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<br />GENERAL PLUMBING NOTE
<br />PLUMBING FIXTURES SHALL COMPLY WITH (F.B.C. 2010 PLUMBING TABLE 604.4)
<br />NO HOT WATER WITH A TEMPERATURE HIGHER THAN 140' TO DISCHARGE INTO SANITARY.
<br />DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL
<br />THE DEVELOPED LENGTH OF HOT WATER PIPING FROM THE SOURCE OF HOT WATER
<br />PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, EQUIPMENT,
<br />SUPPLY TO THE FARTHEST FIXTURE SHALL BE LESS THAN 100 Fr.
<br />ETC. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED
<br />FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION.
<br />RESTROOMS SHALL COMPLY WWITHF.B.C. 2010 BUILDING SECTION 13-412.1 JaBC.2.5.2)
<br />ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST EDITIONS OF THE NATIONAL,
<br />THE HOT WATER SUPPLY TO ANY FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED
<br />STATE, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION.
<br />ON THE LEFT SIDE OF THE FIXTURE. (F.B.C. 2010 PLUMBING 607.4)
<br />THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE
<br />ALL INDIRECT WASTE PIPING SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK
<br />THEMSELVES WITH ALL EXISTING CONDITIONS. ALL EXCAVATION AND BACKFILL AS
<br />INTO A WASTE RECEPTOR OR STANDPIPE. WASTE RECEPTORS AND STANDPIPES SHALL
<br />REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL. BE PART OF THIS CONTRACT.
<br />BE TRAPPED AND VENTED AND SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM.
<br />ALL INDIRECT WASTE PIPING THAT EXCEEDS 2 FT IN DEVELOPED LENGTH MEASURED
<br />ALL MATERIALS SHALL BE NEW AND FREE OF NOTICEABLE DEFECTS.
<br />HORIZONTALLY, OR 4 FT IN TOTAL DEVELOPED LENGTH, SHALL BE TRAPPED. (F.B.C.
<br />2010 PLUMBING 802.2)
<br />ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR AND IN A
<br />FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY
<br />ALL DEVICES INTENDED TO SERVE SOME SPECIAL FUNCTION AND THAT CONNECT TO THE
<br />OPERATIVE AND ACCEPTED BY THE ENGINEER/ARCHITECT AS SUCH.
<br />WATER SUPPLY SYSTEM SHALL BE PROVIDED WITH PROTEC11ON AGAINST BACKFLOW AND
<br />CONTAMINATION OF THE WATER SUPPLY SYSTEM. (F.B.C. 2010 PLUMBING 608.3)
<br />ALL WORK SHALL: BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH
<br />THE PROGRESS OF CONSTRUCTION.
<br />NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS
<br />VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO THE START
<br />MATTER AND, DISINFECTED PRIOR TO UTILIZATION. (F.B.C. 2010 PLUMBING 610.1)
<br />OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER/ARCHITECT OF ANY
<br />HOT WATER AND DRAIN PIPES UNDER SINKS AND/OR LAVATORIES SHALL BE INSULATED
<br />DISCREPANCIES. ALL EXISTING PLUMBING SHOWN ON THE PLANS IS ESTIMATED AND MAY
<br />NOT BE IN THE SAME LOCATION AS SHOWN, CONTRACTOR MUST VERIFY EXISTING
<br />OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO
<br />PLUMBING PRIOR TO COMMENCING WORK.
<br />SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. F.B.C. 2010 BUILDING 11-4.19.4
<br />PROVIDE A MINIMUM PITCH OF 1/8" FOR 3" OR LARGER PIPES, 1/4" PITCH FOR LESS
<br />& 11-4.24.6)
<br />THAN 3" PIPES.
<br />PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK.
<br />A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK - CLOSING VALVES
<br />ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED
<br />PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS.
<br />WITHIN AN EFFECTIVE RANGE OF THE QUICK - CLOSING VALVE. ACCESS SHALL BE
<br />PROVIDED TO WATER HAMMER ARRESTORS.
