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1 <br />3 <br />SCALE <br />3" = 1'-0"FLOOR-TO-STRUCT ABOVE PART. (NR) <br />TY <br />P <br />E <br />SIZE GA <br />STEEL STUD <br />SPAN NOTES/REMARKSINSUL <br />PARTITION TYPE "C1" <br />CONC SLAB <br />FLOOR FINISH AS <br />SCHEDULED <br />METAL STUD. REFER TO <br />CHART ABOVE FOR SIZE, <br />GAUGE, AND SPAN <br />CEILING AS SCHEDULED. <br />REFER TO REFLECTED <br />CEILING PLAN FOR <br />CEILING TYPE & HEIGHT <br />#10 SMS, ONE AT EA <br />SIDE OF STUD <br />600S162-54 @ 16" O.C. <br />CEILING JOISTS <br />FLOOR FINISH AS <br />SCHEDULED <br />CONC SLAB <br />CONTINUOUS <br />ACOUSTIC SEALANT <br />WALL BASE AS <br />SCHEDULED #10 SMS ONE AT EACH <br />SIDE OF STUD <br />CONT UNPUNCHED 20 <br />GA FLOOR TRACK <br />ANCHORED TO SLAB <br />PROVIDE FRICTION-FIT <br />BATT INSULATION WHEN <br />INDICATED ABOVE <br />0.145"Ø x 1" EMBED POWDER <br />ACTUATED FASTENERS @ 32" O.C. <br />1 LAYER OF 5/8" THICK <br />TYPE "X" GYPSUM BOARD <br />AT EA SIDE OF STUD <br />GYPSUM BOARD NOTES: <br />1. ALL GYP BD SHEETS <br />ARE TO RUN VERTICALLY. <br />2. NO JOINTS EXCEPT AT <br />STUDS. <br />3. SEAL ALL <br />PENETRATIONS. <br />4. PROVIDE <br />WATER-RESISTANT GYP. <br />BD. AT WET AREAS. <br />5. ALL DUCTS <br />PENETRATING THIS <br />PARTITION SHALL <br />RECEIVE FIRE/SMOKE <br />DAMPERS. <br />8' <br />- <br />6 <br />" <br /> <br />N <br />T <br />S <br />7/16" OSB PANEL <br />SHEATHING <br />C1 3-5/8"20 GA 16"R13 <br />11 <br />' <br />- <br />0 <br />" <br /> <br />N <br />T <br />S <br />7/16"SHEATHING W/ <br />#8 SCREWS @ 6" OC. <br />(ALL EDGES) <br />SCALE <br />3" = 1'-0"FLOOR-TO-STRUCT ABOVE PART. (NR) <br />TY <br />P <br />E <br />SIZE GA <br />STEEL STUD <br />SPAN NOTES/REMARKSINSUL <br />PARTITION TYPE "C2" <br />FLOOR FINISH AS <br />SCHEDULED <br />CONTINUOUS <br />ACOUSTICAL SEALANT <br />WALL BASE AS <br />SCHEDULED <br />C2 3-5/8"20 GA 16"R13 <br />SCHEDULED CEILING <br />CONC SLAB <br />#10 SMS ONE AT <br />EA SIDE OF STUD <br />CONT UNPUNCHED 20 GA <br />FLOOR TRACK <br />ANCHORED TO SLAB <br />PROVIDE FRICTION-FIT <br />BATT INSULATION <br />WHEN INDICATED ABOVE <br />1 LAYER OF 5 8" THICK TYPE "X" <br />GYPSUM BOARD AT EACH <br />SIDE OF STUD <br />GYPSUM BOARD NOTES: <br />1.ALL GYP BD SHEETS ARE <br />TO RUN VERTICALLY. <br />2.NO JOINTS EXCEPT AT <br />STUDS. <br />3.SEAL ALL PENETRATIONS. <br />4.PROVIDE <br />WATER-RESISTANT GYP BD <br />AT WET AREAS. <br />REFER TO <br />RCP <br />11 <br />' <br />- <br />0 <br />" <br />PROVIDE ACOUSTICAL <br />SEAL, BOTH SIDES <br />600S162-54 @ 16" O.C. <br />CEILING JOISTS <br />7/16"SHEATHING W/ <br />#8 SCREWS @ 6" OC. <br />(ALL EDGES) <br />7/16" OSB PANEL <br />SHEATHING <br />0.145"Ø x 1" EMBED POWDER <br />ACTUATED FASTENERS @ 32" O.C. <br />SCALE <br />3" = 1'-0"LOW-HEIGHT FURR PARTITION <br />FLOOR FINISH AS <br />SCHEDULED <br />FLOOR (E) <br />UL COMPLYING FASTENERS. <br />ONE AT EA SIDE OF EA <br />STUD <br />CONT UNPUNCHED 20 GA <br />FLOOR TRACK ANCHORED <br />TO SLAB <br />CONTINUOUS <br />ACCOUSTICAL SEALANT <br />(BOTH SIDES) <br />1 LAYER OF 5/8" THICK <br />TYPE "X" GYPSUM BOARD <br />AT FRONT SIDE OF STUD <br />GYPSUM BOARD NOTES: <br />1. ALL GYP BD SHEETS ARE <br />TO RUN VERTICALLY. <br />2. NO JOINTS EXCEPT AT <br />STUDS. <br />3. SEAL ALL <br />PENETRATIONS. <br />CONT. CORNER BEAD, <br />PAINTED TO MATCH WALL <br />METAL STUD FRAMING. REFER <br />TO CHART ABOVE FOR SIZE, <br />GAUGE AND SPAN <br />STEEL PLATE AT BASE OF <br />STRUCT. STEEL TUBE <br />STEEL STUDS: ICC-ESR-3064P <br />HILTI X-U SHOT PIN - 0.157 <br />DIA X 1" EMBED @ 24" O.C. <br />(ICC ESR 2269) <br />TY <br />P <br />E <br />SIZE GA <br />STEEL STUD <br />SPAN NOTES/REMARKSINSUL <br />PARTITION TYPE "P" <br />F1 2-1/2"20 GA 24"R13 <br />TOP OF MILLWORK PER <br />PLAN <br />EXISTING CONCRETE <br />PERIMETER WALL <br />5 <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 />ID5.0 <br />CONSTRUCTION DETAILS