36C77020R0002-003.pdf

COMPLETE RESTROOM DESIGN

CONTRACT #VA255-15-D-0010

FINAL CONSTRUCTION DOCUMENTS

INDEX OF DRAWINGS

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/ 08 /2019Revisions: Date:

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION DOCUMENTS

COVER SHEET / DRAWING INDEX

EHH TLR

GI001

PROJECT SCOPE OF WORK & DESCRIPTION:

PROJECT LOCATION: DALLAS VA CONSOLIDATED MAIL OUTPAIENT PHARMACY (CMOP)

2962 SOUTH LONGHORN DRIVE

LANCASTER, TX 75134

SCOPE OF WORK: THE DALLAS CMOP HAS A PARTIALLY COMPLETED, NEW RESTROOM THAT NEEDS TO BE COMPLETED AND 2 ADJACENT, EXISTING RESTROOMS TO BE RENOVATED.

TOTAL AREA OF WORK IS APPROXIMATELY 1300 S.F.

THE PROJECT WILL BE COMPLETED IN 3 PHASES: 1) COMPLETE NEW CONSTRUCTION OF WOMEN'S RESTROOM

2) RENOVATE EXISTING WOMEN'S RESTROOM TO MALE RESTROOM

3) RENOVATE EXISTING MEN'S RESTROOM & CONSTRUCT NEW HOUSEKEEPING CLOSET & STERILIZATION ROOM.

WORK TO BE INCLUDED BUT NOT LIMITED TO: DEMOLITION OF EXISTING ELEMENTS, INCLUDING: WALL AND FLOOR FINISHES, WALLS, CEILINGS, PLUMBING FIXTURES, & ELECTRICAL COMPONENTS.

CONSTRUCTION AND FINISH OF NEW WOOD STUD PARTITIONS AND CEILING FRAMING; INSTALLATION OF NEW CEILING GRID AND PANELS; INSTALLATION

OF NEW ELECTRICAL COMPONENTS; INSTALLATION OF NEW PLUMBING PIPING AND FIXTURES; RENOVATION OF EXISTING FIRE PROTECTION SYSTEM AND

INSTALLATION OF NEW HVAC SYSTEM TO SERVE THE AREA OF WORK.

ESTIMATED COST OF WORK: $373,256.00

FIRE SPRINKLER STATUS: EXISTING SYSTEM TO BE MODIFIED TO FIT NEW CONDITIONS.

ASBESTOS SURVEY N/A

FIREWALL LOCATIONS AND RATINGS PUMP ROOM (SEE KEY PLAN) / RATING: UNKNOWN

OCCUPANCY SEPARATION: NONE

APPLICABLE CODES AND STATUES: 2015 INTERNATIONAL BUILDING CODE (IBC)

2015 NFPA 101 LIFE SAFETY CODE

2015 INTERNATIONAL PLUMBING CODE

2015 INTERNATIONAL MECHANICAL CODE

2017 INTERNATIONAL ELECTRICAL CODE

2012 TEXAS ACCESSIBILITY STANDARDS

KEY PLAN: Not to Scale

UP

UP

WAREHOUSE

SMOKING

AREA

AREA OF WORK

OFFICES COMP.

RM

EMPLOYEE AREA

BREAKROOM

PRODUCTION

FLOOR

PRODUCTION OFFICES

& SERVER ROOM

EMPLOYEE

ENTRANCE

NATIONAL

OFFICES UNION

OFFICEMENWOMEN

LOBBYOFFICES

LOGISTICS

CONF. RM.

RECPT.

SECURITY

EMPLOYEE

ENTRANCE

2 STORY

MODULAR

OFFICES

MAIN

ELECT.

PUMP RM.

RAMP

AutoCAD SHX Text GI001 1 of 17 COVER SHEET / DRAWINGS INDEX 1 of 17 COVER SHEET / DRAWINGS INDEX COVER SHEET / DRAWINGS INDEX GI002 2 of 17 ARCHITECTURAL ABBREVIATIONS 2 of 17 ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS GI003 3 of 17 GENERAL NOTES / ARCHITECTURAL SYMBOLS 3 of 17 GENERAL NOTES / ARCHITECTURAL SYMBOLS GENERAL NOTES / ARCHITECTURAL SYMBOLS AD101 4 of 17 PHASING PLAN / DEMOLITION PLANS & NOTES 4 of 17 PHASING PLAN / DEMOLITION PLANS & NOTES PHASING PLAN / DEMOLITION PLANS & NOTES AE101 5 of 17 NEW WORK FLOOR PLANS / DOOR SCHEDULE & DETAILS / ACCESSORY & EQUIPMENT LIST 5 of 17 NEW WORK FLOOR PLANS / DOOR SCHEDULE & DETAILS / ACCESSORY & EQUIPMENT LIST NEW WORK FLOOR PLANS / DOOR SCHEDULE & DETAILS / ACCESSORY & EQUIPMENT LIST AE102 6 of 17 NEW REFLECTIVE CEILING PLAN 6 of 17 NEW REFLECTIVE CEILING PLAN NEW REFLECTIVE CEILING PLAN AE103 7 of 17 RESTROOM CEILING / ROOF FRAMING PLAN 7 of 17 RESTROOM CEILING / ROOF FRAMING PLAN RESTROOM CEILING / ROOF FRAMING PLAN AE401 8 of 17 RESTROOM INTERIOR ELEVATIONS 8 of 17 RESTROOM INTERIOR ELEVATIONS RESTROOM INTERIOR ELEVATIONS AE501 9 of 17 SECTIONS AND DETAILS 9 of 17 SECTIONS AND DETAILS SECTIONS AND DETAILS IN101 10 of 17 FLOOR FINISH PLAN - ALL PHASES / WALL FINISH PLAN - ALL PHASES / FINISH SCHEDULE 10 of 17 FLOOR FINISH PLAN - ALL PHASES / WALL FINISH PLAN - ALL PHASES / FINISH SCHEDULE FLOOR FINISH PLAN - ALL PHASES / WALL FINISH PLAN - ALL PHASES / FINISH SCHEDULE P101 11 of 17 PLUMBING PLAN 11 of 17 PLUMBING PLAN PLUMBING PLAN P201 12 of 17 PLUMBING SCHEDULES 12 of 17 PLUMBING SCHEDULES PLUMBING SCHEDULES M101 13 of 17 MECHANICAL PLAN 13 of 17 MECHANICAL PLAN MECHANICAL PLAN M201 14 of 17 MECHANICAL SCHEDULES 14 of 17 MECHANICAL SCHEDULES MECHANICAL SCHEDULES E101 15 of 17 ELECTRICAL PLANS 15 of 17 ELECTRICAL PLANS ELECTRICAL PLANS E102 16 of 17 LIGHTING PLAN 16 of 17 LIGHTING PLAN LIGHTING PLAN E201 17 of 17 ELECTRICAL SCHEDULES 17 of 17 ELECTRICAL SCHEDULES ELECTRICAL SCHEDULES

AutoCAD SHX Text

DWG.#

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text

DRAWING TITLE

³

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/ 08 /2019Revisions: Date:

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION DOCUMENTS

ARCHITECTURAL ABBREVIATIONS

EHH TLR

GI002

GENERAL CONSTRUCTION NOTES: (NOT ALL NOTES ARE USED WITH THIS PROJECT)

1. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO COLUMN CENTERLINE; CENTER OF NEW INTERIOR GYPSUM BOARD PARTITIONS; INSIDE FACE OF EXTERIOR WALLS; FACE OF MASONRY WALLS AND FACE OF EXISTING WALLS.

2. ALL WORK TO BE CONSTRUCTED IN COMPLIANCE WITH STATE AND LOCAL CODES AND THE AUTHORITY HAVING JURISDICTION.

3. ALL CUTTING AND PATCHING SHALL BE DONE BY THE CONTRACTOR AS OUTLINED IN THE PROJECT SPECIFICATIONS. PATCHES IN FINISH SURFACES SHALL MATCH THE ADJACENT SURFACES IN MATERIAL, FINISH AND QUALITY AND SHALL EXTEND TO AN INSIDE OR OUTSIDE CORNER AS REQUIRED TO MATCH THE ADJACENT FINISHES.

4. NEW WORK EXTENDING EXISTING CONDITIONS SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED.

5. ALL SOUND RATED WALLS OR PARTITIONS AND ALL CMU WALLS SHALL EXTEND TO THE UNDERSIDE OF THE STRUCTURE OR DECK ABOVE UNLESS OTHERWISE NOTED. THESE PARTITIONS SHALL BE ENTIRELY SEALED OFF WITH CLOSURE GASKETS AND/OR ACOUSTICAL SEALANT AT BOTTOM, TOP, SIDES AND ANY OTHER ABUTMENT WHERE A SOUND LEAK WOULD OTHERWISE OCCUR. ALL PENETRATIONS SUCH AS PIPING, CONDUITS, DUCTS, ETC., IN SUCH PARTITIONS SHALL BE PACKED AND SEALED ALONG THE PERIMETER OF THE PENETRATION WITH MATERIALS TO PROVIDE THE SPECIFIED STC RATING FOR THE WALL ASSEMBLY.

6. IN THE CASE OF NON-RATED SOUND OR FIRE PARTITIONS, CARRY METAL STUDS AND GYPSUM BOARD TO THE UNDERSIDE OF THE STRUCTURE OR DECK UNLESS OTHERWISE NOTED.

