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JEFFREY T . TANGONAN <br />JBT ENGINEERING <br />91 <br />7 <br /> <br />M <br />c <br />F <br />a <br />d <br />d <br />e <br />n <br /> <br />A <br />v <br />e <br />. <br />Sa <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />IN <br />T <br />E <br />R <br />I <br />O <br />R <br /> <br />R <br />E <br />M <br />O <br />D <br />E <br />L <br />- <br />S <br />F <br />D <br />S-13 <br />ROOF FRAMING <br />DETAILS <br />1 TYPICAL SHEAR TRANSFER <br />SCALE:1"=1'-0"2 3 4 <br />5 <br />9 10 11 12 <br />SCALE:1"=1'-0"SCALE:1"=1'-0"SCALE:1"=1'-0" <br />SCALE:1"=1'-0" <br />SCALE:1"=1'-0"SCALE:1"=1'-0"SCALE:1"=1'-0"SCALE:1"=1'-0" <br />6 SCALE:1"=1'-0"7 SCALE:1"=1'-0"8 SCALE:1"=1'-0" <br />F.N. <br />PLYWOOD SHEATHING <br />PER PLAN <br />JOIST PER PLAN <br />JOIST HANGER PER <br />SCHED. <br />JOIST AND HANGER <br />(WHERE OCCURS) <br />(N) RAFTER PER PLAN <br /> (N) RAFTER <br />2X SLEEPER <br />MST48 @ 48" O/C <br />(N) SHEATHING <br />B.N. <br />BEAM PER PLAN <br />(N) C.J. PER PLAN <br />(5) 16d NAILS <br />(5) 16d NAILS CEILING JOIST TO <br />CEILING JOIST <br />(5) 16d NAILS CEILING JOIST TO (N) <br />RR <br />(N) C.J. PER PLAN <br />BEAM CONNECTIONCALIFORNIA FRAMING <br />A35 PER <br />S/W SHED EX <br />ROOF <br />RAFTERSB.N. <br />B.N. <br />EX ROOF SHEATHING <br />B.N. <br />NEW BEAM PER PLAN <br />SIMPSON U <br />HANGER W/ <br />2X BLOCKING <br />EX C.J. PER <br />PLAN <br />(5) 16d NAILS <br />CJ TO RR <br /> EX RAFTER PER PLAN <br />B.N. <br /> EX ROOF SHEATHING PER PLAN <br />B.N. <br />B.N. <br />1 <br />4" LAG SCREWS @ 16" <br />OC <br />EX C.J. PER PLAN