fp3 - redteam software · 422 s alafaya trail, suite 31, orlando, florida onstruction ngineering...
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422 S
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05-04-16
160133
PROJ. NO. :
SCALE
DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.
AL
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ENGINEER OF RECORD
DAVID E. ALLEY, PEPE #55008
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AS NOTED
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AILS
RENOVATION NOTES
PLUMBING LEGENDPLUMBING FIXTURE SCHEDULE
ABBREVIATIONS
WALL CLEANOUT DETAIL FLOOR CLEANOUT DETAIL
SUPPORT DETAILINSULATED PIPE PIPE SUPPORT DETAIL
2-WAY EXTERIORCLEANOUT DETAIL
PLUMBING EQUIPMENT SCHEDULE
WATER HEATER SCHEDULE
MIXING VALVE DETAILTHERMOSTATIC
PLUMBING GENERAL NOTES AND SPECIFICATIONS
FIRESTOP DETAILWALL PENETRATIONUNINSULATED PIPE/
FIRESTOP DETAILWALL PENETRATION
INSULATED PIPE/
106-07-16
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409-07-16
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ABOVE CEILING ELECTRICWATER HEATER DETAIL WATER HEATER DETAIL
610-21-16
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UNDER SINK
P:\AFC-DNA\DR. BASSIN\_MEP\160133 - PLBG.dwg, 1/25/2017 3:11:50 PM, GBeutel,
CEG
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COPYRIGHT STATEMENT
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THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF CONSTRUCTION ENGINEERING GROUP (CEG) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF CEG IS PROHIBITED BY LAW.
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1.THIS PROJECT IS A RENOVATION OF AN EXISTING FACILITY AND THIS PROJECT IS A RENOVATION OF AN EXISTING FACILITY AND INFORMATION IS TAKEN FROM CONSTRUCTION DOCUMENTS, VARIOUS SURVEYS AND FIELD INVESTIGATIONS. IT SHOULD BE UNDERSTOOD BY THE BIDDING CONTRACTORS THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND AS SUCH THE CONTRACTORS SHALL TAKE EXTRA STEPS DURING BIDDING TO FULLY DETERMINE AND UNDERSTAND THE FULL SCOPE OF WORK REQUIRED TO SUCCESSFULLY COMPLETE THIS PROJECT. 2.DISCUSS OWNERSHIP OF DEMOLISHED MATERIALS WITH OWNER PRIOR TO DISCUSS OWNERSHIP OF DEMOLISHED MATERIALS WITH OWNER PRIOR TO DISCARDING, OWNER HAS FIRST RIGHT OF REFUSAL. UPON ACKNOWLEDGMENT FROM OWNER, PROMPTLY REMOVE ALL DEMOLISHED MATERIALS NOT INDICATED TO BE REINSTALLED FROM THE PROJECT SITE AND ARRANGE FOR PROPER AND SAFE DISPOSAL. 3.PROTECT EXISTING TO REMAIN BUILDING COMPONENTS FROM DAMAGE PROTECT EXISTING TO REMAIN BUILDING COMPONENTS FROM DAMAGE DURING DEMOLITION AND NEW INSTALLATION. ANY REPAIRS REQUIRED OF BUILDING COMPONENTS DAMAGED DURING PLUMBING DEMOLITION AND/OR INSTALLATION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIRS SHALL MATCH THE SURROUNDING CONSTRUCTION METHODS AND FINISHES.
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SANITARY VENT PIPING ABOVE GRADE
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SANITARY WASTE PIPING BELOW GRADE
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SANITARY WASTE PIPING ABOVE GRADE
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HOT WATER RETURN PIPING ABOVE GRADE
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HOT WATER PIPING ABOVE GRADE
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COLD WATER PIPING ABOVE GRADE
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SS
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SS
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V
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V
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SS
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SS
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EXISTING SANITARY VENT PIPING ABOVE GRADE
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EXISTING SANITARY WASTE PIPING BELOW GRADE
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EXISTING SANITARY WASTE PIPING ABOVE GRADE
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EXISTING HOT WATER PIPING ABOVE GRADE
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EXISTING COLD WATER PIPING BELOW GRADE
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EXISTING COLD WATER PIPING ABOVE GRADE
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EXISTING PIPING TO BE REMOVED
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POINT OF DISCONNECT (POD)
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POINT OF CONNECTION (POC)
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BALL TYPE SHUT-OFF VALVE IN VERTICAL
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LAVATORY
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TANK WATER CLOSET
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BASIS OF DESIGN
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BASIS OF DESIGN
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OPEN FRONT SEAT LESS COVER
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110%%D
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ROUGH-IN CONNECTIONS
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WC-1
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DESCRIPTION
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MARK
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CW
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HW
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VENT
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2"
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--
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1/2"
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ADA FLOOR MOUNT
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AMERICAN STANDARD
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CADET 3 - 270AA.101
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PLUMBING FIXTURE
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BASIS OF DESIGN
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FAUCET/VALVE
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ASSEMBLY
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STRAINER, DRAIN
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& TRAP
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REMARKS
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--
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--
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DIRECT
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WASTE
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3"
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MCGUIRE
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AMERICAN STANDARD
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155WC/8872C15B
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LUCERNE - 0355.012
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1 1/2"
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1/2"
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L-1
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1/2"
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1 1/2"
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AMERICAN STANDARD
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7385.004
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%%UNOTE:%%U MANUFACTURER AND MODEL NUMBER INTENDED FOR LEVEL OF QUALITY. SUBSTITUTIONS MAY BE SUBMITTED IF QUALITY MEETS THIS LEVEL.
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HANDLE TO BE LOCATED ON WIDE SIDE OF TOILET
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WALL MOUNTED, PROVIDE 2x6 PT BLOCKING
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DEARBORN BRASS
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ADVANCED TABCO
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3BN
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DI-1-5
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1 1/2"
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1/2"
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SINGLE BOWL SINK
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1/2"
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1 1/2"
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ADVANCED TABCO
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K-52 (INCLUDED)
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18 GAUGE STAINLESS STEEL, FULLY SOUND DAMPENED
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TYPE WATER CLOSET
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OPEN FRONT SEAT LESS COVER
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WC-2
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2"
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--
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1/2"
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FLOOR MOUNT TANK
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AMERICAN STANDARD
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CADET 3 - 270CA.101
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--
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--
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3"
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HANDLE TO BE LOCATED ON WIDE SIDE OF TOILET
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ADA WALL HUNG
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PROVIDE THERMOSTATIC VALVE SLOAN: MIX-135-A
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SUBMITTAL
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REQUIRED
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YES
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YES
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YES
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YES
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BRITISH THERMAL UNIT
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BTU
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VTR
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VENT THRU ROOF
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VENT
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V
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CONDENSATE DRAIN
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CD
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INVERT ELEVATION
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I.E.
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DRAINAGE FIXTURE UNITS
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DFU
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SFU
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SUPPLY FIXTURE UNITS
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MIN
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MAX
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HW
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HR
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MINIMUM
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MAXIMUM
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HOUR
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HOT WATER
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SS
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W/
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U/G
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TYP
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WCO
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T&P
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RM
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PSIG
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PDI
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TYPICAL
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WITH
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ROOM
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WALL CLEAN OUT
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UNDERGROUND
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SANITARY SEWER
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TEMPERATURE &
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INSTITUTE
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POUNDS SQUARE INCH
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PLUMBING DRAINAGE
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NTS
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NOT TO SCALE
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A/E
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BHP
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ASTM
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ASME
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ADA
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A/C
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AAV
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DN
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DWG
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ECO
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FCO
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%%DF
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CONN
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CW
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DIA
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CONT
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ARCHITECT/ENGINEER
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DOWN
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EXTERIOR CLEAN OUT
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FLOOR CLEAN OUT
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DEGREES FAHRENHEIT
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DRAWING
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BRAKE HORSEPOWER
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CONNECTION
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MECHANICAL ENGINEERS
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AMERICAN SOCIETY FOR
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AMERICAN SOCIETY OF
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TESTING & MATERIALS
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AMERICANS WITH
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COLD WATER
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DIAMETER
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CONTINUOUS
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AIR CONDITIONING
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AIR ADMITTANCE VALVE
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HB
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HOSE BIBB
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FLORIDA BUILDING CODE
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FBC
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DISABILITIES ACT
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GPM
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GALLONS PER MINUTE
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GAL
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GALLONS
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AHU
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AIR HANDLING UNIT
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EWH
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ELECTRIC WATER HEATER
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PRESSURE
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NTS
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OR VENT
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AS WASTE
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MAY EXTEND
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REF. ARCH. DWGS.
