J.2_Design_Drawings.pdf

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A/E B161 Patient Bath & Change rooms , project #600-17-107 (VA-19-00009018)
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36C25819B0009 J.2 Design Drawings.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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S

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V

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D

R

C

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A

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R

P

V

N

G

T

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S

C

B

A

K

E

E

L

M

A

L

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A

B

N

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C

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C

R

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W

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N

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A

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B

M

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I

D

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I

N

T

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V

I

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I

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T

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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
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AE-202 INTERIOR ELEVATIONS
AE-301 BUILDING SECTION
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AE-301 BUILDING SECTION
AE-501 DETAILS
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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.