(F) 25=67(F) 26=67(F) 27=67(F) 28=-598(F) WARNING - Vefiy dsisn patan,eters nnd REAO t OrES oA, rHis A NO TNCLUOED lrtrFK REFERENCE PACE Mll-7173 BtFoRE us€A theTRUSSco.lNc. Oesign valid lo. us€ ont with MiTek @nneclon- This d.3i9n ii ba.od onty upon parametqrs shfrn, and i3 lor En indivljusl buildlng component. Apptlcabilaty otd€sign pe.am.ntss.nd propcr incorporalion ot componcnl is rcspdgibility o( buildlnq desigo.r. not lruss dcsigoct. Bncing shown s for tat.tal 5uppo( ol individual wcb mEmbefs onty. Adddional t.mporary bracang to insuc slaulity during @nslruction is lhc responsibillity ol th. Drcclor- AddationalpetmanedbEdngolthroverallslruclurEisth6r6sponsibilityotihebui(dingdesigner.Forg6naralguidaneregerding labricairon, quslity cillrol. storagc, delivery, aracion trd bracing, cmtult ANSUTHT qurlny Crilerla, OSB{9 .nd BCSh Bulldine Compor.nl S.fetylnlom.tlon availablefromTrussPlateinrlitrre,5E3D'onolrioO.ive,Madison,Wl 53719- lrruss I BsGR I "Ptv wicrrcrr csrm iw;s 2 Uob IjJ I Oi 7290 r-:- liruis i CIGE l_.. The Truss co.. Eu9€6e. OR 97402 LOADING 1psr1 TCLL 25.0 (Roof Snow=25.0) TCOL BCLL BCDL LUiIBER. TOP CHORD BOT CHORD VIEBS OTHERS ,Truss Tvoe|" Cmn Supporled G.ble ro.o0 llt 23 22 21 iun ior T '11 Btuce Wech€d Cuslod hofies 1i i Job Reterence (ootronsl) 1-G0 Mon l4 20r8 GRIP 1 85/1 48 Sele = 1:40.0 ID: t-- 4x4 6 10 113 12 J&t l3 le 21 18 1t t6 't5 14 PLATES MT20 6.0 0.0 REACTIONS. All bearings 1rHl0. (lb)- Max Hotz 2.1=-165(LC 6) MaxUplilt Alluplnl00 lborlessatjoint(s) 24,14,20,21,22,18,17, 16excep| 23=-106(LC8), ls=-101(LC s) MarGrav Allreactions2S0 lborlessatjoint(E 24,14,15,20,21,22,23, 18, 17, 16, 15 FORCES. (lb) - Max. Comp.iMax. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) Vvind: ASCE 7-10; Vult=120mph (lsecond gust) Vasd=gsrnph; TCDL=4.8psf; BCOL=4.zpsf; h=25ft; Cal- ll; Exp 8; Enclosed; MV!rRS (envelope) gable end zone; c€ntilov8r lefl and righl exposed : end vertical lefr and righl exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) Truss dosignod for wind load6 in the plane of the truss only, For studs exposed to wind (normal to the face), see Standard lnduslry Gable End Oetails as applixble, or consull qualm8d building dEsigner as per ANSI/TPI t. 3) TCLL: ASCE 7-10: Pf=25.0 psf (flat roof snow); Category lli Exp B; Psrtially Exp.; Ct=1.10 4) This truss has been designed for grealer of min root live load of 16.0 psf or 1.00 times flal root load of 25.0 psf on overhangs non-concunont wilh other live loads. 5) All plates sre 1.sxil MT20 unless olherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to b€ fully sheathed trom on€ faca or securely braced against lateral movem€ilt (i.e. diagonal web). 8i Gable studs spaced at 1+0 oc. 9) This lruss has been designed for a 10.0 psf bottorn chord livo load nonconcurenl with any other live loads. 10) ' This truss has been d6signod for a live load of 20.0psl on lhe bottom chord in all areas where a reclangle 3-6-0 tall by 2-G0 wide will fit between the bollom chord and any other members. 