2015-01382 (new structure) - Laserfiche WebLink

Home Browse Search

Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: A2 Qt : 2 Desc: GIRDER 6nG x-i.oc nEl.cP sixE xeq�n TC 2x6 SPF C1650F1.SE '*[PM]=PLATE elONSTOR USED-See Joint Aaport** + + + + + + + + + + + + + + + + + + + + + + 1 0- 2-12 5191 5.50" a.07" BC 2x8 9P 2400E-2.0& Daeiqned por ANSI/TPI 1-2007 Nail pattern ahown is for PLF loads and 2 19- 9- a 5191 5.50'� d.07�� NEB 2x4 SPF �3-CAN Fabrication Tolerance = 16.08 point loads converted to PLF loads only. 2x4 SPP #1/k2-CAN 7-3, 3-9 Bearinqe desiqn�d for an FePerp value of the Concentrated loads MUST be distributad to i'c F'oacs wa. sxn CSZ PLT BLK 2x4 SP8 �1/y2-CAN lesaer of the truae chord lvmber value or each ply equally. Multi-ply vith hanqers are i-2 -5415 0.03 0.18 0.20 Lumber shQar alloaabl�s are par NDS. 425 for all b�arings. based on hangar naila uaing 3.0" naila mi.n. 2-3 -5215 0.03 0.09 O.i3 This desiqn doea not account for long term Plating is basad on qual3ty control factora into the carrying member. 3-4 -5213 0.03 0.09 0.13 tima dwp�ndant loading (craep). Buildinq Cq = 0.84 for wid� faca and if shovm, uae additional faetenara for point �-5 -5413 0.03 0.17 0.20 Designez must account for this. Cq � 0.94 for narrow face. loads as indicated from the back plys, Refer to Joint QC Detail Sheet for Any alterations to this are shorn for distributed syc�etrically around the hanger. Ec Foxct wQ, sem CSI Maximum Rotational Tolerance uaed individual jointe on the Joint Report. Daa any other approved datail (by others). 6-7 3671 0.08 0.21 0.28 IRC/IBC trusa plate valuea ars baaad on THIS DESIGN IS T9E COMPOSITE REStJLT OF lOd = lOd NAILS, SDS = 3impaon SDS acrara 7-8 2536 0.05 0.20 0.26 testinq aad approval as required by IBC 1703 NQLTIPL& LOAD CA9ES. or equivalent avbstitute. 8-9 2536 0.05 0.20 0.26 and ANSI/TPI and ara reported in available Loaded for 10 YSF non-concurrent BCLL. (*) = Special Connaction Req. (by others) 9-10 3670 0.08 0.21 0.28 documents aa ER-1607 and ESR-1118. Permanent bracinq ia zequired {by othera) to @ = Indicates load ia evenly distributed 2-PLY! Nail M/lOd C0�4JON, atagqerad(per NDS) prevent rotation/toppling. See BCSI (no additional faatenera raq.) tieB FORCE CSI tie.B iroRCa Csi in: TC- 2 BC- 2 WESS- 2 **PER £OOT!*+ and ANSI/TPI 1. + + + + + + + + + + + + + + + i + + + + + + 2-7 -23d 0.05 3-9 3C91 0.13 Cluster screxa, it ahown, are 3" long. OPLIFT REACTSON(S) : + + + + + + + + + + + + + + + + + + + + + + 3-7 3d95 0.<3 4-9 -234 0.05 HORI20NTAL REACTION(S) : Support Main Aind Non-Wind NAIL pattarn shorr� ia based on: support 1 -296 lb 1 -382 lb lOd BOX = 0.128" dia. x 3.0" lonq nail This truae is dtsignod using tha 2 -382 lb lOd COtMfON = 0.148" dia. x 3.0" long nail ASCE7-05 Wind 3pecification 20 pef bottom chord live load NOT required 16d 80X = 0.135" dia. x 3.5" lonq nail Bldq fincloaed = Yss, Importance Factor = 1.00 on this truae, per IBC/IRC requirementa for 16d COl�II90N = 0.162" dia. x 3.5" lonq nail Truss Location = Not End Zone attics aith limited storaqe. + + + + + + + + + + + + + + + + + + + + + + Hurricane/Ocean Line = No , Exp Cateqory = C ----------LOAD GS& N1 DESIGN LOADS ---------------- Bldg Lenqth = 80.00 Pt, Bldq oPidth = 40.00 ft Dir L.Plf L.Loc R.Plf R.Loc LL/TL Mean roof height = 15.50 ft, mph 90 TC Vert 90.00 0- 0- 0 90.00 20- 0- 0 0.78 ASCE7 IZ Standard Occupancy, Dead Load 12.0 paf BC Vert 20.00 0- 0- 0 20.00 1- 0- 0 0.00 Dasiqned as Main 1Pind Force Rasi�tin - at 4-10$ 4-10$ 5-1-8 SC Vert 10.00 1- 0- 0 10.00 19- 0- 0 0.00 - Low-rise and Compononts and Claddi�p�,g 10-0-0 14-10-8 20-0 BC Vert 20.00 19- 0- 0 20.00 20- 0- 0 0.00 Tributary Area = 189 aqf� ------------ CRITICAL POINT LOADS ------------------ .' 