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Plans (10) k This a sign propared Erci"cSrmrwter input by L:T1BER _ Type in your company name hare! I1:; __.SFE-- - 4-01-00 GIRDER SUPPORTING 6-0R-o9 TR Ihr MAX MEMBER FORCES 4WR/EDF/Cq>.08 R:: 006 A1'n LOAD DURATION INCREASE 1.15 (Non-Rep) 1-2= I) 120 B .CANT. 261 -f 409) ^_14 LOADING -5=(-li9) 121 D TO 4 It 25 PEE Ground Snow I I-s( p) 0 ( 1 1 7 NON. w (Pr T. N1F AL( ) t( 1 )) 64.0 L' 0 0.0"TO 4'- 1.0' VBC ' GNU L DL 1 08.81- 118.4 ' '10 9 1.0"VBEARING. MAX VE' MAX MORS R R' BI AREAL ATS REACTIONS REACTIONS ,E Q.0.� LIMITED L 0FL DUE T i'SPATIAL .0' On/ 41V -118/ 169H 08 (SPECIES) 52)E0500EMEN OF SIC 21 AND SRC 201 / GMRI - 0J' -151/ 951V 0/ I 5.10" 4 :GDF ( 525)T M CHORD CHECEED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ICON P. 2: Design checked for net1-5 psf) uplift al _q R 3-09-04 0-03-12 VERTICAL DEFLECTION LIMITS: LL=L/?40,TL-L/180 spacino MAX AL REEL=-C.014"0 Si'- 8.0" Allowed- 0.167" 1 '1' f MAO TL DEFL--0.016"@ 8.0" Allowed= 0.222" ,i0 MAX TC PANEL LL DEFL 0.025"@ 2'- 1.0" Allowed= 0.245" MAX11 HC PANEL TL DEFL=-0,025"@ 1'-10.6" Allowea= 0.151" M-1.5x3 4 SEASONED LUMBER IN DRY SERVICE CONDITIONS 3 J MAI.HERR. LL DEFL=-0.001"@ - R5" MAX HORl Z. TL PEEL=-.001"@ ;::::::sff::::::::-res's'in' ccnformstoma windfo=ce-rasisiinqand compon en is ra nd cladding ciSteri,,. Wind: , h=21.3ft, TC DI,4.2,BCDIr5.0,AS:E'l-10, O yht c), Enclosed, Ca t.2, E.:p.B, MNFRS(Dir), a tl on factor=1.6,M-3x9 Cal(s) a exposed t wind, vi gradfoSev�ad loads� la;ie of�.F.c rrr 11111111%,b111 y M-1.5x3 M-3x4 1 y 1-08 4-01 1 �c� (} PR Opt co 1- `t` 89200PE 17 c--JOB NAME: POLYGON 3-A - E3alirosigeA, Scale: 0.5222 WAR Truss: E3 'R- - GENERAL C� H end Warm,before construcpon commences building component 2 2y4 compression web bracing must be installed where show, mcorporat.of component is the OREGON le" DATE: 1/z4/zol� '"ot the erector Addrbonal permanent bracing of m mhis design 4s based only upon the parameters Own.ottom C1191[15.be "of tfie nu., ma �Gner /Q+,ty/gy 14,'Zp'� p'i.'�'. SEQ.: K278575sthe overall structure is Me responsibfity of the buNding designer bracing a. 4 Insta.tion 014.5 is the rasponstaFty of the reap..contractor en required esho,.,,.,length eq `R R1�-�- TRANS ID: LINK complete a. °°"""'" 5 Design assumes trusses are to be used in a nomcorr.ive environment, shipment entscomponent and are arly necessary gra w"� N 'm"r da it EXPIRES: 12/3112017 fabrication, rovided A ."�Si6m bideuponrequest Imes=node with pint center lows �,.°,and wcedsoa„rumer January 25,2017 MiTek USA,Inc.ICompuTrus Software 76.8(IL)-E 19 Digils mdicate size of plate in inches 0 For basic connector plate design values see ESR., 1,ESR 1800990 1 Symbols Numbering System PLATE LOCATION AND ORIENTATION Y General Safety Notes 1 " Center plate on joint unless x,y +I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. h? 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 orX-bracing,is always required. See BCSI. n c1-2 C2-3 0' 16 2. Truss bracing must be designed by an engineer.For sttwide truss spacing,individual lateral braces themselves may require bracing,or altemative Tor I _ bracing should be considered. 1-� ) � n.O= 3. Neverstack exceedmaterials theon designinadequately loading showntrusses. and never o 0braced O ~ c�-e O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cs- H designer,erection supervisor,property owner and plates 0- 'lid'from outside BOTTOM CHORDS 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 Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLAN 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 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 10.Camber is a non-structural consideration and is the to slots.Second dimension is responsibility of truss fabricator.General practice is to 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 LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: SYP represents values as published sell respects,equal to or better than that 4, Indicated by symbol shown and/or by AWC in the 2005/2012 NDS specified. by text in the bracing section of the SP represents ALSC approved/new output. Use T or I bracingpune 1, 3alues 13.Toping ns must sheathed or purlins provided at with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss 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. P.-=.1.1Min size shown is for crushing only. 11.- 118.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1. National Design Specification for Metal Mll 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, a M 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013