<br />AN OPEN VENT TERMINAL FROM A DRAIGAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY
<br />BENEATH ANY DOOR, OPENABLE WINDOW, OR OTHER AIR INTAKE OPENING OF THE
<br />SHUTOFF VALVE SHALL BE INSTALLED ON THE WATER SUPPLY PIPE TO EACH APPLIANCE
<br />BUILDING OR OF AN ADJACENT BUILDING, AND ANY SUCH VENT TERMINAL SHALL NOT
<br />OR MECHANICAL EQUIPMENT AS PER (F.B.C. 2010 PLUMBING 606.2.3)
<br />BE WITHIN 10 FEET HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS AT LEAST 2
<br />FEET ABOVE THE TOP OF SUCH OPENING. (F.B.C. 2010 PLUMBING 904.5)
<br />PROVIDE 1/2"COLD WATER TRAP PRIMER FOR ALL DRAINS FROM THE NEAREST
<br />PLUMBING FIXTURE, WHERE APPLICABLE.
<br />LANDLORD WORK SUBJECT TO CONFIRMATION: THIS SCOPE OF
<br />WORK IS FURNISHED ONLY AS A GUIDE TO THE CONTENTS OF
<br />THIS DRAWING AND COMMUNICATION. IT MAY BE INCOMPLETE
<br />AND NOT IN FULL CONFORMANCE WITH THE BINDING
<br />RESPONSIBILITIES AND SCOPE CALLED OUT OR CONTEMPLATED
<br />TO BE IN THE LEASE. PRIOR TO INMATING ROSS
<br />CONSTRUCTION CONTRACT DRAWINGS FOR THIS PROJECT YOU
<br />MUST VERIFY THE FINAL SCOPES OF WORK THROUGH BEN
<br />WHEELER, THE ASSIGNED ROSS CONSTRUCTION REPRESENTATIVE.
<br />IN THIS TENANT PLAN THE LANDLORD IS SHOWN TO BE
<br />RESPONSIBLE FOR: PROVIDING AN ENTIRELY PROTOTYPE ROSS
<br />SHELL AND ELEVATION AS PER THIS ISSUED AE1-0. LANDLORD
<br />MUST ALSO ADDRESS ALL GRADING ISSUES AT ALL ELEVATIONS
<br />OF THE STORE. IN PARTICULAR THE FRONT ELEVATION CURB
<br />LINE IS TO BE MODIFIED AS SHOWN AND EXTERIOR GRADING
<br />MUST COINCIDE AND FACILITATE THE ROSS FRONT ELEVATION.
<br />LANDLORD IS ALSO SHOWN TO BE RESPONSIBLE FOR;
<br />PHYSICALLY DEMISING THE PREMISE WITH A WALL THAT MEETS
<br />ROSS PROTOTYPE REQUIREMENTS; PROVIDING A DEDICATED
<br />COMPACTOR AND TRUCK DOCK AREA EXCLUSIVE TO ROSS;
<br />PROVIDING A DEDICATED 2" WATER LINE, A 1 %' GAS LINE, AND
<br />A SANITARY SEWER LINE; AND PROVIDING A PROTOTYPICAL
<br />DEDICATED 600 AMP, 277/480 VOLT, 3 PHASE SERVICE..
<br />NEW 4"
<br />STUBBED
<br />FOR F
<br />NOTE:
<br />ALL UTILITIES THAT RUN THROUGH THE STORE, INCLUDING
<br />SANITARY SEWER AND WATER LINES, SHALL EXCLUSIVELY
<br />SERVE THE STORE. LANDLORD SHALL REMOVE ANY UTILITY
<br />LINES THAT RUN THROUGH THE STORE WHICH SERVE
<br />OTHER TENANTS.
<br />INSTALL ALL UTILITIES IN STORE AS SET FORTH IN TENANT'S
<br />PROTOTYPE PLANS AND DESIGN GUIDELINES INCLUDING SANITARY
<br />SEWER (4" LINE), WATER (2" LINE) AND SEPARATE METERS.
