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54" MIN TOILET 18" MIN 18" MIN 24" MIN <br />LD HOLDER <br />NOL.DER <br />1 42" MIN <br />77 LAY <br />if M <br />71cp M CLEAR FLOOR <br />SPACE <br />HANDICAP TOILET DETAIL --------------- <br />60" MIN <br />GRAS BARS <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 />I. 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 LEW THAN 250 LBS APPLIED AT ANY POINT. <br />DOWNWARD OR HORIZONTALLY. <br />4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTI RE <br />LENGTH. <br />SPECIAL NOTES GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS <br />ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF <br />THE LAW WI4ETHER CENTER SUPPORTS EXIST OR NOT. <br />S. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED <br />AT THE LEADING EDGE OF THE WATER CLOSET. <br />------------------ <br />6" MAX. ------- <br />TOE CLEARANCE r1l, <br />------ z 4 <br />i <br />I I <br />I <br />III' 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 34N FROM THE FINISH FLOOR. EACH <br />SINK SHALL BE MIN@MUM OF Fs 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 v 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 19" UNDERNEATH THE LAVATORY <br />OR SINK <br />RIOR STAIR DETAIL <br />k loo' o" <br />FOUNDATION FLAN 3/1t0 011 <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />fts- <br />. <br />. —HAS* D L. KIDDEY" P.E. <br />FLORIDA ur-Ewwz: NUM£5>:2 3ivuo <br />I HERBY CERTIFY T14AT THESr- ',=LANE+ AND SPECIFICATIO NO <br />WERE PREPAREI> EBY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 O F THE <br />FLORIDA BUILDING, CODE 2001 FOR 120 MPH (3 SECOND GUST) <br />WIND ZONE - 100 MPH FA6TEST SPEED AND THE ENTIRE 2001 <br />FLORIDA BUILDING CODE AND 2009 SUPPLEMENTS <br />by <br />Z <br />V ^ y <br />W <br />�yHHp <br />2 tic1,4 <br />C9 �► eh V QO <br />WooC�: <br />p O -`, cOo <br />cq <br />O�y^ <br />V <br />yZ O H <br />3 y w 1 -4 <br />w <br />2�p�eN2 <br />C <br />�Hpt� <br />0 <br />r <br />w``' <br />M � <br />Uu <br />L <br />Z L s o <br />z Q) -- 0 <br />c Q? ll <br />z L L <br />T <br />3 0 � <br />LLI U� <br />,>7 s u <br />(d)o`c <br />W <br />0 <br />z <br />0 <br />m <br />� O M <br />Z <br />W Z <br />Q Q � <br />l� <br />V <br />_z <br />H <br />Q�00 <br />u- <br />(L <br />Lu O <br />L <br />4OFro <br />