J.2_Design_Drawings.pdf
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36C25819B0009 J.2 Design Drawings.pdf
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| 36C25819B0009_1.docx | DOCX document | |
| J.5_VA_Long_Wage_Determination_CA180033.pdf | ||
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A P P R O V E D
FULLY SPRINKLERED
A P P R O V E
D 100% CONSTRUCTION DOCUMENTS
² ³
100% CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
CONSULTING ENGINEERS
3920 E. CORONADO STREET, SUITE 203
ANAHEIM, CA. 92807
PH. (714) 632-1865 FAX. (714) 632-1314
E-Mail: sshahinc@sshahinc.com
SATISH SHAH & ASSOCIATES, INC.
a.“
VA04A
TR-SL120
PB01A
IT525A
P B
A
P B
A
ST-02A
I T
A
I T
LIBRARY
AREA OF
REFUGE
Kris Sharma Principal P.E.
3920 East Coronado Suite 101
Anaheim, CA 92807
Phone: (714) 666-8080
Fax: (714) 666-8383
SB&A
CONSULTING ENGINEERS, INC.
EQUIPMENT REFERENCE
SECTION REFERENCE
SMOKE DETECTOR
AIR DISTRIBUTION DEVICE (SEE SPECIFICATIONS)
EF
D
AD2
B
THERMOSTAT
MANUAL VOLUME DAMPER
FIRE DAMPER (1-HR RATED)
FLEXIBLE DUCT CONNECTION
THROAT SIZE, NET.
POINT OF CONNECTION
ACCESS DOOR
EXHAUST DUCT (IN SECTION)
RETURN DUCT (IN SECTION)
ACCESS PANEL (CEILING)
RETURN LOOKING AWAY FROM VIEWER
SUPPLY DUCT LOOKING AWAY FROM VIEWER
SUPPLY DUCT LOOKING TOWARD VIEWER
INCLINED RISE OR DROP IN DIRECTION OF AIR FLOW
BREAK IN DUCT RUN FOR DRAWING CLARIFICATION
EXHAUST OR RETURN REGISTER (C.G. - GRILLE)
BOTTOM REGISTER WITH EXTRACTOR (B.G. - GRILLE)
TOP REGISTER WITH EXTRACTOR (T.G. - GRILLE)
CUBIC FEET PER MINUTE
ROUND CEILING DIFFUSER
DOOR LOUVER WITH GROSS AREA
EXHAUST, RETURN, OR TRANSFER AIR
LS
L
CFM
3W, 4W 1W, 2W
A.D.
A.P.
EXM.
M.A. MIXED AIR
R & D D R
O.S.A.
R.A.
T.R.
B.R.
C.R.
OUTSIDE AIR
RETURN AIR
C.D.
P.O.C.
TRANSITION
SYMBOL
M.V.D.
FLEX CONN
F.D.
TRANSITION
ABBREVIATION
20 x 10
22 x 12 (L)
DESCRIPTION
LEGEND
SINGLE LINE
SYMBOL
GENERAL NOTES AND SPECIFICATIONS
1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL SOFFITS AND CEILING SPACES FOR CLEARANCES
PRIOR TO THE FABRICATION OF ALL DUCTS ETC. COORDINATE WITH LIGHTING PLANS.
2. THE CONTRACTOR MUST VERIFY & COORDINATE ALL WALL AND ROOF OPENINGS WITH GENERAL
CONTRACTOR PRIOR TO INSTALLATION OF EQUIPMENT AND DUCTWORK. ALL OPENINGS,
PATCHING, ETC. AND WATERPROOFING BY GENERAL CONTRACTOR.
3. DESIGN CRITERIA:
SUMMER OUTSIDE TEMP.: 90° FDB INSIDE TEMP.: 75° FDB, 72° FWG
50° RH
WINTER OUTSIDE TEMP.: 33° FDB INSIDE TEMP.: 70° FDB
4. SHEET METAL ROUND DUCTWORK MAY BE INTERCHANGED WITH THE SQUARE OR RECTANGULAR
SHEET METAL DUCTWORK (IN CONCEALED SPACES ONLY) AT CONTRACTOR'S OPTION, SPACE
PERMITTING AND TO BE APPROVED BY V.A.
5. MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT TAKE OFFS TO INDIVIDUAL CEILING DIFFUSERS, REGISTERS AND GRILLES. (SUPPLY AND RETURN AIR AS WELL AS EXHAUST SYSTEM).
6. FURNISH COMPLETE MAINTENANCE INFORMATION. REQUIRED ROUTINE MAINTENANCE ACTIONS
SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL.
