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. Work Orde�: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: B1 Qt : 2 Desc: COMMON exG x-7.oC tesacT S22E xeQ�n TC 2x4 SPF #1/�2-CAN iieb bracinq required at each location ahown. End verticala are dee3qnad for axial loadn 1 0- 2-12 11C2 5.50" 1.79" BC 2x4 SPF C1650F1.SE � Refar to BCSI for propar raquired lataral only unlosa noted otharwise. 2 16- 9- 4 935 5.50'� 1.50'• V7EB 2x3 SPF J�3-CAN reatraint. For alternativQ web bracinq, Exteneions above or belox tha truss profila 2xd SPS #3-CAN 6-1, 9-5 sea ITWBCG's atandard details. (if any) havs bean dwaign�d for loads i'C FOACa 7�. stm csx 2x3 3PF $1/�2-CAN 7-3, 3-8 Designed per ANSI/TPI 1-2007 indicated only. Horizontal loads applied at 1-2 155 0.03 0.28 0.31 Bearinqa desiqned fo= aa FCPerp valuo of th� Fsbrication Tolaranco = 16.08 th� end of tha extanaione have not b�an 2-3 -834 0.01 0.27 0.27 lesaer of the trusa chord lumber valua or Platinq ia based on quality control factora coneidered unlesa nhown. A drop-leq to an 3-4 -839 0.01 0.26 0.27 425 for all boarinqe. Cq = 0.84 for rid� faco and other�vise unsupportad rall tnay croata a �-5 155 0.03 0.28 0.31 This desiqn doea not account for lonq term Cq = 0.94 fo= narroW face. hinqe effect that requiraa additional design time depeadent loadinq (creepj. Suildinq Any alterations to thie are ahovn for eonsideration (by othera). BC FOAcB Nw stm csI Deaiqner muat account for this. individual jointa on tha Joint Report. OPLIFT REACTION(8) : 6-7 537 0.04 0.18 0.22 THIS DESIGN IS THE COldPOSITE RE3IILT OF Rafer to Joint QC Detail Shaet for Support Main Wind Non-iPind 7-8 395 0.03 0.16 0.19 MULTIPLE IAAD CASE9. Maximwn Rotational Tolerance used 1 -112 lb 8-9 53� 0.04 0.18 0.22 Loaded for 10 PSF non-concurrent BCLL. IRC/ISC truas plate valuee are based on 2 -59 lb HORIZONTAL REACTION(S) : teotinq and approval aa required by IBC 1703 This trusa is deaiqned usinq the Nss e+oxCs Csx �e troxCs Cst aupport 1 251 lb and ANSI/TPI and ara reported in availabla ASCE7-05 Wind Spacification 1-6 -373 o.oe 3-8 325 0.�0 support 2 251 lb documenta as ER-1607 and 8Sx-1118. Sldg Encloned = 7ces, Importanc• Factor = 1.00 2-6 -898 0.59 4-8 253 0.19 20 paf bottom chord live load NOT requirad Truss Location = Not End 2one 2-'f 246 0.19 1-9 -898 0.59 on thia truss, p�r IBC/IRC raquir�nta fox Hurricane/Ocean Lina = No 8xp Catagory = C 3-7 326 O.a3 5-9 -167 0.01 attic� with limitad atoraqe. Bldq Langth = 80.00 ft, Sldq iaidth = 40.00 ft Maan roof heiqht = 15.00 ft, mph = 90 ASC&7 SI Standard Occupancy, Dead Load = 12.0 paf Deaigned as Main Wind Force Resistinq Syatem - Low-rise and Components and Claddinq Tributary Area = 34 sqft 4-3� 43-0 i 4-3-0 � 4-3-0 i 4-3-0 8,6-0 12-9-0 17-0-0 MAX DEFI.ECTION (span) : � B-B-0 +, 8-6-0 . L/999 MEM 1-2 (LIVE) LC 1 1 2 3 4 5 L. -0.05" D= -0.02" T= -0.07' 12.r 00 -12.00 , -1==0Joi�ntOLoca6lone�- 0- 0 2 6- 3- 0 7 5- 6- 0 R4X4 3 8- 6- 0 8 I1- 4- 0 � 12- 9- 0 9 17- 0- 0 5 17- 0- 0 3X8 3X8 10-0-0 10-2-15 SHIP 1.5X4 1.5X4 I,�-0 I,�.� 4X4 3X4 3X4 4X4 W:508 W:508 R:1142 R:935 U:-112 U:39 1� � 17-0-0 i 6 7 8 9 5-6-0 � 5�� 5-8-0� 5-�-° 1,.�-° ,�-0-0 10/21/2015 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:5/32"=1' AUTOMATED WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srrtucK Thie tlesign is for an intlivitlual Duiltling eomponent not truss sysbm.It has been Easatl on speciFlntions proviAaA Dy tM wmponant ma�ufacturer Chk: BUILDI N G and done in accordance with the curreM verslons of TPI entl AFPA design sUndards. No naponal6ilNy Is as�umed for dim�nsfonal accuracy.Dimansiona are to bs varHied by ths component manu(uNrer and/or buildi�dssigner pAor to hbrlcatlon.The buiWing designer must ascerfain tlwt ths loads Deqtir: ADG COM PON ENTS utiNzed on this dasipn mwt u axeeetl tha loading Impoeetl by the locel buildinp code and tha partieular appllcatlon.TM component manuhcturer Is not tha building dnigner.The daelgn assumea that the tap ehortl Is INually Dracad by the roof or floor shaathing and Me bottom cMrd Is IaNrally brecad by a Agld TC LiVe 35.00 pa f D11LFaC6 7.=1.15 P�1.15 sherthing mabdal dinctty attxh�tl, unbas otherwfse notsd.Bradnp shown le tor lateral support of compon�nt m�mbsn only to nducs buckFny IenpM.This TC D@IId 10.00 Paf RaP t4bT Stld 1.15 1111 8TH STREET componant shall not be D�e�ed In any environmsnt that will uuse ihe mobNr�conMit of the wood to�xcoad 79W.andlor wuce wnrnctor plate corrosfon. $C Li�e 0.00 paf O.C.Spacinq s- o- o C HETEK�W��72$ Fabrlcato,handN,Irretsll and bnca thN Was In accordance wlth th�folbwing sLndards:'Jolnt and Cuttlny D�hll R�port+•avaNabla as outpul hom Truswal PHONE: 800 524-9990 ��a�e,'ANSVTPII','WTCA 1'•Wood Trusa Couneil of Americ�ShnAartl Oeolpn R�sponaibilHla,'BUILDING COMPONENT SAFETY INFORMATION'• BC Dead 10.00 Paf Deaign SP9C IRC-2012 � � (BCSI)and'BC51 SUMMARY SNEETS'by WTCA and TPI.The Trusa Plate Inatitute(TPn is bwted at 218 N.Lee Street SuiU 312, FAX:(715)924-2585 AlerarMria,VA2Z314.Tha Am�riun Foreat and PaperAssocletlon(AFPA)is locstsd a[1111 19th Strest,NW,6N 800,Washington,DC 20036. TOTAL 55.00 peP Seqn T6.5.20 - 126267