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CRIPPLE STUD <br />INFILL STUD <br />HEADER TRACK <br />JAMB STUDS <br />FASTENER <br />NON-LOAD BEARING SINGLE TRACK HEADER <br />AT DOOR <br />CRIPPLE STUD <br />INFILL STUD <br />HEADER TRACK <br />JAMB STUDS <br />FASTENER <br />LOAD BEARING BOX HEADER AT DOOR <br />ANGLE <br />CRIPPLE STUD <br />INFILL STUD <br />JAMB STUDS <br />FASTENER <br />LOAD BEARING BACK TO BACK HEADER AT <br />DOOR <br />ANGLE <br />HEADER MEMBERS <br />HEADER TRACK <br />HEADER MEMBERS <br />++ <br />++ <br />++ <br />1 <br />(MIN.)1 <br />1 <br />1(MIN.) <br />OPENING WIDTH <br />HEADER SCHEDULE <br />2 - 12" x 18 GA. <br />HEADER SIZE <br />2 - 3-5/8" x 20 GA. <br />2 - 10" x 20 GA. <br />2 - 8" x 20 GA. <br />15-1" TO 20'-0" <br />0 TO 5'-0" <br />NOTES: <br />10'-1" TO 15'-0" <br />5'-1" TO 10'-0" <br />1.HEADERS SHALL BE UNPUNCHED AND <br />OF THE SIZE AND GAUGE LISTED. <br />2.PROVIDE BRACES TO STRUCTURE <br />FOR OPENINGS OVER 15'-0" <br />3.HEADERS SHALL BE FILLED WITH <br />SOUND DEADENING INSULATION <br />MATERIAL. <br />4.SEE STRUCTURAL DRAWINGS FOR <br />HEADER CONSTRUCTION AT EXTERIOR <br />STUD WALLS. <br />JOIST OR BEAM - SEE <br />STRUCTURAL DRAWINGS <br />SEE STRUCTURAL DETAILS <br />FOR RATED AND NON-RATED <br />CONNECTION TO STRUCTURE <br />GYPSUM BOARD NOT SHOWN <br />FOR CLARITY <br />ATTACH METAL STUDS TO <br />STEEL ANGLE WITH (2) #10 <br />SELF-TAPPING SCREWS <br />4" X 4" X 12 GA. X 4" LONG <br />STEEL ANGLE WITH POWDER <br />ACTUATED FASTENER (2 <br />PINS) AT EACH BRACE. <br />3-5/8" X 20 GA. BRACE AT <br />4'-0" <br />O.C. PROVIDE 2 #10 AT <br />EACH <br />BRACE <br />METAL STUD-SEE HEADER <br />SCHEDULE FOR SIZE <br /># 10 SELF-TAPPING SCREWS <br />AT 16" O.C. EACH SIDE - TOP <br />AND BOTTOM <br />METAL CRIPPLE STUDS <br />METAL RECEIVER CHANNELS <br />7/8" <br />1/2" MAX. <br />MINERAL WOOL INSULATION <br />COMPRESSED TO FILL <br />OPENING <br />TYPE X GWB (TYP) <br />CONTROL JOINT TRIM, BOTH SIDES <br />2 STUDS ON EACH SIDE AT DOOR AND <br />WINDOW OPENINGS FOR ALL PARTITION <br />WALLS <br />WA <br />L <br />L <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />- <br /> <br />S <br />E <br />E <br /> <br />N <br />O <br />N <br />- <br />B <br />E <br />A <br />R <br />I <br />N <br />G <br /> <br />I <br />N <br />T <br />E <br />R <br />I <br />O <br />R <br /> <br />W <br />A <br />L <br />L <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />T <br />A <br />B <br />L <br />E <br />OPENING WIDTH <br />OPENING WIDTHCONTINUOUS FLOOR RUNNER <br />CONTINUOUS CEILING <br />RUNNER WITH SLIP <br />TYPE JOINT <br />BRIDGING <br />3-5/8" X 25 GAUGE <br />3-5/8" X 20 GAUGE <br />6" X 20 GAUGE <br />8" X 20 GAUGE <br />13'-8" 12'-5"10'-10"350S125-18 <br />STUD SIZE 12 16 24 <br />SPACING IN INCHES <br />MAXIMUM HEIGHT DESIGN <br />BASED ON <br />SSMA SIZE <br />362S137-33 <br />6000S137-33 <br />8000S137-33 <br />NON-BEARING INTERIOR WALL FRAMING TABLE <br />(SSMA - STEEL STUD MANUFACTURER'S ASSOCIATION) <br />18'-5" 16'-9" 14'-7" <br />27'-5"24'-11"21'-9" <br />34'-8" 31'-6" 27'-6" <br />AT <br />SOUND <br />WALLS <br />12 <br />A-4.20 <br />13 <br />A-4.20 <br />12 <br />A-4.20 <br />13 <br />A-4.20 <br />(3) MECHANICAL <br />FASTENERS @ EA. <br />STUD <br />MIN. 6" x 16 MSG <br />UNPUNCHED BACKING <br />TRACK - DO NOT CUT <br />FLANGES BETWEEN <br />SUPPORTING STUDS <br />PARTITION <br />STUDS @ 16" <br />O.C. MAX. <br />END CONDITION <br />CUT TOP & BOTTOM <br />FLANGES OF TRACK @ <br />EA. STUD, TYP. <br />EXTEND BLOCKING TO NEXT <br />STUD <br />TYP. <br />MIN <br />.3/4" <br />MIN. <br />3/8" <br />MIN. <br />3/8" <br />(3) MECHANICAL FASTENERS AT <br />EACH END OF BACKING TRACK AT <br />EACH STUD <br />MAX. LOAD TO <br />BACKING PLATE <br />80 LBS. MAX <br />80 <br /> <br />L <br />B <br />S <br />. <br /> <br />MA <br />X <br />. <br /> <br />INTERMEDIATE <br />CONDITION <br />SPLICE <br />CONDITION <br />MAX. LOAD <br />TO STUD <br />CENTER OF <br />GRAVITY <br />CABINET OR <br />EQUIPMENT <br />SECTION <br />STUD PER <br />PARTITION <br />TYPE <br />BACKING <br />TRACK, TYP. <br />CABINET OR <br />EQUIPMENT <br />PLAN <br />EXTEND BACKING TRACK 1 <br />STUD BAY BEYOND EDGE <br />OF CABINET OR <br />EQUIPMENT <br />NOTES <br />1. DETAIL 'A' MAY BE USED FOR CABINET OR EQUIPMENT <br />ATTACHMENT DISTRIBUTING LOADS LESS THAN 80 <br />LBS PER STUD <br />2. DETAIL 'B' MAY BE USED FOR CABINET OR EQUIPMENT <br />ATTACHMENT DISTRIBUTING LOADS 20 LBS OR LESS <br />PER STUD. <br />3. NOTCHING OR CUTTING OF BACKING PLATE IS NOT <br />PERMITTED EXCEPT AS SHOWN <br />(3) MECHANICAL <br />FASTENERS @ EA. <br />STUD <br />MIN. 6" x 16 MSG PLATE <br />ACROSS (3) STUDS MIN. <br />AND TO THE NEXT STUD <br />PAST THE ENDS OF THE <br />SUPPORTED CABINET OR <br />EQUIPMENT <br />PARTITION STUDS <br />@ 16" O.C. MAX. <br />END CONDITION <br />EXTEND BACKING PLATE <br />TO NEXT STUD <br />(3) MECHANICAL FASTENERS AT <br />EACH END OF BACKING PLATE <br />AT EACH STUD <br />MAX. LOAD TO <br />BACKING PLATE <br />20 LBS. MAX <br />20 <br /> <br />L <br />B <br />S <br />. <br /> <br />MA <br />X <br />. <br /> <br />INTERMEDIATE <br />CONDITION <br />SPLICE <br />CONDITION <br />B <br />BACKING PLATE <br />A <br />BACKING STUD <br />TYP. <br />1 1/2" MIN. <br />GAP <br />1/4" <br />MIN. <br />WE USE THIS APPLICATION WHERE BACKING IS <br />NEEDED SUCH AS <br />-GRAB BARS AT RESTROOMS <br />-BACKING FOR WALL MOUNT SINKS AND URINALS <br />-NO BACKING IS INSTALL FOR UPPER CABINETS <br />UNLESS IS RQUESTED FOR <br />ELEVATION <br />'L' MAX. = 12'-0" <br />STUDS PER <br />PARTITION <br />TYPE <br />MECHANICAL <br />FASTENERS EACH <br />SIDE @ EA. STUD LINE OF CEILING <br />BRACE <br />MECHANICAL <br />FASTENERS - HILTI <br />"BK-VTZ" (ICC ESR <br />3904) OR APPROVED <br />EQ. <br />ALTERNATE <br />BRACE <br />LOCATION <br />BRACE CONNECTION <br />TO TOP TRACK PER <br />PLAN <br />CUT FLANGES & <br />BEND WEB <br />BACK <br />EDGE DISTANCE TO <br />END OF BRACE <br />1/4" MAX. GAP FROM <br />END OF BRACE TO <br />TRACK <br />LINE OF <br />STRUCTUR <br />E <br />BRACE TO STRUCTURE <br />CONNECTION TYPE PER <br />05/A7.21 AND 06/A7.21 <br />PLAN <br />1' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />3" <br />3" <br />MI <br />N <br />1" <br />MI <br />N1" <br />MIN <br />1" <br />MIN <br />1" <br />MECHANICAL <br />FASTENERS EACH <br />SIDE OF SPLICE <br />CUT BRACE <br />FLANGE & BEND <br />WEB <br />TOP TRACK <br />SPLICE <br />BRACE <br />ATTACHMENT TO <br />TOP TRACK <br />18 MSG TOP TRACK <br />NESTED TRACK OF <br />SAME GA. FOR <br />SPLICING <br />NOTES <br />DETAIL 'A' TO BE USED FOR: <br />1. PARTITIONS WITHOUT ATTACHMENTS; OR <br />2. PARTITIONS SUPPORTING CABINETS OR EQUIPMENT ON ONE OR BOTH SIDES, DISTRIBUTING UP TO 50 LBS. TOTAL VERTICAL LOAD PER STUD (37 PLF), CENTER OF GRAVITY LESS THAN 6" FROM FACE OF <br />STUD <br />DETAIL 'B' TO BE USED FOR: <br />1. PARTITIONS SUPPORTING OVERHEAD AND/OR BASE CABINETS OR EQUIPMENT ON ONE OR BOTH SIDES, DISTRIBUTING UP TO 152 LBS. TOTAL VERTICAL LOAD PER STUD (114 PLF), CENTER OF GRAVITY <br />WITHIN 6" OF FACE OF STUD; OR <br />2. PARTITIONS SUPPORTING FULL HEIGHT CABINETS OR EQUIPMENT ON ONE OR BOTH SIDES, DISTRIBUTING UP TO 380 LBS. TOTAL VERTICAL LOAD PER STUD (285 PLF), CENTER OF GRAVITY WITHIN 6" OF <br />FACE OF STUD. <br />A <br />ELEVATION <br />LINE OF CEILING <br />BRACE <br />MECHANICAL <br />FASTENERS ALTERNATE <br />BRACE LOCATION <br />BRACE TO <br />STRUCTURE <br />CONNECTION TYPE <br />PER 05/A7.21 AND <br />06/A7.21 <br />SECTION <br />AT BRACE <br />B <br />30° -60° <br />MECHANICAL <br />FASTENER EACH SIDE <br />@ EA. STUD <br />'L' MA <br />X <br />. <br /> <br />= <br /> <br />1 <br />2 <br />' <br />- <br />0 <br />" <br />16 MSG TOP <br />TRACK <br />MECHANICAL <br />FASTENERS <br />BACK TO BACK STUDS <br />SIDE ELEVATION <br />16 MSG TOP <br />TRACK <br />PARTITION <br />STUD @ 16" O.C. <br />PER PARTITION <br />TYPE <br />FASTENER <br />BRACE <br />ADDITIONAL <br />PARTITION STUD <br />STUDS PER <br />PARTITION <br />TYPE <br />3/ <br />4 <br />" <br /> <br />M <br />I <br />N <br />. <br />1" = 1'-0"3 <br />TYPICAL DOOR OPENING FOR LIGHT <br />GAUGE FRAMING THESE PLANS ARE FOR REVIEW ONLY AND NOT FOR CONSTRUCTION UNLESS THEY <br />INCLUDE THE STAMP AND SIGNATURE OF ARCHITECT/ENGINEER AND THE <br />APPROVAL OF THE APPROPRIATE GOVERNMENT AGENCY <br />C-38176 <br />MARC A. <br />ABDELSAYED <br />RENEWAL <br />DATE <br />LICENSED A RCHITECT <br />STATE OF C ALIFORNIA <br />07/31/2025 <br />Scale <br />Date <br />Drawn By <br />Checked By <br />Project Number <br />REVISIONS <br />JOB SITE: <br />PLAN: <br />PHONE: <br />PLAN CHECK / JOB NO. <br />50 S De Lacey Ave. Unit #210 <br />Pasadena, CA 91105 <br />(760) 673-6837 <br />(760) 673-2550 <br />info@369architects.com <br />As indicated <br />4/ <br />9 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />3 <br />: <br />2 <br />5 <br />: <br />0 <br />7 <br /> <br />P <br />M <br />TYP. STUD WALL <br />FRAMING DETAILS <br />1414 W EDINGER AVE, SANTA <br />ANA, CA 92704 <br />CA <br />N <br />A <br />M <br /> <br />D <br />E <br />N <br />T <br />A <br />L <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />Checker <br />J.F. <br />03/27/25 <br />24001 <br />1" = 1'-0"6 TYPICAL PARTITION HEADER <br />3" = 1'-0"5 CONTROL JOINT - 1HR WALL <br />1/4" = 1'-0"2 <br />NON-LOAD BEARING INTERIOR WALL <br />FRAMING AND SCHEDULE <br />1 1/2" = 1'-0"1 <br />TYPICAL BACKING AT STEEL STUD <br />PARTITIONS <br />1 1/2" = 1'-0"4 <br />TYPICAL CEILING-HEIGHT PARTITION <br />BRACING <br />No. Description Date <br />1 PLAN CHECK 1 02/06/25