HomeMy WebLinkAbout11-Equipment Details-Sheet No. 2.01- METAL BUILDING MANUFACTURER SHALL
PROVIDE SUPPLEMENTAL FRAMING AS
REQUIRED TO MEET CLEARANCE
REQUIREMENTS INDICATED ON THE
STRUCTURAL AND ARCHITECTURAL DRAWINGS
FUSIBLE HEAT ACTUATED
TO OVERHEAD TO OVERHEAD COMPRESSED AIR SHUTOFF VALVE f
REEL REEL SUPPLY (SEE NOTE 6) j }
COMPRESSED AIR TO
fILTERIREGULATOR i I ROOF STRUCTURAL SYSTEM
(BY PLUMBING FSB) i I
I (SEE FRAME TYPE ON
L- I-- --I STRUCTURAL DRAWINGS)
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AIR GAUGE, REGULATOR, MOTORIZED BALL VALVE STRUCTURAL RUNWAY BEAM BY EQUIPMENT
LUBRICATOR, ANTI -RUN-ON VALVE (SEE NOTE 5) MANUFACTURER (TYP). EQUIPMENT MANUFACTURER
AND SHUT OFF VALVE ETC. (TYP.) TO SUPPLY AND INSTALL ALL SUPPORT BRACKETS.
BRACKETS SHALL BE FABRICATED TO ADJUST FOR
CEILING SLOPE (SEE STRUCTURAL DRAWINGS)
FILL VENT �ILL VENT FILL VENT - POWER
WALL MOUNTED (BY ELECTRICAL FSB)
TANK PUMP (TYP.)
5W-20 BULK HYD. OIL 15W-40 BULK TIME CLOCK
120 GALLON 120 GALLON 120 GALLON (SEE NOTE 7)
z SINGLE GIRDER CRANE BY EQUIPMENT MANUFACTURER
NOTE(S):
w
�., 1. NOT ALL COMPONENTS OF PUMPING SYSTEM ARE SHOWN. CONTRACTOR SHALL PROVIDE ALL HOIST BY EQUIPMENT MANUFACTURER
EQUIPMENTICOMPONENTS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM, PER MANUFACTURER'S REQUIREMENTS. MB-41 HIGH HOOK HEIGHT MIN 20.0" A.F.F.
- GS-6 HIGH HOOK HEIGHT MIN 15-10" A.F.F.
2. COORDINATE TANK OPENINGS TO PROVIDE LAYOUT SHOWN
NOTES:
3. TANKS VENT TO OUTSIDE AS SHOWN ON PLUMBING DRAWINGS
1. METAL BUILDING MANUFACTURER SHALL PROVIDE STEEL SUPPORTISHIMS FOR BRIDGE CRANE EQUIPMENT TO
4. WASTE OIL TANK SHALL BE PROVIDED WITH PUMP -OUT CAM -LOCK CONNECTIONS IN ACCORDANCE ACCOMMODATE THE SLOPE OF THE STRUCTURAL STEEL IN ORDER TO PROVIDE A LEVEL BRIDGE CRANE
WITH SPECIFICATIONS SYSTEM AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM.
5. MOTORIZED BALL VALVE SUPPLIED BY LUBE SYSTEM CONTRACTOR AND INSTALLED BY PLUMBING FSB. 2. HOOK SHALL NOT EXTEND MORE THAN 1.5 FT DOWN FROM CRANE GIRDER WHEN IN FULL UP POSITION.
POWER PROVIDED BY ELECTRICAL FSB.
3. SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS,
6. HEAT ACTUATE SHUTOFF SUPPLIED BY LURE SYSTEM CONTRACTOR, INSTALLED BY PLUMBING FSB.
4. COORDINATE BRIDGE CRANE HEIGHT WITH OTHER UTILITIES AS REQUIRED.
7. TIME CLOCK PROVIDED BY LURE SYSTEM CONTRACTOR, INSTALLED BY ELECTRICAL FSB.
8. ALL WORK SHOWN SHALL BE BY THE GENERAL CONTRACTOR'S LURE SYSTEM SUB CONTRACTOR
UNLESS NOTED OTHERWISE.
GENERAL LUBE SYSTEM TANK PIPING ARRANGEMENT 5-TON AND 2-TON UNDERHUNG BRIDGE CRANE DETAIL (MB-41 AND GS-6)
N.T.S. N.T.S.
