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TYPICAL <br />JAMB STUDS 6" <br /> <br />M <br />A <br />X <br />OPEN <br />OPEN <br />CONTINUOUS <br />BRIDGING <br />TYPICAL <br />BRIDGING DETAIL <br />CONTINUOUS <br />BRIDGING @ 4'-0" <br />MAX TYP <br />STUD SIZE <br />PER PLAN <br />AND <br />SCHEDULE <br />NOTES: <br />1. USE 16 GA STUDS MINIMUM WHERE EQUIPMENTS, CABINETS, ELECTRICAL PANELS, ETC. <br /> REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR <br /> LOCATIONS. <br />2. ALL STUDS ARE 16" OC UNLESS NOTED OTHERWISE. <br />3. WHERE WALLS HAVE CABINETS/CASEWORK ON BOTH SIDES, <br /> USE SPACING 12" OC WHERE 16" OC CALLED OUT. <br />4. BOTTOM TRACK SIZE AND GAGE TO MATCH WALL STUDS. <br />5. AT FULL HT TRACK FOR TYPE "C" JAMB, STOP TRACK 2" FROM FLOOR AND TOP TRACK TO AVOID <br />INTERFERENCE WITH SILL AND TOP TRACKS. <br />6. REFER TO ARCHITECTURAL SPECIFICATIONS AND DRAWINGS FOR WALL THICKNESSES. <br />7. CONTRACTOR MAY USE PRO-X HEADERS (IAPMO REPORT # 0286) AT INTERIOR NON-LOAD BEARING <br />CONDITIONS IN LIEU OF THIS DETAIL. FOLLOW ALL REQUIREMENTS AND ATTACH TO JAMB STUDS PER ICC <br />REPORT. <br />OH <br />TYP <br />TYP <br />WALL TYPE SIZE & SPACING Fy (ksi) MAX HT <br />4-LAYERS OF 5/8" <br />GYP TOTAL <br />3-LAYERS OF 5/8" <br />GYP TOTAL <br />2-LAYERS OF 5/8" <br />GYP TOTAL <br />1-LAYER OF 5/8" <br />GYP TOTAL (1) <br />600S200-54@24" OC <br />600S162-43@16" OC <br />400S250-54@12" OC <br />600S162-54@24" OC <br />600S162-43@16" OC <br />400S200-54@12" OC <br />400S162-54@24" OC <br />362S162-33@16" OC <br />362S162-33@12" OC <br />362S162-33@16" OC <br />362S162-33@24" OC <br />50 <br />33 <br />50 <br />50 <br />33 <br />50 <br />50 <br />50 <br />33 <br />33 <br />50 <br />15'-0" <br />INTERIOR METAL STUD WALL ELEVATION <br />BOTTOM TRACK FASTENER SCHEDULE <br />INTERIOR PARTITIONS <br />TYPICALLY <br />0.145" DIA POWDER DRIVEN PINS <br />@ 32" OC OR 3/8" DIA ANCHORS <br />INTERIOR PARTITIONS <br />ADJACENT TO DEPRESSIONS <br />OR CURBS <br />3/8" DIA ANCHORS @ 48" OC <br />15'-0" <br />15'-0" <br />15'-0" <br />15'-0" <br />15'-0" <br />15'-0" <br />15'-0" <br />15'-0" <br />15'-0" <br />15'-0" <br />TOP TRACK <br />FULL HEIGHT <br />TOP TRACK <br />PARTIAL HEIGHT <br />BOTTOM TRACK <br />ANCHORAGE <br />SCHEDULE <br />B <br />A <br />C <br />A <br />TABLE NOTES: <br />1. WALL BRIDGING REQUIRED PER TYPICAL WALL BRIDGING DETAIL. <br />PUNCHOUT NO CLOSER <br />THAN DEPTH OF HEADER <br />TO CONNECTION (TYP) <br />C <br />D <br />MAX HEIGHT <br />(SEE NOTE 4) <br />MAXIMUM <br />OPENING WIDTH TYPE <br />JAMB SIZE <br />22'-0" OR LESS <br />INTERIOR WALL OPENING SCHEDULE SCHEDULE <br />A14'-0" <br />6'-0" <br />8'-0" <br />10'-0" <br />A2 <br />A2 <br />A3 <br />STUD SIZE <br />TRACK SIZE <br />600S162-54 <br />NONE <br />TYPE <br />SILL SIZE <br />B1 <br />B1 <br />B1 <br />NA <br />STUD SIZE <br />TRACK SIZE <br />NONE <br />600T125-43 <br />TYPE <br />HEADER SIZE <br />C2 <br />C3 <br />C3 <br />C3 <br />STUD SIZE <br />TRACK SIZE <br />600S200-54 <br />(2) 600T200-43 <br />(2)600S162-43 <br />NONE 600T125-43 <br />NONE <br />(2)600S182-54 <br />NONE <br />NONE <br />600T125-43 <br />600T200-54 600T200-54 <br />600T200-54 600T200-54 <br />600T200-54 600T200-54 <br />600T200-54 600T200-54 <br />600T200-43 600T200-43 <br />600T200-54 600T200-54 <br />600T200-54 600T200-54 <br />600T200-43 600T200-43 <br />600T200-43 600T200-43 <br />600T200-43 600T200-43 <br />600T200-43 600T200-43 <br />JAMB ANCHOR NOTES <br />(2) 0.157Ø PSG W/3/4" EMBED OR <br />(1) 3/8"Ø POST INSTALLED <br />ANCHORS <br />(2) 0.157Ø PSG W/3/4" EMBED OR <br />(1) 3/8"Ø POST INSTALLED <br />ANCHORS <br />(2) 0.157Ø PSG W/3/4" EMBED OR <br />(1) 3/8"Ø POST INSTALLED <br />ANCHORS <br />(2) 0.157Ø PSG W/3/4" EMBED OR <br />(1) 3/8"Ø POST INSTALLED <br />ANCHORS <br />ONLY AT ROLL-UP <br />DOORS <br />22'-0" OR LESS <br />22'-0" OR LESS <br />22'-0" OR LESS <br />(3)600S182-68 <br />NONE <br />N/A <br />N/A <br />(2) 600T162-43 <br />(2) 600T200-43 <br />(2) 600T162-43 <br />(2) 600T200-43 <br />(2) 1000S162-54 <br />(2) 600T200-43 <br />TYPETYPETYPE <br />UNPUNCHED <br />JAMB STUD <br />PARTIAL HEIGHT <br />STUD TRACK <br />PER SCHEDULE <br />UNPUNCHED <br />JAMB STUDS <br />UNPUNCHED <br />JAMB STUDS <br />1 2 3 <br />INTERIOR JAMB STUD CONFIGURATION <br />FULL HEIGHT <br />STUD TRACK <br />PER SCHEDULE <br />A <br />TYPE <br />BACK-TO-BACK JAMB <br />STUDS PER DETAIL <br />6" LONG SECTION OF STUD ATTACHED <br />TO JAMB W/ (4)#10 SMS <br />WHERE FULL HEIGHT TRACK DOES NOT <br />OCCUR AT OPENING SIDE, CAP OPENING <br />SIDE OF JAMB WITH A SECTION OF TRACK. <br />EXTEND TRACK 12" PAST TOP AND BOTTOM <br />OF OPENING ATTACH TO JAMB W/ (1)#10 <br />SMS@16"OC IN EACH LEG. <br />SILL TRACK <br />TYPE <br />ISOMETRIC SILL TO JAMB <br />1 2 &3 <br />B <br />(2)#10 SMS@16" OC <br />(2)#10 SMS@16" OC <br />HEAD AS <br />REQUIRED <br />L1 1/2x1 1/2x 14 GA <br />STUD DEPTH W/ (2)#10 SMS <br />EACH LEG <br />FULL HEIGHT <br />JAMB STUDS <br />1TYPE <br />#10 SMS AT <br />EACH FLANGE <br />OF STUD <br />ATTACH EACH TRACK <br />TO STUD USING <br />(2)#10 SMS@16"OC <br />6" LONG SECTION OF STUD <br />ATTACHED TO JAMB <br />W/ (4)#10 SMS <br />CRIPPLE STUDS <br />#10 SCREW <br />TYP EACH FLANGE <br />HEADER PER <br />SCHEDULE <br />EQUAL1/2" <br />1/2" <br />3/4" <br />L1 1/2x1 1/2x14GA xSTUD DEPTH <br />W/ (3)#10 SMS EACH LEG <br />FULL HEIGHT JAMB STUDS <br />WHERE FULL HEIGHT TRACK <br />DOES NOT OCCUR AT OPENING <br />SIDE, CAP OPENING SIDE OF JAMB <br />WITH A SECTION OF TRACK. <br />EXTEND TRACK 12" PAST TOP AND <br />BOTTOM OF OPENING ATTACH TO <br />JAMB W/ (1)#10 SMS @12"OC IN <br />EACH LEG <br />ISOMETRIC HEADER TO JAMB <br />2TYPE <br />#10 SMS EACH <br />FLANGE <br />C <br />3/4" <br />1/2" <br />1/2" <br />EQUAL <br />(1)#10 SMS <br />(TYP) EACH FLANGE <br />HEADER PER <br />SCHEDULE <br />(2)#10 SMS <br />@8"OC <br />CRIPPLE STUDS <br />18GA MIN TRACK <br />W/ (3)#10 SMS EACH <br />FLANGE TO HEADER, AND <br />(6)#10 SMS FROM WEB TO <br />JAMB STUD <br />FULL HEIGHT JAMB STUDS <br />WHERE FULL HEIGHT TRACK DOES <br />NOT OCCUR AT OPENING SIDE, CAP <br />OPENING SIDE OF JAMB WITH A <br />SECTION OF TRACK. <br />EXTEND TRACK 12" PAST