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Top Chord 2x 4 2400E-2.OE MSR S-P-F T i--16674 B i- l49S4 M i - 4590 W 2 e -5505 Uniform LoaOs PLF Loatl Case 1 <br /> T 2�-11323 8 2- !49]4 W 3 - 964� N 4 - -5505 Initial Final Start End Uir. <br /> Bat Chord 2x 8 2250E-1.9E NSR S. PIt� T 3--11323 8 3- f4914 W 5 - 4589 TCLL 80.0 80.0 0.00 22.33 V 2 COMPLETE TRUSSES REOUIREDI <br /> T 4�-l6674 B 4� 14914 TCOL 74.0 14.0 0.00 22.33 V <br /> Web Mem. 2x 4 !3/STUD DF-L BCLL 600.0 600.0 0.00 22.33 V SPECIAL PLATE POSITIONING CHAAT <br /> WEB 3 BCOL 222.0 222.0 0.00 22.33 V JOINTf X: (in) Y; (fn) ANGLE <br /> 2x 6 365QF-1.5E NSR S-P-F Increase - ].150 ------ ------ ______ ______ <br /> ' LIVE LOAO �EFLECTION BASED ON L/240 1 5.85 2.87 5.4 <br /> Left Side kedge 2x 4 /2 or Betterll S 33.52 fi.70 5.4 <br /> Right Side Nedge 2x 4 �2 or 8etterll . ' 3 0.00 -5.75 90.0 <br /> 5 -5.85 2.87 -5.4 <br /> BEARING REOUIREMENTS 5 -13.52 6.70 -5.4 <br /> BEAqING ACT. SIZE RE�. SIZE LBS <br /> Bi 6.00 In. 6.03 In. 10229 <br /> BL 6.00 In. 6.03 In. 10228 <br /> S/4 PANEL POINT SPLICES AR LOCATED �2 IN. <br /> + - FROM EITHER TC OR BC ]�4 PANEL POINTS. <br /> UNIT SHALL CONSIST OF (2) MEMBERS FASTENED ' <br /> 70GETHER KITH fOtl NAILS AT 12' OC THROUGH- <br /> OUT. EACH MEMBEH MUST HAVE CONNECTOR <br /> PLATES BOTH FACES OF EACH JOINT AS SHOYVN. . <br /> ALL LOADS SHALL BE DISTRIBUTED (BY OTHERS) . <br /> EOUA�IY TO EACH PLY. � <br /> THIS OESIGN IS FROM COMPUTER INPUT <br /> DEVELOPED BY THE COMPONENT MANUFACTURER. <br /> 6'-0.63" 5'-1.37" <br /> i ��� �+• 5'-1.38" a+. sTB 6'-0.62" <br /> R7-8 <br /> iz i2 <br /> 6� �g <br /> 3.5-8 3.5-8 • <br /> / <br /> � 0-4-3� , ' <br /> �0-4-3 <br /> 5-8 <br /> � 3-10 7-10 3-10 <br /> SP7-8 5-8 <br /> i <br /> �• ` 5'-3.13" 5'-10.87" <br /> Fe r-�. s� s�� � <br /> 5-8 5'-10.88" 5'-3.13" g_g <br /> L �I <br /> 22'-4.00" OVERALL SPAN <br /> PL�7E CODE St�nCI�iG• OATE <br /> � I7 IS iHf: RFSPO�l;I(3ILITY OF OiHFHS TO nSC[RTAI�� iHai THE LOA�S UIILIiED ON iH15 DESIGt�HFET OR F%CEFO TI�E <br /> MODEL20 TPI-f35 O.00 �� O.C. 12/21/90 �� ACIUAL OFAO LOA[JS IMPOSED BY TNE STRUCTUIIF ANO iHE LNE 'DAOS IMPO.