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NTS <br />DETAIL6 <br />NTS <br />DETAIL2 <br />NTS <br />DETAIL5 <br />NTS <br />DETAIL1 <br />NTS <br />OPENING ELEVATION @ GL-313 <br />NTS <br />DETAIL11 <br />NTS <br />RIPPED FRAMING @ SLOPED ROOF7 <br />NTS <br />DETAIL3 <br />NTS <br />DETAIL15 <br />NTS <br />DETAIL12 <br />NTS <br />DETAIL4 <br />NTS <br />DETAIL16 <br /> <br /> <br />OPN'G <br />ELEVATION <br />DBL TRIMMER <br />TYP EA SIDE <br />HDR <br />PER PLAN <br />DBL KING STUDS <br />TYP EA SIDE <br />6X POST PER PLAN <br />W/ SIMPSON BC <br />2X STUDS <br />PER PLAN <br />E.N. <br />POST <br />PER PLAN <br />SEE 9D <br />S103 <br />STUD BEYOND & <br />@EA STUD OF POST <br />E.N. <br />HDR WHERE OCCURS <br />NTS <br />DETAIL1 NTS <br />DETAIL4 <br />(E) FRM'G <br />(E) DBL. TOP PLATES <br />SHT'G <br />PER PLAN <br />(E) STUD WALL AND PLYWOOD SHEAR WALL <br />(VERIFY IF SHEAR WALL EXISTS, NOTIFY <br />SEOR ONCE FINISHES ARE REMOVED) <br />(E) FRM'G <br />(E) DBL. TOP PLATES <br />SHT'G <br />PER PLAN <br />(E) STUD WALL AND PLYWOOD SHEAR WALL <br />(VERIFY IF SHEAR WALL EXISTS, NOTIFY <br />SEOR ONCE FINISHES ARE REMOVED) <br />POST PER PLAN <br />SEE <br />SET.9D <br />S103 <br />1/2" THK STRUCT I SHT'G <br />W/ 10d @ 6,6,12 <br />(BN,EN,FN) <br />2X RIPPED FRM'G @ 16"O/C <br />SHT'G PER PLAN <br />A35 W/ #6 SCREWS <br />@EA BLK'G <br />@EVERY 3RD JOIST BAY <br />(48" MAX) TYP. <br />2X BLK'G @48" O/C <br />MAX <br />JOIST PER PLAN <br />A1 <br />A1 <br />A1-A1 <br />RIPPED JOIST PARALLEL <br />B.N. <br />10d TOE NAIL <br />@ 16" O/C EA SIDE <br />B1 <br />B1 <br />2X BLK'G <br />@ 48" O/C <br />TYP. <br />SEE FOR <br />INFO NOT SHOWN <br />B1-B1 <br />10d TOE NAIL <br />EA SIDE TO EA JOIST <br />RIPPED JOIST PERPENDICULARAB <br />3" <br /> <br />M <br />I <br />N <br />A <br />3X BLK'G <br />3X LEDGER <br />W/ (2)1/4" Ø SDS INTO <br />EA STUD <br />B.N. <br />2X ROOF <br />JOISTS <br />SIMPSON <br />"LB" HANGER <br />1/4" Ø SDS INTO BLK'G <br />SPACING TO HATCH B.N. SPACING <br />B.N. <br />1/4" Ø SDS INTO BLK'G <br />SPACING TO HATCH <br />B.N. SPACING <br />SIMPSON <br />"LB" HANGER <br />2X BLK'G <br />MTS 30 STRAP <br />@48" O/C <br />WRAP STRAP <br />AROUND STUD <br />2X ROOF JOISTS <br />PER PLAN <br />E.N. <br />B.N. <br />16d NAILS TO MATCH <br />B.N. SPACING <br />(3) B.N. PER BLK'G TYP. <br />3X BLK'G @ EA <br />STRAP <br />2X ROOF JOISTS <br />PER PLPAN <br />B.N. <br />3X BLK'G <br />(N) CONT CS16 STRAP <br />W/ (22) 10d. INSTALL <br />OVER PLYWD <br />TYP@ ALL OPENINGS <br />(E) HDR <br />(E) 4" STUD WALL <br />OPENING <br />PER ARCH <br />OPENING <br />PER ARCH <br />(N) 2 BAYS OF 3X BLK'G <br />@ STRAP LOCATIONS,TYP <br />2X CEILING <br />PER <br />DET <br />7 <br />02-S102 <br />2X CEILING <br />PER <br />DET <br />7 <br />02-S102 <br />2X CEILING <br />PER <br />DET <br />7 <br />02-S102 <br />(N) POST PER PLAN <br />HOLDOWN <br />PER PLAN <br />2X CEILING <br />PER <br />DET <br />7 <br />02-S102 <br />PROJECT NUMBER: <br />A <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />: <br />CHECKED: <br />DRAWN: <br />ISSUE/REVISION: <br />7/ <br />1 <br />2 <br />/ <br />2 <br />0 <br />1 <br />9 <br /> <br />4 <br />: <br />0 <br />6 <br />: <br />5 <br />5 <br /> <br />P <br />M <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />y <br />m <br />i <br />n <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />S <br />- <br />T <br />h <br />o <br />m <br />p <br />s <br />o <br />n <br />_ <br />R <br />1 <br />7 <br />_ <br />Y <br />m <br />i <br />n <br />. <br />r <br />v <br />t <br />LT201801 <br />S- <br />2 <br />. <br />1 <br /> <br />2 <br />/ <br />2 <br />7 <br />/ <br />2 <br />0 <br />1 <br />9 <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br />Th <br />o <br />m <br />p <br />s <br />o <br />n <br />, <br /> <br />L <br />i <br />n <br />d <br />s <br />a <br />y <br /> <br />& <br /> <br />B <br />o <br />n <br />n <br />i <br />e <br />Alex.N <br />Alex.Q <br />04/21/2025 <br />CITY SUBMITTAL <br />23 <br />4 <br />4 <br /> <br />N <br />. <br /> <br />F <br />a <br />i <br />r <br />m <br />o <br />n <br />t <br />Av <br />e <br />n <br />u <br />e <br />, <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />E N G I N E E R S I N C <br />2401 E Katella Ave. #430 <br />Anaheim, CA 92806 <br />Tel. 949.679.0870 <br />Fax. 949.679.9370 <br />Project No.: F482 <br />V C A <br />C I V I LQuality <br />Service <br />Commitment <br />S T R U C T U R A L DBEMBE SBE <br />FRAMING <br />DETAILS <br />02-S401