36C24219B0009-002.pdf

SHEET NUMBER SHEET NAME

GENERAL

G001 COVER SHEET & DRAWING INDEX

G101 CODE INFORMATION

ARCHITECTURE

A001 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

A101 OVERALL BUILDING PLANS

A301 DEMOLITION & NEW FLOOR PLANS

A501 REFLECTED CEILING PLANS & INTERIOR

ELEVATIONS

A502 ARCHITECTURAL DETAILS

INFECTION CONTROL

ICRA1 INFECTION CONTROL PLAN

MECHANICAL

M001 MECHANICAL ABBREVIATIONS AND SYMBOLS

MD101 PIPING DEMOLITION PLAN (BID ALTERNATE 1)

MD102 PIPING DEMOLITION PLAN (BID ALTERNATE 2)

M101 MECHANICAL PIPING PLAN (BID ALTERNATE 1)

M102 MECHANICAL PIPING PLAN (BID ALTERNATE 2)

M103 MECHANICAL DUCTWORK PLAN

M501 MECHANICAL DETAILS - 1 OF 3

M502 MECHANICAL DETAILS - 2 OF 3

M503 MECHANICAL DETAILS - 3 OF 3

M601 MECHANICAL SCHEDULES AND SCHEMATIC

M602 MECHANICAL CONTROLS

SHEET NUMBER SHEET NAME

ELECTRICAL

E001 ELECTRICAL ABBREVIATIONS AND SYMBOLS

ED101 ELECTRICAL DEMOLITION PLAN

E101 ELECTRICAL LIGHTING PLAN

E102 ELECTRICAL POWER AND DATA PLAN

E103 EQUIPMENT ELECTRICAL PLAN

E501 ELECTRICAL DETAILS AND SCHEDULES

PLUMBING

P001 PLUMBING ABBREVIATIONS AND SYMBOLS

PD101 PLUMBING DEMOLITION PLAN

P101 PLUMBING PLAN

P501 PLUMBING DETAILS

FIRE ALARM

FA101 FIRE ALARM PLAN

FIRE PROTECTION

FP101 FIRE PROTECTION PLAN

Lyons VAMC

Cover Sheet & Drawing Index

G001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering 1112 State Route 434 Owego, NY 13827 Phone: (607) 223-4334 Fax: (607) 223-4559

ARCHITECT:

Robertson Strong Apgar Architects 1054 James Street Syracuse, NY 13203

(315) 472-7761 Lyons VAMC, Lyons, NJ

561A4-CSI-139

Revisions: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

100% DESIGN Digital R&F Room

EMW JAH12/19/2018

REVISION 1 12/19/20181

12/19/2018

AutoCAD SHX Text

DRAWING INDEX

AutoCAD SHX Text

DIGITAL R&F ROOM

AutoCAD SHX Text DEPARTMENT OF VETERANS AFFAIRS PROJECT NO. 561-A4-CSI-139 BUILDING #1 LYONS VA, LYONS, NEW JERSEY

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

SITE LOCATION

AutoCAD SHX Text K113

CODE INFORMATION

G101

HVAC CODE ANALYSIS

1. RADIATORS AND FIN-TUBE CONVECTORS SHALL NOT BE USED IN PATIENT CARE AREAS. EXISTING STEAM RADIATORS IN NON-PATIENT CARE AREAS SHALL BE RETROFITTED WITH

MODULATING CONTROLS USING A SINGLE SPACE TEMPERATURE SENSOR FOR HEATING AND COOLING TO ENSURE THAT HEATING AND COOLING OPERATE IN SEQUENCE AND NEVER

SIMULTANEOUSLY.

2. ALL NEW CONTROL DEVICES SHALL BE EQUIPPED WITH ELECTRIC ACTUATORS. FOR RENOVATION OF AN EXISTING FACILITY, WHERE AN UPDATED CONTROL SYSTEM IS BEING

INSTALLED, REPLACE PNEUMATIC WITH ELECTRIC ACTUATORS.

3. WHERE CONNECTIONS ARE MADE BETWEEN NEW AND EXISTING DUCTWORK, THE EXISTING DUCTWORK SHALL BE PRESSURE TESTED AND RESEALED AS NECESSARY, THOROUGHLY CLEANED, AND SANITIZED BY WIPING DOWN THE INTERIOR WITH RUBBING ALCOHOL TO AVOID THE POSSIBILITY OF CONTAMINATION.

4. DEMOLITION WORK SHALL BE CLEARLY DOCUMENTED WITH POINTS OF DISCONNECTIONS AND CONNECTIONS CLEARLY SHOWN.

5. THE CAPACITY OF A SINGLE AIR-HANDLING UNIT SHALL NOT EXCEED 50,000 CFM [23,600 L/S].

6. AIR HANDLING UNITS SHALL BE AHRI CERTIFIED (EITHER INDEPENDENTLY OR IN-HOUSE, DEPENDENT ON FAN SYSTEM SELECTION), FACTORY-FABRICATED, AND THE STANDARD

PRODUCT OF ONE MANUFACTURER.

7. EACH AIR-HANDLING UNIT SHALL BE INSTALLED AS A STANDALONE ENTITY WITHOUT ANY PHYSICAL INTERFACE WITH ANOTHER AIR-HANDLING UNIT.

8. ALL SUPPLY, RETURN, EXHAUST, RELIEF, AND OUTDOOR AIR DUCT SYSTEMS SHALL BE FULLY DUCTED BETWEEN THE FAN INTAKE AND DISCHARGE AND AIR OUTLETS AND INLETS. USE

OF THE SPACE BETWEEN THE STRUCTURAL CEILING AND SUSPENDED CEILING IS NOT PERMITTED AS AN AIR PLENUM FOR AIR DISTRIBUTION AND/OR COLLECTION.

9. WHERE ROOM AIR CAN BE RETURNED BACK TO THE SYSTEM, PROVIDE A DEDICATED RETURN OR RELIEF AIR FAN FOR EACH AIR-HANDLING UNIT TO FACILITATE ROOM-BY-ROOM AIR

BALANCE, ECONOMIZER CYCLE, AND INTENDED VOLUMETRIC AIR BALANCE. PROVIDE A DIRECT DIGITAL CONTROL (DDC) INTERLOCK BETWEEN THE SUPPLY AND RETURN OR RELIEF AIR

FANS.

10. THE AHU CASING SHALL BE SOLID DOUBLE-WALL WITHOUT PERFORATIONS.

11. EACH AIR HANDLING UNIT SHALL BE PROVIDED WITH TWO PRE-FILTER SECTIONS. PRE-FILTERS SHALL BE LOCATED UPSTREAM OF THE COIL SECTIONS. FILTER FACE VELOCITY SHALL

NOT EXCEED 500 FPM [3 M/S]. AFTER-FILTERS AND FINAL-FILTERS (TERMINAL FILTER) SHALL BE PROVIDED AS SHOWN IN CHAPTER 6 AND ROOM DATA SHEETS.

12. VAV SYSTEMS SHALL BE USED UNLESS DETERMINED INFEASIBLE.

13. ALL TERMINAL UNITS SHALL BE PRESSURE-INDEPENDENT TYPE AND EQUIPPED WITH DDC CONTROLS.

14. ALL AIR TERMINAL UNITS (CONSTANT VOLUME OR VARIABLE AIR VOLUME) SERVING PERIMETER OR INTERIOR SPACES SHALL BE EQUIPPED WITH INTEGRAL REHEAT COILS.

15. FOR AIR TERMINAL UNITS, MINIMUM HOT WATER FLOW SHALL NOT BE LOWER THAN 0.5 GPM [0.03 L/S]

16. AIR DISTRIBUTION SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH APPLICABLE ASHRAE AND SMACNA STANDARDS

17. ALL DUCTWORK AND DUCTWORK APPURTENANCE AND EQUIPMENT DOWNSTREAM OF THE HEPA FILTERS FOR SURGERY AND PHARMACY APPLICATIONS SHALL BE STAINLESS STEEL

18. ALL DUCTWORK, WITHOUT EXCEPTION, SHALL BE SHOWN IN DOUBLE LINES ON ALL FLOOR PLANS AND CROSS-SECTIONS.

19. MINIMUM SIZE OF RECTANGULAR DUCTS IS 8 IN X 6 IN [200 MM X 150 MM]

20. MINIMUM SIZE OF ROUND DUCTS IS 6 IN [150 MM]

21. UNLESS OTHERWISE INDICATED IN THE ROOM DATA SHEETS THE MINIMUM TEMPERATURE SHALL BE DURING THE HEATING SEASON AND THE MAXIMUM TEMPERATURE SHALL BE

DURING THE COOLING SEASON. THE RANGE SHALL BE BETWEEN 70 F [21 C] AND 75 F [24 C]. THE TOLERANCE SHALL NOT EXCEED +/- 1.0 F [+/- 0.6 C]. THE COOLING SET POINT SHALL BE

75 F [24 C]. THE HEATING SET POINT SHALL BE 70 F [21 C].

ELECTRICAL CODE ANALYSIS

1. ALL CONDUCTORS, ALL TRANSFORMER WINDINGS, AND ALL BUSSING IN ELECTRICAL POWER DISTRIBUTION SYSTEM COMPONENTS SHALL BE COPPER.

