2015-01382 (new structure) - Laserfiche WebLink

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. Work Order: T56565 Customer: LYMAN LUMBER/CHAN Truss ID: B Qt : 9 Desc: COMMON saG x-iAC naACt SizE xaQ'n TC 2xG SPF �1/�2-CAN Web bracing requirod at each location shovm. Lnd verticals are desiqned for axial loade i o- 2-i2 11ee 5.50�� 1.80^ BC 2x4 SPff C1650F1.SE � Refer to HCSI for propor required lateral only unless aotad othorwiao. Z I6-10- 8 929 3.00�� 1.50" N8B 2x3 SPF �3-CAN testraint. For alternative web bracinq, &xtensions above or balor the trusa profile 2x4 SPS p3-CAN 6-1, 9-5 aes 2TWBCG's atandard datails. (if any) hans baan dasigned for loadn i'C POnCE wa. atm Csi 2x3 SPF *1/�2-CAN 7-3, 3-8 Deaiqned per ANSI/TPI 1-2007 indicated only. Horizontal loads applied at 1-2 155 0.03 0.28 0.31 Baarings dasiqn�d for an FCPerp valus of tha Fabrication Tolmranc� = 16.08 ths end of tha ext�nsiona hav� not been 2-9 -ea1 o.oi o.2� 0.28 lesser of the truas chord lumber value or Plating ia based on quality control factors conaidered unleea shorm. A drop-leq to an 3-4 -850 0.01 0.27 0.28 425 for all beariaqa. Cq = 0.84 for xida face and otharriso unsupported rall may create a 1-5 159 O.00 0.29 0.33 This desiqn does not aecount for long term Cq = 0.94 for narrov face. hinqe effect that requires additional desiqn time dependent loadinq (creep). Buildiaq Any alteratione to this are ahorn for conaideration (by others). BC Foitca AIQ. stm CSI Deaignez muat account for this. individual joints on the Joint Report. UPLIFT R&ACTION(S) : 6-7 5a2 0.04 0.18 0.22 THIS DESIGN IS T9E COl�POSITE RESIILT OF Refar to Joint QC Datail Sheot for Support Main Wind Non-iPind 7-8 C00 0.03 0.16 0.19 MULTIPLE LOAD CASES. Maximum Rotational Tolerance ueed 1 -112 lb B-9 552 0.04 0.18 0.22 Loaded for 10 PSF non-concurrent SCLL. IRC/IBC trusa plate valuea ara based on 2 -58 lb HOAZZONTAL AEACTION(S) : teatinq and approval ae reqvired by ISC 1703 This truss is deaiqned uainq the otss tronC¢ Csx nEe roxC& Csi support 1 251 lb and ANSI/TPI and ara reported Sn available ASCE7-OS Nind Specification 1-6 -373 0.08 3-8 315 0.�5 support 2 251 lb documonts as ER-1607 and ESR-1118. Bldq Encloaed = Yoa, Importanco Factor = 1.00 2-6 -905 0.60 4-8 256 0.20 20 paf bottom chord live load NOT required Truss Location = Not End 2one 2-7 2a6 0.19 C-9 -907 0.60 on this trusa, p�r IBC/IRC roquirucents for Hurricane/Ocean Lina = No Exp Catsqory = C 3-7 325 O.C3 5-9 -161 0.0� attics with limited storaqe. Bldg Lenqth = 80.00 ft, eldg Nidth = 40.00 ft M�an roof height = 15.00 ft, mph = 90 ASCE7 II Standard Occupancy, Dead Load = 12.0 paf Desiqned as Mnin Wind Force Resiatinq Systmm - Lov-riae and Components and Cladding Tributary Area = 34 aqft 4•3� 4-3-0� 4-3� 4�3-0_i 4-3-0 8�6-0 12�9-0 17-0-0 MAX DEFLECTION (span) : 8-6-0 8-6-0 L/999 MEM 4-5 (LZVL) LC 1 �1 2 t3 4 5� � -0.06" D= -0.02" T= -0.08' Joint Locationa - 12.00 -12.00� 1 0- 0- 0 6 0- 0- 0 2 4- 3- 0 7 5- B- 0 R4X4 3 8- 6- 0 8 11- 4- 0 C 12- 9- 0 9 17- 0- 0 5 17- 0- 0 3X8 3X8 10-0-0 10-2-15 SHIP 1.SX4 1.SX4 I�-�-0 I��-0 4X4 3X4 3X4 4 W:508 W:300 R:1148 R:929 U:-712 U:-58 7�i 17-0-0 6 7 8 9� 5-8� 5-8-0 � 5-8-0� 5.�-° ,,.�-0 ,�-0-° 10/21/2015 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 76 gauge,positioned per Jofnt Detail Reports available from Truswal software,unless noted. Scale:5/32"=1' AUTOMATED WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:srRucK Thia design is for an intlivitlual Duiltling component not truss sysbm.It hss been based on apeoifieationa provlEeE Dy tM eomponant mmutacturer Chk: BU I LDI NG and done In accordance wifh the curraM verslons of TPI and AFPA dssipn standartla. No reaponsibility Is asaumed for dimemlonal xcurocy.Dlmenabns an to be veriflad by the component manufaclursr anNor builtlinq desipnx prior to hMlcaUon.TM buliding dasfgner must ascartain that tha loads Deyn=: ADG COM PON ENTS udNzed on Mie daslpn meet w excaed tha loading Imposetl by tM bcal bulldinp code and the particula�appllcatlon.The wmponent manufacturer Is not tM � Live 35.00 pef DuzFaCa 5.�1.15 P�l.15 buliding tleslgner.TM dulgn aasum�s that ths top ehoM Ia leteroly brocad by tha roof or floor ahsething and the botlom NaM is lanralyr braced by a rigid aheathing material dinc[ly ffitached,unNss othwMsa notad.Braclnp shown Is for latanl suppoR of compon�nt memben only W nAuce buckling IengM.This TC Dead 10.00 paf Rep Mbr Snd 1.15 1111 8TH STREET component ahall not ba plaud 1�any envlronment that will puw the mo4Nre contart of tha wood W excesd 19%andlor causr connwtor plate corroslon. $C L1VB 0.00 paf O.C.Spacinq 2- o- o CHETEK�W��7Z$ Fab�twb,handle,Insfall and brace[hle trusa In accordanca with th�following atandards:'Jo1nt and Cuttlny Dvlall Reports'availabls as outpW hom Truswal PHONE:/800 5249990 g��'��PI 7','WTCA 1'-Wood Truss Council of Americe Standard Desig�ResponslbilNiea,'BUILDIN6 COMPONENT SAFETY INFORMATION'- BC Dflad 10.00 pef Deaiqn SpeC IRC�2012 1 � (BC51)and'BC31 SUMMARV SHEETS'by VYTCA and TPI.The Tnua Plate InsNtute(TP�Is bwted at 278 N.lee Stroet Suite 312, FAX:(715)924-2585 AkYendria,VA Y2311.Ths Amsritan Foroat and Paper Association(AFPA)Is lo�ated M 7771 19th Siresl,NW,Sb 800,Waahington,DC 20036. TOTAL 55.00 P!P Seqn T6.5.20 - 126266