Laserfiche WebLink
NOTE: <br />SPACING OF SUPPORTS FOR MINOR MEP EQUIPMENT AND OTHER EQUIPMENT SHALL BE SUCH THAT THE MAXIMUM HANGER LOAD AT <br />JOISTS OR PURLINS IS LIMITED TO 150 POUNDS, HANGERS FOR THE EQUIPMENT LINES SHALL NOT BE LOCATED AT THE SAME MEMBER <br />AS HANGERS FOR OTHER ITEMS. DISTRIBUTE THE HANGER LOADS FROM THE VARIOUS TRADES UNIFORMLY THROUGHOUT THE ENTIRE <br />FRAMING SYSTEM. <br />(2)-#10X1 1/2" <br />LONG <br />WD SCREWS <br />HANGER <br />STRAP <br />HANGER <br />STRAP <br />(2)-#10X1 1/2" <br />LONG <br />WOOD <br />SCREWS DIAGONAL <br />BRACE PER MEP <br />DIAGONAL <br />BRACE PER MEP <br />JOIST <br />PER PLAN <br />JOIST PER PLAN <br />(I-JOIST WHERE OCCURS) <br />JOIST PER PLAN <br />JOIST PER PLAN <br />HANGER WIRE <br />MIN (3)-TIGHT <br />TURNS <br />PER MEP DWGS <br />BRACING WIRE <br />MIN (4)-TIGHT <br />TURNS PER <br />MEP DWGS <br />JOIST PER PLAN <br />JOIST PER PLAN <br />(I-JOIST WHERE OCCURS) <br />PROVIDE PRE-APPROVED <br />ATTACHMENT W/ HANGER ROD <br />WITH DOUBLE NUT PER MEP <br />(OPM-0043-13) <br />HANGER STRAP <br />OR ANGLE BRACE <br />THRU BOLT <br />W/ NUT & FLAT <br />WASHER (1/2" DIA MIN) <br />PER OPM-0043-13 <br />PROVIDE PRE-APPROVED ATTACHMENT W/ HANGER <br />ROD WITH DOUBLE NUT PER MEP (OPM-0043-13) <br />THRU BOLT W/ NUT & FLAT <br />WASHER (1/2" DIA MIN) <br />PER OPM-0043-13 <br />PROVIDE PRE-APPROVED <br />ATTACHMENT W/ HANGER <br />ROD WITH DOUBLE NUT PER <br />MEP (OPM-0043-13) <br />MIN 2X6 <br />18" LONG <br />FILLER BLOCK <br />FASTEN BLOCK <br />W/ (2)-10d NAILS, <br />CLINCHED <br />3/8" HANGER/BRACING SCREW INTO <br />3/16" LEAD HOLE WITH <br />3"MIN PENETRATION <br />BRACING WIRE <br />ATTACHMENT TO SAWN <br />LUMBER (SEE "F" AT I-JOIST) <br />HANGER WIRE <br />ATTACHMENT TO <br />SAWN LUMBER <br />(SEE "F" AT I-JOIST) <br />HANGER ROD <br />PARALLEL @ JOIST <br />(SEE "G" AT I-JOIST) <br />HANGER ROD <br />BETWEEN JOIST <br />(3)-10d NAILS INTO BLK'G <br />THRU PLYWOOD <br />4X BLK'G <br />W/ FACE MOUNT HANGERS <br />(AT I JOIST, PROVIDE 2"X12"X12" <br />FILLER BLOCK W/(10)-10d NAILS) <br />MUST BE ABOVE <br />THE NEUTRAL AXIS <br />OF THE BM <br />& MIN 4X OF BOLT DIA <br />FROM BOT OF BM <br />STRAP PARALLEL @ JOIST <br />(SEE "G" AT I-JOIST)STRAP BETWEEN JOIST <br />3/8" BRACING SCREW INTO <br />3/16" LEAD HOLE WITH <br />1 1/2" MIN PENETRATION <br />(WHERE OCCURS) <br />4X BLK'G <br />W/ FACE MOUNT HANGERS <br />(AT I-JOIST, PROVIDE 2"X12"X12" <br />FILLER BLOCK W/(10)-10d NAILS) <br />4X BLK'G <br />W/ FACE MOUNT HANGERS <br />(AT I-JOIST, PROVIDE 2"X12"X12" <br />FILLER BLOCK W/(10)-10d NAILS) <br />ANGLE BRACE <br />PARALLEL @ JOIST <br />(SEE "G" AT I-JOIST) <br />ANGLE BRACE <br />PERPENDICULAR @ JOIST <br />HANGER/BRACE WIRE <br />ATTACHMENT TO JOIST <br />HANGER/BRACE ROD <br />ATTACHMENT TO JOIST <br />2X FILLER BLOCK <br />W/ (10)-10d NAILS <br />PER BLOCK <br />EA SIDE OF JOIST <br />(2)-#10 X3" LONG <br />WOOD SCREWS <br />3" <br /> <br />MA <br />X <br />1 1/2" EQ3" <br /> <br />2" MIN <br />FROM EDGE <br />2" MIN <br />FROM EDGE <br />5 <br />1 <br />/ <br />2 <br />" <br /> <br />1/2" MAX <br />4" <br />MI <br />N <br />1/ <br />4 <br />" <br /> <br />M <br />I <br />N <br />, <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />A <br />X <br /> <br />G <br />A <br />P <br />TY <br />P <br /> <br />( <br />T <br />O <br />P <br />& <br />B <br />O <br />T <br />) <br />4 TIMES OF BOLT DIA <br />MIN <br />E1 E2 F G <br />D1 D2 <br />A B <br />C1 C2 <br />JOIST PER PLAN <br />JOIST PER PLAN <br />(I-JOIST WHERE OCCURS) <br />MASON IND. N. Y. <br />SEISMIC BRACKET OR EQ <br />FOR SOLID OR CABLE <br />THRU BOLT W/ NUT & FLAT <br />WASHER (1/2" DIA MIN) <br />PER OPM-0043-13 <br />MASON IND. N. Y. <br />SEISMIC BRACKET OR EQ <br />FOR SOLID OR CABLE <br />SEISMIC BRACE BRACKET <br />PERPENDICULAR TO JOIST <br />SEISMIC BRACE BRACKET <br />PARALLEL TO JOIST <br />(3)-10d NAILS INTO BLK'G <br />THRU PLYWOOD <br />4X BLK'G (MIN 4X6) <br />W/ FACE MOUNT HANGERS <br />(AT I JOIST, PROVIDE 2"X12"X12" <br />FILLER BLOCK W/(10)-10d NAILS) <br />MUST BE ABOVE <br />THE NEUTRAL AXIS <br />OF THE BM <br />& MIN 4X OF BOLT DIA <br />FROM BOT OF BM <br />4 TIMES OF BOLT DIA <br />MIN <br />C3 C4 <br />MAX 150# <br />1 <br />1 <br />EQEQ <br />MAX <br />150# <br />24" MAX <br />3" <br />MIN <br />STUD WALL <br />PER PLAN <br />4X BLK'G <br />W/ A34 T&B <br />STAGG EA SIDE <br />EA END <br />ANCHORAGE BY <br />OTHERS <br />EQ <br />EQ <br />PROVIDE VERTICAL <br />ORIENTED BLK'G <br />AS NEEDED <br />(MIN SIZE SHALL BE 4X6) <br />(N) CONC SLAB <br />TO MATCH EXISTING <br />(4 1/2" MIN W/ <br />#3 @ 12" O.C. E.W.) <br />#4 @ 12" O.C. (3 BARS MIN) <br />#4 DOWELS @ 12" O.C. <br />@ TRENCH <br />(N) CONC SLAB <br />TO MATCH EXISTING <br />(4 1/2" MIN W/ <br />#3 @ 12" O/C E.W.) <br />#4 DOWELS @ 12" O.C. <br />@ ADJOINING SLAB <br />#4 DOWELS TO MATCH <br />SLAB REINF. <br />FLOOR LINE/FINISH PER <br />ARCHT'L DRAWINGS <br />FLOOR LINE/FINISH PER ARCHT'L DRAWINGS <br />(E) SLAB(E) SLAB <br />(E) SLAB <br />ICC # ESR-2508 <br />6" MIN W/ SIMPSON <br />"SET-XP" EPOXY <br />EQ <br />EQ <br />PER PLAN 24" MIN <br />3" CLR <br />TYP <br />EQ <br />EQ <br />LAP SPLICE <br />ICC # ESR-2508 <br />6" MIN W/ SIMPSON <br />"SET-XP" EPOXY <br />NOTES: <br />1. <br />E N G I N E E R S I N CV C A <br />2151 Michelson Dr. #240 <br />Irvine, CA 92612 <br />Tel. 949.679.0870 <br />Fax. 949.679.9370 <br />Project No.: J804 <br />C I V I LQuality <br />Service <br />Commitment <br />S T R U C T U R A L DBEMBE SBE <br />SCALE: <br />REVISIONS: <br />OW <br />N <br />E <br />R <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />CL <br />I <br />E <br />N <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />DATE ISSUED: <br />PROJECT NO: <br />3/4" = 1'-0" <br />Issue Date <br />S-1.1 <br />TYPICAL <br />DETAILS <br />CI <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />DE <br />L <br />H <br />I <br /> <br />C <br />O <br />M <br />M <br />U <br />N <br />I <br />T <br />Y <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br />RE <br />N <br />O <br />V <br />A <br />T <br />I <br />O <br />N <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />CI <br />T <br />Y <br />, <br /> <br />S <br />T <br />A <br />T <br />E <br /> <br />Z <br />I <br />P <br /> <br />C <br />O <br />D <br />E <br />DESCRIPTION DATE <br />S-1.1 SCALE:N.T.S. <br />HANGER ROD SUPPORT AT JOIST5 <br />S-1.1 SCALE:N.T.S. <br />TYP BLOCKING/BACKING DETAIL4 <br />S-1.1 SCALE: 3/4" = 1'-0" <br />REF DET:3 S-2.1 <br />SLAB PATCH DETAIL7 <br />REPAIR DAMAGED VAPOR BARRIER PER <br />MANUFACTURER RECOMMENDATIONS <br />7/08/24 <br />505 E Central Ave <br />#B11/6/2024