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7 3 <br />5 <br />6 <br />9 1 <br />2 <br />8 <br />SCALE <br />N.T.S.TYPICAL CORNER/JOINT DETAIL <br />JOINT <br />END <br />CORNER <br />METAL CORNER BEAD W/ JOINT <br />COMPOUND & SAND SMOOTH <br />TAPE W/ JOINT COMPOUND & SAND SMOOTH <br />TAPE W/ JOINT COMPOUND & SAND SMOOTH <br />METAL CORNER BEAD W/ JOINT <br />COMPOUND & SAND SMOOTH <br />STAGGER JOINTS @ 24" MINIMUM <br />SCALE <br />3" = 1'-0"TYPICAL PARTITION INTERSECTION <br />PLAN C <br />PLAN A <br />PARTITION AS SCHEDULED <br />NOTE: GYPSUM BOARD IS NOT <br />CONTINUOUS. FILL INTERSECTION <br />CAVITY w/ ACOUSTICAL INSULATION <br />WHERE SCHEDULED <br />PLAN B <br />PLAN D <br />ACOUSTICAL <br />PARTITION AS <br />OCCURS <br />NOTE: GYPSUM <br />BOARD IS NOT <br />CONTINUOUS <br />SCALE <br />3" = 1'-0"OUTLET BOX @ PART w/ ACOUST INSUL <br />24" MIN <br />24" MIN <br />NOTE: SEPARATE CONDUIT <br />FOR OUTLET BOXES ON 2 SIDES <br />OF PARTITION. NO CONTACT <br />BETWEEN STUDS <br />NOTES: <br />1. PLACE OUTLET BOXES IN SEPARATE STUD SPACES <br />2. BACK-TO-BACK OUTLETS NOT PERMITTED <br />3. PLUG ALL UNUSED KNOCK-OUTS IN OUTLET BOXES WIT KNOCK-OUT CAPS <br />4. DEPTH OF OUTLET BOX MUST BE COMPATIBLE WITH STUD SIZE IN ORDER TO ACCOMMODATE BOX PAD <br />5. ACOUSTICAL BOX PAD REQUIREMENT APPLIES TO ALL PARTITIONS WITH ACOUSTICAL INSTALLATION <br />- APPLIES TO POWER, PHONE COMMUNICATIONS, ETC <br />TYPICAL DOUBLE STUD PARTITION WITH SOUND ISOLATION <br /> (SIMILAR FOR STAGGERED STUDS) <br />TYPICAL SINGLE STUD PARTITION WITH SOUND ISOLATION <br />CONTINUOUS ACOUSTICAL <br />SEALANT AROUND ENTIRE <br />PERIMETER (TYP.) <br />TYPICAL OUTLET BOX <br />PARTITION AS SCHEDULED <br />BOX PAD <br />PARTITION AS SCHEDULED <br />SCALE <br />1-1/2" = 1'-0"FIRE EXTINGUISHER CAB (RATED/NR) <br />4' <br />- <br />0 <br />" <br /> <br />A <br />F <br />F <br /> <br />T <br />O <br /> <br />T <br />O <br />P <br /> <br />O <br />F <br /> <br />C <br />A <br />B <br />I <br />N <br />E <br />T <br />, <br /> <br />U <br />. <br />O <br />. <br />N <br />. <br />ROUGH OPEN'G <br />VERIFY DIM. <br />W/ FEC SPEC <br />RO <br />U <br />G <br />H <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />VE <br />R <br />I <br />F <br />Y <br /> <br />W <br />/ <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />RECESSED/ SEMI-RECESSED <br />FIRE EXTINGUISHER CABINET. <br />PROVIDE RATED CABINET AT <br />RATED WALLS <br />5/8" TYPE 'X' GYP BD AT <br />TOP, BOTTOM AND SIDES <br />OF RECESS <br />2 LAYERS OF 5/8" TYPE 'X' <br />GYP. BD. <br />PARTITION AS SCHEDULED. <br />PROVIDE 6" STUD AS <br />REQUIRED. REFER