2. MOTORS RATED 1/2 HP AND HIGHER SHALL BE 3-PHASE. DESIGN AND SPECIFICATIONS SHALL BE BASED UPON 200V (VOLT) MOTORS FOR 208V SYSTEMS AND 460V MOTORS FOR 480V

SYSTEMS.

3. PROVIDE DETAILED SCHEDULES FOR SWITCHGEAR, SWITCHBOARDS, PANELBOARDS, AND MOTOR CONTROL CENTERS ON THE DRAWINGS. AT A MINIMUM, THE SCHEDULES SHALL

INDICATE EQUIPMENT RATINGS, ENCLOSURE TYPE, LOAD DESCRIPTIONS, INTERRUPTING RATINGS, BREAKER/STARTER SIZES, AND CONNECTED AND DEMAND LOADS IN KVA BY PHASE

4. PREPARE AND SUBMIT LOAD CALCULATIONS THAT JUSTIFY THE SIZE OF EACH BRANCH CIRCUIT AND FEEDER, OVERCURRENT PROTECTIVE DEVICE, TRANSFORMER, AND EQUIPMENT

BUS (PANELBOARD, SWITCHBOARD, SWITCHGEAR, AUTOMATIC TRANSFER SWITCH, ETC.). CALCULATIONS SHALL BE PERFORMED AT ALL VOLTAGE LEVELS.

5. CONTRACT DRAWINGS SHALL SHOW THE DETAIL METHODS OF ANCHORING ELECTRICAL EQUIPMENT. DRAWINGS SHALL INCLUDE THE SIZE, NUMBER, AND TYPE OF ANCHORS AND

FASTENERS TO BE USED TO SECURE THE EQUIPMENT AGAINST THE SEISMIC FORCES AND TO MEET CODES. CALCULATIONS FOR EQUIPMENT ANCHORING SHALL BE PERFORMED BY A

REGISTERED STRUCTURAL ENGINEER.

6. FOR RENOVATION PROJECTS, SEPARATE DEMOLITION DRAWINGS ARE REQUIRED FOR ALL AREAS INVOLVED IN THE PROJECT. SPECIFIC DETAILING OF INTERFACES BETWEEN RENOVATED AND EXISTING-TO-REMAIN CONDITIONS SHALL BE CLEARLY INDICATED ON THE DRAWINGS.

7. CONDUIT AND BOXES SHALL BE REMOVED FROM EXISTING WALLS THAT ARE TO BE DEMOLISHED.

8. CONDUIT AND BOXES IN EXISTING WALLS THAT ARE TO REMAIN SHALL BE ABANDONED IN PLACE (IF NOT REUSED) AND THE BOXES SHALL BE PROVIDED WITH BLANK COVERS.

9. CONDUIT NOT INTENDED FOR REUSE IN EXISTING OR NEW CEILINGS SHALL BE REMOVED BACK TO THE POWER, TELECOMMUNICATIONS, OR SIGNAL SYSTEM SOURCE FROM WHICH IT

ORIGINATES.

10. CONDUIT RUN IN THE EXISTING CONCRETE SLAB SHALL BE SAW-CUT OFF AS IT ENTERS THE SLAB, AND THEN SEALED TO PREVENT MOISTURE ACCESS.

11. ALL ABANDONED CONDUCTORS OR CONDUCTORS NOT DEEMED REUSABLE SHALL BE REMOVED BACK TO THE NEAREST JUNCTION BOX. WHERE THE ENTIRE CIRCUIT IS TO BE REMOVED, THE CONDUCTORS SHALL BE REMOVED BACK TO THE POWER, TELECOMMUNICATIONS, OR SIGNAL SYSTEM SOURCE FROM WHICH THEY ORIGINATE.

12. NEW CONDUCTORS SHALL NOT BE INSTALLED IN EXISTING CONDUIT WITH EXISTING CONDUCTORS.

13. REMOVE DEVICES THAT ARE NOT TO BE RE-USED. WIRING IS TO BE REMOVED IN ITS ENTIRETY. BOXES SHALL BE BLANKED.

14. EXISTING RECEPTACLES AND SWITCHES IN GOOD OPERATING CONDITION, LOCATED AT ACCEPTABLE PLACES, MAY BE REUSED. NON-HOSPITAL GRADE RECEPTACLES SHALL BE

REPLACED IN ALL-PATIENT AREAS WITH HOSPITAL GRADE RECEPTACLES.

15. EXISTING GFCI RECEPTACLES SHALL BE REPLACED WITH NEW GFCI RECEPTACLES WITH SELF-TEST FEATURE

16. LIGHTING FIXTURES THAT CANNOT BE REUSED SHALL BE REMOVED, INCLUDING THEIR ASSOCIATED WIRING TO CEILING-MOUNTED JUNCTION BOXES.

17. PANELBOARDS SHALL BE INSTALLED IN NEW OR EXISTING ELECTRICAL ROOMS AND CLOSETS. CORRIDOR-MOUNTED PANELBOARDS SHALL NOT BE INSTALLED WITHOUT SPECIFIC

APPROVAL FROM VA. REFER TO OTHER SECTIONS OF THIS MANUAL FOR REQUIREMENTS.

18. SERVICES PASSING THROUGH AREAS OF REMODELING SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.

19. CIRCUITS SERVING AREAS ADJACENT TO THE CONSTRUCTION AREA THAT ARE MODIFIED AS PART OF A REMODELING PROJECT, SHALL BE RE-CIRCUITED AS PART OF THE PROJECT.

20. EQUIPMENT INSTALLED SHALL BE COMPATIBLE WITH EXISTING COMPONENTS AND SYSTEMS TO WHICH IT INTERFACES.

21. ELECTRICAL SEQUENCE OF PHASING AND FREQUENCY FOR 3-PHASE SYSTEM SHALL BE COMPATIBLE WITH EXISTING ELECTRICAL POWER DISTRIBUTION SYSTEM.

22. INSTALL ALL WIRING IN RACEWAYS. OPEN WIRING IS PROHIBITED.

23. THE GROUNDING SYSTEM SHALL BE SHOWN COMPLETE ON THE ONE-LINE DIAGRAM WITH ALL COMPONENTS AND DESCRIPTIONS FROM THE MEDIUM- OR LOW-VOLTAGE SERVICE TO THE

LOW-VOLTAGE PANELS, AS APPLICABLE FOR EACH PROJECT. THE GROUNDING SYSTEM SHALL BE SHOWN COMPLETE ON THE ONE-LINE DIAGRAM FOR THE NORMAL, STANDBY, AND/OR ESSENTIAL ELECTRICAL SYSTEMS, INCLUDING BUT NOT LIMITED TO GENERATORS, AUTOMATIC TRANSFER SWITCHES, ELECTRICAL EQUIPMENT, ETC.

24. NO MORE THAN SIX RECEPTACLES SHALL BE INSTALLED ON A SINGLE BRANCH CIRCUIT FOR GENERAL USE.

25. GFCI RECEPTACLES SHALL HAVE SELF-TEST FEATURE.

26. PROVIDE GFCI RECEPTACLES AT ALL LOCATIONS REQUIRED BY NFPA 70 AND 99. GFCI RECEPTACLES SHALL NOT SERVE OTHER RECEPTACLES FROM THEIR LOAD SIDE TERMINALS.

27. IN ELECTRICAL CLOSETS, PROVIDE A RECEPTACLE WITH ITS CENTERLINE LOCATED 40 IN [1000 MM] ABOVE THE FINISHED FLOOR ADJACENT TO THE ROOM DOOR.

28. PROVIDE PANELBOARDS WITH 30% SPACE FOR ADDITIONAL CIRCUIT BREAKERS.

DESIGN NARRATIVE/DESCRIPTION OF WORK

THE PROPOSED DESIGN SHALL MODIFY AN EXISTING SPACE WITHIN BLDG. 1, FIRST FLOOR RADIOLOGY SUITE AT THE LYONS CAMPUS FOR THE PURPOSE OF PROVIDING ALL RADIATION SHIELDING, ELECTRICAL SERVICES, ARCHITECTURAL FINISHES AND HVAC SYSTEMS TO SUPPORT THE INSTALLATION OF NEW VA PURCHASED DIGITAL R& F EQUIPMENT.

DEMOLITION ACTIVITIES SHALL INCLUDE AN EXISTING VACANT X-RAY ROOM, ADJOINING KITCHENETTE SPACE, AND SELECTIVE DEMOLITION WITHIN THE CEILING OF THE EXISTING CT SCANNING ROOM AND CT CONTROL ROOM TO ACCOMODATE NEW HVAC DUCTWORK AND EQUIPMENT.

