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Plans (77)
Job Truss Truss Type Qty Ply Creative Fence and Deck-MORIMATSU K2586934 B1603947 A01 GABLE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 1615:01:20 2016 Page 1 ID:tTSZguHP t Qr7xlofzvrYBoyJ?DU-?1 viwmYcWzjAwe WAkHBUQVTtkYT2frIE Bao6YrylZ9D I -2-0-0 5-4-4 I 10-0-0 I 14-7-13 I 20-0-0 1 22-0-0 1 2-0-0 5-4-4 4-7-13 4-7-12 5-4-4 2-0-0 Scale=1:39.4 4x4= 2x4 11 3.50 12 2x4 I I 18 2x4 15 y y 2x4% t'-' 14 3 5 17 2 t3 18 6 0% 2x4 -- ��_ 7 I 8 Z 3x6% 3x8= 3x8 I 10-0-0 I 20-0-0 I 10-0-0 10-0-0 Plate Offsets(X.Y)— 12:0-4-7.0-1-8].(6:0-4-7.0-1-8] LOADING(psi) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) 0.21 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.46 2-8 >507 180 TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.07 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:84 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-6-6 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=963/0-5-12,6=963/0-5-12 Max Horz 2=50(LC 16) Max Uplift2=-329(LC 8),6=-329(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=2018/1069,13-14=-1976/1079,3-14=-1926/1079,3-15=-1467/915,4-15=1416/921, 4-16=-1416/921,5-16=-1467/915,5-17=-1926/1079,17-18=-1976/1079, 6-18=-2018/1069 BOT CHORD 2-8=976/1887,6-8=-976/1887 WEBS 5-8=-682/229,4-8=-404/531,3-8=-682/228 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-0-0,Exterior(2)7-0-0 to 10-0-0,Interior(1)13-0-0 to 19-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed Gable End Detailsrwind loads in as applicable,fhe plane of the truss only. For studs exposor consult qualified building designer as perANSI/TPIto wind'nonnal to the face),see Standard Industry -k<51‘°) k(< PR Opk,So 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �c-.N ANG I N Es-9 '' 4)Unbalanced snow loads have been considered for this design. 17 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs89200 P E non-concurrent with other live loads. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 8)*This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will w irr fit between the bottom chord and any other members. 17 OREGON ‘(/ 9)A plate rating reduction of 20%has been applied for the green lumber members. G 4 ,\ Dr 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=329, , -/y 1 2.0 Q} 6=329. A,,_ e 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,V' R R 10- EXPIRES: 12/31/2017 November 16,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0047473 raw.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nothill. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-09 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Creative Fence and Deck-MORIMATSU K2566935 B1603947 A02 Common 10 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 1615:01:21 2016 Page 1 ID:tT5ZguHP1 Qr7xlofzvrYBoyJ?DU-TDT476ZEHGs1 Yo5MH_ijzj?2UyoH01?OQEXf41yIZ9C i -2-0-0 i 5-4-4 I 10-0-0 I 14-7-13 I 20-0-0 I 22-0-o I 2-0-0 5-4-4 4-7-13 4-7-12 5-4-4 2-0-0 Scale=1:39.4 4x4= 4 3.5012 2x4 11 12 2.4% u• 103 5 13 N c5 14 g 2 6 �__ 7Id d = 8 Z 3x6% 3x6 3x8= 20-0-0 10-00.0 I 10-0-0 Plate Offsets(X.Y)- [2:0-4-7.0-1-8].[6:0-47.