GENERAL SHEET NOTES

CS101A
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P-801
P-103
M. POLYTECH ASSOCIATES INC.
235 Pine Street, 17th Floor San Francisco, CA 94104 TEL (415) 397-3117 FAX (415) 397-1517
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o n e in c h = o n e fo o t
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th re e in c h e s = o n e fo o t
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PROJECT NUMBER: 130-055
220 Montgomery Street, Suite 650 San Francisco, CA 94104 TEL: 415.632.3266 www.mazzetti.com
PLUMBING SUPPLY DISTRIBUTION PLAN - FIRST FLOOR NEUROCOG TBI RESEARCH BUILDING / BUILDING R4 DEMOLITION / NEW PARKING LOT
150 MUIR ROAD, MARTINEZ, CA 94553
09/11/13 PP101
1/4" = 1'-0" 1
1 SEE CIVIL DRAWING CS01 FOR CONTINUATION. SIZE AS NOTED.
2 HEAD WASH SINK.
3 REFER TO CS01 FOR LOCATION OF NATURAL GAS METER ASSEMBLY WITH PRESSURE REGULATOR, SHUT-OFF VALVE, AND SEISMIC SHUT-OFF VALVE.
4 SOLAR DRAIN BACK TANK, 16-1/4" DIA.x19"HT.
5 1-1/4" CW DN. AND CONNECT TO WH-1 WITH SHUT-OFF VALVE. PROVIDE 1/2" TP TO HUB DRAIN & FLOOR SINK.
6 1-1/4" NG. DN. AND CONNECT TO WH-1 WITH SHUT OFF VALVE AND DRIP LEG.
7 1-1/4" HW DN. TO LEAD FREE THERMOSTATIC MIXING VALVE.
8 PROVIDE SHUT-OFF VALVE AND WATER METER, SEE 5/PP400.
9 1/2" HWR DN. TO HWRCP-1.
10 3/4" SOLAR HOT WATER SUPPLY AND RETURN PIPES UP.
11 2" CW DN. TO SHUT-OFF VALVE IN WALL SPACE BEHIND 12"x12" WALL ACCESS PANEL BELOW LAVATORY COUNTER.
12 3/4" HW DN. TO SHUT-OFF VALVE IN WALL SPACE BEHIND 12"x12" WALL ACCESS PANEL BELOW LAVATORY COUNTER.
13 1/2" CW DN. TO TP-1 WITH SHUT-OFF VALVE BEHIND ACCESS PANEL PROVIDE 1/2" TP TO FLOOR DRAIN.
14 NATURAL GAS MONITORING SYSTEM.
15 SEE 7/PP400.
16 HAND WASH SINK, SEE PP500.
1. PROVIDE SHUT-OFF VALVES AT ALL SINKS AND PLUMBING FIXTURES, SEE PP300
UP
UP
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(730 SF)
(730 SF)
2"V UP
2" RWL UP
2" OFD UP
4" SAN BFF
2" OFD AT CEILING
2" RWL AT CEILING
4" W DN.
2" W DN.
4"SAN BFF
2"FD-C
2"GCO
1
CD
3/4" CD 10
OPP HAND
WAITING ATRIUM
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PLUMBING WASTE, DRAIN AND VENT PIPING PLAN - FIRST FLOOR NEUROCOG TBI RESEARCH BUILDING / BUILDING R4 DEMOLITION / NEW PARKING LOT
10/20/14 PL101
1/4" = 1'-0" 1
PLUMBING PLAN - FIRST FLOOR WASTE
1. PROVIDE SUB DRAINAGE SYSTEM UNDERNEATH THE BUILDING SLAB AS DESCRIBED IN SECTION 7.4 OF GEOTECHNICAL REPORT REPORT. SEE SUB DRAINAGE DRAWINGS.