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FOR WALL CONST.
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PLUG
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CLEANOUT
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SCREW
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COUNTERSUNK
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ACCESS COVER
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POLISHED S.S.
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TEE
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C.I. CLEANOUT
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LENGTH TO SUIT
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WASTE LINE
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OF LINE CLEANOUT
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1/8 BEND AT END
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CAST-IRON PIPE FITTINGS SHOWN
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NOTE: PVC SYSTEM SIMILAR
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FIN. FLOOR
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FLUSH COVER
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PVC RISER
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PVC BEND
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FULL SIZE, 4" MAX.
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PLUG IF END OF LINE
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FLOW
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REDUCING BRANCH
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IF MAIN IS OVER 4")
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PVC WYE (WYE WITH
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CLEANOUT PLUG
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AND BODY, SEE SPECS.
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ADJUSTING COLLAR
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NTS
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NTS
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DOUBLE NUT
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INSULATION
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THREADED ROD
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CLEVIS HANGER
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SHIELD
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LENGTH
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12"
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15"
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18 USSG
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16 USSG
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THICKNESS
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SHIELD
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4" AND
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UP TO 3"
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DIAMETER
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PIPE
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ABOVE
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ATTACH TO STRUCTURE
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GALVANIZED METAL SHIELD
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NTS
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DOUBLE NUT
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THREADED ROD
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CLEVIS HANGER
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ATTACH TO STRUCTURE
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NTS
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BUILDING SEWER
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4" OR 6" PVC
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CONNECTION
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FIN. GRADE
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FLUSH COVER
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PVC RISER
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4" PVC CLEAN OUT
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FLOW
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CLEANOUT PLUG
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ADJUSTING COLLAR
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18"x18"x4" THICK
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CONCRETE PAD
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YES
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FIAT
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MSB2424
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1 1/2"
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1/2"
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MSB
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MOP SINK BASIN
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1/2"
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1 1/2"
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FIAT
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28C4944
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VINYL BUMPER GUARDS, HOSE
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AND BRACKET, GRID DRAIN.
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WATER HAMMER ARRESTOR
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DESCRIPTION
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SYMBOL
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EQUIPMENT
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BASIS OF DESIGN
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REMARKS
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WATTS - CO-200-R
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%%UNOTE:%%U MANUFACTURER AND MODEL NUMBER INTENDED FOR LEVEL OF QUALITY. SUBSTITUTIONS MAY BE SUBMITTED IF QUALITY MEETS THIS LEVEL.
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WALL CLEANOUT
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FLOOR/EXTERIOR CLEANOUT
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CHECK VALVE
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BALL VALVE
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WATTS - FBV-4
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WATTS - LF600
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WATTS - CO-590-RD
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WATTS - LF15M2
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THERMOSTATIC MIXING VALVE
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ZURN - ZW3870XLT
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CONNECTION SIZE
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EQUAL TO PIPE SIZE UP TO 4"
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EQUAL TO PIPE SIZE
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EQUAL TO PIPE SIZE
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EQUAL TO PIPE SIZE UP TO 4"
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1/2", 3/4" OR 1"
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3/8"
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FULL PORT QUARTER TURN
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USE PDI WH201 STANDARDS
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MINIMUM 12" AFF SURFACE
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PROVIDE AT ALL LAVATORIES AND HAND WASHING SINKS
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SUBMITTAL
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REQUIRED
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YES
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NO
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NO
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YES
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YES
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YES
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%%UFCO%%U/%%UECO
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%%UWHA
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%%UWCO
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%%UTMV
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INSTALL FLUSH WITH FINISHED FLOOR OR GRADE
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ELKAY
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LR2521-4 (21x15 BOWL)
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1 1/2"
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1/2"
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SK-2
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1/2"
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1 1/2"
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DELTA
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27C1944 W/ SPRAY
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YES
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TOTAL
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KW
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OUTLET
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WATER TEMP.
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DEG. F
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IN GPH @
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RECOVERY
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CAPACITY
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STORAGE
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MFGR
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MARK
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MODEL
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NUMBER
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REMARKS
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VOLT/
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PHASE
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SINGLE ELEMENT OPERATION
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120/1
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14
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2.5
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AO SMITH
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EWH-1
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EJC-2
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120
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1.5
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50%%D RISE
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MOUNTED IN CABINET BELOW SINK. ROUTE DRAIN PAN TO EXTERIOR
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COMMENTS: 1.ALL SINKS AND LAVATORIES REQUIRED TO MEET A.D.A. GUIDELINES ALL SINKS AND LAVATORIES REQUIRED TO MEET A.D.A. GUIDELINES SHALL HAVE ADA COMPLIANT UNDER-SINK PROTECTION. SUPPLIES, WASTE AND VALVES MUST ALL BE COVERED. 2.ALL SINKS (FOR HAND WASHING) AND LAVATORIES REQUIRE ALL SINKS (FOR HAND WASHING) AND LAVATORIES REQUIRE THERMOSTATIC MIXING VALES SET TO 110°F.