A COMPLETE RENOVATION OF THE EXISTING VACANT X-RAY ROOM SHALL FOLLOW THE REQUIREMENTS FOR A NEW RADIOGRAPHIC/FLOUROSCOPIC ROOM (XDRF1) AS SET FORTH IN THE VA RADIOLOGY SERVICE DESIGN GUIDE DATED APRIL 2008. RENOVATIONS TO THE ADJACENT CT AREA SHALL BE LIMITED TO HVAC ONLY AND FOLLOW REQUIREMENTS SET FORTH FOR A CT SCANNING ROOM (XCTS1) AND CT CONTROL ROOM (XCTC1). ALL HVAC REQUIREMENTS SHALL FOLLOW REQUIREMENTS SET FORTH IN THE VA HVAC DESIGN

MANUAL DATED SEPTEMBER 2017.

THE ARCHITECTURAL LAYOUT OF THE NEW R&F ROOM SHALL ACCOMMODATE ALL VA PROVIDED EQUIPMENT AND NECESSARY CLEARANCES AS SHOWN ON THE DRAWINGS.

RADIOLOGIC SHIELDING SHALL BE PROVIDED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS AS DETERMINED BY THE VA PHYSICIST, TO INCLUDE ANY WALL OR CEILING PENETRATIONS. THE FINISHES SHALL MATCH THE EXISTING CT AREA AND FOLLOW WHAT IS GIVEN ON ARCHITECTURAL FINISH SCHEDULE.

CODE ANALYSIS

STATE: NEW JERSEY

COUNTY: SOMERSET

GOVERNMENT PROPERTY: DEPARTMENT OF VETERANS AFFAIRS

LOCAL JURISDICTION: LYONS VAMC

YEAR AND CODE IN EFFECT BY DISCIPLINE:

· PG-18-12 RADIOLOGY SERVICE DESIGN GUIDE, APRIL 2008

· VA HVAC DESIGN MANUAL, NOVEMBER 1, 2016

· VA PLUMBING DESIGN MANUAL, NOVEMBER 2014

· VA ARCHITECTURAL DESIGN MANUAL, AUGUST 1, 2014

· VA ELECTRICAL DESIGN MANUAL, DECEMBER 2015

· VA SEISMIC DESIGN REQUIREMENTS, OCTOBER 1 2016

· INTERNATIONAL BUILDING CODE (IBC), 2015

· INTERNATIONAL MECHANICAL CODE, 2015

· NFPA 70, NATIONAL ELECTRICAL CODE, 2017

· ASCE-7, MINIMUM DESIGN LOADS FOR BUIDLINGS AND OTHER STRUCTURES, 2016

SITE ZONING: NA

SEISMIC ANALYSIS PER IBC

· OCCUPANCY CLASSIFICATION: I-2 INSTITUTIONAL

· RISK CATEGORY: IV

· SITE CLASS D PER IBC 1613.3.2 (ASSUMED)

· SPECTRAL RESPONSE ACCELERATION (LYONS VAMC)

o SS = 0.253 o S1 = 0.069 o SEISMICITY: MODERATE-LOW

· Fa = 1.6

· Fv = 2.4

· SMS = Fa * Ss = 0.404 (MAX CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS FOR SHORT PERIOD PER USGS REPORT)

· SM1 = Fv * S1 = 0.166 (MAX CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS FOR 1-SECOND PERIOD PER USGS REPORT)

· SDS = (2/3) SMS = 0.269

· SD1 = (2/3) SM1 = 0.111

· SEISMIC DESIGN CATEGORY: C (TABLE 1613.3.5, IBC 2015)

· COMPONENT IMPORTANCE FACTOR (PER ASCE-7 13.1.3): 1.5

· NON-STRUCTURAL COMPONENTS OF RISK CATEGORY IV BUILDINGS SHALL BE DESIGNED ACCORDING TO THE REQUIREMENTS OF ASCE-7, MINIMUM DESIGN LOADS FOR

BUILDINGS AND OTHER STRUCTURES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

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/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering 1112 State Route 434 Owego, NY 13827 Phone: (607) 223-4334 Fax: (607) 223-4559

ARCHITECT:

Robertson Strong Apgar Architects 1054 James Street Syracuse, NY 13203

(315) 472-7761 Lyons VAMC, Lyons, NJ

561A4-CSI-139

Revisions: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

100% DESIGN Digital R&F Room

EMW JAH12/19/2018

REVISION 1 12/19/20181

GENERAL NOTES:

1. THE GENERAL NOTES ON THIS SHEET APPLY TO ALL THE DRAWING DISCIPLINES.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL ASPECTS OF THE DESIGN, TO INCLUDE THE WORK OF SUB-TRADES, PRIOR TO SUBMITTING A BID.

3. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, ALTHOUGH NO ATTEMPT WAS MADE TO SHOW EVERY OFFSET, FITTING, BEAM, PIPE SUPPORT, CLEARANCE, ETC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SURVEY ALL WORK AREAS AND SUBMIT FINAL, DETAILED COORDINATED SHOP DRAWINGS FOR REVIEW BY THE DESIGNER OF RECORD TO ENSURE THAT THE DESIGN INTENT WILL BE MET AND THAT ALL TRADES ARE PROPERLY COORDINATED. CHANGES REQUIRED TO FIT EQUIPMENT, PIPING, AND DUCTWORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. ANY MAJOR DISCREPANCIES SHALL BE CLARIFIED PRIOR TO

SUBMITTAL OF BID.

4. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, TRANSITIONS, FITTINGS, CLEARANCES, POSSIBLES CLASHES, AND ACCESSORIES THAT MAY BE REQUIRED. COORDINATE ALL THE WORK OF ALL THE TRADES TO INSURE ALL DUCTS, PIPES, CONDUITS, ETC. DO NOT CONFLICT AND CLEAR STRUCTURAL AND ARCHITECTURAL MEMBERS. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING COORDINATED SHOP DRAWINGS FOR REVIEW PRIOR TO

STARTING INSTALLATION.

5. CONTRACTOR SHALL VISIT THE SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO SUBMITTING BID. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR

TO SUBMITTAL OF BID.

6. IF A JOB REQUIRES TYING INTO ANY EXISTING MECHANICAL SYSTEM, THE CONTRACTOR SHALL CONDUCT NECESSARY PRE TEST, ADJUST, AND BALANCING (TAB) ACTIVITIES TO VERIFY BASELINE SOURCE CAPACITY FROM THE FACILITY, UNLESS THE OWNER CAN PROVIDE SUFFICIENT FACILITY MECHANICAL TREND LOGS TO ESTABLISH THAT SUFFICIENT SOURCE CAPACITY EXISTS. UPON DETERMINING INSUFFICIENT SOURCE CAPACITY, THE CONTRACTOR SHALL IMMEDIATELY REPORT FINDINGS TO THE OWNER AND ENGINEER FOR RECORD FOR ADDITIONAL GUIDANCE BEFORE PROCEEDING.

7. IF A JOB REQUIRES TYING INTO ANY EXISTING ELECTRICAL SYSTEM, THE CONTRACTOR SHALL CONDUCT NECESSARY VERIFICATION TO DETERMINE THAT SUFFICIENT ELECTRICAL SOURCE CAPACITY EXISTS FROM THE NEAREST FEED IMMEDIATLEY UPSTREAM OF THE CONNECTION POINT, UNLESS THE OWNER CAN PROVIDE SUFFICIENT FACILITY ELECTRICAL TREND LOGS TO ESTABLISH THAT SUFFICIENT SOURCE CAPACITY EXISTS.

8. THE WORK INCLUDES ALL ITEMS OF THE SPECIFICATIONS THAT ARE EITHER WRITTEN ON THE DRAWINGS OR SEPARATELY IN A SPECIFICATIONS BOOK.

9. WHERE THERE IS A CONFLICT ON THE PLANS, SPECIFICATIONS, NOTES, GENERAL NOTES, REFERENCES, PUBLICATIONS, CODES, ETC. WITH RESPECT TO CONSTRUCTION, MATERIALS, PRODUCTS, METHODS, WORKMANSHIP, PROCEDURE, EXECUTION, ETC. THE MOST STRINGENT SHALL BE UTILIZED OR INSTALLED. THE MOST STRINGENT SHALL BE DEFINED AS THE SPECIFICATION OR REQUIREMENT THAT ALLOWS ALL SPECIFICATIONS OR REQUIREMENTS THAT ARE IN CONFLICT TO BE SATISFIED. NO RELIEF OR EXTRA PAYMENT SHALL BE MADE TO THE CONTRACTOR BECAUSE OF THIS INTERPRETATION.

10. CONTRACTOR SHALL NOT BEGIN FABRICATION, CUT ANY MEMBERS, OR BEGIN INSTALLATION UNTIL THE SUBMITTALS AND COORDINATED SHOP DRAWINGS HAVE BEEN APPROVED. ANY WORK CONSTRUCTED OR INSTALLED PRIOR TO THE APPROVAL OF SUBMITTALS AND COORDINATED SHOP DRAWINGS SHALL BE AT THE CONTRACTOR'S RISK AND SHALL BE REMOVED AND REINSTALLED OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE AT THE REQUEST OF THE OWNER'S

REPRESENTATIVE TO THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

11. ALL WORK SHALL BE DONE WITH COMPLETE COMPLIANCE WITH THE PUBLISHED EDITIONS OF THE APPLICABLE CODES AND STANDARDS WHETHER STATUTORY OR NOT.