7. IN THE CASE OF NON-RATED SOUND OR FIRE PARTITIONS, CARRY METAL STUDS TO THE UNDERSIDE OF THE CEILING, WITH A CLOSURE GASKET BETWEEN THE TOP OF THE PARTITION AND THE CEILING WHERE NOTED.

8. IN THE CASE OF NON-RATED SOUND OR FIRE PARTITIONS, CARRY METAL STUDS TO THE STRUCTURE ABOVE, AND HOLD THE GYPSUM BOARD TO 4" MINIMUM ABOVE THE FINISHED CEILING WHERE NOTED.

9. CONSTRUCT ALL WALLS BETWEEN PATIENT ROOMS AND BETWEEN PATIENT ROOMS AND CORRIDORS TO A MINIMUM STC RATING OF 45 AND TO A MINIMUM STC RATING OF 50 BETWEEN ANY PATIENT ROOM WALL ADJOINING A SERVICE OR PUBLIC SPACE UNLESS NOTED OTHERWISE.

10. ALL WOOD BLOCKING TO BE FIRE RETARDANT.

11. INSTALL CONTINUOUS 16 GAUGE GALVANIZED METAL STRAPPING WITH A MINIMUM WIDTH OF 6" FOR ALL HANDRAILS, GRAB BARS, OTHER ACCESSORIES, FIXTURES, BRACKETS, OFCI ITEMS AND MISCELLANEOUS SPECIALTIES UNLESS OTHERWISE NOTED.

12. ALL WALLS RECEIVING CABINETS, TV'S AND MONITORS SHALL HAVE GAL. MTL STRAPPING PROVIDED BETWEEN STUDS FOR INSTALLATION. BLOCKING FOR TV'S AND MONITORS SHALL BE 16 GA. METAL STRAPPING, WITH THE CENTERLINE AT 7'-0" ABOVE THE FINISHED FLOOR, UNLESS OTHERWISE NOTED OR DETAILED.

13. DUE TO MANUFACTURER'S VARIATION WITH SIZE OF EQUIPMENT, CASEWORK, PLUMBING FIXTURES, ETC., ALL DIMENSIONS REFERRING TO THE SPACE WHERE SUCH ITEMS ARE BUILT-IN SHALL BE VERIFIED WITH THE ITEM SUPPLIED.

14. ALL WORK SHALL BE BE INSTALLED IN A FIRST CLASS WORKMAN LIKE MANNER.

15. ALL RENOVATION CONSTRUCTION AREAS ARE TO BE ENCLOSED BY APPROVED, TEMPORARY CONSTRUCTION BARRIERS AND WALK OFF MATS TO BE PROVIDED ON BOTH SIDES OF CONSTRUCTION AREA ENTRANCE TO CONTROL DUST.

16. WELDING, SOLDERING AND OTHER SMOKE-PRODUCING CONSTRUCTION ACTIVITIES ARE PERMITTED INSIDE THE BUILDING WHEN APPROVED BY THE OWNER (HOT WORK PERMIT REQUIRED) AND WHEN PROPER MEASURES ARE TAKEN TO PREVENT FUMES FROM CIRCULATING WITHIN THE BUILDING. WHEN WELDING, SOLDERING OR PERFORMING ANY OTHER CONSTRUCTION ACTIVITY WHICH MAY PRODUCE SMOKE OR FUMES WITHIN THE BUILDING, THE CONTRACTOR SHALL UTILIZE A PORTABLE FUME COLLECTOR TO CAPTURE FUMES AT THEIR POINT OF ORIGIN. THE PORTABLE FUME COLLECTOR SHALL BE EQUIVALENT TO DIVERSITECH POLLUTION SOLUTIONS MODEL 'FRED JR.' WHICH IS CAPABLE OF COLLECTING 900 CFM AT 2600 FPM PICK-UP VELOCITY, AT A MINIMUM, AND IS EQUIPPED WITH A CARBON IMPREGNATED POLYESTER GAS ABSORBER AND A 99.97% HEPA FILTER.

17. CONTRACTOR SHALL PROVIDE FOR ALL INTERIM LIFE SAFETY CONTROL MEASURES REQUIRED BY THE OWNER DURING CONSTRUCTION IN ADDITION TO ANY AND ALL REQUIREMENTS THAT MAY BE INCLUDED IN THE PROJECT SPECIFICATIONS AND DRAWINGS.

18. REMOVE AND REPLACE ANY ABSORBENT MATERIAL THAT BECOMES WET, THAT CANNOT BE TOTALLY DRIED WITHIN 24 HOURS OF INCIDENT, WITH NEW MATERIALS. ABSORBENT MATERIALS INCLUDE, BUT ARE NOT LIMITED TO, GYPSUM BOARD, INSULATION, CARPET, AND CEILING TILE.

19. THE PREFERRED METHOD FOR REMOVING CONSTRUCTION DEBRIS IS SECURED DEBRIS CARTS. DEBRIS CARTS MUST BE SEALED DURING TRANSPORT THROUGH OCCUPIED AREAS OF THE BUILDING. PERMISSION OF THE OWNER MUST BE OBTAINED BEFORE TRANSPORTING CONSTRUCTION DEBRIS THROUGH OCCUPIED AREAS. DEBRIS MAY ONLY BE TRANSPORTED ON A SPECIFIC ROUTE APPROVED BY THE OWNER AND AT TIMES

DESIGNATED BY THE OWNER.

20. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, LATEST EDITION, UNLESS A MORE STRINGENT REQUIREMENT IS INCLUDED IN THE LOCAL CODES AND/OR CONTRACT DOCUMENTS.

21. THE NEW OR RENOVATED CONSTRUCTION IS TO BE UNDER POSITIVE PRESSURE RELATIVE TO THE EXTERIOR UPON COMPLETION OF THE WORK, UNLESS OTHERWISE NOTED ELSEWHERE.

FINISH NOTES:

1. IN AREAS REQUIRING NEW WORK AND PATCHING, EXISTING FINISHES SHOWN IN THE FINISH SCHEDULE AND ON THE PLANS ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES IMMEDIATELY CALLED TO THE ARCHITECT'S ATTENTION. ALL NEW FLOOR, BASE, WAINSCOT, WALL AND CEILING FINISHES SHALL MATCH THE EXISTING FINISHES, UNLESS OTHERWISE NOTED.

2. FOR EXISTING CEILING PATCHING, WHERE CEILING IS CUT OUT OR PORTIONS REMOVED FOR REMOVAL OF EXISTING DEVICES OR INSTALLATION OF NEW WORK, THE DISTURBED PORTION SHALL BE PATCHED TO MATCH THE EXISTING CEILING FINISH. UNLESS OTHERWISE NOTED, THE ENTIRE CEILING AREA IS TO BE REPAINTED WHERE CEILINGS ARE GYPSUM BOARD OR PLASTER.

3. ALL FREESTANDING COLUMNS IN A ROOM SHALL RECEIVE THE SAME FINISH AS THE ROOM WALL, UNLESS OTHERWISE NOTED.

4. WHERE NEW FINISHES ARE APPLIED TO EXISTING, THE EXISTING FINISHES SHALL BE REMOVED AND/OR THE EXISTING SURFACES PREPARED AS REQUIRED TO RECEIVE NEW FINISHES, UNLESS OTHERWISE NOTED. WHERE REQUIRED TO ACCOMMODATE THE NEW FINISHES, THE MECHANICAL, PLUMBING AND ELECTRICAL TRADES SHALL DISCONNECT AND REMOVE THEIR RESPECTIVE DEVICES AND ITEMS FROM THE EXISTING WALL, CEILING AND/OR FLOOR AND RELOCATE TO THEIR FINAL POSITION IN THE NEW CONSTRUCTION. SUCH DEVICES SHALL INCLUDE BUT NOT BE LIMITED TO ELECTRICAL SWITCHES, PANELS, OUTLETS, THERMOSTATS, GRILLS, PLUMBING FIXTURES, MEDICAL GAS OUTLETS ETC. THE RESPECTIVE TRADE SHALL ALSO BE RESPONSIBLE FOR ANY PERMANENT CONNECTIONS OF THOSE ITEMS WHICH ARE RELOCATED.

5. WHERE WALL SURFACES ARE PATCHED TO MATCH THE EXISTING, THE NEW FINISH (PAINT, VINYL WALL FABRIC, ETC.) SHALL BE APPLIED TO THE NEAREST CORNER OR BREAK IN THE WALL PLANE, UNLESS OTHERWISE NOTED.

6. WHERE EXISTING WALLS ARE TO RECEIVE A NEW FINISH, ANY EXISTING PAINTED ITEMS IN OR ON THE WALL (DOORS, DOOR FRAMES, ELECTRICAL PANELS, ETC.) SHALL BE REPAINTED TO MATCH OR COORDINATE WITH THE NEW FINISH, UNLESS OTHERWISE NOTED.

7. IN AREAS THAT HAVE AN EXISTING FLUSH FLOOR FINISH OF QUARRY TILE OR CERAMIC TILE AND ARE NOTED TO RECEIVE A RESILIENT FLOOR TILE, SHEET VINYL OR GLUE DOWN CARPET FINISH, THE CERAMIC/QUARRY TILE SHALL BE REMOVED ALONG WITH ANY LOOSE SETTING BED MATERIAL, AND THE AREA SHALL BE LEVELED WITH SELF LEVELING CEMENT BASED UNDERLAYMENT IN PREPARATION FOR THE NEW FINISH.

