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Plans (178) •• • • • • •• •• •• • • • • • a • • • • • • •• •• • • • • • • •• • • ••• • • • • • • • • • • •• • • • • • • • ••o • • • • • • •• • • •• • • • • • • • • • • ••• • • • • •• • ••• • • • • • • •• • • • ••• •• ••• • • •• •• • • • • ••• • • • • •• ••• ••• • • • • • • • This design prepared from corps,: input by Peri f I o Lutrber and Truss-BC LUi1BEn SPECIFICATIONS TRUSS SPAN 12'-10.0" IBC 2012 MAY MEMBER FORCES 4WR/CDF/Cq=1.00 TC: 27.4 KDDE LUSTS LOAD DURATION INCREASE=1., - C) 29 2 b (224) 1070 6- 0) 253 BC: 2x4 PUDE 916BTS SPACED 24.0"C.C. 2-3=1-11E3) 128 6-7=(-220) 106E 3-7=1-1131) 205 41EBS: 274%MDF STAND 0-4=( -BC) 74 7-4=(-185) 104 LOADING 4-5=( -9, TC LATERAL SUPPORT 7=12"0C. UAL. LL(25.0;-DL( 10.0) ON TOP CHORD= 35.0 PSF BC LATERAL SUPPORT 7--12"0C. ICON. L. ON BOTTOM CHORD= 10.4 POE TOTAL LOAD= 45.0 POE BEARING MAX:VER: MAX HOLZ BRC REQUIRED BRA AREA OVERHANGS: 12.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES; LL=25 PSF Ground Snow. (2g) Cds 0.0" -105 Olt' 1059 1.13 KDDF( 605) 12'-10.0" -74/ T£TU 0/ 0H 5.50" 0.03 KCDI' ) 525) -'For hanger spies. - app rcvsd plans LIMITED STORAGE DOES NOT APPLY CUE TO THE SPATIAL UIREMENTS OF IBC 2012 AND CRC 2012 NOT BEING MET. BOTTP CHORD CHECIVED FOR 10PSF LIVE LOAD. TOP !CONGA 2: Design checked fox net(-5 psf) 'p1ift at 24 "_c=pacing. AVC BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS:LI;L/240, TL=L/190 MAX LE PILL= 0.002" 4 -I'- 0.0" 010077ed- 0.130" MAO 01.CREEP LOEL=-0.003"4 -1'- Allowed- 0.133" MAX LL GEFL=-0.034" (+ -11.5" Allowed- 506' MAX.C:.CREEP PEEL=-0.075"4 -(1.5" Allowed= 0.794" MAX LL DEFL= 0.000"@0'- 0.0" Allowed= 4.012" MAX PC CREED DEIN,= 0.000"9 0'- 0.0" Allowed= 0.017" 5490 HOR-Z. LL PEEL- 0.005"@ 12'- 4.5^ MAX HOEIZ. mL REEL= 0.015"4 12- 4.5" 7-01-04 5-08-12 Do - oarorso indfcrce-resisting Warn '1 --- --'1 system and components al cladding criteria. 12 Wind: 140 mph, )1=20.Eft, TILL-S.D,BCDN6.0, ASCE 7-10, 3.00 rut- M-1.5x3 (All Heights), Enclosed, Cat.2, Exc.3, Mv,F'nS;r_'i_;, load duration factor-1.5, y End vertical(a) a_exposed to wind, mTrussdesia_.ed F wind loads in the r �e of the truss 7710. /- j M-3x9 / 0 �me rr NNA_ M-3x4 M-1.5x3 M-3x4 6-11-08 5-10-08 n 1-00 y _. 12-10 - 0-01-08 eC'ils- PR OF061 ��Ge. `[<C, iNFC9UV/OI, 17 89200PE r JOB NAME: NRT LOT 23 PATIO COVER - P2 `����',,,,/^ Scale: 0.4073 WARRR10E:0 raoti bangshoulda ddsadm.nc.n.reiwtes OREM NOTES, untes•mherwa.no.. W OREGON Q Truss: P2 'BoaterWarningsore bu:.g basedAga. er upon or 4.ion parameters and proper nmte nd�deei Y?G 21 12 ,pP+oc 2 9 pins installed where shown• mora es ter pier /O q " 14 O Atl done temporary hir ing to insure stag M during construction 2�°'g o (y is Ne IeiMmt.erer"�dRnna(permanambr.cingm n a�.eaonrsuch es tr..erhea sI.A, c.ON iib) M "RRIt-\.-V DATE: 3/16/2016 Meoereis,,mr isms respnsib'i'ey m ore builpno designer 3.74 impact w np sheathing lateral brains required where shown.. to si'IM miner,0874e mnbaa4r. SEQ.: K1815510 iompne and at no Mould any l%areeam Mand s:Installation o lane fires w:ses are be used m e non-corrosive enwionlrem, TRANS ID: LINK fasteners are new aPPieaw anlieolnwnem. 