7. PRIOR TO COMPLETION OF BID, CONTRACTOR SHALL VISIT THE SITE TO EXAMINE EXISTING
CONDITIONS.
8. GENERAL CONTRACTOR MUST PROVIDE TRANSITION FITTINGS FROM ROUND TO SQUARE OR
WHATEVER NECESSARY FOR EXHAUST / SUPPLY AND RETURN AIR APPLICATIONS.
9. CONTRACTOR MAY USE FLEXIBLE ALUMINUM DUCTWORK FOR EXHAUST DUCT SYSTEMS ONLY.
10. AFTER COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL PROVIDE TEST AND BALANCE
REPORT TO HVAC SUPPLY AND RETURN SERVING ALL AREAS AFFECTED BY CONSTRUCTION, AND
MAKE ADJUSTMENTS AS NEEDED TO COMPILE THE DESIGN REQUIREMENTS.
NOTE:
CLASS ONE FLEX DUCT OR FLEX INSULATED DUCTWORK IS NOT PERMITTED FOR THIS PROJECT.
HANGER THRU ROOF FRAMING DET.SCALE:
NONE
LOAD RATED
FASTENER
SUPPORT FROM ROOF
FRAMING MEMBERS AT
MAX 12 FEET APART
PER SMACNA
STANDARDS. TABLE 4-2
I-BEAM OR
FRAMING
MEMBERS
NUT
HANGER STRAP
TABLE 4-2
MINIMUM HANGER SIZES FOR ROUND DUCT
DIA. MAXIMUM
SPACING
11-18" 12'
WIRE DIA.
TWO 12 GA.
OR ONE 8 GA.
ROD STRAP
1/4"
19-24" 12' TWO 10 GA. 1/4"
1" x 22 GA.
1" x 22 GA.
NOTE:
STRAPS ARE GALVANIZED STEEL; RODS
ARE UNCOATED OR GALVANIZED
STEEL; WIRE IS BLACK ANNEALED,
BRIGHT BASIC OR GALVANIZED STEEL.
ALL ARE ALTERNATIVES.
HANGER THRU ROOF FRAMING DET.SCALE:
NONE
BRANCH DUCT
USE (1) 12 GA. WIRE, 1/4"
ROD & 1" x 22 GAUGE
STRAP @ 12 FT. APART
FRAMING MEMBER
SUPPLY MAIN DUCT
OR RETURN
T
1-WAY, 2-WAY, 3-WAY, 4-WAY BLOW AS RELATES TO
CEILING DIFFUSERS
STRIP TYPE DIFFUSERS (ARROWS INDICATE DIRECTION OF
AIR FLOW) (PLENUM SHOWN SOLID)
MITER ELBOW WITH DOUBLE - THICKNESS AIRFOIL - TYPE
TURNING VALVES
SUPPLY DIFFUSER (ARROW INDICATES DIRECTION OF
AIR FLOW)
ACOUSTICALLY LINED DUCT WORK OR PLENUM:
SIZES GIVEN ARE SHEET METAL.
DUCT DIMENSIONS: FIRST DIM. IS PLAN VIEWED AND/OR
HORIZONTAL, SECOND DIM. IS DEPTH AND/OR VERTICAL
6"Ø
(E) 32" x 14" RETURN RISER
UP TO HP-5. CHECK IN
FIELD
(E) 32" x 14" (L) SUPPLY
DUCT UP TO HP-5. CHECK IN
FIELD
(E) 14"Ø SUPPLY
DUCT TO REMAIN
(E) 14"Ø SUPPLY
DUCT TO REMAIN
REMOVE (E) 6" DUCT
P.O.C OF NEW
DUCT CONN.
(E) DUCT TO REMAIN
EXISTING EXHAUST DUCT SERVING
EXISTING JANITOR'S RM TO REMAIN
REMOVE (E) EXHAUST
DUCT & HAUL AWAY
P.O.C OF NEW
EXHAUST DUCT
P.O.C OF NEW DUCT
T
100% CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Kris Sharma Principal P.E.
3920 East Coronado Suite 101
Anaheim, CA 92807
Phone: (714) 666-8080
Fax: (714) 666-8383
SB&A
CONSULTING ENGINEERS, INC.
REMOVE EXISTING EXHAUST AIR REGISTER AND HAUL AWAY
REMOVE EXISTING SUPPLY CEILING DIFFUSER AND HAUL AWAY
REMOVE EXISTING FLEX DUCT. PROVIDE NEW ALUMINUM DUCT PER
REMODELED HVAC PLAN.
REMOVE EXISTING SUPPLY DIFFUSER AND FLEX DUCT. HAUL AWAY
PROVIDE NEW FLEX DUCT AND NEW CEILING DIFFUSER AT LOCATION
INDICATED ON REMODELED HVAC PLANS.
