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© 01-16-2020 9:38 AM 972-888-9966 +R L Custom Truss [10631] PO 4 of 5 = 01/16/2020 Thu 10:38 Eagle Metal Products 972-888-9966 1D: #151463 Page 4 of 4 — 842, Custom ‘linuss ‘Truss: TO2 SICA Haris Reb Jor = RLCOLIOS Randolph, NY 14772 Date O/16/20 093699 Pagx = N of SPAN Pc QTY OHL OR. CANTL CANTR PLYS SPACING WGTPLY DOD 22283 /12 i 000 0.00 00.0 0.0.0 i Ain 137 Rs 9-7-1 De Fab eemnee seemed 0.0.0 0-0-0 10-7 3-6-8 t 12-7-0 i 3-8-8 O-10-6 3-6-8 ‘ 16-3-8 ' 20-0-0 tr 4 Afi plates shown to be Exghs 20 uniess otherwise noted. Loading (psf) | General CSI Deflection: LU (loc) ASlowed TOL: MA Tik§y Onde: IEC 20097 TT: 031(@-3) VotTL: OAln =L/S6 (8-9) L/240 TOOL: 10 THI 1-2007 BC: 056 (7-8) VotLL: 024m L/960 (8-9) L/MO Ba: 0 Rep Mir: Yes Web: 024 (6-8) QniV/CHUTL: 0.03 UP 2L/615 12 2/120 EDL: 10 Lasnber DOL.: 125% CQut/OHLL: 003i IL/616 12 ZL/120 jHozTL: O02in 7 Reaction nS LA,eA Ge NEW pS rg Qunbo Fp Widh Roe Width Max Roxt —— Max MWFRS Up&l Max C&CUpif Max Upit Max Horiz £3 oN i i 55m 253m 2,145 bs 1 bs -86 bs -86 bs tits 7, Ky S A. HERMAN 7 4 55in 253in 2145 bs : bs 86 bs 86 bs - SEY are +oAS . Material Bracing Ni By . De TC SPFIESOIS 2x 6 TC Shedhed or Purfess @ 5-9-0, Purfin desgn BC SP20017 2x 8 BC Sheahed or Purfas f 10-0-0, Puriin desgn Wb: SPF 1465015 2x 4 Loads 1) Thes truss has boon designad for €sc cffexts af bakancad (36. end unbabnced sloped roof mow loads in sccordnce wih ASCIET - 05 withthe folowing vo Sener dies fan heli Dore dal ng Cirgory! (= 1.00), Thermal (Q= 1.10), DOL=115. Unobatucted sippery surfiee. If tall voilymow loads. Oren ashes alee ae ted teed e relents KIC. a ee ee erg vee ees 90 mph, Exposure C Enclosexi, Gublot fip, Budding Category (I = 1.00), be -25 ft, Not End Zone Truss, Both end webs aomaired. DOL= 1.60 3) This truss tas been dexygned for tre Texts of TCLL= 20 psf 4) Mirumum storage sftic loading bras not bom applied in accordhince: with IBC 1607 1 Sin urd tah IDCIOOT, minimum CLL do not apply Member Forers Seti i, re el es mre SN ees Heh Cp as et acer ene he om = # hn $6 «= OTs ATG Be | 67 02% 2567%s iD 6aioy”~—SCSB (0 ie | | i 1) Unies noted offerwise, do not aut or alter arytuss monbar or phée without prior approval from a Professional Engnecr. edi for 5 ixal 3) Brace botiom chord wih approved sheafung or purfies pa Bracng Suomary Peraateeombcfbsecsbaben deena athcpeaiseak tec Ai pand ports on such webs stall be braced bcralypopandiaubr to the plane of hetuss. Lateral braces shall be installod win 6 “of cach web pand pont. 5) Acrexp factor of 1 50 has boon applied for tus buss analysis. 6) Lited wind upifl reactions based on MWFRS & C&C loacig. ALL PERSONS IABRICATING HANDLING ERECTING OR INSTALLING ANY TRUSS BASED UPON TIES TRUSS DESIGN DR/AWINGAREINSIRUCTED TO REFER TOALL | ‘Thaituli® Tross Software v5.635 pod geennnammiacnp hes miata ap SET PORTO ES EPEC TS DESIGN NOTES ISSUED WITT TIES DESIGNAND Eng M dal Prokcts 44 4974 4 OOOBINIAOA