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TRIANGULAR TRUSS 11-14-1997 — N40PSF / T60TaUG3.5 / SPECIAL / JOB NO. DES: EMB CHK: TPI-95 -- ------ --- ------ -- THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL LOADS AS DETERMINED • BY OTHERS AND SHOWN ON DESIGN SHEET. VERIFICATION OF LOADING, TOO CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= 1 DEFLECTION LIMITATIONS, FRAMING METHODS, BRACING DESIGN, ETC. TOPiCHORD DEAD LOAD 5.00 PSF T 20GA IS THE RESPONSIBILITY OF OTHERS. THE SEAL SHOWN HERE INDICATES BOTTOM CHORD LOAD 5.00 PSF K 16GA ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY FOR THIS TOTAL UNIFORM LOAD 50.00 PSF DESIGN ONLY. OTHER DOCUMENTS WHICH MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT BEAR MY SEAL, HAVE NEITHER BEEN PREPARED BY TRUSS SPACING: 8.00 FT. CENTERS ME OR UNDER MY DIRECT SUPERVISION. LOAD DURATION FACTOR 15% PURLIN SPACING: 32.00 IN. CENTERS T1 2-2X10 SP MSR 1950E-1.7E REACTIONS: VERT. NOR. MIN.BRG. SPLICES SHALL BE 1/4 PANEL. +/- 1 '-0" UNLESS NOTED. 81 2-2X8 SP MSR 2250F-1.9E 1 12000 0 7.08 1N. PLATE SLOT DIRECTION AND FOLATE ORIENTATION IS INDICATED BY W1 2-2X4 S.P. #2 MC19 7 12000 0 7.08 IN. HASHMARKS. PLATE SIZES AND GAGES SHOWN ARE SELECTED FROM TRUSS FABRICATOR Truss is 2 plies. Fasten chords and webs together with 10d nails PLATE INVENTORY. on one side in staggered rows. PURLINS T.r. J'j,11 O.C. (2) rows Webs 1,2_,, O.C. (Z) rows 2-P1 HANGERS ARE SUPPORTED BY MEANS OF A LEDGER STRIP OR PURLIN B.C.IZ11 O.C. (z) rows � Y MAXIMUM SPACING OF LATERAL. BRACING OF BOTTOM CHORD, IN TENSION SPLICE: 2- 3=K608 11-10=K809 9- 8=K809 IS 10 FT. BOTTOM CHORD IPI COMPRESSION REQUIRES LATERAL BRACING PLATES 5- 6=K608 10- 9=K708 AT 24 INCHES ON CENTER. t 30'-0" r 9'-4" 9'-4" 9.-4„ SST - 1N 0 TAIL- 12 �ll 3.5 r _ / KB14ih 4 T60B' 3 --- T405J` 9'-6"-14 �2 Sr 1 9"-14 -- _ I hereW eirtiry tM tuffs 3 11 T507� 10 \1<506111 9 K5061 specification, or report was prepared by me or under my direct supervision and that I am 7.08 IN a duly Registered ProfMi®nal Engineer uA- BRG MN der the Of the State in 60'-0" neem. SCALE: t 13'-2"-6 i 11 '-2"-6 i 11 '-2"-6 iniCm� .7 1 ,Ie ' -Z 3809 I FT 1241" _ val "rTorceS t o0 enera OteS yn ass C�g 9rvij Sg note a ova. urnls a ati� of ma a feq Ire to compensate or actya ea oa fusses wit s o ottom c or arnz to Copy o t Is Gasl�n t0 thg pul�ping designer Si contraactor eflgctIoort.Y�IectloEk racing and permanent br cin or a w vs Isplacemants 8 or t anster of 0nztheO their approy ar v tlflCat on of coliformapce.wlth qulretl.Refer to Irl lianali Ir55tallln and�facih tFll �T1. iS ( s.Entsoqaons of late al web brzeq I e to resift appfaprlate bull�lp�co�e� nd owner' sped f ca�lons:Desi n andle and era t with care.r�qo not ere ruse da gage trusses. ucKrr�g are I�i�icated on l�e tru�5 desl��6I. esign�or IpaQgs and dl ensl s s a I�e or fled y tlul�dIn tlQs 11e g �o n t cut drllFor Iter tr s e. Io ar��gottom.ch ras earns a orage,bracm n nista ti of er esi n ca cu:tlons are av ilabYe from umberma�e 1LL 1. ¢his nclu�m those It�i I yrllacks or Qr�ning repulre conte uous usse shallbe fnaPh, ufact i�d to thy sp clfica ions f PI. esi n Is or a it' him i d cort]porient. It shdtl be ateral s rt seatt I $or p rlinsl. trusS'reaCtlon and�racin a orient tion I h wn� late sof Ir cti0n=-. er Into r to Into thq ui�dlntt dsesl r]�t�esi n thotloI is forces s afl�e� nsf�rr�8d to t�e building structure. g t Musses. stn rd for pl'to pl ementsp Pica los rd c nyor a e wit apprapnat�lYl gBNB'S stain% Trusses s�iaQrbe,ysed In enclosed.bµildinQs in on- Orrosnr �sppllces 9�ia �leiocatg�at 1 �panel len tIr }j {I•b". n�yvorlmeats Wlttl adeqquate v ntllatlon.CalculateOC art cat L U M B E R M A T E Truss plates as speclfletl and manufactJgred by Lumbermate, QQetlectlon for 1 r nOW IpaO does npI ex_2 L/3�(Q,O�of 11 O tf 5585,�r�aa rqf FOOT LfUSSeS WIthC@IIInQ5 on a Dlv is lan of Alpena En9fnaer-etl Proaucte. Inc. LLLP,�o Yqf over angs and roof trusses without Wings. C O p y f`1 9 h t © 1997 TPI- T ss Plat Institute NDS-lyatlonalbeslgn Specification for Wood Constructio