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) 0.21 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.46 2-8 >507 180 TCDL 7.0 Rep Stress Ina YES WB 0.30 Horz(CT) 0.07 6 n/a n/a BCLL 0.0* Code IBC2015/TPI2014 (Matrix) Weight:79 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-6-6 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=963/0-5-12,6=963/0-5-12 Max Horz 2=31(LC 8) Max Uplift2=-221(LC 8),6=-221(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-2018/1069,9-10=-1976/1079,3-10=-1926/1079,3-11=-1467/915,4-11=-1416/921, 4-12=-1416/921,5-12=-1467/915,5-13=-1926/1079,13-14=1976/1079,6-14=-2018/1069 BOT CHORD 2-8=-976/1887,6-8=-976/1887 WEBS 4-8=-404/531,5-8=-682/204,3-8=-682/204 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-0-0,Exterior(2)7-0-0 to 10-0-0,Interior(1)13-0-0 to 19-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 PROF 3)Unbalanced snow loads have been considered for this design. ��0D F 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ��" �N(j I N��R l non-concurrent with other live loads. ,N i? 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 89200 P E fit between the bottom chord and any other members. ' 7)A plate rating reduction of 20%has been applied for the green lumber members. 411P / 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=221, _ �// _ 6=221. 18 — 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -y, 4,OREGON X44/ /0 All 14 `Z°NP4 MER R 11—\- 0 EXPIRES: 12/31/2017 November 16,2016 1 I iill A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 r v.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-$9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13/4" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury MIK Dimensions are in ft-in-sixteenths. 6 Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. ned by an enineer.For 0-/16 2. wide trusssTruss pacingmust individual be latera braces themselves IlL\11111M1161114 may require bracing,or altemative Tor I O 6 bracing should be considered. 1...iiir U = 3. Never exceed the design loading shown and never OU stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�$ BOTTOM CHORDS c ~ designer,erection supervisor,property owner and plates 0- 1t 'from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ." Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. %/•••• 15.Connections not shown are the responsibility of others. Indicates location where bearings size shown is for crushing only. (supports)occur. Icons vary but16.a o not cut or altertttruss member or plate without prior reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. ® ( number where bearings occur. __ 17.Install and load vertically unless indicated otherwise. Min ,x, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSITTPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, M i I� tg 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSUTPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015 73 M <o x SO \ Mr 0000 CD m Socvprprr 1411 ST;-°_z 0rrrrr- 0 - Cn N II II II II C tSNm II II GGOVI 0 ii aIIOa A W W II p 2 7.C\ �N y N O N N lif.... ..II 3- C Z O TIP Z CI r m 0 y 20-00-00 z m D p z o Dr, 0 0 0 a Q A A A ® A v o g m C m 71 r p ,mi 73 A F m Z zv A02(10) zo ,a z r M O v N c ii 0 z -1 0 v C 0 -( 0 0 c 0 m v K m m Z a Oz c en Xi o III Dv m z o CI D Z r m M 0 20-00-00 c T 73 0 30 m C P 0 7J C co P R Q S _id SW O 107th Ave THIS Ig BTRU88 PLACned as DIAGRAM ONLY. Beaverton, OR 97005 These trusses em dcsigrcd as individual bud budding SCALE: Pon t to be PLACEtea lura the building Odesign NLY Phone: 971-371-5971 NTS at the �gn ah sheets orbeach desiing gn identified ILD" DATE: QUOTE D M: on the placement drawing The building derigner is Creative Fence and Deck 11/15/2016 B1603947 7.Lean`o ndfond rMeovm IRA.D design of the Wes.support structure including hearts, PROJECT. DRAWN BY: JOB M berms,walls,end columns is the responsibility of the Morimatsu Roberto Vasquez building designer. rot general guidance regaining bracing.wwlt'Bracing of woad Wm.,available from the Team Plate Institute,583 D'OwDio Drive, AODREEg: ,Tigard,OR Madison,WI 