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OS <br />OS <br />OS OS <br />OS <br />OS <br />2.7 <br />2.5 <br />2.3 <br />1.4 <br />F G H J K <br />1501 <br />LOBBY <br />LOBBY <br />1529 <br />ENVIRONMENTAL <br />SERVICES CLOSET <br />EVSRM <br />1509 <br />STORAGE, GENERAL <br />SGENL <br />1507 <br />IMAGING, MAMMOGRAPHY <br />IMAMO <br />1506 <br />IMAGING, GEN <br />IGENL <br />1513 <br />ACCESSIBLE DRESSING <br />BOOTH <br />DRSSA 1502 <br />CORRIDOR <br />CORRD <br />1517 <br />TOILET/LAV, GENERAL <br />TLGEN <br />1518 <br />TOILET/LAV, GENERAL <br />TLGEN <br />1505 <br />SHELL SPACE <br />SHELL <br />1617 <br />OFFICE, PROVIDER <br />OPROV <br />1602 <br />HALLWAY <br />HALLW <br />1701 <br />WAITING AREA, GENERAL <br />WTAGN <br />1507A <br />ACCESSIBLE DRESSING <br />BOOTH <br />DRSSA <br />30"X36" CLR <br />1506A <br />CONTROL ROOM <br />CRRAD <br />1514 <br />TECH WORKSTATION <br />WSGEN <br />1504B <br />HALLWAY <br />HALLW <br />15 <br />0 <br />5 <br />1504 15 <br />0 <br />6 <br />15 <br />1 <br />1 <br />1511 <br />DRESSING BOOTH <br />DRSSB <br />15 <br />1 <br />3 <br />1504A <br />HALLWAY <br />HALLW <br />1510 <br />SUBWAIT ROOM <br />1508 <br />HALLWAY <br />HALLW <br />1 <br />2.7 <br />2.5 <br />2.3 <br />1.4 <br />F G H J K <br />2 <br />RAUN 216-8 <br />RAUN 216-5 <br />RAUN 216-6 <br />4'-0" <br />4' <br />- <br />0 <br />" <br />4' <br />- <br />0 <br />" <br />5'-0" <br />SAWCUT PER <br />(E) 4" THICK SLAB-ON-GRADE, f'c=3000PSI <br />STEEL FOR HALF HEIGHT <br />WALL PER <br />SAWCUT PER 23/S5-01 <br />23/S5-01 <br />19/S5-01 <br />SAWCUT FOR WASTE <br />CONNECTION PER . <br />REF ARCH AND PLUMBING <br />FOR EXTENTS <br />23/S5-01 <br />1' <br />- <br />3 <br />" <br />LOCATION WHERE WALL <br />TRANSITIONS TO FULL HEIGHT <br />1' <br />- <br />6 <br />" <br />SAWCUT FOR ELECTRICAL CONDUIT <br />BETWEEN RAUN 216-6 AND RAUN <br />216-5 PER . REF ARCH AND <br />PLUMBING FOR EXTENTS <br />23/S5-01 <br />RAUN 216-11 <br />2'-0" <br />2' <br />- <br />0 <br />" <br />(N) 10" THICK SOG, ECCENTRIC TO <br />FACE OF EXISTING STRUCTURAL <br />WALL AS SHOWN. SAWCUT PER <br /> , REINFORCE PER <br />SEE NOTE 4 <br />23/S5-01 18/S5-01 <br />(N) 10" THICK SOG CENTERED ON <br />COLUMN AS SHOWN. SAWCUT PER <br /> , REINFORCE PER <br />SEE NOTE 4 <br />23/S5-01 18/S5-01 <br />(N) 10" THICK SOG CENTERED ON <br />COLUMN AS SHOWN. SAWCUT PER <br /> , REINFORCE PER 23/S5-01 18/S5-01 <br />2'-0" <br />2' <br />- <br />0 <br />" <br />2'-0" <br />2' <br />- <br />0 <br />" <br />(N) 10" THICK SOG