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4 <br />3 <br />9"L ILL F_: '9.'!1-].�'�.w _.I+r !�j!'9E L!.0 1L'.. 1.L!! L. �.!1.1 1.p :!I: IIIII ! !y II 1L I 1 <br />2 <br />1 <br />1 ! 1 1 1 1 '! ! IF IL <br />A <br />m <br />Ci <br />3 #12 WIRES AT EACH <br />5/8" FRT PLYWOOD <br />#8 SCREWS AT 12" O.C. MAX: <br />A SECTION <br />DO NOT ATTACH TO METAL DECK OR <br />BOTTOM CHORD OF TRUSSES. <br />ATTACH TO EXISTING TOP CHORD OF <br />TRUSSES PER CISCA 0-2 <br />UNISTRUT SYSTEM OR TOP <br />CHORD OF TRUSSES <br />PENDANT FIXTURE BELOW <br />5/8" FRT PLYWOOD <br />B PLAN <br />BLOCKING AT PENDANT LIGHT <br />V v / N.T.S. <br />r <br />�o <br />B2 SUSPENDED <br />- <br />CEILING. <br />FINISH FLOOR <br />ELEVATION <br />HANGER WIRE <br />/ PER DETAILS <br />TIE TWO ADJACENT WALLS TO <br />CEILING MAIN AND CROSS RUNNERS. <br />SUSPENDED CEILING BRACING <br />12 GA. MIN. HANGER WIRES, <br />RODS, OR FLATS - MAX. 4'-0" <br />O.C. AND NO MORE THAN 6" <br />FROM MAIN RUNNER ENDS - <br />1" MIN. FROM MASONRY <br />OR CONCRETE WALLS <br />FASTEN TO STEEL FRAMING, WOOD <br />FRAMING, CONCRETE STRUCTURE, <br />CONCRETE DECK, OR STEEL DECK PER <br />ES REPORT ER-4071 (PARA 2.2.2.) OR PER <br />CISCA 3-4 (FIGURES 2, 3, 4, AND 5) <br />2" X 2" SHEET METAL <br />ANGLE <br />5/8" GYP. BD <br />A PERIMETER SUPPORT <br />GRID -TYPE SUSPENSION <br />SYSTEM. COMPLY WITH <br />ADDITIONAL PROVISIONS OF <br />IBC SECTION 2508. G.0 SHALL <br />INSTALL SUSPENDED BOARD <br />CEILINGS IN COMPLIANCE <br />WITH ICC ESR 1289. <br />t%q, INSTALLATION OF SUSPENDED GYPSUM BOARD CEILING <br />�✓L / USING GRID SUSPENSION SYSTEM <br />HANGER WIRE <br />ALLOWABLE TENSION <br />#12 <br />170 lbs. 4'-0" OC MAX <br />#10 <br />300 lbs. 5'-0" OC MAX <br />45° MAX <br />45° MAX <br />VERTICAL - 12 GA HANGER <br />WIRE @ 4'-0" OC TO HILTI <br />(CC27XZF37) CEILING CLIP <br />& HANGER ASSEMBLY. <br />ICC-ES# ESR-2184. <br />45° <br />(3) TURNS <br />MIN IN 1 1/2" <br />(TYPICAL) <br />45° MAX <br />MAIN RUNNERV_ v \ <br />(4)-12 GA SPLAY WIRES <br />NOTE: CROSS TEE SPLAYED 90° FROM EACH <br />G.0 SHALL INSTALL ACOUSTIC OTHER AND 450 FROM CEILING <br />TILE CEILING IN ACCORDANCE PLANE 12" OC EACH WAY AND <br />WITH ICC ESR 1308, WITHIN 4'-0" OF EACH WALL <br />SUSPENDED CLNG NON -SEISMIC <br />3 5/8" METAL <br />STUD FRAMING <br />SHEET METAL <br />SCREW, TYP. <br />CENTERLINE <br />OF METAL <br />STUD <br />BLOCKING <br />ABOVE, TYP. - <br />18" X 18" FIBERGLASS <br />DROP -IN DOOR PANEL <br />ACCESS PANEL MANUFACTURED BY: <br />INTEX FORMS INC, (510) 887-8000 <br />18" x 18" GFRG FIBERGLASS ACCESS PANEL, <br />12"X12" GFRG FIBERGLASS ACCESS PANEL. <br />NOTE: THIS ACCESS PANEL IS NOT TO BE <br />USED IN FIRE -RATED LOCATIONS. <br />V-6" ACCESS OPENING <br />24" ROUGH OPENING <br />FILL, TAPE AND SAND <br />SMOOTH AT JOINT <br />BETWEEN FRAME AND <br />DRYWALL, TYP. <br />PUSH OUT ACCESS PANEL <br />V 1 / N.T.S. <br />• <br />TRUSS JOIST <br />HANGER WIRE <br />NOT TO EXCEED 4'-0" <br />'SPLAY BRACE WIRE <br />8" (MAX) OR 1/4 <br />LENGTH OF DIST <br />TO FIRST MAIN <br />CROSS TEE <br />MAIN RUNNER <br />SCHEDULED LAY <br />62 IN CEILING TILE -/ <br />CONTINUOUS HORIZONTAL <br />STRUT SHALL PREVENT <br />SPREADING OF WIRES — <br />\ SUSPENDED CEILING BRACING <br />ACCESS PANEL <br />FRAME, BY MFR. <br />(3) TURNS MIN IN <br />1 1/2" (TYP) AT <br />TRUSS JOIST <br />3/4" <br />T Mobi*leoD <br />12920 SE 38th STREET <br />BELLEVUE, WA 98006 <br />www.T-Mobile.com <br />COPYRIGHT NOTICE: <br />THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO <br />COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORM' UNDER SEC. 102 OF <br />THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED JANUARY 2003. THE PROTECTION <br />INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND <br />COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH <br />PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS <br />MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR <br />MONETARY LIABILITY. <br />ARCHITECT: <br />r -uzioN <br />9096 EAST BAHIA DRIVE <br />SUITE 103 <br />SCOTTSDALE, AZ 85260 <br />DESIGN c@FUZIONVE.COM <br />WWW.FUZIONVE.COM <br />VENDOR PROJECT NO: 21.11.212680 <br />OF* F( O <br />�I! `�`,`PM LOlitg ��4i� • 9 <br />tit <br />loo <br />D <br />02/10/2022 <br />CONSULTING ENGINEER: <br />N <br />W <br />Lu <br />0 r <br />W > M <br />VJJ <br />LL <br />V 0 J <br />— Ln J <br />0 <br />WJ2 <br />obi = <br />0o <br />CL <br />> N W <br />m�N <br />J <br />_J <br />a <br />DATE: February 5, 2022 <br />SCALE: AS NOTED <br />DRAWN BY: LEO V. <br />SAP NUMBER: <br />4SIR <br />CORPORATE TENANT REBUILD <br />LDC <br />SHEET TITLE: <br />CEILING DETAILS <br />SHEET NUMBER: <br />7� 111=1'-O" <br />4 I 3 I 2 I 1 <br />