JUNCTION BOX
POWER LINE (TYP.) (BY ELECTRICAL FSB)
HIGH LEVEL ALARM .TANK FLOAT
FS-613 FS-6A - (BY ELECTRICAL FSB) (BY LUBE SYSTEM CONTRACTOR) (BY LUBE SYSTEM CONTRACTOR)
REEL SUPPORT FRAMING DATA LINE (TYP.) r WASTE OIL/ ANTIFREEZE TANK
(SEE NOTE 3) !
(SEE STRUCTURAL DRAWINGS) COMPRESSED AIRLINE(TYP.) �--� t-__ ----__ ----
REEL SUPPORT FRAMING SHUT-OFF VALVE (TYP.) SHUT-OFF VALVE (TYP.) (BY PLUMBING FSB}
FUEL OIL SUCTION LINE TO WASTE
(SEE STRUCTURAL DRAWINGS) OIL BURNER (FOR WASTE OIL
WASTE OIL LINE
(BY LUBE SYSTEM TANK ONLY) (SEE NOTE 5)
17- CONTRACTOR)
MOTORIZED FUEL OIL RETURN LINE
BALL STOP TYP. BALL STOP TYP. BALL VALVE (FOR WASTE OIL TANK
(SEE NOTE 4) WASTE OIL/ANTIFREEZE PUMPOUT STATION ONLY) (SEE NOTE 5)
(BY LUBE SYSTEM CONTRACTOR)
NOTE(S):
n
1. NOT ALL COMPONENTS OF PUMPING SYSTEM ARE SHOWN. CONTRACTOR SHALL PROVIDE ALL
`LU _ 'I to
i EQUIPMENT/COMPONENTS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM, PER
Cn
UJ uJLU MANUFACTURER'S REQUIREMENTS.
co a � o METER TYP.
w 0 2. HIGH LEVEL ALARM SHALL ACTIVATE THE MOTORIZED BALL VALVE TO SHUT OFF AIR SUPPLY TO
o METER TYP. o PUMPOUTSTA11ON WHEN THE WASTE OIL TANK REACHES 90% CAPACITY.
G0 o0
Co CO M o w 3. EMPTY 1" CONDUITS WITH PULL STRING SHALL BE INSTALLED BY THE ELECTRICAL FSB. LUBE
Z z SYSTEM CONTRACTOR SHALL PULL DATA WIRES.
M LED LAMP COMP 5W.20 M ELECTRIC FLOOR 4. MOTORIZED BALL VALVE SHALL BE SUPPLIED BY THE LUBE SYSTEM CONTRACTOR AND SHALL BE
WITH AIR 1/2" OIL TRIPLE TAP COMP 15W-40 5W-20 HYD. INSTALLED BY THE PLUMBING FSB. POWER SHALL BE PROVIDED BY THE ELECTRICAL FSB.
OUTLET FLOOR OUTLET AIR 1/2" OIL OIL OIL
5. LUBE SYSTEM CONTRACTOR SHALL COORDINATE WASTE OIL TANK PENETRATIONS WITH HVAC
FSB CONTRACTOR TO ENSURE WASTE OIL TANK HAS THE CORRECT QUANTITY AND SIZE OF
PENETRATIONS FOR THE WASTE OIL BURNER SYSTEM.
NOTE: CONTRACTOR SHALL PROVIDE SUPPLEMENTAL FRAMINGISUPPORTSAS NEEDED TO CONNECT TO REEL SUPPORT FRAMING 6. THIS GENERIC DETAIL COVERS BOTH THE WASTE OIL AND WASTE ANTWREEZE PUMPING AND
STORAGE SYSTEMS. CONTRACTOR SHALL PROVIDE TWO SEPARATE PUMPING AND STORAGE
REEL BANK DETAIL SYSTEMS, ONE FOR EACH WASTE FLUID.
N.T.S. WASTE OIL AND ANTI -FREEZE TANK SCHEMATIC PIPING ARRANGEMENT
N.T.S.