REMOVE AND RELOCATE RETURN REGISTER WITH NEW ALUMINUM
FLEX DUCT PER REMODELED HVAC PLAN
EXISTING CEILING DIFFUSER TO REMAIN
REMOVE EXISTING THERMOSTAT AND HAUL AWAY. CAP WIRES ABOVE
CEILING
REMOVE EXISTING DUCT & HAUL AWAY. CAP @ P.O.C
NOTES PERTAINING TO HVAC DEMOLITION FLOOR PLAN
NOTE:
DEMO ALL EXISTING DUCTS AND ASSOCIATED HANGERS AND SUPPORTS IF
NOT COVERED IN GENERAL NOTES OR SPECS.
(N) 8"Ø
(N) 6"Ø
(N) 6"Ø
(N) 6"Ø (N) 6"Ø
(N) 8"Ø
(E) 14"Ø
NEW CEILING ACCESS
PANEL PER DWG.
AE-101
(N)16"Ø
T
P.O.C OF NEW
DUCT CONN.
100% CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Kris Sharma Principal P.E.
3920 East Coronado Suite 101
Anaheim, CA 92807
Phone: (714) 666-8080
Fax: (714) 666-8383
SB&A
CONSULTING ENGINEERS, INC.
KEY PLAN:
NORTH
EXISTING 12" x 12" EXHAUST DUCT UP TO REMAIN. CHECK EXACT
LOCATION IN FIELD (EXISTING EF-9 ON ROOF)
EXISTING EXHAUST DUCT SERVING EXISTING EXHAUST REGISTER TO
REMAIN. CHECK IN FIELD
PROVIDE AND INSTALL A NEW 8" x 8" EXHAUST REGISTER (STEEL). ADJUST
TO 130 CFM.
EXISTING 14" ROUND SUPPLY DUCT TO REMAIN. CHECK IN FIELD
EXISTING CEILING DIFFUSER TO REMAIN. CHECK IN FIELD.
PROVIDE & INSTALL A NEW 8" ROUND STEEL SUPPLY DUCT & CONNECT TO
A NEW 8" x 8" CEILING DIFFUSER (ALUMINUM) w/ DAMPER. ADJUST TO 120
CFM. SUPPORT DUCT @ 8 FT. APART
PROVIDE & INSTALL A NEW 6" SUPPLY DUCT. EXTEND TO CONNECT TO A
NEW 24" x 24" GRID w/ 6" CONNECTION (& BALANCING DAMPER) DIFFUSER
(ALUMINUM). ADJUST TO 50 CFM. SUPPORT DUCT @ 8 FT. APART
POINT OF CONNECTION OF A NEW 6" ROUND SUPPLY DUCT TO CONNECT
TO A NEW 24" x 24" GRID (ALUMINUM) w/ 6 INCH SUPPLY DUCT CONNECTION & w/ A BALANCING DAMPER TO SUPPLY 60 CFM. SUPPORT
DUCT FROM STRUCTURE ABOVE
EXISTING 32" x 14" LINED SUPPLY DUCT RISER. CHECK EXACT LOCATION IN
FIELD (CONNECTED TO HP-5 ON ROOF).
EXISTING 38" x 12" LINED RETURN DUCT RISER. CHECK EXACT LOCATION IN
FIELD (CONNECTED TO HP-5 ON ROOF).
PROVIDE & INSTALL A NEW 12" x 16" RETURN DUCT. SUPPORT FROM
STRUCTURE ABOVE.
POINT OF CONNECTION OF A NEW 6" ROUND RETURN DUCT & CONNECT
TO A 1/2 GRID (24" x 12") w/ 6 INCHES ROUND CONNECTION RETURN REGISTER (ALUMINUM) w/ A BALANCING DAMPER ADJUSTED TO 50 CFM.
SUPPORT DUCT FROM STRUCTURE ABOVE
POINT OF CONNECTION OF A NEW 6" ROUND RETURN DUCT & CONNECT
TO A 24" x 24" GRID w/ 6 INCHES ROUND CONNECTION RETURN REGISTER (ALUMINUM) w/ A BALANCING DAMPER ADJUSTED TO 60 CFM. SUPPORT
DUCT FROM STRUCTURE ABOVE
PROVIDE & INSTALL A NEW 24" x 24" GRID w/ 12" ROUND CONNECTION RETURN REGISTER (ALUMINUM). ADJUST w/ A BALANCING DAMPER TO 500
CFM. REMOVE EXISTING RETURN REGISTER & HAUL AWAY. SUPPORT DUCT
FROM STRUCTURE ABOVE.
