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SCALE <br />NTSTYPICAL GYPSUM BOARD CEILING <br />NOTES: <br />1.PROVIDE LATERAL FORCE BRACING PER DETAIL 3/ID5.2, SIMILAR. <br />2.VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN CHAPTER 47 OF THE UNIFORM BUILDING CODE, <br />WITH THE ADDED REQUIREMENT THAT DISCONTINUOUS ENDS OF CROSS-RUNNERS AND MAIN RUNNERS <br />SHALL BE VERTICALLY SUPPORTED @ 8" MAX FROM SUCH DISCONTINUITIES WHICH OCCUR WHERE CEILING IS <br />DISRUPTED BY A WALL. <br />3.PROVIDE 118" x 112" x 20 GA ANGLE AT END OF EACH STUD TO CHANNEL. <br />#12 GA SPLAY BRACED <br />WIRES. REFER TO DETAIL 6 <br />& 7 ON THIS SHEET <br />8 GA VERTICAL WIRE @ <br />4'-0" O.C. FOR <br />ATTACHMENT TO STRUCT. <br />ABOVE SEE DETAIL 6 ON <br />THIS SHEET <br />REFER TO SCHEDULE <br />3/ID5.2 <br />112" 1.12 LBS/FT METAL <br />CHANNEL @ 4'-0" OC <br />METAL FURRING CLIPS OR <br />MIN 2 STRANDS 18 GA <br />WIRE TIES <br />1/4" MACHINE BOLT <br />7/8" x 26 GA GALV. METAL <br />FURRING CHANNEL 2'-0" <br />O.C. <br />5/8" TYPE "X" GYP. BD. <br />2 <br />3SCALE <br />3" = 1'-0"HANGING SOFFIT STUD ATTACHMENT <br />2-1/2" MET. STUD <br />BLOCKING SCREWED TO <br />STRUCTURE ABOVE <br />CONT 20 GA TOP TRACK <br />w/ 2 1/2" FLANGES. <br />ATTACH TO MET. STUD <br />BLOCKING W/ #10 SMS <br />METAL STUDS, TYPICAL <br />ATTACH TO TRACK W/ #8 SMS <br />EA. SIDE OF EACH STUD <br />COPE FLANGES OF CROSS <br />STUD AS REQUIRED <br />SCALE <br />1-1/2" = 1'-0"SOFFIT CEILING DETAIL <br />1' <br />- <br />3 <br />" <br />8' <br />- <br />6 <br />" <br /> <br />A <br />. <br />F <br />. <br />F <br />. <br />VARIES - REFER TO RCP <br />2'-0" MAX. <br />5/8" GYP. BD., <br />TYP. <br />CORNER BEAD, <br />TYPICAL 3-5/8" x 20 GA. METAL STUD <br />FRAMING @ 16" O.C. <br />CORNER BEAD, <br />TYPICAL <br />5/8" GYP. BD., TYP. <br />16 GA LEDGER TRACK <br />W/ #10 SCREWS @ <br />EACH SIDE <br />LINE OF EXISTING <br />CONC. WALL <br />3/8" Ø x 2" EMBED HILTI <br />KB-TZ @ 24" O.C. <br />ICC# ESR-1917 <br />3-5/8" x 20 GA. BLOCKING <br />@ 24" O.C. MAX. <br />3-5/8" x 20 GA. METAL STUD <br />FRAMING @ 48" O.C. FOR <br />ATTACHMENT TO <br />STRUCTURE ABOVE SEE <br />DETAIL 10/ID5.2 <br />1 <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unpublished work of MAD Studio and the same may not be duplicated, used 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 />ID5.2 <br />CONSTRUCTION DETAILS