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THERMOSTATIC MIXING VALVE (LEONARD VALVE MODEL 170LF)
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LAVATORY OR HAND SINK
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HOT WATER SUPPLY
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COLD WATER SUPPLY
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3/8" SUPPLY LINE (TYP)
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NTS
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EXAM ROOM SINK
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SINGLE BOWL SINK
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BREAK ROOM SINK
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13.ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. PIPING ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 14.SEE ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING FIXTURE LOCATIONS, MOUNTING SEE ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING FIXTURE LOCATIONS, MOUNTING HEIGHTS, DIMENSIONS AND ADDITIONAL REQUIREMENTS NOT COVERED ON THESE DRAWINGS. 15.STORM DRAIN, CONDENSATE DRAIN, SANITARY WASTE AND VENT PIPING SHALL BE STORM DRAIN, CONDENSATE DRAIN, SANITARY WASTE AND VENT PIPING SHALL BE COLLECTED AND TERMINATED AT A POINT SHOWN ON THE DRAWINGS. PIPING SHALL BE SCHEDULE 40 TYPE DWV PVC WITH SOLVENT WELD JOINTS, EXCEPT FOR RETURN AIR PLENUM AREAS WHERE SERVICE WEIGHT CAST IRON PIPE WITH HUB AND SPIGOT FITTINGS OR PVC PIPING WITH 1" THICK FIRE WRAP INSULATION SEALED TO PROVIDE FS/SD = 25/50 SHALL BE USED. FIRE WRAP INSULATION SHALL BE 5A FIRE BARRIER PLENUM WRAP BY 3M OR APPROVED EQUIVALENT. 16.ALL DRAINAGE PIPING 3" AND LARGER SHALL HAVE A MINIMUM SLOPE OF " PER FOOT, ALL DRAINAGE PIPING 3" AND LARGER SHALL HAVE A MINIMUM SLOPE OF " PER FOOT, 18" PER FOOT, PIPING 2- " AND SMALLER SHALL HAVE A MINIMUM SLOPE OF " PER FOOT UNLESS 12" AND SMALLER SHALL HAVE A MINIMUM SLOPE OF " PER FOOT UNLESS 14" PER FOOT UNLESS OTHERWISE NOTED. 17.VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS. 18.HOT AND COLD WATER SUPPLY PIPING AND DRAIN PIPING UNDER HANDICAPPED HOT AND COLD WATER SUPPLY PIPING AND DRAIN PIPING UNDER HANDICAPPED LAVATORIES SHALL BE INSULATED PER AMERICANS WITH DISABILITIES ACT, WITH FACTORY FABRICATED SEAMLESS MICROBIAL PVC RESIN INSULATION. 19.CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 20.VALVES AND FITTINGS SHALL BE OF SAME SIZE AS LINE IN WHICH THEY ARE INSTALLED. VALVES AND FITTINGS SHALL BE OF SAME SIZE AS LINE IN WHICH THEY ARE INSTALLED. 21.INSTALL WATER HAMMER ARRESTORS AT EACH FIXTURE, OR BATTERY OF FIXTURES WHERE INSTALL WATER HAMMER ARRESTORS AT EACH FIXTURE, OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER HAMMER ARRESTORS AS SPECIFIED. 22.ALL WATER SUPPLY AND DRAINAGE LINES SHALL BE INSTALLED AS CLOSE TO PLANS AS ALL WATER SUPPLY AND DRAINAGE LINES SHALL BE INSTALLED AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGE IN SIZING. 23.BALL VALVES " THROUGH 2" SHALL BE TWO PIECE - 600 WOG, TEFLON SEATS, ANSI BALL VALVES " THROUGH 2" SHALL BE TWO PIECE - 600 WOG, TEFLON SEATS, ANSI 14" THROUGH 2" SHALL BE TWO PIECE - 600 WOG, TEFLON SEATS, ANSI 316 STAINLESS STEEL BALL AND STEM (EXTENSION STEM ON INSULATED HOT WATER AND TEMPERED HOT WATER), BRONZE BODY WITH THREADED OR SOLDER ENDS. 24.BUILDING DOMESTIC WATER PIPING (ABOVE FLOOR) SHALL BE CPVC PLASTIC PIPE AND BUILDING DOMESTIC WATER PIPING (ABOVE FLOOR) SHALL BE CPVC PLASTIC PIPE AND FITTINGS. PROVIDE TRANSITION FITTINGS AS REQUIRED TO INSTALL VALVES, FIXTURE STOPS, EQUIPMENT AND OTHER COMPONENTS. PIPE AND FITTINGS SHALL CONFORM TO ASTM-1784. WATER PIPING IN RETURN AIR PLENUM AREAS SHALL BE TYPE L HARD COPPER TUBE OR CPVC PIPING WITH 1" THICK FIRE WRAP INSULATION SEALED TO PROVIDE FS/SD = 25/50. FIRE WRAP INSULATION SHALL BE 5A FIRE BARRIER PLENUM WRAP BY 3M OR APPROVED EQUIVALENT. ALL EXPOSED PIPING SHALL BE TYPE L HARD COPPER TUBE PAINTED TO MATCH. ALL HOT WATER, TEMPERED WATER AND HOT WATER RETURN PIPE AND FITTINGS SHALL BE COVERED IN 1" THICK ELASTOMERIC INSULATION WITH ALL SEAMS AND JOINTS SEALED TIGHT. 25.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT, OR HEREIN SPECIFIED, OR OTHERWISE. 26.ABOVE GROUND EXTERIOR NATURAL GAS (NG) PIPING SHALL BE SCHEDULE 40 GALVANIZED ABOVE GROUND EXTERIOR NATURAL GAS (NG) PIPING SHALL BE SCHEDULE 40 GALVANIZED STEEL WITH THREADED FITTINGS. INTERIOR NG PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED FITTINGS.
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1.PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS TO PERFORM ALL WORK PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE PLUMBING WORK AS SHOWN ON THE DRAWINGS. PIPING SHALL ESSENTIALLY BE ROUTED AND LOCATED AS INDICATED ON THE DRAWINGS. HOWEVER, ACTUAL PLACEMENT SHALL BE VERIFIED BY CONFIRMING EXACT LOCATION OF STRUCTURES AND OTHER UTILITIES IN THE FIELD AND BY CAREFUL LAYOUT PRIOR TO EXECUTION OF THE WORK. PLUMBING DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHOULD NOT BE SCALED. 2.PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED FOR PROPER PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED FOR PROPER AND COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT. COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 3.LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE PLUMBING CONTRACTORS' SCOPE OF WORK SHALL BE PERFORMED BY EXPERIENCED MECHANICS OF THE PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE IN COMPLIANCE WITH THE SPECIFIC REQUIREMENTS OF THE CONTRACT DRAWINGS. 4.ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. SUBMISSION OF A BID CONSTITUTES ACCEPTANCE OF FIELD CONDITIONS. 5.ALL WORK SHALL BE IN ACCORDANCE WITH, BUT NOT LIMITED TO, THE LATEST ADOPTED ALL WORK SHALL BE IN ACCORDANCE WITH, BUT NOT LIMITED TO, THE LATEST ADOPTED EDITION OF THE FOLLOWING CODES AND STANDARDS: FLORIDA BUILDING CODE, (FBC); NATIONAL FIRE PROTECTION ASSOCIATION, (NFPA); AMERICANS WITH DISABILITIES ACT, (ADA); AMERICAN SOCIETY OF MECHANICAL ENGINEERS, (ASME); AMERICAN SOCIETY FOR TESTING AND MATERIALS, (ASTM); AMERICAN NATIONAL STANDARDS INSTITUTE, (ANSI); UNDERWRITERS LABORATORIES, (UL); ALL LOCAL CODES, ORDINANCES, REGULATIONS; THE AUTHORITY HAVING JURISDICTION. 6.ALL MATERIALS PROVIDED BY THE CONTRACTOR SHALL BE NEW AND FREE OF DEFECTS ALL MATERIALS PROVIDED BY THE CONTRACTOR SHALL BE NEW AND FREE OF DEFECTS AND SHALL BE UL LISTED FOR THE INTENDED APPLICATION. 7.CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE FOR ALL CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE FOR ALL REQUIRED INSPECTIONS. 8.CONTRACTOR SHALL INSPECT THE SITE FOR FIELD VERIFICATION OF ALL ASPECTS OF CONTRACTOR SHALL INSPECT THE SITE FOR FIELD VERIFICATION OF ALL ASPECTS OF THE PROJECT PRIOR TO BIDDING. 9.CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 11.DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES. WHERE ABSOLUTELY NECESSARY, ALL PIPING PENETRATING BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY THE STRUCTURAL ENGINEER. 12.WALL BRACKETS, HANGERS, SUPPORTS, ETC. SHALL BE PROVIDED WHERE REQUIRED IN WALL BRACKETS, HANGERS, SUPPORTS, ETC. SHALL BE PROVIDED WHERE REQUIRED IN ACCORDANCE WITH THE BEST STANDARD PRACTICE OF THE TRADE AND AS PER CODE. ADDITIONAL SUPPORTS SHALL BE PROVIDED TO TRANSMIT LOADS TO THE MAIN STRUCTURE WHERE REQUIRED. CPVC PIPING SUPPORTS SHALL BE 3'-0" ON CENTER FOR " THRU 1" AND 4'-0" ON CENTER FOR 1- " AND LARGER. ALL EXPOSED 12" THRU 1" AND 4'-0" ON CENTER FOR 1- " AND LARGER. ALL EXPOSED 12" AND LARGER. ALL EXPOSED SUPPORTS SHALL BE HOT DIPPED GALVANIZED OR FIBERGLASS REINFORCED "UNISTRUT" TYPE INCLUDING HARDWARE.
