2015-01382 (new structure) - Laserfiche WebLink

Home Browse Search

_ Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: A1 Qt : 1 Desc: GABLE BRG X-LOC REwCT SIZE REQ'D TC 2x4 SPF C1650F1.SE Web bracinq requirad at aach location shorrn. QPLIFT REACTZON(S) : 1 0- 1-12 ae1 3.so•' 1.5a" BC 2x4 SPS M1/�2-CAN � Refar to BCSI for propar raquired lateral Support Idain Wind Non-Wind 2 0- B- 0 322 5.50" 1.50" MES 2x3 3PF �3-CAN reatraint. For alternative aeb bracinq, 1 -353 lb 3 2- o- 0 150 s.50" 1.50" 2x4 SPF �3-CAN 18-1, 35-17 sea ITFTBCG's atandard d�tails. 2 -366 lb d 3- d- 0 146 3.50" 1.50" 2x3 SPF �1/�2-CAN 25-8, 26-9 ;*[PD1]=pLATE MONZTOR USED-3ee Joint Aeport** 3 -75 lb 5 �- 8- 0 147 5.50" 1.50" 27-10 Deaiqned per ANSI/TPI 1-2007 4 -67 lb 6 5- o- 0 147 5.50^ 1.50^ Bearinqs detiqned foz an EcPerp value of the Fabrication Tolezance = 16.09 5 -69 lb 7 7- a- 0 147 5.50�� 1.50" lesear of thm truas chord lumber valua or Plating is basad on quality control factora 6 -65 lb 8 8- 8- 0 147 5.50'� 1.50^ 425 for all bearinqa. Cq = 0.84 for ride face and 7 -49 lb 9 10- 0- 0 199 5.50" 1.50" This desiqn doee not account for long term Cq = 0.94 for narror face. 8 -22 lb l0 31- a- 0 1C7 s.so�� 1.50^ time dependent loading (creep). Buildinq Any altezationa to thia are shorn for 10 -22 lb 11 12- 8- 0 1a7 5.50" 1.50" Dosiqner must account for thie. individual jointa on tha Joint Rsport. 11 -69 lb 12 iC- o- o ld7 5.50'� 1.50^ THIS DESIGN IS T8E COQlPOSITE RESDLT OF Refer to Joint QC Detail Sheet for 12 -65 lb 13 iS- a- 0 147 5.50�� 1.50" MULTIPLE LOAD CASES. Maximum Rotational Tolarance uaed 13 -69 lb 14 16- 8- 0 1<6 5.50�' 1.50'� Loaded for 10 PSF non-concuzrent BCLL. IRC/IBC truss plata valuea are based on 14 -67 lb 15 18- 0- 0 150 5.50" i.50^ Mark all interior bearinq locatione. teatinq and approvel ae required by IBC 1703 15 -75 lb 16 19- C- 0 322 5.50•� 1.50^ install intarior avpport(s) 1»fore erection. and ANSI/TPI and aro reportad in available 16 -366 lb 17 19-10- 6 4B1 3.50" 1.50" Gable verticals are 2x 3 web material spaced documents an ER-1607 and ESR-1118. 17 -353 lb at 16.0 " o.c. unl�as not�d otherwisa. HORIZONTAL REACTION(S) This truas is desiqned uainq the i'C t'OtiCE wa. stm CSi Top chosd aupporta 24.0 " of uniform load aupport 2 215 lb� ASCE7-OS 91ind Specification 1-2 -28s 0.02 0.00 0.03 at 35 psf liv� load and 10 paf dead load. aupport 16 -215 lb Hldq Enclosed = Yes, Importmca Factor = 1.00 2-3 -250 0.02 0.01 0.03 Additional deeiqn conaiderations may be 20 paf bottom chord live load NOT zequired Trusa Location = &nd 2one 3-t -206 0.01 0.0� 0.02 required if eheathinq ie attachad, on this truss, per IBC/IRC requirements for Hurricane/Ocean Line = No , Exp Cateqory = C d-5 -166 0.00 0.02 0.02 Brace qable atuds in accordance rith attica rith limited storage. Bldq Lenqth = 80.00 ft, Bldq iPidth = 40.00 ft 5-6 -125 0.00 0.02 0.02 Trusral Systema atandard gable bracing Mean roof heiqht = 15.50 ft, mph - 90 5-7 e� o.00 0.02 0.02 details and charts. ASCE7 II Standard Occupancy, Dead Yoad = 12.0 pef 7-B 129 0.01 0.02 0.03 Diaqonala shoxn ara part of the stru t e f T T T T TTT D�aignad as Main Wind Forca Reaiating Syatem 8-9 172 O.o2 0.02 0.0o th�s truPP and may not be g�gved�$� � � RI �I 'pl 'p��I �I �I RI �� - Low-�se and Compoqente and Claddinq 9-10 172 0.02 0.02 O.OG ma be a liad for additio�Sfi� o� v F Y 4 Tributa Area = 40 a ft 30-11 329 O.ol O.o2 0.03 reaist lataral loada, by ot'F�i�'s,-but �s not'" 11-12 87 0.00 0.02 0.02 raquired unleas noted. Lateral .loads ha�iA-0 � 10-0-0 � 12-13 -125 0.00 0.02 0.02 not beon analyzad unlass indicat4� 3 4 5 6 7 8 9 10 11 12 13 14 196 NAX D&FLECTION (apan) : 13-14 -166 