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2"x2" 16ga. CLIP ANGLE <br />AT TOP OF HEADER 1/2" <br />LESS THAN STUD WIDTH <br />W/ (3)#8 SMS EA. LEG - <br />SEE 'C' <br />2"x2" 16ga. CLIP ANGLE <br />AT TOP & BOTTOM OF <br />HEADER 1/2" LESS THAN <br />STUD WIDTH W/ (3)#8 <br />SMS EA. LEG - SEE 'C' <br />JAMB STUDS JAMB STUDS <br />CUT AND BEND TRACK <br />WEB AND ATTACH TO <br />JAMB W/ (3)#8 SMS <br />THRU WEB AND (4)#8 <br />SMS EA. FLANGE <br />HEADER <br />HEADER ATTACHMENT <br />AS SHOWN IN 'C' <br />#8 SMS EA. FLANGE EA. <br />STUD <br />HEADER <br />3" MIN. T&B <br />TO NEAREST <br />PUNCH-OUT <br />3" MIN. T&B <br />TO NEAREST <br />PUNCH-OUT <br />CRIPPLE STUDS <br />#8 SMS EA. FLANGE @ <br />16" <br />#8 SMS EA. FLANGE EA. <br />STUD <br />CRIPPLE STUDS <br />TRACK PER SCHEDULE <br />#8 SMS EA. FLANGE @ 16" <br />TRACK PER SCHEDULE <br />OPTION: #8 SMS EA. <br />FLANGE @ 16" IN LIEU OF <br />WELDING <br />#8 SMS EA. FLANGE @ <br />EA. STUD <br />WALL STUD <br />STUD PER SCHEDULE <br />STUD EA. SIDE PER SCHED. <br />#8 SMS @ 16" O.C. T&B <br />WALL STUD <br />TRACK PER SCHEDULE <br />OPTION: WELD IN LIEU OF <br />SCREWS TO NESTED STUD1/8 2-12 <br />1 1/2-61/16 <br />TYP. <br />(2)400S125-54 & <br />(2)362T125-43 <br />A -n e s t e d s t u d o p t i o n B -b o x h e a d e r s e c t i o n <br />L ≤ 4'-0" 4'-0" < L ≤ 14'-0" <br />MAX 'L' HEADER <br />3 5/8"4" 6" <br />4'-0" <br />8'-0" <br />11'-0" <br />14'-0" <br />---S162-43 & ---T250-33 <br />(2)600S125-54 & <br />(2)362T125-68 <br />(2)400S125-54 & <br />(2)400T125-33 <br />(2)362S125-33 & <br />(2)---T125-33 <br />(2)600S125-54 & <br />(2)400T125-54 <br />(2)400S125-54 & <br />(2)600T125-33 <br />(2)600S125-54 & <br />(2)600T125-43C -h e a d e r a t t a c h m e n t <br />EQ. <br />EQ. <br />1/2" <br />1/2" <br />1" <br />1" <br />TRACK SECTION x HEADER <br />DEPTH W/ (6)#8 SMS TO <br />JAMB AND (3)#8 SMS EA. <br />SIDE OF HEADER <br />EQ. <br />EQ. <br />1/2" <br />1/2" <br />2"x2" 16ga. CLIP ANGLE <br />1/2" LESS THAN STUD <br />WIDTH W/ (3)#8 SMS <br />EA. LEG - SEE 'C' <br />2"x2" 16ga. CLIP ANGLE <br />AT TOP & BOTTOM OF <br />SILL 1/2" LESS THAN <br />STUD WIDTH W/ (3)#8 <br />SMS EA. LEG - SEE 'C' <br />JAMB STUDS JAMB STUDS <br />SILL SECTION <br />WALL STUDS <br />SILL SECTION <br />3" MIN. T&B <br />TO NEAREST <br />PUNCH-OUT <br />3" MIN. T&B <br />TO NEAREST <br />PUNCH-OUT <br />WALL STUDS <br />TRACK PER SCHEDULE <br />TOP TRACK PER SCHEDULE <br />WALL STUD <br />WALL STUD <br />A -s i n g l e t r a c k s e c t i o n B -n e s t e d s t u d s e c t i o n <br />L ≤ 4'-0" 4'-0" < L ≤ 14'-0" <br />MAX 'L'SILL <br />3 5/8"4" 6" <br />4'-0" <br />8'-0" <br />11'-0" <br />14'-0" <br />---T125-33 <br />(2)---S125-54 & <br />(2)---T250-54 600T125-54C -s i l l a t t a c h m e n t <br />EQ. <br />EQ. <br />1/2" <br />1/2" <br />1" <br />1" <br />---T125-43 <br />---T125-54 <br />OPTION: WELD IN LIEU OF <br />SCREWS TO NESTED STUD 1/8 2-12 <br />STUD PER SCHED. <br />2"x2" 16ga. CLIP ANGLE <br />AT TOP & BOTTOM OF <br />TOP TRACK 1/2" LESS <br />THAN STUD WIDTH W/ <br />(3)#8 SMS EA. LEG AS <br />SHOWN ABOVE <br />STUDS AT WALL <br />INTERSECTION <br />WALL STUDS <br />TOP TRACK PER <br />3" MIN. T&B <br />TO NEAREST <br />PUNCH-OUT <br />EQ. <br />EQ. <br />1/2" <br />1/2" <br />1" <br />1" <br />JAMB STUD PER <br />#8 SMS