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CONTINUOUS ALUM. <br />RETAINER ATTACH TO <br />WALL W/ #8 S.M.S. AT 16" <br />O.C. <br />3"X3" SNAP ON CORNER GUARD <br />SET BOTTOM AT TOP OF RUBBER <br />TOPSET BASE REFERENCE <br />ELEVATIONS FOR HEIGHT AND <br />PLANS FOR LOCATION(S) <br />NOTE: PROVIDE TOP <br />AND BOTTOM CAPS <br />SECURE W/ (2) # 8 <br />S.M.S. <br />PARTITION AS SCHEDULED <br />CONT. ALUMINUM RETAINER <br />ATTACHED TO WALL W/ #6 X 1 5/8" <br />BUGLE HD DRYWALL SCREW @ 18" <br />O.C. <br />(2) 2"x2" SURFACE MOUNTED <br />CORNER GUARD. SET BOTTOM @ <br />TOP OF BASE. RE: ELEVATIONS FOR <br />HEIGHT AND PLANS FOR <br />LOCATION(S) <br />PARTITION PER PLAN <br />NOTE: <br />PROVIDE TOP & BOTTOM CAPS. <br />SECURE W/ (2) #8 S.M.S. <br />0.040" ACROVYN BACK-UP SHEET <br />(MATCH CORNER GUARD FINISH <br />PER FINISH SCHEDULE) <br />STAINLESS STEEL COVE CAP <br />FILLET COVED BASE <br />STRIP ON ADHESIVE TAPE <br />FINISHED FLOORING - <br />SEE SCHEDULE <br />CEMENTITIOUS FLOORING <br />UNDERLAYMENT, PATCH AND <br />REPAIR AS NECESSARY <br />WELDED SEAM @ JOINT <br />1 5/8" <br />3/ <br />8 <br />" <br />FI <br />N <br />I <br />S <br />H <br /> <br />L <br />I <br />S <br />T <br />SE <br />E <br /> <br />I <br />N <br />T <br />E <br />R <br />I <br />O <br />R <br />SCHEDULED WALL <br />FINISH <br />RUBBER WALL BASE- <br />SEE SCHEDULE <br />WALL BASE ADHESIVE, <br />PER MANUFACTURER <br />RECOMMENDATION <br />FINISHED FLOORING - <br />SEE SCHEDULE <br />SCHEDULED WALL <br />FINISH <br />CEMENTITIOUS FLOORING <br />UNDERLAYMENT, PATCH AND <br />REPAIR AS NECESSARY <br />CE <br />N <br />T <br />E <br />R <br /> <br />O <br />F <br /> <br />B <br />A <br />C <br />K <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />T <br />E <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />NEW BACKING PLATE FOR WHEELCHAIR <br />SCALE. VERIFY MOUNTING PLATE HEIGHT <br />WITH EQUIPMENT ANCHORAGE. SEE <br />DETAIL <br />BACKING PER <br />DETAIL 07/A5-02 <br />FRONT SECTION <br />07 <br />A5-02 <br />RIGID INSULATION <br />PROTECTION BOARD <br />BUILT-UP ROOFING <br />SHEET METAL FLASHING <br />TOP OF FLASHING CAPPED OR ROLLED <br />INTO PIPE APPROXIMATELY 1" <br />ROOF CEMENT OR SEALANT AT <br />PENETRATION TO MEMEBRANE <br />STRUCTURAL ROOF DECK <br />FIRE RETARDANT TREATED WOOD <br />BLOCKING AS REQ'D ANCHOR WITH 3/8" <br />DIA. SIMPSON STRONG-TIE TITEN HD, TYP. <br />(ICC ESR-2713) <br />MIN. <br />4" <br />MIN. <br />4" <br />FLANGE <br />6" <br />STEEL, FERROUS OR <br />COPPER PLUMBING <br />VENT PIPE (6" DIA. MAX.) <br />RIGID INSULATION <br />PROTECTION BOARD <br />BUILT-UP ROOFING <br />SHEET METAL FLASHING <br />SHEET METAL CANOPY FLASHING <br />STAINLESS STL. BAND CLAMP <br />SEALANT <br />ROOF CEMENT OR SEALANT AT <br />PENETRATION TO MEMEBRANE <br />OUTLET WHERE <br />OCCURS PER <br />ELECTRICAL <br />STRUCTURAL ROOF DECK <br />STEEL, FERROUS OR <br />COPPER CONDUIT, PIPE <br />OR TUBE (6" DIA. MAX) <br />MI <br />N <br />. <br />10 <br />" <br />MA <br />X <br />. <br />3" <br />FILL ANNULAR SPACE WITH MINERAL WOOL <br />PER CBC 714.4.1.1 EXCEPTION #1. <br />400T200-54 METAL TRACK ANCHORED <br />WITH (2) 3/8" DIA. HILTI KWIK BOLT TZ (ICC <br />ESR-4266), ANCHORS CENTERED IN <br />BOTTOM FLUTE W/ 2" EFFECTIVE MIN. <br />EMBEDMENT <br />PIPE STRAPING -GRAINGER 3LV30 OR <br />EQUAL <br />FIRE RETARDANT TREATED WOOD <br />BLOCKING AS REQ'D ANCHOR