11) Provide mechanical conneclion (by others) of lruss lo beadng plale capable of withstanding 100 lb uplift at ioin(s) 2it, 14, 20. 21 , 22. 18, 17, 16 except O=lb) 23=1 06, 15=101. LOAD CASE(S) g6n(61d Weight: 89 lb FT = 8% Strucluralwood sh€alhing direclly applied or SGO oc purlins, excepl end verlicals. Rigid ceiling direclly applied or &G0 oc bracing. MiTek recommends lhat Stabilizers aM requi.ed be installed during lruss ereclion, in accordance, I cross bracing with Stabilizer OBEGON 1116182 7. 2x4 OF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std 2x4 HFiSPF Stud/Sld BRACING. TOP CHORO BOT CHORO RENEWS: 12131118 Argust 13,2018 SPACING- 2-GO Plate Grip ool 1 .15 Lumbor DOL '1.15 Rep Stress lncr YEs Code lRC2015/TP12014 csr.TC 0.128C 0.05wB o.13 Matrix-R DEFL. Verl(LL) verr(cT) Horz(CT) in (loc) 0.00 12-0.00 1?0.00 14 [dan Udnfi 120nh 90nla nla I WlnUrVc.v"r;tfdcignpTlamete1sdndREAONOIESONTHISANO]NCLUDEDMfiEKREFERENCEPAGE$lt.z,tt31FfonEUsF. theTRUSSco. twc. A ,I5.oo ,, -1-Go . 7-Go ' r.Go ' 7-Go 7+0 -... -,.| 1!.0{) 7 I s 5 5ci 2 paraoelers eacclor and Salcty lndituie, St3 Mrdi$n, aod is tor an individual !hown lob la17z90 1?51 ] ..___J C2 iruis ' lTruss Type I icq.mon I 10.00 i12 lur- iut 1121i The fruss Co. Eugene OR 97402 I D:ph3NgzlsReM60C 8220s Mav29zotEMrTBklndusties lnc' MolAug 13 13'30 152018 Ptge 1 uNdxKrrTzTd4H-zloiJalA05l Hbll LbeKHclLYE gzHHVscvKHhmdvoFTc 14-G0- 7+O - 1-G0 2 4x4 /z Scle = 1 43.61x1 d 4x4 \ J il le l: 16 1t 3x10 ll 1.5x4 ll 3xlo ll in 0.08 -0.09 0.04 (loc) 7-t0 7-l 0 6 Ydefl >999 >999 n/a Ud 360 240 fila OEFL. Vert(LL) Vert(CT) Hoz(CT) SPAC'NG. 2.OO Plate Grip DOL 1.15 Lumber DOL 1 .15 Rep Stress lncr YES Code lRC2015/TP12014 csr.TC 0.45BC 0.39 wB 0.18 Matrix-MSH LOADING (psf) TCLL 25,0 PLATES MT20 GRIP 1 85/148 (Roof TCDL BCLL Snow=25.0) 8,0 0.0 ' LU[IBER- TOP CHORD BOT CHORD WEBS SLIDER REACTIONS. (lb/size) 6=558/G5-8 (min. &1-8). 2=6281G$8 (min.0-1-8) Max Horz 2=135(LC 5) Max Uplift 6:58(LC 9), 2:77(LC 8) Mar Grav 6-578(LC 17),2=640(LC 16) FORCES, (lb) - Max. Comp./Max. Ten- - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2751239, 34-6221 122. 4-5=-5?6t1 21, $6:269/1 88 BOT CHORD 2-16:21 1427, 7 -16:21 I 427, 7 -17 --21 1427, *17 ='21 1427 WEBS +7=01319 NOTES- 1) wind: ASCE 7-tOi Vull=l2ornph (3-second gust) Vasd=gsmphi TCDL=4.8psf; BCDL=4.2psfl h=25fi; Cst. ll; ExP B: Enclosed; MWFRS (envelope) gable end zone, cantiteyer lefl and righl exposed : end vertical left and righl exposed; Lumb€r oOL=l.60 plate grip DOL=I.60 2) TCLL: ASCE 7-1 0; Pf=25.0 psf (flat roof snow): Calegory ll; Exp B: Partially Exp.: Ct=1 .10 3) This truss has been designed lor greater of min roof live load of 16.0 psf or 1.00 times flat rool load of 25.0 Psf on overhangs nonroncunent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any olher live loads. 