PROVIDE, INSTALL & WIRE A 8" x 8" ELECTRIC DAMPER & A THERMOSTAT.
ADJUST TO 130 CFM. CALIBRATE THERMOSTAT & LOCATE AT 3' - 4' ABOVE
FLOOR & ON WALL. COORDINATE w/ ELECTRICAL CONTRACTOR FOR 24
VOLT CONTROL. DURO-DYNE LOW VOLTAGE CONTROLLED THERMOSTAT.
NOTES PERTAINING TO REMODEL/NEW HVAC FLOOR PLAN
NOTE:
EXISTING AIR AT EXISTING EXHAUST FAN EF-9 (ON ROOF) = 250 CFM.
NOTE:
CLASS I FLEX DUCT IS NOT PERMITTED. USE FLEX ALUMINUM ROUND
DUCTWORK FOR ALL NEW EXHAUST AIR FROM REMODELED TOILET
ROOM
(E) 2" V. CHECK EXACT
LOCATION IN FIELD
(N) 2" V. ABV. CLG
(E) 2" V. IN WALL
FINISHED FLOOR
(E) SEWER PER FIELD
(N) 4" SEWER TO CONNECT
TO (N) 4" COTG LOCATED
ON WALKWAY RAMP
(N) 4" SEWER
(E) 4" SEWER SERVING
(E) FIXTURES
(E) 4" S.
(E) SEWER MAIN
L
(BUILT-IN COUNTER)
(SEE ARCH. DWG)
(N)
(N) 4" COTG
WC
(N)
CEILING SPACE
100% CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Kris Sharma Principal P.E.
3920 East Coronado Suite 101
Anaheim, CA 92807
Phone: (714) 666-8080
Fax: (714) 666-8383
SB&A
CONSULTING ENGINEERS, INC.
-2"4"-1"
ITEM
FIXTURES
DESCRIPTION
-2"2"1/2"1/2"
PLUMBING GENERAL NOTES
1. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE
EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND
PIPING AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES.
2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE
OBTAINED FROM THE ARCHITECTURAL DRAWINGS.
3. SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE FIXTURE LOCATIONS AND
MOUNTING HEIGHTS. (INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING
BELOW ACCESSIBLE LAVATORIES AND SINKS WITH ARMSTRONG "ARMAFLEX" OR
EQUAL).
4. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH
ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL
PAVED AREAS WHICH ARE EXCAVATED AND/OR DAMAGED BY HIS OPERATIONS. IN
ADDITION, THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION
ALL PLANTED AREAS DAMAGED BY HIS OPERATIONS.
6. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT
INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL
GIVE THE OWNER'S REPRESENTATIVE 3 WEEK ADVANCE NOTICE OF SUCH
INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME
DESIGNATED BY THE OWNER'S REPRESENTATIVE.
7. ALL CUTTING OF EXISTING PAVING, WALKS AND/OR FLOORS SHALL BE MACHINE
SAW CUTTING. HOLES FOR PIPES IN CONCRETE WALLS OR FLOORS SHALL BE
DONE USING CORE DRILLING EQUIPMENT. ANY SAW CUTTING ON CONCRETE
WALKS SHALL BE DONE AT EXISTING EXPANSION/CONTROL JOINTS IF AT ALL
POSSIBLE.
8. VENTS THRU ROOF SHALL BE INSTALLED 10'-0" FROM OR TERMINATED 3'-0" ABOVE
ANY FRESH AIR INTAKES. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A
MIN. OF 12" FROM ANY VERTICAL SURFACE AND 10'-0" FROM OUTSIDE AIR INTAKES
ON ROOF.
9. ALL ROOF PENETRATIONS SHALL BE FLASHED.
10. THE CONTRACTOR SHALL SEAL AND CAULK ALL PIPING PENETRATIONS THRU FIRE
RATED WALLS AS REQUIRED BY LOCAL CODES.
11. ALL HOT WATER PIPING SHALL BE INSULATED WITH "MANVILLE" "MICRO-LOCK"
650-APT. 1" THICK FOR SIZES UP TO 2". 1-1/2" THICK FOR SIZES 2-1/2" AND LARGER.
K FACTOR = 0.23.
12. INSTALL MAIN CLEANOUT AND TIE IT WITH LINE TOGETHER.
13. ALL VALVES, UNIONS, ETC., SHALL BE THE SAME SIZE AS THE LINE SIZE UNLESS
OTHERWISE INDICATED ON THE DRAWINGS.