8. IN AREAS THAT HAVE AN EXISTING FLOOR FINISH OF RESILIENT FLOOR TILE OR CARPET AND ARE TO RECEIVE A NEW CERAMIC OR QUARRY TILE FLOOR, THE FLOORING AND ADHESIVE SHALL BE REMOVED IN PREPARATION FOR SUCH NEW HARD TILE.

9. PLASTER WALLS IN AN EXISTING BUILDING THAT ARE TO RECEIVE CERAMIC WALL TILE SHALL HAVE THE PLASTER REMOVED FROM EXISTING WALLS TO THE HEIGHT OF THE NEW CERAMIC WALL TILE IN PREPARATION FOR THE NEW SETTING BED AND CEMENT BOARD SHALL BE INSTALLED AND PREPARED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS.

10. PLASTER OR GYPSUM WALLBOARD WALLS IN AN EXISTING BUILDING FROM WHICH VINYL WALL FABRIC IS REMOVED, SHALL BE CLEANED OF ALL ADHESIVE AND A SKIM COAT OF PLASTER APPLIED TO RECEIVE THE NEW FINISH.

11. IN ALL ROOMS SCHEDULED TO RECEIVE NEW FINISHES OR MILLWORK THAT IS TO RECEIVE NEW FINISHES, EXISTING FIXTURES, DEVICES, HARDWARE AND ACCESSORIES SHALL BE TEMPORARILY REMOVED AS REQUIRED TO ALLOW THE NEW FINISH TO EXTEND UNDER OR BEHIND THE FIXTURE OR ACCESSORY AND THEN RESET.

12. ALL PENETRATIONS IN EXISTING AND NEWLY CONSTRUCTED WALLS OR BARRIERS TO BE SEALED WITH APPROVED SEALANT.

TEMPORARY PARTITIONS:

1. THE CONTRACTOR SHALL PROVIDE TEMPORARY PARTITIONS AS REQUIRED TO ISOLATE CONSTRUCTION AREAS FROM AREAS TO REMAIN UNDISTURBED, AND SHALL COORDINATE THEIR EXACT LOCATION WITH CMOP REPRESENTATIVES. ADDITIONAL TEMPORARY PARTITIONS OVER THOSE INDICATED ON THE DRAWINGS SHALL BE INSTALLED AS NECESSARY TO ACCOMMODATE THE CONSTRUCTION PROCESS, AND WHERE APPLICABLE, TO ISOLATE DIFFERENT PHASES OF THE WORK. COSTS OF ALL TEMPORARY PARTITIONS AND RELATED WORK ARE TO BE INCLUDED IN THE CONTRACTOR'S CONTRACT.

2. TEMPORARY PARTITIONS SHALL BE OF 1 HOUR MINIMUM FIRE RATED CONSTRUCTION, AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE, UNLESS THE WORK IS CONFINED TO AN AREA ALREADY ISOLATED FROM OWNER OCCUPIED AREAS BY AN EXISTING UNDISTURBED 1 HOUR WALL. WHEN IN PLACE FOR MORE THAN 14 DAYS, ALL TEMPORARY PARTITIONS SHALL BE PROVIDED WITH RUBBER OR VINYL BASE AND A WASHABLE PAINT OR WALL FABRIC COVERING ON THE SIDE OPPOSITE THE CONSTRUCTION AREA. ADJACENT FINISHES SHALL BE REPAIRED AT THE JUNCTION WITH THE TEMPORARY PARTITIONS.

3. MEANS OF EGRESS SHALL BE MAINTAINED FOR THE PUBLIC, STAFF AND CONTRACTORS EMPLOYEES AT ALL TIMES. REQUIRED EXITS AT THE END OF CORRIDORS WHICH ARE ISOLATED DURING CONSTRUCTION SHALL HAVE AN EGRESS DOOR MAINTAINED AS REQUIRED BY THE BUILDING CODE, AND SHALL HAVE SIGNAGE INDICATING "EMERGENCY EXIT ONLY."

4. ALL TEMPORARY PARTITIONS SHALL BE DUST PROOF AND SEALED AT ALL JUNCTIONS OF DISSIMILAR MATERIALS USING GASKETING MATERIAL. ADEQUATE PRECAUTIONS SHALL ALSO BE TAKEN TO PREVENT DUST AND NOXIOUS VAPORS FROM ENTERING THE RETURN AIR DUCTWORK IN THE CONSTRUCTION AREA.

5. ALL TEMPORARY PARTITIONS SHALL BE SOUND RATED AT A MINIMUM STC RATING OF 45.

TEMPORARY EXTERIOR PASSAGEWAY:

1. EXITING ACCESS MUST BE MAINTAINED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A 6'-0" WIDE BY 7'-6" HIGH (CLEAR INSIDE) PASSAGEWAY CAPABLE OF SUPPORTING A MINIMUM LIVE LOAD OF 80 POUNDS PER SQUARE FOOT AND AS REQUIRED BY CONSTRUCTION CONDITIONS. THE WORK SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS (MINIMUM FIRE RETARDANT WOOD). IT SHALL HAVE A ROOF WITH 90 POUND MINERAL SURFACED FELT AND 3'-6" HIGH CLOSED SIDES, WITH 4'-0" HIGH OPENING ABOVE THE CLOSED AREA. CONSTRUCTION SHALL BE PHASED AS REQUIRED TO PROVIDE THE EXIT ACCESS AND ALLOW FOR CONSTRUCTION. SEE PLANS FOR LOCATION. THE CONSTRUCTION AND METHOD OF PHASING MUST BE APPROVED BY THE OWNER AND ARCHITECT. THE CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTS AND OTHER

DEVICES AS MAY BE REQUIRED IN THE PASSAGEWAY.

DEMOLITION NOTES:

1. ALL DEMOLITION WORK SHALL BE PERFORMED WITH "DUE CARE AND DILIGENCE" SO AS TO PREVENT THE ARBITRARY DESTRUCTION OR INTERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN USE AND THE ROUTING OF WHICH COULD NOT BE PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THAT INDICATED, CHANGE DIRECTION FROM FLOOR TO FLOOR, ETC. OR ARE UNIDENTIFIED SHALL BE REPORTED TO THE ARCHITECT AND OWNER BEFORE REMOVAL.

2. THE DEMOLITION DRAWINGS GENERALLY INDICATE THE REMOVAL OF ITEMS WHICH ARE IN VIEW OR BELIEVED TO BE CONCEALED (SUCH AS EXISTING COLUMNS CONCEALED WITHIN WALLS, ETC.) THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT AND OWNER, IN WRITING, OF THE FOLLOWING CONDITIONS, BEFORE SUCH CONDITIONS ARE DISTURBED AND BEFORE ANY DELAY OR COST IS INCURRED BY THE CONTRACTOR:

A. CONCEALED OR UNKNOWN CONDITIONS ENCOUNTERED WHICH DIFFER MATERIALLY FROM THOSE INDICATED OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS.

B. CONCEALED PHYSICAL CONDITIONS IN THE EXISTING STRUCTURE OF AN UNUSUAL NATURE.

3. SEE ALL DRAWINGS FOR THE EXTENT OF CUTTING AND PATCHING REQUIREMENTS NECESSITATED BY THAT PORTION OF THE WORK, SUCH AS MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, STRUCTURAL AND VENDOR EQUIPMENT DRAWINGS ETC.

4. SEE THE FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL, STRUCTURAL AND VENDOR EQUIPMENT DRAWINGS FOR ADDITIONAL WORK THAT MAY REQUIRE CEILING ACCESS FOR SPECIAL SYSTEMS SUCH AS SMOKE/FIRE ALARM, RANDOM JUNCTION BOXES, ETC. WHICH HAVE NOT BEEN INDICATED ON THE REFLECTED CEILING OR DEMOLITION PLANS. THE CONTRACTOR SHALL INDICATE THIS WORK ON THE COORDINATION DRAWINGS.

5. EXISTING CONSTRUCTION TO BE REMOVED:

A. THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DESIGNATED AND/OR SHOWN TO BE REMOVED TO RECEIVE NEW WORK AS HEREIN INDICATED COMPLETELY.

B. FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL TRADES SHALL REMOVE ALL DEVICES AND ITEMS PERTAINING TO THEIR RESPECTIVE TRADES FROM ALL EXISTING PARTITIONS, CEILINGS, ETC. BEING REMOVED. COORDINATE DEMOLITION WITH CONCURRENT GENERAL DEMOLITION. UNLESS NOTED TO BE ABANDONED, ALL FIRE PROTECTION, PLUMBING, MECHANICAL AND ELECTRICAL WHICH PASS THROUGH OR ARE

AFFECTED BY THE DEMOLITION SHALL BE MAINTAINED IN A COMPLETE AND FULLY OPERATIONAL CONDITION OR, WHERE NOTED, BE APPROPRIATELY CAPPED OFF. PROVIDE TEMPORARY SYSTEMS AS REQUIRED TO MAINTAIN FULL OPERATION OUTSIDE THE AREA OF DEMOLITION FOR ANY AND ALL SYSTEMS.