ALL WORK SHALL BE INSTALLED TO COMPLY WITH THE INTERNATIONAL BUILDING MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE CODES, NATIONAL ELECTRICAL CODE, UNDERWRITER'S LABORATORY, INC., AMERICAN NATIONAL STANDARD INSTITUTE, INC., NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION, BASIC ELECTRICAL REGULATIONS, AND CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). IF ANY PART OF THE INSTALLATION DOES NOT MEET CODE, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION. IF ANY PART OF THE PROJECT CANNOT BE INSTALLED TO CONFORM WITH THE PLANS AND/OR SPECIFICATIONS, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION.

12. UNLESS STATED OTHERWISE, ALL EXISTING MATERIAL AND EQUIPMENT SHALL REMAIN THE PROPERTY OF THE PROJECT OWNER.

13. THE CONTRACTOR SHALL DEVELOP AND PRESENT A CONSTRUCTION PLAN AND WORK SCHEDULE WITH ALL PHASING, STAGING, AND SEQUENCING OF WORK FOR APPROVAL PRIOR TO THE COMMENCEMENT AND BEGINNING IMPLEMENTATION OF HIS WORK. THE CONTRACTOR SHALL DETERMINE PRIOR TO SUBMITTING HIS WORK SCHEDULE, THE SPECIFIC TIME AVAILABILITY OF ALL AREAS AND SPACES AND DETERMINE WHAT WORK MUST BE DONE DURING "OFF HOURS".

14. WITH THE EXCEPTION OF SIGNIFICANT NOISE GENERATING ACTIVITIES SUCH AS CORE DRILLING, ETC., WORK OUTSIDE OF THE OCCUPIED SPACES, SUCH AS ON THE

ROOF, ETC., MAY BE PERFORMED DURING NORMAL WORKING HOURS.

15. UNLESS SPECIFICALLY NOTED AS EXISTING, ALL ITEMS, EQUIPMENT, AND WORK SHOWN IS NEW AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

16. DURING THE EXECUTION OF THIS CONTRACT, THE SITE AND BUILDINGS WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER INSOFAR AS POSSIBLE. ALL WORK SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND IS SUBJECT TO

THEIR CONTINUOUS APPROVAL.

17. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ALL CHARACTERISTICS OF THE EQUIPMENT THAT HE INTENDS TO INSTALL AND MUST FOLLOW MANUFACTURER RECOMMENDATIONS FOR PROPER INSTALLATION. IF THERE ARE ANY DIFFERENCES IN THE EQUIPMENT SHOWN ON THE DESIGN DRAWINGS AND THE EQUIPMENT TO BE INSTALLED, THE CONTRACTOR SHALL MAKE ALL CHANGES AND ADJUSTMENTS TO ACCOMMODATE THE PROPOSED EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. THIS APPLIES TO ALL SUPPORT SERVICES AND FACILITIES NECESSARY TO PROPERLY INSTALL THE EQUIPMENT TO FUNCTION ADEQUATELY AS PART OF THE SYSTEMS FOR WHICH THEY WERE DESIGNED AND SELECTED. THESE CHARACTERISTICS INCLUDE SUCH THINGS AS WEIGHT, CLEARANCE, DIMENSIONS, ELECTRICAL, MECHANICAL, PLUMBING, AND UTILITY SERVICES, ETC. ACCOMMODATING SERVICES INCLUDE SUCH THINGS AS DIMENSIONS, LOCATIONS, AND SIZES OF SUPPORTING MEMBERS, PIPE, CONNECTION SIZES, ELECTRICAL SERVICE SIZE AND PROTECTION, ELECTRICAL CONNECTION LOCATION, UTILITY AND PLUMBING CONNECTION SIZES AND LOCATIONS, ETC. ALL REQUIRED CHANGES TO THE CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE DESIGNED AND STAMPED BY REGISTERED ENGINEERS IN THE APPROPRIATE DISCIPLINE EMPLOYED BY THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE EQUIPMENT SUBMITTALS. ALL CHANGES SHALL BE

SUBJECT TO THE APPROVAL OF THE PROJECT A/E AND THE OWNER'S REPRESENTATIVE.

18. BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SURVEY THE EXISTING BUILDING AREA TO BE MODIFIED AND/OR REPLACED TO ACCURATELY DOCUMENT EXISTING CONDITIONS. THIS SURVEY WILL BE USED BY THE OWNER'S REPRESENTATIVE AT JOB COMPLETION TO DETERMINE WHICH BUILDING/SITE COMPONENTS MUST BE REPLACED WITH NEW.

19. UNLESS STATED OTHERWISE, REQUEST APPROVAL FROM THE OWNER'S REPRESENTATIVE SEVEN DAYS IN ADVANCE FOR THE SHUTDOWN OF ANY EXISTING SYSTEM.

20. UNLESS STATED OTHERWISE, FINAL ADVANCE NOTICE OF 48 HOURS SHALL BE GIVEN TO THE OWNER'S REPRESENTATIVE PRIOR TO THE PROPOSED SHUTDOWN OF

ANY SYSTEM.

21. THE CLOSING AND OPENING OF VALVES SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE; NOTIFY LOCAL AUTHORITIES AS REQUIRED.

22. PROVIDE ADEQUATE FIRE PROTECTION IN THE ENTIRE CONSTRUCTION AREA FOR THE DURATION OF THE CONSTRUCTION PERIOD.

23. THE ENTIRE EXISTING FIRE PROTECTION SYSTEM SHALL BE RESTORED TO FULL OPERATION AT THE END OF EACH WORKING DAY. ALL EXISTING FIRE ALARMS AND FIRE EXITS AND ANY OTHER ASPECT OF THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN IN FULL OPERATION. THE COST OF RESPONSE TO ANY FALSE ALARM AS

CHARGED BY ANY LOCAL FIRE DEPARTMENT SHALL BE PAID BY THE CONTRACTOR.

24. CONTRACTOR SHALL NOT PENETRATE OR CUT ANY STRUCTURAL MEMBERS NOT SPECIFICALLY SHOWN ON THE DRAWINGS (E.G., JOISTS, BEAMS, ETC.). IF STRUCTURAL MEMBERS CONFLICT WITH ROUTING, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING. EXERCISE CAUTION IN CUTTING CONCRETE FLOORS AND WALLS TO AVOID EXISTING UTILITIES WHICH MAY BE LOCATED IN AND UNDER CONCRETE SURFACES.

25. THE CONTRACTOR SHALL PROVIDE NEW OPENINGS IN WALLS, FLOOR, AND ROOF, AND PATCH EXISTING OPENINGS IN CONJUNCTION WITH THE DEMOLITION AND INSTALLATION OF THE NEW BUILDING COMPONENTS, INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, AND GENERAL CONTRACTOR'S ITEMS. ALL NECESSARY FRAMING, COUNTER-FLASHING, ETC. SHALL BE INCLUDED.

26. FOR ALL FLOOR, WALL, AND ROOF PENETRATION, VERIFY THE LOCATION OF THE EXISTING STRUCTURAL MEMBERS PRIOR TO DRILLING AND CUTTING, RELOCATE

OPENINGS AS REQUIRED AND OFFSET DUCTS, PIPES, CONDUIT, ETC.

27. ALL EXISTING DUCTWORK, PIPING, CONDUIT, AND MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT NOT TO BE REUSED OR REMAIN IN SERVICE SHALL BE REMOVED FROM THE FACILITY. THE OWNER'S REPRESENTATIVE HAS THE OPTION TO RECLAIM ANY DEMOLISHED MATERIALS OR EQUIPMENT, IN WHICH CASE IT SHALL

BE DELIVERED TO THE LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE.

28. FOR EACH PHASE AND BEFORE INTERRUPTING EACH EXISTING UTILITY, DETERMINE, IN ADVANCE, IF ANY DOWNSTREAM SERVICE BEYOND THE CONSTRUCTION AREA OF THE PHASE, WILL BE INTERRUPTED AND PROVIDE A TEMPORARY SERVICE BYPASSING THE CONSTRUCTION AREA. DETERMINE ALL SUCH TEMPORARY SERVICES PRIOR TO SUBMITTING BID. THERE WILL BE NO FUTURE CONSIDERATION TO THE CONTRACTOR FOR ANY TEMPORARY SERVICES REQUIRED. PREPARE A DETAILED SHOP DRAWING SHOWING ALL OF THE EXISTING UTILITIES IN THEIR RELOCATED LOCATION AND ALL THE NEW HVAC SYSTEMS.

29. THE FLOOR AREAS BELOW OVERHEAD WORK, WHERE WELDING "HOT WORK" IS TO BE PERFORMED, SHALL BE CLEARED TO A MINIMUM DISTANCE OF 36 FEET BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD "HOT WORK". ALL FLAMMABLE MATERIALS SHALL BE CLEARED TO A DISTANCE 50 FEET BEYOND THE POINT DIRECTLY

BELOW THE OVERHEAD "HOT WORK".