14. BEFORE FABRICATION OR INSTALLATION, THIS CONTRACTOR SHALL VERIFY
EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED
UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH-IN LOCATIONS
AND REQUIREMENTS SHALL BE COORDINATED IN FIELD.
15. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH AND BE CONSIDERED
TO BE A PART OF A SEPARATE AND COMPLETE MECHANICAL SPECIFICATION.
16. IT IS THE INTENTION OF THE PLANS AND SPECIFICATIONS TO COVER ALL THINGS
REQUIRED TO MAKE COMPLETE AND OPERATIVE SYSTEMS. THE CONTRACTOR IS
TO FURNISH ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT,
MISCELLANEOUS SERVICES, ETC. REQUIRED TO ACCOMPLISH THIS RESULT.
17. ANY EXTENSION OF EXISTING UTILITIES AND PIPING SHALL MATCH EXISTING
MATERIALS
18. CODES, RULES AND REGULATIONS:
ALL WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN
COMPLIANCE WITH THE LATEST EDITION OF THE FOLLOWING CODES, AS
ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY.
THIS PROJECT SHALL COMPLY WITH THE INTERNATIONAL PLUMBING CODE -
LATEST APPLICABLE.
19. FLOW REQUIREMENTS:
A. ALL LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW OF 0.5 GPM, ALL
OTHER FIXTURES NOT COUNTED UNDER T-24 SHALL HAVE A MAXIMUM
FLOW OF 3.0 GPM. ALL WATER CLOSETS SHALL HAVE 1.5 GPF.
B. ALL LAVATORY FAUCETS SHALL HAVE A MAXIMUM OF 110° HOT WATER PER
V.A. STANDARDS
C. WATER HEATER SHALL BE C.E.C. APPROVED AND EQUIPPED WITH
AUTOMATIC TEMPERATURE CONTROLS CAPABLE OF ADJUSTMENT FROM
THE LOWEST TO THE HIGHEST TEMPERATURE PER V.A. STANDARDS.
D. ALL PIPING FOR ALL SPACE CONDITIONING AND SERVICE WATER HEATING
SYSTEMS SHALL BE INSULATED, AS PER T-24 REQUIREMENTS.
20. PROVIDE A 2% SLOPE TOWARDS FLOW OF SEWER FOR ALL NEW SEWER
INSTALLATION.
21. PROVIDE A DIELECTRIC COUPLING FOR ALL DISSIMILAR PIPING MATERIALS
CONNECTIONS FOR BOTH WATER AND SEWER.
22. PLUMBING FIXTURES COMPLYING WITH ACCESSIBLE REQUIREMENTS SHALL BE
FURNISHED AND INSTALLED TO OWNER'S SPECS. BY THE PLUMBING
CONTRACTOR.
23. INSTALLATION MUST COMPLY w/ LEGIONELLA DIRECTIVE NO. 1061 WITH NO DEAD
LEGS.
INSIDE
OUTSIDE
T
Y
E
L
C
O
P
P
E
R
W
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O
U
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P
P
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I
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I
N
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S
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V
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D
R
C
L
A
D
R
P
V
N
G
T
I
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S
C
B
A
K
E
E
L
M
A
L
L
E
A
B
N
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C
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L
S
C
R
E
W
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I
N
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A
O
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U
B
M
G
I
D
E
J
I
N
T
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V
I
T
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I
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I
D
A
Y
C
O
M
P
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S
S
I
J
I
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S
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C
C
W
T
T
I
N
G
S
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
WATER
SANITARY
DRAINAGE
SANITARY
VENT
INDIRECT WASTE
SERVICES REMARKS
PIPE MATERIALS
PIPE SCHEDULE
FIXTURE SCHEDULE
ROUGH IN SERVICES
INSIDE / OUTSIDEGAS PIPING
EXTERIOR MOUNTED SHALL BE COATED WITH
BITUMINOUS TAR (MIN. 2 COATS)
CLEANOUT DETAILS SCALE:
NONE
6" THICK BY 18" SQ.
CONCRETE PAD
"CO" TO BE CAST IN
COVER
CAST IRON CLEANOUT
WITH COVER FOR DUTY
REQUIRED
GRADE OR PAVING
FINISHED FLOOR
BUILDING DRAIN OR
SEWER MATERIAL AND
SIZE AS SPECIFIED.