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ADVANCED TABCO
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WSS-14-21
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1 1/2"
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1/2"
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SK-3
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1/2"
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1 1/2"
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2 HOLE, WALL MOUNTED UTILITY SINK. 16 GUAGE,
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YES
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TYPE 304 STAINLESS STEEL 18x14x12" DEEP
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SINGLE BOWL SINK
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UTILITY BASIN SINK
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ELKAY
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EWS3120FC (28x16 BOWL)
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1 1/2"
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1/2"
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SK-4
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1/2"
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1 1/2"
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INCLUDES FOOT
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VALVE AND SPOUT
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SURGEONS SCRUB SINK PACKAGE. 14 GAUGE, SOUND
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YES
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DEADENED, WALL HANGER AND SUPPORT BRACKETS
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SINGLE BOWL SINK
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4" CENTER - 2 HOLE, DROP-IN, 7-1/2" DEEP BOWL
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ADVANCED TABCO
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K-52
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DEARBORN BRASS
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3BN
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18 GAUGE STAINLESS STEEL, FULLY SOUND DAMPENED
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4" CENTER - 4 HOLE, DROP-IN, 7-3/4" DEEP BOWL
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DEARBORN BRASS
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3BN
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INCLUDES 1-1/2"
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GRID STRAINER
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BFP
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BACK FLOW PREVENTER
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POD
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POC
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POINT OF DISCONNECT
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POINT OF CONNECTION
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%%UMINNESOTA MINING AND MFG. CO.
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%%UBASIS OF DESIGN: PRODUCTS BY
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NTS
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1 WRAP 2" WIDE FS-195
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WRAP FLUSH TO
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EXTERIOR WALL
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TEST
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%%UPIPE WITHOUT INSULATION
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U.L. WL1001
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FORMERLY U.L. SYSTEM NO. 147
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F RATING - 1 AND 2 HR
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T RATING - 0, 1 & 2 HR
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1"
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%%UMINNESOTA MINING AND MFG. CO.
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T RATING - 0, 1 & 2 HR
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F RATING - 1 AND 2 HR
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FORMERLY U.L. SYSTEM NO. 147
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U.L. WL1001
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%%UBASIS OF DESIGN: PRODUCTS BY
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INSULATION
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1 WRAP 2" WIDE FS-195
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WRAP FLUSH TO
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EXTERIOR WALL
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SEAL ENTIRE EDGE AND
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SEAMS WITH 1/4" BEAD
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OF CAULK 3M CP-25+
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METAL PIPE
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TEST
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%%UPIPE WITH INSULATION
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1"
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NTS
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SEE ARCHITECTURAL DRAWINGS FOR
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RATED WALL CONSTRUCTION DETAILS
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SEE ARCHITECTURAL DRAWINGS FOR
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RATED WALL CONSTRUCTION DETAILS
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SEAL ENTIRE EDGE AND
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SEAMS WITH 1/4" BEAD
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OF CAULK 3M CP-25+
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METAL PIPE
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1
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4
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4
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SINGLE ELEMENT OPERATION
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120/1
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11
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6.0
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AO SMITH
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EWH-2
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DEL-6
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120
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3.0
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MOUNTED ON PLATFORM ABOVE. CEILING. ROUTE DRAIN PAN TO EXTERIOR
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SK-1
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NTS
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STRUCTURE W/ 3/8"%%C ALL-THREAD
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PLATFORM SUSPENDED FROM
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ROD (TYP. OF ALL 4 CORNERS)
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PIPE 1" PAN DRAIN
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SAFETY PAN
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TO EXTERIOR
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EWH
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CHECK VALVE
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VACUUM RELIEF VALVE
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EXPANSION TANK
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COLD WATER SERVICE
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HOT WATER SUPPLY
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TEMP. & PRESSURE
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RELIEF VALVE
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SHUT-OFF VALVE (TYP.)
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PIPE 3/4" RELIEF VALVE DISCHARGE TO DRAIN PAN
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SINK
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HW SUPPLY
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CW SUPPLY
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BASIS OF DESIGN: AO SMITH EJC-2
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ESCUTCHEON PLATE (TYP)
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CW SUPPLY PIPING CONCEALED IN WALLS
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HOT WATER TO ADDITIONAL SINKS PIPING CONCEALED IN WALLS
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EXPANSION TANK
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MINI TANK WATER HEATER
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DRAIN PAN ROUTED TO EXTERIOR
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T&P ROUTED TO EXTERIOR
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ISOLATION VALVE (TYP)
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6
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6
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6
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FD
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FLOOR DRAIN
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CEILING
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CLG
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CLG
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DAVID E. ALLEY, PEPE #55008
PLUMBING FIRST FLOOR DEMOLITION PLAN N
106-07-16
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307-28-16
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DEMOLITION NOTES:
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610-21-16
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NE
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NG
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712-09-16
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NG
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EXISTING 1" BFP
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EP
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FE
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UP
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EX-SINK
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UP
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4
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5
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NTS
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C
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COPYRIGHT STATEMENT
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THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF CONSTRUCTION ENGINEERING GROUP (CEG) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF CEG IS PROHIBITED BY LAW.
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SCALE: 1/4" = 1'-0"
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AREA OF WORK
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1
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1
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3
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3
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1.NOT USED NOT USED 2.NOT USED NOT USED 3.NOT USED NOT USED 4.REMOVE MOP SINK AND ALL ASSOCIATED PIPING. PERMANENTLY CAP WATER AND SEWER PIPING REMOVE MOP SINK AND ALL ASSOCIATED PIPING. PERMANENTLY CAP WATER AND SEWER PIPING IN CONCEALED LOCATIONS ABOVE CEILING AND BELOW SLAB. REMOVE ALL PLUMBING COMPONENTS FROM IN/ON WALLS BEING REMOVED. 5.REMOVE EXISTING 3/4" CW PIPING ABOVE CEILING AND TEMPORARLY CAP PIPE AT BOTH ENDS.REMOVE EXISTING 3/4" CW PIPING ABOVE CEILING AND TEMPORARLY CAP PIPE AT BOTH ENDS.
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1.FIELD VERIFY POINTS OF NEW CONNECTION TO EXISTING PRIOR TO PERFORMING WORK FIELD VERIFY POINTS OF NEW CONNECTION TO EXISTING PRIOR TO PERFORMING WORK AND/OR PURCHASING MATERIALS. 2.ALL DRAINAGE AND VENT PIPING REMOVAL SHALL BE PERFORMED SUCH THAT NO "DEAD ALL DRAINAGE AND VENT PIPING REMOVAL SHALL BE PERFORMED SUCH THAT NO "DEAD ENDS" EXIST WHEN DEMOLITION IS COMPLETE. PIPING BEING ABANDONED IN PLACE SHALL BE PURGED FREE OF ANY DEBRIS AND ALL OPEN ENDS CAPPED GAS TIGHT. 3.ALL WATER SUPPLY BRANCH PIPING NOT BEING RECONNECTED SHALL BE TRACED BACK TO ALL WATER SUPPLY BRANCH PIPING NOT BEING RECONNECTED SHALL BE TRACED BACK TO THE MAIN WATER SUPPLY PIPING CONNECTION AND CAPPED. PIPING NOT BE REMOVED SHALL BE CAPPED GAS TIGHT AT BOTH ENDS. 4.REMOVE ALL PORTIONS OF PIPING EXPOSED DURING DEMOLITION. PIPING REQUIRED TO REMOVE ALL PORTIONS OF PIPING EXPOSED DURING DEMOLITION. PIPING REQUIRED TO REMAIN IN SERVICE SHALL HAVE THE EXPOSED PORTION REMOVED AND NEW PIPING ROUTED IN CONCEALED LOCATIONS AND RE-CONNECTED TO THE OPEN ENDS OF THE EXISTING PIPING TO REMAIN. 5.SAWCUT CONCRETE FLOOR SLAB AS REQUIRED FOR ALL UNDERGROUND PIPING DEMOLITION. SAWCUT CONCRETE FLOOR SLAB AS REQUIRED FOR ALL UNDERGROUND PIPING DEMOLITION. COORDINATE PATCHING OF FLOORS AND SLAB WITH GENERAL CONTRACTOR PRIOR TO BID AND PERFORMING ANY WORK AND OR PURCHASING ANY MATERIALS. ALL FLOOR PATCHES SHALL BE MADE WITH APPROVED METHODS.