3 4 0 5 65
MB-34 OIL BAR
I 15W-40
-5W-20
-HYDRAULIC FLUID
I
i
i
STRUCTURAL COLUMN
g - ; 19.69"
.94
TRUCK ENVELOPE TYPICAL
� L j
M
1
30' . 0"
NOTES:
_14.36"
1. WALL BOOM EXTENSION SHALL BE MOUNTED IN ACCORDANCE WITH NOTES:
MANUFACTURER'S RECOMMENDATIONS. 1. THE FOLLOWING FLUIDS SHALL BE SUPPLIED TO THE OIL BAR (MB-34):
2. WALL BOOM SHALL BE SIZED SUCH THATALL SIDES OF THE VEHICLE 1) HYDRAULIC OIL
CAN BE EASILY WASHED. "B" AND "L" LENGTHS SHALL BE CHOSEN BY 2) 15W-40
CONTRACTOR AND OWNER IN ACCORDANCE WITH 3) 5W-20
MANUFACTURER'S RECOMMENDATIONS.
3. BOOM HEIGHT SHALL BE APPROVED BY OWNER PRIOR TO
INSTALLATION.
VEHICLE WASH KNUCKLING BOOM ARM (MB-34) THREE SPIGOT OIL BAR UNITS
N.T.S. N.T.S.
1,500 GALLON H-20 TRAFFIC RATED TANK
(WATERTIGHT) BY GENERAL CONTRACTOR. SEE
SPEC SECTION 111126 VEHICLE WASH EQUIPMENT
10' - 0" FOR EXTERIOR AND INTERIOR SEALER
REQUIREMENTS
HS-20 WATERTIGHT COVER PROVIDED
AND INSTALLED BY THE GENERAL
CONTRACTOR (TYP.). EXTEND TO SLAB
FINISH FLOOR AS NEEDED.
OUTLET: 6" OVERFLOW TO OIW SEPARATOR 3A" ELECTRICAL CONDUIT BY 2" SCH 80 PVC OZONE RETURN LINE TO BE INSTALLED 8"-12"
BY FSB PC. CONNECT TO DISCHARGE PIPE, ELECTRICAL FSB. PENETRATE ABOVE WATER LINE BY GC. INSTALL TEE AT END OF LINE
SEE PLUMBING DRAWINGS TANK ABOVE WATER LEVEL 2'-V FROM BOTTOM OF TANK
4" TANK VENT (BY PLUMBING FSB) 314" ELECTRICAL CONDUIT BY
ELECTRICAL FSB. PENETRATE
OUTLET BY a e TANK ABOVE WATER LEVEL
PLUMBING FSB - - -
i�
CV
Cl)
-------------- --- J - -----
�s INLET: 6" DRAIN LINE FROM WASH
L _ d 0- F- ¢ o M BAY SUMP (BY FSB PC)
s dL'�-
a S�
[O CO
12" OF COMPACTED
GRAVEL BORROW
TWO (2") SCH 80 PVC SUCTION LINES FOR PRETREATMENT UNIT. THE ACTUAL LINES TO BE
GENERAL NOTE: TANK SHALL BE SUPPLIED AND INSTALLED BY THE G.C. EQUIPPED WITH FOOT VALVES PROVIDED BY EQUIPMENT MNF. PRESSURE TEST THE LINES
