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1990, 12-10 Truss DrawingDEC. 10 '90 134 BESTWAY-STPUCTURES DATE: COMPANY: ATTENTION. FROM: SUBJECT: TOTAL 1' PAGES (i(clud (If you MESSA6E: VALLEY BEST-VAY JILD1NG sup. INC. P.1 FAX 1 (509) 91-0659 ,- STORE 1 (509) c:0Z4-1250 (-5.z5$ 0..5174.7, 04"1-74]) TOLL FREE I-800-722-4491 • _ _ _„,7po.k 0/ye Ci3i4.4t Z-4-) 42Epie 41)LC) r3E15-7-vm-y T 4? tkC7r ie(R C age) -ceive all pages. telephone or FAX 147, ilaS 7-- V aA) icy C.4 'V z—o- •+51-L._ Repeat Transmission Please confirm Transmission /1.-"/4 144/e• Signed TOP CHORD 2X4 FIR-LARcH .01 DOT CHORD 2X4 FIR -LARCH f1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES Huss DE INSTALLED EN ACCORDANCE WITH 1 OUJ EVENTS OF 1. C . H .O. RESEARCH REPORT #2949. ��ALL PLATES APE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. E ORWGS . 13D S 160E 15AA-F FOR TYP PLATE L OCAT I TiN DETAILS. CONTRACT THIS TRUSS IS DESIGNED TooRs DEAR AND/OR SUPPORT ACOITI�TICIuLkk CAME ISLOADS TADVISEDIDIR HGTINSTALLATION TO ENSURE THAT THIS 'TRUSS IS ERT€CTE0 II 0PERL Y . r1 •W td tC i Lc1:, co c1 -"PLT. TYP. -ALPINE TRUSS ca ca CA a Ci a ea ca Ica G7 t.=3 p 3X5 2X 4 12 5X5 --�f 1_00 3X-4 (A I )�-'`• 1-10-12 X5 �1X8 6X6 2X4 FROM CONFUTER INPUT fL0AOS S OI r4STONS :TITTIED BY muss !ir Tc x-LOC L-u: 13C X-LOC L-R: 4.00 4.58 B.31 16.00 23.65 27.59 31.60 0.00 8.31 12.20 iU) BOTTOM CHUAD CHECKED FOR 1O ALL TOP CHORD SPLICES OCCURRING PANEL POINTS ARE TO OE LOCATED 1/4 OF PANEL LENGTH FnuM PANEL SHOULD P401 OCCtWI IN PANELS NEXT 6X6 4x5 15--1-©_Ltfi- 1-0 ---- 3?-2 0 OVER 2 SUPPORTS -2236s x- 5.50" * * I MPOR T art T x ►c "'101 `A0'11E,°0 0 1 # 11� . .11tt A. iI ion A WARI+1.I HG 0. q�)S unktecri*twee rent 7'aR im API( 610714 UPI K EAFGr�t A SEON--128021 FuANIsu A Ct'Y OF THIS OESi6H T lirrLit Mt MP. MOt P41.10. f. 1U LJ not maw A NM .;11+t 40 trlltG TIE Mae We fewOWSW ~f 7tt pc7ac �pD rig saaOn sow 011 'UM PM i1A1O114 ISM' Mn. Iart+E m. .t $ Pensa1Rq iaotr10w aI y im s,- rra..rurte am uaesm mist /ct.at etiwt'Elils OF .sn...ic MICE°`4 `�"O1 11a�E1.rs. lit ma n.t.a a ■m% 1001,101.1011115 10 wow rmr; tit t.IOI sets tf s �R PE r 1011:1101 atria o+rnnst Sir �� OtOap. 00141040104 00101400 t/j1.r 000411C.gi OnepgV4 or -its w -srt O[r_ la WOO OMIT 6[ WOW r=Oliil, 1111. 11I440410 IL l•ptl Y a4m111 R 1 /WAIN aim laPM %KIP tt Rfw9 Cn ZA 1 it s i-v- ea a amok no set NM. s--`4141 - nom &um 'or,' hive. MF lur.- O'SJW 4C7.R.ho+waft 001;13 0C0Ii.Ol4 +t4, (ob- 111emu.YtM i�.T 0 CPECTIOH 3X5 2X 4 2 3X4 (Al) 16.00 19.97 23.65 31.06 PSF LIVE LOAD_ BETWEEN AT PO I NAPPROXIMATELY TH I NE 12 `1 AND TO A PANEL POINT SPLICE R-10 r0 A w. 5.50' CONTRACTOR REV 15.4 . 7 DESIGN CULT. _LiEW TC Li 30.0 PsF TC dL 7.0 PSF DC T1L ( L1? 1 0. 0 PSF TOT .LD. 74 0 rs OUR _ FAC . 1 . 15 SPACING 24,0' {{�� KA IJ1 jI nt SCALE = 0.1875 REF R612---3454 DATE 11 /08/90 ofw6 CAas116i2 9a312of- CA-ENG e5 0/A LEN. 32-2-0 PL1cI - 4.OI12 i YPE COMMri