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1.THIS PROJECT IS A RENOVATION OF AN EXISTING FACILITY AND INFORMATION IS TAKEN FROM THIS PROJECT IS A RENOVATION OF AN EXISTING FACILITY AND INFORMATION IS TAKEN FROM CONSTRUCTION DOCUMENTS, VARIOUS SURVEYS AND FIELD INVESTIGATIONS. IT SHOULD BE UNDERSTOOD BY THE BIDDING CONTRACTORS THAT UNFORESEEN CONDITIONS EXIST AND AS SUCH THE CONTRACTORS SHALL TAKE EXTRA STEPS DURING BIDDING TO FULLY DETERMINE AND UNDERSTAND THE FULL SCOPE OF WORK REQUIRED TO SUCCESSFULLY COMPLETE THIS PROJECT. 2.DISCUSS OWNERSHIP OF DEMOLISHED MATERIALS WITH OWNER PRIOR TO DISCARDING, OWNER HAS DISCUSS OWNERSHIP OF DEMOLISHED MATERIALS WITH OWNER PRIOR TO DISCARDING, OWNER HAS FIRST RIGHT OF REFUSAL. UPON ACKNOWLEDGMENT FROM OWNER, PROMPTLY REMOVE ALL DEMOLISHED MATERIALS NOT INDICATED TO BE REINSTALLED FROM THE PROJECT SITE AND ARRANGE FOR PROPER AND SAFE DISPOSAL. 3.PROTECT EXISTING TO REMAIN BUILDING COMPONENTS FROM DAMAGE DURING DEMOLITION AND NEW PROTECT EXISTING TO REMAIN BUILDING COMPONENTS FROM DAMAGE DURING DEMOLITION AND NEW INSTALLATION. ANY REPAIRS REQUIRED OF BUILDING COMPONENTS DAMAGED DURING PLUMBING DEMOLITION AND/OR INSTALLATION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIRS SHALL MATCH THE SURROUNDING CONSTRUCTION METHODS AND FINISHES. 4.THIS IS A PHASED CONSTRUCTION PROJECT. COORDINATE FUTURE PLUMBING REQUIREMENTS WITH THIS IS A PHASED CONSTRUCTION PROJECT. COORDINATE FUTURE PLUMBING REQUIREMENTS WITH THIS PHASE OF CONSTRUCTION.
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2651
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t eau
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a m
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cege
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.com
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ENGINEER OF RECORD
DAVID E. ALLEY, PEPE #55008
PLUMBING PLAN - FIRST FLOOR N
106-07-16
BLD
G. D
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OM
ME
NT
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307-28-16
BLD
G. D
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T. C
OM
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409-07-16
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R C
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610-21-16
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R C
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712-09-16
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P:\AFC-DNA\DR. BASSIN\_MEP\160133 - PLBG.dwg, 1/25/2017 3:11:52 PM, GBeutel,
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DESK
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BUILT IN CAB
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RAMP DOWN
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EXISTING 3/4" BFP
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SK-2
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SK-2
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L-1
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WC-1
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2"SS UP
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WCO
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AAV
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EWH-2 (ABOVE CEILING)
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SK-1
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SK-2
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SK-4
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EX-WC
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EX-WC
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3"SS UP
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EX-LAV
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EX-LAV
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1/2"CW/HW UP TO 2ND FLOOR
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3/4"HW UP TO 2ND FLOOR
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1/2"HW UP TO 2ND FLOOR
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3/4"CW UP TO 2ND FLOOR
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1/2"CW UP TO 2ND FLOOR
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1/2"HW UP TO 2ND FLOOR
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1/2"CW UP TO 2ND FLOOR
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1/2"CW UP TO 2ND FLOOR
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1/2"HW CONNECT TO EXISTING PIPING TO LAVATORIES
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1-1/2"V UP
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MSB
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FCO
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WCO
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2,704 S.F.
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STAIR TO 500 S.F.
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MEZZANINE (TYP)
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2,450 S.F.
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2,490 S.F.
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2,514 S.F.
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2,064 S.F.
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COVERED LOADING DOCK
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PER UL #465 (TYP.)
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DEMISING WALL AS
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1 HOUR FIRE RATED
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OCFRD STANDARD 6017
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KEY LOCK BOX AS PER
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ROOM BUILDING 1
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FIRESPRINKLER RISER
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SCALE: 1/4" = 1'-0"
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C
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COPYRIGHT STATEMENT
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THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF CONSTRUCTION ENGINEERING GROUP (CEG) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF CEG IS PROHIBITED BY LAW.
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21.25
3.122
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a m
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329
35
www.
cege
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DR
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IN
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05-04-16
160133
PROJ. NO. :
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DATE
DESIGNED BY:
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AL
AF
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A B
US
IN
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S C
TR
DR
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AS
SIN
B
UIL
D-O
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ENGINEER OF RECORD
DAVID E. ALLEY, PEPE #55008
PLUMBING PLAN - SECOND FLOOR N
106-07-16
BLD
G. D
EP
T. C
OM
ME
NT
S
307-28-16
BLD
G. D
EP
T. C
OM
ME
NT
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409-07-16
OW
NE
R C
HA
NG
ES
509-22-16
BLD
G. D
EP
T. C
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610-21-16
OW
NE
R C
HA
NG
ES
712-09-16
OW
NE
R C
HA
NG
ES
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2"V CONN. TO EXISTING 3" VTR
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SK-2
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3"SS DN
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EWH-1 (BELOW SINK)
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1-1/2"V DN
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SK-2
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2,704 S.F.
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STAIR TO 500 S.F.
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MEZZANINE (TYP)
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2,450 S.F.
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2,490 S.F.
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2,514 S.F.
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2,064 S.F.
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COVERED LOADING DOCK
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PER UL #465 (TYP.)
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DEMISING WALL AS
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1 HOUR FIRE RATED
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OCFRD STANDARD 6017
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KEY LOCK BOX AS PER
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ROOM BUILDING 1
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FIRESPRINKLER RISER
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0008
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21.25
3.122
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1.253
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2651
wes
t eau
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a m
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329
35
www.
cege
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.com
RE
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05-04-16
160133
PROJ. NO. :
SCALE
DATE
DESIGNED BY:
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CHECKED BY:
DRAWING NO.
AL
AF
AY
A B
US
IN
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S C
TR
DR
. B
AS
SIN
B
UIL
D-O
UT
ENGINEER OF RECORD
DAVID E. ALLEY, PEPE #55008
P5
DEA
WHB
WHB
AS NOTED
PLU
MB
IN
G IS
OM
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RIC
S
PLUMBING SANITARY ISOMETRIC
PLUMBING WATER ISOMETRIC
106-07-16
BLD
G. D
EP
T. C
OM
ME
NT
S
307-28-16
BLD
G. D
EP
T. C
OM
ME
NT
S
409-07-16
OW
NE
R C
HA
NG
ES
509-22-16
BLD
G. D
EP
T. C
OM
ME
NT
S
610-21-16
OW
NE
R C
HA
NG
ES
712-09-16
OW
NE
R C
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P:\AFC-DNA\DR. BASSIN\_MEP\160133 - PLBG.dwg, 1/25/2017 3:11:53 PM, GBeutel,
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SUITE #31
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2"V
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EWH-2 (ABOVE CEILING)
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1/2"CW/HW UP TO 2ND FLOOR
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3/4" HW/CW UP TO 2ND FLOOR
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EX-RESTROOM FOR CONT. SEE PLUMBING PLAN
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3/4"
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SK-2
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1/2"
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SK-2
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1/2"
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MSB
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SK-2
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C
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COPYRIGHT STATEMENT
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THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF CONSTRUCTION ENGINEERING GROUP (CEG) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF CEG IS PROHIBITED BY LAW.