DIRECTION OF FLOW
CAST IRON LONG
SWEEP 1/4 BEND OR
CAST IRON COMB. "Y"
& 1/8 BEND. (USE
REDUCING TYPE
WHERE REQUIRED)
EXTERIOR CLEANOUT INTERIOR FLOOR CLEANOUT
(LIGHT TRAFFIC AREA)
S E
E P
LA
N
S
WC
(ADA)
WATER
CLOSET
(WALL
MOUNTED)
L
(ADA)
AMERICAN STANDARD "AFWALL" MODEL NO. 3351.576.020. A.D.A
WALL MOUNTED, ELONGATED w/ OPEN SEAT (NO COVER) 1.28 GPF w/ HARD WIRED AUTO SENSOR FLUSH VALVE COMPLETE w/
WALL CARRIER MODEL ZURN FLOOR MOUNTED MODEL
#Z1203-1XH
* CALGREEN
LAVATORY)
w/ FAUCET
COUNTERTOP THE COUNTER HAS INTEGRAL LAVATORY MODEL #801P, FAUCET,
DECK MOUNTED. USE INNOVATIVE PRODUCTS FOR RESEARCH
MODEL NO. L4545-55BH303 HARDWIRE SENSOR OPERATED
120V/SINGLE PHASE/60 HZ. PROVIDE APOLLO #34D-ASSE 1016 &
1070 APPROVED.
FLOOR
DRAIN w/
TRAP
PRIMER
-2"2"--
FD
GR SMITH 2005AP 2" w/ TRAP PRIMER CONNECTION
NOTE:
COTG = CLEAN OUT TO GRADE
(N) = NEW
(E) = EXISTING
C O
L D
W A
T E
R
H O
T
W A
T E
R
W A
S T
E
V E
N T
GAS
HOT & CW INSTALLTION REQUIREMENTS
HOT & CW SHALL BE INSULATED TO COMPLY w/ ASHRAE 90.1
NOTE:
ALL PIPE JOINTS
TO BE NO-HUB
NO HUB CAST IRON PIPE
REMOVE (E)
SEWER
9 11
CAP HERE
100% CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Kris Sharma Principal P.E.
3920 East Coronado Suite 101
Anaheim, CA 92807
Phone: (714) 666-8080
Fax: (714) 666-8383
SB&A
CONSULTING ENGINEERS, INC.
NOTES PERTAINING TO PLUMBING DEMOLITION PLAN
EXISTING 1/2 COLD WATER PIPE DOWN THROUGH WALL. CAP PIPE AT
WALL FOR EXTENSION TO CONNECT TO A NEW COUNTER MOUNTED
LAVATORY. REFER TO NEW PLUMBING FLOOR PLAN.
EXISTING 1/2" HOT WATER PIPE DOWN THROUGH WALL. CAP PIPE AT WALL
FOR EXTENSION TO CONNECT TO A NEW CORIAN INTEGRAL LAVATORY.
REFER TO NEW PLUMBING FLOOR PLAN & FIXTURE SCHEDULE.
EXISTING 2" SEWER IN WALL WITH VENT IN WALL UP TO REMAIN. CAP
SEWER IN WALL FOR A NEW COUNTER MOUNTED LAVATORY. REFER TO
NEW PLUMBING FLOOR PLAN.
REMOVE EXISTING SEWER TO SERVE EXISTING TO BE REMOVED EYE WASH
UNIT. CAP AT CONNECTION TO NEW COUNTER SINK LOCATION.
REMOVE EXISTING COLD WATER PIPE SERVING EXISTING TO BE REMOVED
EYE WASH UNIT. CAP ABOVE CEILING.
REMOVE EXISTING EYE WASH UNIT & HAUL AWAY.
EXISTING 1/2" COLD WATER PIPE & FILTRATION SYSTEM TO BE REMOVED.
CAP COLD WATER PIPE ABOVE CEILING.
REMOVE EXISTING 1/2" CAPPED HOT WATER PIPE EXPOSED OUTSIDE WALL.
REMOVE & CAP HOT WATER PIPE ABOVE CEILING.
REMOVE EXISTING SEWER AND CAP BELOW FLOOR. CAP VENT ABOVE
CEILING.
REMOVE EXISTING 3/4" COLD WATER DOWN FROM ABOVE CEILING. CAP
ABOVE CEILING.
REMOVE EXISTING 3/4" HOT WATER PIPE DOWN FROM ABOVE CEILING.
CAP ABOVE CEILING.
REMOVE EXISTING SINK & HAUL AWAY.
REMOVE EXISTING FLOOR SINK. SAWCUT FLOOR & CAP SEWER BELOW
FLOOR. REFINISH FLOOR.
GENERAL DEMOLITION NOTE:
CAP ALL PIPES ABOVE CEILING AT POINT OF CONNECTION AS DIRECTED
UNDER NOTES ABOVE. CAP CW/HW WITHIN 12" FROM MAIN WATER LINE
EXISTING 2" S.
CHECK IN FIELD
EXISTING 2" V.