5) ' This truss has been designed for a liv6 load of 20.0psf on the bottom chord in alt areas where a rectsnglo $H tall by 2-G0 wide will ,it between the bottom chord and any other members, wilh BCDL = 7.OPsf. 6) Provide mechanical connedion (by others) of truss to bearing plate capable of withstanding 100 b upfin al ioint(s) 6, 2. LOAD CASE(S) Standard Weighr: 62 lb FI = 8o/o Slruclural wood shealhing direclly applied or 6-G0 oc purlins. Rigid ceiling directly applied or 1GG0 oc bracing. MiTek reoommend3 that Slobilizers and required cross bracing be inst€lled during lruss erec:tbn, in accordanc€ with Stabilizer OREOON 7116182 2x4 DF No.2 2x4 DF No.2 2x4 HFiSPF Stud/Std Lefr 2x6 DF No.2 2+0, Right 2x6 oF No.2 2+0 BRACING. TOP CHORD BOT CHORD A-- [ waa,vruc . verity desiga patsnrcters and r]EAD Na)fES Ol! fHlS AND INCLI)IED MtfEK REFTRENCE PACE fl!1.74t3 EEFORE lJSt Desiqn valid for !s. onv with MiTek connedors. This design i3 based only lpon paramol6r6 shown, 3nd is lot.n individu.l building comPonenL Applicsblity ofd€.ig. p;.aEent.ri gnd propq incorporali6n ol component i9 respm.ibiliy otbuilding dosaqnfl- nol trusa dosigocr. Bracin0 3h0wn rsiorlatcraisupporiolrndividualwebm;mbersonly. Addilionallemporarybra.ingloinsur..l.blfityduringcondruclaonirthoresponsibillltyoflhe erecto.. Adddi;;al perranenl brscing of ine ovecil strLcture ls lhe respmsibility of tha bufting d6si9Far. Fo. g.neral guid.4c6 rcgarding -- .abdc.tion lr"tity Jont,ot. rror"9., d;tivery. e'cdion and b.acing. consull AIISUTPII Qu.ltty Crherl., DsB30 .nd BCSII Bulldlng comPon. nt salotylntor;rtl;n av.ilabkft;mTrussPletclnslitutc,t03O'ono{tioDrive.Mrdison.W53719.theTRUS$o.trlc. Reletgoc4 4 3 6 RENEI{S: 'l?J31118 august 13,2U18 l*o- P r.or 72so Truss C3GR iTruss Type I lComn Gidcr I___!-_-,---- ipr, IL The Ttuss Co.. Eugene OR 97402 t-94 144 n.ooll ,,4 ,, 1G4,(140-O ----l 3-4-4 T7-12 S€le: l:45.54x4 ll 5 22 10 23 4x4 \\ HUs26 4x12 tt \7-1? 3x4 :\ 64 oa d 4x4 /z 3 8 d, -1 Iotd t.: 2120rt21 3xG ll HUS26 HUS26 _ ^ _tfr- I 3x6 ll HUS26 4xt2 ll HUS26 HUS26 SPACING. 2-GO Plale Grip DOL 1.15LumberOOL 1.15 Rep Stress lncr NO Code 1RC2015ffP12014 cst. TC BC WB Matrix-MSH 0.49 0.79 0.57 DEFL. Vert(LL) Vert(CT) Hor.(CT) in (loc) -0.06 1G11 -0.10 1G110.o3 I Udefl >999 >999 fila Ud 360 240 n/a LOADING (psf) TCLL 25.0 (Roof Snow=25.0)TCOL 8.0BCLL O,O LUMBER- TOP CHORD BOT CHORO WEBS PLATES MT2O GRIP 165/148 2x4 DF No.2 2xG DF Nc.z 2x4 HF/SPF Stud/Std'Except' \ B:2x4 HF No.2 Len 2xG OF No.2 2-&0, Right zx6 OF No.2 2-G0 Max. Comp./Max. Ten. - All forces 250 (lb) or less sxcept \flfien shown. 2-3-31 62i397. U-il2gn 17, +5=-4060/590, 5-6=-4062590, 6'7--546Ot7 20, 7-8:3311/413 2-20-556/4036, l1-?0=.556/4036,11-21=.556/4036,21-22--5sBt4036,1G22=-556/4036' '1G23-503/4068, $23-503/4068, $24--503/4068, E'24='503/4068 $10=-56814812. &10-1402/286. 6-9-241t'|887 , 4-1o=1355t278, 4-11-*235t1441 weight: 1E1 lb FT = 8olo Struclural wood shealhing directly applied or 5-G''10 oc purlins. Rigid ceiling direc{y applied or 1GG0 oc bracing. $c r.v c OREgON 7'r 6,82 BRACING. TOP CHORD BOT CHORD SLIDER REACTIONS (lb/size) 8=492510-$8 (rnin. G4-l),2=4E68/Gi8 (min. M) Max Hotz 2=135{LC 21) Max Uplifl 6:626(LC 9), 2=428(LC 8) FORCES. (tb) - TOP CHORD BOT CHORD VlEBS NOTES. 