CENTERED ON <br />COLUMN AS SHOWN. SAWCUT PER <br /> , REINFORCE PER 23/S5-01 18/S5-01 <br />2' <br />- <br />0 <br />" <br />2'-0" <br />RAUN 216-9 AND <br />RAUN 216-10 <br />1'-8"2'-2" 2'-2" 2'-2" 2'-2" 2'-2" <br />2.7 <br />2.5 <br />2.3 <br />1.4 <br />F G H J K <br />2 <br />1'-0" <br />HS <br />S <br />8 <br />x <br />4 <br />x <br />3 <br />/ <br />8 <br />HS <br />S <br />8 <br />x <br />4 <br />x <br />3 <br />/ <br />8 <br />HSS8x4x3/8 <br />HSS8x4x3/8 <br />HSS8x4x3/8 <br />(4) HSS5x5x3/8 POSTS <br />LOCATED IN NEW WALLS <br />PER <br />P1001 UNISTRUT SPANNING <br />BETWEEN HSS BEAMS TO <br />SUPPORT CEILING <br />EQUIPMENT, PER <br />13/S5-01 <br />03/S5-01 <br />1'-8" <br />9" <br />1' <br />- <br />0 <br />" <br />EQ <br /> <br />E <br />Q <br />11" <br />4" <br />1.CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS AND PROVIDE A SUBMITTAL TO <br />THE ARCHITECT AND ENGINEER PRIOR TO STEEL FABRICATION. FIELD VERIFICATION TO <br />IDENTIFY ALL CONFLICTS WITH EXISTING STRUCTURE PRIOR TO STEEL FABRICATION. <br />2.REFER TO EQUIPMENT SCHEDULE ON FOR BALANCE OF EQUIPMENT INFO. <br />3. 2ND FLOOR FRAMING IS SHOWN WITH CEILING AND EQUIPMENT BELOW THE 2ND FLOOR. <br />4.CONTRACTOR RESPONSIBLE TO VERIFY EXISTING FOUNDATION PRIOR TO SAWCUTING <br />PROCEDURE. ANY DISCREPANCIES FROM ASSUMED CONDITIONS SHOWN ON THE <br />DRAWINGS SHALL BE REPORTED TO STRUCTURAL ENGINEER PRIOR TO DEMOLITION, <br />FABRICATION AND ERECTION OF ANY MEMBERS. <br />01/S5-01 <br />N <br />NOT APPLICABLE, LEGEND NOT REQUIRED. <br />NOT APPLICABLE, SHEET KEYNOTES NOT REQUIRED. <br />R <br />SHEET TITLE <br />PROJECT <br />FACILITY <br />FAC NO:BLDG NO:FLOOR LEV:SECTION: <br />KP PROJ. NO. <br />MATTERPORT LINK: <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 />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 />Phone 310.820.4600 | Fax 310.207.4215 <br />www.huitt-zollars.com <br />S09.23018.00 <br />Autodesk Docs://S09-23018-00 Kaiser SAN 1st Fl GenRad/S09-23018-00 Kaiser SAN 1st Fl GenRad.rvt <br />5/16/2024 11:56:35 AM <br />S1-13 <br />PLAN - REMODEL 1ST FLR <br />CA361 1 <br />CAP028060R314412.44 <br />1/4" = 1'-0"PLAN - REMODEL 1ST FLR 01 <br />1/4" = 1'-0"PLAN - REMODEL 2ND FLR 03 <br />GENERAL NOTES <br />SHEET KEYNOTES <br />LEGEND <br />KEY PLAN <br />SANTA ANA MEDICAL OFFICES <br />1900 E. 4TH ST. <br />SANTA ANA, CA 92701 <br />SOCC 2023 R RAD SAN 1ST FLOOR <br />GEN RAD REPLACEMENT (5284) <br />N <br />N <br />CITY SUBMITTAL 04/19/2024 <br />BID SET 05/20/2024 <br />1900 E 4th St - <br />1011190678/9/2024