2. PROVIDE CONDENSATE DRAINAGE PIPING FROM FAN COIL UNITS (SEE MECHANICAL PLANS) TO TERMINATE SERVISE SINK (P-501).
2 3"OFD OUTLET NOZZLE TO TERMINATE 12" ABOVE GRADE.
3 HEAD WASH SINK.
7 SEPARATOR, SEE PP301.
8 HAND WASH SINK, SEE PP500.
9 FAN COIL UNIT, SEE MECHANICAL PLANS. INSTALL CONDENSATE DRAIN IN ACCORDANCE WITH MANUFACTURER & PUBLISHED INSTALLATION INSTRUCTIONS.
10 CONDENSATE DRAIN (CD) PIPING SLOPE AT 1/8" PER FOOT. SIZE AS NOTED.
11 1" CD TO TERMINATE 6" ABOVE SERVICE SINK.
12 AC UNIT, SEE MECHANICAL PLANS. INSTALL CONDENSATE DRAIN IN ACCORDANCE WITH MANUFACTURER & PUBLISHED INSTALLATION INSTRUCTIONS.
DN
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P-103
P-202
P-418
P-418
P-609
P-103
P-103P-103
P-501
P-528
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PLUMBING SUPPLY DISTRIBUTION PLAN - SECOND FLOOR NEUROCOG TBI RESEARCH BUILDING / BUILDING R4 DEMOLITION / NEW PARKING LOT
10/20/14 PP102
1/4" = 1'-0" 1
1 NOT USED
2 3/4" SOLAR HOT WATER SUPPLY AND RETURN PIPES UP TO SOLAR COLLECTOR PANELS, SEE 1/PL103.
3 3/4" SOLAR HOT WATER SUPPLY AND RETURN PIPES DOWN.
4 2" CW DN. TO SHUT-OFF VALVE IN WALL SPACE WITH 12"x12" WALL ACCESS PANEL.
5 3/4" HW DN. TO SHUT-OFF VALVE IN WALL SPACE WITH 12"x12" WALL ACCESS PANEL BELOW LAVATORY COUNTER.
6 1/2"CW DN TO TP-1 WITH SHUT-OFF VALVE BEHIND ACCESS PANEL. PROVIDE DISTRIBUTION UNIT AND 1/2"TP TO EACH FLOOR DRAIN.
DN
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P-103
P-202
P-418
P-418
P-609
P-103
P-103P-103
P-501
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1/2" CW & 1/2" HW. STUB-OUTS W/ CAP AT 21" A.F.F.
3" RD-1 3" OD-13" RD-1
3" OD-1
WARM SHELL
232 TELEPHONE /
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DEDUCTIVE ALTERNATE #13 - PLUMBING SUPPLY DISTRIBUTION PLAN - SECOND FLOOR
NEUROCOG TBI RESEARCH BUILDING / BUILDING R4 DEMOLITION / NEW PARKING LOT
03/13/15 PP102A
1/4" = 1'-0" 1
1 NOT USED
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P-103
P-202
P-418
P-418
P-609
P-103
P-103P-103
P-501
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3" OD-1
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DEDUCTIVE ALTERNATE #13A - PLUMBING SUPPLY DISTRIBUTION PLAN - SECOND FLOOR
04/09/15 PP102B
1/4" = 1'-0" 1
1 NOT USED
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201 SF
STAIR #2
3" OD-1
I N
EXP. 12/31/15
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04/09/15 PP102C
1/4" = 1'-0" 1
1 NOT USED
UP
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P-103
P-202
P-418
P-418
P-609
P-103
6
5
TYP
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P-103
P-801
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04/09/15 PP102D
1/4" = 1'-0" 1
1/4" = 1'-0" 2
DN
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2"FD-C
2"V DN 2"V DN
2" RWL DOWN
2"V UP TO VTR
2"V UP TO VTR
3/4" CD 3
1" CD3 C
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PLUMBING WASTE, DRAIN AND VENT PIPING PLAN -SECOND FLOOR NEUROCOG TBI RESEARCH BUILDING / BUILDING R4 DEMOLITION / NEW PARKING LOT