TO PLAN <br />SCALE <br />3" = 1'-0"ALUMINUM DOOR FRAME DETAIL <br />DOOR FRAME SILL B <br />A <br />DOOR FRAME JAMB C <br />PARTITION AS SCHEDULED <br />ALUMINUM DOOR FRAME <br />FRAME BEYOND <br />2" <br />VARIES <br />VERIFY PART. WIDTH <br />DOOR AS SCHEDULED <br />4" <br />PERPENDICULAR PARTITION <br />AS OCCURS <br />PARTITION AS SCHEDULED <br />ALUMINUM FRAME <br />DOOR HINGE, REFER TO <br />HARDWARE SCHEDULE <br />DOOR AS SCHEDULED <br />1 <br />1 <br />/ <br />2 <br />" <br />DO <br />O <br />R <br /> <br />O <br />P <br />E <br />N <br />' <br />G <br />RE <br />F <br />E <br />R <br /> <br />T <br />O <br /> <br />S <br />C <br />H <br />E <br />D <br />. <br />DOOR OPEN'G <br />REFER TO SCHED. <br />2" <br />2" <br />VA <br />R <br />I <br />E <br />S <br />VE <br />R <br />I <br />F <br />Y <br /> <br />P <br />A <br />R <br />T <br />. <br /> <br />W <br />I <br />D <br />T <br />H <br />1 1/2" <br />DOOR FRAME HEAD <br />2" <br />1/ <br />2 <br />" <br />MA <br />X <br />. <br />DOOR AS SCHEDULED <br />LINE OF FINISH FLOOR <br />LINE OF CONCRETE <br />FLOOR <br />17SCALE <br />6" = 1'-0"FLOOR TRANSITION TO CONC.DET. <br />CONCRETE FLOOR <br />FLOOR FINISH AS <br />SCHEDULED, FLOAT AS <br />REQUIRED <br />METAL REDUCER STRIP, <br />CONTRACTOR TO PROVIDE <br />SAMPLES FOR APPROVAL PRIOR TO <br />INSTALLATION <br />FULL DEPTH WOOD <br />BLOCKING <br />METAL STUDS, TYPICAL <br />CONT 16 GA (MODEL 54) <br />CEMCO CST/SLIP-TRK <br />SLOTTED (ICC-ESR-2012) <br />#10 SMS ONE AT <br />EA. SIDE OF STUD <br />SCREW TO PLATE W/ <br />(2) #8 SMS <br />5/ <br />8 <br />" <br /> <br />M <br />A <br />X <br />. <br />DE <br />F <br />L <br />E <br />C <br />T <br />I <br />O <br />N <br />GA <br />P <br />SCALE <br />3" = 1'-0"METAL STUD ATTACHMENT <br />45° <br />45° <br />PERPENDICULAR <br />TO JOIST <br />PARRALLEL <br />TO JOIST <br />SCALE <br />NTSTYP. DIAGONAL BRACING DETAIL <br />EXISTING STRUCTURE ABOVE <br />212" X 20 GA METAL STUD <br />DIAGONAL BRACING AT 48" <br />OC MAX <br />ATTACH w/ <br />#12 SMS <br />CEILING AS SCHEDULED. <br />REFER TO REFLECTED <br />CEILING PLAN <br />FULL DEPTH WOOD <br />BLOCKING. REFER TO <br />STRUCTURAL DWGS. FOR <br />ATTACHMENTS <br />~(E) WOOD JOIST BEYOND <br />(E) WOOD JOIST BEYOND <br />212" X 20 GA METAL STUD <br />DIAGONAL BRACING AT 48" <br />OC MAX <br />CEILING AS SCHEDULED. <br />REFER TO REFLECTED <br />CEILING PLAN <br />ATTACH w/ <br />#12 SMS <br />EXISTING STRUCTURE ABOVE <br />FULL DEPTH WOOD <br />BLOCKING. REFER TO <br />STRUCTURAL DWGS. FOR <br />ATTACHMENTS <br />SCALE <br />3" = 1'-0"FLOOR / WALL QUARRY TILE DETAIL <br />6" <br /> <br />M <br />I <br />N <br />. <br /> <br />U <br />P <br />T <br />U <br />R <br />N <br />QUARRY WALL TILE AS <br />SCHEDULED O/ THINSET <br />OR MORTER BED <br />3 8" MAX. GROUT JOINT <br />QUARRY FLOOR TILE <br />(REFER TO FINISH FLOOR <br />PLAN) <br />WATERPROOF MEMBRANE <br />(MER-KRETE 300 OR <br />APPROVED EQUAL) <br />5/8" WATER RESISTANT <br />GYP.BD. <br />CEMENTITIOUS BACKER <br />BOARD <br />PARTITION AS SCHEDULED <br />EXISTING. FLOOR <br />A <br />B <br />C <br />LINE OF NEW CEILING <br />QUARRY COVE BASE - <br />FLOOR/WALL TRANSITION <br />RE <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />E <br />L <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />SCALE <br />3" = 1'-0"WALL TILE DETAIL <br />6" <br /> <br />M <br />I <br />N <br />. <br /> <br />U <br />P <br />T <br />U <br />R <br />N <br />WALL TILE AS SCHEDULED <br />O/ THINSET OR MORTER <br />BED <br />316" MAX. GROUT JOINT <br />FLOOR TILE <br />(REFER TO FINISH FLOOR <br />PLAN) <br />WATERPROOF MEMBRANE <br />(MER-KRETE 300 OR <br />APPROVED EQUAL) <br />5/8" WATER RESISTANT <br />GYP.BD. <br />CEMENTITIOUS BACKER <br />BOARD <br />PARTITION AS SCHEDULED <br />CONC. FLOOR <br />A <br />B <br />C <br />LINE OF NEW CEILING <br />3/8" SCHLUTERS®-DILEX-AHK <br />SS - FLOOR/WALL TRANSITION <br />RE <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />E <br />L <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />10 <br />Sheet Title: <br />ISSUE DATE <br />ISSUE FOR PLANCHECK 12.22.2025 <br />All drawings and written material appearing herein constitute the original and <br />unpublished work of MAD Studio and the same may not be duplicated, used <br />or disclosed without the written consent of MAD Studio. <br />Sheet No.: <br />ISSUE DESCRIPTION <br />ENGINEER/CONSULTANT <br />ARCHITECT/ENGINEER STAMP <br />30 <br />5 <br /> <br />W <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />CA <br />F <br />E <br />OA <br />S <br />I <br />S <br />CLIENT <br />www.madstudiola.com <br />CITY STAMP <br />Project Director: <br />Project Designer: <br />Project Tech: <br />Project No:25030.300E.M. <br />E.M. <br />S.P. <br />ISSUED FOR MEP 01.13.2026 <br />ISSUED FOR PLAN CHECK COMMENTS- PLANNING DEPT.01.22.2026 <br />ISSUED FOR PRICING 02.17.2026 <br />ISSUED FOR PLAN CHECK COMMENTS - PLANNING DEPT.02.20.2026 <br />ISSUED FOR COUNTY REVIEW 03.24.2026 <br />ISSUED FOR ADDENDUM A 03.27.2026 <br />ISSUED FOR BUILDING DEPT REVIEW 04.08.2026 <br />ISSUED FOR BUILDING DEPT REVIEW - RESUBMITTAL 05.05.2026 <br />ISSUED FOR BUILDING DEPT CORRECTIONS 05.20.2026 <br />ID5.1 <br />CONSTRUCTION DETAILS <br />A <br />A <br />A