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NEW SLABEXIST SLAB <br />1' <br />- <br />6 <br />" <br />4" STUD 16 GA <br />PER ARCH FOR BALANCE OF INFO <br />2"⌀HOLE MAX <br />PROVIDE NEW 400S162-54 (50 KSI) <br />WITH 6-#10 SMS CENTERED ON <br />NEW HOLE AS SHOWN (12 TOTAL) <br />FLOOR <br />EXIST SLAB NEW SLAB <br />CHIP CONCRETE <br />REBAR TO REMAIN <br />FOR COUPLER <br />INSTALLATION <br />SECONDARY #5@18 <br />TOP AND BOTT <br />CONT LAP 2'-6 PER, <br /> AT SAWCUT <br />BOUNDARY PRIMARY #5@12 <br />TOP AND BOTT PER, <br /> AT SAWCUT <br />BOUNDARY <br />SAWCUT <br />SLAB <br />NEW PIPE <br />REF PLUMBING <br />REBAR <br />COUPLERS <br />PER NOTE 2. <br />PER NOTE 3 <br />NOTES: <br />1. DEMOLITION AND INSTALLATION INFORMATION. <br />a) SAWCUT SLAB AS SHOWN. <br />b) CHIP CONCRETE FOR LAST 18" EACH SIDE AND DO NOT DAMAGE REBAR. <br />c) CUT REBAR AS REQUIRED TO PROVIDE STAGGER BETWEEN HORIZONTAL BARS <br />d) INSTALL NEW PIPE PER PLUMBING <br />e) INSTALL COUPLERS AND REBAR <br />f) CAST NEW SLAB <br />2. PROVIDE DAYTON SUPERIOR D250L BAR LOCK L-SERIES COUPLER (ER 319) TOP AND BOTTOM. <br />STAGGER EVERY OTHER BAR 8 INCHES HORIZONTALLY AND BETWEEN TOP AND BOTTOM BARS <br />PER DETAIL <br />3. REF ARCH FOR WATERPROOFING REQUIREMENTS. <br />4. PER FOR ADDITIONAL INFORMATION. <br />6" <br />1'-6" <br />EXIST SLAB <br />04/S5-01 <br />09/S5-01 <br />04/S5-011'-6" <br />EXISTING <br />CONCRETE <br />JOIST <br />04/S5-01 <br />#4@18x2'-0" DOWELS TOP <br />AND BOTTOM WITH HILTI <br />HY200 (EMBED=6") ICC 3187 <br />OFFSET TOP AND BOTTOM <br />DOWELS 6" <br />SECONDARY #5@18 <br />TOP AND BOTTOM <br />CONT LAP 2'-6 <br />PRIMARY #5@12 <br />TOP AND BOTT <br />SAWCUT SLAB <br />NOTES: <br />1. REFER DETAIL 03/S5-01 FOR ADDITIONAL INFORMATION. <br />(E) EDGE OF CONCRETE, CHIP <br />CONCRETE TO PROVIDE CLEARANCE <br />FOR COUPLER INSTALLATION AS <br />NOTED ON PARTIAL PLAN <br />(E) TOP BUNDLED (LAPPED) #5 BARS <br />AT 1'-0"OC, WHERE OCCURS <br />COUPLE CONTINUOUS <br />(1) #5 TOP BAR AT EACH <br />BUNDLE (LAPPED), REF <br />FOR BALANCE OF INFO <br />EXISTING DISCONTIOUS <br />LAPPED TOP BAR TO REMAIN <br />(N) #5 BAR <br />NOTES: <br />1.WHERE #5 TOP BARS ARE NOT BUNDLED (LAPPED), SINGLE BAR SHOULD BE COUPLED. <br />2.BOTTOM #5 BARS ARE NOT BUNDLED. IF BUNDLED (LAPPED) #5 BOTT BARS OCCUR, <br />NOTIFY ENGINEER TO CONFIRM SIMILAR FIX APPLIES. <br />COUPLED #5 BOTTOM BAR. BARS <br />ARE LOCATED BELOW TOP <br />BARS, SHOWN TO THE SIDE FOR <br />CLARITY. REF NOTE 2 <br />NEW SLABEXIST SLAB <br />PLAN <br />R <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 />Phone 310.820.4600 | Fax 310.207.4215 <br />www.huitt-zollars.com <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 />50 <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 />1/ <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 />HARBOR/MACARTHUR MEDICAL OFF <br />3401 S. HARBOR BLVD. <br />SANTA ANA, CALIFORNIA 92704 <br />S09.22022.00 <br />Au <br />t <br />o <br />d <br />e <br />s <br />k <br /> <br />D <br />o <br />c <br />s <br />: <br />/ <br />/ <br />S <br />0 <br />9 <br />- <br />2 <br />2 <br />0 <br />2 <br />2 <br />- <br />0 <br />0 <br /> <br />K <br />a <br />i <br />s <br />e <br />r <br /> <br />H <br />B <br />M <br /> <br />1 <br />s <br />t <br /> <br />F <br />l <br />r <br /> <br />K <br />P <br />O <br />J/ <br />S <br />9 <br />- <br />2 <br />2 <br />0 <br />2 <br />2 <br />- <br />0 <br />0 <br /> <br />K <br />a <br />i <br />s <br />e <br />r <br /> <br />H <br />B <br />M <br /> <br />1 <br />s <br />t <br /> <br />F <br />l <br />r <br /> <br />K <br />P <br />O <br />J <br />_ <br />R <br />2 <br />4 <br />. <br />r <br />v <br />t <br />1 <br />0 <br />/ <br />2 <br />2 <br />/ <br />20 <br />2 <br />5 <br /> <br />1 <br />0 <br />: <br />4 <br />8 <br />: <br />4 <br />1 <br /> <br />A <br />M <br />KP HBM 1ST FLOOR KPOJ <br />S5-01 <br />DETAILS <br />- - <br />CAP026809R314412.35 <br />CA394-1 <br />NO SCALENOT USED 01NO SCALENOT USED 21 <br />NO SCALENOT USED 22 <br />NO SCALENOT USED 23 <br />NO SCALENOT USED 11 <br />NO SCALENOT USED 08 <br />NO SCALENOT USED 07 <br />NO SCALENOT USED 13 <br />NO SCALESTRENGTHENING AT NEW HOLE IN CFMF WALL 14NO SCALENOT USED 19NO SCALENOT USED 24 <br />NO SCALENOT USED 16 <br />NO SCALENOT USED 12NO SCALENOT USED 17 <br />NO SCALENOT USED 18 <br />1/2" = 1'-0"NOT USED 02 <br />NO SCALESLAB REMOVAL AND REPLACEMENT 03 <br />3/4" = 1'-0"SLAB DOWELS - SECONDARY REBAR 09 1 1/2" = 1'-0"COUPLER INSTALLATION - PRIMARY REBAR 04 <br />NO SCALENOT USED 06 <br />CITY SUBMITTAL 11/03/2025