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5 <br />1 <br />/ <br />8 <br /> <br />x <br /> <br />1 <br />8 <br />" <br /> <br />G <br />L <br />B <br /> <br />T <br />Y <br />P <br />5 <br />2 <br />1 <br />7 <br />3 <br />6 <br />4 <br />8 <br />9 <br />(E) 4" SOG TO REMAIN <br />MIN <br />1'-0" <br />GC TO VERIFY MIN THICKNESS <br />OF SLAB TO BE 6" OR MORE <br />TO REUSE. OTHERWISE CUT & <br />REPLACE w/ 6" CIP CONCRETE <br />SLAB w/ #4 @ 16"CC TYP SEECT ANCHORED USING (4) 5/8"Ø <br />HILTI KB-TZ2 w/ 4" MIN <br />EMBEDMENT <br />PROVIDE MIN (3) FULL <br />HT STUDS & BLKG PER <br />& MOUNT 2"x12" WOOD <br />BOARD PER MFR @ 74.5" <br />ABV FF <br />4 <br />S5.11 <br />GC TO FIELD VERIFY MIN <br />ANCHORAGE OF WALL BASE <br />& TOP TRACK @ BACKING <br />LOCS TO BE PAF'S @ EA <br />STUD (3 MIN) OR ADD (2) 3/8" <br />HILTI KB-TZ2 w/ 2" <br />EMBEDMENT @ BASE & TOP <br />OF WALL <br />(4) 3/8" HILTI KB-TZ2 <br />w/ 2" EMBEDMENT <br />2 <br />S5.01 <br />GC TO VERIFY FLOOR <br />LEVELNESS MEETS MFR <br />REQUIREMENTS OF 1/4" <br />DIFFERENCE IN 10'-0"PATIENT TABLE ANCHORED <br />(4) 5/8"Ø HILTI KB-TZ2 w/ 4" <br />MIN EMBEDMENT <br />CABINET ANCHORED <br />USING (4) 3/8" HILTI KB-TZ2 <br />w/ 2" EFF. EMBED <br />CONSOLE ANCHORED w/ (3) <br />3/8" HILTI KB-TZ2 w/ 1 7/8" EFF. <br />EMBED <br />UPS ANCHORED w/ <br />(4) 1/2" HILTI KB-TZ2 <br />w/ 2" EFF. EMBED <br />PANEL FASTENED TO <br />BACKING w/ (4) #12 TEK <br />SCREWS PER <br />PDU ANCHORED <br />USING (4) 3/8" HITLI KB- <br />TZ2 w/ 2" EFF. EMBED <br />CABINET ANCHORED <br />w/ (4) 1/2" HILTI KB-TZ2 <br />w/ 2" EFF. EMBED <br />12 <br />S5.12 <br />NOTE: <br />LOCATE ANCHORS IN HOLES PROVIDED BY THE MANUFACTURER. HOLE SIZES <br />THAT EXCEED 3/16" GREATER THAN ANCHOR DIAMETER SHALL REQUIRE WELD <br />WASHERS. PLEASE CONTACT SEOR SHOULD THIS CONDITOIN OCCUR. <br />ID DESCRIPTION WT (LBS) <br />WALL FLOOR COUNTERTOP SUSPENDED <br />MOUNTING ANCHORAGE <br />DETAIL COMMENTS <br />EQUIPMENT SCHEDULE <br />1 <br />X <br />X <br />GANTRY 3991 <br />1481 <br />176 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 GE STORAGE CABINET <br />OPERATORS CONSOLE <br />PARTIAL UPS <br />POWER DISTRIBUTION UNIT <br />MAIN DISCONNECT PANEL <br />GT1700V TABLE <br />265 <br />816 <br />46 <br />150 <br />X <br />X <br />X <br />X <br />X <br />8 U-ARM SYSTEM 887 XX <br />9 GENERATOR CABINET 210 X <br />INCLUDES 500# PATIENT WEIGHT <br />20'-0" TYP <br />20 <br />' <br />- <br />0 <br />" <br /> <br />T <br />Y <br />P <br />(E) 6x6x1/2 HSS COLS <br />(E) 6 1/2" THK CONC <br />LOAD-BEARING WALL <br />PANELS <br />(E) 2x14 DF#1 @ 16"CC TYP <br />(E) 3/4" STRUCTURAL <br />PLYWOOD w/ 1 1/2" NWC <br />TOPPING <br />SHIELDING TO BE ATTACHED <br />PURLINS @ 16"CC PROVIDE <br />BLKG AS REQUIRED FOR <br />SHIELDING ANCHORAGE BY <br />SUPPLIER <br />SHIELDING & <br />ANCHORAGE <br />BY OTHERS <br />COORDINATE USE OF <br />BLKG AS REQD BASED <br />ON SHIELDING <br />SPACING <br />SHADING INDICATES (N) <br />SHIELDING BLW STRUCTURE <br />ABV @ 4 PSF MAXIMUM <br />600 Q STREET, SUITE 200 <br />SACRAMENTO, CA 95811 <br />916 443 0303 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <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 />0 <br />5 <br />14 <br />0 <br />1 <br /> <br />N <br />. <br /> <br />T <br />U <br />S <br />T <br />I <br />N <br /> <br />A <br />V <br />E <br />. <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br /># <br />1 <br />7 <br />0 <br />SI <br />M <br />O <br />N <br />M <br />E <br />D <br /> <br />I <br />M <br />A <br />G <br />I <br />N <br />G <br />06/19/2024 <br />24-004 <br />GKA ARCHITECTS. ALL RIGHTS RESERVED <br />COPYRIGHT © 2024 <br />WWW.GKA-ARC.COM <br />(213) 200-0030 <br />LOS ANGELES, CA 90071 <br />633 W 5TH ST, STE 2607 <br />SHEET NUMBER: <br />SHEET TITLE: <br />ISSUE DATE: <br />PROJECT NUMBER: <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br />C <br />O <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />T <br />DESCRIPTIONDATEREV <br />6/ <br />2 <br />4 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />0 <br />: <br />4 <br />8 <br />: <br />1 <br />9 <br /> <br />A <br />M <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />K <br />e <br />i <br />t <br />h <br />S <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />B <br />u <br />e <br />h <br />l <br />e <br />r <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />\D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />2 <br />0 <br />2 <br />4 <br />- <br />0 <br />1 <br />3 <br />7 <br />_ <br />S <br />i <br />m <br />o <br />n <br />M <br />e <br />n <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />_ <br />R <br />v <br />t <br />2 <br />3 <br />_ <br />C <br />e <br />n <br />t <br />r <br />al <br />_ <br />k <br />s <br />o <br />w <br />l <br />e <br />y <br />. <br />r <br />v <br />t <br />FLOOR FRAMING <br />PLAN <br />S2.01-1/4" = 1'-0"PARTIAL FLOOR FRAMING PLAN <br />S2.01 <br />A <br />000EA001 <br />-1/4" = 1'-0"PARTIAL 2ND FLOOR RC PLAN <br />MOUNTING PAGE # <br />SEOR STAMP IS APPLICABLE ONLY <br />TO THE STRUCTURAL CONTENT OF <br />THE FOLLOWING DETAILS ON THIS <br />PAGE: <br />1401 N Tustin Ave Unit# <br />170 - TI1/27/2025