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13 11 <br />5 <br />TA <br />B <br />L <br />E <br />96 <br />X <br />2 <br />4 <br />TA <br />B <br />L <br />E <br />96 <br />X <br />2 <br />4 <br />TABLE <br />96X24 <br />90 <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />60X24 <br />54 <br />RACK <br />60"X24" <br />TABLE <br />108"X24" <br />RACK <br />60"X24" <br />RACK <br />60"X24" <br />TA <br />B <br />L <br />E <br />72 <br />" <br />X <br />2 <br />4 <br />" <br />TABLE <br />96X24 <br />TABLE <br />108"X24" <br />RACK <br />60"X24" <br />RACK <br />60"X24" <br />TABLE <br />96"X24" <br />TABLE <br />96X24 <br />TABLE <br />96X24 <br />ST <br />O <br />R <br />A <br />G <br />E <br />96 <br />X <br />2 <br />4 <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X24" <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X30" <br />TABLE <br />96"X24" <br />RACK <br />60"X24" <br />RACK <br />60"X24" <br />99 <br />81 <br />37 <br />TABLE <br />60"X30" <br />TABLE <br />60"X30" <br />TABLE <br />60"X30" <br />TABLE <br />60"X30" <br />TABLE <br />60"X30" <br />TABLE <br />60"X30" <br />6910 <br />46 21 22 23 <br />25 <br />38 <br />39 <br />40 <br />41 <br />42 <br />43 <br />48 <br />48 <br />55 <br />85 <br />86 <br />87 <br />8889 <br />939496 <br />97 <br />53 <br />65 <br />84 <br />TANK <br />83 <br />112 113 <br />114115 <br />77 <br />23 <br />29 <br />PORTABLE <br />EYEWASH <br />PORTABLE <br />EYEWASH <br />27 <br />CABINET <br />42"X24" <br />PORTABLE <br />EYEWASH <br />4949 <br />W <br />x <br />4 <br />2 <br />D <br />x <br />6 <br />4 <br />H <br />- <br />2 <br />7 <br />5 <br />0 <br />L <br />B <br />S <br /> <br />( <br />C <br />U <br />- <br />3 <br />2 <br />0 <br />0 <br />) <br />FUTURE <br />FUTURE <br />FUTURE <br />FUTURE <br />FEC <br />FEC (N) <br />FEC (N) <br />FEC (E) <br />FEC (E) <br />- <br />STORAGE <br />ENCLOSURE <br />- <br />HVAC <br />ENCLOSURE <br />- <br />WATER PRODUCTION <br />ROOM <br />MICROBIOLOGY (IIM) <br />EQL./IMM STORAGE <br />GOWNING CLOSET <br />- <br />STERILITY SUITE <br />- <br />RISER RM. <br />- <br />CORRIDOR <br />- <br />CORRIDOR <br />176 <br />EXTRUSION <br />ROOM <br />1,434 SF <br />178 <br />BRADING <br />ROOM <br />607 SF <br />177 <br />TOOL CLN. <br />ROOM <br />171 SF <br />175 <br />LAB <br />2,505 SF <br />- <br />LOADING DOCK <br />179 <br />ELECTRICAL <br />ROOM <br />130 SF <br />662 S.F. 590 S.F. 689 S.F. <br />37 S.F. <br />216 S.F. <br />53 S.F. <br />CEILING HEIGHT 10'-0" <br />B.O. CONDUIT: 18'-3" <br />B.O. UNISTRUT: 10'-6" <br />B.O. BOX: 10'-0" <br />B.O. BOX: 11'-3" <br />B.O. UNISTRUT: 16'-0" <br />B.O. UNISTRUT: 16'-0" <br />CEILING HEIGHT 10'-0" <br />CEILING HEIGHT 11'-0" <br />CEILING HEIGHT 11'-0" <br />CEILING HEIGHT 11'-0" <br />CEILING HEIGHT 11'-0" <br />TA <br />B <br />L <br />E <br />72 <br />" <br />X <br />2 <br />4 <br />" <br />C.R. <br />C.R. <br />HM3 <br />1L21 <br />1L22 <br />T500 <br />DBL2 <br />1 <br />2 <br />3 <br />4 <br />C D E <br />(E) EXTERIOR ENCLOSURE <br />(E) BUILDING COLUMN <br />BENCHES AND EQUIPMENT PER ARCH LAYOUT <br />TYPICAL SAWCUT AND SLAB REPAIR AS <br />REQUIRED PER DETAILS ON SHEET S1.1 <br />SEE PLUMBING DRAWINGS <br />(E) CONCRETE WALL <br />(E) SLAB ON GRADE <br />800# <br />800# <br />800# <br />HD <br />R <br /> <br />H <br />D <br />R <br />HD <br />R <br />HEADER / SOFFIT FRAMING ABOVE PER ARCH <br />11 <br />S1.3 <br />ELECTRICAL BUSWAYS PER <br />ELECTRICAL DRAWINGS SEE SHEET <br />S1.5 FOR ADDTIONAL INFORMATION <br />ELECTRICAL BUSWAYS PER <br />ELECTRICAL DRAWINGS SEE SHEET <br />S1.5 FOR ADDTIONAL INFORMATION <br />EQUIPMENT ON CASTERS <br />AND LEVELING FEET TYP <br />EQUIPMENT ON CASTERS <br />AND LEVELING FEET TYP <br />ANCHOR PER <br />(E) CONCRETE WALL <br />13 <br />S1.1 <br />27 <br />84 <br />13 <br />ANCHOR PER 13 <br />S1.1 <br />ANCHOR PER <br />13 <br />S1.1 <br />PLAN NOTES: <br />1. ALL EXISTING MEMBERS ARE BASED ON RECORD DRAWINGS <br />CONTRACTOR SHALL NOTIFY ENGINEER IF CONDITIONS <br />DISCOVERED DURING CONSTRUCTION VARYSIGNIFICANTLY <br />FROM WHAT IS SHOWN ON PLANS <br />2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND <br />FINISHES NOT INDICATED ON THIS PLAN <br />3. INDICATES OPERATING WEIGHT OF UNIT SEE ANCHORAGE DETAIL ON <br />VERIFY WITH OWNER AND MANUFACTURER - UNIT ON CASTERS, TABLE TOPS, <br />OR OTHERWISE MOBILE ARE NOT REQUIRED TO BE ANCHORED <br />4. FOR TYPICAL METAL STUD DETAILS SEE SHEETS S1.2 & S1.3 <br />COORDINATE WITH ARCH DRAWINGS <br />5. FOR ELECTRICAL, TRANSFORMER LOCATION AND SUPPORT SEE ELECTRICAL <br />DRAWINGS AND ANCHORAGE TO SLAB WITH MINIMUM (4) 1/2"Ø HILTI KB-TZ2 <br />ANCHORS W/2" EMBEDMENT IN MANUFACTURE HOLES <br />6. FOR TYPICAL SLAB ON GRADE REPAIR DETAIL AT MEP TRENCHES - SEE MEP <br />DRAWINGS AND DETAIL ON <br />400# <br />13 <br />S1.1 <br />6 <br />S1.1 <br />No. 6250 <br />FFOHSIB <br />RYANW. <br />REGISTEREDPROFESSIONALENGINEER <br />STRUCTURALSTATEOFCALIFORNIA <br />DATE: <br />FOR BRANDOW & JOHNSTON <br />STRUCTURAL+CIVIL ENGINEERS (B&J HBK, INC.) <br />3300 IRVINE AVE. SUITE 245 <br />NEWPORT BEACH, CALIFORNIA 92660 <br />T:(949)862-8500 WWW.BJSCE.COM <br />JOB#: <br />1 <br />7 <br /> <br />8 <br /> <br />8 <br /> <br />0 <br /> <br /> <br />S <br /> <br />k <br /> <br />y <br /> <br /> <br />P <br /> <br />a <br /> <br />r <br /> <br />k <br /> <br /> <br />C <br /> <br />i <br /> <br />r <br /> <br />c <br /> <br />l <br /> <br />e <br /> <br />, <br /> <br /> <br />S <br /> <br />u <br /> <br />i <br /> <br />t <br /> <br />e <br /> <br />2 <br /> <br />3 <br /> <br />0 <br /> <br /> <br />- <br />I <br />r <br /> <br />v <br /> <br />i <br /> <br />n <br /> <br />e <br /> <br />, <br /> <br /> <br />C <br /> <br />A <br /> <br /> <br />9 <br /> <br />2 <br /> <br />6 <br /> <br />1 <br /> <br />4 <br />t <br /> <br />e <br /> <br /> <br />l <br /> <br /> <br /> <br />9 <br /> <br /> <br />4 <br /> <br /> <br />9 <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />5 <br /> <br /> <br />5 <br /> <br /> <br />3 <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />8 <br /> <br /> <br />9 <br /> <br /> <br />0 <br /> <br /> <br />0 <br />a <br />r <br /> <br />c <br /> <br />h <br /> <br />i <br /> <br />t <br /> <br />e <br /> <br />c <br /> <br />t <br /> <br />u <br /> <br />r <br /> <br />e <br /> <br />i <br /> <br />n <br /> <br />t <br /> <br />e <br /> <br />r <br /> <br />i <br /> <br />o <br /> <br />r <br /> <br /> <br />d <br /> <br />e <br /> <br />s <br /> <br />i <br /> <br />g <br /> <br />n <br />p <br />l <br /> <br />a <br /> <br />n <br /> <br />n <br /> <br />i <br /> <br />n <br /> <br />g <br />DA <br />I <br />M <br />L <br />E <br />R <br /> <br />A <br />C <br />P <br />L <br />30 <br />0 <br />9 <br /> <br />D <br />A <br />I <br />M <br />L <br />E <br />R <br /> <br />S <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br /> <br />9 <br />2 <br />7 <br />9 <br />5 <br />S2.1 <br />FIRST FLOOR PLAN <br />09/25/24 <br />(E) CONCRETE WALL <br />NO. REMARKS DATE <br />60% COMPLETE SET 05/28/24 <br />90% COMPLETE SET 07/12/24 <br />ISSUE FOR BID 07/18/24 <br />CITY SUBMITTAL 07/23/24 <br />1 CITY RESUBMITTAL 09/24/24 <br />1 <br />1 <br />3009 S Daimler St <br />11/18/2024