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SYMBOL HOLDOWN <br />SIZE <br />POST <br />SIZE <br />(MIN.xSTUD <br />WIDTH) <br />ATTACHMENT TO <br />HOLDOWN POST <br />ANCHOR <br />BOLT DIA. <br />ANCHOR <br />BOLTS <br />EMBEDMENT L e <br />HD3B 2x (2) 5/8"∅M.B.5/8" <br />HD9B 6x (3) 7/8"∅M.B.7/8" <br />HD12 6x (4) 1"∅M.B.1 1/8" <br />HD3B 4x (2) 5/8"∅M.B.5/8" <br />HOLDOWN SCHEDULE <br />67 <br />A <br />1 <br />0 <br />1 <br />NOTE: <br />HOLDOWN DESIGNATIONS & CONNECTORS ARE FOR HOLDOWNS <br />MANUFACTURED BY SIMPSON. <br />FOR TYP. DETAILS, SEE THRU . <br />H1 <br />H2 <br />H3 <br />H4 <br />1 <br />S0.12 <br />3 <br />S0.12 <br />12" <br />AND 6 <br />S0.12 <br />12" <br />12" <br />12" <br />67 <br />A <br />1 <br />0 <br />8 <br />TYP. CONDITIONS AT WINDOWS & DOORS <br />2x STUD @ <br />END OF WALL, <br />DAP STUD <br />FOR BOLTS <br />HD POST, SEE <br />SCHED. <br />COUNTER-SINK <br />@ DOORS <br />HEADER <br />CRIPPLE(S) <br />SHEATHING <br />E.N.* <br />HOLDOWN <br />POST, SEE <br />SCHED. <br />16d SPACING TO <br />MATCH E.N.* <br />AT CORNERS & TEES <br />SHEATHING <br />E.N.* <br />* FOR E.N. REQUIREMENTS <br />SEE SHEAR WALL <br />SCHED. <br />5 <br />S0.12 <br />8 <br />S0.11 <br />5 <br />S0.12 <br />SHEATHING <br />E.N.* <br />EDGE OF (E) SHEAR WALL <br />HOLDOWN PER SCHEDULE W/ POST <br />INSTALLED ADHESIVE ANCHOR INTO <br />(E) FOUNDATION <br />(N) POST PER SCHEDULE, FULL <br />HEIGHT OF SHEAR WALL, CAN BE <br />PLACED EITHER SIDE OF HOLDOWN <br />ANCHOR <br />(E) 2x6 STUDS <br />(E) SILL PLATE <br />(E) CONC. FOOTING <br />S0.12 <br />3 <br />1' <br />- <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />DAP FOR BOLTS <br />1' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />VA <br />R <br />I <br />E <br />S <br /> <br />1 <br />' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br />MI <br />N <br />. <br />VA <br />R <br />I <br />E <br />S <br />6" <br />(E) E.N. <br />(E) F.G.(E) CONC. SLAB <br />(E) FOOTING <br />(E) SHEAR <br />PANEL <br />SEE PLAN <br />8" <br />(E) 2x6 STUD WALL <br />EQ.EQ. <br />1 1/2" CLR. <br />HOLDOWN POST, SEE SCHED. <br />HOLDOWN, SEE PLAN <br />FOR SIZE & LOCATIONE.N. FULL HT., TYP. <br />2x END STUD <br />DAP FOR BOLTS <br />7d MIN. @ BOLTED <br />HOLDOWN TYPE, TYP. <br />TOP OF CONC. <br />SLAB OR CURB <br />TOP OF FTG. <br />A.B., SEE SCHED. <br />(1) #4x2'-0" B.S. OF <br />BOLT, CENTER ON BOLT2 1/2"x2 1/2"x3/8" <br />WASHER PL, TYP. <br />EMBED. LENGTH L e , <br />SEE SCHED. <br />67 <br />A <br />1 <br />0 <br />3 <br />5 <br />S0.12 <br />5 <br />S0.12 <br />5 <br />S0.12 <br />1 <br />S0.12 <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 />1 <br /> <br />P <br />M <br />TY <br />P <br />I <br />C <br />A <br />L <br /> <br />W <br />O <br />O <br />D <br /> <br />H <br />O <br />L <br />D <br />O <br />W <br />N <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 />S0.12 <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 />NTS <br />TYPICAL HOLDOWN SCHEDULE5NTS <br />TYPICAL BOLTED HOLDOWN POST <br />DETAILS1 <br />1" = 1'-0" <br />TYPICAL POST-INSTALLED HOLDOWN SECTION31" = 1'-0" <br />TYPICAL POST-INSTALLED HOLDOWN2 <br />3/4" = 1'-0" <br />TYPICAL BOLTED HOLDOWN AT (N) FOUNDATION6 <br />1327 S Grand Ave <br />12/12/2024