10-02 f3 10-4 5� Typa X.Loc Max/Dur Min/Dur p,p�yg BC Vert 2- 0- 0 929/1.15 -58/1.60 BC Vart 4- 0- 0 929/1.15 -58/1.60 REQUIRED 12 00 -12.00, BC Vert 6- 0- 0 929/1.15 -58/1.60 BC Vert B- 0- 0 929/1.15 -58/1.60 RSXS SC Vert 10- 0- 0 929/1_15 -56/1.60 BC Vert 12- 0- 0 929/1.15 -58/1.60 BC Vert 14- 0- 0 929/1.15 -58/1.60 BC Vert 16- 0- 0 929/1.15 -SB/1.60 BC Vert 18- 0- 0 929/1.15 -58/1.60 1.5X4 1.SX4 MAX DEFLECTION (span) : 11-0-0 11-0-0 L/999 MEM 7-8 (LIVE) LC 1 SHIP L= -0.09" D= -0.05" T= -0.19' Joint Locationa =- 1 0- 0- 0 6 0- 0- 0 6X6 6X6 2 5- 1- 6 7 6- 9- 0 3 10- 0- 0 8 12- 0- 0 I1-0-0 I1-0 4 14-10- 6 9 13- 3- 0 RSX12 S=8X8 5 20- 0- 0 10 20- o- o RSX12 W:508 W:508 R:5191 R:5191 U:382 U:.382 � 20-0-0 i 6 7 8 9 10 6-9� 6�-0 � 6-9-0 � 6-9-0 13aA 20-0-0 10/21/2015 All pfates are 20 gauge Truswal Connectors untess preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:118"=1' AUTOMATED WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:sTRucK This tlesipn is for an inAivitlual builAing compo�ent not truas nyabm.It haa bean basetl on spetiflptlons proviAed 6y tM wmponent manuhcturor C�: BU I LDI NG and done In accordance wIM the cumM varslona of iPl and AFPA daslgn standards.No responslbility Is asawred br dimenabnal acwracy.Dimensbns are to ba wriHed by Na wmpon�M manufacturx m�d/or building dsalgnw prfor to fabricaUon.Tha building dssipn�r must asnrtein tAat tha bads Deqnr: ADG COM PON ENTS utfllzetl on thls dasipn msst or axceW tha Ioading imposad hy tM loeel butlAing wAs antl Ma partleular appileallon.The wmponent manutadurvr Is not the TC Live 35.00 paf DurFaea I.�1.15 P=1.15 bullding dsalgner.The dulgn esswws thM tha lop chord is latarally bnced by tha roof or floor eh�afhing and the bot[om chord Ia IaNrally MawU by a rlqid aheat�in0 material tllrocGy attached,unless othanWse notsd.Braeing ahown Is for Irtanl support of componsnt mambero only fo reduce buckling knpth.This TC Dead 10.00 paf Rap !4>r BAd 1.00 1111 8TH STREET component ahall not be placed in a�y enNronment thrt will uuse the molsWre conteM of tha wood to oxceed 19%andlor puss tonneclor plata corrosion. gC L;,,e 0.00 paf O.C.Spacinq z- o- o CHETEK,WI 54728 Fabrlcate,handle,insnll and brace Mb wss In accordance wIM th�following sUMards:'Jolnt and Cuttlng DNail Raports'avaYable as output from Truswsl PHONE• 800 524-9990 �OR'�'are,'ANSIITPII','WTCA1'-WootlTrupCounUlMAmericaStandardDesignRaeponslbi1111ea,'BUILDINOCOMPONENTSAFETYINFORMATION'- gC Dead 10.00 paf Deeiqn SpwC ZRC-2012 • � � (BCSI)and BC31 SUMMARY SHEETS'by WTCA and TPI,The Truu Plate InsNtute(TP�Is bwtad at 278 N.t.ea Street Suite 312, FAX:(715)924-2585 Alsrandrla,VA Y231�.The Amedcan Foroat and Papsr 11�s«faHon�APPA)la IotMad�t 1111 19th StreM,NW,Sh 800,Wnhington,DC 20036. TOT71L 55.00 pef Secln T6.5.20 - 126265