<br />MIN. SLOPE
<br />(INCH PER FOOT)
<br />2 1/2 OR LESS
<br />1/4
<br />3 TO 6
<br />1/8
<br />8 OR LARGER
<br />1/16
<br />N❑TEI HANGER SPACING SHALL CONFORM TO TABLE 308.5 <F.B.C. 2010 PLUMBING)
<br />HANGER LOCKING NUT
<br />SUPPORT NUT ROD —'' SUPPORT NUT
<br />HEAVY DUTY CLEVIS —HEAVY DUTY CLEVIS
<br />HANGER HANGER
<br />PIPE VAPOR BARRIER
<br />INSULATION
<br />.... 16 GAUGE ZINC COATED
<br />SHEET STEEL SADDLE AT
<br />CLEVIS HANGER LEAST 8" LONG
<br />SINGLE HORIZONTAL RUNS
<br />NO VAPOR BARRIER INSULATI❑N CLEVIS HANGER
<br />SINGLE HORIZONTAL RUNS
<br />WITH VAPOR BARRIER INSULATI❑N
<br />WELDS WEB MEMBERS ONE ANGLE ON EACH
<br />HANGER NUT SIDE OF WEB MEMBERS
<br />REST ON TOP OF
<br />2" BOTTOM CHORDS STEEL
<br />BENT STRAP 1-1/2" JOISTS BETWEEN PANEL
<br />3/16" OVER VERT. POINTS, SIZE FOR LOAD`
<br />LESS OF ANGLES
<br />BOTTOM CHORDS
<br />OF STEEL JOIST STEEL J❑IST
<br />HEAVY DUTY CONCRETE
<br />STEEL INSERT WITH
<br />ELONGATED STRAP
<br />00
<br />°°g s o BEAM
<br />o '$
<br />01 ° °aa JA
<br />_
<br />r
<br />- - EAM CLAMP
<br />INSERT NUT HANGER ROD
<br />CONCRETE INSERT -
<br />STEEL BEAM = CHANGER ROD.
<br />SIZE AS REG.
<br />PIPE SUPPORT DETAIL
<br />(FOR SANITARY & WATER PIPING) NTS
<br />NEW 2" CW LINE
<br />STUBBED & CAPPED
<br />ABOVE CEILING <<, 2"
<br />CONNECT TO THE EXISTING FOR FUTURE USE '*;,.CW
<br />SANITARY LINE, CONTRACTOR f �uNE
<br />TO VERIFY EXACT SIZE / 1
<br />AND LOCATION 0 SITE. SHUT-OFF
<br />VALVE 2"
<br />CW
<br />I
<br />i TO EXISTING 8" CW
<br />SERVICE LINE,
<br />i
<br />SEE CIVIL PLANS
<br />< FOR EXACT LOCATION
<br />NEW 1-1/2
<br />2" \ WATER
<br />CYy �NF - `. METER
<br />NEW 1-1/2" NOTE:
<br />BACKFLOW VERIFY EXACT LOCATION FOR
<br />PREVENTER BACKFLOW PREVENTER AND
<br />WATER METER 0 SITE.
<br />(SEE CIVIL PLANS)
<br />PLUMBING RISERS
<br />TEST COCK (TYPICAL) SHUT-OFF VALVE
<br />STRAINER —
<br />TRAINER (TYPICAL)
<br />CW SUPPLY
<br />TO BUILDING
<br />SUPPORT AS
<br />REDUCED PRESSURE REQUIRED
<br />BACKFLOW PREVENTER
<br />DOUBLE CHECK VALVE
<br />-WAITS' SERIES #909
<br />GRADE — _ —
<br />I I I�I I I TIT I�
<br />CW SUPPLY LINE
<br />NOTES:
<br />1. VERIFY LOCATIONS OF EXISTING WATER AND SANITARY SUPPLY CONNECTION POINTS WITH CITY OR LOCATE ON EXISTING SITE.
<br />2. VERIFY EXISTING SIZES AND INVERTS OF EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW WATER AND SANITARY LINES.
<br />3. ALL INTERIOR POTABLE WATER SERVICE PIPING TO BE COPPER TYPE K OR L. ANY SUBSTITUTIONS MUST BE APPROVED BY ENGINEER.
<br />4. ALL HOSE BIBBS TO HAVE SHUT OFF VALVES AND VACUUM BREAKERS.
<br />5. MAIN WATER SERVICE TO BE SIZED PER PLANS.