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NTS
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NTS
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422 S
A
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ND
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NGIN
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GEC
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0008
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tel. 3
21.25
3.122
1fa
x. 32
1.253
.3123
2651
wes
t eau
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, suite
a m
elbou
rne, fl
329
35
www.
cege
ngine
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.com
RE
V#
DA
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RE
VIS
IO
N
DR
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IN
G T
IT
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05-04-16
160133
PROJ. NO. :
SCALE
DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.
AL
AF
AY
A B
US
IN
ES
S C
TR
DR
. B
AS
SIN
B
UIL
D-O
UT
ENGINEER OF RECORD
DAVID E. ALLEY, PEPE #55008
FP1
DEA
WHB
WHB
AS NOTED
FIR
E P
RO
TE
CT
IO
N S
PE
CIF
IC
AT
IO
NS
A
ND
D
ET
AILS
UPRIGHT SPRINKLER HEADINSTALLATION DETAIL
RECESSED SPRINKLER HEADINSTALLATION DETAIL
PENDANT SPRINKLER HEADINSTALLATION DETAIL
Florida 61G15-30
Compliance Note:
FIRE PROTECTION NOTES
Delegated ENGINEER
Florida 61G15-32.004 - FireProtection Performance Criteria
FIRE PROTECTION AREACOVERAGE FLAG NOTES
RENOVATION NOTES
FIRE PROTECTION LEGEND
FLEXIBLE SPRINKLER DROP DETAIL
106-07-16
BLD
G. D
EP
T. C
OM
ME
NT
S
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CEG
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C
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COPYRIGHT STATEMENT
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THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF CONSTRUCTION ENGINEERING GROUP (CEG) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF CEG IS PROHIBITED BY LAW.
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MODIFY EXISTING FIRE SPRINKLER SYSTEM TO ACCOMMODATE NEW WALL AND CEILING LAYOUT. PROVIDE LIGHT HAZARD OCCUPANCY COVERAGE HAVING A DENSITY OF 0.10 GPM/SQ. FT. OVER THE MOST REMOTE 1500 S.F., UNLESS OTHERWISE SPECIFIED BY THE INSURING AGENCY, NFPA AND/OR THE AUTHORITY HAVING JURISDICTION.
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1
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1"X1/2" REDUCING
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COUPLING
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1" SUPPLY LINE
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BRASS PENDENT SPRINKLER HEAD
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CEILING ESCUTCHEON WITH
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FACTORY APPLIED WHITE FINISH
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1" SUPPLY LINE
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SUPPORT
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CUP
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CEILING
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FINISH
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COUPLING
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1"X1/2" REDUCING
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WITH FACTORY APPLIED WHITE FINISH
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BRASS PENDANT SPRINKLER HEAD
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1"X1/2" REDUCING
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COUPLING
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1" SUPPLY LINE
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BRASS UPRIGHT SPRINKLER HEAD
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NTS
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NTS
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THE FIRE PROTECTION DESIGN FOR THIS PROJECT SHALL BE IN FULL ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 61 G15-30 AS IT PERTAINS TO "DELEGATED ENGINEER". THE DIVISION 15 CONTRACTOR SHALL PROCURE THE SERVICES OF A FLORIDA REGISTERED ENGINEER WHO WILL ACT AS THE DELEGATED ENGINEER FOR THE FIRE PROTECTION SYSTEM DESIGN BASED ON THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. THE DELEGATED ENGINEER WILL BECOME THE "ENGINEER OF RECORD" FOR THIS PORTION (FIRE PROTECTION SYSTEM) OF THE ENGINEERING PROJECT. THE DELEGATED ENGINEER SHALL CONFORM TO ALL REQUIREMENTS SET FORTH IN THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 61 G15-30.006 "DELEGATED ENGINEER'S RESPONSIBILITY". ALL FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER.
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%%UDESIGN
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STATIC PRESSURE
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FIRE SPRINKLER
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TEMPERATURE RATING
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HEAD MANUFACTURER
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RESIDUAL PRESSURE/FLOW
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TYPE
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CLASSIFICATION
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%%UITEM
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%%USPRINKLER SYSTEM BASIS OF DESIGN:
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OFFICE SPACE
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WET PIPE SPRINKLER SYSTEM
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155%%DF UNLESS OTHERWISE NOTED
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LIGHT HAZARD
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TYCO MODEL "TY", 1/2" ORIFICE
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CONTRACTOR TO OBTAIN INFORMATION
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CONTRACTOR TO OBTAIN INFORMATION
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NOTES: 1.SYSTEM DESIGN SHALL BE HYDRAULICALLY CALCULATED PER SYSTEM DESIGN SHALL BE HYDRAULICALLY CALCULATED PER NFPA-13. 2.PROVIDE 200°F TEMPERATURE SPRINKLER HEADS IN THE PROVIDE 200°F TEMPERATURE SPRINKLER HEADS IN THE MECHANICAL, ELECTRICAL EQUIPMENT ROOMS. 3.COORDINATE CEILING MOUNTED SPRINKLER HEADS WITH OTHER COORDINATE CEILING MOUNTED SPRINKLER HEADS WITH OTHER DEVICES (LIGHTS, DIFFUSERS, ACCESS PANELS, ETC.). SEE ARCHITECTURAL CEILING PLANS FOR LOCATIONS OF ALL DEVICES. 4.ALL MATERIALS AND EQUIPMENT SHALL BE UL AND/OR FACTORY ALL MATERIALS AND EQUIPMENT SHALL BE UL AND/OR FACTORY MUTUAL APPROVED WHERE APPLICABLE.