CHECK IN FIELD
NEW COUNTERTOP
LAVATORY
L
(ADA)
2%
FD
(NEW)
(N) 2" V.
ABV. CLG. (N) 2"S
(N) 2"V
POINT OF CONN. OF A NEW
4"S TO CONN. TO ADA
(N) 4" COTG
NEW FLUSH TYPE
WATER CLOSET
WC
(NEW)
EXISTING SEWER
CHECK IN FIELD
2%
EXISTING 4" SEWER
MAIN PER FIELD
POINT OF CONNECTION OF A NEW 4" SEWER TO
EXISTING 4" SEWER IN LANDSCAPE AREA.
EXCAVATE SOIL TO MAKE CONNECTION &
BACKFILL PER FIELD CONDITIONS
2%
NEW 4" S
END OF LANDSCAPE
AREA
EXISTING 4" SEWER
MAIN PER FIELD
EXISTING 4" SEWER
2%
2%
SAWCUT CONCRETE RAMP TO EXTEND A
NEW 4" SEWER. COMPACT SOIL/BACKFILL
AFTER INSTALLATION OF A NEW 4" SEWER
2%
(N) 4"S
2 1
100% CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Kris Sharma Principal P.E.
3920 East Coronado Suite 101
Anaheim, CA 92807
Phone: (714) 666-8080
Fax: (714) 666-8383
SB&A
CONSULTING ENGINEERS, INC.
PLUMBING NOTES PERTAINING TO THIS PLAN
EXISTING SEWER MAIN BELOW GRADE. CHECK IN FIELD FOR EXACT
LOCATION.
POINT OF CONNECTION OF EXISTING 4" SEWER BELOW GRADE THAT SERVES
EXISTING TOILET ROOMS IN EXISTING SPACES.
POINT OF SAWCUTTING OF EXISTING WALKWAY. CO-ORDINATE w/ GENERAL
CONTRACTOR
PROVIDE A BRASS COVER ABOVE 4" SEWER CLEANOUT & MAKE IT FLUSH w/
CONCRETE SURFACE TO PREVENT TRIP HAZARDS
THE LAVATORY IS BUILT-IN THE COUNTERTOP & IS SPECIFIED UNDER
ARCHITECTURAL SECTION OF WORK. CO-ORDINATE w/ GENERAL
CONTRACTOR
(E) 2" CW TO REMAIN
ABOVE CEILING
EXISTING 1-1/4" INSUL.
HW ABOVE CLG. TO
REMAIN
POINT OF CONNECTION
OF A NEW 1-1/4" CW TO
SERVE RESTROOM.
CHECK IN FIELD
PROVIDE & SUPPORT
OVERHEAD 1-1/4" CW
PIPE USING CLEVIS
TYPE SUPPORTS OFF
OVERHEAD FRAMING
@ 6 FT. APART
(MINIMUM 5)
EXISTING 3/4" INSUL
HW. ABOVE CLG.
TO BE REUSED
(E) 3/4" CW ABOVE
CLG. TO BE
REUSED
L
(ADA)
FD
(NEW)
PROVIDE A 8" x 8" STAINLESS
STEEL ACCESS PANEL FOR
SERVICE TO TRAP PRIMER
WC
(ADA)
(WALL MOUNTED)
1/2" CW DN IN WALL & THRU A TRAP PRIMER
VALVE DN TO BELOW FLOOR. SAWCUT FLOOR
TO CONNECT TO FLOOR DRAIN
PROVIDE A SHUT-OFF
BALL VALVE IN
SERVICE ACCESS
(APOLLO 82-100
SERIES BRONZE
3-PIECE FULL PORT
BALL VALVE OR
APPROVED EQUAL)
(E) 3/4" INSULATED
HW ABV CLG.
100% CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Kris Sharma Principal P.E.
3920 East Coronado Suite 101
Anaheim, CA 92807
Phone: (714) 666-8080
Fax: (714) 666-8383
SB&A
CONSULTING ENGINEERS, INC.
GENERAL NOTE:
PROVIDE AND INSULATE COLD WATER PIPE PER ASHRAE 90.1
H2S Engineers Inc.