6. REMOVE PORTIONS OF EXISTING CONSTRUCTION AS DESIGNATED AND/OR SHOWN AND PATCH REMAINING SURFACES TO MATCH THE ADJACENT CONSTRUCTION.

7. THE CONTRACTOR SHALL REFER TO THE ROOM FINISH INFORMATION DRAWINGS AND/OR SCHEDULE FOR ADDITIONAL INFORMATION CONCERNING FINISHES WHICH IMPACT THE WORK.

8. WHEN CARPET IS TO BE REMOVED IT SHALL BE WETTED WITH AN EPA AND OWNER APPROVED GERMICIDAL AGENT PRIOR TO THE REMOVAL OF THE CARPET TO PREVENT THE DISPERSION OF AIRBORNE PARTICLES.

9. WHENEVER EXISTING EQUIPMENT, PIPING, DUCTS, ETC. ARE REQUIRED TO BE REMOVED, SUCH REMOVAL SHALL INCLUDE ALL ANCHORS, HANGERS, FOUNDATIONS, ETC. AFTER REMOVAL, ANY AFFECTED CONSTRUCTION AND SURFACES SUCH AS FLOORS, WALLS, BASES AND CEILINGS SHALL BE FINISHED TO MATCH ADJACENT SURFACES, UNLESS OTHERWISE NOTED.

10. ALL EQUIPMENT REMOVED, SUCH AS PLUMBING FIXTURES, ELECTRICAL FIXTURES AND EQUIPMENT, MECHANICAL EQUIPMENT, AIR CONDITIONER UNITS, ETC. SHALL BE TURNED OVER TO THE OWNER AND STORED WHERE DIRECTED. ITEMS THE OWNER DOES NOT WANT TO KEEP SHALL BE REMOVED AND PROPERLY DISPOSED BY THE CONTRACTOR.

11. REMOVE EXISTING CABINETWORK AS INDICATED. WHERE THERE IS PLUMBING INVOLVED, SUCH PLUMBING SHALL BE REMOVED TO THE MAXIMUM EXTENT THAT IS PRACTICAL OR AT A MINIMUM SHALL BE CAPPED OFF IN THE WALL OR BELOW THE FLOOR SUCH THAT THE WALL OR FLOOR SURFACE CAN BE PATCHED FLUSH TO MATCH ADJACENT SURFACES OR TO RECEIVE NEW FINISHES SCHEDULED. SEE PLUMBING NOTES FOR MORE

INFORMATION.

12. WHERE INDICATED, REMOVE THE EXISTING DOOR AND FRAME AND SEAL THE OPENING WITH WALL CONSTRUCTION TO MATCH THE ADJACENT WALL, UNLESS OTHERWISE NOTED. FINISH THE WALL TO MATCH THE ADJACENT FINISH OR TO RECEIVE THE NEW FINISH AS SCHEDULED.

13. WHERE INDICATED, REMOVE THE EXISTING WINDOW AND SEAL THE OPENING WITH WALL CONSTRUCTION TO MATCH THE ADJACENT WALL, UNLESS NOTED OTHERWISE. FINISH THE WALL TO MATCH THE ADJACENT FINISH OR TO RECEIVE THE NEW FINISH AS SCHEDULED.

14. WHERE INDICATED, REMOVE THE EXISTING WINDOWS AND REPLACE WITH NEW WINDOWS AS SCHEDULED. PATCH AND FINISH THE WALL TO MATCH THE ADJACENT FINISH OR TO RECEIVE THE NEW FINISH AS SCHEDULED.

15. EXISTING AREAS, WHETHER WITHIN OR OUTSIDE THE LIMITS OF THE CONTRACT, SHALL BE REPAIRED WHERE ANY DAMAGE HAS OCCURRED DUE TO CONSTRUCTION.

16. DURING THE DEMOLITION PROCESS, SHOULD THE CONTRACTOR ENCOUNTER ANY MATERIAL IDENTIFIED AS OR SUSPECTED TO CONTAIN ASBESTOS FIBERS OR MOLD, IT SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND THE OWNER. NOTE THAT THE OWNER WILL CONTRACT DIRECTLY WITH A LICENSED ABATEMENT CONTRACTOR FOR THE NECESSARY WORK INVOLVING CONTAINMENT AND/OR REMOVAL OF THE ASBESTOS OR

MOLD.

17. WHEN PATCHING SLABS ON GRADE OR EXTERIOR WALLS REPLACE VAPOR BARRIER, WATER AND OR AIR BARRIERS IF PRESENT TO MATCH THE LOCATION OF THE EXISTING VAPOR, WATER AND OR AIR BARRIERS AND TAPE OR PROVIDE OTHER FASTENERS NECESSARY TO MAKE THE EXISTING AND NEW BARRIER CONSISTENT WITH THE ORIGINAL BARRIER.

18. ALL ABANDONED ELECTRICAL CONDUITS, FITTINGS, AND ENCLOSED SHALL BE REMOVED BACK TO THE NEXT ACTIVE FITTING, JUNCTION BOX, PULL BOX, OR ENCLOSURE. ALL OPEN KNOCKOUTS OR THREADED HUBS SHALL BE CAPPED OR PLUGGED AS APPROPRIATE.

19. ALL ABANDONED ELECTRICAL WIRE AND/ OR CABLES SHALL BE REMOVED BACK TO THE POINT OF ORIGIN.

20. ALL FIRE/ SMOKE WALL OPENINGS SHALL BE CLOSED WITH AN APPROPRIATE FIRE STOPPING SYSTEM. FOR OPENINGS LEFT AS A RESULT OF CONDUIT AND/ OR CABLE REMOVAL, REPAIR AS NECESSARY TO MATCH EXISTING WALL CONSTRUCTION.

21. COMPLETED RUNS OF EMPTY ELECTRICAL CONDUITS DESIGNATED AS "SPARE" SHALL NOT BE REMOVED.

22. CONDUIT STUBS ABANDONED IN PLACE DUE TO THE NATURE OF THE EXISTING STRUCTURAL SHALL BE CAPPED AND/ OR PLUGGED WITH AN APPROPRIATE USED DEVICE OR APPROVED FIRE STOPPING SYSTEM.

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/ 08 /2019Revisions: Date:

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION DOCUMENTS

GENERAL NOTES

ARCHITECTURAL SYMBOLS

GI003

EMPLOYEE

ENTRANCE

EXISTING 2 STORY

MODULAR OFFICE

NO WORK IN THIS AREA

EXISTING WOMENS

RESTROOM

EXISTING

HAC

EXISTING MENS

RESTROOM

NEW WOMENS

RESTROOM

WH

EXISTING WOMENS

TOILET RM

EXISTING

HAC

EXISTING MENS

TOILET RM

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/ 08 /2019Revisions: Date:

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION DOCUMENTS

PHASING PLAN

DEMOLITION PLANS & NOTES

AD101

EX

IS

TI

N

G

S

TO

R Y

M O

D U

LA

R

O

FF

IC

E

N O

W O

R K

IN

T

H

IS

A R

EA

NEW WOMENS

RESTROOM

JAN.

CLT.

203A

NEW MENS

RESTROOM

202A

NEW

HAC

NEW DW /

STERILIZATION

NEW MENS

RESTROOM

202B

JAN.

CLT.

202C

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/ 08 /2019Revisions: Date:

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION DOCUMENTS

NEW WORK FLOOR PLANS

DOOR SCHEDULE & DETAILS

ACCESSORY / EQUIPMENT LIST

EHH TLR

AE101

202A MALE RESTROOM 3'-0" x 7'-0" NA NA NA F1 NA FRAMED OPENING - NO DOOR 202B MALE RESTROOM 3'-0" x 7'-0" NA NA NA F1 NA FRAMED OPENING - NO DOOR 202C JAN. CLOSET 3'-0" x 7'-0" x 1 34" 1 NA WD F1 HW-5D 203A JAN. CLOSET *3'-0" x 7'-0" x 1 34" 1 NA WD F1 HW-5D * VERIFY SIZE OF EXISTING OPENING IN FIELD 204 HAC *3'-0" x 7'-0" x 1 34" 1 NA WD F1 HW-5D * UNDERCUT DOOR HEIGHT 12" FOR VENTILATION 205 DISHWASHING / STERILIZATION *3'-0" x 7'-0" x 1 34" 1 NA WD F1 HW-5D * UNDERCUT DOOR HEIGHT 12" FOR VENTILATION

OPG NO. ASSOCIATED ROOM OPENING SIZE DOOR GLAZING DOOR FRAME HDWR REMARKS

TYPE TYPE MAT'L TYPE SET

DOOR / FRAME / OPENING SCHEDULE

NOTE: NEW DOOR AND FRAME FINISHES TO MATCH EXISTING, FACILITY FINISHES UNLESS APPROVED OTHERWISE BY COR.

ALL NEW HARDWARE SETS TO BE KEYED TO MATCH CURRENT FACILITY MASTER KEY SYSTEM.

EXT'G 2 STORY

MODULAR OFFICE

NO WORK IN THIS AREANEW MENS

RESTROOM

202A

NEW

HAC

NEW DW /

STERILIZATION

NEW MENS

RESTROOM

202B

JAN.

CLT.