1) 2-ply truss to be connected logether with 10d (0.131"x3") neils as follows: Top chords connec{ed as folbws: 2x4 - 1 row at G$0 oc. Bottom chords connected as follows: 2xO - 2 rows slaggorsd at GFo oc. Webs connecled as follows: 2x4 - 1 row at G9.0 oc. 2) All loads are considarod equally applied to all plies, except il noled as lront (F) or back (B) face in the LOAD CASE(S) sectim. Ply to ply connoctions hava bsen provided to distribute only loads noted as (F) or (B), unless olherwise indicated. 3) Wind: ASCE 7-10; Vutt=12omph ($second gust) Vasd-9smph, TCDL=4.Epsf: BCDL=4.2psl: h=25ft: Cat ll; Exp B; Enclosed; MWFRS (envelope) gabte end zone; canlilever len and right exposed ; end vertical left and .ight oxposed: Lumbel DOL=I.60 plate grip OOL=1.60 4) TCLL: ASCE 7-10; Pl=25.0 psf (flal roof snow): C€tegory ll; Exp B; Partially ExP.i Cl=1.10 5) This truss has been designed fot greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on ovefiangs non.ooncunenl with other live loads. 6) This truss has been designed for a 10.0 psf bonom chord live load nonconcurrent with any other live loads. 7) ' This trus3 has been designed for a live load of 20.0psf on the bottom €hord in all sreas where a rectangle 3-6-0 tall by 2-$0 wide will frt betwoen the bottom chord and any other rnembers. 8) Provide mechanical connection (by others) of truss to bearing plate capablo of withslanding 1 00 lb uplift al joinl(s) excepl O=lb) 8-626,2=628. 9) Use USP HUS26 (Wth 16d nails inlo Girder & 16d nails into Truss) or equivalenl spaced al 2+0 oc max. starting al 2-G12 from lhe lefl end lo 12-Gl2 to connec'l truss(es) A2 (1 ply ?x4 OF), A3 (1 pfy 2x4 DF) to front tace of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASEISI Standard Continued on ba'lfe 2 L I WaentXe - V";ly d*igh pennates eod READ NOTES ON rHls AND tNct |]OED MlftK ?EFERENCE PAGE ,t11.7173 BEFARE OSE. D.sign v€lid for u!6 only with MiTek connedors. This d.sign is bascd onty upon paramelcri shiln, and i! for ao indavadual blihing comPonent. App{€.bility old65ign p.6m6l.E snd prop€r incoporalion offrmponcnl is responsibility ol building dosiEner- mt truss designor. BBcing thowo isfql.lorElsspportolindiMdu.lwebm.mbeEonv. Additionaltempoe.ykacingtoinruraslabllitydurlngco3trudi6isth.r€sPonsibillityoflhc e.ector. Addi(ion.lplrman€ntb.lcingoflheovsrall.lruclureistheresponsibilityofthcbuildingdesigna(Forgcneralgudancgrcgsrding fabricltion, qualitycslrol, slo6ge, deliv€ry, ..cclion snd b,acing. conrull AlislfiPlt Ouallty Grttcti., OSB-!9.nd BC3l1 Bulldl.g ComPoncna Sef.tylnfomallon rvalabLtomTrussPlstclnslillnc,SS3D'OnotrioDriv!.M.dison.W53719. A theTRUSSco. tt'lc. 2 iotv - 1 Homos lnc 7 RENEIVS: 12t31t18 August 13,2018 Job - J10r7?90 Gi.der The Co. Eugcnc OR 97402 LOAD CASE(S) Slandard 1 ) -l-::ad + Snow (balanced): Lumber lncrease=1.1 5, Plale lncrease=1 .1 5 Uniform Loads (pto Vert: 1-5=66. tE--65. 