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I . <br /> BTL <br /> 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 9 80 7 2-4436 <br /> Phone:425-814-8448 <br /> ENGINEERING Fax:425-821-2120 <br /> RB-04 6350# (RB-01) <br /> M = 5.67 k.ft (2'/2 + 1') 37 psf= 74 plf <br /> v= 3.30 k roof <br /> 1.75' <br /> L/360 = 0.09 (LL) 3300 # 3. 3300 # <br /> L/ 0.18 TL 5 BEAM R <br /> 240 = ( ) \ (1)2x6 ( )2x l J2x 11)�x6 /// <br /> \TRIMMER/ POCKET POCKET TRIMMER <br /> EIreq.d = 77.6 x106lb.in2 <br /> I HIGH_BEAM F111544-BEAH I FLIT--H BEAM 1 <br /> 1 ( )2x I ( )2x ( )2x I _( )2x r <br /> STUD GROUP STUD GROUP STUD GROUP STUD GROUP <br /> aFLUSH BEAM VIPW ry11..H BEAM A4 FLUSH BEAM 4 <br /> HGR TRUSS BMFR HGR HGR HGR TRUSS BY <br /> 5-1/2 x 6 G L B T POST- <br /> SFFOOOTINe, OThIER OTHER._FOOTING <br /> M = k.ft <br /> V= <br /> L/ = (LL) # # <br /> HEADER DOM BEAM HEADER <br /> L/ _ (TL) li <br /> )2x ( )2x ( BEAM Do►w)2x i ( )2x i <br /> TRIMMER POCKET POCKET TRIMMER <br /> EIreq'd = x106lb.in2 <br /> ( )2x ( )2x ( )2x ( )2x <br /> STUD GROUP STUD GROUP STUD GROUP STUD GROUP <br /> D,FLU H BEAM FLUSH Br_AM1 JA 14bR BY FU8I BEAN <br /> TRUSS M R HGR HGR TRUSS M BY <br /> R <br /> T POST_ <br /> -FOOTING OTHER OTHER._FOOTING- <br /> Project: Designed By: Date: <br /> Project Number: Client: Scale: Page: R2.4 <br />