53179 QUOTE REQ.QUOTE DATE 11/18/16 ORDER# DATE 11/21/16 PAGE 1 1 It ORDER DATE / / QUOTE# B1603947 ProBuild Beaverton DELIVERY DATE / / CUSTOMER ACCT# 000000682 5350 SW 107th Ave DATE OF INVOICE / / CUSTOMER PO# - Beaverton,OR 97005 ORDERED BY INVOICE# . PiiQSuiid P :971-371-5971 TERMS Direct Bill F:971-371-5989 SUPERINTENDANT TRUSS SALES REP Louis Swing JOBSITE PHONE# DESIGN I.D. Roberto Vasquez Beaverton Components JOB NAME:Creative Fence and Deck LUMBER SALES REP HOUSE L 5350 SW 107th Ave MODEL:Morimatsu SUBDIV: D Beaverton, OR 97005 TAG: LOT: CATEGORY:ROOF T 0 DELIVERY INSTRUCTIONS: S H P I SPECIAL INSTRUCTIONS: o Tigard,OR BY DATE BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 00-03-15 REQ.LAYOUTS REQ.ENGINEERING QUOTE RAV 11/16/16 Res-Non-Repeat END CUT RETURN NONE LAYOUT RAV 11/15/16 PLUMB GABLE STUDS 24 IN.OC JOBSITE 1 CUTTING / / ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR Height ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) MaxaxHe 03-09-11 INFORMATION 25.0,7.0,0.0,10.0 1.15 I PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB HEEL HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT I RIGHT GABLE 00-03-15 00-03-15 1 3.50 0.00 A01 20-00-00 20-00-00 2 X 4 2 X 4 02-00-00 02-00-00 COMMON 00-03-15 00-03-15 10 3.50 0.00 A02 20-00-00 20-00-00 2 X 4 2 X 4 02-00-00 02-00-00 HEEL HEIGHT ITEMS I QTY ITEM TYPE SIZE LENGTH I PART NUMBER NOTES FT-IN-16 10 C29 MISC 2x4 3-hole 10 C29 MISC 2x4 Solid 25 C29 MISC H2.5A (SUBJECT TO PROBUILD TERMS AND CONDITIONS OF SA.E)ACCEPTED BY BUYER PURCHASER: ACCEPTED BY SELLER BY: TITLE: BY: ADDRESS: TITLE: TAX NOT INCLUDED $0.00 DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL $695.00 Site specific sale tax must be added if applicable. Prions a snbbect to shop&amnia approval For buepfnts mist be subm'ited pion to fahrrotion.Shored there be any shortages or mkanmoences whatsoever in the shipment notify Proeu3d with.24 hours.When de+very requires tams dri ewl or enter-i%private property,we do so:4T TOUR OWN It5R and we WILL NOT Of RSPONS+&.E for broken soaks, driie.vls or any other dash that nay monk_Fed bracing R.instar atan is NOT the responsb3ty of the elm fabricator,Truss des gne-nor pate manufacture-.Deign of permanent bracng is to respects-Kilt',of the Enema,of Record and not the truss fabricator 4M 1I14 1-2002.Truss esectorSs)are cautioned to seek professkonai adeee' ' R temporary tracing Iedidr a always req.-ed to prevent toppfung or dorn no o during ensc on)and pemessent braong I rrdr•fr may he re ii-ed in.spnecifmc appTcatoes.Refer to 58CA 11x 17 warning sheet and 1025-1-103) t ham neo ewed C:err nee-ed drawings and the unman layout.I hate compared these drawing to my'proved sive drawing and oonfant tempuras-Ay.Dfneno:ary.one'hann'.pi tches.rout locations,hee heights,wind load,snow load and trim profits are et correct There is adequate atoms for a combnaton tractor train to set to the jobate for defvey.I pa utter an open area 24 side x 80 long wdl n 15'of the structure.Gear of pour Ines,constructor rnraterie ie.I lumber/plywood)and other obstructions for truck situp.E'pprove these vgneered truss draweis and inns yya.t for release to pmodn.coon.Ther quote ssnct to Proes d aces teres,no stein s stowed. THIS QUOTE IS NULL AND VOID IF NOT AGREED TO WITHIN THIRTY DAYS CRANE TIME POLICY Single set and/or additional crane time if available is @ $150.00 per hour and MUST BE SCHEDULED IN ADVANCE. Unscheduled crane time is subject to availability and will be charged @ $200.00 per hour. ProBuild Truss reserves the rights to ground drop product due to unsafe or impractical jobsite conditions.