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38421 5th Ave (3)
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38421 5th Ave (3)
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Last modified
3/3/2025 6:45:36 PM
Creation date
2/18/2025 3:25:25 PM
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Building Plans
Street #
38421
Location
5th Ave
Contractor
Stine Construction
Building Plans - Permit #
22120
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9" VTR � 4 i131- X/TR <br />------------------ <br />6"MAX.------- <br />TOE CLEARANCE <br />z z <br />I <br />17" MAX LAV DEPTH �-- 8" MIN KNEE CLEARANCE <br />HANDICAP SINK DETAIL <br />1. 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 72" 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 />DOWN TO SANITARY I INF RFI OW <br />54" MIN TOILET <br />PAPER <br />42" MIN HOLDER <br />HANDICAP TOILET DETAIL <br />18" MIN <br />I/ '1 <br />I CLEAR FLOOR <br />SPACE <br />--------------- <br />GRAB BARS t 6C <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 <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 />ALL PLUMBING FIXTURES TO BE CHOSEN BY OWNER <br />ADA COUNTER SECTION DETAIL <br />NOT TO SCALE <br />FRONT VIEW <br />3' 2%2" <br />MINIMUM CLEAR OPENING <br />I C\/CI rIAIC CAK11-rADV nDAIIV I IKID DI AAI IMP" — 1' (1" <br />V <br />M <br />N <br />z <br />Z <br />M <br />M <br />O00O <br />O <br />O <br />N <br />Z <br />LL <br />Zz� <br />CD <br />N <br />M <br />U' <br />C� U <br />'-' <br />Lu w <br />oLu <br />LL' <br />W <br />Q <br />C <br />CR <br />A <br />LL o- <br />M <br />N <br />m <br />O <br />O <br />N <br />cM <br />w <br />U_ <br />= <br />LL <br />ziO <br />LL <br />M <br />N <br />W <br />n�/ <br />cr <br />Q v <br />CM <br />J <br />w <br />rLLN <br />W <br />�v6M <br />W w N <br />oWn <br />fznn <br />V <br />LV <br />z <br />m <br />w <br />" z <br />'n — <br />wo <br />= <br />�z <br />06 <br />z <br />U) <br />w <br />z <br />0Z) <br />_m <br />Z <br />U)w <br />O <br />cj) <br />Ww <br />LLZ <br />w <br />co <br />N <br />0w <br />M <br />Z <br />LLco <br />LL � N`- <br />O V <br />w <br />m o N <br />0U-)) <br />an <br />LLI <br />a) <br />ti <br />r <br />cc <br />� <br />m <br />I <br />r <br />� <br />CrC <br />� <br />G <br />Z <br />� <br />W <br />Z <br />Q <br />m <br />0 <br />� <br />ry <br />N0 <br />u') J <br />w �- <br />w z <br />Q Z) <br />U)0 <br />WU <br />J 0 <br />Q U) <br />W Q <br />LL <br />0 <br />L.L J <br />L LI J <br />0 = <br />0� <br />Q L.L <br />zw <br />0�N <br />L1J <br />LL <br />LL F- <br />U <br />im <br />LEVEL TWO SANITARY DRAIN LINE PLAN 3/16" = 1' 0" <br />HI LOW A.D.A. WATER FOUNTAIN DETAIL <br />NOT TO SCALE <br />11111111, <br />
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