10/20/14 PL102
1/4" = 1'-0" 1
PLUMBING PLAN - SECOND FLOOR WASTE
1. PROVIDE CONDENSATE DRAINAGE PIPING FROM FAN COIL UNITS (SEE MECHANICAL PLANS) TO TERMINATE AT SERVICE SINK (P-501).
2 AC UNIT, SEE MECHANICAL PLANS. INSTALL CONDENSATE DRAIN IN ACCORDANCE WITH MANUFACTURER & PUBLISHED INSTALLATION INSTRUCTIONS.
DN
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2"FD-C
2"V DN
2"V DN
2" RWL DOWN
2"V UP TO VTR
2"V UP TO VTR
1
TPO ROOF
TPO ROOF
TELEPHONE /
DATA
211
MEN
207
WOMEN
205
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DEDUCTIVE ALTERNATE #13 - PLUMBING WASTE, DRAIN AND VENT PIPING PLAN -SECOND FLOOR
03/13/15 PL102A
1/4" = 1'-0" 1
PLUMBING PLAN - SECOND FLOOR WASTE-DEDUCT ALT. #13
DN
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10
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2"FD-C
2"V DN
2"V DN
2" RWL DOWN
2"V UP TO VTR
2"V UP TO VTR
1
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DEDUCTIVE ALTERNATE #13A - PLUMBING WASTE, DRAIN AND VENT PIPING PLAN -SECOND FLOOR
04/09/15 PL102B
1/4" = 1'-0" 1
DN
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G
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10
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3"SAN DN
2"V DN
2"V DN
2" RWL DOWN
2"V UP TO VTR
2"V UP TO VTR
3/4" CD
3/4" CD
7' - 8"
1' - 0"
8' - 6" 26' - 2" 29' - 0" 22' - 3" 16' - 0" 5' - 7" 8' - 9"
2 0 0 A
2 2 5
1" CD DN. TO FIRST FLOOR. TERMINATE AT SERVICE SINK IN HAC RM.131
STAIR #1
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04/09/15 PL102C
1/4" = 1'-0" 1
PLUMBING PLAN - SECOND FLOOR WASTE-DEDUCT ALT. #14
UP
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C
2"V DN
2"V DN
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C
P-103
2"FD-C
2"GCO
1" CD10
C D
ADMIN SUITE
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2"VTR
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04/09/15 PL102D
1/4" = 1'-0" 1
1/4" = 1'-0" 2
1/4" = 1'-0" 3
2 3"OFD OUTLET NOZZLE TO TERMINATE 12" ABOVE GRADE.
3 SEPARATOR, SEE PP301.
4 ELEVATOR SUMP PUMP CONTROL PANEL, SEE PP301.
6 2" SUMP PUMP DISCHARGE BELOW FLOOR SLAB.
1 2 3 4 5 6 7 8
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3" RD-1 3" OD-1 (1380 SF)
3" RD-1 3" OD-1 (990 SF)
3" RD-1 3" OD-1 (650 SF)
3/4" SOLAT HOT WATER SUPPLY AND RETURN DOWN TO AND FROM WH-1 SEE PP102
SOLAR COLLECTORS
2"VTR
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PLUMBING ROOF PLAN NEUROCOG TBI RESEARCH BUILDING / BUILDING R4 DEMOLITION / NEW PARKING LOT
10/22/14 PL103
1/4" = 1'-0" 1
PLUMBING PLAN ROOF
POLYTECH ASSOCIATES INC.
0 o n e e ig h th in c h = o n e fo o t
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09/22/14
612-125NEUROCOG TBI RESEARCH BUILDING / BUILDING R4 DEMOLITION / NEW PARKING LOT
100% CONSTRUCTION DOCUMENT SUBMISSION APRIL 20, 2015
PLUMBING ELEVATOR SUMP SYSTEM DIAGRAMS
PP301 CheckerAuthor
ELEVATOR SUMP PUMP SYSTEM General
The contractor shall furnish and install a ParkUSA EleVader Model ELV-XXX complete pump, separator, and control and alarm system as shown on the drawings. Pump(s) shall be provided for each elevator hoistway.
