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Jp� TfU55 �fU59 �/{%1 <br />,�u�zr.e �Bm ��'�E <br />.i.�.on.au m o a <br />��� mao <br />a.n <br />�Qti .{'I� La-'e11a�Ri ��"�f0 <br />]M = 1B 1] w » �• •' <br />1]8A� <br />�_.__ ._ <br />LOADING (psQ <br />TCLL 25.0 <br />TC�L 70A <br />�CIL 00' <br />BCDL B C <br />—1" — <br />30U0. __ <br />___ __ . _..__- __--_�o:da <br />__—'._ __._ _ _ -_'. , . _.. _ —__— <br />SPACING 2-0-0 I C51 I DEFL In �loy <br />Plates Maease 1.15 TC 0.10 i Ven�LL) 0.00 11 <br />Lumberinuease 1.75 I BC OD6 i Vert(ty 0.01 11 <br />Rep S�ress lna Ves I WB 0A6 Norz(Ty OAO 10 <br />CoOe IftC2009�TP120W � (Mavis) <br />LUMBER <br />TOPCHORD 2X4HFNo2 <br />BOTCHORD 2%4HFNo2 <br />OTHERS 2 X 4 HF SWtlISitl <br />REACTIONS qll bearinps 260-0. <br />�te) - Max Horz 2=57(LC 5) <br />Max Upiift All upli/� 1001E or less at joint(s) 2. 70, 16, 17, 18. 1<. 13, 12 <br />Max Grav All reat�ions 2501b or less at join�(s) 15. 16 '7. 14. 13 euepl <br />2=260�LC 1), 10=260(LC 7), iB=317(LC 9). ';LC 10) <br />FORCES (Ib) - Max. Comp.IMax. Ten. - All lorces 250 (IE) or less except when s�own <br />(opironall_ <br />MiTe: InEUW <br />ieu=�w <br />11J-0 _� <br />—~IJ-0 � <br />Sw�o= 1 J] a <br />� — — <br />'� <br />ID <br />_� " t' <br />'�-..._.".�.".�.��._._.-..��_�� .. <br />utle8 Ud <br />Nr 180 <br />n!r 120 <br />n�a n/e <br />�� �5d <br />-II—'-'.' --__.. . <br />PLATES GRIP <br />MT20 185�146 <br />WeighL7810 FT=p055 <br />BRACING <br />TOPCHOP.D Simctu�olwooCS�en�hmgEvealyapPbedor6-0-Oocpurlms <br />60T CHORD Rr�iO ceding tlirectiy apphe� or 10.0�0 oc bracmg. <br />NOTES <br />p Unbalance0 raot live loaas nave been consi0eretl /or tnis aesign. <br />2� NhnO�. ASCE 7-05', BSmp�'. TC�L=6.ODsl. BCDL=4 Bpsl, �=i5tl; Cet. II: E�p B, encbsea, N`P:FRS pow�nse� 9aCle entl cane, caNllerer <br />lefl antl rigM e�posed ; entl vetliwl Icfl ontl right exDoseE', Lumber DOL=1.33 plate gnp OOL=1 33 <br />3) Truss tlesignetl lor winC loatls in t�e plane oi l�e Iruss anly. Fot 51uCs expoSeE lo wintl (normal lo l�e tacc7. sce StsnJard In;fuslry <br />Ga�ie End �clails as applicable, or consuA qualdie0 CuilEing Oesigner as per ANSIrtPI 1. <br />4) All plales arc 2e4 MT20 unless al�em�ise inCicaletl <br />5� Ga�le requires wnlinuous Oo��om chortl bearing. <br />6� Gable sWtls spaceG at 2�0-0 oc. <br />7� T�is truss �as 6een designed lor o 70.0 psl6ottom chord hve roaG nonwnwnen! wM eny otner live loatls <br />e�' TOis Imss has been tlesigne0lor a Lve IoaG o120 Opsl on t�e Cotlom NorC in all areas where a rectan9lc 3-G01a�1 by 2-0-0 wiae wtll <br />1� between lhe Eotlom �'horC and eny olhet membefs. <br />9) ProviCe methaniral conneCion (6y athers) ol truss to l�earing plate capahle olwM1�stanCin� 1001E uphfi ai joinqs) 2, 10. 16, 17, 78, 14, <br />17.12. <br />ID) This truss is Cesigned in accordance wilh t�e 20091nternational Residential Cotle seclians R502.11.7 antl R802.702 entl re/erenced <br />slandarC ANSIRPI 1. <br />11) "Semiaigitl pitc�Creaks wilh 1'ueC neels' Mem�er entl harty motlel was useE in ihe analysis enC Cesi�n ol �his Wzs. <br />LOAOCASE�S� SlantlarC <br />�► w.nwr�o.v���r,a�,a�vnam���nam«,anaa.a�m�s+��..o�uv�o,aw�a.�a�Mmaeao�ia.�.«�«sro��ae�oin��e�io,e�,�o..q� <br />valq lor ust wn� MiTeh runnMw D�o�es oniy T�n 0<van �s Cav!0 mh upen D+���'�en fMwn. unE b bi ae nErvtlua� �uAamp componem ApDL:a�Jay <br />olEespnD]�pmelenlMDtopt�b[OTO�alpnoll�efAmDoneALL�esponvdl�tyolEu•pinpdefpne�orow�c�oflMlmifei�M�nsblkr L�IerYreCtliA <br />aevpnnioneNownmvwmaue�ree�nONONmempenam�acoco�eeuonEuwmOorvy.notlomWan9��anunyonunp nUGi�vnailemporaryros�nvN <br />Oa9o/al bau�91+ �su�e s1��EA3 tlun�q wor�ocn1e olslnelr'usso Fcr �y al I�a n Oa. <�a9�rNl a T4nm1 �u.W�np s1�0:Lty M6Np 0� � Wnt opl go �uro <br />u1Mrt{cs�,n IIMI.ua des 9'enUs 9a M 9nres0onLOdAtl].Ia�rcalroM1Qu� Oe. <br />ea.:e,r ,�a.a;s-nic-.��c.,srmais�an.ose.e9ecaocsi�Dooa.nqcoro«iemszkryimorm,^onl•��,uaehom <br />n o�u a rv ' <br />cbcFe�w..m:mo:,:rya-,� . .— -___ —_— - <br />r/ �:r�t \� <br />3� lp' � LJF ,4 <br />J��`�v�rj�y 1,�� <br />�c /��X,/�i <br />May 2,2013 <br />� <br />CONSULTIN6 i � c <br />