FOR 24 HOURS AT 30 PSI BEFORE POURING CONCRETE (BY GC). PENETRATE TANK ABOVE
DESIGN NOTES: WATER LEVEL, THEN DROP THE PIPES DOWN TO 1'-6" ABOVE TANK BOTTOM. IF TANK
1. CONCRETE 5,000 PSI @ 28 DAYS DIMENSIONS ARE DIFFERENT THAN SHOWN COORDINATE HEIGHT ABOVE BOTTOM OF
2. HS-20-44 LOADING WITH 12" TO 60" OF COVER TANK WITH THE ENGINEER.
3. REINFORCING ASTM A615 GRADE 60
4. CONST. JOINT TO HAVE MIN. 1" BUTYL SEALANT
5. TANK SHALL BE COATED ON THE INTERIOR AND EXTERIOR, SEE SECTION 111126 FOR DETAILS.
VEHICLE WASH PRE-TREATMENT TANK DETAIL (VW-12)
C o, l 8.9 O
---_
MB-68 LUBE REEL BANK o MEZZANINE a BELT/DISK SANDER
" I -5W-20 REELo_ i _ LIMITS - 7"� 7"� �" 5"o
_ -COMPRESSED AIR REEL (1i2"DIA) i , I A - - -� - /�
�� �.r _w�
I
-ELEC REEL Wt LAMP AND TOOL TAP OUTLET � i '' , � ! I /� ,
A In
50 -01
r I I II
5"�MB-6A LUBE REEL BANK
15W-40 REEL I 70
MITER
SAW CS'9
-5W-20 REEL o oT
CS-13 1 SEE NOTE 5 FOR BAND SAW
-HYDRAULIC FLUID REEL �-° DusTcoLLEcroR DucTwoRK
o Ell
-COMPRESSED AIR REEL (1l2" DIA) ! f
I TERMINATION
-ELEC REEL W/ TRIPLE TAP OUTLET ! f FACILITIES
- - -
�.5 LJ CARPENTRY
1.� _ j SHOP
I U = FS-1:120 GAL. II I
O I
i
(15W-40) -- --
J
--OK
MB-29 A: WASTE OIL PUMPOUT -2.20 GAL
I
--,
o �(W-2)
'
� - 5 0 �o
FMB-29 B• WASTE ANTI -FREEZE __ }
PUMP OUT - - - FS-5:1,000 GAL. - -- ----- -- - -
o I I o dJ L- J
lC� I - - - - - (WASTE OIL)
LE- -
JUL .I 2021�NDERSIDEFS-4: 60 GAL.
PIPING SHALL BE TIGHT TO : OF ROOF. PIPING
SHALL BEND UNDER STRUCTURAL BEAM AND THEN BEND (WASTE ANTIFREEZE)
HEALTH DEPT. I i BACK UP TO UNDERSIDE OF ROOF
FS-3:120 GAL. 9
(HYD. OIL)
111111177777111L o ___ 11 ., EZANOTES:
-t
___----
- -
4L 1. DUCT WORK SHALL 8E RUN TIGHT TO THE BUILDING WALL AND CEILING WITH VERTICAL DROPS DOWN TO CS-2, CS-3 AND
WALL MOUNTED
TYPICAL LUBE PIPE ROUTING. PIPING SHALL BE CS-10 AS PART OF BID ALTERNATE NO. 1. DUCTWORK SHALL AVOID WINDOWS AND OTHER UTILITIES LOCATED IN THE
i LUBE PUMP, FS-9 CARPENTRY SHOP,
RUN TIGHT TO UNDERSIDE OF STRUCTURE AND (TYP. 1 OF 3) 2. DUCTWORK SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTORS DUST COLLECTION SYSTEM SUB -
TO BUILDING WALLS. ROUTE PIPING IN ; CONTACTOR.
ACCORDANCE WITH MANUFACTURER'S 3. FINAL DUCTWORK SIZING SHALL BE COORDINATED WITH APPROVED DUST COLLECTOR SHOP DRAWING.
4. FINAL LOCATION OF DUCT DROPS SHALL BE FINALIZED IN THE FIELD WITH THE OWNER.
RECOMMENDATIONS. SEE SPECIFICATION 11 11 29 5. RIGID METAL DUCT DROPS SHALL TERMINATE AT 5" TO 4" REDUCER FITTING, FROM THE REDUCER FITTING FLEXIBLE
3 4 5 G 6.5 8.2
HOSING SHALL BE RUN AND CONNECTED TO THE MACHINE THAT THE DUCT DROP IS SERVING. FLEXIBLE HOSING SHALL BE
PROVIDED BY THE DUST COLLECTION SUB -CONTRACTOR.
0TYPICAL LUBE PIPE ROUTING DETAIL DUST COLLECTOR DUCT DROP ROUTING DETAIL (BID ALT. NO. 1)
118" = 1'-0"
Project:
NEW DPW FACILITY
00 7-
i
MATTACH E5
N��RPORATE0�6 6
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02673
Weston o Sampson
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard Suite 250
Foxborough, MA 02035
(508) 698-3034 (800) SAMPSON
www.vvestonandsampson.com
Consultants:
Seal:
FvtN OF 4fq�
4� JAMES R.
FAIR
CIVIL
C
NO, 46434
Revisions:
Rev Date Description
Issued For:
BIDDING
PROJECT TRUE
SCALE: AS NOTED
Date:
Drawn By:
Reviewed By:
Approved By:
SEPTEMBER, 13 2019
Author
Checker
Approver
W&S Project No:
2170117-E
Drawing Title:
EQUIPMENT
DETAILS
Sheet Number:
WESTON & SAMPSON COPYRIGHT2019