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ROOF OR FLR. <br />S.O.G. OR FLR. <br />(1 <br />5 <br />' <br />- <br />9 <br />" <br /> <br />@ <br /> <br />G <br />R <br />O <br />U <br />N <br />D <br /> <br />F <br />L <br />O <br />O <br />R <br />) <br />15 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />AN <br />D <br /> <br />B <br />O <br />T <br />. <br /> <br />O <br />F <br /> <br />W <br />A <br />L <br />L <br />4' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br /> <br />T <br />O <br />P <br />adjacent <br />opng. <br />adjacent <br />opng. <br />window <br />opng. <br />opng.opng. <br />door <br />opng. <br />INFILL AT RATED WALLS <br />MATCH STUD SIZE AND SPACING <br />JAMB STUD AT <br />ADJACENT OPNG. <br />'L''L''L' FOR HDR/SILL 'L' FOR HDR/SILL <br />'L' FOR JAMB BTWN ADJACENT OPNG. <br />BOTTOM TRACK PER 09/A801 TYP. <br />HEADER PER 07/A802 TYP. <br />JAMBS PER 18/A801 TYP. <br />SILL PER 17/A802 TYP. <br />BRIDGING @ 4'-0" O.C. <br />VERT. WHEN SHEATHING <br />DOES NOT OCCUR ON <br />BOTH SIDES OF STUDS - <br />SEE BRIDGING DETAILS <br />09/A802 OR 14/A802. <br />NOTE: UNLESS OTHERWISE NOTED, <br />TYPICAL WALL FRAMING IS 4" x 33 mil <br />(20ga.), SPACED @ 16" O.C. <br />typ. <br />typ. <br />typ. <br />typ. <br />A802 <br />07 <br />A802 <br />07 <br />A802 <br />17 <br />A802 <br />04 <br />A802 <br />04 <br />A801 <br />12 <br />ROOF OR FLR. <br />S.O.G. OR FLR. <br />(7 <br />' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />, <br /> <br />1 <br />2 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />) <br />H window <br />opng.door <br />opng. <br />PROVIDE DIAGONAL BRACING WHERE TOP TRACK, PER <br />EXCEEDS MAX. SPAC BETWEEN INTERSECTING WALLS OR <br />AT ENDS OF FREESTANDING WALLS PER 10/A801 <br />'L''L' <br />BOTTOM TRACK PER <br />09/A801 TYP. <br />HEADER PER 07/A802 <br />JAMBS PER 18/A801 <br />BRIDGING @ MIDSPAN <br />WHEN SHEATHING DOES <br />NOT OCCUR ON BOTH <br />SIDES OF STUDS - SEE <br />BRIDGING DETAILS <br />09/A802 OR 14/A802. <br />*SOLID WALL PIER WIDTH LENGTH <br />L > H / 2 SHALL OCCUR AT <br />WA <br />L <br />L <br />REF. RCP <br />CLNG. LINE <br />WALLPIER <br />LEAST ONCE PER 20'-0" LENGTH OF <br />WALL <br />L <br />*SOLID WALL PIER <br />PIER <br />1/2" MIN. GYPSUM <br />BOARD SHEATHING WITH <br />#8 SMS @ 4" AT PANEL <br />EDGES AND 8" AT FIELD <br />SLAB ON GRADE OR SLAB <br />ON METAL DECK <br />STRUCTURAL SLAB ON DECK <br />SILL PER 17/A802 TYP. <br />HEADER PER 07/A802 TYP. <br />TOP TRACK PER 04/A801 <br />JAMBS PER 18/A800, TYP. <br />typ. <br />typ. <br />typ.typ. <br />A802 <br />07 <br />A802 <br />07 <br />A802 <br />05 <br />A802 <br />17 <br />A802 <br />04 <br />A802 <br />04 <br />A801 <br />12 <br />A801 <br />05 <br />ROOF OR FLR. <br />S.O.G. OR FLR. <br />REF. RCP <br />CLNG. LINE <br />CG <br />CG <br />3' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />3' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />2' - 0" MAX. <br />9" MAX. <br />1' - 6" MAX. <br />TY <br />P <br />. <br />3" <br /> <br />T <br />& <br />B <br />7' <br /> <br />- <br /> <br />6 <br />" <br /> <br />M <br />A <br />X <br />. <br />CG <br />T& <br />B <br />1' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />TY <br />P <br />. <br />2' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />A NO ATTACHMENTS B HANGING EQUIPMENT C BASE AND/OR UPPER CABINETS D FULL HEIGHT CABINETS <br />2' - 0" MAX. <br />'H <br />' <br /> <br />@ <br /> <br />P <br />A <br />R <br />T <br />I <br />A <br />L <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />W <br />A <br />L <br />L <br />S <br /> <br />- <br /> <br />S <br />E <br />E <br /> <br />1 <br />3 <br />/ <br />A <br />8 <br />0 <br />1 <br />'H <br />' <br /> <br />@ <br /> <br />F <br />U <br />L <br />L <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />W <br />A <br />L <br />L <br />S <br /> <br />- <br /> <br />S <br />E <br />E <br /> <br />1 <br />3 <br />/ <br />A <br />8 <br />0 <br />1 <br />STUDS @ 16" PER <br />SCHEDULE, TYP. - <br />REF. 13/A801 <br />FULL HEIGHT STUD <br />(WHERE OCCURS) <br />6" MAX. <br />CG <br />1' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />1. <br />2. <br />NOTES: <br />BACKING PLATE TYPE 1 <br />PER 16/A801 <br />BACKING PLATE TYPE 2 <br />PER 17/A801 <br />1. <br />1. <br />2. <br />1. <br />MAX. OPER. WT. <br />= 50LBS/STUD <br />typ.typ. <br />typ.A801 <br />09 <br />A801 <br />20A801 <br />20 <br />p a r t i a l h e i g h t ' H ' = 1 2 ' - 0 " m a x . <br />f u l l h e i g h t ' H ' = 1 5 ' - 0 " m a x . ( 1 5 ' - 9 " a t g r o u n d ) <br />DETAIL MAX. SPACING <br />3.62"4"6" <br />STUD DEPTH <br />A <br />B <br />C <br />D <br />16"362S162-33 <br />362S162-33 <br />362S162-54 <br />362S162-43 <br />600S125-33 <br />600S125-33 <br />600S125-43 <br />600S125-43 <br />16" <br />16" <br />16" <br />8" <br />DETAIL MAX. SPACING <br />3.62"4"6" <br />STUD DEPTH <br />A <br />B <br />C <br />D <br />16"362S162-33 <br />362S162-43 <br />362S162-54 <br />362S162-43 <br />600S125-33 <br />600S125-33 <br />600S125-43 <br />600S125-33 <br />16" <br />16" <br />16" <br />8" <br />4'-0" <br />8'-0" <br />LENGTH*TYPE <br />12'-0" <br />16'-0" <br />SINGLE <br />SINGLE <br />SINGLE <br />SINGLE <br />NESTED <br />NESTED <br />TOP TRACK DEPTH <br />3.625"4"6"8" <br />XXXT125-33 <br />XXXT125-43 <br />362T200-97 400T150-97 600T125-54 800T125-54 <br />XXXS125-33 & XXXT125-33 <br />N/A 400T350-118 600T250-68 800T125-54 <br />362S125-54 & <br />362T125-54 <br />400S125-43 & <br />400T125-43 <br />600S125-33 & <br />600T125-33 <br />800S125-33 & <br />800T125-33 <br />*LENGTH INDICATES TRACK SPAN BETWEEN INTERSECTING <br />WALLS OR OUT-OF-PLANE DIAGONAL BRACES. <br />A SINGLE TOP TRACK B NESTED TOP TRACK SAME <br />DEPTH AS WALL <br />C OPTION: NESTED TOP TRACK <br />DEEPER THAN WALL <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />NESTED TRACK (2-1/2" <br />FLANGE TRACK) / <br />STUD PER SCHED. <br />#8 SMS EA. <br />FLANGE EA. <br />STUD, TYP. <br />#8 SMS EA. <br />FLANGE EA. <br />STUD, TYP. <br />TOP TRACK PER <br />SCHEDULE <br />NESTED TRACK / STUD <br />PER SCHED. OFFSET <br />AS REQUIRED <br />#8 SMS EA. <br />FLANGE EA. <br />STUD, TYP. <br />w e l d o p t i o n <br />MAX 'L'TYPE <br />3.62"4"6" <br />JAMB <br />4'-0" <br />8'-0" <br />SINGLE 400S200-54 600S125-54 <br />SINGLE <br />8" <br />BUILT-UP 400S125-43 & <br />400T125-43 600S125-54 <br />BUILT-UP (2)400S125-43 & <br />400T125-43 600S137-54 <br />400S300-68 600S137-54 <br />11'-0"SINGLE <br />BUILT-UP (2)400S125-43 & <br />400T125-43 <br />400S250-97 600S162-54 <br />600S125-43 & <br />600T125-43 <br />14'-0"SINGLE <br />BUILT-UP (2)400S125-43 & <br />400T125-43 <br />400S300-118 600S200-54 <br />600S125-43 & <br />600T125-43 <br />s c r e w o p t i o n <br />TRACK PER SCHED. <br />STUD PER SCHED.#8 SMS @ <br />16" O.C. TYP. <br />#8 SMS @ <br />16" O.C. EA. <br />FLANGE <br />STUD PER <br />SCHED. <br />(1/16)1 1/2 - 16 <br />TYP. EA. SIDE <br />NOTE: STUD SECTIONS (SAME FLANGE AND <br />GAGE OR GREATER) CAN BE USED IN LIEU OF <br />SPECIFIED TRACK SECTIONS FOR WELD OPTION <br />i n t e r i o r b o t t o m t r a c k s i l l a n c h o r - n o c u r b <br />ANCHOR TYPE <br />ANCHOR BOLT <br />EXPANSION ANCHOR <br />SCREW ANCHOR <br />P.A.F. <br />SIZE AND SPACING <br />SLAB-ON-GRADE <br />3/8"⌀ @ 4'-0" O.C. W/ 3" EMBED <br />3/8"⌀ @ 4'-0" O.C. W/ 2" EFF EMBED <br />3/8"⌀ @ 4'-0" O.C. W/ 2" EFF EMBED <br />0.145"⌀ @ 2'-8" O.C. W/ 1-1/4" EMBED <br />DECK AND FILL <br />N.A. <br />3/8"⌀ @ 4'-0" O.C. W/ 2" EFF EMBED <br />3/8"⌀ @ 4'-0" O.C. W/ 1.86" EFF EMBED <br />0.145"⌀ @ 2'-8" O.C. W/ 1" EMBED <br />i n t e r i o r b o t t o m t r a c k s i l l a n c h o r - w i t h c u r b <br />ANCHOR TYPE <br />ANCHOR BOLT <br />EXPANSION ANCHOR <br />SCREW ANCHOR <br />SIZE AND SPACING <br />3/8"⌀ @ 2'-8" O.C. W/ 5" EMBED <br />3/8"⌀ HILTI KB-TZ @ 2'-8" O.C. W/ 2" EFF EMBED <br />3/8"⌀ @ 2'-8" O.C. W/ 1.86" EFF EMBED <br />A BTYPICAL - NO CURB CURB <br />ANCHOR PER SCHEDULE <br />ANCHOR PER SCHEDULE <br />CURB PER PLAN <br />MIN. <br />6" <br />EM <br />B <br />E <br />D <br />#10 SMS EA. STUD EA. FLANGE <br />#10 SMS EA. STUD EA. FLANGE <br />WALL STUD - <br />REF. <br />TOP TRACK - <br />REF. <br />ALTERNATE DIRECTIONS <br />IF DESIRED <br />(3)#8 SMS <br />250T200-54 TRACK BRACE <br />PER PLAN. CUT FLANGE AND <br />BEND 45° - ATTACH FLANGE <br />W/ (1)#8 SMS. ALTERNATE <br />BRACE AT ALL WALL ENDS <br />INCLUDING WALLS <br />DISCONTINUOUS THROUGH <br />WALL INTERSECTIONS. <br />CEILING LINE MI <br />N <br />. <br />6" <br />'H <br />' <br />7' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />. <br />(1)3/8"⌀ x 2" MIN. EFFECTIVE <br />EMBED EXPANSION ANCHOR <br />(OPTION: (1)3/8"⌀ X 2-1/2" <br />NOMINAL EMBED SCREW <br />ANCHOR IN LIEU OF <br />EXPANSION ANCHOR <br />CONC. FILL OVER METAL DECK <br />#8 SMS <br />1"1" <br />1 <br />1 <br />EQ EQ <br />#8 SMS <br />3/8"⌀ x 2" MIN. EMBED <br />EXPANSION ANCHOR parallel <br />to flutes <br />CONC. FILL OVER METAL <br />DECK <br />TYPE <br />1 <br />2 <br />BACKING <br />6" x 20ga. (33 MIL) <br />6" x 16ga. (54 MIL) <br />7 <br />29 <br />STUDS @ 24" O.C.STUDS @ 16" O.C. <br />5 <br />20 <br />10 <br />40 <br />TO STUD <br /># SCREWS <br />(2)#6 <br />(2)#8 <br />(LBS) <br />3.5 <br />14.5 <br />MAX (LBS)MAX(LBS)MAX (LBS)MAX <br />• <br />• <br />• <br />• <br />• <br />USE FLAT STRAP BACKING GENERALLY FOR EQUIP. ≤ 50LBS OR 10LBS/FT. EG: <br />DRY ERASE/CHALK/BULLETIN BOARDS <br />SURFACE MOUNTED MIRRORS <br />WASTE RECEPTACLES <br />SOAP/PAPER TOWEL DISPENSERS <br />DOORSTOPS/HOLDERS <br />STRAP PER SCHEDULE <br />SEE SCHEDULE <br />STUDS PER SCHEDULE - <br />SEE 12/A801 <br />MAX <br />MAX <br />1" MIN. @ ENDS <br />NOTE: <br />SEE M/E/P DETAILS AND <br />STRUCTURAL ANCHORAGE <br />DRAWINGS FOR ADDITIONAL <br />BACKING REQUIREMENTS <br />TYPE <br />1 <br />2 <br />BACKING <br />650T150-33 <br />650T150-54 <br />80 <br />300 <br />STUDS @ 24" O.C.STUDS @ 16" O.C. <br />60 <br />225 <br />120 <br />450 <br />TO STUD <br /># SCREWS <br />(3)#8 <br />(5)#8@ 18ga. <br />(3)#8@ 16ga. <br />(LBS) <br />40 <br />150 <br />MAX (LBS)MAX(LBS)MAX (LBS)MAX <br />• <br />• <br />• <br />• <br />• <br />USE FLANGED BACKING GENERALLY FOR EQUIP. > 50LBS OR 10LBS/FT. EG: <br />UPPER WALL HUNG <br />FULL HEIGHT CABINETS <br />SHOWER SEATS <br />GRAB BARS/HANDRAILS <br />SINKS/URINALS <br />BACKING PER SCHEDULE <br />SEE SCHEDULESTUDS PER SCHEDULE - <br />SEE 12/A801 <br />MAX <br />MAX <br />1/2" LONG BEND 90° @ ENDS <br />NOTE: <br />SEE M/E/P DETAILS AND <br />STRUCTURAL ANCHORAGE <br />DRAWINGS FOR ADDITIONAL <br />BACKING REQUIREMENTS <br />• <br />• <br />• <br />• <br />• <br />CHANGING TABLES <br />TOILET PARTITIONS <br />MAGNETIC HOLD OPENS <br />WALL MOUNTED MEP <br />MEDICAL EQUIPMENT <br />1/4" MAX. GAP <br />1" TYP. <br />2" TYP. <br />STEEL BEAM PER PLAN <br />CONC. SLAB <br />FOR TOP TRACK SEE 'E' <br />FASTENERS @ 2'-8" O.C. <br />SEE SCHEDULE <br />STUD PER <br />1/ <br />2 <br />" <br /> <br />G <br />A <br />P <br />FASTENER @ 2'-8" O.C. <br />SEE SCHEDULE <br />3" x 16ga. PL @ 2'-8" O.C. <br />MAX. <br />#8 SMS @ 2'-8" O.C. <br />1/ <br />2 <br />" <br /> <br />G <br />A <br />P <br />FASTENER @ 2'-8" O.C. <br />MAX. - SEE SCHEDULE <br />1" TYP. <br />OFFSET <br />1/2" MAX. P.A.F. <br />OFFSET <br />1/2" MAX. P.A.F. <br />A WALL PERPENDICULAR TO DECK FLUTES B WALL PARALLEL TO DECK FLUTES C TOP TRACK AT WALL UNDER BEAM <br />D TOP TRACK AT WALL PARALLEL TO WF BEAM E TYPICAL TOP TRACK <br />f a s t e n e r s c h e d u l e <br />DECK WITH STRUCTURAL <br />CONCRETE FILL <br />STEEL BEAM <br />0.145"⌀ x 1-1/4" EMBED P.A.F. <br />0.145"⌀ P.A.F. <br />DECK W/O STRUCT. CONC. FILL OR <br />DECK W/ INSULATING CONC. FILL #8 SCREWS <br />2-1/2" DEEP LEG SLOTTED TRACK <br />W/ VERTICAL SLOTS @ 1" O.C. <br />WALL STUD, TYP. <br />#8 SMS W/ STAND-OFF <br />WASHER EA. FLANGE. <br />INSTALL FASTENERS AT <br />CENTER OF 1-1/2" SLOT <br />JAMB STUDS WHERE OCCURS <br />FASTENERS - SEE SCHEDULE <br />CONC. SLAB <br />WF BEAM <br />16ga. Z CHANNEL @ 2'-8" O.C. <br />HEIGHT AS REQUIRED FOR FIRE <br />PROOFING (1-1/2" MIN.) <br />1-1/4" <br />3/4" <br />2" MAX. <br />FASTENER - SEE SCHEDULE <br />TOP TRACK AND FASTENERS <br />PER 'E' <br />#8 SMS W/ STAND-OFF <br />WASHERS @ 2'-8" O.C. <br />HORIZONTAL BRACE PER <br />PLAN AND SCHEDULE <br />MAX 'L' <br />7'-0" <br />10'-0" <br />MINIMUM BRACE SIZE <br />362T125-33 <br />362T150-43 <br />362T200-54 <br />5'-0" <br />PARTIAL HEIGHT <br />UNBRACED END <br />6" <br /> <br />M <br />A <br />X <br />. <br />1" MAX. <br />(4)#8 SMS EA. END TYP. <br />1.5 <br />MIN. <br />1 <br />S <br />PROVIDE DIAGONAL BRACE <br />WHEN LENGTH OF UNBRACED <br />WALL IS LESS THAN 5'-0" <br />0 5' <br />GRAPHIC SCALES: <br />Issue Date <br />1/16" = 1'-0" <br />50' <br />1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" <br />0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' <br />Chckd By <br />Drwn By <br />Scale <br />Building ID: <br />KP Proj. No. <br />Permit No. <br />Sheet <br />SheetsOf <br />Sheet Title <br />Project <br />Facility <br />This document is the property of the Owner and is <br />Project Architect Approval: <br />Architect/Engineer Of Record: <br />IF THIS SHEET IS NOT 30"x42" , IT IS <br />A REDUCED PRINT - SCALE ACCORDINGLY <br />National Facilities Services <br />Post Office Box 12916 <br />Oakland California 94604 <br />not to be used without owner's written permission. <br />Floor Lev:Section: <br />Revisions <br />By Appr. <br />HGW Proj. No. <br />© <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br /> <br />h <br />a <br />n <br />n <br />a <br /> <br />g <br />a <br />b <br />r <br />i <br />e <br />l <br /> <br />w <br />e <br />l <br />l <br />s <br />, <br /> <br />a <br />l <br />l <br /> <br />r <br />i <br />g <br />h <br />t <br />s <br /> <br />r <br />e <br />s <br />e <br />r <br />v <br />e <br />d <br />. <br /> <br /> <br />A <br />n <br />y <br /> <br />u <br />s <br />e <br /> w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />i <br />s <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br />l <br />y <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br /> <br /> <br />P <br />l <br />o <br />t <br />t <br />e <br />d <br />1955 Bacon Street. San Diego, CA 92107 <br />Office 619 523 8487 <br />www.hgwarchitecture.com <br />KAISER PERMANENTE <br />BUILDINGS ON BRAND <br />As indicated <br />1/ <br />2 <br />1 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />5 <br />: <br />2 <br />5 <br />: <br />4 <br />5 <br /> <br />P <br />M <br />01/23/2026 <br />Checker <br />Author <br />CAP030945 <br />A801 <br />TYPICAL PARTITION DETAILS <br />Santa Ana Medical Offices <br />1900 E. 4th Street <br />Santa Ana, CA, 92701 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />R <br />E <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />2505 <br />SANTA ANA <br /> 1/4" = 1'-0"02 typical interior wall elevation (full-height) <br /> 1/4" = 1'-0"07 typical interior wall elevation (partial-height) <br /> 1/2" = 1'-0"12 typical interior studs <br />NTS13typical interior studs schedule <br /> 1 1/2" = 1'-0"04 typical partial height wall top track <br />NTS18typical interior jambs <br /> 1" = 1'-0"09 typical interior bottom track detail <br /> 3/4" = 1'-0"05 braced partial height stud wall <br /> 1" = 1'-0"17 flat strap backing - type 2 <br /> 1" = 1'-0"16 flanged backing - type 1 <br /> 1 1/2" = 1'-0"20 typical interior full-height wall top track detail <br /> 1" = 1'-0"10 horiz. brace @ partial height wall w/ unbraced end <br />No.Revisions Date <br />1 SD Set 06/05/2025 <br />2 DD Set 07/03/2025 <br />3 90% CD Set 08/14/2025 <br />4 Plan Check Submittal 09/19/2025 <br />09-2027