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IFFY MnTFI,- <br />BOTTOM OF ROOF STRUCTURE. <br />BRACING 0 4'-O" O.C. <br />STAGGER WHEN POSSIBLE <br />O CONT. TRACK (GA. TO MATCH <br />METAL STUD GA.) <br />4� METAL STUD 0 16" O.C., U.N.Q. <br />SEE SHHED. FOR SIZE <br />(2X6 STUDS ® 16" O.C. WHERE <br />SHEAR WALL OCCURS) <br />O ROOFING, SEE SPECS. <br />a6 CONT. TRACK 1 1/4" FLANGE <br />(GA. TO MATCH STUD GA.) <br />�7 CONC. SLAB, SEE STRUCT. DWGS. <br />a HILT. PNEUMATIC SHOT PIN .145 DIA <br />016"O.C. 1" EMBED, ICBO. #2388. <br />® 16 CA UNPUNCHED SLIP TRACK <br />SLIP /TRACK (2 1/2" <br />VENT SLOTS LIN EEACHS) W/FLANGE4 AT 11 "4 O.C. <br />10 PLYWOOD SHEATHING WHERE SHEAR WALL <br />OCCURS. SEE STRUCT. DWGS. <br />11 EXTEND GYP. BD. TO UNDERSIDE OF <br />ROOF SHEATHING AT RATED WALL. <br />OTHERWISE STOP GYP. BD. AT <br />BOTTOM OF STRUCTURE. <br />12 FIRE TAPE WALL CONT. AT RATED WALL <br />13 SOUND INSULATION, FULL HEIGHT <br />14 CONT SEALANT, TYPICAL <br />15 2X FIRE STOP BLOCKING AT MID <br />HEIGHT 10'-0" O.C. MAX. AT WOOD <br />FRAMED WALL, <br />16 5/5" TYPE 'X' GYP. BD. BOTH <br />SIDES OF STUDS <br />Q SUSP. CEILING GRID SYSTEM <br />WITH ACOUST. PANELS. VERIFY <br />11LIL01-11 VVI <br />SEE DETAILH28L& 29/TA-1. FULL HEIGHT PARTITION <br />0 <br />18 5/8" GYP. BD. <br />99 EXTEND GYP. BD. TO UNDERSIDE OF <br />ROOF IF CEILING IS OPEN TO STRUCTURE. <br />® EXISTING DEMISING WALL <br />DEMISING WALL/ PARTITION WALL <br />FULL HEIGHT PARTITION a <br />Al TWO HOUR BARRIER <br />WOOD STUD: GA FILE NO, WP 4136 <br />MI STUD: GA FILE NO. WP 1716 (UL: U425) <br />INSTALL BATT OR RIGID INSULATION FROM FLOOR <br />TO UNDERSIDE OF ROOF DECK. "R" VALUE AS <br />REQUIRED BY TITLE 24 REPORT. SEE MECHANICAL <br />DRAWINGS. <br />22 2 LAYER 5/8" TYPE 'X' GYP. BD. BOTH TYPICAL INTERIOR WALL SECTIONS <br />SIDES OF STUDS <br />Q FILL VOID W/ MINERAL WOOL <br />PARTITION WALL <br />0 <br />FUR WALL <br />INT. MFTAI �TIIn SC'HFMJI F <br />HEIGHT <br />BTN. SUPPORT <br />ICBO #ER -4943P <br />INTERIOR METAL STUD SIZE & SPAC'G <br />REMARK <br />0 TO 12'-0" <br />1 1/4x 3 5/8x 25 GA. 0 16" O.C. <br />0 TO 15'---0" <br />0 TO 23'--0" <br />1 1/4x 3 5/8x 20 GA. 0 16" O.C. <br />1 1/4x 6"x 20 GA. 016" O.C. <br />0 TO 26'-0" <br />1 1/4x 8"x 18 GA. 016" O.C. <br />.� <br />U <br />c[ <br />N <br />BRACING <br />LENGTH <br />SIZE <br />SCREWS <br />6' OR UNDER <br />3 5/8"x 25 GA. <br />3-#10 EA. END <br />6'--1" TO 12' <br />4"x 20 GA. <br />3-#10 EA. END <br />12'-1 " TO 16' <br />6"x 20 GA. <br />3-#10 EA. END <br />KEY NOTE: <br />1. PROVIDE 5/8" PLYWOOD BACKING <br />TO SUPPORT WP -1 FINISH (SEE <br />ELEVATIONS) <br />� E I <br />DIMENSIONED FLOOR PLAN <br />SCALE: 114" = 1'-0" <br />ca <br />N E <br />� N <br />M r <br />�} C) Ca <br />N i? = <br />co� O <br />CL lqr cn <br />Q J LL cn <br />a) <br />� I� <br />Z� L <br />LL1 � +. <br />Lu r: I• Q <br />0 � c <br />W 0 <br />Lo [� <br />to <br />THIS DRAWING IS AN INSTRUMENT OF <br />SERVICE AND AS SUCH SHALL REMAIN <br />THE PROPERTY OF NEPTUNE DESIGN <br />GROUP LLC. UNAUTHORIZED USE OF <br />REPRODUCTION WITHOUT PERMISSION <br />OF THE ARCHITECT IS PROHIBITTED. <br />THIS DRAWING IS ONLY FOR USE IN <br />CONNECTION WITH THIS PROJECT AND <br />SHALL NOT BE USED FOR OTHER <br />LOCATIONS. COPYRIGHT 2017. <br />I REVISION I <br />I DATE: 05.14-2018A <br />DIMENSION PLAN <br />A2.1 <br />cr <br />W <br />O <br />z <br />L <br />w <br />.� <br />U <br />c[ <br />N <br />zv <br />o <br />U <br />0 <br />Lu <br />Q <br />0 <br />0 <br />J <br />0 <br />Vi <br />0 <br />a <br />00 <br />C <br />0 <br />a <br />d <br />a <br />d <br />I REVISION I <br />I DATE: 05.14-2018A <br />DIMENSION PLAN <br />A2.1 <br />