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5320 1st St
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5320 1st St
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Last modified
3/17/2025 9:21:38 AM
Creation date
2/18/2025 3:29:57 PM
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Building Plans
Street #
5320
Location
1st St
Contractor
Pro Touch Construction
Building Plans - Permit #
7499
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541, MIN TOILET <br />PAPER <br />HOLDER <br />42" Mild , <br />r— <br />X <br />(1 <br />9 <br />F <br />HANDICAP TOILET DETAIL <br />18" MIN is" MIN 24" MIN <br />LAY <br />I <br />1 I _z <br />1 <br />I <br />CLEAR FLOOR vo <br />I <br />SPACE <br />--------------- <br />CRAB BARS &0" MIN <br />A GRAB BAR SHALL BE PROVIDE. LOCATED 331, 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 50 DESIGNED AND SUPPORTED AS TO WITHSTAND <br />A LOAD OF NOT LE55 THAN 250 LB5 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 />6"MAX.-------- <br />TOE CLEARANCE ! - - - - - - < x¢ <br />I G <br />1 z z <br />N C') � <br />I <br />I I , <br />( 1 <br />I I <br />1 I <br />I 1 <br />17" MAX LAV DEPTH 8" MIN KNEE CLEARANCE <br />HANDICAP SINK DETAIL <br />SINK <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 />PLUMBING FIXTURE SCHEDULE <br />WATER CLOSET <br />AMERICAN STANDARD 2857.016.02 ADA TOILET <br />WITH MANUAL FLUSH CHROME FITTINGS <br />OR EQUAL <br />AMERICAN STANDARD 0321.023.020 <br />WALL MOUNT <br />COLOR: WHITE <br />LAVATORY <br />SGL LEVER HANDLE 6114.110.002 <br />WITH TEMP CONTROL <br />FAUCET, P TRAP WRAP KIT <br />OR EQUAL <br />TEMP CONTROL UNIT <br />HONEYWELL AQUASTAT CONTROLLERS <br />L6006 <br />ON DEMAND W.H. <br />STIEBEL ELTRON # 232098 <br />2.4 WT 0.40 GPM 2.5 POINT <br />NOTE: MIX VALVE FOR TEMP CONTROLL ON <br />ALL LAV FAUCETS <br />PLUMBING PLAN 1/4" = 1' 0" <br />PLUMBING NOTES: <br />CONTRACTOR DO SITE VISIT PRIOR TO ESTIMATING. <br />'OR TO CUT SLAB TO INSTALL NEW SANITARY AND <br />ES. CONTRACTOR TO DETERMINE THE BEST CUT <br />3, PIPING SIZE AND VENT SIZE AS NEEDED. <br />DISTURBED SOIL, TERMITE TREAT AND PATCH <br />NEEDED <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />RICHARD L. KIDDEY P.E. <br />FLORIDA LICENSE NUMBER 37296 <br />i <br />I <br />44 V <br />M <br />N <br />M <br />M <br />Q <br />0 <br />_I <br />LL <br />z U r-- <br />(D w o- <br />Ul 0 N <br />W Q co <br />c\l <br />Z Q � <br />W <br />in U <br />m M LL <br />0)u- <br />�0 <br />vi <br />N <br />co <br />CM <br />>r r <br />m <br />Ocnri <br />m�fl� <br />m42cu <br />z <br />� <br />Z <br />`—° d 0 <br />Q1 - w <br />Lu 0 <br />Z_ m <br />to <br />Is � � <br />�- <br />i <br />-0 <br />Y �3 <br />M 70 <br />LL � <br />m-c <br />co <br />In <br />(P a- d) OC <br />w <br />Q <br />0 <br />z <br />0 <br />SQ <br />w <br />ry <br />N <br />N <br />} <br />L <br />N <br />N <br />m <br />r <br />ry <br />z <br />o <br />LIJ <br />0 <br />O <br />z <br />co <br />0 <br />LL <br />CD <br />> <br />Z <br />0 <br />®H <br />OW�LL <br />0ON= <br />W�N�" <br />� <br />Ov <br />LL <br />W <br />W <br />Lo <br />Q <br />p <br />c/ <br />J <br />J <br />w <br />N <br />�' <br />Q <br />w <br />I- <br />Z <br />W <br />_ <br />F- <br />RENOVATION <br />AREA <br />3588 SQ. FT. <br />SHEET <br />P1 <br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <br />FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16 <br />FOR 139 MPH WIND ZONE RISK CATEGORY 11 <br />ARKAY # 19859 <br />
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