WITH 3/8" <br />DIA. SIMPSON STRONG-TIE TITEN HD, TYP. <br />(ICC ESR-2713) <br />FILL ANNULAR SPACE WITH MINERAL WOOL <br />PER CBC 714.4.1.1 EXCEPTION #1. <br />400T200-54 METAL TRACK ANCHORED <br />WITH (2) 3/8" DIA. HILTI KWIK BOLT TZ (ICC <br />ESR-4266), ANCHORS CENTERED IN <br />BOTTOM FLUTE W/ 2" EFFECTIVE MIN. <br />EMBEDMENTPIPE STRAPING -GRAINGER 3LV30 OR EQUAL <br />PATCH BUILT-UP <br />ROOFING,TO <br />MATCH EXISTING. <br />SEAL AS INDICATED <br />BY MANUFACTURER <br />PROVIDE OVERLAP AS <br />INDICATED <br />DISCONNECT SWITCH PER <br />ELECTRICAL DRAWINGS <br />P1000 PRE-GALVANIZED <br />UNISTRUT RAILS, TYP. - <br />ANCHOR TO PIPE <br />SUPPORTS WITH 3/8" <br />THROUGH BOLTS <br />2" DIA. GLAVANIZED <br />SCHEDULE 40 PIPE WITH <br />THREADED PIPE CAP, <br />TYP. <br />13 <br />A5-04 <br />4' <br /> <br />- <br /> <br />0 <br />" <br />2' - 0" <br />SEALANT <br />2" DIA. SCHEDULE 40 GALV. STEEL PIPE SUPPORT <br />STAINLESS STEEL BAND CLAMP <br />SHEET METAL CANOPY FLASHING <br />SLIP-OVER PRE SOLDERED SHEET METAL <br />FLASHING SET IN BED OF ROOFING CEMENT <br />ROOFING CEMENT OR SEALANT <br />(N) BUILT-UP ROOFING <br />3000PSI GROUT FILL <br />(E) BUILT-UP ROOFING <br />OVER RIGID <br />INSULATION <br />(E) 20 GA. 1-1/2" METAL <br />DECK WITH 4" LW <br />CONCRETE FILL <br />6"x6"x3/8" STEEL BASE PLATE <br />1/4" <br />(4) 1/2" DIA. HILTI KB-TZ2 WITH <br />2" EMBEDMENT, TYP. <br />(E) #4 REBAR AT 6" O.C. <br />EA. WAY -CONTRACTOR <br />SCAN AND VERIFY <br />1" CONTROL WIRE AND <br />POWER CONDUITS <br />2 1/2" <br />CORE <br />2" DIA. <br />MIN. <br />1" <br />SHEET METAL FLASHING <br />FILL ANNULAR SPACE WITH <br />3000PSI GROUT TO FULL <br />DEPTH OF FLOOR <br />ASSEMBLY PER CBC <br />713.4.1.1 EXCEPTION 2 <br />POLYURETHANE FOAM <br />INSULATION TO FILL <br />ANNULAR SPACE <br />8 1/2" <br />8 <br />1 <br />/ <br />2 <br />" <br />POLYURETHANE FOAM INSULATION <br />TO FILL ANNULAR SPACE <br />PENETRATING <br />ITEMS - SEE PLANS <br />SHEET METAL COLLAR <br />FLASHING SET IN BED <br />OF ROOFING CEMENT <br />SHEET METAL HOOD FASTENED 4" <br />O.C. USING GASKETED SMS <br />(E) BUILT-UP <br />ROOFING OVER <br />RIGID INSULATION <br />(E) 20 GA. 1-1/2" METAL DECK <br />WITH 4" LW CONCRETE FILL <br />FIRE RETARDANT TREATED WOOD <br />NAILER ANCHORED WITH 3/8" DIA. HILTI <br />KB-TZ2 WITH MIN. 2" EMBED - <br />CONTRACTOR TO SCAN (E) DECK AND <br />PLACE ANCHORS TO AVOID CONFLICT <br />WITH (E) REBAR. <br />4"4"6" <br />INSECT SCREEN <br />ROOFING CEMENT <br />OR SEALANT <br />(N) BUILT-UP <br />ROOFING <br />09 <br />A5-04 <br />BUMP RAIL BY C/S GROUP WITH ACRYLIC <br />FINISH COVER TO MATCH EXISTING <br />FLOOR BASE PER FINISH SCHED. <br />MOUNTING HARDWARE PER MFR. <br />APPLIED DIRECTLY TO WALL <br />STUDS <br />TO <br /> <br />M <br />A <br />T <br />C <br />H <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br />V. <br />I <br />. <br />F <br />. <br />16 GA. X 6" TRACK <br />BACKING PER 07 <br />A5-02 <br />R <br />No. <br />F <br />LICENSE <br />STATE <br />D <br />O <br />A RCHITECT <br />C AL IFORNIA <br />STEPHE WHITE <br />RENEWAL <br />DATE <br />C-34829 <br />N <br />08/31/27 <br />SHEET TITLE <br />PROJECT <br />FACILITY <br />FAC NO: BLDG NO: FLOOR LEV: SECTION: <br />KP PROJ. NO. <br />PERMIT NO. <br />555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA <br />ARCHITECT <br />CONSULTANT <br />ARCHITECT SEAL CONSULTANT SEAL <br />KAISER