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p a r t i t i o n n o t e s <br />1. <br />2. <br />3. <br />4. <br />A. <br />B. <br />A. <br />THESE BASIC PARTITION COMPONENTS AND NOTES APPLY TO ALL PARTITIONS SHOWN U.N.O. <br />THE FOLLOWING NOTES SHOULD BE CONSIDERED MINIMUM STANDARDS FOR INTERIOR NON-BEARING <br />PARTITION FRAMING. <br />PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY GRAPHIC DESIGNATION OR BY SYMBOL - REFER TO <br />GRAPHIC DESIGNATION AND SYMBOL PARTITION SCHEDULES. <br />"LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE <br />EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. <br />SEALANT TYPES: <br />FIRE RESISTANCE RATED PARTITIONS SHALL USE FIRE/SMOKE RESISTANT FILL MATERIAL <br />NON-RATED PARTITIONS AND NON-RATED SMOKE RESISTANT PARTITIONS SHALL USE ACOUSTICAL <br />SEALANT. <br />5.INSULATION - HEAD CONDITIONS AT FLOOR/ROOF DECK: <br />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 />FINISH PER PLAN <br />(WHERE OCCURS) <br />PROVIDE ADDITIONAL LAYERS OF <br />CEMENT BOARD TO ACHIEVE ADA <br />COMPLIANCE AT WATERCLOSET <br />EXISTING STRUCTURE <br />(WHERE OCCURS) <br />VARIES PER PLAN <br />A <br />PROVIDE 1" @ A.1 <br />PROVIDE 5/8" @ A.2 <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 />RATED ASSEMBLY PER <br />SCHEDULE!DO NOT ATTACH GYP. BD. <br />TO TOP TRACK <br />FORMING MATERIAL - MIN. <br />2-1/2" THK. OF MIN. 4 PCF <br />DENSITY MINERAL WOOL <br />BATT INSULATION FIRMLY <br />PACKED INTO FLUTES OF <br />STEEL FLOOR UNITS ABOVE <br />CLG. RUNNER <br />MIN. 1/2" THK. OF FILL <br />MATERIAL INSTALLED ON <br />EA. SIDE OF THE WALL IN <br />FLUTES OF THE STEEL <br />FLOOR UNITS, FLUSH W/ <br />EA. SURFACE OF THE <br />WALLBOARD FOR 1-HR <br />ASSEMBLY RATING (1" <br />THK. MIN. FOR 2-HR <br />ASSEMBLY RATING) <br />FASTEN T.O. GYP. BD. TO <br />VERT. STUD FRAMING <br />fluted steel deck/conc floor or roof <br />perpendicular or diagonal to flutes <br />fluted steel deck/conc floor or roof <br />parallel to flutes <br />!DO NOT ATTACH GYP. BD. <br />TO TOP TRACK <br />RATED ASSEMBLY PER <br />SCHEDULE <br />FORMING MATERIAL - MIN. <br />2-1/2" THK. OF MIN. 4 PCF <br />DENSITY MINERAL WOOL <br />BATT INSULATION FIRMLY <br />PACKED INTO FLUTES OF <br />STEEL FLOOR UNITS ABOVE <br />CLG. RUNNER. CAP ENDS <br />OF INSULATION W/ 1/2" <br />THK. OF FILL MATERIAL <br />FOR 1-HR ASSEMBLY <br />RATING (1" THK. MIN. FOR <br />2-HR ASSEMBLY RATING) <br />WHERE PARTITION <br />TERMINATES OR CHANGES <br />DIRECTIONS <br />FASTEN T.O. GYP. BD. TO <br />VERT. STUD FRAMING <br />WALL TYPE PER <br />SCHEDULE!DO NOT ATTACH GYP. BD. <br />TO TOP TRACK <br />FASTEN T.O. GYP. BD. TO <br />VERT. STUD FRAMING <br />fluted steel deck/conc floor or roof <br />perpendicular or diagonal to flutes <br />fluted steel deck/conc floor or roof <br />parallel to flutes <br />!DO NOT ATTACH GYP. BD. <br />TO TOP TRACK <br />WALL TYPE PER <br />SCHEDULE <br />FASTEN T.O. GYP. BD. TO <br />VERT. STUD FRAMING <br />ACOUSTIC BATT <br />INSULATION PACKED <br />INTO FLUTES OF STEEL <br />FLOOR UNITS ABOVE <br />CLG. RUNNER <br />SEALANT EA. SIDE, TYP. <br />typical - no curb <br />CONC. SLAB-ON-GRADE/ <br />CONC. FILLED METAL <br />DECK PER PLAN <br />SEALANT EA. SIDE, TYP. <br />(PROVIDE FIRE SEALANT <br />@ RATED PARTITIONS) <br />WALL TYPE PER PLAN <br />concrete curb <br />CONC. SLAB-ON-GRADE/ <br />CONC. FILLED METAL <br />DECK PER PLAN <br />SEALANT EA. SIDE, TYP. <br />(PROVIDE FIRE SEALANT <br />@ RATED PARTITIONS) <br />WALL TYPE PER PLAN <br />PL <br />A <br />N <br />PE <br />R <br />PER PLAN <br />CONC. CURB PER PLAN <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 />4 <br /> <br />P <br />M <br />01/23/2026 <br />Checker <br />Author <br />CAP030945 <br />A800 <br />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" = 1'-0"10 partition types <br /> 1 1/2" = 1'-0"19 penetration through rated partition <br /> 1 1/2" = 1'-0"18 partition head detail - UL HW-S-0001 <br /> 1 1/2" = 1'-0"13 partition head detail <br /> 1 1/2" = 1'-0"16 partition sill detail <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