| G-000 COVER SHEET |
| Sheets and Views |
| G-000 COVER SHEET |
| GI-005 GENERAL NOTES |
| Sheets and Views |
| GI-005 GENERAL NOTES |
| GI-006 GENERAL NOTES |
| Sheets and Views |
| GI-006 GENERAL NOTES |
| GI-007 PRECONSTRUCTION RISK ASSESSMENT |
| Sheets and Views |
| GI-007 PRECONSTRUCTION RISK ASSESSMENT |
| GI-010 VA ACCESSIBILITY STANDARD |
| Sheets and Views |
| GI-010 VA ACCESSIBILITY STANDARD |
| GI-011 ACCESSIBILITY MOUNTING HEIGHT |
| Sheets and Views |
| GI-011 ACCESSIBILITY MOUNTING HEIGHT |
| GI-012 ACCESSIBILITY MOUNTING HEIGHT |
| Sheets and Views |
| GI-012 ACCESSIBILITY MOUNTING HEIGHT |
| GC-101 STAGING PLAN |
| Sheets and Views |
| GC-101 STAGING PLAN |
| GC-103 LIFE SAFETY PLAN AND CODE SUMMARY |
| Sheets and Views |
| GC-103 LIFE SAFETY PLAN AND CODE SUMMARY |
| AD-101 DEMOLITION FLOOR AND REFLECTED CEILING PLANS |
| Sheets and Views |
| AD-101 DEMOLITION FLOOR AND REFLECTED CEILING PLANS |
| AE-101 REMODEL FLOOR AND REFLECTED CEILING PLANS |
| Sheets and Views |
| AE-101 REMODEL FLOOR AND REFLECTED CEILING PLANS |
| AE-201 INTERIOR ELEVATIONS |
| Sheets and Views |
| AE-201 INTERIOR ELEVATIONS |
| AE-202 INTERIOR ELEVATIONS |
| Sheets and Views |
| AE-202 INTERIOR ELEVATIONS |
| AE-301 BUILDING SECTION |
| Sheets and Views |
| AE-301 BUILDING SECTION |
| AE-501 DETAILS |
| Sheets and Views |
| AE-501 DETAILS |
| AE-503 WALL TYPES AND DETAILS |
| Sheets and Views |
| AE-503 WALL TYPES AND DETAILS |
| AE-504 WALL FRAMING DETAILS |
| Sheets and Views |
| AE-504 WALL FRAMING DETAILS |
| AE-506 CEILING DETAILS |
| Sheets and Views |
| AE-506 CEILING DETAILS |
| AE-507 CEILING DETAILS |
| Sheets and Views |
| AE-507 CEILING DETAILS |
| AE-508 CEILING DETAILS |
| Sheets and Views |
| AE-508 CEILING DETAILS |
| AE-601 DOOR SCHEDULE AND DETAILS |
| Sheets and Views |
| AE-601 DOOR SCHEDULE AND DETAILS |
| AE-602 ROOM FINISH PLAN SCHEDULE AND DETAILS |
| Sheets and Views |
| AE-602 ROOM FINISH PLAN SCHEDULE AND DETAILS |
| AE-901 EXISTING PHOTOGRAPHS |
| Sheets and Views |
| AE-901 EXISTING PHOTOGRAPHS |
| AE-902 EXISTING PHOTOGRAPHS |
| Sheets and Views |
| AE-902 EXISTING PHOTOGRAPHS |
| AS-101 ARCHITECTURAL SITE PLAN |
| Sheets and Views |
| AS-101 ARCHITECTURAL SITE PLAN |
| AS-102 ENLARGED SITE PLAN |
| Sheets and Views |
| AS-102 ENLARGED SITE PLAN |
| AG-101 SIGNAGE DETAILS |
| Sheets and Views |
| AG-101 SIGNAGE DETAILS |
| VA - Long Beach - M-100 |
| Sheets and Views |
| M-101 REMODEL PLAN-M-100 |
| VA - Long Beach - MD-101 |
| Sheets and Views |
| M-101 DEMOLITION PLAN-MD-101 |
| VA - Long Beach - M-101 |
| Sheets and Views |
| M-101 REMODEL PLAN-M-101 |
| VA - Long Beach - P-101 |
| Sheets and Views |
| P-101 REMODEL PLAN-P-101 |
| VA - Long Beach - PD-101 |
| Sheets and Views |
| P-101 PLUMBING DEMOLITION PLAN-SHEET |
| VA - Long Beach - P-102 |
| Sheets and Views |
| P-101 REMODEL PLAN-P-102 |
| VA - Long Beach - P-103 |
| Sheets and Views |
| P-101 REMODEL PLAN-P-103 |
| E-001 |
| Sheets and Views |
| 17054 - E-001-E001 |
| E-002 |
| Sheets and Views |
| 17054 - E-001-E002 |
| E-003 |
| Sheets and Views |
| 17054 - E-001-E003 |
| E-100 |
| Sheets and Views |
| 17054 - E-100-Work |
| E-301 |
| Sheets and Views |
| 17054 - E-301-Work |
| ED-201.pdf |
| Sheets and Views |
| 17054 - E-201-Work |
File details come from the government source that posted it.