30. EXISTING DUCTWORK, DOMESTIC COLD WATER PIPING, DOMESTIC HOT WATER PIPING, CHILLED AND HEATING HOT WATER PIPING, WASTE, VENT, FIRE SPRINKLER LINES, FIRE ALARM EQUIPMENT, ELECTRICAL CONDUIT, TELEPHONE CONDUIT, COMMUNICATION CONDUIT, PNEUMATIC TUBING, ETC., MAY HAVE TO BE RELOCATED TO FACILITATE THE INSTALLATION OF THE NEW WORK. THE CONTRACTOR SHALL DETERMINE ALL EXISTING SERVICES THAT REQUIRE RELOCATION PRIOR TO SUBMITTING HIS BID AND INCLUDE ALL COSTS IN THE BID. THERE WILL BE NO EXTRA COMPENSATION TO THE CONTRACTOR FOR THIS WORK.

31. THE CONTRACTOR IS HEREBY NOTIFIED THAT SOME WORK MAY BE REQUIRED OUTSIDE OF THE AREAS SHOWN ON THESE DRAWINGS. THIS COULD INCLUDE ELECTRICAL WORK, REFRIGERANT LINE ROUTING, CONTROL MODIFICATIONS OR CONNECTIONS AT REMOTE LOCATIONS, CONTROL PANELS, CPU'S, ETC.

32. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE, INCLUDING WATER DAMAGE, TO PROPERTY AND EQUIPMENT CAUSED BY HIS WORK THROUGHOUT THE

CONSTRUCTION AND WARRANTEE PERIOD.

33. ALL CEILING DEMOLITION WORK SHALL BE DONE AFTER NORMAL WORKING HOURS. THE INSTALLATION OF THE NEW CEILING SHALL BE DONE AFTER NORMAL WORKING

HOURS. THE WORK AREA SHALL BE CLEANED BEFORE THE START OF EACH WORKING DAY.

34. REMOVE T-BARS AND 2X4 CEILING PANELS AS REQUIRED FOR THE DEMOLITION AND THE INSTALLATION OF THE NEW WORK. REINSTALL EXISTING OR REPLACE WITH NEW AS REQUIRED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. FOR ANY HARD CEILING AREA, CUT AND DEMOLISH ENOUGH OF THE HARD CEILING TO DO THE WORK REQUIRED. REBUILD AND PATCH THE DEMOLISHED. FINISH AND PAINT TO MATCH EXISTING TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

35. ANY DEVICE THAT REQUIRES ACCESS FOR ADJUSTMENT OR ROUTINE MAINTENENANCE, SUCH AS BUT NOT LIMITED TO VALVES, VOLUME DAMPERS, CONTROL DEVICES, VAVS, ETC. SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION.

36. ALL UL LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING. MAXIMUM FUSE SIZES MEANS FUSE PROTECTION IS REQUIRED.

37. PATCH AND PAINT TO MATCH EXISTING, ALL SURFACES DAMAGED BY THE DEMOLITION AND ALL OPENINGS NOT TO BE REUSED.

38. REPAIR DAMAGE TO CEILING, WALLS, ETC. TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

39. WHEN A DETAIL OR NOTE IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THE DETAIL OR NOTE TO EVERY SIMILAR CONDITION, WHETHER OR NOT THE

REFERENCED DETAIL OR NOTE IS REPEATED OR REFERENCED.

40. WHERE NO CONSTRUCTION DETAIL IS INDICATED, SUCH WORK SHALL BE SIMILAR TO COMPARABLE WORK DETAILED OR NOTED ELSEWHERE OR TO MATCH EXISTING

CONDITIONS, SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE.

41. ALL HOLES, VOIDS, AND DAMAGED OR UNEVEN SURFACES WHICH ARE CAUSED BY THE CONTRACTOR'S WORK AND WHICH REMAIN EXPOSED IN THE WALL, FLOOR, CEILING, OR OTHER SURFACES SHALL BE PATCHED, REPAIRED, AND BROUGHT FLUSH WITH THE ADJACENT CONSTRUCTION. SUCH SURFACES, NOT CONCEALED BY THE NEW CONSTRUCTION, SHALL MATCH IN EVERY RESPECT THE EXISTING NON-DAMAGED CONSTRUCTION. REMOVE EXISTING UTILITIES BACK BEHIND EXISTING

SURFACES AND CAP SO AS NOT TO INTERFERE WITH NEW PATCHES.

42. WHEREVER NEW WALL, FLOOR, OR CEILING FINISHES ARE INDICATED, THE CONTRACTOR SHALL BRING EXISTING ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER

BUILDING COMPONENTS FLUSH WITH THE NEW FINISHED SURFACES IF APPROPRIATE.

43. THE DEMOLITION SHALL INCLUDE ALL ASSOCIATED ANCHORAGES, HANGERS, SUPPORTS, BRACES, FASTENERS, MASTIC, MORTAR, LATH, AND RELATED ITEMS. THE EXISTING SUBSTRATE, INCLUDING CONCRETE, MASONRY, METAL FRAMING AND FURRING SHALL BE REPAIRED WHERE DAMAGE BY THE CONTRACTOR'S WORK.

44. PROVIDE ALL VALVES, INSTRUMENTS, FITTINGS, ETC. AS SHOWN ON THE PIPING DIAGRAMS, SCHEMATICS, ETC. IT IS NOT POSSIBLE TO SHOW ALL VALVES, INSTRUMENTS, ETC. ON THE PLANS, HOWEVER, SELECTED VALVES HAVE BEEN SHOWN FOR REFERENCE. ALL VALVES SHALL BE ACCESSIBLE FROM THE FLOOR OR

FROM FIXED PLATFORMS.

42. ALL NEW FIRE ALARM DEVICES INSTALLED IN HVAC EQUIPMENT SUCH AS SMOKE DETECTORS, SMOKE DAMPERS, FIRE/SMOKE DAMPERS, ETC. SHALL BE CONNECTED

TO THE MAIN FIRE ALARM PANEL.

43. ALL EQUIPMENT AND MATERIALS SUBJECT TO THE WEATHER THAT ARE NOT FACTORY PAINTED SHALL BE FIELD PAINTED AND WEATHER PROOFED WITH PRIMER, AND TWO COATS OF EXTERIOR PAINT. MATCH THE COLOR OF THE EXISTING BUILDING EXTERIOR. THE COLOR AND QUANTITY OF THE PAINT IS SUBJECT TO THE APPROVAL

OF THE OWNER'S REPRESENTATIVE. SUBMITTAL REQUIRED.

44. ANY ANTICIPATED HAZARDOUS MATERIALS (HAZMAT) IS INDICATED ON THE DRAWINGS, HOWEVER, IT IS IMPOSSIBLE TO PREDICT WHERE EXACTLY ALL HAZMAT MAY BE ENCOUNTERED. IF HAZMAT IS ENCOUNTERED OR SUSPECTED AT ANY POINT DURING CONSTRUCTION, CEASE ALL WORK IMMEDIATELY AND CONTACT THE OWNER'S

REPRESENTATIVE FOR GUIDANCE.

45. THE CONTROLS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAKING THE CONTROL SYSTEM COMPLETE AND FULLY OPERABLE. THE CONNECTION TO THE EXISTING CONTROL SYSTEM SHALL BE COMPLETE SUCH THAT ALL NEW MONITORING AND CONTROL POINTS ARE RECOGNIZED BY THE EXISTING CONTROL SYSTEM AND THAT ALL NEW POINTS CAN BE READ, ACTUATED, AND RESET FROM THE EXISTING FRONT END, AND VICE-VERSA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF THERE IS ENOUGH SPACE AND/OR COMPATABILITY EXISTS TO USE EXISTING CONTROLLERS OR OTHER ASSOCIATED EXISTING CONTROLS EQUIPMENT. IF COMPATIBILITY AND/OR SPACE DOES NOT EXIST, IT IS THE CONTROLS CONTRACTOR RESPONSIBILITY TO PROVIDE THE REQUIRED CONTROLLERS, BRIDGES, ETC. TO ALLOW FULL INTEGRATION OF REQUIRED POINTS AND TO SATISFY THE SEQUENCE OF OPERATIONS. THE ENGINEER SHALL BE NOTIFIED WHEN EACH PHASE OF THE SYSTEM HAS BEEN COMPLETELY CHECKED OUT, ADJUSTED, CALIBRATED, AND PUT INTO FINAL WORKING CONDITION WITH ALL THE TROUBLESHOOTING COMPLETED. A SUBSEQUENT JOBSITE MEETING WILL BE SCHEDULED WITH TWO WEEKS NOTICE AT WHICH TIME THE CONTROLS CONTRACTOR WILL DEMONSTRATE THE OPERATION OF THE CONTROL SYSTEMS TO ALL CONCERNED. IF ANY ITEMS OF THE CONTROL SEQUENCE CANNOT BE SUCCESSFULLY DEMONSTRATED OR REQUIRE FURTHER TROUBLESHOOTING, A SUBSEQUENT CONTROLS INSPECTION WILL BE REQUIRED AND WILL BE AT THE CONTRACTOR'S EXPENSE. THIS PROVISION SHALL BE A CONDITION OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE PREPARED TO DEMONSTRATE ALL ITEMS IN THE SEQUENCE OF OPERATION. SUBSEQUENT CONTROLS DEMONSTRATIONS AND VERIFICATIONS WILL BE REQUIRED AT THE COMPLETION OF THE PROJECT.