12-16:14 Cohc€ntraied Loads (lb) Verl: 9-1432(F) 20=-1445(F\ 21=-1432(F) 22=-14321F1 23='1132(F) 2a:1a32(Fl WARNING - Vctily dsign pahtuetets and READ NoIES Or,J rHrs AlrD rNc/ I/DFD MlrF( RFF€R€,VCF qAGE Un-t473 BE€1RF UsE' onty rdh MiTek comec16.i! bas€d upon parametcr3 3hryo, and efedof.A theTRUSSco.mc.la baic ation,stoaage, Ttuss lnstilde, ol Drive. Madison. W 537i9. .hd ComPorent llomes for an f'o-- iJr017290 jns ------- tTruss Type GABLE s.oo l;t 3xG !l .Qty iPly Btucr Weched Custom Ho6es &M I Ir4753121 DIG€ The Ttuss Co.. euqenc. OR 97402 L lJoD R Lr"no (ept&Bal) 6.220 sMay2920lEMrTeklnduslnes.lnc. MmAuo 13 t3 36:172016 Pa@ I lO.ph3NBzlsReM60CUNdXKtrTzTdiH-wlWSkFmOYiY?qzAii3Mh4Rz,TghlPYvMdmq$oF?a r-0-0 .-..---.-.-+-.-- sxg = r-o-o Sale = l:30.3 3x6 ll 3xG ll 6 Nt 3x4 /z 3x4 \ I x I3 4x5{x5 't4 1.5x4 ll 13 1.5x4 ll 12 1.5x4 ll 'r 1.5x.1 ll 10 1.5x4 ll 64{M)3 n 7 T: n I iT, n SPACING. 2.G,0 Plste Grip DOL 1 .15 Lumber DOL 1.15 R€p Sfess lncr YES Code lRC201s/TP12014 cst. TC sc WB Matrir-RH 0.13 0.33 0.18 DEFL. Verl(LL) Vert(CT) Hotz(CT) in (loc) Udefl Ud -0_02 14 >999 360-0,04 14 >999 2400.01 8 n/a nla LoAolNG (pso TCLL 25_O (Roof Sno'r=25.0)TCOL 6.0BCLL 0.0 ' LUI/iBER. TOP CHORD 8OT CHORD VVEBS OTHERS 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std 2x4 HF/SPF Slud/Std PLATES MT2O GRIP '185/148 REACTIONS. (lb/size) 2=541lL}.g (min. G1-8), 8=544/G3S (min. G1-8) Max Horz 2=9a(LC 7) Max Uplin 2=80(LC 8), 8-80(LC 9) FORCES. (lb) - Max. Comp./Max. Tan. - All lorces 250 (lb) or lsss except when shown. TOP CHORo 2-3-555157,3443s177, +5d53/r06,5-5=-455/104, A7436n7,7-8=-557/56 BOT CHORO 2-14:10/383, 1$14=-10i3E3, 12-13=-10/382, 1 l-12:10/384, 10'11:10/3E5, 8-10=-10/385 WEBS 512-,,SA3OB NOTES. 1) Wnd: ASCE 7-10; Vult=l20mph (lsecond gust) Vasd=gsmph; TCOL=4.Epstt BCDL=4.2pslt h=25fl: Cat. ll; Exp B; Endosed; MWFRS (envelope) gablo end zone; canlilever bn and right exposed ; end vertical left and,ight exposed; Lumber DOL=1.60 Plato grip DOL=1.60 2) Truss desiEned for vrind loads in the plane of tho truss only. For sluds exposed to wind (no,msl to the faco), seo StandarO lndustry Gable End Details as applicablo, or consull quamod building dssign€r Bs por ANSlffPl '1. 3) TCLL: ASCE 7-1 0; Pf=25.0 psl (flal roof snow); Category ll: Exp B; Partially Exp.: Ct= 1.1 0 4) This truss hes been designed tor grealer of .nin roof live load of 1 6.0 psl or 1.00 limes flat roof load of 25.0 ps( on ovefiangs non-concurent w,th other live loads, 5) Gablo sluds spaced at 1-4-0 oc. 6) This truss has been designed lor a 10.0 psf botlom chord live load nonconcunent wilh any other live loads. 7) ' This tfuss has been designed tor a live load of 2o.Opsf on the botlom chord in all areas whore a roctangle 3-M tall by 2+0 wide will fit between the bottom chord and any other members. 8) Provid€ mechanicst connedion (by others) ol truss to bearing plate capable of withstanding 1O0 lb upln at ioini(s) 2, 8. LOAD CASE(S) Standard Weight: 72 lb FT = 8% Struclural wood shealhing directly applied or SS0 oc purlins. Rigid csiling direslly applied oiltGGo oc bracing. Mi-l-ek recommends thal Slabilizers and roquired c.oss bracing be inslalled during truss ereclion, in accordance wilh Stabilizer lnslallation ouide. OREgON ri1 6,82 BRACING. TOP CHORD BOT CHORD P TIENEWS:12131,18 August 1.s,2018 AWARNIN9 . V.ity d.