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TYP. <br />6 1/2" <br />TYP. <br />3 1/2"TYP. <br />2" <br />EQ <br />. <br />EQ <br />. <br />7/8" THRU-BOLT, TYP. <br />1/2"x3" SPLICE PL EA. SIDE <br />(E) PLYWOOD SHEATHING(E) OR (N) 4x6 FLAT <br />COLLECTOR PER PLAN, TYP. <br />(E) GLULAM GIRDER <br />PER PLAN AS OCCURS <br />DEMO (E) BLOCKING ABOVE <br />GIRDER AS REQ'D TO <br />INSTALL COLLECTOR, <br />REINSTALL BLOCKING <br />AROUND COLLECTOR <br />A35 E.S. @ 6" O.C. W/ #6 <br />x 1/2" LONG SCREWS <br />INTO PLYWOOD, TYP. <br />(N) 4x6 FLAT COLLECTOR, <br />GLUED TO (E) SHEATHING, <br />ALIGNED W/ (E) COLLECTOR <br />TO THE EAST, PER PLAN <br />(E) PLY. SHEATHING <br />15/32" STRUC 1 PLY. <br />SHEATHING ORIENTED <br />EAST-WEST W/ 10d 2-1/2" <br />B.N. AND E.N., PROVIDE <br />4x4 BLKG AT PLYWOOD <br />EDGES AND AT CENTER <br />OF COLLECTOR <br />OVERLAP <br />2'-8" V.I.F. <br />(N) 4x6 FLAT COLLECTOR, <br />GLUED TO (E) <br />SHEATHING, ALIGNED W/ <br />EDGE OF (E) SHEAR WALL <br />TO THE WEST, PER PLAN NOTE: <br />PROVIDE UNDERSIDE <br />SHEATHING FULL LENGTH OF <br />COLLECTOR OVERLAP, 7'-8" MIN. <br />A35 E.S. @ 6" O.C. W/ # <br />6 x 1/2" LONG SCREWS <br />INTO PLYWOOD, TYP. <br />(N) 4x6 FLAT COLLECTOR, GLUE <br />TO (E) PLYWOOD SHEATHING <br />(E) PLY. SHEATHING <br />(E) TJL JOIST <br />SHEAR WALL PER <br />PLAN <br />(E) STUD WALL <br />TOP PLATES, V.I.F. <br />(2) HDU8-SDS2.5 W/ 7/8" ROD <br />4'-0" V.I.F. <br />4x8 BLOCKING, RIPPED TO <br />MATCH (E) DOUBLE TOP PLATE <br />EL., GLUED TO (E) SHEATHING <br />(5) A35 EA. SIDE <br />W/ #6 x 1/2" <br />SCREWS INTO <br />PLYWOOD, TYP. <br />(E) PLY. SHEATHING <br />4x6 FLAT COLLECTOR <br />PER PLAN <br />1" PLY WHERE <br />COLLECTOR IS ADJACENT <br />TO (E) SHEAR WALL. <br />FASTEN TO COLLECTOR <br />W/ 2 ROWS OF SDS <br />SCREWS @ 6" <br />(21) A35 @ 6" O.C. <br />W/ 10d NAILS <br />(E) 2x6 SHEAR WALL <br />TOP PLATES, V.I.F. <br />(E) 2x4 JOISTS @ <br />16" O.C., V.I.F. <br />DEMO (E) STUD AS REQ'D TO <br />INSTALL HOLD DOWN AND INSTALL <br />(N) STUD @ END OF HOLD DOWN <br />3x6 BLOCKING AT <br />COLLECTOR CONNECTION, <br />SEE PLAN FOR EXTENT <br />SHEAR WALL E.N., <br />SEE /9 S0.11 <br />2 <br />15'-2 1/2" <br />PLAN -ROOF FRAMING <br />SHEAR WALLS PER PLAN <br />FLAT 4x6 PER PLAN, TYP. <br />4x8 BLOCKING RIPPED TO <br />MATCH (E) DOUBLE TOP PLATE <br />EL., GLUED TO (E) SHEATHING <br />(5) A35 EA. SIDE W/ #6 <br />x 1/2" LONG SCREWS <br />INTO PLYWOOD <br />(3) A35 EA. SIDE W/ <br />#6 x 1/2" LONG <br />SCREWS INTO <br />PLYWOOD <br />NOTE: FOR INFORMATION <br />SHOWN BUT NOT NOTED, SEE <br />DETAIL /6 S3.2 <br />A35 E.S. @ 6" O.C. <br />W/ #6 x 1/2" LONG <br />SCREWS INTO <br />PLYWOOD, TYP. <br />SHEAR WALL EDGE <br />NAILING, TYP. SEE /9 S0.11 <br />Plan Check Number: <br />Project Number: <br />20 <br />2 <br />2 <br /> <br />R <br />Y <br />+ <br />A <br />O <br />, <br /> <br />L <br />L <br />P <br />Th <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />a <br />r <br />e <br /> <br />c <br />o <br />p <br />y <br />r <br />i <br />g <br />h <br />t <br /> <br />p <br />r <br />o <br />t <br />e <br />c <br />t <br />e <br />d <br />. <br /> <br /> <br />U <br />n <br />d <br />e <br />r <br /> <br />s <br />u <br />c <br />h <br /> <br />p <br />r <br />ot <br />e <br />c <br />t <br />i <br />o <br />n <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />u <br />s <br />e <br /> <br />i <br />s <br /> <br />n <br />o <br />t <br /> <br />p <br />e <br />r <br />m <br />i <br />t <br />t <br />e <br />d <br />. <br /> <br />T <br />h <br />e <br />s <br />e <br /> <br />p <br />la <br />n <br />s <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />o <br />r <br /> <br />u <br />s <br />e <br />d <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />b <br />y <br /> <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br /> <br />O <br />r <br />a <br />n <br />g <br />e <br />. <br />c <br />SEAL <br />CONSULTANT <br />Dr <br />a <br />w <br />i <br />n <br />g <br /> <br />F <br />i <br />l <br />e <br /> <br />N <br />a <br />m <br />e <br />: <br />Sh <br />e <br />e <br />t <br /> <br />P <br />l <br />o <br />t <br />t <br />e <br />d <br />: <br />S H E E T <br />-- <br />731 South Highway 101, Suite 1M, <br />Solana Beach, CA 92075 <br />(714) 639-9860 <br />ry-aoarchitects.com <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />g <br />v <br />o <br />s <br />s <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />B <br />L <br />D <br />C <br /> <br />s <br />g <br />h <br />_ <br />S <br />E <br /> <br />R <br />E <br />V <br />I <br />T <br /> <br />C <br />E <br />N <br />T <br />R <br />A <br />L <br />_ <br />V2 <br />0 <br />2 <br />3 <br />_ <br />g <br />v <br />o <br />s <br />s <br />@ <br />s <br />g <br />h <br />. <br />c <br />o <br />m <br />. <br />r <br />v <br />t <br />10 <br />/ <br />2 <br />5 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />4 <br />: <br />1 <br />8 <br />: <br />3 <br />4 <br /> <br />P <br />M <br />DE <br />T <br />A <br />I <br />L <br />S <br />238143.00-BLDC <br />8631 RUSH STREET <br />ROSEMEAD, CA 91770 <br />626-302-3687 <br />SOUTHERN CALIFORNIA EDISON <br />SC <br />E <br /> <br />- <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />B <br />l <br />d <br />g <br /> <br />C <br /> <br />V <br />o <br />l <br />u <br />n <br />t <br />a <br />r <br />y <br />Se <br />i <br />s <br />m <br />i <br />c <br /> <br />R <br />e <br />t <br />r <br />o <br />f <br />i <br />t <br />13 <br />2 <br />7 <br /> <br />S <br />. <br /> <br />G <br />R <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />N <br />U <br />E <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 />5 <br />101119260 <br />S3.2 <br />2024-01-24 Issue for Plan Check <br />2024-06-11 Re-Issue for Plan Check <br />2024-10-25 RTU Anchorage Added <br />1" = 1'-0" <br />COLLECTOR SPLICE STRENGTHENING1 1" = 1'-0" <br />DIAPHRAGM SPLICE2 1" = 1'-0" <br />COLLECTOR TO DIAPHRAGM CONNECTION3 <br />1" = 1'-0" <br />SOUTH RE-ENTRANT CORNER CHORD EXTENSION6 1" = 1'-0" <br />NORTH RE-ENTRANT CORNER CHORD EXTENSION7 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2024-06-11 1 Re-Issue for Plan Check <br />1327 S Grand Ave <br />12/12/2024