46. UNLESS THE OWNER CHOOSES TO USE THEIR OWN THIRD PARTY COMMISSIONING AGENCY, THE CONTRACTOR SHALL UTILIZE A THIRD PARTY COMMISSIONING AGENCY FOR ALL NECESSARY FINAL TESTING, ADJUSTING, AND BALANCING (TAB) AND BUILDING SYSTEM COMMISSIONING. FULL DOCUMENTATION, TO INCLUDE NECESSARY FACILITY STAFF TRAINING, SHALL BE COMPLETED AND SUBMITTED TO ALLOW FOR REQUIRED CONTINUED OPERATION AND MAINTENANCE.

LIST OF SPECIFICATIONS:

01 00 00 GENERAL REQUIREMENTS

01 32 16.15 PROJECT SCHEDULES (SMALL PROJECTS - DESIGN/BID/BUILD)

01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

01 35 26 SAFETY REQUIREMENTS

01 45 29 TESTING LABORATORY SERVICES

01 74 19 CONSTRUCTION WASTE MANAGEMENT

01 91 00 GENERAL COMMISSIONING REQUIREMENTS

02 41 00 DEMOLITION

05 50 00 METAL FABRICATIONS

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

07 21 13 THERMAL INSULATION

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 00 INTERIOR WOODS DOORS

08 71 00 DOOR HARDWARE

09 05 16 SUBSURFACE PREPARATION FOR FLOOR FINISHES

09 06 00 SCHEDULE FOR FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC/PORCELAIN TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 13 RESILIENT BASE AND ACCESSORIES

09 65 16 RESILIENT SHEET FLOORING

09 65 19 RESILIENT TILE FLOORING

09 91 00 PAINTING

10 26 00 WALL AND DOOR PROTECTION

10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES

12 32 00 MANUFACTURED WOOD CASEWORK

12 36 00 COUNTERTOPS

13 05 41 SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS

13 49 00 RADIATION PROTECTION

22 05 11 COMMON WORK RESULTS FOR PLUMBING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 07 11 PLUMBING INSULATION

22 08 00 COMMISSIONING OF PLUMBING SYSTEMS

22 11 00 FACILITY WATER DISTRIBUTION

22 13 00 FACILITY SANITARY AND VENT PIPING

22 40 00 PLUMBING FIXTURES

23 05 11 COMMON WORK RESULTS FOR HVAC

23 05 41 NOISE AND VIBRATION CONTROL FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 11 HVAC AND BOILER PLANT INSULATION

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 09 23 DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC

23 21 13 HYDRONIC PIPING

23 22 13 STEAM AND CONDENSATE HEATING PIPING

23 23 00 REFRIGERANT PIPING

23 34 00 HVAC FANS

23 36 00 AIR TERMINAL UNITS

23 37 00 AIR OUTLETS AND INLETS

23 40 00 HVAC AIR CLEANING DEVICES

23 73 00 INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 16 AIR COILS

26 05 11 REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 36 WIREWAYS FOR RADIOLOGY EQUIPMENT

26 08 00 COMMISSIONING OF ELECTRICAL SYSTEMS

26 09 23 LIGHTING CONTROLS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 29 21 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 43 13 SURGE PROTECTIVE DEVICES

26 51 00 INTERIOR LIGHTING

26 55 71 MEDICAL AND SURGICAL LIGHTING FIXTURES

27 05 11 REQUIREMENTS FOR COMMUNICATIONS INSTALLATIONS

27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

27 05 33 RACEWAYS AND BOXES FOR COMMUNICATIONS SYSTEMS

27 10 00 CONTROL, COMMUNICATIONS AND SIGNAL WIRING

28 05 00 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY

12/19/2018

³

A001

Architectural Abbreviations, Symbols & Material Legend

SCALE:

F10

A001 Architectural Abbreviations, Symbols & Material Legend

No Scale

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

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/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

ARCHITECT:

Robertson Strong Apgar Architects 1054 James Street Syracuse, NY 13203

(315) 472-7761 Lyons VAMC, Lyons, NJ

Project Director

LCA ADVRevisions: Date:

561A4-CSI-139

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

BID DOCUMENTS Digital R&F Room

12/07/18

AutoCAD SHX Text

ARCHITECTURAL ABBREVIATIONS

AutoCAD SHX Text A LABEL CLASS A DOOR CLASS A DOOR A/C AIR CONDITION AIR CONDITION A/C UNIT AIR CONDITIONING UNIT AIR CONDITIONING UNIT A/E ARCHITECT/ENGINEER ARCHITECT/ENGINEER AAMA AMERICAN ARCHITECTURAL AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION AB ANCHOR BOLT ANCHOR BOLT ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE AC ASBESTOS CEMENT OR ASBESTOS CEMENT OR ASPHALTIC CONCRETE ACI AMERICAN CONCRETE INSTITUTE AMERICAN CONCRETE INSTITUTE ACS DR ACCESS DOOR ACCESS DOOR ACS FLR ACCESS FLOOR ACCESS FLOOR ACS PNL ACCESS PANEL ACCESS PANEL ACST ACOUSTIC ACOUSTIC ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE AD AREA DRAIN AREA DRAIN ADA AMERICANS WITH DISABILITIES AMERICANS WITH DISABILITIES ACT ADC AUTOMATIC DOOR CLOSER AUTOMATIC DOOR CLOSER ADDL ADDITIONAL ADDITIONAL ADDN ADDITION ADDITION ADH ADHESIVE ADHESIVE ADJ ADJACENT, ADJOINING, OR ADJACENT, ADJOINING, OR ADJUSTABLE ADMIN ADMINISTRATION ADMINISTRATION ADB AUTOMATIC DOOR BOTTOM AUTOMATIC DOOR BOTTOM AFC ABOVE FINISHED COUNTER ABOVE FINISHED COUNTER AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ABOVE FINISHED SLAB AGA AMERICAN GAS ASSOCIATION AMERICAN GAS ASSOCIATION AGC ASSOCIATED GENERAL ASSOCIATED GENERAL CONTRACTORS AGGR AGGREGATE AGGREGATE AHJ AUTHORITY HAVING JURISDICTION AUTHORITY HAVING JURISDICTION AHR ANCHOR ANCHOR AHU AIR HANDLING UNIT AIR HANDLING UNIT AIA AMERICAN INSTITUTE OF AMERICAN INSTITUTE OF ARCHITECTS AISC AMERICAN INSTITUTE OF STEEL AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ALTERNATE ALT NO ALTERNATE NUMBER ALTERNATE NUMBER ALUM ALUMINUM ALUMINUM AMP AMPERE AMPERE AMT AMOUNT AMOUNT ANOD ANODIZE ANODIZE ANSI AMERICAN NATIONAL STANDARDS AMERICAN NATIONAL STANDARDS INSTITUTE ANT ANTENNA ANTENNA APA AMERICAN PLYWOOD AMERICAN PLYWOOD ASSOCIATION APPD APPROVED APPROVED APPROX APPROXIMATE APPROXIMATE APT APARTMENT APARTMENT AR AS REQUIRED AS REQUIRED ARCH ARCHITECT ARCHITECT ASB ASBESTOS ASBESTOS ASI ARCHITECT'S SUPPLEMENTAL ARCHITECT'S SUPPLEMENTAL INSTRUCTION ASKLR AUTOMATIC SPRINKLER AUTOMATIC SPRINKLER ASPH ASPHALT ASPHALT ASSN ASSOCIATION ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AMERICAN SOCIETY FOR TESTING AND MATERIALS ATCH ATTACHMENT ATTACHMENT ATM AUTOMATIC TELLER MACHINE AUTOMATIC TELLER MACHINE ATS AUTOMATIC TRANSFER SWITCH AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUTOMATIC AUX AUXILIARY AUXILIARY AV AUDIO VISUAL AUDIO VISUAL AVE AVENUE AVENUE AVG AVERAGE AVERAGE AW ACID WASTE ACID WASTE AWI ARCHITECTURAL WOODWORKING ARCHITECTURAL WOODWORKING INSTITUTE AWPA AMERICAN WOOD PRESERVERS' AMERICAN WOOD PRESERVERS' ASSOCIATION AWS AMERICAN WELDING SOCIETY AMERICAN WELDING SOCIETY AWT ACOUSTICAL WALL TREATMENT ACOUSTICAL WALL TREATMENT B LABEL CLASS B DOOR CLASS B DOOR B PL BASE PLATE BASE PLATE BALC BALCONY BALCONY BAT BATTEN BATTEN BB BULLETIN BOARD BULLETIN BOARD BD BOARD BOARD BD FT BOARD FEET (FOOT) BOARD FEET (FOOT) BEV BEVEL BEVEL BHMA BUILDER'S HARDWARE BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION BI FLD DR BIFOLDING DOORS BIFOLDING DOORS BITUM BITUMINOUS BITUMINOUS BKG BACKING BACKING BLD BUILD BUILD BLDG BUILDING BUILDING BLKT BLANKET BLANKET BLVD BOULEVARD BOULEVARD BM BEAM OR BENCHMARK BEAM OR BENCHMARK BOT BOTTOM BOTTOM BR BEDROOM BEDROOM BRCG BRACING BRACING BRDG BRIDGING BRIDGING BRDG JST BRIDGING JOIST BRIDGING JOIST BRG BEARING BEARING BRG PL BEARING PLATE BEARING PLATE BRKT BRACKET BRACKET BRZ BRONZE BRONZE BSMT BASEMENT BASEMENT BTWN BETWEEN BETWEEN BU BUSHEL BUSHEL BUR BUILT-UP ROOFING BUILT-UP ROOFING C CELSIUS CHANNEL CELSIUS CHANNEL C CHANNEL CELSIUS CHANNEL CELSIUS C CONC CAST CONCRETE CAST CONCRETE C LABEL CLASS C DOOR CLASS C DOOR C TO C CENTER TO CENTER CENTER TO CENTER CAB CABINET CABINET CAC CEILING ATTENUATION CLASSCEILING ATTENUATION CLASS