-siga pareneters .nr, QEAD ROfES Oll fHtS AND INCLUDED illfEK REFERENCE PAGE ltlll.103 SEFORE lrSF. I -t Oeslgh valid lor ule mly f,ilh Mihk conncdors- This dcsign is basrd only upon pataoeteri shwn, ard is lo. en individuel blilding component- Appli€bilily ol design p'aramcnters and p,opsr in@eoratian ol @mggnent is rcsponsibility ol building de.ignor - not truss deiignct. Braqing shown irrbr hterai supporioiindividual seb m;mblrs oov. Addilional tempoEry bracing lo insuro slabifity during_construclion is.lhc .cspsribiiity of thc erector. Addilil;al pemancnt bracing ot ihe overall druclu.e is the r.sponsibility ol lhe buildinE designor. For g.noJa]-guidance regardilg - . tab.fation. quatty doniol, storage, d;Ivery. er.ction 6nd bracing. con3i/lt ANSt[Pfl Qo.llty Ctlr.tl., DSB,E and BCSII Bullding Component salctylnlor;atl6n availablerramTrussPlatelnstilute,5S3DonofioOdve,M.dison,WS3Tl9.theTRUSSco.rNc. 7 I 3 2 I iob r10r ?t90 -fne fru* Co. I ype otv Ply . Bruca Wcclcd Cullom Ho6es t2-o4__ 6-Go Eug€ne. oR 97402 -t-G,0 l .-: .-iJo!-Berclcrce-Iostiolau 8.220 3 Mav 29 2018 ili-ek Indusldts. l4c. MonAug 13 13 38 1E201E Page ! lD ph3NSzlsReM6oCUNdXKtrTzTil4H-OE4rxbn2J0gsSTlvcnt-EHz5wt0rUsazbl-fvlMWoFTZ , 13-Gq I 12114751 Sele = l:29.1 1-0-0 o-qo _._ 6-G0 1-GO 4x4 8.oo Ft 4 LOADING 1psf1TCLL 25.0 (Roof Snow=25.0)TCDL E.OBCLL O,O ' LUMBER. TOP CHORD BOT CHORO WEBS 2 2x4 DF No.2 2x4 DF No.2 2x4 HF/SPF Stud/Std T 1 E 6 .l.5x4 ll 3x4 3x4 - PLATES MT2O GRIP 1 85/148 REACTIONS. (lb/size) 2=5i16/O!8 (mh. G1-8),4=il6/c3'8 (min.0'1'8) Max Hotz 2:98(LC 6) Max UPlii 2:78(LC 8),'l:78(LC 9) FORCES. (lb) - Max. Comp./Max. Ton. - A[ forces 250 (lb) or less except when shown' TOPCHORO 2-3-588/88,3-4:588/88 BOT CHORO 2-6-131497 ,44--1A4A7 NOTES. t) \Mnd: ASCE 7-10; Vult=l zomph (3-second gust) Vasd=gsmph; TCDL=4.8psf; BCDL=4.2psf: h=25n; Cat. ll; Exp 8i Enclosed; MWFRS (envelop€) gabE er<l zone; cantilever len and right exposed ; end vertic€l lefl and right exposed; Lumber DOL=1.60 plale grip oOL=1.60 2) iiLL: ASCE 7-10i Pl=25.0 pst (llat root snow); Category lli Exp B; Partially Exp.; Ct='1.10 3i Thistrusshasbeendesignedforgrealerof minrootliveloadol 16.0psf or1.00timesflatroof losdof 25.0Psf onoverhangs non-concurent wilh other live loads. 4) This truss has been designod for a 1 O.O psf bottom ciord live load nonconcurrent with any other live loads. S) , This truss has been dasignod for a live load of 2o.Opsf on the bottom chord h all aroas wh€re a reclangle 16-0 tall by 2-GO wide wiu ftt between the bottom chord and any olher member6' 6) p.ovide mechanicalconnection (by others) of truss to bearing plato caPable of withstanding 100 lb uplift at joint(s) 2, 4. LOAD CASE(S) Slandatd Weight: 44 lb Ff = 8o/o Slructural lyood sheathing directly applied or &G0 oc purlins. Rigid c€iling dkeclly spplied or 1GGo oc bracing. .ecommends lhal Stabillzers and required cross brocing be instelled during lruss erec{ion, in accordance with Stabilizer OREqON 1t'lEl82 BRACING- TOP CHORD BOT CHORD PENEItS:1?J31,18 Aroust 13,2J18 A Matrix-MSH cst. TC BC WB 0.36 0.34 0.13 OEFL. Vert(LL) Vert(CT) Horz(cT) in (loc) 0.04 G9 -0.06 G12 0.00 4 Ydefl >999 >999 nla Ud 360 240 n/a SPACING. 