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:Jo� � iTm{s- -TmssiYW - - -.Oq IPIy �.�an:enarver�]ote _. . <br />I�W:9 <br />�Jt]01]]B CO3 ComtonTmu � I �f <br />._ .--��-- ._ LIJebR¢lerence1op_lq�tll __. <br />ProBUMOMvpion./u��onW�G!)]).J+n ]250�I.up]52011Miia�IMunnei.lnc. iliuMry02133tM]01] Paqet <br />ID 7BkK00r0o359777BpM�oz?zOBk9�JM0oA8K9�Bw7aUWc500REB{�4�OyCaTi90zNV" <br />h <br />l� <br />d' <br />d' <br />.— _ --_a__- <br />4Fi <br />�oo <br />�� �. <br />n.au <br />5au i <br />—__ _ h <br />to <br />�rB <br />n-i i < <br />scxr=i:�s <br />.. _" --- _ .. _ <br />�.u�z '- --- �- <br />� _ _ '�°- _.__ __, vab <br />. __ <br />— n _ . <br />xo.ix � �. � ._ —. . _ — —.-._ . <br />._. —____ ---._ . ... _.__:__. ---r_.. ____ — __-_ .—�. ._._ _ --. <br />LOA�ING(psq SPACING 2-00 I CSI �EFL in (bc) UOefl Lltl '. PLATES GRIP <br />TQL 250 � IIi Plxieslnuease 1.15 i TC O88 , Ven(LL) -O.OB 1d >999 140 I MT20 1859C8 <br />TCDL 70.0 Lum�er lncrease 1.15 BC 0.71 Vert(Ty -0.17 3-4 >9G3 180 � <br />BCLL �0' I RepSiresslr.a NO WB 055 I Hoa(TL) 0.03 7 nla nla I Weighl�_129'� FT=20�:' <br />�CDL 80 li CoGeIRC.009rtP12007 � �Matna) : � <br />-. .____'_____ _ . <br />LUMBER ... .. —� ���....�� � � � BRACING <br />TOP CHORD 2%d OF $S TOP CHOPD $imduralwood shealhin7 direqty applieC <br />BOT CHORD 2 X B DF SS �OT CHOftD Ri9i0 ceilrng duedly aFo�iea or 10.0-0 oc Oman7 <br />VJEBS 2%4HFNo2 <br />REALTIONS (IG/six) 7=432310�50 �min.43�9),3=4393I0-SB (min.0.7�t01 <br />Maz Moa 7=29(LC 4) <br />Maz Uplifl 1=497(LC 5�. 3=-200�LC fi) <br />FORCES (IC�-Mac.ComplMaM.Ten.-Alllorce5250(ID�orlesserceplwhenshvan <br />TOP CHORD 1-2=6d52i285.2-3=�G4521285 <br />80TCHORD 1-5=-20915G95.5-G=209:Si9'u.6�7=209/555G.4�'=209�5696,d-6=�2C95595, <br />8�9=20915696. 9-10=709'�60G. 3-10=:GP:5556 <br />VJEBS 2d-160/5221 <br />NOTES <br />1) 2�ply truss to be cannedea together wnh t 0�1 l0 1? t".l'I nans as loi'�v�: � <br />Top fhorGs connecled as lallons 7 X d- t rc.v nt 0 9�0 ar. <br />Botlom chortls conneqetl as lollows 2% 8- 2 mws a� 0-6-0 oc <br />WeEs conneCeE as lollows'. 2 X 4- 1 mw al 0�9�0 oc. <br />.^J AII loatls em ConsitlereE equally eDPlled to all plies, except d noted as imN �F I ar caU �Bl lace m ihe LOAD CASE�S� secuon Ply to ply <br />wnnetlions have Geen providetl to tlisinbute anly loatls noted as (F) or ���. unless omerxise InC¢afe0 <br />3� UnbalanCetl rool live IoaCs have been consitlereC lor ihis tlesign. <br />4� Wintl ASCE 7-0S�, BSmph�, 7C�L-6.Ops1, BCDL=4.Bpsl; h=25tl: Cet. II; Erp B: enclosetl�. MWFRS �low-nse) gaEle enE zone; cantderer <br />tefl and rigOt e.poseC ; end veniwl Icfl and rig�t e.poseB, Lumber DOL=1.33 plate grip DOL=1 33 <br />5) ThiS irus5 �as been Eesigne0lor a 100 psl botlom [httE live IoaO nontonwrteni wtl� anY othef live IoaCs. <br />6�' This W s5 �a5 been designed fOf a Ine load 0� 20Ap51 on lhe Dotlom chorE in nll areas wfiere a reclangle 360 �all Gy 2-0�0 witle vr:�i <br />I� betw=en IM1e boilom Utortl antl any olher mem0ers. <br />7) PmviEe mechaniral connedion (Ey others) ol iruss to be6nng plale CapaEle olwd�stantling 1001b uplM at joint�s) ezCeD� (A`IE) 7=197. <br />3=200 <br />8� 7his tmss is CesigneC in accortlance wAh t�e 2009 Inlemalional ResiEenlial Cotle uctions R502.17.7 ane R807.702 antl referencetl <br />smndar0 ANSIlTPI i. <br />9) "Semi�rigiE pitrhbreaks wi111 liaed �eels" Member en0 hany motlel was useC in l�e analysis anE Cesign ol ihis ifuss. <br />10� Manger(s) or other wnneclion Gevice(s) shall be pmvioed sutlicienl to support concentratetl IoaO�s) 125910 Covm and 591b up at <br />2-0.12, 1259 Ib down ane 591� up al 4-0-12. 1259 Ib tlown nntl 591C up at 6 0�12, 1259 10 Gown antl 59 10 up el B-0-1Y. anE 1259 Ib <br />down and 591� up at 10-0-12, antl 1259 Ib down and 591E up at 12-042 on �otlom chortl. The de5ign/seletlion of such connecticn <br />tleviu(s) is t�e responsi�ii�y ol ot�ers. <br />��r�,���Stanaaitl <br />wMrUryc � v<nry aesgn paomelers.oa �e�a nan on mi� irvs� oeuqn pq«ng ara �rcwaea orJ Rekwnu sirce� pev o}t tl oerom me Oespn <br />n�q bi use r�� MSe� conneclor D4tef only T�if Oeuqn �s EaxU anN �Do� P��iT����° ��°w^� ��'� br �n nErNu+l pm:Umq componeN MCAUGJ4y <br />OIUCtSnpi�YmltR3eMp�ODNnfAryO�tlO�D11M[GmpO�f/iliSltfpOnLhIJYo1W�NnqOlfpnCtOfEwm�011M�N3flS�M�Nlalk� L�iRWttYmnl <br />Jeu9^��b�ssfivx�miM�rJmlweUOMNorCmemGennelwcamD�e�uwLuWmqonM��b�oNWEnqpaEYqEnunpAEMcmilempo2ry�atnrN , <br />�Owns[onuEu�Yo11M0uJam94ni9 �o � e o11�eVm�e� Fo 9entr44u0mce paarOnqd Lpe e^iponu4iM1bf1� ncnor�i.OuaNY��l.qon9e ' <br />aebvsry.erea�on.lalerNm4i�✓��Maagon�iEi�cmq.cenw4AN51rtPi1.05[i�E9mEBC51�BWUnqCompontMSalerylnldmNon�nfYadehpn —-— <br />$pCANv.wxfbu�Muslytom . . - - � � ---- � � ------- <br />�o�erli �l:,� <br />May 2,2013 <br />I <br />CONSULTING:; <br />