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• <br /> LUMBER SPECIFICATIONS HEHBER FORCES FROM LEFT TO RIGNIT �~ <br /> TOP CHORD 2X4 1650f-t.SE HSR 9-P-F TOP CHORD BOTTOM CHORD NESS REACTIONS <br /> T l= -2404 B 1= 2150 N t= -548 N 3= 758 REACTION • B jr 1710 <br /> Bot' CHORD 2X4 1650E-t.5E n3R 3-P-F T 2= -2083 8 2= 1455 N 2= 758 W 4= -548 REACTION • B 4= 1710 , <br /> WEBS 2X4 •3/STUD S-P-F T 3= -2083 B 3= 2150 . <br /> T 4= -2404 <br /> BEARING REQUIREMENTS <br /> ALL BEARINGS SHOWN ARE 3.5' ExCEPT AS NOTED( TRUSS LOAOING ICON 11 I hereby certify that this plan.specification, <br /> UNIFOORRn OL ON TOP CHORD =LL ON TOP CHORD . 47-0 r3F or report was prepared by me or under my <br /> F <br /> LOCATE INTER-PANEL SPLICES AT 1/4 PANEL LENGTH F/_ <br /> UNWORN TOTAL BOT <br /> OLLOAD =1057-OSPSF direct supervision and that ! arlanl Uly Regis- <br /> 12 INCHES FROM EITHER END OF THE PANE!- INDICATED. 1 <br /> ADDITIONAL LOADING tered Professional Engineer Inner the laws <br /> THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT CORGI IC TC VERT 228.01 18800-OIL) LOS AT PANEL POINT s of the State of Mi esotamilli-. <br /> DEVELOPED BY THE COMPONENT MANUFACTURER. <br /> LOAD DURATION INCREASE = 1-15 / <br /> / _ 1� <br /> GARY T/rBUDZINSKLP.E. 1 <br /> i <br /> • <br /> Date FEDI 2 7 vimRegistration NII: 17225 .. <br /> 1, iL"-4,., IZts.6 f <br /> awl• i <br /> 4-4 c <br /> • <br /> If <br /> 3-4 1.5-3 .5-S <br /> l215a <br /> • <br /> ds <br /> 02 E2 <br /> Ell <br /> ' Y • `` <br /> 4-5 5-6 $p, 9-4 4-5 <br /> 3-4 <br /> 3-4 NO SP. ALT. SP. <br /> REVISED 2/22/89 MDH • <br /> 24.00' 4 I.. - — - <br /> 1.� ' +--0.0' OVERALL SPAN 24 f00' <br /> PLATE COOS SPRCINO GATE RI1 I6 1HE RESPONSIBILITY OF 010(R6 10 ASCERTAIN THAT ONE LOAU6 UIILIIED ON TAM 0E0160 REEI OR EXCEED THE <br /> MODEL20 TPI 24.00 . D.C. 1/19/09 ACTUAL Of RD LOA06 INPOSEU BY THE 61NUCIURE AND TAE LIVE 101106 1NP06Ee By THE MIL 61111.0ING COOS OR <br /> NIGIORICAI CIIANl1C RECORDS. NO RISPONSIBILIIY 16 ASiun(0 Fos OIREN610IIRL REELARCT. SERIFI ALL <br /> UlotOS10N6 PRIOR 10 FABRICATION. CONNECTOR PLATES SHOWN RAE TRU6NYK. 16. is. as 20106E RB 6PECIFIEO. <br /> TABR(CAIION SNRT( CON►L1 011N 7HE "0(NiLlIl CONTROL NANURL" of 111E 1RU6s ILRTE )*BRl1UTE (TP11 RMO THE <br /> � IHuSNAL TRUSCON ARMURL. ALL PANUS NAT 6PECIFICALLI DESIGNATED AAE 10 OE EOUN,`T 15510(.0. 4 OENOIES <br /> RN R N Y T R U S R DESIGN S z GN JTRUSNA <br /> L S►f5INI CUTTING. way LATERAL ABACl/40 REOUINFO OF INBNMCEO L TRU66 HEELERS I6 NBIEO ON IA16 DARNING. 69 <br /> /NIS DESIGN AGSUNES THE TOO (NOAO TD BE CONTINUOU6GV BRACCO BY SHEAIN MG UNLESS KN1MR16E PYRTE6. NHLRE <br /> NO A1610 CEILING 16 MPUEO DIRECTLY 10 7HE BOI TON CNORO. I/ SHALL AE 6RRCE0 R1 /NIERVALB NOT EXCEEDING <br /> 10'-0'. P(RSON6 ERECTING TRUS6f6 RAE CAUTIONED 10 SEER PAOFI661ANAL ADVICE REDON01M0 TERPORRSY (Si(II1* <br /> (�}, �/'�J 1 °RACING NNICN 16 ALWAYS REUUIREO 10 PREVENT IOPPLINO RAO 00111001N0-. REFER 10 ACING 14060 /RUSKS, <br /> 2 v 0 0 C �ZNj\A S Y S T EMs LOMMCNIRRI AMO RECORNENORTIONS- LICIT. NNERE CONfU510N O 1 ER161 CONCEROE ( totems (IE10 ERECTION. <br /> f1ENRLT AAAA INIERIOR BT1111N0 LOCATIONS. CANIILEVEA . FMO INE CNOROS OF THE TRV6lr 10 PREVENT IMPROPCA <br /> DR)� fi1.Ew INBIRLLATIDN. IAU6SE6 SHALT. MOT BE ►l ACfo TR ANT ENVIROMNENI TAAL WILL CAUSE INC RAWIWUNE DNTENI OF 1H( <br /> rRUBMIN. ATSIEoB CWiPORAI(DN R 0(ONOOE EfMIPAMY 14000 10 EACE(O IS' AN0/OR CROSS CONNECIOR PLATE CORR06l UN. C6NBEfl. NNEM MECEB6RAY. Ni BEST DET(NNINED 01 <br /> JUOIC IOU6 RffL TEAT ION bF IIFFRIENC( AJNO 111CAE►ORE 16 OUTSIDE INE SCOPE Of RE5P'lMPOIILIlT OF TRUSS, <br /> Lars 77 1EBCO / EIOCO 51R11011R0 conno0 2.04 / 4.07 <br />