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p a r t i t i o n n o t e s <br />THESE BASIC PARTITION COMPONENTS AND NOTES APPLY TO ALL PARTITIONS SHOWN U.N.O. <br />1. THE FOLLOWING NOTES SHOULD BE CONSIDERED MINIMUM STANDARDS FOR INTERIOR NON-BEARING <br />PARTITION FRAMING. <br />2. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY GRAPHIC DESIGNATION OR BY SYMBOL - REFER TO <br />GRAPHIC DESIGNATION AND SYMBOL PARTITION SCHEDULES. <br />3. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE <br />EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. <br />4. SEALANT TYPES: <br />A. FIRE RESISTANCE RATED PARTITIONS SHALL USE FIRE/SMOKE RESISTANT FILL MATERIAL <br />B. NON-RATED PARTITIONS AND NON-RATED SMOKE RESISTANT PARTITIONS SHALL USE ACOUSTICAL <br />SEALANT. <br />5. INSULATION - HEAD CONDITIONS AT FLOOR/ROOF DECK: <br />A. FIRE RESISTANCE RATED PARTITIONS SHALL USE FIRE SAFING INSULATION. <br />6. REFER TO SCHEDULE FOR STUD GAUGE, SPACING AND ALLOWABLE LIMITING HEIGHTS DEFLECTION CRITERIA <br />FOR GYPSUM BOARD ASSEMBLIES. ICC-ES ESR-3064P FOR STUDS AND FASTENERS. <br />SCHEDULE (REFERENCE ALLOWABLE STUD HEIGHT SCHEDULE THIS SHEET) <br />25ga: NOT ACCEPTABLE <br />22ga: TYPICAL UNLESS OTHERWISE INDICATED <br />7. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO SURROUND ALL OPENINGS IN RATED <br />PARTITIONS. <br />8. PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS <br />THROUGH SOFFITS. <br />9. ALL DIMENSIONS ARE FROM FACE OF STUD U.O.N. <br />10. REFER TO TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION. <br />11. USE TYPE "X" FIRE RATED GYPSUM BOARD ON FIRE RATED ASSEMBLIES. <br />12. USE MIN. 18ga. STUD AT ALL PARTITIONS SUPPORTING CABINETS OR EQUIPMENT. <br />13. OMIT GYPSUM BOARD ON INACCESSIBLE, NON-VISIBLE, NON-RATED SIDE OF WALLS. <br />14. PROVIDE STRUCTURAL TUBE SUPPORT FOR ALL PARTIAL HEIGHT UNBRACED PARTITIONS. <br />15. FOR WALL MOUNTED ITEMS WEIGHING 20-50 LBS. PROJECTING 6" MAX FROM FACE OF WALL (X=3") USE 6" <br />MIN. X 18ga. STUD BACKING W/ (3)#10 SMS TO EACH 22ga. STUD SPANNING 3 STUDS MIN. <br />FOR WALL MOUNTED ITEMS WEIGHING 50-150 LBS. (INCLUDING HUNG CASEWORK) USE 6" MIN. X 18ga. <br />STUD BACKING W/ (3)#10 SMS TO EACH 18ga. STUD SPANNING 3 STUDS MIN. STUDS DO NOT NEED TO BE <br />FULL HEIGHT BUT SHOULD BE BRACED ABOVE CEILING AT 4'-0" O.C. MAX. <br />16. ALL GYPSUM BOARD CLAD WALLS AND CEILINGS IN RESTROOMS OR OTHER SPACES WITH EXPOSURE TO <br />INCREASED HUMIDITY TO USE MOLD AND MOISTURE RESISTANT GYPSUM BOARD. <br />17. ALL WALLS ASSUME A DEFLECTION LIMIT OF L/240 U.O.N. WALLS WHICH RECEIVE CLADDING AND/OR <br />VENEER SHALL USE A DEFLECTION LIMIT OF L/360. <br />ICC-ES ESR-3064P <br />STUD SIZE <br />(@ 16" OC) <br />2-1/2" <br />3-1/2" <br />3-5/8" <br />4" <br />MIN. FRAMING <br />THICKNESS <br />22ga. <br />20ga. <br />18ga. <br />22ga. <br />20ga. <br />18ga. <br />16ga. <br />14ga. <br />22ga. <br />20ga. <br />18ga. <br />16ga. <br />14ga. <br />22ga. <br />20ga. <br />18ga. <br />16ga. <br />14ga. <br />MAX. HEIGHT <br />LIMIT (L/240) <br />11'-3" <br />11'-8" <br />13'-1" <br />14'-7" <br />15'-1"" <br />17'-0" <br />18'-2" <br />19'-4" <br />15'-0" <br />15'-6" <br />17'-5" <br />18'-8" <br />19'-11" <br />16'-1" <br />16'-9" <br />18'-10" <br />20'-2" <br />21'-6" <br />i n t e r i o r w a l l l i m i t i n g h e i g h t s t a b l e <br />(5 PSF) <br />STUD SIZE <br />(@ 16" OC) <br />5-1/2" <br />6" <br />8" <br />MIN. FRAMING <br />THICKNESS <br />22ga. <br />20ga. <br />18ga. <br />16ga. <br />14ga. <br />22ga. <br />20ga. <br />18ga. <br />16ga. <br />14ga. <br />18ga. <br />16ga. <br />14ga. <br />MAX. HEIGHT <br />LIMIT (L/240) <br />20'-5" <br />21'-6" <br />24'-4" <br />26'-1" <br />27'-11" <br />21'-5" <br />23'-0" <br />26'-2" <br />28'-0" <br />30'-0" <br />33'-1" <br />35'-7" <br />38'-2" <br />MTL. STUDS PER SCHEDULE <br />SOUND ATTENUATION BATT <br />NEW FINISH PER ELEVATION <br />5/8" GYP. BD. <br />A <br />REF. DETAIL 20/- FOR TOP AND <br />BOTTOM CONNECTION AT INFILL <br />CONDITION <br />PIPE PENETRATION <br />UL-W-L-1001 <br />BOX PENETRATION <br />UL-236 <br />RATED WALL ASSEMBLY <br />PER PLAN <br />5/8" TYPE "X" GYP BD <br />PIPE PENETRATION <br />FIRE SEALANT -TYP. <br />3M COMPANY -CP 25WB+ <br />OR FB-3000 WT <br />RATED WALL ASSEMBLY <br />PER PLAN <br />5/8" TYPE "X" GYP BD <br />FIRESTOP PUTTY <br />HILTI CP 617 <br />ELEC. OUTLET BOX <br />(N) GYP. BD. FINISH <br />(N) MTL. STUD MATCH - <br />(E) MTL. STUD WIDTH - <br />REF. DET. 10/-FOR MAX. <br />SPAN <br />AL <br />I <br />G <br />N <br />AL <br />I <br />G <br />N <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br />(2) (N) #8 SMS @ EA SIDE- <br />STAGGERED @ 16" O.C. <br />T&B <br />(N) SOUND ATTENUATION <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 />As indicated <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 />1 <br />9 <br /> <br />A <br />M <br />02/25/2026 <br />Checker <br />Author <br />CAP030942 <br />A800 <br />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'-0"10 partition types <br />1 1/2" = 1'-0"19 penetration through rated partition <br />6" = 1'-0"20 infill wall 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 />4 Plan Check Submittal 09/19/2025 <br />12 Plan Check Resubmittal 02/25/2026