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,.; . ' • �' ..:OMPUTRUS, INC. . <br /> cr!.^. ' C-1X2.6 _ <br /> t. <br /> � , Fhd vertical may be <br /> � anitted if top chord <br /> • is adequately supported , C-2.Sx2.6 <br /> � <br /> �EFLE�TiON CRITERIA (MqXIMUM plLOYpBLE1 C-17C2.6 <br /> SLODE f 4�1<^ � L/2�p LIVE LbRO I [tafter Span � <br /> iF DL >�.3 �� )��:1� � L/ie� LIVE LOaO - • <br /> u �pk SLOPES) � l/te0 TOi..L L�qC <br /> eef�sr+a ,rotsr . �i��o �tve �oao t;ote: Connector plates sized for handlinq unly <br /> • • and may be repl.aced with ewal fasttfer. <br /> Load Duration Increase � 1.15 <br /> Rafter Loads ' . � <br /> ho d Bottom Chord� <br /> Live Load �0 sf 25 psf 4U psf LO psf <br /> Dead Load � 7 psf 15 psf 7 psf 5 psf <br /> Desiqn Load 37 psf q0 psf 47 psf 15 psf <br /> '��� s at 24"oc <br /> � MSR 2400 F ' 8''1" 7'-4" 7'-q^ lp _��� <br /> .�+ �� 2100 F 7'-10" 7'-1" 7'-1" 10'-3" <br /> LG50 P ��_^.� 6r_g� g�_g� 9'-8" <br /> �4 . MSR 1450 P 7'-0" 6'-4" 6''4" 9'-2" <br /> bt4 D[' nl 7'-10" 7'-1" 7'-1" LO''3" <br /> ac4 D[' R2 7'-3" ��_�.� 6�_5�� 9'-11" <br /> �x4 tiP it2 G'-7" 6'-4" 5'-10" 8'-10" �. <br /> � r. �_q.� ,_ „ <br /> �_ .. '' <br /> 6 11SR 2100 F 12'-3" 11'-2" 11'-2" 16'-0" <br /> �6 MSR 1000 P 11'-10" 10'-9" 10'-9" 15'-6" <br /> �6 MSR 1650 C 11'-7" LO'-5" 10'-6" 15'-2" � <br /> 2z6 FC' 112 9'-6" 9'-2^ 8'_5" 13'-0�� <br /> CITY OF EVERETT <br /> ��. Cq; APPROVED FOR <br /> �' BUILDING PERMIT <br /> r;r;c����. <br /> �II.E NO.: 127�FTfiR SP!IN C1fART 7,:' �:.` ��, � Date_----- . - <br /> �) : <br /> .t: �/9/09 ^" i , 17i7t <br /> � <br /> � .� �'' <br /> REF.: 1,_1 DES. BY: sc • . �- . <br /> ,"y. �,� �•+����'•" �i:• CompuTrus Inc. <br /> $EQ.: 98097 ;�`-.:fi�14Gt��'�- . <br /> ..�.a,r..�.........<e..o......n,.� <br />