The system shall be capable of pumping all water & fluids automatically from the elevator pit as required by TDLR (Texas Department of Licensing and Regulation) elevator rules and ASME A17.1/CSA B44 Safety Code for Elevators and Escalators, 2007, Section 2.2.2.5. The system shall function automatically to remove water and fluids from the pit automatically without any human intervention. Systems that do not remove all the fluid including oil are not compliant and will not be accepted.
An oil-water separator or equivalent protection shall be used to treat oily wastewater automatically from the elevator pit prior to discharge into the public sanitary sewer as required by The Texas Commission on Environmental Quality (TCEQ) and local plumbing codes. Pumping into the storm sewer is not permitted. Systems that do not remove the oil will not be accepted.
Sump Pump
A submersible sump pump is located in the sump area of the elevator (refer to plan drawings). The sump pump shall be as specified on the schedule, heavy duty submersible type, capable of pumping water, water/oil and oil at a minimum capacity of 50 GPM @ 23' TDH, (3000 GPH as per ASME A17.1 Section 2.2.2.5 (2007). The pump shall be constructed and tested to meet UL 778 standards and shall include thermal overload protection. Refer to the schedule for capacity and electrical requirements. The pump shall be capable of operating with the water level covering only 50% of the motor casing and shall operate automatically either continuously or intermittently as required by the on-off float switch control. The pump shall have a size 1-1/4" minimum discharge connection. The motor housing and fastening bolts shall be constructed of 304 Stainless Steel and have carbon ceramic seals. The pump shall have a semi-open, non-clogging Vortex impeller and shall be designed for floor mounting complete with support legs. A stainless chain shall be provided for easy maintenance.
Oil/Water Separator
The separator is located either freestanding; or recessed on floor near the shaft; or located outdoors buried below grade. Refer to the schedule for capacity and size requirements. The separator unit is rated from 50 to 200 GPM depending on the quantity of elevator shafts to be served, 50 GPM or 3000 GPH as per ASME A17.1 Section 2.2.2.5 (2007). The oil/water separator shall be a pre-engineered enhanced gravity separator capable of treating wastewater discharge free of petroleum hydrocarbons, concentration of less than 100 parts per million. Operating range of the influent is 40°F to 180°F and ambient air temperature from 0°F to 140°F. The specific gravity of the oils at these operating temperatures is .70 to .95. The separator shall designed to withstand static and dynamic hydraulic loadings while empty and during operation. The tank shall be constructed of 4500 psi precast concrete conforming to ASTM C-913 for tanks, weirs, flow distributors, and energy dissipater devices. All internal components shall consist of corrosion resistant materials or be epoxy coated. All welding shall be accordance with AWA d1.1 to provide watertight vessel that will not warp or deform excessively under load. Manway access cover shall be H-20 traffic duty ,bolted and gasketed. The separator shall utilize coalescing media fabricated of calcium carbonate-filled oleophillic polypropylene plastic material and assembled into modules with 304 stainless steel materials. Media assembly shall be self-cleaning and removable.
Control System
The control system shall consist of float sensors and a single control panel (NEMA 4X weatherproof) that is wall mounted near the elevator shaft. The control panel shall be constructed and tested to meet UL508 standards and shall be housed in a weatherproof NEMA 4X electrical enclosure with a wiring terminal strip for field wiring to the J-Box in the hoistway.