202C

NEW WOMENS

RESTROOM

NEW REFLECTED CEILING PLAN

EHH TLR

AE102

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/ 08 /2019Revisions: Date:

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION DOCUMENTS

EXT'G 2 STORY

MODULAR OFFICE

NO WORK IN THIS AREA

NEW MENS

RESTROOM

202A

NEW

HAC

NEW DW /

STERILIZATION

NEW MENS

RESTROOM

202B

JAN.

CLT.

202C

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/ 08 /2019Revisions: Date:

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION DOCUMENTS

RESTROOM CEILING / ROOF

FRAMING PLAN

AE103

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/ 08 /2019Revisions: Date:

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION DOCUMENTS

RESTROOM INTERIOR ELEVATIONS

AE401

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/ 08 /2019Revisions: Date:

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION DOCUMENTS

SECTIONS AND DETAILS

AE501

NEW MENS

RESTROOM

202A

NEW

HAC

NEW DW /

STERILIZATION

NEW MENS

RESTROOM

202B

JAN.

CLT.

202C

JAN.

CLT.

203A

NEW WOMENS

RESTROOM

Schluter - RENO-RAMP

Existing Substrate

Tile

NEW MENS

RESTROOM

202A

NEW

HAC

NEW DW /

STERILIZATION

NEW MENS

RESTROOM

202B

JAN.

CLT.

202C

JAN.

CLT.

203A

NEW WOMENS

RESTROOM

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/ 08 /2019Revisions: Date:

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION DOCUMENTS

FLOOR FINISH PLAN -ALL PHASES

WALL FINISH PLAN - ALL PHASES

FINISH SCHEDULE

EHH TLR

IN101

FINISH SCHEDULE

SYMBOL MANUFACTURER

PRODUCT

NAME/NUMBER FINISH COLOR SIZE REMARKS

ACOUSTICAL CEILING TILE

ACT ARMSTRONG ULTIMA Health Zone WHITE 2' X 4' USE WITH PRELUDE Plus XL;

Aluminum 15/16"; Exposed Tee

GRID SYSTEM

PORCELAIN FLOOR TILE

FT DALTILE EXQUISITE TBD 24" X 24"

PORCELAIN WALL TILE

WT DALTILE EXQUISITE TBD 12" X 24"

PORCELAIN ACCENT TILE

AT DALTILE EXQUISITE TBD 2" X 4" BRICK -JOINT MOSAIC

PORCELAIN COVE BASE TILE

CBT DALTILE EXQUISITE TBD 6" X 12"

FLOOR TRANSITION STRIP

TS SCHLUTER RENO-RAMP ALUMINUM AS REQUIRED TRANSITION FROM CONCRETE

TO TILE.

RESILIENT BASE

VB JOHNSONITE TRADITIONAL 6"

VINYL WALL BASE TBD 6" HIGH

PAINT

P1 PPG ARCHITECTURAL

COATINGS

LOW VOC INTERIOR

LATEX EGGSHELL TBD

PAINT PRODUCT TO BE LOW

VOC, HIGH PERFORMANCE

LAMINATE

PL WILSONART PLASTIC LAMINATE

MONTANA

WALNUT

7110K-78

ALL RESTROOM CASEWORK

SUPPORT PANELS, END PANELS

AND APRONS

SOLID SURFACE

SS-1 AVONITE SOLID SURFACE

COUNTERTOP SATIN TBD 1/2 " THICK

SIZES VARIES RESTROOM COUNTERTOPS.

GENERAL NOTE:

ALL PRODUCTS LISTED ARE BASIS OF DESIGN AND ARE SUBJECT TO PROJECT COR'S APPROVAL

NEW MENS

RESTROOM

202A

NEW

HAC

NEW DW /

STERILIZATION

NEW MENS

RESTROOM

202B

JAN.

CLT.

202C

NEW WOMENS

RESTROOM

CD FROM RTU-15CD CD

4" S

S 4"

S S

(E)FD

(E)FD

(E)FD

WC-1

WC-2

WC-2

UR-1

UR-2

UR-2

WC-2

WC-1

L-1

L-1

L-1

L-1

MS-1

WB-1

(E) EEW

(E) EWC

FD-1

L-1 L-1 L-1 L-1

WC-1 WC-1

WC-2

WC-2

WC-2

WC-2

WC-2

WC-2

(E)4" VTR

(E)4" SAN. SEWER

(E)4" SAN. SEWER

(E)4" SAN. SEWER

FD-1

FD-1

(E)2" COND. DRAIN OVERHEAD

3"

2"2"

2"V.

2"V.

2"V.

3"V.

3"V.

(E)4" SAN. SEWERSEE RISER DIAGRAM 1 SEE RISER DIAGRAM 2

WCO

NEW FCO

2"W, 2"V

2"W, 2"V

2"W, 2"V

2"W, 2"V

2"W, 2"V 2"W, 2"V 2"W, 2"V 2"W, 2"V

2"W, 2"V

3"W, 2"V

2"W, 2"V 3"W, 2"V

(E) 2" CW

NEW MENS

RESTROOM

202A

NEW

HAC

NEW DW /

STERILIZATION

NEW MENS

RESTROOM

202B

JAN.

CLT.

202C

NEW WOMENS

RESTROOM

WC-1

WC-2

WC-2

UR-1

UR-2

UR-2

WC-2

WC-1

L-1

L-1

L-1

L-1

MS-1

VB-1

(E) EEW

(E) EWC

L-1 L-1 L-1 L-1

WC-1 WC-1

WC-2

WC-2

WC-2

WC-2

WC-2

WC-2

WH-1

SEE DETAIL

CP-1

TMV-1CAP

3/4" HWR

2" CW

EXISTING 2" CW

1-1/2" CW 1-1/4" HW

1" HW

3/4" 3/4"

1"

10 11

1-1/4" HW

(E) 2" CW

3/4" HW

1"

1-1/2" CW

3/4"

SEE RISER DIAGRAM 3 SEE RISER DIAGRAM 4

WH

EXISTING WOMENS

TOILET RM

EXISTING

HAC

EXISTING MENS

TOILET RM

(E) EEW

(E) EWC

6 6

PLUMBING PLAN

LB SR

P101

NEW WORK GENERAL NOTES

1. REFERENCE PHASING PLAN ON AD101.

2. COORDINATE DEMOLITION OF EXISTING FIXTURES WITH OWNER (DISPOSE OF OR RETURN

TO OWNER AS DIRECTED).

SYMBOLS LEGEND

PLUMBING KEYNOTES

1. REMOVE EXISTING WATER HEATER AND ALL PIPING, ACCESSORIES, ELECTRICAL, ETC.

2. REMOVE EXISTING POT SINK AND MOP SINK BELOW. REMOVE ALL ASSOCIATED PIPING

WITHIN WALLS AND ABOVE CEILING, PLUG WASTE LINE BELOW FLOOR.

3. REMOVE OR RELOCATE AS DIRECTED BY OWNER. REMOVE ALL ASSOCIATED PIPING.

4. CAREFULLY DISCONNECT UTILITIES FROM EXISTING ELECTRIC WATER COOLER (EWC) AND

PREPARE TO RELOCATE.

5. CAREFULLY DISCONNECT UTILITIES FROM EXISTING EMERGENCY EYE WASH (EEW) AND

PREPARE TO RELOCATE.

6. REMOVE EXISTING LAVATORY AND ALL ASSOCIATED PIPING. PLUG WASTE LINE BELOW

FLOOR.

7. REMOVE EXISTING PLUMBING FIXTURE AND ALL ASSOCIATED PIPING. THE EXISTING 4" VTR

SHALL REMAIN AND BE REUSED. THE EXISTING 4" WASTE LINE SHALL REMAIN AND BE

REUSED.

8. 2" CW DOWN IN WALL WITH 1" TO EACH WATER CLOSET.

9. 1-1/2" CW DOWN IN WALL WITH 1" TO EACH WATER CLOSET AND 3/4" TO EACH URINAL.

COORDINATE PIPING WITH PHASING.

10. 3/4" CW DOWN IN WALL WITH 1/2" TO EACH LAVATORY.

11. HW LOOP (SIZE AS INDICATED) ROUTED DOWN IN WALL, THEN HORIZONTALLY BEHIND EACH

FIXTURE TO COMPLY WITH 2015 IECC 'MAXIMUM PIPING LENGTH'. BRANCH 1/2" HW TO EACH

FAUCET, THEN ROUTE HW LOOP BACK UP TO ABOVE CEILING AND EXTEND AS INDICATED.

12. 1/2" CW AND 1/2" HW DOWN IN WALL TO NEW MOP SINK.

13. ROUTE 3/4" HW DOWN IN WALL TO WASHER BOX; REDUCE TO 1/2" AT BOX CONNECTION.

PROVIDE STAINLESS STEEL SUPPLY HOSE FROM HW VALVE TO DISHWASHER.

14. 1" CW DOWN IN WALL WITH 1" TO RELOCATED EMERGENCY EYE WASH; EXTEND 1/2" CW

WITHIN WALL TO RELOCATED ELECTRIC WATER COOLER.