^,F.D BY THE IOCAI BI�IIDING CU[7F O(1 <br /> HISTOIIiCAI. CIIMATIC RECOPOS. NU NE;PUNSIOILT�Y 7F. '�SUMEO FUN 01MFI1570tlAI_ ACCURACY. YF"RiFY aLL <br /> '� '` �1HlN:IO'�S PP10ii TO fAOIiICA7fON. CUUNECIGII PLAf(S °dlONt� �NE TRUSFai 16, 1B, 09 20 WGF. �S Pt:CIF;ED <br /> fA�ilifCAl10N 11•1ll CONPLY X(Tfl ll�f 'UUR�I1'! COIJf�IOL MANIIAI� OF TI�{; 1f1Ui5 f'��11 jll:IjlU1f 171'I) �110 1NE <br /> IIIU::MAI 7f1U5CpM MAtll/�l �IL 1'A'!!1!: IIOT .�f��((:II IC%.'.l'f Ilt;1,f�F1(Il R(If 711 11F 1011i!LY UIV11lif� ,A I7fflClf i <br /> -- 'i'il'�A� ftlll(Nf�. OIIIY LAIf11.1L I111Al;�lili 17F.(lUllllll UI fI.11I\'IOUAI. IIIi1SS MlMililli 1.`�. !1011(7 Uf! fl�l$ ()IIAN�1�(i � <br /> ,� 1 r u s P 1 u s D e s i n T �. r�,� ���5r�.�� �...��,��, ,�,F ,o,. �"��„�, ,� �„ �:���,�,,,,,��,�,.Y „"��,�, ,,. ����.,,,,,��, Ufqf^.5 O111F(IN1��( S,A„�, ...F„� <br /> r11� IIIGIII L!'ll.11lli IS A{'VLI(Il ll(IIECIIY IU Illf f1�IfIiM Lllflll:l. (I "IIAII. 11f II(1A(:(I) A1 IIIIf11VAI i II(If 1 i.i�llll(. <br /> 1ll' U' f'I11!�'�Il�i F11((;12tIG IRU�iF:i A17F CAUflil/lf(1 f� SIIM 1'll�il�i'�IGIlRI AUVjC1' IIEf4f101t!(. IFMI'U{f61i/ I!�!(:ilOfl <br /> , -S-_,MI�T�it� 1!II,:II�I� NIIILlI I� A1 NRYS 11FOUINfU TO ('lil'':f�.N1 Ibl'{'I IN<, AN(/ :)I1NI1101r1f'. NI.1111 10 'OIi,�CIt+Ii XI..1 Illl�':5(.i' <br /> P �saa ii�.7 f.UMMINU.IIY ANU NIfUMMfNUA110NS� ITPII. HIIf11F CUNfUSIOH MCY f%I:J (:ONCFNIIIIlG PNOPI`.11 IlIIU 11�lCII011. <br /> �IN(j� FILEt IRII$WNSYSffA��'OIIiURAiIpryASIGfNiDE(:OMI'A1JY ('LFAl11.Y MAI7K 1N71�.IIION OEAfiING LOCAiI0N5. CAf�fILfVFII$. ANU i11E C��rIHf)i CF Tllf. TIIUSS 1:1 �'IIFyl�1:1 iH��170f'kf7 <br /> INSTALLATION. 1HUSSt$ 511ALL HOi df PLACEO 'tJ AtlY F.NVI{70NMF.11T 711A'f MILL f,AUSF ?IIE MDISTUHE CONiFtli Gh Tt1F. <br /> . MOOD 10 E%CffD 1J% aN0/OFl CAUSE CONNFfTOR PLAiE COHHOSiON CPMpE�, WHf�11 NFCESSARY, ]S t3fST DE1Ef1MIl�f:O OY <br /> JUU1C10U5 APPI.ICATIOH OF F:%PERIEHCE ANO THfREF011E IS OU15IDE iMf: ;f,OPF UP qF.SP0��5i9ILI1Y CK Tq1I5NtL. <br /> / EBCO / Version 1.25 <br />