The control panel shall have the following functions:
a. Operates the sump pump, "On/Off" depending on shaft water levels. The panel shall have a "Hand-Off-Auto" switch, a "Pump Run" light, and auxiliary contacts for a BAS system.
b. Indicates "Sump High Level" of the elevator shaft. In the event of pump malfunction, the panel shall have a "Sump High Level" illuminated red light and high decibel warning horn, a "Silence" switch and auxiliary dry contacts for BAS system.
c. Indicates "High Oil Level" of the separator. In the event of a high accumulation of oil in the separator, the panel shall have a "Separator High Level" illuminated red light & high decibel warning horn, a "Silence" switch, and auxiliary dry contacts for BAS system. NOTE: The presence of oil DOES NOT prevent the pump from operating.
The panel also includes a separate over-current relay and field adjustable motor overload having a range of 5 to 15 amps, factory set at 8 amps for this pump application. The control panel shall have a combination manual "Reset/Push" to test switch for motor overload with both automatic, manual reset and control diagnostics. The control system must be factory set for automatic overload restart.
The control system shall include three field adjustable float switches located in the sump; Pump Off, Pump On, and High Level. Provide a factory prewired NEMA 6P water tight junction box with a din rail mounted wiring terminal strip. Provide factory installed wiring of pump and floats into a NEMA 6P junction box. All cables between the pump and junction box shall be a maximum of 6' long per NEC 2008. The cable shall be heavy usage, water tight and oil resistant. The floats and oil sensing probe shall be factory mounted on the pump housing. All cable entries into the J-Box from the pump pit shall have NEMA 6P water tight cord grips. The oil sensing probe is to be factory mounted and positioned within the separator and factory tested as a complete system.
Acceptable Manufacturers:
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09/22/14
PLUMBING STANDARD DETAILS
4-WAY BRACE
NOTE: DEFERRED APPROVAL. DIAGRAMS AND PIPE SIZE ARE FOR INFORMATION ONLY. REFER TO SPECIFICATION SECTIONS 21 05 11 & 21 13 13.
CONCRETE MASONRY WALL
1/2"Ø BOLT
1/2"Ø BOLT
1/2"Ø BOLT
PIPE
EXTERIOR BLDG. WALL
4" 1/2" HILTI-KWIK
EMBEDMENT ER# 1385 (TYPICAL)
4 8
1 6
0 4
8 0
4 0
4 0
2 6 "
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D
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B
C
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09/22/14
PLUMBING STANDARD SCHEDULES
07 612-125 VA Martinez TBI CD 100% Drawings 04-20-2015 Mechanical.pdf
MH101
Sheets
MH102A - DEDUCTIVE ALTERNATE #13 -MECHANICAL FLOOR PLAN - SECOND FLOOR
MH102B - DEDUCTIVE ALTERNATE #13A -MECHANICAL FLOOR PLAN - SECOND FLOOR
MH102C - DEDUCTIVE ALTERNATE #14 -MECHANICAL FLOOR PLAN - SECOND FLOOR
