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- PULL SIDE <br />MANEUVERING <br />CLEARANCE <br />PUSH SIDE <br />NOTE: <br />X = 12" MIN. IF THE DOOR HAS <br />BOTH A CLOSER AND A LATCH <br />FRONT APPROACH <br />NOTE: <br />X = 36" MIN. IF Yl = 60" : <br />X = 42" MIN. IF Y1 = 54" <br />PULL SIOF <br />PUSH SIDE <br />NOTE: <br />Y2 = 42" MIN.: <br />Y2 = 46" MIN. IF THE DOOR HAS <br />BOTH A CLOSER AND A LATCH <br />HINGE SIDE APPROACH <br />MANEUVERING <br />CLEARANCE <br />NOTE: <br />Y1 = 46" MIN. <br />YI = 54" MIN. IF THE DOOR HAS <br />A CLOSER <br />PULL SIDE <br />MANEUVERING <br />CLEARANCE <br />PUSH SIDE <br />NOTE: <br />Y2 = 42" MIN, <br />Y2 = 45" MIN. IF THE DOOR HAS <br />A CLOSER <br />LATCH SIDE APPROACH <br />DTYPICAL MANEUVERING CLEARANCES AT DOORWAYS <br />SCALE: 3/16" = 1'-0" <br />MANEUVERING <br />CLEARANCE <br />X <br />/ 'fix <br />FRONT APPROACH <br />MANEUVERING <br />CLEARANCE <br />i <br />SIDE APPROACH <br />CLEARANCES WITHOUT DOORS <br />PULL SIDE MANEUVERING PUSH SIDE <br />CLEARANCE j rl <br />MANEUVERING <br />CLEARANCE <br />x <br />x <br />PUSH SIDE <br />MANEUVERING PUSS.} SIDE <br />CLEARANCE <br />x <br />PULL SIDE <br />NOTE: <br />DOOR PROVIDED WITH <br />BOTH CLOSER AND LATCH <br />PULL SIDE <br />• X = DEPTH <br />OF RECESSED WALL <br />CLEARANCES AT RECESSED DOORS <br />A <br />°o <br />Q <br />DOORS IN A SERIES <br />�z <br />WE 3: <br />oF- <br />00 <br />Q3 <br />i <br />60" , <br />MIN. <br />C <br />DIMENSION PLAN NOTES <br />1. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY <br />2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT <br />4" OR 6" WIDE UN.O. - BLOCK WALLS ARE DRAWN AT 6" WIDE U.N.O. <br />3. 6" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO <br />FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO <br />CENTER OF WALL, U.N.O. <br />4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS <br />COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY <br />WALLS <br />3/4' <br />METAL STUDS <br />AT Iro" O.G. <br />1/2" GYPSUM <br />WALLBOARD <br />2x BUCK <br />.000D TRIM TO <br />MATCH DOOR <br />=RAME PROFILE <br />jejWOO CASED OiENINCx <br />SCALE: 3" = 1'-0" <br />20 GA. STEEL CHANNEL <br />FASTEN TO STRUCTURE <br />ABOVE <br />3 5/6" 25 GA. <br />GALv. STEEL <br />STUDS AT 6'-O" <br />LAY -IN ACOUSTICAL <br />OR GYPSUM BOARD <br />CEILING. <br />1/2" x 46" WIDE G.W.B. APPLIED <br />HORIZONTALLY OR VERTICALLY, <br />CORNER JOINTS OVER STUDS, <br />STAGGER 16" O.G. OPPOSITE SIDES. <br />ATTACH TO STUDS AND RUNNERS <br />WITH 1" LONG TYPE "S" SCREWS AT <br />THE JOINTS 4 RUNNER CHANNELS <br />1/2" TO 3/4" FROM EDGES OF G.W.B. <br />SCREWS SHALL BE SPACED 6" O.C. <br />ALONG EDGES OF BOARD AND 12" <br />O.C. IN THE FIELD, COVER JOINTS <br />WITH TAPE AND JOINT COMPOUND <br />PER GA - WP - 1200. INCREASE <br />METAL STUD THICKNESS AS <br />REQUIRED FOR PLUMBING AND <br />ELECTRICAL. <br />3 5/6" OR 6" (SEE. FLOOR PLAN) <br />GALV. STEEL STUDS AT 16" O.C, 20 <br />GA.STUDS AT WALL MOUNTED <br />EQUIPMENT <br />R-11 BLANKET INSULATION AT <br />SOUND PROOF PARTITIONS ONLY. <br />25 GA. GALv. STEEL 'CHANNEL <br />FASTEN TO SLAB AT 24" O.C. <br />FLOOR SLAB <br />O D IMES I ONED FLOOR PLAN <br />O Tl'P. NON - RATE D PART I T I ON <br />SCALE: 3/16" = 1'-0" A A SCALE: 1 1/2" = V-0" <br />