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GRADE: mEYA-FIR FOR NER IAEO-FIFRS LL40L ON', -ROOF = 32.0 PSF
2X4 SfANDA640 OR ST110 Z4' 0- DL Ols CEILING = 10.9 P5F
ii NOT WEGUIRED, FOR 3PA_N <= TOTAL DESIGN LOAD,= 4?.0 PSF
-OFF PANEL POINT SPLICE t'723 to PVCEILINGVEDUCTION TAxEN,
v TO 24' 0' AXIAL STRESS ONLY
LOAD 011RATION I-cREASIE z I_.IS
$63
REACTIONZ
PEAK JOINT DETAIL A' .00 20-R2.4X4.5vT2.15/4 TO 2V-0* Tmjjs__� mEmtjE!i FnRtES
2x& R4.OX4.5,146 2V 0' 1-5 4-01 '4 -37 -585
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PA14EL PUINT SPLICE W2) TO 2D:_ 1:
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DOOG-VIR SPRuCE-PVE-FIR AWIMIL
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LUMBER SPECIFICATIONS MEMBERfORCES FROM LEFT TO'RIC-liT.,
TOP CHORD BOTTOM CHORD, WEBS ffl-
TOP CHORD 2x6 T I= -,6791 0 1 $34 RERCTEON3 FESSI
'1720 W 4= -:2712 RESCTION c,B t 392ck
s2 OF -L T 2= -6198 B 2= e34t J4 _2z -2712 N S= E720 REACTION 8 5-- :3920
T 3= �-6198 B 3= 8342 14 3= 371-9 -GR8 e
6,
T A= --8793 3 4= 8342
BOT CHORD. US BEARING AREA REO'D ISO IN).
StL.STR. OF -L BEARING �c 'I a-68HF/'6-27DF
BEARING 0 5 S 68HF/ 6-270F
WEBS 2YA S I TRNuHRO OR STUD CF -L
*.)4M z3 ES 2X61 sZ DF -L GIRDER UIRDING (CON I)
LL*DL ON, TOP CHORD = 60-0 MF Ncy. C3 50
PL9TING IS FC -R R-5000. SERIES-/ OF LL+DL ON BOTTOM CHORD = 430.0 PLF
W 0" GIRDER TPUSS SUPPORTING :SPANS TO 26' 0' TOTAL LOAD =490.0 PLF
'RL LORDING
ADDITION
NGrE*- Lt3CPTE CHORD ENTER -PANEL SPUCES W(IF1 TC YERT 60.01 SO-OLL) PLF FR 0.0 TO 16.0'
AT 1,e5 F;!'flFL LENGTH owl- 6 INCHES. UN If, BC VERT 430-Ot '0 - OLLI PLF FR 0.0 TO .6-0'
Ivi
LORD DURATION NCREASE t-tS
3'-4 '3
PLATE RDIA�tD 90 UEG�
567S '567S
12
4
7290
7290
51 120
5 61 _9 0
3245
3245 u
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DEPARR.
4�4-6" .4 BUILDW-1-7
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IT -C.0' OVERALL SHIN
;-A t , 1— 1 i v I—
PLATE srgctmG CATE 17 IS 'THE RESf'ONSIBILITY aj: OTHERS . TO ASCEF.7AIK IMAT I THE LORDS UTILIZED 09 -THIS DESIGN REET �E=EED 'THE
;CTUAL DERD LORDS 111POSED BI M STRUCTURE RPM' IKE LIYE LORDS 311POSED BY IKE LtCRL BUILDING CODE DR
R-5000 U57CT24 00 0 2/ Il/ 87 HISTORICAL CLIPIRTIC RECORDS- NO fln-FUNSIBILITY 15 95SUMED FOR DIMEASIDNAL RCCUHRCT- VERIFY RLL- w
DIMENSIONS PRIOR TO FRMCOT11311. toliNF-CICR PLFIES SHOWN RRE TRUSWAL IS- IE� OR 20 GRGE RE EPEQFIED�
SHALL COMPLY WITH li4E OMT,'r CONTROL hRNIIRL� DF THE !RUSS PLRTE jxSTITUTE LTPII IIND THE
FACRIC111ION DESIGNRIED ARE'70 BE EGURLLY DIVIDED. 'A DENOTES
TRUSUAL TRUSCOM MAUURL - ALL FRWE�b NOT SPECIFIEFILLY -w s cRaw: mr,
SPECIRL CUTTING. ONL' MTEARL upsYNG ftEcti-AREDIDF 71131YIDURL IRUSS AErSERS 15 'NOTED Dot I I I
IRIS DES] -,A( Asslt_is THE TOP CHORD 70 BE CONTINUOUSLY BR;;CEC BI SHERTHINS UNLESS OTHERWISE ZTRTED, 1WHERE
R N, RDVTR-US D E I GN NO RIDID CEILING IS i3PPL7EG DIRECTLY 70 THE 8077011 CHORD. 27 SHRLL BE BRR�_EO RI 3XTERVRLS NOT EXCEEDING,
10 *-D-- PERSONS ERECTING TRUIbES ARE tRUTICKED TO ZEEIr fRUFEBSIGHRLADYlES -REGRRDINS jEmPZRARY ERECTION
1OPPLRG -!R Cl D 11 IRU- t
T R. U S. R L BRRCI.-* WHICK 15 RLWRTS R5014ED 71) FREYER7 - ;;NO �!DDAIN01W. REFER TO - A m wDo EsEst
COMENIRRI AND RECOMIENDAI IONS- 17PI 1. NNERE CONFUSION ART fl -'ST CONCERNING PROPER FIELD :ERECIIDN.
RK INTERIM EEAFING- 10LnTIONS� CRI(TILEVERS- RIND THE CHMS'DF THE TVUSS ID PREVENT IMPROPER
-SYS-TEMSI',:L.EF1',R;LL,'R",,r",',. TRUSSES SMALL HOT BE fLFCEO Ill RNT ENVIRDUMENT IH;l! VILL CRUSE -THE 14151. URE, -CONTENT DF THE
�A-86735 tRUSAL MTEAS CORPMRTION A STON313E COOPHY WOOD 10 EXCEED 191 RN3/ZP CRUSE CONNECTOR FLR7E,:CDPRCSIVN- -CAMBEX7. Vl!-:K,NFCESSARTi. IS_5ES7 BEIER111111ED BY
JUDICIOUS FTFLICATION- OF ElPEFIENtE __FKD THE RFFORE 3 5 OUTSIDE IPS SCOPE Mc RESPONSIBILTIT ZF 'TRU5WRL.
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-Er
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Tn 36, :a* AtIAL STRESS ONLY
?xh, PLAAX4.5.,T44
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PE AAL J01 kT Of7AIL FS Q E A C:Tj �0 K= .1332 J
4,fjgfi,o. tilt, Sh*L v2.4iA.5,T?.51a 741 .4 MATIA11-A' TRUS! L-LEMBER FORC
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