2.GO Plate Grip DOt 1.15 Lurnber DOL 1.15 Rep Stress lncr YES Cote lRC2Ot5/TP12014 theTRUSSco.tHc. 5 AJO TES ON TTiS IND 'NCLUOED MlfEK REFERENCE PAGE *111.7473 BEF ORE USE and is lq an Drive. Madrron d€signer. Componenl Symbols PLATE LOCATION AND ORIENTATION 1 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. g-1 a, 6 For 4 x 2 orientation, locate plates 0- tru" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MiTek 20/20 software or upon roquest PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION lndicated by symbol shown and/or by text in the bracing section ofthe output. Use T, I or Eliminator bracing if indicated. lndicates location where bearings (supports) occur, lcons vary but reaction seclion indicates joint number where bearings occur. lndustry Standards: ANSlffPll: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing. BCSI I: Building Component Safety lnformation, Guide to Good Practice for Handling, lnstalling & Bracing of Metal Plate Ccnnected Wood Trusses. ) TOP BOTTOM 6 E JOINTS ARE GENERALLY'.IUMBERED/LETTEREO CLOCKI'YISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHOROS AND WEBS ARE IDENTIFIED BY END JOTNT NUMBERS'LETTERS. PRODUCT CODE APPROVALS ICC-ES Repo(s: ESR-131 1, ESR-1352, ER-5243, 96048, 9730, 95-43, 96-31, 9667A NER487, NER-561 951 10, 84-32, 96-67, ER-3907, 9432A O 2006 MiTek@ All Rights Reserved Numbering System A General Safety Nctes I 6-+8 I dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal lnjury 1. Additional stability bracilg for truss systern e.t' diagonal orX-btut,nJ, i! t.h.ays required. S'e BCSIl 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual latoral braces themselves may require bracing, or dtt€mJlive T, l. or :l:rie tl )r bracing should be considereo. 3. Neverexce€dthe del,;gn;oaLing shown end ne|er . gtack materials on inad€quatuy Lraced lroisesl 4. Prcvide copies of this lruss design to the building designer, areclion superYisor, property owrer and all other interested PanEs. 5. Cut members to bear tighlty against sach other. 6- Place plales on each tac€ of lruss at each lornt and embed fully. Knots and wane at joint iocations are regutated by ANSI/TPl 1. 7- Oesign assumes tru33€s will be guitably prolected trom the ehvironment in accord wilh ANSI/TPI 1. 8. Unless otherwise noled, moisturo conlenl of lumber shall not exeed 19% at tim€ of fabric€tion. 9. Unless expressly noted, thas design is not apPlicable for . use with fiie retdrdant, preservstive treated, or gre€n lurnber. 10. Camber is a non-slructural consideration and is the responsibility of truss ,abricator. General praclice is to camber for dead load defleclion. 1 1. Plale type, size, orientalion and localion dimensions indicatCd are mlnimum plaling requlremenls. 1 2. Lumber used shall b€ of lhe species and size, and in all respects, equal lo or better than thai specitied. 1 3. Top chords must be sheathed or purlins provided at spacing indicated oo design. 14. Bottom chords requile lateral bracing at 10 fi. sPacang. or less. ,l no ceiling is installed. unless othelwise noled. 