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3/8" DIA EXP ANCHOR <br />W/ 2" MIN EMBED <br />ELEVATION <br />SINGLE JAMB TO BOTTOM <br />TRACK PLAN VIEW <br />JAMB PER <br />SCHEDULE <br />BOTTOM <br />TRACK <br />3/ <br />4 <br />" <br />3/ <br />4 <br />" <br />DIST <br />3" MIN <br />EDGE <br />EQ <br />EQ <br />EDGE OF SLAB <br />WHERE OCCURS <br />BENT PL 14GAx3"x3" <br />W/ (4)#12 SMS TO JAMB <br />#10 SMS EACH SIDE <br />3/8" DIA EXP ANCHOR <br />W/ 2" MIN EMBED <br />ELEVATION <br />DOUBLE JAMB TO BOTTOM <br />TRACK PLAN VIEW <br />WHERE OCCURS <br />DOUBLE JAMB <br />PER SCHEDULE <br />BOTTOM <br />TRACK <br />BENT PL 14GAx3"x3" <br />W/ (4)#12 SMS TO JAMB, TYP <br />TYP <br />1 1/2" <br />TYP <br />1 1/2" <br />TYP <br />1 1/2" <br />TYP <br />1 1/2" <br />TYP <br />2" <br />CUT JAMB TRACK FLANGES AT <br />BOTTOM TRACK CONNECTION <br />STAGGER SMS <br />3/8" DIA EXP ANCHOR <br />W/ 2" MIN EMBED <br />ELEVATION <br />DOUBLE JAMB <br />PER SCHEDULE <br />BOTTOM <br />TRACK <br />BENT PL 14GAx6"x3" (LLH) <br />W/ (4)#12 SMS TO JAMB <br />4" <br />DOUBLE JAMB TO END OF <br />ZETRACK PLAN VIEW <br />WHERE OCCURS <br />1-1/2" x 1-1/2" x 20GA <br />x STUD DEPTH MINUS 1". <br />USE (2)#10 SMS EACH LEG <br />SOLID BLOCK FIT SNUG <br />IN EACH STUD BAY. <br />MATCH WALL STUD <br />SIZE AND GAUGE <br />WHERE PIPING/CONDUITS OCCUR, <br />PROVIDE 2"x 18GA STRAP EACH <br />SIDE OF WALL. LAP MIN 12" WITH <br />BLOCKING AT EACH END. USE <br />(4)#10 SMS TO BLOCKING <br />PIPE/CONDUIT <br />WHERE OCCURS <br />NOTE: <br />THIS DETAIL OCCURS WITH <br />DRYWALL INSTALLED ON ONE <br />SIDE OF WALL. <br />A <br />B <br />TRACK BLOCKING <br />(SIZE AND GAGE TO <br />MATCH STUD, TYP) <br />TRACK <br />BLOCKING <br />INVERTED <br />BEND SHOE IN OPPOSITE <br />DIRECTION ON ADJACENT <br />BLOCKING <br />BEND SHOE ON <br />TRACK BLOCKING <br />MIN 1 1/2" WITH <br />(2)#10 SMS EACH <br />SIDDE PER STUD <br />NOTE: <br />THIS DETAIL OCCURS WITH <br />DRYWALL INSTALLED ON ONE <br />SIDE OF WALL. <br />16GA CLIP TO BE ATTACHED <br />W/ (2)#10 SMS TO "CRC" <br />& (2)#10 SMS TO STUD <br />WHERE BRACING TERMINATES AT <br />BUILT-UP JAMB OR POST, EXTEND <br />"CRC INTO PUNCH-OUT. ATTACH <br />"CRC" TO JAMB OR POST WITH <br />16GA CLIP W/ (4)#10 SMS AT <br />PRE-PUNCHED HOLES <br />TYP LATERAL BRACING SPLICE USE: <br />(1) 12" LONG "CRC" INVERTED OVER <br />CENTER OF SPLICE W/(3) #10 SMS <br />ON EACH SIDE OF SPLICE <br />NOTES: <br />1. SIMPSON "SUBH" BRIDGING CONNECTORS MAY BE USED <br />AS ALTERNATES TO 16GA CLIPS AT STUDS. <br />16GA "CRC" (COLD ROLLED CHANNEL) <br />TO BE SPACED PER <br />TYPICAL JAMB <br />CORNER OR WALL <br />INTERSECTON <br />3 STUDS AT INTERSECTIONS <br />SAME SIZE AS ADJACENT <br />STUDS <br />INTERSECTION <br />CORNER <br />SMS @16" OC, <br />(TYP) <br />STUDS <br />PIPE OR CONDUIT <br />ANCHORS PER TYPICAL WALL <br />CONSTRUCTION DETAIL <br />BOTTOM <br />TRACK <br />TYP <br />6" MAX <br />ADDED <br />ANCHORS <br />EACH SIDE <br />(TYP) <br />SPLICE LOCATION <br />WHERE OCCURS <br />ELEVATION <br />W <br />NOTCH OR SPLICE PIPE OR CONDUIT PENETRATION <br />MAX <br />6" <br />PLAN <br />3" MAX <br />2" MIN <br />JAMB STUD <br />A <br />A <br />.ADDED ANCHORS <br />WHERE HOLE DIA IS <br />GREATER THAN W/3 <br />(2)#10 SMS @ 12" OC <br />TYP (4" FROM ENDS) <br />AWALL PERENDICULAR <br />SUB PURLINS <br />NOTES: <br />1. NO CONNECTIONS OF ARCHITECTURAL FINESHES TO TOP TRACK. <br />2. DO NOT CONNECT STUDS TO TOP TRACK. <br />3. SEE TYPICAL WALL STUD DETAIL FOR REMAINDER OF INFORMATION. <br />B <br />TYPICAL <br />BRIDGING PL 14 GA x 4 x 1'-2" <br />MIN @ 16" OC w/ # <br />12 SMS (TYP) <br />TYPICAL STUDS <br />PER WALL ARCH <br />WALL PARALLEL <br />TO SUB PURLINS <br />NESTED SLIP <br />TRACK <br />PER . <br />(3)#10 SMS @ 12" OC <br />TYP (4" FROM ENDS) <br />BLOCK BOTH SIDES <br />WHERE WALL <br />OCCUR DIRECTLY <br />UNDER EXISTING <br />SUB PURLIN <br />(3)#10 SMS OR SELF TAPPING <br />SHEET METAL SCREWS <br />@ EACH STUD <br />362S162-54 STUDS <br />@16" OC MAX <br />BACK-TO BACK <br />362S162-54 STUD <br />@16" OC MAX <br />600S162-54. DO NOT CUT <br />FLANGES BETWEEN <br />SUPPORTING STUDS <br />(MIN LENGTH OF 3 BAYS) <br />CUT T&B FLANGES <br />OF TRACK AT EACH <br />STUD (TYP) <br />TYPICAL CONDITION <br />} <br />} <br />FOR MAX UP/DOWN <br />LOAD = 200# PLF <br />FOR MAX UP/DOWN <br />LOAD = 400# PLF <br />(3)#10 SMS@ EACH STUD <br />362S162-54 STUDS <br />@16" OC MAX <br />LIGHT EQUIPMENT CONDITION <br />6" (MIN) x 54 MIL CONT PLATE <br />(MIN LENGTH OF 3 BAYS) <br />(USE FOR ITEMS WITH WEIGHT UP TO 20#) <br />PLAN DETAIL A <br />EXTEND BACKING ONE <br />STUD BAY BEYOND EDGE <br />OF ATTACHEMENT ON <br />EACH SIDE <br />NO PENETRATION <br />IN BACKING WHERE <br />ATTACHMENT <br />OCCURS <br />NOTES: <br />BACKING CONT AT ALL CABINETS, SHELVING, TRACKBOARDS, <br />CHALK-BOARDS, WALL AFFIXED EQUIPMENT, PLUS