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� .. • <br /> . ' <br /> 0 <br /> Top Chord 2x 4 2100E-1.8E MSF S-P-F T 3- -3028 B i- 2708 H ] - 120 M 2 - -742 Stantlar0 Uniform Loading (PSF) JOINTI" X: (in) Y: (in1 ANGLE <br /> TC. i, 2 T 2� -2302 B 2� 2708 N 3 � 1]70 M 4 � -]171 TCLL � 40.0; TCOL � 7.0: BC�L � 10.0; ------ ------ ------ ------ <br /> 2x 4 1650E-1.5E M5R S-P-F T 3- -217! B 3- 3023 N 5 - 701 W 6 - -646 Increase = 1.150 S 4.08 2.29 2.9 <br /> T 4- -3608 8 4� 3932 LIVE LOAD OEFLECTION BASED ON L/240 3 0.00 -3.87 4.0 <br /> Bet Chord 2x 4 1650E-1.5E MSR S-P-F T 5- -4146 6 -5.04 1.99 -1.8 <br /> NeD Mem. 2x 4 f3/STUD S-P-F <br /> BEARING REOUIREMENTS <br /> BEANING ACT. SIZE RE�. SIZE LBS <br /> B7 3.50 In. 2.95 In. i89! � <br /> BL 3.50 In. 2.86 In. 1824 <br /> BRACIN6 MEMBERS SHOYVN BY * NHERE HEOUIRED. <br /> iX4 CONTINUOUS LATERAL BRACING ATTACHEO <br /> WZTH TNO (2) Bd NAILS. <br /> S/4 PANEL POSNT SPLICES ARE LOCATED !2 IN. <br /> + - FROM EITHER TC ON BC 1/4 PANEL POINTS. <br /> THIS DESI6N IS FROM COMPUTER INPUT <br /> DEVELOPEO BY THE COMPONENT MANl1FACTURER. <br /> � <br /> 6'-3.25" 5'-11.15" 6'-5.20" <br /> 5'-8.75" 5'-7.65" <br /> 5-6 <br /> 12 <br /> 6� SP3-4 12 • <br /> 3-4 Q 4.0] <br /> 3-4 <br /> ' / <br /> 7.5-3 <br /> 0-4-3� . f <br /> �0-4-0 <br /> 1.5-3 3-8 3-4 � <br /> .5-8 <br /> 3-10 <br /> �:-0'.25" 9'-3.02" <br /> 1'-6.00"� 6'-1.50" 8'-7.23" � 1'-0.00" <br /> 30'-0.00" OVERALL SPAN <br /> PI.ATE COOE SPACING• OATE _ II IS THE RESPOr�SIBILITr OF OTHERS TO a5[ERTa7N iHST THE �0�05 U7ILIZEO ON Tt�2S DESIGN MEEt OR fxCEED iHE <br /> MODEL20 TPI-85 24.00" O.C. 12/26/90 acTun� Uf.AO LOA�S �MPOSEO BY 1HE STiA1C7URE ANI] 7HE IIVE LOAOS IhtFO5f.C1 BY iHE LOCAI BUILDING CODF Uil <br /> H1510f71CAL CLIMATIC RECOHDS. NO RF.SPON510ILITY IS n;SUMED FOR OIMEIlSIO�IAL ACCUR�CY. VERIFY AI.L <br /> '�'` OIMC.HSIO!15 PNIOR TO FABRIG770H. CONNECIOR PLA7F5 SHONN ARE TRUSNdL 1ti. 18, ON 20 GaGE A; SPECIFIEO. <br /> a17171CAilON SMALL COnP�Y XITH TNE OUALITY CON7110� MANUAL' OF THE TRUSS PLAIt INSTITUTE (iPll �t:0 /ME <br /> il1USNAL 1RUSCOM MANUAi �LL PANElS NOT SPfCIP1GlLY OESIGN�iF.O ARE TO DF EOU.:.�Y OIV[OEO. �OFNOTES <br /> "i'f l'Ial Cl1TTING 0�4Y LAlEF1AL BFACING REOUIf1E0 �f IhDTY7DUA� TNU55 Ht.MOF.NS IS qOTFO Ot� TnIS DRAwiNG. <br /> A T r u s P 1 u s D� s i n TIIiS U[S7GN ASSUHFS TNE lOP CH0110 TO OE C0�7TINUOI/SLY BNACEO OY SHEATNI11f UfllF55 OTIIE{1X75[ 57ATFD MHEf7F <br /> Nu R[GID CF.iLI�IG IS APPLIEU DTFlECiLY i0 THE DO(10M L'MON�. JT SHAL1. OE BNaCF.O AT INIEHVALS NOT F%Ci�.tJING <br /> 1(1'��0'. NFiH5UN5 F.RECT(NG iRU5;E5 ARE CAUTIONED TO SF.EK NRL`fFS5I0N�L ADVICF. HFGAR0II�G TEMPOfaARY FRtCTI0t1 <br /> .. ,__S-_,CR7�Q�/� L'l�oCitlG M1rtG1 15 ALNAYS OEOUIHED TO PHFVFNT TOPVLING �NO OOMIMOING' NEfF.II 10 �RAUUG MUUO iHu55f.5� <br /> as�a�.aiia CUnMf"NT:.Rr er�0 HECOnMF.N0AfI0N3' (iPII. MHEf1E CONFUSION MAY EXiST CONCF.IIH[��G PROPEN F1Fl.(1 INfC130N <br /> DM�� FILEI - IRIAWµS�S�f�U�f_q1pORAIIONASK;Nr�(COMPMlv «f:aRLr M4HN INTENIOH DEARING LOCATIONS, CnNTILEVENS, ANO TME f.NnqOS CF tMF. TRUSS TO PpEVE�iI IMPRO{'E�7 <br /> . � iNSTALLATION. TRUSSES SMAIL NOt F1F PLACEO N ANY ENVIRONMENT 1MA1 NILL CAUSE iNF. MOISTUHE CGNiENi OF Th'E <br /> X000 TO E%CFED 19% ANO/OFl CAUSE CONNFCTO(i PLATE CORHOSION C�M�ER, MMEN NFCESSARY, IS AEST OETEHHIr�EO OY <br /> � JUO(LIOUS APPLICATION Of E%PER1ENCE AND THEREFORE 15 OUt520F Tllf. SCOPE OF RESPONSi8IlI7Y OF TRUSM�L. <br /> / EBCO / Version 1.25 <br />