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT Architect:

STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/08/2019Revisions: Date:

Atriax, PLLC 102 3rd Avenue, NE Hickory, NC 28601 828.315.9962 atriaxgroup.com

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION

DOCUMENTS

FINAL CONSTRUCTION DOCUMENTS

COLD WATER CAP END OF LINE

HOT WATER (110°F HW) RISER DOWN

HOT WATER RETURN RISER UP

PLUG CLEANOUT

WASTE (SANITARY SEWER) DIRECTION OF FLOW

CONDENSATE DRAIN

VENT (SANITARY SEWER)

FLOOR DRAIN

BALL VALVE

NEW TO EXISTING CONNECTION

EWC ELECTRIC WATER COOLER

VTR VENT THRU ROOF

EXISTING UTILITY

CD

V

DEMOLITION

(E) EXISTING

EEW EMERGENCY EYE WASH

SS

WCO WALL CLEAN OUT

FCO FLOOR CLEAN OUT

03/07/2019

PLUMBING SCHEDULES

LB SR

P201

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT Architect:

STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/08/2019Revisions: Date:

Atriax, PLLC 102 3rd Avenue, NE Hickory, NC 28601 828.315.9962 atriaxgroup.com

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION

DOCUMENTS

FINAL CONSTRUCTION DOCUMENTS

DESCRIPTION

VALVE BOX FOR DISHWASHERVB-1 - 2" 2"

FIXTURETAG

PLUMBING FIXTURE SCHEDULE

H C W V

GUY GRAY #MWB-15, WHITE POWDER COATED METAL WASHING MACHING BOX, CENTER 2" DRAIN, 1/4 TURN WATER VALVES, VERIFY CONNECTION TYPE. (COLD WATER VALVE IS NOT USED.)

WC-1 - 1" 4" 2" FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. TOP OF SEAT SHALL BE 17'-19" A.F.F.

WATER CLOSET, FLOOR SET,

SENSOR OPERATED FLUSH VALVE,

REAR OUTLET, ACCESSIBLE

WC-2 - 1" 4" 2" FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. TOP OF SEAT APPROXIMATELY 16" A.F.F.

WATER CLOSET, FLOOR SET,

SENSOR OPERATED FLUSH VALVE,

REAR OUTLET, STANDARD HEIGHT

- 3/4" 2" 2" FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. RIM SHALL BE MOUNTED 15-1/4" A.F.F.

URINAL, WALL HUNG, SENSOR

OPERATED FLUSH VALVE,

ACCESSIBLE HEIGHT

UR-1

- 3/4" 2" 2" FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. RIM SHALL BE MOUNTED 24" A.F.F.

URINAL, WALL HUNG, SENSOR

OPERATED FLUSH VALVE,

STANDARD HEIGHT

UR-2

L-1 1/2" 1/2" 2" 2"

LAVATORY, COUNTERTOP,

SENSOR OPERATED FAUCET,

ACCESSIBLE

AMERICAN STANDARD #0476.028. VITREOUS CHINA COUNTERTOP LAVATORY, FAUCET HOLES ON 4" CENTERS.

AMERICAN STANDARD #6055.205 ELECTRONIC PROXIMITY FAUCET, 0.5 GPM, DC LITHIUM BATTERY POWERED.

PROVIDE AND INSTALL GRID STRAINER, P-TRAP AND ADA INSULATION PACKAGE.

FD-1 FLOOR DRAIN, ROUND

MS-1 MOP SINK, SQUARE,

- - 2"

1/2"1/2" 3" 2"FLOOR MOUNTED, TERRAZZO

FIAT #TSB-200 MOP BASIN. TERRAZZO 24"x24"x12" HIGH WITH PLAIN CURBS, 3" DRAIN. PROVIDE FIAT #830-AA

FAUCET; #832-AA HOSE BRACKET & HOSE; #889-CC MOP HANGER.

WATTS FD-100-A COATED CAST IRON WITH ADJUSTABLE ROUND NICKEL BRONZE STRAINER.

FLOOR DRAIN SHALL HAVE NO HUB CONNECTION AND PROSET TRAP GUARD.3"

NOTES:

1. ALL FIXTURES SHALL MEET LOW WATER CONSUMPTION REQUIREMENTS.

2. PROVIDE STOPS AT ALL FIXTURES.

3. PROVIDE AND INSTALL A PROSET TRAP GUARD FOR EACH NEW FLOOR DRAIN AS REQUIRED BY LOCAL CODE.

4. ACCESSIBLE FIXTURES SHALL BE MOUNTED AND INSTALLED PER TAS.

5. PROVIDE FLOOR MOUNTED CARRIERS FOR ALL WALL MOUNTED FIXTURES.

6. PROVIDE TRUE-BRO 'LAV-GUARD' INSULATION KIT FOR EXPOSED PIPING AT ALL ACCESSIBLE AND LAVATORIES.

1. FURNISH AND INSTALL ALL MATERIALS AND LABOR REQUIRED TO PROVIDE A COMPLETE AND OPERABLE PLUMBING

SYSTEM, WITH ALL ITEMS AND APPURTENANCES NECESSARY.

2. ALL LABOR AND MATERIALS SHALL BE INSTALLED BY A LICENSED CONTRACTOR.

3. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS/SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE PLUMBING CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A

MINIMUM STANDARD WITHOUT ANY EXTRA COST TO THE OWNER.

4. CROSS-CONNECTIONS OF ANY FIXTURE, DEVICE OR CONSTRUCTION WHICH WILL PERMIT BACKFLOW CONNECTIONS BETWEEN A WATER DISTRIBUTION SYSTEM AND ANY PART OF THE DRAINAGE SYSTEM SHALL NOT BE INSTALLED.

5. PLUMBING FIXTURES SHALL BE AS SCHEDULED. ALL HANDICAP FIXTURE INSTALLATIONS SHALL BE IN COMPLIANCE WITH ADA AND TAS (TEXAS ACCESSIBILITY STANDARDS). CONFIRM EXACT LOCATIONS OF ALL PLUMBING FIXTURES WITH ARCHITECT PRIOR TO INSTALLATION. ALL FIXTURES SHALL BE COMPLETE WITH ALL NECESSARY TRIM. ALL

EXPOSED METAL PARTS SHALL BE CHROME PLATED BRASS.

6. CONFIRM ROUGH-IN REQUIREMENTS FOR ALL EQUIPMENT PRIOR TO INSTALLATION.

7. COORDINATE EXACT ROUTING OF ALL PIPING WITH ALL OTHER TRADES PRIOR TO INSTALLATION.

8. PROVIDE TRAP GUARDS FOR ALL FLOOR DRAINS, EXCEPT FOR THOSE AREAS NOT REQUIRED BY THE CITY OF FORT

WORTH.

9. PROVIDE FACTORY MANUFACTURED WATER HAMMER ARRESTORS WHERE REQUIRED AND/OR INDICATED ON THE

DRAWINGS.

10. INSTALL PLUMBING VENTS THROUGH ROOF TO BE A MINIMUM OF 10'-0" FROM ALL RTU AND OTHER OUTSIDE AIR

INTAKES. COORDINATE WITH MECHANICAL.

11. ALL WATER PIPING PASSING THROUGH CONCRETE FLOOR SLABS SHALL BE COMPLETELY ISOLATED FROM THE CONCRETE BY ENCASEMENT IN 1/2" THICK FLEXIBLE FOAM PLASTIC INSULATION, WRAPPED WITH 2 PLYS OF 15# FELT TO ISOLATE THE PIPE FROM THE CONCRETE. WHERE WATER PIPE EXTENDS THROUGH CONCRETE GRADE BEAMS BELOW GRADE, IT SHALL BE ENCASED IN 3/8" THICK FLEXIBLE FOAM PLASTIC INSULATION. PIPING BELOW SLAB

SHALL BE TYPE "M" SOFT TEMPER COPPER WITHOUT JOINTS.

12. ALL EXPOSED PIPING PASSING THROUGH FLOORS, CEILINGS OR WALLS SHALL BE PROVIDED WITH APPROVED PLATES OF SUFFICIENT DIAMETER TO COVER THE SLEEVE OPENING AND FIT SNUGLY AROUND THE PIPE.

13. WATER AND SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING AS

REQUIRED BY CODE.

14. THIS CONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS REQUIRED FOR PLUMBING EQUIPMENT AND MATERIALS.

ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS SPACED NOT MORE THAN 10 FEET APART FOR PIPES 1-1/4" AND LARGER, AND 8' FOR PIPES SMALLER THAN 1-1/4", AND AT EACH JOINT. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO PREVENT SAGGING. PROVIDE PIPE SADDLES FOR INSULATED

PIPING.

15. CLEANOUTS SHALL BE PROVIDED WHERE INDICATED ON THE DRAWINGS, OR WHERE REQUIRED, TO PROVIDE ACCESS TO ALL LINES AND AT HORIZONTAL RUN AT INTERVALS NOT EXCEEDING 80 FEET IN ALL SOIL, WASTE AND DRAIN LINES. CLEANOUTS SHALL BE SAME AS PIPE EXCEPT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED.

16. DO NOT INSTALL PVC PIPING IN ANY RETURN AIR PLENUMS.

17. ALL WASTE AND VENT PIPING SHALL BE STANDARD WEIGHT CAST IRON OR SCHEDULE 40 PVC. HORIZONTAL SOIL & WASTE PIPES SHALL BE GIVEN A GRADE OF 1/4 INCH PER FOOT WHERE POSSIBLE, BUT IN NO CASE LESS THAN 1/8 INCH PER FOOT. ALL PVC PIPING INSTALLATION SHALL CONFORM TO ASTM D 2321 LATEST EDITION "UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS" IN ALL RESPECTS.