MH102D - DEDUCTIVE ALTERNATE #15 -MECHANICAL FLOOR PLAN - SECOND FLOOR
MH103 - MECHANICAL ROOF PLAN
MP102A - DEDUCTIVE ALTERNATE #13 - MECHANICAL PIPING FLOOR PLAN - SECOND FLOOR
MP102B - DEDUCTIVE ALTERNATE #13A - MECHANICAL PIPING FLOOR PLAN - SECOND FLOOR
MP102C - DEDUCTIVE ALTERNATE #14 - MECHANICAL PIPING FLOOR PLAN - SECOND FLOOR
MP102D - DEDUCTIVE ALTERNATE #15 - MECHANICAL PIPING FLOOR PLAN - SECOND FLOOR
PL101 - PLUMBING WASTE, DRAIN AND VENT PIPING PLAN - FIRST FLOOR
PL102 - PLUMBING WASTE, DRAIN AND VENT PIPING PLAN -SECOND FLOOR
PL102A - DEDUCTIVE ALTERNATE #13 - PLUMBING WASTE, DRAIN AND VENT PIPING PLAN -SECOND FLOOR
PL102B - DEDUCTIVE ALTERNATE #13A - PLUMBING WASTE, DRAIN AND VENT PIPING PLAN -SECOND FLOOR
PL102C - DEDUCTIVE ALTERNATE #14 - PLUMBING WASTE, DRAIN AND VENT PIPING PLAN -SECOND FLOOR
PL102D - DEDUCTIVE ALTERNATE #15 - PLUMBING WASTE, DRAIN AND VENT PIPING PLAN -SECOND FLOOR
PL103 - PLUMBING ROOF PLAN
PP102A - DEDUCTIVE ALTERNATE #13 - PLUMBING SUPPLY DISTRIBUTION PLAN - SECOND FLOOR
PP102B - DEDUCTIVE ALTERNATE #13A - PLUMBING SUPPLY DISTRIBUTION PLAN - SECOND FLOOR
PP102C - DEDUCTIVE ALTERNATE #14 - PLUMBING SUPPLY DISTRIBUTION PLAN - SECOND FLOOR
PP102D - DEDUCTIVE ALTERNATE #15 - PLUMBING SUPPLY DISTRIBUTION PLAN - SECOND FLOOR
MH102
Sheets
MH102A
Sheets
MH102B
Sheets
MH102C
Sheets
MH102D
Sheets
MH103
Sheets
MP101
Sheets
MP102
Sheets
MP102A
Sheets
MP102B
Sheets
MP102C
Sheets
MP102D
Sheets
M201
Sheets
08 612-125 VA Martinez TBI CD 100% Drawings 04-20-2015 Plumbing.pdf
PP101
Sheets
PP102
Sheets
PP102A
Sheets
PP102B
Sheets
PP102C
Sheets
PP102D
Sheets
PL101
Sheets
PL102
Sheets
PL102A
Sheets
PL102B
Sheets
PL102C
Sheets
PL102D
Sheets
PL103
Sheets
09 612-125 VA Martinez TBI CD 100% Drawings 04-20-2015 Electrical.pdf
EP101
Sheets
EL102A - DEDUCTIVE ALTERNATE #13 - LIGHTING PLAN SECOND FLOOR
EL102B - DEDUCTIVE ALTERNATE #13A - LIGHTING PLAN SECOND FLOOR
EL102C - DEDUCTIVE ALTERNATE #14 - LIGHTING PLAN SECOND FLOOR
EL102D - DEDUCTIVE ALTERNATE #15 - LIGHTING PLAN SECOND FLOOR
EP101 - POWER PLAN - FIRST FLOOR
EP102 - POWER PLAN - SECOND FLOOR
EP102A - DEDUCTIVE ALTERNATE #13 - POWER PLAN SECOND FLOOR
EP102B - DEDUCTIVE ALTERNATE #13A - POWER PLAN SECOND FLOOR
EP102C - DEDUCTIVE ALTERNATE #14 - POWER PLAN SECOND FLOOR
EP102D - DEDUCTIVE ALTERNATE #15 - POWER PLAN SECOND FLOOR
EP103 - POWER PLAN ROOF
EP102
Sheets
EP102A
Sheets
EP102B
Sheets
EP102C
Sheets
EP102D
Sheets
EP103
Sheets
EL101
Sheets
EL102
Sheets
EL102A
Sheets
EL102B
Sheets
EL102C
Sheets
EL102D
Sheets
E501
Sheets
01 612-125 VA Martinez TBI CD 100% Drawings 04-20-2015 General.pdf
GS101.pdf
Sheets
gs102.pdf
Sheets
GI001.pdf
Sheets
Architectural.pdf
AD101.pdf
Sheets
07 612-125 VA Martinez TBI CD 100% Drawings 04-20-2015 Mechanical.pdf
MH101.pdf
Sheets
MH102.pdf
Sheets
MH102A.pdf
Sheets
MH102B.pdf
Sheets
MH103 - MECHANICAL

GENERAL SHEET NOTES

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