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NOTE:
<br />EXISTING SEWER CONNECTION
<br />AT CENTER LINE OF LOT
<br />PLUMBING
<br />FIXTURE SCHEDULE
<br />MARK
<br />ITEM
<br />CW
<br />HW W
<br />DESCRIPTION
<br />P1
<br />WATER CLOSET,
<br />1/2
<br />-- 3
<br />BRIGGS, AMERICAN STANDARD OR EQUAL: NEW CADET 2292.203 , VITREOUS
<br />TANK TOP
<br />CHINA, TWO PIECE, ELONGATED -FRONT, 12" ROUGH IN,
<br />FLUSH VALVE ASSEMBLY, CHROME ACTUATOR, STOP
<br />VALVE AND FLEX TUBE, SEAL RING. SEAT. OLSONITE #95
<br />ELONGATED OPEN FRONT, CHECK HINGE. COLOR IS
<br />WHITE. 1.5 GPF.
<br />P1 HC
<br />WATER CLOSET,
<br />1/2
<br />-- 3
<br />BRIGGS, AMERICAN STANDARD OR EQUAL. NEW CADET 2168.128, 18" HIGH, VITREOUS
<br />TANK TOP,
<br />CHINA 2 PIECE, ELONGATED -FRONT, 12" ROUGH IN, CHROME
<br />HANDICAP
<br />LEVER, STOP VALVE AND FLEX TUBE, SEAL RING, SEAT:
<br />OLSONITE #95 ELONGATED OPEN FRONT, COLOR IS WHITE,
<br />1.5 GAL FLUSH
<br />P2A
<br />LAVATORY,
<br />1/2
<br />1/2 2
<br />BRIGGS, AMERICAN STANDARD OR EQUAL: AQUALYN 0476.028, VITREOUS
<br />COUNTER TOP
<br />CHINA, SELF -RIMMING, FRONT OVER FLOW, 20x17 OVAL,
<br />FAUCET:CHICAGO # 844-699, SELF CLOSING, ADJ TIME
<br />CYCLE, PUSH HANDLE, MIX TEE, INLET CHECK. 1-1/2"
<br />CHROME GRID DRAIN. COLOR WHITE
<br />P5
<br />HOSE BIBB,
<br />1/2
<br />-- --
<br />CHICAGO FAUCET OR EQUAL: 5T, ROUGH BRASS, SHORT PATTERN, MPT
<br />EXTERIOR
<br />INLET, TEE HANDLE, 3/4" HOSE THD, #E27 SPOUT OUTLET
<br />VACUUM BREAKER.
<br />P7G
<br />WATER HEATER,
<br />3/4
<br />3/4 3/4
<br />A.O. SMITH STATE OR EQUAL: EEH-80, INTERLOCKED NONSIMULTANEOS
<br />DOUBLE ELEMENT, 4500 WATT, WITH 10 YEAR WARRANTY,
<br />240 VOLT, AUTOMATIC TERMOSTAT, SETTING = 110 DEGREE F.,
<br />MEETS ASRAE 90A, FOAM INSULATION, ANODE ROD, GLASS
<br />LINED, 150 PSI WORKING PRESSURE, ECO, UL LISTED,
<br />PAINTED METAL JACKET, P.T. VALVE, DRAIN COCK, 18 GAGE
<br />GALVANIZED SHEET METAL PAN, 1" NPT OUTLET 80 GALLON.
<br />P6
<br />FAUCETS
<br />1/2
<br />1/2 --
<br />DELTA, AMERICAN STANDARD FAUCETS OR EQUAL, COLOR OFF WHITE
<br />MODEL NO. 8281.0000 WITH HERITAGE WRIST BLADE
<br />HANDLES, BOTH IN CHROME (002).
<br />P5
<br />KITCHEN SINK
<br />1/2
<br />1/2 1 1/2
<br />ELKAY, AMERICAN STANDARD OR EQUAL SELF -RIMMING DOUBLE BOWL KITCHEN SINK
<br />2 HOLE - MODEL NO. 7143.803, COLOR 020 (WHITE) WITH
<br />AMERICAN STANDARD FAUCET MODEL NO. 8281.000 WITH
<br />HERITAGE WRIST BLADE HANDLES - BOTH IN CHROME.