15. Conneclions not shol rn are the responsibility of others. 16. Do not cut or alter lruss member or plale without Prior approval of an engincer. '17. lnstall and load vertically unless indicrt€d olherwise 16- Use of oreen or lreated lumber may pose unacc€Ptable environ-montal, health or performance risks. Consult with projecl engineer b€lore use' 19. Revia, all portions oflhis design (front, back, words and pic{urei) before use. Reviewing Pictures alone is not suflicient. 20. Oesign assumes manu{aclure in accotdance wilh ANSI/TPI 1 Quality Crileria. a 4 ox Io 0-o F- ouoT O o- F o 7 r BEAR!NG l._.- _ {_r _ WEBS $ I l-J theTRUSSco. INc. 1 oo Ioo o) 2-00-00 TYP @o Io o oo No tr) di oooo N$ oo (oo to oooo @ START 2-05-08 .-_c'lG HATCH LEGEND RAISED CEILING 2 RAISED CEILING 1 oooo N @ @ I\t roro .fro tUz)zuzo :EL tU =tI ii 11 .>lsk lE= -.eE E8"iu *-S) E,EEEBF-o - c o 8 g {il I ^.(U-"6E;IqE o'= 6 = =co)E*io.= eo o g I3 Eg Pfl{ E E EEE:=E ?: BEE€34'rE €gE s s EEx $Eq(U.<o > <o3 0 E-5 oo,NN o - -)-)zt Eo 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 @ oN N @ riiF oz Jo ao Eo - Eo *t U))o t-o -Coo =oo J m .E =I_ GLlr- to (, Eoo)f tu t'E! bo E c)oz @r o)r $ uiF oo Lb Ep0 q 2 ! oo L troo o D\ E- UOozino, - o'! rBEl i7 u iro@_! y >q- 6.= O Ig'EE&{XEE:eoicoi<Fuz dd -9, -.1-u I ilr J 96{,o GENERAL NOTES I THIS DRAWNG PROVIDES TRUSS DIMENSIONS AND TOCATIONS 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 ANO BRACING RECOMMENDATIONS. SEE THE ENCLOSED BCSI.Bl & BCSI-83 SUMMARY SHEETS. BEFORE INSTALLING TRUSSES. REFER TO INDIVIDUAL ENGINEERED TRUSS DRAWNGS. LOCATE THE TOP AND BOTTOM CHORDS, AND PL{CE TRUSSES ACCORDINGLY. BRACE INDICATEO ON THE ENGINEERED TRUSS DRAWNGS IS MANDITORY AND PERMANENT, FOLLOW PROJECT ENGINEERS / DESIGNERS INSTRUCTION ON TIE DO\^NS. NAILING AND OVERALL SWAY BRACING. OO NOT CUT, ORILL. OR ALTER TRUSSES IN A.,IY WAY ;VITHOUT. WRITTEN AUTHORZATION FROM THE TRUSSCO & BTJILOING SUPPL/,- THE CONTRACTOR ASSUMES SOLE RESPONSTRIITV'E ANY ALTERATION OF A TRUSS WTHOUT \A/RITTEN :IPPROVAL FROM THE TRUSSCO & BUILDING SUPPLY. A, NO MATERIAL SHALL BE STOREO ON A TRLSS S"'ST:M UNTIL iLL PERMANENT BRACING HAS BEEN COMPLETLL/ INS;ALLED, B. CONCENTRATED & UNIFORM LOAOS DUE TO CI)NSTqUCTION AND/OR OCCUPANCY SHALL NOT EXCEEO THOST ^PECIFIED BY THE TRUSS DESIGNER AS TO V\EIGHT ANO LOCATION. C. LOADS SHALL NOT BE SUSPENOEO FROM rllE BOr-r OM CHO.{DS OF TRUSSES UNLESS THE TRUSSES HAVE BEEN OESIGNED TO SAFELY CARRY THE APPLIEO LOAO. IMPORTANT: 1. SEE BCSI.BI SUMMARY SHEET FOR HANDLING. INSTALLING, RESTRAINING AND TEMPORARY BRACING REQUIREMENTS. 2. SEE ENGINEERED TRUSS DRAWNGS AND SUPPLIED BCSI-B3 FOR PERMANENT BRACING REQUIREMENTS ) 3 4 5 6 SUPERIMPOSED LOADS: ENGINEERING SHEET LAYOUT <--r 2-05-08 2-00-00 53-06-00 22-11-08 1 2-00-00 1 B-06-08 1 0-09-08 1 5-00-00 21-00-00 ooIoo O) oo (f)oIo oooo $s oo aoot DlGEllil @o lr)o Ic{ A uJ C' ooIoo lr) oo (oo Noo (ootr.- oo (oo N oo (oo NN '14-00-001 2-06-00 6-00-00 53-06-00 TRIANGLES ON TRUSS ENDS INDICATE LEFT END OF TRUSS ON CORRESPONDING o)