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------------------ <br />6" MAX. -- - - - - -- X <br />TOE CLEARANCE r <br />- - - - - - ? 4 4 <br />z z = <br />I I I Ql m et <br />I I 1 <br />I 1 <br />1 I <br />� I I <br />I 1 <br />I I <br />I I <br />11" MAX LAV DEPTH 8" MIN KNEE CLEARANCE <br />HANDICAP SINK DETAIL <br />SINK <br />I. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM <br />NO HIGHER THAN 34" FROM THE FINISH FLOOR, EACH <br />SINK SHALL BE MINIMUM OF 6 1/2" DEEP. <br />2, CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN <br />UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER <br />OR 52" BY 12 FINISH INSIDE DIMENSIONS ADJACENT TO <br />THE LAVATORY AREA, SUCH CLEAR FLOOR SPACE SHALL <br />ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL <br />EXTEND A MAXIMUM OF IS" UNDERNEATH THE LAVATORY <br />OR SINK <br />X <br />HANDICAP TOILET DETAIL <br />15" MIN 18 IN 24 MIN <br />LA Y <br />1 <br />1 I <br />I <br />1 <br />CLEAR FLOOR <br />SPACE <br />--------- - - - - -- <br />60 MIN <br />GRAS BARS <br />54" MIN TOILET <br />PAPER <br />HOLDER <br />42" MIN <br />r — � T <br />A GRAB BAR SHALL BE PROVIDE. LOCATED 33" INCHES <br />FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED <br />VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF <br />NOT MORE THAN 1/2 INCH AND= <br />1, SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES <br />2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN <br />THE RAIL AND THE WALL. <br />3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND <br />A LOAD OF NOT LESS THAN 250 LBS APPLIED AT ANY POINT. <br />DOWNWARD OR HORIZONTALLY. <br />4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE <br />LENGTH, <br />SPECIAL NOTE: GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS <br />ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF <br />THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT, <br />5. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED <br />AT THE LEADING EDGE OF THE WATER CLOSET, <br />ROOF DECK <br />METAL GRID SYSTEM AND STANDARD <br />2' X 4' DROP IN CEILING TILE <br />3 5/8" 12 GA, METAL STUDS SECURE STUD WALL AT <br />BOTTOM THROUGH STEEL TRACK WITH MASONRY <br />ANCHORS THAT PENETRATE CONCRETE MINIMUM I" <br />SPACED 24" OC AND AT TOP WITH 0 6XI" DRYWALL <br />SCREWS AT ROOF DECK <br />EXISTING CONCRETE SLAB <br />(2) LAYERS 5/8" TYPE <br />X FIRE RATED DRYWALL <br />EACH SIDE OF WALL <br />2 HOUR r-IRE WALL DETAIL U.L. DE51GN U495 <br />NOT TO SCALE <br />EXISTING ROOF <br />1/2" 2' X 4' DROP IN CEILING TILE <br />AND METAL GRID SYSTEM, <br />3 518" 25 GA, METAL STUDS WITH 1/2" GYPSUM WALL <br />BOARD EACH SIDE. SECURE STUD WALL AT BOTTOM <br />THROUGH STEEL TRACK WITH MASONRY ANCHORS <br />THAT PENETRATE CONCRETE MINIMUM I" SPACED <br />24" OC AND AT TOP WITH ZIP PEAL STRIP SCREWED <br />TO METAL CEILING TILE GRID SYSTEM <br />TYPICAL INTERIOR METAL STUD WALL DETAIL <br />NOT TO SCALE <br />vi <br />m <br />N <br />v <br />ut <br />m <br />a <br />HANDICAP TOILET DETAIL <br />15" MIN 18 IN 24 MIN <br />LA Y <br />1 <br />1 I <br />I <br />1 <br />CLEAR FLOOR <br />SPACE <br />--------- - - - - -- <br />60 MIN <br />GRAS BARS <br />54" MIN TOILET <br />PAPER <br />HOLDER <br />42" MIN <br />r — � T <br />A GRAB BAR SHALL BE PROVIDE. LOCATED 33" INCHES <br />FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED <br />VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF <br />NOT MORE THAN 1/2 INCH AND= <br />1, SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES <br />2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN <br />THE RAIL AND THE WALL. <br />3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND <br />A LOAD OF NOT LESS THAN 250 LBS APPLIED AT ANY POINT. <br />DOWNWARD OR HORIZONTALLY. <br />4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE <br />LENGTH, <br />SPECIAL NOTE: GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS <br />ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF <br />THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT, <br />5. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED <br />AT THE LEADING EDGE OF THE WATER CLOSET, <br />ROOF DECK <br />METAL GRID SYSTEM AND STANDARD <br />2' X 4' DROP IN CEILING TILE <br />3 5/8" 12 GA, METAL STUDS SECURE STUD WALL AT <br />BOTTOM THROUGH STEEL TRACK WITH MASONRY <br />ANCHORS THAT PENETRATE CONCRETE MINIMUM I" <br />SPACED 24" OC AND AT TOP WITH 0 6XI" DRYWALL <br />SCREWS AT ROOF DECK <br />EXISTING CONCRETE SLAB <br />(2) LAYERS 5/8" TYPE <br />X FIRE RATED DRYWALL <br />EACH SIDE OF WALL <br />2 HOUR r-IRE WALL DETAIL U.L. DE51GN U495 <br />NOT TO SCALE <br />EXISTING ROOF <br />1/2" 2' X 4' DROP IN CEILING TILE <br />AND METAL GRID SYSTEM, <br />3 518" 25 GA, METAL STUDS WITH 1/2" GYPSUM WALL <br />BOARD EACH SIDE. 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