<br />BACK FLOW PREVENTER
<br />NTS
<br />PROVIDE EXTRA HEAVY PATTERN FULL OPENING
<br />IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE
<br />CLEANOUT WITH COUNTERSUNK HEAD
<br />FINISH GRADE PROVIDE POUREDCONC. MINIMUM 1"
<br />BLOCK WHEN C.O. IS
<br />NOT IN PAVED AREA
<br />'0140' oft 010 0 0 0 0 0 0 0 - -
<br />'o C O o .a O ,o . O ,o O •o o O, a` O . o• O o,
<br />°,Oe oQof'pooui,
<br />OaotOaa4aOao,' Oy°,cpseo0asooQ,;u
<br />oo, ,opapoapo,ap,o,
<br />31
<br />4,<°o
<br />12"A 2"x8" LONG SWEEP. USE SHORT
<br />w n'
<br />f
<br />POURED CONC. SWEEP WHERE REQUIRES —SAME SIZE AS
<br />BLOCK WHEN SEWER - MAX. f �— STAINLESS STEEL COVER
<br />CLEANOUT IS COMBINA11ON "Y" & SIZE 4" SCREWED TO THREADED
<br />NOT IN 1/8" BEND C.O. PLUG
<br />PAVED AREA
<br />- --"- FACE OF WALL
<br />EXTERIOR INTERIOR
<br />ELEVATION ELEVATION WALL — TYPE
<br />TYPICAL_ CLEANOUT DETAILS
<br />GAS VALVES TO BE
<br />READILY ACCESSIBLE
<br />GAS CONTRACTOR TO VERIFY ALL THE
<br />EQUIPMENT SPECIFICATIONS PRIOR TO
<br />INSTALLATION AND TO NOTIFY
<br />ENGINEER WITH ANY DISCREPANCIES
<br />NEW 2" GAS LINE
<br />(� STUBBED & CAPPED
<br />ABOVE CEILING
<br />FOR FUTURE USE
<br />I
<br />2"
<br />GAS I NEW GAS METER
<br />LINE I SET 0 2 PSI, TO
<br />BE INSTALLED BY
<br />GAS COMPANY
<br />V
<br />SHUT-OFF
<br />VALVE
<br />GAS NOTES & CALCULATIONS
<br />EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW
<br />LABEL MARKED "GAS" IN BLACK LETTERS. THE MARKING
<br />SHALL BE SPACED AT INTERVALS NOT EXCEEDING 5
<br />FEET. *NOT REQUIRED ON STEEL PIPE OR PIPE LOCATED
<br />IN SAME ROOM AS EQUIPMENT SERVED.
<br />GAS PIPING TO BE INSTALLED BY LICENSED CONTRACTOR
<br />TOTAL DEVELOPED GAS PIPE LENGTH
<br />FROM REGULATOR TO
<br />FURTHEST APPLIANCE = 300'
<br />TOTAL BTUH LOAD = 1070,000 BTUH.
<br />REQUIRES A 2" GAS LINE PER
<br />TABLE 402.4(3) - NATURAL (F.B.C. 2010 FUEL GAS)
<br />SCHEDULE 40 METALLIC PIPE
<br />INLET PRESSURE: 2.0 P.S.I.
<br />PRESSURE DROP: 1.0 P.S.I.
<br />SPECIFIC GRAVITY: 0.60
<br />NTS
<br />Proj. Mgr,
<br />JU
<br />Job. Capt.
<br />SG
<br />Drawn bS
<br />JT
<br />RON BARR, A.I.A.
<br />Revd by STATE OF FLORIDA
<br />I<a AR 0016160
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<br />© COPYRIGHT 2012
<br />BARR ARCHITECTURAL STUDIO
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<br />Revisions:
<br />COORDINATION 09-04-13
<br />CADFILE No.
<br />4-1
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<br />Sheet Title
<br />PLUMBING RISER
<br />NOTES & DETAILS
<br />Sca le:
<br />RE CONSULTING INC, SEAL
<br />Date:
<br />01-31 _2013
<br />Sheet No.
<br />ELECTRICAL * MECHANICAL * PLUMBING RAJA BUCHANAN
<br />FL RE # 8916 ,_
<br />E NGIN EERIN G
<br />Project No.
<br />6191 W. ATLANTIC BLVD., SUITE #2
<br />P2-0
<br />MARGATE, FL 33063
<br />Ph: 954-590-3300 Fax: 954-590-2232
<br />q
<br />! 2-027
<br />Email: mepengineers@aol.com ' U N 0 5 20114
<br />RAJA BUCHANAN FL P.E # 48916 ,
<br />CERTIFICATE OF AUTHORIZATION # 8842 DATE:-_w_--�
<br />2 OF 2
<br />FILE: 1612-P2-O.DWG
<br />f.+
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