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N O M •►1 C / @ r. n� i\ SEP 1 61988 J I� Ilso � M a ti 00 ELl CD o Ir �a q p " o � tA Mo CIN Q 0 ti - 3 `I V h. � 1 Q V �J a Lij - .� '7 0 h Z n r( I — 4 LUMBER SPECIFICATIONS MEMBER FORCES FROM LEFT TO RIGHT: i0P CHORD 2X6 TOP CHORD BOTTOM CHORD WEBS REACTIONS T L=-17t57 B L= 16276 W 1= -3t97 W 4= 4727 REACTION a l= 6696 180OF-t.6E MSR HEM-FIR T 2=-14032 B 2= 10011 W 2= -204t W S= -2041 REACTION D 7= 6696 2 COMPLETE TRUSSES REOUIREDI T 3=-L4032 B 3= 16277 W 3= 4727 W 6= -3197 SOT CHORD 2X6 T 4=-14032 BEARING AREA REO'D ISO IN) •1 DF-L T 5=-14032 BEARING a 116.53MF/L0.71DF 165OF-L.5E MSR HEM-FIR T 6=-t7157 BEARING a 7 16.53HF/10.71DF ONE TRUSS ON EACH SIDE OF WEBS 2X4 STANDARD OR STUD HEM-FIR r �� �pj ���' POLE NEB ■3 IS 2X4 CONSTR. HEN-FIR 4Y �(D ,,P( 1/IUE y=Ul_L BEARING WEB 4 IS 2X4 .CONSTR. HEM-FIR c? VIA PLRT[NG IS FOR R-S000 SERIES / MF MSR ,% '`( o?jb1 I TRUSS LORDING ICON 1) LL+OL ON TOP CHORD = 30.0 PSF ; ,, ► �t DL ON CEILING = 1.0 PSF TOTAL DESIGN LOAD = 31.0 PSF LOAD DURATION INCREASE = 1.15 NOTE: WHERE NO EILING IS DIRECTLY TOG THE ID CBOTTOM CHORDPITED t�ss�t+■Ek""rc"°�j��j� r SHALL BE BRACED AT INTERVALS NOT fin_ EXCEEDING 12'-0'. 11�" NOTE: LOCATE TOP CHORD INTER-PANEL SPLICES SYMMETRICRL ABOUT AT 1/5 PANEL LENGTH +/- 6 INCHES. BOTTOM CHORD SPLICES MAY BE LOCATED TO OPTIMIZE LUMBER WITHIN THE �•7.9 ,9" S•- PANELS INDICATED. win 6475 4060(S) WOODINVILLE TRUSS INC. 1630 P.O. BOX 558 WOOOj,4vjLLL WA 98072-M L2 3245 ; 4F7�::" u 4890 5660(S) 2X 4 HEEL v WEDGE BLOCK REOU[RED 1 .7' W-0.0' OVERALL SPAN PLATE CODE 5i'7LI'I0 DATE , IT 15 THE RESPON51BILITI OF OTHERS TO ASCERTAIN 714PI TIIE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED THE CTUAL R-5000 UBC 144.00' O.C. 5/19/88 1 157 00 1 GALA EL I MRT I C LORDS PO RECORDS.BY NO TR RE5PONSIDIUCTURE LITYHE I5L I A66UMEDVE 6 FOR 06DIMENSIONAL ACCU BY THE RACYILOYERIF00fALL DIMENSIONS PATOR TO FABRICATION. CONNECTOR PLATES SHOWN PRE TRUSWRL 15, 19. OR 20 DADE R5 SPECIFIED. FABRICATION SMALL COMPLY WITH THE "QUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITP11 AND THE A N A D V T R U S® D E S I G N TRUSNAL lAUSCOM MANUAL ALL PANELS NOT SPEC IF]EALLT Of SUAL A0 ARE TO BE EO URLIT ,ED OEO. ■ IRHI ES T R U S W R SPECIAL CI1i11110. ONLY LATER RL BRACING REQUIRED Of )NO VIB TRUSS EMBERS UNLESS S NOTED ON THIS DARNING. In R Of51 B11 LIING 15 THE TOP CHORD TO BE CONTINUOUSLY SITUSLT BRACED flT SHEATHING U UNLESS OTHERWISE INTERVAL STATED.EX WHERE tOIND Pin AIG70 Cf 1LIMG IS OPPLIED O]RECT LY TO tNE BOTTOM CH0f10. 1T 611A LL BE OR RL°0 AT INTERVALS VRLS NOT EXCEEDING 10'-0'. PERSON,', ERECTING IRU55ES PRE CAUTIONED TO SEEN PIT 9 IONIIL ADVICE REGARDING TEMP OR RMY ERECTION BRACING WHICH IS ALWAY5 REUUIRED TO PREVENT TOPPLING AND -OUMINOING-. REFER RO 'BRRCINO ROOD AUSSE61 CDMMCNIORr ARD OE COMMENDATIONS" CT PI I. NNE RE COWf'US10N NOY EXIST CONCERNING PROPER FIELD ERECTION, SYSTEMS CLEARLY MIi AI( INTERIOR BERRING LOCATIONS. CRMT]LEVERS. AND THE CHORDS OF THE TRUSS 10 PREVENT IMPROPER FILE- AO-36-4-31 REF• INSIRLLAIION. TRUSSES SHALL NOT BE PLRCEO 1N TINY ENVIRONMENT 7NRT WILL CAUSE THE MOISTURE GORIER OF THE A-6 7 9 2 5 TRU5NAL SYSTEMS CORPORATION R SIONOOE COMPANY JHOI C10ano 115r APPL CRTIONO/OF C EXPERIEONCELTRNO PL IHEREFOA E5I 5 OUTSIDER.THE WHEN NECESSARY. 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