MINIMUM TRENCH WIDTH SHALL BE THE PIPE DIAMETER PLUS 16". ALL BEDDING MATERIAL SHALL MEET 1A OR 1B

CRITERIA.

18. ALL NEW DOMESTIC WATER PIPING ABOVE GRADE SHALL BE TYPE "L" COPPER WITH WROUGHT COPPER FITTINGS.

PEX CROSS-LINKED POLYETHYLENE (PEX) TUBING IS ALLOWED IN CONCEALED LOCATIONS AS APPROVED BY THE OWNER. PEX PIPING SHALL COMPLY WITH ASTM F876, F 877 OR AWWA C904, AND THE FOLLOWING:

a. PIPING SHALL BE MADE WITH BRASS INSERT AND CRIMP FITTINGS MEETING ASTM F 1870. NO

CONNECTIONS ARE PERMITTED UNDERNEATH THE SLAB.

b. PROVIDE PEX TUBING WITH A RED OUTER SHEATH FOR DOMESTIC HOT WATER LINES AND T&P RELIEF LINES OR ANY OTHER POTENTIALLY HAZARDOUS SERVICE, AND A BLUE OUTER SHEATH FOR ALL

DOMESTIC COLD WATER LINES AND CONDENSATE DRAIN LINES.

c. PROVIDE SLEEVES WHERE PEX TUBING PENETRATES WALLS, CEILINGS OR SLABS.

19. INSULATE ALL COPPER DOMESTIC WATER PIPING WITH 1" THICK FIBERGLASS PIPE INSULATION WITH ALL SERVICE JACKET. INSULATE ALL PEX DOMESTIC WATER PIPING WITH 1" THICK CONTINUOUS FOAM INSULATION.

PLUMBING GENERAL NOTES:

3/4" T&P RELIEF DRAIN

6" HIGH GALV.

DRAIN PAN

3/4" DRAIN TO

MOP SINK WITH

6" AIR GAP

PLYWOOD DECK

ABOVE RESTROOMS

WH-1

EXPANSION TANK

UNION (TYP.)

THERMOMETER (TYP.)

CHECK VALVE

BALANCING VALVE

3/4" HOT

WATER

RETURN

CP-1

HWR

AQUASTAT

POWER SUPPLY

MIXING VALVE TMV-1

0°

BALL VALVE (TYP.)

1-1/4" DOMESTIC

HOT WATER

(110° HW)

1-1/4" DOMESTIC

COLD WATER (CW)

SET TANK

TEMP TO 140°F

TMV-1 THERMOSTATIC MIXING VALVE -1" - POWERS #LFLM492, LEAD FREE THERMOSTATIC MIXING VALVE, 0.5-15 GPM AT 20 PSI PRESSURE DROP.

VALVE SHALL BE ASSE 1017 CERTIFIED. VERIFY CONNECTION TYPE AND COMPATIBILITY.

1"

TANK STORAGE

CHARACTERISTICS

ELECTRIC WATER HEATER SCHEDULE

DOMESTIC HOT WATER CIRCULATING PUMP SCHEDULE

WATER HEATER WH-1CP-1

TAG

FEETFLOW

5 1/12

HP

RPM

HEAD INGPM MOTOR MOTOR

LOCATION

WH-1

TAG KW INPUT GALLONS

GRUNDFOS UP-26-96BF A/T115V, 1 PHASE

& MODEL No.

ELECTRICAL MANUFACTURER REMARKS

INTEGRAL TIMER

MANUFACTURER

& MODEL No.

GPH @ 80°

RISE (140° OUT) REMARKS

NOTES:

1. PROVIDE SHUTOFF VALVE ON HOT & COLD WATER LINE.

2. PROVIDE AND INSTALL EXPANSION TANK, SIZED BY MANUFACTURER.

3. SEE DETAIL FOR ADDITIONAL REQUIREMENTS.

NOTES:

1. PROVIDE PUMP WITH AN INTEGRAL, PROGRAMMABLE TIMER FOR SCHEDULING PER IECC.

DECK ABOVE RESTROOMS

SERVICE

4.5 / 4.5 40 23 A.O. SMITH DEL-40 WIRE ELEMENTS NON-SIMULTANEOUS

VOLTS / PHASE

208/1

1/2"

FD-1

(E) 4" VTR

FLOOR

(E) 4" SAN. SEWER

4" 4" 4"

2" 2"

2"

WC-1

UR-2

3" 4" 4"3"

WCO

2"

2"

2" 2"

2"

2"

WC-1 WC-2 WC-2

UR-2 UR-1

WC-2

FD-1 2" 2"

2"

2"

4" 3"4" 3"

FD-1FLOOR

(E) 4" SAN. SEWER

4" 4" 4"

2" 2"

2"

WC-1

3" 4"

3"

2" 2" 2"

2"

2"

WC-1 WC-2 WC-2 WC-2

FD-1

2"

3"

WC-2 WC-2 WC-2

4" 4"

2"3" 2"

2"

WC-1 WC-1 WC-2 WC-2 WC-2

SHOCK ABSORBER C'

1"1"1"1"

2"

1-1/2"FLOOR

WC-1

UR-2

WC-1 WC-2 WC-2

UR-2 UR-1

WC-2

SHOCK ABSORBER 'B'

3/4" 3/4" 1"

3/4" 1"1"1"

1-1/2"

1-1/2" 1-1/2"FLOOR

1" 1" 1"

WC-2 WC-2 WC-2

2"2"

EXT'G 2 STORY

MODULAR OFFICE

NO WORK IN THIS AREA

NEW MENS

RESTROOM

202A

NEW

HAC

NEW DW /

STERILIZATION

NEW MENS

RESTROOM

202B

JAN.

CLT.

202C

NEW WOMENS

RESTROOM

EF-1 EF-2

FCU-1

(ON PLATFORM

ABOVE CEILING)EF-3 EF-4

S1 50

S2 170

14/14

S2 170

S2 140

S2 140

S2 130

10/1010/10

/14

10/10

(E) EXHAUST DUCT

UP THRU ROOF

10"Ø 10"Ø

8"Ø 8"Ø

8"Ø

8"Ø

8"Ø

6"Ø

HP-1

(ON ROOF)

R1 - R1 -

12"Ø

10"Ø 10"Ø

12"Ø

EF-5

6"Ø

UNDERCUT DOOR

1/2" FOR AIRFLOW

WH

EXISTING WOMENS

TOILET RM

EXISTING

HAC

EXISTING MENS

TOILET RM

(E) EXHAUST DUCT UP

THRU ROOF TO REMAIN

REMOVE EXISTING ROUND

SUPPLY DUCT AND ALL HANGERS

(E) SUPPLY DUCT

DROP FROM RTU-15

CAP OPENING IN

SUPPLY DUCT

(E) SUPPLY PLENUM

SHALL REMAIN

REMOVE EXISTING

ROUND SUPPLY DUCT

REMOVE EXISTING

AIR DEVICES AND

DUCTWORK

REMOVE EXISTING

AIR DEVICES AND

DUCTWORK

REMOVE EXISTING

ROUND SUPPLY DUCT

MECHANICAL PLAN

LB SR

M101

NEW WORK GENERAL NOTES

1. REFERENCE PHASING PLAN ON AD101.

SYMBOLS LEGEND

MECHANICAL KEYNOTES

1. CONNECT NEW 10/10 SUPPLY DUCT TO EXISTING SUPPLY PLENUM, BALANCE FOR 400 CFM.

2. 10"Ø OUTSIDE AIR DUCT UP THROUGH ROOF WITH RAIN CAP, BALANCE FOR 250 CFM.

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT Architect:

STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/08/2019Revisions: Date:

Atriax, PLLC 102 3rd Avenue, NE Hickory, NC 28601 828.315.9962 atriaxgroup.com

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION

DOCUMENTS

FINAL CONSTRUCTION DOCUMENTS

EXISTING TO REMAIN

NEW SUPPLY AIR DIFFUSER

NEW RETURN AIR GRILLE

NEW EXHAUST GRILLE

ROUND FLEXIBLE DUCTWORK

THERMOSTAT (MOUNT 4'-0" ABOVE FLOOR)

VOLUME DAMPER

INDICATES 12" x 8" INS. DIM. NET (1ST FIGURE = SIDE

SHOWN, 2ND FIGURE = SIDE NOT SHOWN)

DIFFUSER OR GRILLE DESIGNATION

T

12/8

TYPE CFM

A 150

DEMOLITION

NEW DUCTWORK

MECHANICAL SCHEDULES

LB SR

M201

Contract Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT Architect:

STAMPENGINEERING CONSULTANT

321 4 5 6 7 8 9 10

COMPLETE RESTROOM DESIGN

Lancaster, TX

VA255-15-D-0010

CMOP

Project Director

03/08/2019Revisions: Date:

Atriax, PLLC 102 3rd Avenue, NE Hickory, NC 28601 828.315.9962 atriaxgroup.com

MEP:

Baird, Hampton & Brown 6300 Ridglea Place, Suite 700 Fort Worth, TX 76116 817.338.1277 bhbinc.com

FINAL CONSTRUCTION

DOCUMENTS

FINAL CONSTRUCTION DOCUMENTS

HVAC GENERAL NOTES:

1. FURNISH AND INSTALL ALL MATERIALS AND LABOR REQUIRED TO PROVIDE COMPLETE AND

OPERABLE HVAC SYSTEMS WITH ALL ITEMS AND APPURTENANCES NECESSARY EVEN

THOUGH NOT SPECIFICALLY IDENTIFIED.