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DESCRIPTION OF WORK: THE EXTENT OF WORK INCLUDES ALL LABOR, : THE EXTENT OF WORK INCLUDES ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE SYSTEM AS SPECIFIED HEREIN IN ACCORDANCE WITH NFPA 13, 14, 20 AND 24, THE 5TH EDITION FPC AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. THE SYSTEM SHALL BE FULLY TESTED, CLEANED AND LEFT IN A COMPLETE AND OPERATIONAL STATUS. OBTAIN ALL PERMITS AND PAY ALL RELATED EXPENSES. ALL WORK IS A RENOVATION OF AN EXISTING SPRINKLER SYSTEM UNLESS INDICATED OTHERWISE. PIPING AND SPRINKLER HEADS SHALL BE ROUTED, LOCATED AND/OR RELOCATED AS REQUIRED PER NFPA-13: HOWEVER, ACTUAL PLACEMENT SHALL BE VERIFIED BY CONFIRMING EXACT LOCATION OF STRUCTURES AND OTHER UTILITIES IN THE FIELD AND BY CAREFUL LAYOUT PRIOR TO EXECUTION OF THE WORK. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHOULD NOT BE SCALED. PIPE, FITTINGS AND VALVES: STEEL PIPE ASTM A 135, PIPE SIZE 2" AND : STEEL PIPE ASTM A 135, PIPE SIZE 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED CAST IRON BLACK FITTINGS, PIPE SIZE 2-1/2" AND LARGER SHALL BE SCHEDULE 10 BLACK STEEL ROLL GROOVED WITH GROOVED COUPLINGS AND FITTINGS, MECHANICAL TEES AND WELDED OUTLETS, DRAIN PIPING SHALL BE SCHEDULE 40 WITH THREADED CAST IRON BLACK FITTINGS, NFPA 13 SPECIFIED WALL THICKNESS FOR 2-1/2" THRU 4" SIZE. CAST IRON THREADED FLANGES: ASME B16.4, CLASS 125, RAISED GROUND FACE, BOLT HOLES SPOT FACED. CAST IRON THREADED FITTINGS: ASME B16.4, CLASS 125, STANDARD PATTERN, WITH THREADS ACCORDING TO ASME B1.20.1, 175 PSI RATED. MALLEABLE IRON THREADED FITTINGS: ASME B16.3, CLASS 150, STANDARD PATTERN, WITH THREADS ACCORDING TO ASME B1.20.1. STEEL FITTINGS: ASTM A 234 / A 234M, SEAMLESS OR WELDED; ASME B16.9, BUTTWELDING; OR ASME B16.11, SOCKET WELDING TYPE FOR WELDED JOINTS. GROOVED END FITTINGS FOR STEEL PIPE: UL LISTED AND FM APPROVED ASTM A 536, GRADE 65-45-12 DUCTILE IRON OR ASTM A 47 GRADE 32510 MALLEABLE IRON, WITH GROOVES OR SHOULDERS DESIGNED TO ACCEPT GROOVED COUPLINGS. FLANGED JOINTS FOR DUCTILE IRON PIPE AND DUCTILE IRON OR CAST IRON FITTINGS: AWWA C115 DUCTILE IRON OR GRAY IRON PIPE FLANGES, RUBBER GASKETS, AND HIGH STRENGTH STEEL BOLTS AND NUTS. COUPLINGS FOR GROOVED END STEEL PIPE AND GROOVED END FERROUS FITTINGS: UL 213, AWWA C606, ASTM A 536 DUCTILE IRON OR ASTM A 47 MALLEABLE IRON HOUSING, WITH ENAMEL FINISH. INCLUDE SYNTHETIC RUBBER GASKET WITH CENTRAL CAVITY, PRESSURE RESPONSIVE DESIGN, ASTM A 183 CARBON STEEL BOLTS AND NUTS TO SECURE GROOVED PIPE AND FITTINGS. GENERAL: UL LISTED AND/OR FM APPROVED SERVICE VALVES WITH 175 PSIG NON-SHOCK MINIMUM WORKING PRESSURE RATING. GATE VALVES: UL 262, CAST BRONZE, THREADED ENDS, SOLID WEDGE, OUTSIDE SCREW AND YOKE, RISING STEM. PROVIDE INDICATING (BUTTERFLY OR BALL) VALVES TYPE, BRONZE BODY WITH THREADED ENDS, AND INTEGRAL INDICATING DEVICE, INDICATOR SHALL BE VISUAL AND ELECTRICAL 115 VOLTS A.C., PRE-WIRED 2 CIRCUIT, SUPERVISORY SWITCH. SPRINKLERS PROVIDE AUTOMATIC HEAT-RESPONSIVE GLASS BULB PROVIDE AUTOMATIC HEAT-RESPONSIVE GLASS BULB SPRINKLER HEADS, WITH 1/2" NOMINAL ORIFICE, 5.50 "K" FACTOR 155°FTEMPERATURE RATING, INSTALL SPRINKLERS IN A UNIFORM, CONSISTENT MANNER IN ORDER TO LINE UP EACH AREA, IN THE "CENTER" OF THE CEILING TILE AS DETAILED. REUSE EXISTING SPRINKLER HEADS AS ALLOWABLE PER CODE. SPRINKLER CABINETS: FINISHED STEEL CABINET AND HINGED COVER, WITH 6 : FINISHED STEEL CABINET AND HINGED COVER, WITH 6 SPARE SPRINKLERS PLUS SPRINKLER WRENCH, SUITABLE FOR WALL MOUNTING. ALARM DEVICES: VERIFY IF REQUIRED. PROVIDE NEW DEVICES IF REQUIRED : VERIFY IF REQUIRED. PROVIDE NEW DEVICES IF REQUIRED AS BASED ON PRE-BID FIELD INVESTIGATION. COORDINATE WITH ELECTRICAL (OR FIRE ALARM) CONTRACTOR TO PROVIDE CONNECTIONS TO FIRE ALARM SYSTEM IF REQUIRED. PIPING INSTALLATIONS: DEVIATIONS FROM APPROVED "WORKING PLANS" FOR DEVIATIONS FROM APPROVED "WORKING PLANS" FOR SPRINKLER PIPING REQUIRE WRITTEN APPROVAL FROM AUTHORITY HAVING JURISDICTION. FILE WRITTEN APPROVAL WITH THE ENGINEER PRIOR TO DEVIATING FROM APPROVED "WORKING PLANS". INSTALL UNION OR FLANGE ADJACENT TO EACH VALVE. INSTALL HANGER AND SUPPORT SPACING AND LOCATIONS FOR STEEL PIPING JOINED WITH GROOVED MECHANICAL COUPLINGS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR RIGID SYSTEMS PER NFPA 13. FIELD QUALITY CONTROL: FLUSH, TEST AND INSPECT SPRINKLER PIPING FLUSH, TEST AND INSPECT SPRINKLER PIPING SYSTEMS ACCORDING TO NFPA 13 CHAPTER "SYSTEM ACCEPTANCE". REPORT TEST RESULTS PROMPTLY AND IN WRITING TO ARCHITECT AND TO THE AUTHORITY HAVING JURISDICTION. CLEANING: CLEAN DIRT AND DEBRIS FROM SPRINKLERS. REPLACE CLEAN DIRT AND DEBRIS FROM SPRINKLERS. REPLACE SPRINKLERS HAVING PAINT OTHER THAN FACTORY FINISH WITH NEW SPRINKLERS. CLEANING AND REUSE OF PAINTED SPRINKLERS IS PROHIBITED.
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DATE:
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1 SYSTEM INSTALLED TO BE A WET PIPE FIRE PROTECTION SYSTEM FOR
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2A POINT OF SERVICE - INDICATED ON EXISTING CIVIL DRAWINGS
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2B ALL DESIGNS SHALL CONFORM TO NFPA-13
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2C INDICATED ON "FP" SHEETS
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2D DESIGN APPROACH:
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SYSTEM TYPE
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CONSTRUCTION TYPE
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HAZARD TYPE
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DESIGN DENSITY
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COVERAGE AREA
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DEVICE TEMPERATURE RATING (F)
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PROTECTION AREA (FT^2)
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SPACING FOR SPRINKLER HEADS (FT)
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2E CHARCTERISTICS FOR WATER SUPPLY ARE INDICATED ON DRAWING FP1
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2F FLOW TEST RESULTS:
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DATE OF TEST:
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TIME OF TEST:
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TEST PERFORMED BY:
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TEST ELEVATION:
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STATIC PRESSURE
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FLOW RATE AT RESIDUAL PRESSURE:
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HYDRANT BUTT COEFFECIENT:
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LOCATION OF TEST IN RELATION
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TO POINT OF SERVICE:
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2G VERIFY EXISTING SYSTEM HAS WATERFLOW ALARM DEVICE & TAMPERING DEVICE
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2H OBTAIN LATEST REPORT OF WATER QUALITY FROM CITY OF PALM CAOST, TO
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2I BACKFLOW DEVICES ARE EXISTING ON SITE.
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2J SEE THIS FP SHEET FOR SPECIFICATIONS ON EQUIPMENT.
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DETERMINE POSSIBLE MIC CONCERNS.
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CONNECTED TO FIRE ALARM SYSTEM.
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05-02-16
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PROJECT LOCATION:
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PROJECT NAME:
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AUTHORITY HAVING JURISDICTION:
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422 S. ALAFAYA TRAIL, ORLANDO, FL.
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DR BASSIN
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ORANGE COUNTY - FIRE DEPARTMENT
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INDOOR AREAS.