AutoCAD SHX Text CB CATCH BASIN OR CORNER BEAD CATCH BASIN OR CORNER BEAD CBB CEMENTITIOUS (BACKER) BOARD CEMENTITIOUS (BACKER) BOARD CC CUBIC CENTIMETER CUBIC CENTIMETER CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CCW COUNTERCLOCKWISE COUNTERCLOCKWISE CD CONSTRUCTION DOCUMENTS OR CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS CEM CEMENT CEMENT CEM PLAS CEMENT PLASTER CEMENT PLASTER CER CERAMIC CERAMIC CF CONTRACTOR FURNISHED CONTRACTOR FURNISHED CF/CI CONTRACTOR CONTRACTOR FURNISHED/CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED/OWNER CONTRACTOR FURNISHED/OWNER INSTALLED CFLG COUNTERFLASHING COUNTERFLASHING CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CFMF COLD-FORMED METAL FRAMING COLD-FORMED METAL FRAMING CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CG CENTER OF GRAVITY OR CENTER OF GRAVITY OR CORNER GUARD CGSFU CERAMIC GLAZED STRUCTURAL CERAMIC GLAZED STRUCTURAL FACING UNITS CH BD CHALKBOARD CHALKBOARD CHEM CHEMICAL CHEMICAL CHFR CHAMFER CHAMFER CHK CHECK CHECK CI CAST IRON CAST IRON CIP CAST-IN-PLACE CAST-IN-PLACE CIR CIRCLE CIRCLE CIRC CIRCULAR CIRCULAR CJ CONSTRUCTION JOINT OR CONSTRUCTION JOINT OR CONTROL JOINT CL CENTER LINE CENTER LINE CLDG CLADDING CLADDING CLG CEILING CEILING CLG HT CEILING HEIGHT CEILING HEIGHT CLR CLEAR CLEAR cm² SQUARE CENTIMETER SQUARE CENTIMETER cm³ CUBIC CENTIMETER CUBIC CENTIMETER CM CONSTRUCTION MANAGEMENT CONSTRUCTION MANAGEMENT CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CNR CORNER CORNER CNTR COUNTER COUNTER CO CARBON MONOXIDE, CERTIFICATE CARBON MONOXIDE, CERTIFICATE OF OCCUPANCY, CLEANOUT, OR COMPANY CO CARBON DIOXIDE CARBON DIOXIDE COL COLUMN COLUMN COM COMMON COMMON COMB COMBINATION, COMBINED COMBINATION, COMBINED COMM COMMUNICATION COMMUNICATION COMP COMPONENT COMPONENT CONC CONCRETE CONCRETE CONC FLR CONCRETE FLOOR CONCRETE FLOOR COND CONDENSER OR CONDITION CONDENSER OR CONDITION CONF CONFERENCE CONFERENCE CONN CONNECT CONNECT CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUE CONTINUE CONTR CONTRACTOR CONTRACTOR COORD COORDINATE COORDINATE CORR CORRIDOR CORRIDOR CPM CRITICAL PATH METHOD CRITICAL PATH METHOD CPRS COMPRESSIBLE COMPRESSIBLE CPT CARPET CARPET CRS COLD ROLLED STEEL COLD ROLLED STEEL CRSI CONCRETE REINFORCING STEEL CONCRETE REINFORCING STEEL INSTITUTE CSB CONCRETE SPLASH BLOCK CONCRETE SPLASH BLOCK CSG CASING CASING CSI CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS INSTITUTE CSK COUNTER SUNK COUNTER SUNK CSMT CASEMENT CASEMENT CSWK CASEWORK CASEWORK CT CERAMIC TILE CERAMIC TILE CTB CERAMIC TILE BASE CERAMIC TILE BASE CTF CERAMIC TILE FLOOR CERAMIC TILE FLOOR CTG COATING COATING CTR CENTER CONTOUR CENTER CONTOUR CTRL CONTROL CONTROL CTV CABLE TELEVISION CABLE TELEVISION CU COPPER C COPPER C CU FT CUBIC FEET CUBIC FEET CU IN CUBIC INCH CUBIC INCH CU YD CUBIC YARD CUBIC YARD CURT CURTAIN CURTAIN CYL CYLINDER CYLINDER CYL L CYLINDER LOCK CYLINDER LOCK D DEPTH OR PENNY (NAIL) DEPTH OR PENNY (NAIL) D LABEL CLASS D DOOR CLASS D DOOR DAT DATUM DATUM DB DECIBEL DECIBEL DBL DOUBLE DOUBLE DBL GLZ DOUBLE GLAZE DOUBLE GLAZE DC DIRECT CURRENT DIRECT CURRENT DEG DEGREE DEGREE DEL DELETE DELETE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DET DETAIL DETAIL DF DRINKING FOUNTAIN DRINKING FOUNTAIN DIA DIAMETER DIAMETER DIAG DIAGONAL DIAGRAM DIAGONAL DIAGRAM DIAG DIAGRAM DIAGONAL DIAGRAM DIAGONAL DIFF DIFFERENCE OR DIFFUSER DIFFERENCE OR DIFFUSER DIM DIMENSION DIMENSION DIR DIRECTION DIRECTION DISP DISPENSER DISPENSER DIST DISTANCE DISTANCE DIV DIVIDE OR DIVISION DIVIDE OR DIVISION DL DEAD LOAD DEAD LOAD DOC DOCUMENT DOCUMENT DOUG FIR DOUGLAS FIR DOUGLAS FIR DOZ DOZEN DOZEN