<br />HANDICAP SINK DETAIL
<br />SINKS
<br />1. STIM SHALL BE MOUNTED WTH THE COUNTER OR RIM NO HIGHER
<br />MAMMUM OF
<br />11/2 INCHES : (SACS IN10104ENS OF ACCESSIBLE 34 INCHES FROM THE FLOOPL EACH SINK 94ALL BEADNELLING UNITS
<br />SHALL COMPLY WITH LAVATORIES. SIM AND MIRRORS SECTION OF THIS
<br />MANUAL.
<br />2. CLEAR FLOOR SPACE - RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE
<br />OF AT LEAST 60 INCHES N DIAMETER OR 32 INCHES BY 72 INCHES
<br />FINISHED INSIDE DIMENSION ADJACENT TO THE LAVATORY AREA. SUCH
<br />CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE
<br />AND SHALL LEXTEND�A MA)OMUM OF 19 INCHES UNDERNEATH THE LAVATORY
<br />ANCE) OR SINK
<br />GRAB BARS
<br />A GRAB BAR SHALL BE PROVIDED, LOCATED 33 INCHES FROM AND PARALLEL
<br />TO THE FINISHED FLOOR, MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH
<br />A VARIATION OF NOT MORE THAN 1/2 INCH, AND:
<br />1. MALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES.
<br />2. SHALL PROVE 1 1/2 INCHES OF CLEARANCE BETWEEN THE
<br />RAN. AND THE WALL.
<br />3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND
<br />A LOAD OF NOT LESS THAN 250 POUNDS APPLE AT ANY
<br />POINT, DOWNWARD OR HORIZONTALLY.
<br />4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE
<br />LENGTH.
<br />SPECIAL NOTE: GRAB BARS 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 />S. SHALL BE AT LEAST 24 INCHES LONG AND SHALL BE CENTERED
<br />AT THE LEADING EDGE OF THE WATER CLOSET.
<br />ING
<br />OILET PAPER
<br />GRAB BARS STALL COMPLY WITH FIGURE AND WITH GRABGRABHANDICAP TOILET DETAIL_
<br />BARS, AND TUB AND SHOWER SEATS SECTION
<br />OF 'MI
<br />S IS MANUAL
<br />MMILIGIMMIANOW".11 OWN
<br />The contractor shall verify all plans and existing dimensions
<br />and conditions on the job site and shall immediately notify
<br />the engineer in writing of any discrepancies before
<br />proceeding with the work or be responsible for some.
<br />1 , , ,•j ice-'
<br />i
<br />NO.42712 '
<br />Z3• STATE OF
<br />s
<br />' %NAt-
<br />�rsi{{{fi!i4�
<br />Digitally signed by
<br />William H Roberts, PE
<br />DN: cn=William H
<br />Roberts, PE, o=EGI,
<br />ou=Engineering,
<br />email_=rroberts.egigma
<br />il.com, c=us
<br />Date: 2013.09.01
<br />16:51:16-04'00'
<br />I HLRL8Y CLR I IFY:
<br />THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE
<br />WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE
<br />FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II)
<br />ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL.
<br />EGI—ENGINEERING GREAT IDEAS, LLC
<br />William H. Roberts, P.E.
<br />1808 James Redman Parkway
<br />No. 306
<br />Plant City, Florida 33563
<br />P.E. #42712
<br />TEL (813) 334-0271
<br />CA #29098
<br />8-26-13
<br />DATE
<br />OT VALID WITHOUT FOR SEW. OR STAMP)
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<br />CLEM TRAUTWEIN
<br />sc":
<br />1 /4" = V-0"
<br />CFMMM & APPROVED
<br />ca 8-22-13
<br />C 13542
<br />SHEET 7 QF 14
<br />Emails: rroberts.egiOgmail.com troutwein_clem@outlook.com
<br />
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