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WET PIPE
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NON-COMBUSTIBLE / OBSTRUCTED
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LIGHT HAZARD
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0.10 GPM/SQFT
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1,500 SQ FT
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ORDINARY DEGREE
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225 SQ FT
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15
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TBD
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1.THIS PROJECT IS A RENOVATION OF AN EXISTING FACILITY AND THIS PROJECT IS A RENOVATION OF AN EXISTING FACILITY AND INFORMATION IS TAKEN FROM CONSTRUCTION DOCUMENTS, VARIOUS SURVEYS AND FIELD INVESTIGATIONS. IT SHOULD BE UNDERSTOOD BY THE BIDDING CONTRACTORS THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND AS SUCH THE CONTRACTORS SHALL TAKE EXTRA STEPS DURING BIDDING TO FULLY DETERMINE AND UNDERSTAND THE FULL SCOPE OF WORK REQUIRED TO SUCCESSFULLY COMPLETE THIS PROJECT. 2.DISCUSS OWNERSHIP OF DEMOLISHED MATERIALS WITH OWNER PRIOR TO DISCUSS OWNERSHIP OF DEMOLISHED MATERIALS WITH OWNER PRIOR TO DISCARDING, OWNER HAS FIRST RIGHT OF REFUSAL. UPON ACKNOWLEDGMENT FROM OWNER, PROMPTLY REMOVE ALL DEMOLISHED MATERIALS NOT INDICATED TO BE REINSTALLED FROM THE PROJECT SITE AND ARRANGE FOR PROPER AND SAFE DISPOSAL. 3.PROTECT EXISTING TO REMAIN BUILDING COMPONENTS FROM DAMAGE PROTECT EXISTING TO REMAIN BUILDING COMPONENTS FROM DAMAGE DURING DEMOLITION AND NEW INSTALLATION. ANY REPAIRS REQUIRED OF BUILDING COMPONENTS DAMAGED DURING PLUMBING DEMOLITION AND/OR INSTALLATION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIRS SHALL MATCH THE SURROUNDING CONSTRUCTION METHODS AND FINISHES.
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FIRE PROTECTION WORK BOUNDARY LINE
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FIRE PROTECTION EXTRA HAZARD GOUP II
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FIRE PROTECTION PIPING ABOVE GROUND
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FIRE PROTECTION PIPING BELOW GROUND
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FIRE PROTECTION COVERAGE NOTE
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FIRE PROTECTION KEY NOTE
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RESIDUAL PRESSURE
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SPRINKLER HEAD AND ECSCUTCHEON
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CORRUGATED STAINLESS STEEL HOSE WITH STAINLESS STEEL BRAID
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ADJUSTABLE HUB
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MULTI-PORT BRACKET
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NTS
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T-BAR
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LAY-IN CEILING TILE
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BASIS OF DESIGN: FLEXHEAD COMMERCIAL SPRINKLER HOSE FITTING
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SPRINKLER BRANCH LINE
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1
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422 S
A
LA
FA
YA
T
RA
IL, S
UIT
E 31, O
RLA
ND
O, F
LO
RID
A
cons
ultin
g en
gine
ers
NGIN
EERI
NG
ONS
TRUC
TION
GEC
ROUP
licen
se #
0008
097
tel. 3
21.25
3.122
1fa
x. 32
1.253
.3123
2651
wes
t eau
gallie
, suite
a m
elbou
rne, fl
329
35
www.
cege
ngine
ering
.com
RE
V#
DA
TE
RE
VIS
IO
N
DR
AW
IN
G T
IT
LE
05-04-16
160133
PROJ. NO. :
SCALE
DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.
AL
AF
AY
A B
US
IN
ES
S C
TR
DR
. B
AS
SIN
B
UIL
D-O
UT
ENGINEER OF RECORD
DAVID E. ALLEY, PEPE #55008
FP2
DEA
WHB
WHB
AS NOTED
FIR
E P
RO
TE
CT
IO
N P
LA
N - F
IR
ST
F
LO
OR
KEY PLAN N
FIRE PROTECTION PLAN - FIRST FLOOR N
106-07-16
BLD
G. D
EP
T. C
OM
ME
NT
S
712-09-16
OW
NE
R C
HA
NG
ES
P:\AFC-DNA\DR. BASSIN\_MEP\160133 - PLBG.dwg, 1/25/2017 3:11:54 PM, GBeutel,
CEG
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1
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DESK
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BUILT IN CAB
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RAMP DOWN
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2,704 S.F.
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STAIR TO 500 S.F.
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MEZZANINE (TYP)
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2,450 S.F.
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2,490 S.F.
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2,514 S.F.
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2,064 S.F.
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COVERED LOADING DOCK
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PER UL #465 (TYP.)
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DEMISING WALL AS
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1 HOUR FIRE RATED
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OCFRD STANDARD 6017
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KEY LOCK BOX AS PER
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ROOM BUILDING 1
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FIRESPRINKLER RISER
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C
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COPYRIGHT STATEMENT
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THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF CONSTRUCTION ENGINEERING GROUP (CEG) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF CEG IS PROHIBITED BY LAW.
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SCALE: 1/4" = 1'-0"
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SCALE: 1/4" = 1'-0"
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AREA OF WORK
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1
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7
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ENTIRE DRAWING REVISED
422 S
A
LA
FA
YA
T
RA
IL, S
UIT
E 31, O
RLA
ND
O, F
LO
RID
A
cons
ultin
g en
gine
ers
NGIN
EERI
NG
ONS
TRUC
TION
GEC
ROUP
licen
se #
0008
097
tel. 3
21.25
3.122
1fa
x. 32
1.253
.3123
2651
wes
t eau
gallie
, suite
a m
elbou
rne, fl
329
35
www.
cege
ngine
ering
.com
RE
V#
DA
TE
RE
VIS
IO
N
DR
AW
IN
G T
IT
LE
05-04-16
160133
PROJ. NO. :
SCALE
DATE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING NO.
AL
AF
AY
A B
US
IN
ES
S C
TR
DR
. B
AS
SIN
B
UIL
D-O
UT
ENGINEER OF RECORD
DAVID E. ALLEY, PEPE #55008
FP3
DEA
WHB
WHB
AS NOTED
FIR
E P
RO
TE
CT
IO
N P
LA
N - S
EC
ON
D F
LO
OR
KEY PLAN N
FIRE PROTECTION PLAN - SECOND FLOOR N
106-07-16
BLD
G. D
EP
T. C
OM
ME
NT
S
610-21-16
OW
NE
R C
HA
NG
ES
712-09-16
OW
NE
R C
HA
NG
ES
P:\AFC-DNA\DR. BASSIN\_MEP\160133 - PLBG.dwg, 1/25/2017 3:11:55 PM, GBeutel,
CEG
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1
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2,704 S.F.
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STAIR TO 500 S.F.
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MEZZANINE (TYP)
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2,450 S.F.
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2,490 S.F.
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2,514 S.F.
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2,064 S.F.
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COVERED LOADING DOCK
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PER UL #465 (TYP.)
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DEMISING WALL AS
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1 HOUR FIRE RATED
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OCFRD STANDARD 6017
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KEY LOCK BOX AS PER
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ROOM BUILDING 1
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FIRESPRINKLER RISER
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C
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COPYRIGHT STATEMENT
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THESE DOCUMENTS AND THEIR CONTENTS ARE THE PROPERTY OF CONSTRUCTION ENGINEERING GROUP (CEG) AND ARE ISSUED ONLY FOR THE SPECIFIC PROJECT NOTED ON THESE DOCUMENTS. ANY REVISIONS, REPRODUCTIONS OR MODIFICATIONS OF THESE DOCUMENTS WITHOUT THE EXPRESS WRITTEN CONSENT OF CEG IS PROHIBITED BY LAW.
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SCALE: 1/4" = 1'-0"
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SCALE: 1/4" = 1'-0"
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AREA OF WORK
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1
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7
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ENTIRE DRAWING REVISED