AutoCAD SHX Text DR DOOR, DRAIN, DRESSING ROOM, DOOR, DRAIN, DRESSING ROOM, OR DRIVE DR CL DOOR CLOSER DOOR CLOSER DR FR DOOR FRAME DOOR FRAME DR OPNG DOOR OPENING DOOR OPENING DS DOWNSPOUT DOWNSPOUT DSGN DESIGN DESIGN DW DISHWASHER DISHWASHER DWG DRAWING DRAWING DWTR DUMBWAITER DUMBWAITER E EAST EAST E LABEL CLASS E DOOR CLASS E DOOR EA EACH EACH EFF EFFICIENCY EFFICIENCY EFS EXTERIOR FINISH SYSTEM EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATION AND EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELAST ELASTOMERIC ELASTOMERIC ELEC ELECTRIC ELECTRIC ELEC DR OP ELECTRIC DOOR OPENER ELECTRIC DOOR OPENER ELEV ELEVATOR ELEVATOR EMER EMERGENCY EMERGENCY EMER SHR EMERGENCY SHOWER EMERGENCY SHOWER ENCL ENCLOSURE ENCLOSURE ENGR ENGINEER ENGINEER ENVIR ENVIRONMENT ENVIRONMENT EPA ENVIRONMENTAL PROTECTION ENVIRONMENTAL PROTECTION AGENCY EPDM ETHYLENE PROPYLENE DIENE ETHYLENE PROPYLENE DIENE MONOMER EPO EMERGENCY POWER OFF EMERGENCY POWER OFF EPS EXPANDED POLYSTYRENE BOARD EXPANDED POLYSTYRENE BOARD (INSULATION) EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ERD EXISTING ROOF DRAIN EXISTING ROOF DRAIN ESC ESCAPE OR ESCUTCHEON ESCAPE OR ESCUTCHEON ESCAL ESCALATOR ESCALATOR ESMT EASEMENT EASEMENT ESP ESPECIALLY ESPECIALLY EST ESTIMATE ESTIMATE ETC AND SO FORTH OR ET CETERA AND SO FORTH OR ET CETERA EW EACH WAY EACH WAY EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EWS EYE WASH STATION EYE WASH STATION EXH EXHAUST EXHAUST EXIST EXISTING EXISTING EXP EXPANSION OR EXPOSED EXPANSION OR EXPOSED EXP BT EXPANSION BOLT EXPANSION BOLT EXST GR EXISTING GRADE EXISTING GRADE EXT EXTERIOR, EXTERNAL, OR EXTERIOR, EXTERNAL, OR EXTINGUISHER EXT GR EXTERIOR GRADE EXTERIOR GRADE F FAHRENHEIT OR FEMALE FAHRENHEIT OR FEMALE FA FIRE ALARM FIRE ALARM FAB FABRIC FABRIC FAC FACTOR FACTOR FACIL FACILITY FACILITY FAS FASCIA FASCIA FAS BD FASCIA BOARD FASCIA BOARD FCO FLOOR CLEANOUT FLOOR CLEANOUT FCTY FACTORY FACTORY FD FLOOR DRAIN FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION FDTN FOUNDATION FOUNDATION FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FF FINISH FACE FINISH FACE FF EL FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FF&E FURNITURE, FIXTURE, AND FURNITURE, FIXTURE, AND EQUIPMENT FH FLAT HEAD OR FLAT HEAD FLAT HEAD OR FLAT HEAD SCREWS FHC FIRE HOSE CABINET FIRE HOSE CABINET FHMS FLAT HEAD MACHINE SCREW FLAT HEAD MACHINE SCREW FHP FULL HEIGHT PARTITION FULL HEIGHT PARTITION FHWS FLAT HEAD WOOD SCREW FLAT HEAD WOOD SCREW FIG FIGURE FIGURE FIL FILLET FILLET FIN FINISH FINISH FIN FLR FINISH FLOOR FINISH FLOOR FIN GR FINISH GRADE FINISH GRADE FIN WD FINISH WOOD FINISH WOOD FIXT FIXTURE FIXTURE FL FLOORLINE FLOORLINE FLASH FLASHING FLASHING FLDG FOLDING FOLDING FLEX FLEXIBLE FLEXIBLE FLG FLOORING FLOORING FLR FLOOR FLOOR FLR FIN FLOOR FINISH FLOOR FINISH FLR SK FLOOR SINK FLOOR SINK FLUOR FLUORESCENT FLUORESCENT FLUOR FIX FLUORESCENT FIXTURE FLUORESCENT FIXTURE FM FACTORY MUTUAL FACTORY MUTUAL FM-G FACTORY MUTUAL GLOBAL FACTORY MUTUAL GLOBAL FO FINISHED OPENING FINISHED OPENING FOC FACE OF CONCRETE OR FACE FACE OF CONCRETE OR FACE OF CURB FOF FACE OF FINISH FACE OF FINISH FOM FACE OF MASONRY FACE OF MASONRY FOS FACE OF SLAB OR FACE OF FACE OF SLAB OR FACE OF STUD FOUNT FOUNTAIN FOUNTAIN FOW FACE OF WALL FACE OF WALL FP FIRE PROTECTION OR FIRE PROTECTION OR FIREPROOF FPM FEET PER MINUTE FEET PER MINUTE FPS FEET PER SECOND FEET PER SECOND FR FIRE RATING, FIRE RESISTANT, FIRE RATING, FIRE RESISTANT, OR FRAME FR SNK FLUSHING RIM SINK FLUSHING RIM SINK FREQ FREQUENCY FREQUENCY FRMG FRAMING FRAMING FRP FIBER REINFORCED POLYESTER FIBER REINFORCED POLYESTER OR FIBERGLASS REINFORCED PLASTIC FRZ FREEZER FREEZER

AutoCAD SHX Text FS FEDERAL SPECIFICATION FEDERAL SPECIFICATION FSTNR FASTENER FASTENER FT FEET OR FOOT FEET OR FOOT FTG FOOTING FOOTING FURG FURRING FURRING FURN FURNISH OR FURNITURE FURNISH OR FURNITURE FUT FUTURE FUTURE FWC FABRIC WALLCOVERING FABRIC WALLCOVERING GA GAGE OR GYPSUM ASSOCIATION GAGE OR GYPSUM ASSOCIATION GAL GALLON GALLON GALV GALVANIC OR GALVANIZED GALVANIC OR GALVANIZED GALV STL GALVANIZED STEEL GALVANIZED STEEL GB GRAB BAR GRAB BAR GC GENERAL CONTRACTOR GENERAL CONTRACTOR GD GUARD GUARD GDR GUARD RAIL GUARD RAIL GEN GENERAL OR GENERATOR GENERAL OR GENERATOR GFRC GLASS-FIBER-REINFORCED GLASS-FIBER-REINFORCED CONCRETE GFRG GLASS-FIBER-REINFORCED GLASS-FIBER-REINFORCED GYPSUM GFRP GLASS-FIBER-REINFORCED GLASS-FIBER-REINFORCED PLASTIC GI GALVANIZED IRON GALVANIZED IRON GL GLASS GLASS GL BLK GLASS BLOCK GLASS BLOCK GLU LAM GLUED LAMINATED WOOD GLUED LAMINATED WOOD GR FL GROUND FLOOR GROUND FLOOR GRAN GRANITE GRANITE GRTG GRATING GRATING GSB GYPSUM SHEATHING BOARD GYPSUM SHEATHING BOARD GSM GALVANIZED SHEET METAL GALVANIZED SHEET METAL GSU GLAZED STRUCTURAL UNIT GLAZED STRUCTURAL UNIT GT GROUT GROUT GUAR GUARANTEE GUARANTEE GUT GUTTER GUTTER GYP GYPSUM GYPSUM GYP BD GYPSUM BOARD GYPSUM BOARD GYP PLAS GYPSUM PLASTER GYPSUM PLASTER H HIGH HIGH H PLAM HIGH PRESSURE PLASTIC HIGH PRESSURE PLASTIC LAMINATE HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HB HOSE BIBB HOSE BIBB HC HOLLOW CORE HOLLOW CORE HCWD HOLLOW CORE WOOD DOOR HOLLOW CORE WOOD DOOR HDBD HARDBOARD HARDBOARD HDNR HARDENER HARDENER HDO HIGH DENSITY OVERLAY HIGH DENSITY OVERLAY HDR HEADER HEADER HDW HARDWARE HARDWARE HDWD HARDWOOD HARDWOOD HEPA HIGH EFFICIENCY PARTICULATE HIGH EFFICIENCY PARTICULATE AIR (FILTER) HEX HEXAGON HEXAGON HF HIGH FREQUENCY HIGH FREQUENCY HGR HANGER HANGER HM HECTOMETER HECTOMETER HM HOLLOW METAL HOLLOW METAL HMD HOLLOW METAL DOOR HOLLOW METAL DOOR HMDF HOLLOW METAL DOOR AND HOLLOW METAL DOOR AND FRAME HMF HOLLOW METAL FRAME HOLLOW METAL FRAME HNDRL HANDRAIL HANDRAIL HO HOLD OPEN HOLD OPEN HORIZ HORIZONTAL HORIZONTAL HOSP HOSPITAL HOSPITAL HP HIGH PRESSURE OR HIGH PRESSURE OR HORSEPOWER HQ HEADQUARTERS HEADQUARTERS HS HEAT-STRENGTHENED (GLASS) HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH HSE HOUSE HOUSE HSKPG HOUSEKEEPING HOUSEKEEPING HST HOIST HOIST HT HEIGHT HEIGHT HVAC HEATING, VENTILATING, AND AIR HEATING, VENTILATING, AND AIR CONDITIONING HVY HEAVY HEAVY HW HOT WATER HOT WATER HYD HYDRANT HYDRANT HYDR HYDRAULIC HYDRAULIC I INTERSTATE (HIGHWAY) OR INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA IAQ INDOOR AIR QUALITY INDOOR AIR QUALITY IBC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE ID IDENTIFICATION, INSIDE IDENTIFICATION, INSIDE DIAMETER, OR INTERIOR DESIGN ID NO IDENTIFICATION NUMBER IDENTIFICATION NUMBER ILLUM ILLUMINATION ILLUMINATION INCL INCLUDED INCLUDED IND INDEPENDENT OR INDUSTRIAL INDEPENDENT OR INDUSTRIAL INFO INFORMATION INFORMATION INSUL INSULATION INSULATION INT INTERIOR INTERIOR INTERCOM INTERCOMMUNICATION INTERCOMMUNICATION INTL INTERNATIONAL INTERNATIONAL IRMA INVERTED ROOF MEMBRANE INVERTED ROOF MEMBRANE ASSEMBLY IWH INSTANTANEOUS WATER HEATER INSTANTANEOUS WATER HEATER JAN JANITOR JANITOR J-BOX JUNCTION BOX JUNCTION BOX KD KILN DRIED OR KNOCKED DOWN KILN DRIED OR KNOCKED DOWN KIT KITCHEN KITCHEN KO KNOCKOUT KNOCKOUT KPL KICKPLATE KICKPLATE L ANGLE ANGLE LAB LABORATORY LABORATORY LAD LADDER LADDER LAM LAMINATE LAMINATE LAM GL LAMINATED GLASS LAMINATED GLASS LAU LAUNDRY LAUNDRY LAV LAVATORY LAVATORY LBR LUMBER LUMBER LBS POUND POUND LD BRG LOAD-BEARING LOAD-BEARING LDR LEADER LEADER LED LIGHT EMITTING DIODE LIGHT EMITTING DIODE LF LINEAR FEET (FOOT)LINEAR FEET (FOOT)

AutoCAD SHX Text LH LEFT HAND LEFT HAND…