TOP AND <br />BOTTOM OF OPENING ATTACH TO <br />JAMB W/(1)#10 SMS@16"OC <br />IN EACH LEG <br />L1 1/2x1 1/2x14GA xSTUD DEPTH <br />W/ (3)#10 SMS EACH LEG <br />TOP AND BOTTOM 3TYPE <br />#10 SMS@8"OC <br />TOP TRACK CONFIGURATION <br />CL <br />R <br />3/ <br />4 <br />" <br />STRUCTURE <br />ABOVE <br />MA <br />X <br />12 <br />" <br />TYPICAL <br />BRIDGING <br />TOP TRACK <br />PER SCHEDULE <br />WALL STUDS <br />PER SCHEDULE <br />NOTES: <br />1. NO CONNECTIONS OF ARCHITECTURAL FINISHES TO TOP TRACK. <br />2. DO NOT CONNECT STUDS TO TOP TRACK. <br />D <br />SPAN <br />(2)#10 SMS <br />EACH STUD <br />CONT. 16 GA TRACK <br />ATTACH DIRECTLY <br />TO STUD <br />#10 SMS EACH <br />LEG EACH <br />JOIST <br />CONT 150450-54 <br />BRIDGING WITH <br />#10 SMS AT EACH <br />JOIST SEE <br />SCHEDULE <br />JOIST PER <br />SCHEDULE <br />(3) #10 SMS <br />TYPICAL ALTERNATE <br />CEILING JOIST <br />PER PLAN <br />1 TO 2 LAYERS BOARD <br />(2 - 5/8" MAX)STUDS <br />(3)#10 SMS SMS <br />EACH STUD <br />(2)#10 SMS BLOCKING <br />PER <br />METAL STUD <br />PER PLANXXXT150-54 CONT <br />TRACK W/ #10 SMS <br />EACH SIDE <br />ATTACHMENT TO TYP <br />BOARD WALL <br />JOIST CONTINUOUS <br />OVER TOP OF WALL <br />B <br />C <br />D <br />(2)#10 SMS CONT RIM JOIST <br />METAL STUD <br />PER PLAN <br />XXXT150-54 CONT <br />TRACK W/ #10 SMS <br />EACH SIDE <br />END BEARING <br />CONDITION AT TOP OF <br />WALL <br />E <br />CEILING JOIST SCHEDULE <br />SECTION <br />12 <br />UNSUPPORTED MIDSPAN <br />JOIST SPACING JOIST SPACING <br />(in) ON CENTER (in) ON CENTER <br />16 12 16 <br />Fy (ksi) <br />362S162-33 33 <br />TABLE NOTE; <br />1. ONE LAYER OF 5/8" GYP BOARD WEIGHS 2.5 PSF <br />2. CONFIRM ALLOWABLE SPANS FOR FINISHES WITH ARCHITECT <br />A <br />9'-0" 8'-3" 12'-6" 11'-3" <br />400S162-33 33 10'-0" 9'-0" 13'-0" 12'-0" <br />600S162-33 33 16'-0" 14'-0" 18'-0" 16'-6" <br />INTERIOR STUD PER TYP <br />INTERIOR METAL STUD WALL <br />CONSTRUCTION DETAIL <br />ELEVATED DECK OR <br />SLAB ON GRADE- SEE <br />PLAN <br />3/8" DIA x 2" EMBED @ 4'-0" OC <br />PER TYPICAL POST INSTALLED <br />ANCHOR INTO CONCRETE <br />FILLED DETAIL <br />CURB CONDITION <br />NO CURB CONDITION <br />2 3/4" <br />9" <br /> <br />M <br />A <br />X <br />INTERIOR STUD PER TYP <br />INTERIOR METAL STUD WALL <br />CONSTRUCTION DETAIL <br />CURB AND REINFORCING PER <br />TYP CONCRETE PAD AND CURB <br />ON METAL DECK DETAIL <br />NOTE: <br />EMBEDMENT OF ANCHOR FOR <br />TRACK MEASURED FROM <br />BOTTOM OF CURB, NOT TOP <br />OF CURB <br />6" MIN <br />ELEVATED DECK OR SLAB <br />ON GRADE - SEE PLAN <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 />S1.2 <br />STEEL STUD DETAILS <br />07/23/24 <br />SCALE: 1/2" = 1'-0"S1.2 <br />TYPICAL INTERIOR METAL STUD WALL CONSTRUCTION 4 <br />DETAIL ID: CS-ISTUD-01 <br />SCALE: 1" = 1'-0"S1.2 <br />TYPICAL CEILING JOIST CONNECTION DETAIL 15 <br />DETAIL ID: CS-STUD-23 <br />SCALE: 1" = 1'-0"S1.2 <br />TYPICAL METAL STUD ANCHORAGE DETAIL 16 <br />DETAIL ID: CS-STUD-21 <br />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 />3009 S Daimler St <br />11/18/2024