EA. SIDE <br />BOTTOM TRACK <br />TOP OF SLAB OR CURB <br />ANCHORAGE PER 09/- <br />3" <br />3" <br />A -c o n t i n u o u s t r a c k B -e n d o f t r a c k C -b o x e d j a m b <br />JAMB STUD PER <br />#8 SMS EA. SIDE <br />BOTTOM TRACK <br />TOP OF SLAB OR CURB <br />ANCHORAGE PER 09/- <br />3" <br />5" <br />CUT BOTTOM TRACK AT <br />F.O. DOOR JAMB <br />BOXED JAMB PER <br />#8 SMS EA. SIDE, TYP. <br />BOTTOM TRACK <br />TOP OF SLAB OR CURB <br />FOR TRACK ANCHORAGE, <br />SEE 'A' <br />3" <br />3" <br />WHERE BRACING <br />TERMINATES AT BUILT-UP <br />JAMB, EXTEND CRC INTO <br />PUNCH-OUT <br />LATERAL BRACING: CONT. <br />16ga. COLD ROLLED <br />CHANNEL (CRC) <br />2"x2"x16ga. CLIP ANGLE, 1/2" <br />LESS THAN STUD WIDTH W/ <br />(4)#8 SMS, TYP. <br />WALL STUD, TYP. <br />LATERAL BRACING SPLICE: <br />12" LONG CRC INVERTED <br />OVER CENTER OF SPLICE W/ <br />(3)#8 SMS EA. SIDE OF <br />SPLICE <br />1/2" <br />1-1/2" <br />1/2" <br />1/2" <br />1" <br />1" <br />3/4" <br />3/4" <br />1/2" <br />NOTES: <br />1. DETAIL MAY BE USED AS AN ALTERNATE. <br />2. IF STUD DEPTH IS GREATER THAN 6", USE DETAIL . <br />3. AT CONTRACTOR'S OPTIONS, IN LIEU OF 16ga. CRC, USE EITHER OF (WITH SCREWS PER <br />MANUFACTURER'S REQUIREMENTS): <br />A. BRIDGECLIP BY THE STEEL NETWORK <br />B. SUBH/MSUBH BRIDGING CONNECTOR BY SIMPSON STRONG-TIE <br />a l t e r n a t e b r i d g i n g l o c a t i o n <br />GYP. BOARD SHEATHING <br />ON ON SIDE <br />CONT. 54 MIL. x 1-1/2" x <br />1/2" FLANGE CRC W/ <br />(2)#8 SMS EA. STUD <br />20ga. MIN. TRACK <br />BLOCKING, CLIP FLANGE <br />AND BEND. INSTALL @ <br />8'-0" O.C. HORIZ. - <br />COORDINATE W/ PIPES & <br />CONDUIT <br />(2)#10 SMS, TYP. <br />SPLICE STRAP @ BLKG. AS REQ'D. <br />WALL STUD, TYP. <br />TAUT FLAT STRAP EA. SIDE - <br />18ga. x 1-1/2" MIN. <br />NOTE: <br />FLAT STRAP BRIDGING MAY BE OMITTED ON EITHER SIDE OF STUD WHERE GYPSUM BOARD OF LATH <br />OR PLYWOOD IS PROVIDED AND ATTACHED WITH FASTENERS @ 12" O.C. MAX. ALONG THE FULL <br />HEIGHT OF EACH WALL STUD. <br />(1)#10 SMS EA. STUD, TYP. <br />(4)#10 SMS, STRAP TO BLKG., TYP. <br />3"± <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 />H <br />G <br />W <br /> <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />e <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 /> <br />w <br />i <br />t <br />ho <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 />1 1/2" = 1'-0" <br />2/ <br />2 <br />5 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />1 <br />0 <br />: <br />0 <br />8 <br />: <br />2 <br />2 <br /> <br />A <br />M <br />02/25/2026 <br />Checker <br />Author <br />CAP030942 <br />A802 <br />TYPICAL PARTITION DETAILS <br />3401 South Harbor Boulevard, <br />Santa Ana, CA 92704 <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 />2441 <br />EXTERIOR SIGNAGE - HARBOR-MAC <br />ARTHUR <br />1 1/2" = 1'-0"07 typical interior header and jamb connection <br />1 1/2" = 1'-0"17 typical interior sill and jamb connection <br />1 1/2" = 1'-0"05 typical partial height wall top track to full-height stud <br />1 1/2" = 1'-0"04 typical interior jamb base detail <br />1 1/2" = 1'-0"09 typical bridging detail <br />1 1/2" = 1'-0"14 alternate bridging detail <br />No. Revisions Date <br />1 SD 06/05/2025 <br />2 DD 07/03/2025 <br />3 90% CD 08/15/2025 <br />12 Plan Check Resubmittal 02/25/2026