2. ALL WORK AND/OR MATERIALS SHALL BE INSTALLED BY A LICENSED CONTRACTOR AND

SHALL CONFORM TO ALL APPLICABLE NATIONAL AND LOCAL BUILDING AND MECHANICAL

CODES.

3. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA

STANDARDS. INSTALL TURNING VANES IN ALL DUCTWORK ELBOWS.

4. WHERE DUCTWORK IS INDICATED TO BE EXPOSED TO VIEW IN OCCUPIED SPACES, PROVIDE

MATERIALS THAT ARE FREE FROM VISUAL IMPERFECTIONS INCLUDING PITTING, SEAM

MARKS, ROLLER MARKS, AND STAINS AND DISCOLORATIONS, AND OTHER IMPERFECTIONS,

INCLUDING THOSE THAT WOULD IMPAIR PAINTING.

5. ALL INTERIOR DUCTS SHALL BE CONSTRUCTED WITH G-60 OR BETTER GALVANIZED STEEL

(ASTM A 653/A 653M) LFQ, CHEM TREAT.

6. COORDINATE EXACT ROUTING OF ALL WORK WITH ALL OTHER TRADES PRIOR TO

INSTALLATION.

7. MECHANICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL AIR DEVICES WITH

REFLECTED CEILING PLANS, ELECTRICAL LIGHTING AND ALL OTHER DEVICES.

8. ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE INSULATED WITH 2" THICK, 0.75 LB/CF

(MINIMUM) FSK WRAP INSULATION (MINIMUM INSTALLED R-VALUE = R-6).

9. FLEXIBLE DUCTWORK RUNOUTS SHALL BE LIMITED TO 6'-0" EXTENDED LENGTH. FLEXIBLE

DUCTWORK SHALL BE EQUAL TO ATCO #036. FLEXIBLE DUCTS, BOTH SUPPLY AND RETURN,

SHALL HAVE INSULATION WITH A MINIMUM R-VALUE OF 6.0, PER IECC. DUCT SHALL HAVE A

CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH UL APPROVED METALIZED POLYESTER

BARRIER JACKET.

10. INSTALL FLEXIBLE DUCTWORK CONNECTIONS AT ALL DUCT CONNECTIONS TO AC UNITS AND

FANS.

11. ALL DUCT DIMENSIONS SHOWN ARE NET CLEAR INSIDE DIMENSIONS.

12. PROVIDE A NEW TOUCH SCREEN, 7-DAY PROGRAMMABLE THERMOSTAT FOR THE NEW AIR

HANDLING UNIT. MOUNT THERMOSTAT 4'-0" ABOVE FLOOR.

13. DO NOT ROUTE ANY DUCTWORK OVER ELECTRICAL PANELS OR IT SERVERS.

14. THE MECHANICAL CONTRACTOR SHALL TEST AND BALANCE THE HVAC SYSTEM. ALL AIR

DEVICES SHALL BE BALANCED TO +/- 10% OF DESIGN REQUIREMENTS. THE CONTRACTOR

SHALL PROVIDE TWO (2) COPIES OF THE FINAL TAB REPORT TO THE OWNER.

FAN SCHEDULE

FAN NUMBER

SERVICE

TYPE

CFM

EXT. SP. (IN.)

RPM

MAX SONES

MOTOR POWER

DRIVE

VOLTAGE/PHASE

MANUFACTURER

MODEL NUMBER

CONTROL

REMARKS

NOTES:

1. SP INCLUDES GRILLES, DUCTWORK AND DAMPERS.

2. PROVIDE ALL EXHAUST FANS WITH A BACKDRAFT DAMPER.

3. PROVIDE ALL EXHAUST FANS WITH A SOLID STATE SPEED CONTROLLER.

4. INTERLOCK FAN WITH RESPECTIVE ROOM LIGHT SWITCH.

5. PROVIDE WALL MOUNTED ON/OFF SWITCH TO CONTROL FAN - SEE ELECTRICAL.

EF-1,2,3,4

RR EXHAUST

CEILING MOUNTED

0.5"

3.0

DIRECT

120/1

GREENHECK

SP-A410

NOTE 4

NOTES 2,3

121 WATTS

6" M

IN

HEAT PUMP UNIT

ROOF DECK

LAG SCREW WITH NEOPRENE

WASHER, SECURE UNIT TO WOOD

NAILER AT ALL FOUR CORNERS

PRE-MANUFACTURED 18 GA. STEEL

EQUIPMENT RAIL WITH WOOD NAILER AND

GALVANIZED CAP EQUAL TO RPS MODEL ER-2A

WATERPROOF FLASHING BY

ROOFING CONTRACTOR

24"x12" HEAVY DUTY

SIDEWALL RETURN GRILLE,

45° DEFLECTION BLADES

NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES.

2. ALL AIR DEVICES INSTALLED IN GYP BOARD, PLASTER, OR OTHER HARD CEILINGS SHALL HAVE A

SEPARATE MOUNTING FRAME.

OPPOSED BLADE

DAMPER

AIR DEVICE SCHEDULE

TYPE DESCRIPTION FINISH PRICE MODEL NO.

91NOR1 WHITE

ENAMEL

24"x24" SQ. PLAQUE FACE

CEILING DIFFUSER, 8"Ø NECK

WHITE

ENAMEL SPDYESS2

12"x12" SQ. PLAQUE FACE

CEILING DIFFUSER, 6"Ø NECK

WHITE

ENAMEL SPDYESS1

SA

FCU

OA DUCT UP THRU

ROOF WITH RAIN CAP

FLEX CONNECTION

RA PLENUM FULL SIZE

OF UNIT CONNECTION

DRAIN PAN WITH SECONDARY

FLOAT SWITCH TO SHUT DOWN

UNIT IF PAN FILLS WITH WATER

REFRIG. LINES

TO/FROM HP-1

M

MOTORIZED DAMPER TO

CLOSE WHEN UNIT IS OFF

FILTER RACK

MANUAL BALANCE DAMPER

ROUTE CONDENSATE DRAIN

LINE TO MOP SINK

VENTED

P-TRAP

ELECTRIC HEATER

PLYWOOD DECK

ABOVE RESTROOMS

TOTAL COOLING (MBH)

MANUFACTURER

MODEL NUMBER

SUPPLY AIR CFM

OUTSIDE AIR CFM

OUTDOOR UNIT

INDOOR FURNACE / COIL UNIT

VOLTAGE / PHASE

SPLIT SYSTEM SCHEDULE

NOTES:

1. FURNISH UNIT WITH A NEW 7-DAY, TOUCH SCREEN, PROGRAMMABLE THERMOSTAT.

2. PROVIDE AND INSTALL REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS.

3. COOLING CAPACITIES BASED ON 80°DB, 67°WB ENTERING COIL, 105°F AMBIENT.

4. PROVIDE EXPANDED METAL HAILGUARDS FOR OUTDOOR HEAT PUMP UNIT.

MAX. OVERLOAD PROTECTION

MIN. CIRCUIT AMPS

FCU-1

HP-1

MANUFACTURER

MODEL NUMBER

MIN. SEER RATING

SYSTEM NOMINAL TONS

EXT. S.P. (IN. WC.)

VOLTAGE / PHASE

MOTOR HP (ECM)

SENSIBLE COOLING (MBH)

TOTAL COOLING (MBH)

ELECTRIC HEAT INPUT (KW)

MAX. OVERLOAD PROTECTION

MIN. CIRCUIT AMPS

CARRIER

CARRIER

208/1

208/1

0.5"

1/2

26,500

32,900

7.5 KW

15.0

21.6

25HCC536A

58.5

FX4DNB037

33,000

HEAT PUMP CAPACITY AT 17° (MBH) 20,800

RETURN GRILLE ON 2 SIDES

(TYPE R1)

COORDINATE EXACT LOCATION WITH EXISTING

STRUCTURE; RAILS TO SPAN A MINIMUM OF 2 JOISTS

EF-5

HAC 104

CEILING MOUNTED

0.4"

1.5

DIRECT

120/1

GREENHECK

SP-B110

NOTE 5

NOTES 2,3

80 WATTS

EXT'G 2 STORY

MODULAR OFFICE

NO WORK IN THIS AREA

NEW MENS

RESTROOM

202A

NEW

HAC

NEW DW /

STERILIZATION

NEW MENS

RESTROOM

202B

JAN.

CLT.

202C

NEW WOMENS

RESTROOM

EF-1

EF-2 FCU-1

(ON PLATFORM

ABOVE CEILING)EF-3

EF-4

HP-1

(ON ROOF)

1 1

(E)PANEL LFR

LFR-7

LFR-9

LFR-6

LFR-3LFR-8

LFR-4

(ON) LFR-15

(ON) LFR-15

CP-1

WH-1

LFR-11,13

WITH #10

(ON) LFR-2

(ON) LFR-2

60/2/35/3R

LFR-10,12

WITH 2#10 &

1#10G., 3/4"C

60/2

EF-5

(O…