FURNISHINGS, <br />TOILET FIXTURES, COUNTERS, DRINKING FOUNTAINS, ETC. <br />(MIN LENGTH OF 3 BAYS) <br />EQUIPMENT <br />'L' <br />'H' <br />16GA DEEP <br />LEG TRACK #8 SMS EA SIDE <br />4"x20 GA CH STUD <br />*. <br />FULL HT WALL OR <br />HANGING WALL <br />WALL PERPENDICULAR TO SUB PURLINS <br />16GA LEG <br />TRACK #8 SMS EA SIDE <br />4"x20 GA CH STUD <br />*. <br />WALL PARALLEL TO SUB PURLINS <br />31/32"45/64" <br />*PROVIDE DIAG BRACE WHERE HANGING WALL OR NON FULL HT WALL <br />OCCURS SEE TYP <br />(3)#10 SMS @ 12" OC <br />TYP (4" FROM ENDS) <br />BLOCK BOTH SIDES WHERE WALL <br />OCCUR DIRECTLY UNDER <br />EXISTING SUB PURLIN <br />(2)#10 SMS @ 12" OC <br />TYP (4" FROM ENDS) <br />"H" <br />1 1/2"x 1 1/2"x 16 GA ANGLE W/ <br />#10 SMS EACH LEG TO <br />FRAMING TYP <br />1 1/2"x 1 1/2"x 16 GA ANGLE W/ <br />#10 SMS EACH STUD/JOIST AT <br />OUTSIDE CORNERS OF <br />OVERLAPPED FRAMING TYP <br />24" MAX WHERE COVE LIGHT CONDITION <br />OCCURS PER ARCH EXTEND HORIZ <br />STUD AS SHOWN TYP ALL CASES <br />THIS DETAIL <br />PROVIDE 4x BLOCKING <br />OMIT HORIZONTAL STUD WHERE DROP <br />CEILING OCCURS BOTH SIDE <br />OMIT HORIZONTAL <br />STUD WHERE DROP <br />CEILING OCCURS <br />BOTH SIDE <br />CELING WHERE OCCURS <br />PER ARCH <br />CELING WHERE OCCURS <br />PER ARCH <br />12 <br />S1.3 <br />(4)#8Øx1 1/2" WOOD <br />SCREWS <br />METAL STUD BRACE <br />PERPENDICUALAR TO SUB PURLIN PARALLEL TO SUB PURLIN <br />SIMPSON A35 EACH SIDE W/ <br />#6x1/2" PAN HEAD SCREWS <br />TO PLYWOOD <br />(E) SUB PURLIN <br />4x BLKG W/SIMPSON FACEMOUNT <br />HANGER EACH END <br />(E) SUB PURLIN <br />(E) SHEATHING <br />(4)#8Øx1 1/2" WOOD <br />SCREWS <br />METAL STUD BRACE <br />(E) SHEATHING <br />No. 6250 <br />FFOHSIB <br />RYAN W. <br />REGISTEREDPROFESSIONALENGINEER <br />STRUCTURALSTATEOFCALIFORNIA <br />DATE: <br />FOR BRANDOW & JOHNSTON <br />STRUCTURAL+CIVIL ENGINEERS (B&J HBK, INC.) <br />3300 IRVINE AVE. SUITE 245 <br />NEWPORT BEACH, CALIFORNIA 92660 <br />T:(949)862-8500 WWW.BJSCE.COM <br />JOB#: <br />1 <br />7 <br /> <br />8 <br /> <br />8 <br /> <br />0 <br /> <br /> <br />S <br /> <br />k <br /> <br />y <br /> <br /> <br />P <br /> <br />a <br /> <br />r <br /> <br />k <br /> <br /> <br />C <br /> <br />i <br /> <br />r <br /> <br />c <br /> <br />l <br /> <br />e <br /> <br />, <br /> <br /> <br />S <br /> <br />u <br /> <br />i <br /> <br />t <br /> <br />e <br /> <br />2 <br /> <br />3 <br /> <br />0 <br /> <br /> <br />- <br />I <br />r <br /> <br />v <br /> <br />i <br /> <br />n <br /> <br />e <br /> <br />, <br /> <br /> <br />C <br /> <br />A <br /> <br /> <br />9 <br /> <br />2 <br /> <br />6 <br /> <br />1 <br /> <br />4 <br />t <br /> <br />e <br /> <br /> <br />l <br /> <br /> <br /> <br />9 <br /> <br /> <br />4 <br /> <br /> <br />9 <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />5 <br /> <br /> <br />5 <br /> <br /> <br />3 <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />8 <br /> <br /> <br />9 <br /> <br /> <br />0 <br /> <br /> <br />0 <br />a <br />r <br /> <br />c <br /> <br />h <br /> <br />i <br /> <br />t <br /> <br />e <br /> <br />c <br /> <br />t <br /> <br />u <br /> <br />r <br /> <br />e <br /> <br />i <br /> <br />n <br /> <br />t <br /> <br />e <br /> <br />r <br /> <br />i <br /> <br />o <br /> <br />r <br /> <br /> <br />d <br /> <br />e <br /> <br />s <br /> <br />i <br /> <br />g <br /> <br />n <br />p <br />l <br /> <br />a <br /> <br />n <br /> <br />n <br /> <br />i <br /> <br />n <br /> <br />g <br />DA <br />I <br />M <br />L <br />E <br />R <br /> <br />A <br />C <br />P <br />L <br />30 <br />0 <br />9 <br /> <br />D <br />A <br />I <br />M <br />L <br />E <br />R <br /> <br />S <br />T <br />SA <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 />9 <br />5 <br />S1.3 <br />STEEL STUD DETAILS <br />07/23/24 <br />SCALE: 1 1/2" = 1'-0"S1.3 <br />TYPICAL JAMB CONNECTION 4 <br />DETAIL ID: CS-MISC-04 <br />SCALE: 1 1/2" = 1'-0"S1.3 <br />STUD BLOCKING DETAIL 2 <br />DETAIL ID: CS-STUD-12A <br />SCALE: 1 1/2" = 1'-0"S1.3 <br />TYPICAL CONTINUOUS WALL BRIDGING (DRYWALL ONE SIDE)10 <br />DETAIL ID: CS-STUD-13 <br />SCALE: 1 1/2" = 1'-0"S1.3 <br />TYPICAL CORNERS AND INTERSCTIONS 5 <br />DETAIL ID: CS-STUD-07 <br />SCALE: 1" = 1'-0"S1.3 <br />TYPICAL BOTTOM TRACK CONSTRUCTION 1 <br />DETAIL ID: CS-STUD-08 <br />SCALE: 1" = 1'-0"S1.3 <br />TYPICAL INTERIOR METAL STUD TO DECK CONNECTION 9 <br />DETAIL ID: CS-STUD-10 <br />SCALE: 1 1/2" = 1'-0"S1.3 <br />TYPICAL EQUIPMENT BACKING 14 <br />DETAIL ID: CS-STUD-11 <br />SCALE: 1" = 1'-0"S1.3 <br />TYPICAL HANGING SOFFIT DETAILS 11 <br />DETAIL ID: CS-XSTUD-14 NO. REMARKS DATE <br />60% COMPLETE SET 05/28/24 <br />90% COMPLETE SET 07/12/24 <br />ISSUE FOR BID 07/16/24 <br />CITY SUBMITTAL 07/23/24 <br />SCALE: 1" = 1'-0"S1.3 <br />METAL STUD BRACING CONNECTION DETAIL 12 <br />3009 S Daimler St <br />11/18/2024