FOUNDATION HOSPITALS <br />NATIONAL FACILITIES SERVICES <br />1800 HARRISON STREET OAKLAND, <br />CALIFORNIA 94612 <br />ISSUE / REVISION LOG <br />NO. ISSUED DATE <br />0 <br />5' <br /> <br />5 <br />0 <br />' <br />GR <br />A <br />P <br />H <br />I <br />C <br /> <br />S <br />C <br />A <br />L <br />E <br />S <br />: <br /> <br />1 <br />/ <br />1 <br />6 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />0 <br />25 <br />' <br />1/ <br />8 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />5' <br />0 <br />12 <br />' <br />1/ <br />4 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />1' <br />0 <br />6' <br />1/ <br />2 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />1' <br />0 <br />2' <br />1- <br />1 <br />/ <br />2 <br />" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />0 <br />1' <br />3" <br /> <br />= <br /> <br />1 <br />' <br />- <br />0 <br />" <br />IF <br /> <br />T <br />H <br />I <br />S <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />I <br />S <br /> <br />N <br />O <br />T <br /> <br />30 <br />" <br />x <br />4 <br />2 <br />" <br />, <br /> <br />I <br />T <br /> <br />I <br />S <br /> <br />A <br /> <br />R <br />E <br />D <br />U <br />C <br />E <br />D <br /> <br />PR <br />I <br />N <br />T <br /> <br />- <br /> <br />S <br />C <br />A <br />L <br />E <br /> <br />AC <br />C <br />O <br />R <br />D <br />I <br />N <br />G <br />L <br />Y <br />AGENCY APPLICATION NUMBER <br />AGENCY APPROVAL STAMP <br />THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS <br />NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION. <br />HZ PROJ. NO. <br />www.huitt-zollars.com <br />Phone 310.820.4600 | Fax 310.207.4215 <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />l <br />r <br />o <br />b <br />i <br />n <br />s <br />o <br />n <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />H <br />u <br />i <br />t <br />t <br />- <br />Z <br />o <br />l <br />l <br />a <br />r <br />s <br />, <br /> <br />I <br />n <br />c <br />\ <br />D <br />o <br />cu <br />m <br />e <br />n <br />t <br />s <br />\ <br />R <br />3 <br />1 <br />4 <br />4 <br />1 <br />2 <br />. <br />3 <br />5 <br /> <br />K <br />P <br /> <br />H <br />B <br />M <br /> <br />K <br />P <br />O <br />J <br />_ <br />A <br />2 <br />4 <br />_ <br />l <br />r <br />o <br />b <br />i <br />n <br />s <br />o <br />n <br />L <br />2 <br />M <br />D <br />X <br />. <br />r <br />vt <br />1 <br />1 <br />/ <br />3 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />3 <br />: <br />4 <br />6 <br />: <br />0 <br />3 <br /> <br />P <br />M <br />SOCC 2022 R HBM 1st Fl KPOJ <br />REMODEL <br />A5-04 <br />DETAILS - TYPICAL ROOF & MISC. <br />CA394-1 - <br />CAP027721R314412.35 <br />HARBOR/MacARTHUR MEDICAL OFF <br />3401 S. HARBOR BLVD. <br />SANTA ANA, CALIFORNIA 92704 <br />3" = 1'-0"SURFACE MOUNTED CORNER GUARD 02 <br />3" = 1'-0"TYPICAL SURFACE MOUNTED CORNER GUARD 013" = 1'-0"INTEGRAL COVE BASE 06 <br />3" = 1'-0"FLOOR AND RUBBER COVE BASE 07 <br />1" = 1'-0"WHEELCHAIR SCALE ANCHOR DETAIL 03 <br />1 1/2" = 1'-0"ROOF - PIPE PENETRATIONS 16 1 1/2" = 1'-0"ROOF - ELECTRICAL DISCONNECT SUPPORT 11 <br />1 1/2" = 1'-0"ROOF - SUPPORT BASE 13 <br />3" = 1'-0"ROOF DECK MECHANICAL CORES 09 <br />1 1/2" = 1'-0"MULTIPLE PIPE PENETRATION DETL.08 <br />3" = 1'-0"WALL PROTECTION IN SECTION DETAIL 04 <br />CITY SUBMITTAL 11/03/2025 <br />101125520, 20187249, 40140902