6 Desiggn aressumees,.hean of use supports shown.Shim or me EXPIRES: 12/31/2017 5 Mbriatian,handing.shipnents has no control rand Loral on m components for 7.Design 4077 sede0waee drainage la`�MW. 6 This gnismm edsubtr.dadeemotonssetmnhw Ss,and pecedsotheir center March 16,2016 TPINVTCA n BCSI.copies of which.11 be Nrnished P.requesti i"9 Oigits indicate size ofate imes. MiTek USA,Ine.ICortpuTrus Software 78.70 L)-E 10.For bane connector pate design values see 484.!311.ESR-1988(073m • •• •• • • • • •• • • •• ••• ••• • • •• • • • • •• • •• • • • • •• • •• ••• • •• • •• • •• • • •• ••• • • • •• •• • •• • •• •• • • • • • ••• ••• • •• ••• •• • • • ••• • • • • • • • • • ••• • ••• • • • • •• • • • • • . ••• •• ••• • ••• ••• • • •• •• • . • • • • • ••• ••• •• • • • • • ••• • • This e sign prepared from computer input Ly Pacific Lumber and Truss-BC L1IMBER SPECIFICA.TIONS TRUSS SPAN 12'-10.0" IBC 2012 0152.0 NENAER FORCES 4MR/DDE/Cq=1.00 TC: 2414 EDDF 414BTR LOAD DSRAT100 INCREASE=1.15 1-2=( 0) 29 2-E=(«4) 1.074 6-3=( 0) 293 BC: 2,4 RODE 415BTR SPACED 24.0"C.c. 2-3-1-1163) 156 6-7-1-230) 1666 3-7-1-111131) 205 WEBS: 2x4 SZDF STAND 3-4=( -62) 74 7-4=(-16E1 104 LOF-;TNG 4-5=( -9) _ TC LATERAL SUPPERS 0=12"OC.CON. LI(233..1+0L( 10.01 ON TOE CHORD= 35.0 PSF SC LATERAL SUPPORT 0=12"0C.UON. EL ON BOTTOM CHORD= 10.0 PSF TOTAL LOAD= 45.0 PSF BEARING MAX SERI no.0 HORZ HNA REQUIRED BRG AREA 000000NGS: 12.0" 1._ LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) LL=23 PSF Ground Snow (Pg) 0'- 0.0" -105/ 70TV -42/ 125H .50" 1.13 KDDF( 625) 0/ OH 2._00.73 KDDF ( 62E) II -C l ; c ,�Ctura1 LIFIITE RAGE LOF ' NOT APPLY DUE T7 THE SPATIAL .srt eea_members (unnlr RESTURE TCT .' OF IBC 012 AND IRC 2012 NOT BEING MET. 9 Her clam O'4MO CHORD HEC`KEr FCR E TIE LOAD. TOP ICON1. 2: Design checked 5++ t( ref) upliftspacing. spec=. approvee AND BOTTOM CHORD LIVE LOArS ACT ]O[.CONCURRENT..`_'. - - --- VERTICAL DEFLECTION LIMITS: LL-..4240, TL=L/180 MAX LL DEFL= .002"@ -1'- 0.0" Allowed- 0.103" -3i.Ti.CREEP DEFL=-0.033"@ -1'- 1.0" Allowed= 0.533" MAX EP DEFT=-0.075" @ 6'-11.2" Allowed= 5HE^ RES T;.CREEP DEFL=-0.075. @ 6'-11.E. Allowed 0.794" NP0 LL DEFL= 0.200"@0'- 0.C. A.110wod= 0.013^ MA,^.:.CREEP DEEM 0.000" @ - O.P^ Allowed= 0.017" HHiX HORIZ. LL DEFL= 1='- 9.5^ u5 @ MAX HORIZ.TL DEFL= 7.016"a 10'- 4.E" 7-01-04 5-08-12 1 '( 12Design confer. to main windforoemesialiug 3.60 system and component_and claddfna criteria. Wind: 140 mph, 14-20.6ft, TCD.-6.0,BCD1=6.0, ASCE 7-10, M-1.5x3 (All Heights), Enclosed, Cat.2, Exp.N, MOFRS10.i5), load duration factor-1.6, M-3x5 , 5 End vertical(s) a sed t wind, Trussd .ed 50+wind loads ^ M-3x5 M-1.5x4 01 in the place o_the truss only. M-3x4 y R ..__ 1' Truss designed for 462 utico:hers. 2,4 let-ins M 3x5 �% �f -e and grade a1 Lou . r.d I Lichtf' t o ( let-in. - O lock be Y b dale and are M-1.5x4 permissibleboardonly. n M-3x5------ IMI , \�1--. er o �M-3x4 M-1.5x3 M-3x4 6-11-08 5-10-08 J, - >> cc -/3 PROFS 00 12-10 o-elope �cE64',9 c;,...