0.00 0.02 0.02 �- � L/999 MEM 8-9 (LIVE) I.0 16 1a-15 -206 0.01 0.01 0.02 �1 2�� ,�2 0� I Ls 0.00" D= 0.00" Ta 0.00' 15-16 -250 0.02 0.01 0.03 16-17 -285 0.02 0.00 0.03 R3X4 � Joint Locat3ons 1 0- 0- 0 19 0- 8- 0 � �� ' � �gI 1.SX4 1.5X4 2 0- 8- 0 20 2- o- o 18-19 0 0.00 0.01 0.01 3 2- 0- 0 21 3- 4- 0 i9-20 0 0.00 0.01 0.01 1.SX4 1.SX4 4 3- 4- 0 22 1- e- 0 2o-2i o o.00 o.oi o.oi 21-22 0 0.00 O.ol 0.01 1.SX4 1.SX4 5 4- 8- 0 23 6- 0- 0 6 6- 0- 0 24 7- 4- 0 22-23 0 0.00 0.01 0.01 7 7- 4- 0 25 8- 8- 0 z3-za o o.00 o.oi o.01 7.SX4 1.5X4 2a-25 0 0.00 0.01 0.01 11-0-0 3X4 �� 8 8- 8- 0 26 10- 0- 0 25-26 0 0.00 o.oi o.oi 1.SX4 1.SX4 SH�P 9 lo- o- 0 2� 11- 4- 0 io ii- a- 0 2e ii- a- o 2c-2� o 0.00 O.oi 0.01 1.5X4 1.SX4 il 12- 8- 0 29 12- 8- 0 27-28 0 0.00 0.01 0.01 12 14- 0- 0 30 14- 0- 0 28-29 0 0.00 0.01 0.01 1.SX4 1.SX4 13 15- 4- 0 31 15- 4- 0 29-30 0 0.0o O.o1 0.01 3X4 14 16- 8- 0 32 16- 8- 0 30-31 0 0.0o O.Oi 0.01 I1-0-0 I�-0 15 18- 0- 0 33 18- 0- 0 31-32 0 0.00 o.oi o.0i 16 19- 4- 0 34 19- 4- 0 32-33 0 0.00 0.01 0.01 3X4 17 20- 0- 0 35 20- 0- 0 33-34 0 0.00 0.01 0.01 3X4 1.5X4 1.5X4 1.SX4 7.SX4 18 0- 0- 0 3�-35 0 0.00 o.oi o.oi 1.5X4 1.5X4 1.SX4 1.SX4 1.SX4 � �� I � �� CgI 1.5X4 1.SX4 1.5X4 1.5X4 i-ie -a�e o.ii io-z� -izo o.io S=4X4 1.SX4 1-19 392 0.17 11-29 -120 0.22 1� 1� 2-19 -301 0.03 12-30 -121 0.15 20-0-0 3-20 -i22 o.oa 13-31 -120 o.io '1819 20 27 22 23 24 25 26 ?T829 30 31 32 336� ,_21 _lZo o.a6 1C-32 -320 0.06 �$-0� �1�l�l�l�1�l�l�1�1$1�l�l�1 �l� 5-22 -120 0.30 15-33 -122 0.04 6-23 -121 0.15 16-3� -301 0.03 ,-Z, _lZo o.Z2 1,_,. 392 0.�, 10/21/2015 8-25 -120 0.10 17-33 -478 0.11 9-26 -183 0.19 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positloned per Joint Detait Reports available from Truswal software,unless noted. Scale:1/8"=1' AUTOMATED WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srRucK This design is for an individual builEing eomponent not truas aystem.It has basn baseA on speciRcationa proviME Cy Ne wmponent manufactunr C�y]�; BU ILDI NG and done in accordance wlth the curreM verslons of TPI e�d AFPA deslgn standards.No responalbillty Is assumad Tor dimanslonal accurory.Dimenslons are to t»verified by Na componeM manufaeturer anGlor buildi�p Msfpnw prior to hCAcaHon.Tha 6uildfng dasiprrer musl aaesrtain that the bada Deqnr: ADG COM PON ENTS utilizatl on thle design mwt or�xcaed tha loadi�g imposed by tM local bulldinp coda and the paNcular applicatlon.TM aomponent manuMcturer Is na the TC Live 35.00 psf DurFaCs I.sl.15 P�1.15 buflding daslgner.TM deslgn asewnaa that tha top ehord h latarelyr braud by tM roo/w floor shwUin9 arM tM boMom ehoM Is latsroly braced by a rlg{d sheathing rtwtsAal Glroctly attaehe0, unle�s othenWs�noted.Bracinp shown is for latanl tuppoR ot compon�nt membars only to reduce buckllny lenpth.Thls TC Dead 10.00 pef Rap bIl�r Bnd 1.15 1111 8TH STREET cwn(w�ent shall not be placetl in any environmant that will uuse lM molaturo content of the wood to e�ceed 19X andlor quse wnnxtor plate corrosion. gC Live 0.00 Paf O.C.SPACinfJ 2- 0- 0 CHETEK�W��728 Fab�icah,Aandle,InsUll and bnca thls Wu In aceordancs with Me folbwing standards:'Jolnt and CutHng DMall Reporb'avallebla as output from Truawal PHONE: 800 524-9990 soNwM'ANSVTPII','WfCA1'-WooATrussCouncilofAmaricaStandardDsslqnReaponaibilitles,'BUILDIN6COMPONENTSAFETYINFORMATION'• BC DoBd 10.00 F/8f DeeifJn SpeC ZRC-2012 � � (BCSI)and'BCSI SUMGARY SHEETS'by VYfCA and iPl.The Truss Plate InsUfute(TPI)Is bcated M i18 N.Las Street Suke 372, FAX:(715)924-2585 Alexandrla,VA Y2310.The Ameritan Pwa�t and Paper Asaocfation(AFPA)is located at 1711 19th SVwt,NW,Sb 800,WashingWn,DC Y0036. TOTA2. 55.00 pa£ Seqn T6.5.20 - 126264