-, ,N..,0 Z� Cr' :9200P 91-- JOB NAME: NRT LOT 23 PATIO COVER - P1 Seale: 0.3546 :: "u11P /y WARNWOS 6ENEPALNOM h 10 fl Truss: P1 an; mall 6e�mN "is based only upon the parameters shovel and is for an building A,, ""°°° -374. , OREGON h ((/ incorporation of component is.responsibiley of Me Laureling designer /FO 1)- 14 S° # 2 234 compression gab bracing must.installed where sho.4 p.2 Design ass..the top and bottom chords to be lad..braced sohd DATE: 3/16/2016 e actlaegr�gorlaNmb.the responsible,of De erector Add..pemianent bracing of ...cos sheaving ea.asrerng'" gdredwhe`reshown+. "(�" MFRR11-�- SEQ.: K1815511 be applied to�r 00000 °nN building am ...Oily Mee,mpechve contractor Nolmbs are complete and et no dna should any leas greeter than d sig ssumes eueees nbe used TRANS ID: LINK design°loads be applied.any component and areforand of use 5 CompuTreshasnocontrolover andessumesnomgnna�b��hytorthe °fin.a ,Nllsa ga,all supportseh� Shim er.dg d EXPIRES: 12/31/2017 1 s fabrication de gnj 761.70,6 nifam,sh.d:ua atotheNmeatiBCD copies of which will be on::tfo�er�eaat 7 Design assumes adequate �15PrussandMac. the�r°en6r March 16,2016 MRek USA,Inc.ICompuTtus Software 7.67(1 L)-Eished upon m 10 FoorrAbba�sic connectoindicate sae aatedOate e 10.00( pram ding^eelues see ESR-131:,080-1388 0.1ITe10 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. Damage or Personal I I (Drawings not to scale) In ry MEIDimensions are in ft-in-sixteenths. 114046. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS rr 2. Truss bracing must be designed by an engineer.For 0'1/16" wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. 1m_ 0 3. Never exceed the design loading shown and never imp stack materials on inadequately braced trusses. 01\1111111M 4. Provide copies of this truss russ desi9 n to the building g ci-8 6-7 cse O For 4 x 2 orientation,locate , designer,erection supervisor,propertyowner and d from outside BOTTOM CHORDS all other interested parties. plates 0na 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. connectorlates. THE LEFT. p 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 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 Southern Pine lumber designations are as follows: in all respects,equal to or better than that / Indicated by symbol shown and/or SYP represents values as published specified. by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing -with effective date of June 1,2013 spacing indicated on design. • •' if Inc icated. 14.Bottom chords require lateral bracing at 10 ft.spacing, •••• •▪ .•SEARING.••• • or less,if no ceiling is installed,unless otherwise noted. • ••• • • 15.Connections not shown are the responsibility of others. •••• Indicates Idcation where bearings • 16.Do not cut or alter truss member or plate without prior I.• (supperisoccur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. L0 I . • reatjilor action indicates joint • 17.Install and load vertically unless indicated otherwise. S.• numla�•�ylere bearings occur. Min size.sriown is for crushing only. MEM Mile , 18.Use of or treated lumber• • greenmay pose unacceptable • -• •••• environmental,health or performance risks.Consult with project engineer before use. ••••tgdustryStandards: •••••• ••••,ANSI/TPI1:• National Design S ecification for Metal 19.Review all portions of this design(front,back,words •'F�c?tg Conrj�•eT�cS /oOd Truss Construction. and pictures)before use.Reviewing pictures alone •• •DSB-89: Dts♦ign Staneldithfor Bracing. a is not sufficient. ••••aeSl: • 8uiiain Component SafetyInformation, 20.Design assumes manufacture in accordance with • •••• • •• GuidetoGood Practice for Handling, I\/1�Te Ic ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013