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JAMES J, PETERS
VETERANS AFFAIRS
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FIRE PROTECTION PARTIAL FIRST FLOOR
DEMOLmON PLAN - D
Approved: Project Director
Revisions: Date:
1 2 3
WATSON ENGINEERING, P.C.
4500 STATE ROUTE 434
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(607) 223-4334
.COM
Y 40218
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VA
U,S, Department of Veterans Affairs
8 9 10
GENERAL FIRE PROTECTION NOTES
A. ENTIRE AREA OF WORK SHALL BE PROVIDED WITH WET PIPE SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 FOR LIGHT HAZARD APPLICATIONS B, PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE "ASBESTOS ABATEMENT MONITORING REPORT", PREPARED IN FEBRUARY 2018 AND THE
"CLEARANCE AIR REPORT" PREPARED IN MARCH 2020, BOTH FOR THE JAMES J. PETERS VAMC, BRONX tlEW YORK.
C. ALL CEILING TILES SHALL BE REPLACED AT THE END OF EACH SHIFT FOR WORK AREAS OUTSIDE OF RATED CONSTRUCTION BARRIER.
KEYED NOTES 0
1. EXISTING SPRINKLER HEAD TO BE RELOCATED TO NEW LOCATION TO MEET NFPA 13 REQUIREMENTS WHEN THE PART!TION IS
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FIRE PROTECTION LEGEND
@ EXISTING SPRINKLER HEAD LOCATION
KEY PLAN A NOT TO SCALE 0-t--
Phase Project Title Project Number
100% BID DOCUMENTS
MODIFY SCI
Location JAMES J. PElERS VA MEDICAL CENTER t:lO W KtlGS!HlQE ROAD, BRONX, NY 10468
Issue Date
24-MAA-2025
Checked
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8 9 10
GENERAL FIRE PROTECTION NOTES
A. ENTIRE AREA OF WORK SHALL BE PROVIDED WITH WET PIPE SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 FOR UGHT HAZARD APPLICATIONS B. REFER TO SPECIFICATION SECTION '2113 13-WET-PIPE SPRINKLER SYSTEMS" FOR PRODUCT AND INSTALlATION REQUIREMENTS.
C. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE "ASBESTOS ABATEMENT MONITORING REPORT", PREPARED IN FEBRUARY 2018 AND THE
'CLEARANCE AIR REPORT" PREPARED IN MARCH 2020, BOTH FOR THE JAMES J. PETERS VAMC, BRONX NEW YORK.
D. ALL CEILING TILES SHALL BE REPLACED AT THE END OF EACH SHIFT FOR WORK AREAS OUTSIDE OF RATED CONSTRUCTION BARRIER.
KEYED NOTES 0
SPRINKLER HEAD TO BE RE-INSTALLED TO MEET NFPA 13 REQUIREMENTS. CONTRACTOR TO PROVIDE WORKING DRP.WINGS IN ACCORDANCE
WITH SPECIFICATIONS.
FIRE PR01.ECTION LEGEND
@ SPRINKLER HEAD LOCATION
a
- • KEY PLANA , NOT TO SCALE 0--z-
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAM��*•ir. of Nt::&1
Drawing Title !Phase Project Title Project Number
Revisions: Date:
1 2 3
LUFIT�C7r7 E:r7�✓r7E"E"F7fr7L, WATSON ENGINEERING, P.C, 4500 STATE ROUTE 434
APALACHIN, NY 13732
(607) 223-4334 w
EN
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JAMES J. PETERS
VETERANS AFFAIRS
MEDICAL CENTER
VA
U.S. Department of Veterans Affairs
FIRE PROTECTION PARTIAL FIRST FLOOR PLAN - D 100% BID DOCUMENTS
Approved: Project Direc1or
7 8
MODIFY SCI
Location JAMES J. PElERS VA MEDICAL CENTER
130 W KING8EflDGE ROAD, ElllONX. NY 104& Issue Date
24-MAR-2025
Checked
JWE
Drawn
SR3
526-21-120 Building Num·ber
Drawing Number
FX-101
A
B
C
D
C
D
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F
VA FORM DB - 6231
1 2
,/ 1" BLACK STEEL
REMOVE EXISTING /, SCHEDULE 40
SPRINKLER HEAD �LJ ,11>/
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AND INSTALL A1/2" /. i\J i ~\ SCHEDULE 80 / 61 i \ CLOSE NIPPLE i / , "'· ' AND A 1/2" X 1" ):i, 1-- �, ' _
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NOTES:
1. ADJUST SPRINKLER DROPS AS NECESSARY TO CLEAR OBSTRUCTIONS SUCH
AS THE CEILING "T" BAR SUSPENSION SYSTEM, LIGHT FIXTURES, ETC.
PROVIDE A PIPE HANGER IF THE HORIZONTAL OFFSET LENGTH EXCEEDS 24
INCHES.
(-, '\ TYPICAL PENDENT SPRINKLER DETAIL
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FIRE PROTECTION DETAILS
LU� T.E:,£7'7 WE�.!$ rCfii;:�) NT
E N G.�11� E 1§.":(l◄.S LL C �� •. 7.
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0'i', .. ""1-�7 %.�-, \C) ,d ' W',' � 1·' • • 00 0::
JAMES J. PETERS
VETERANS AFFAIRS
MEDICAL CENTER
Revisions: Date:
1 2 3
E:'r7L!;fr7E"E"F?fr7L, WATSON ENGINEERING, P.C.
4500 STATE ROUTE 434
APALACHIN, NY 13732
(607) 223-4334
(502)890-2210 • WE�l'f'OINTENGINEEf'\S.COM 1941 BISJ:IOP CAlilE SUITEAOQ1 tOUIS\/ILl:E\KY 40218
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<lV� VA
U.S. Department of Veterans Affairs
Approved: Project Director
Phase
100% BID DOCUMENTS
Project Tille
MODIFY sa
Location JAMES J. PElERS VA MEDICAL CENTER 130 W KING5BAOQ': ROAD, lflONX, NY 10468
Issue Date
24-MAR-2025
Checked
JWE
Drawn
SRB
A
B
C
D
E
F
Project Number 526-21-120
Building Number
Drawing Number
FX-501
C
D
E
F
I
1 2 3 4
GENERAL MECHANICAL NOTES:
1. THE GENERAL MECHANICAL NOTES ON THIS SHEET APPLY TO ALL THE MECHANICAL DRAWINGS.
2. IT IS THE MECHANICAL 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 MECHANICAL 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 MECHANICAL 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, POSSIBLE CLASHES, AND ACCESSORIES THAT MAY BE REQUIRED. COORDINATE ALL THE WORK OF ALL THE TRADES TO ENSURE ALL DUCTS, PIPES, CONDUITS, ETC. DO NOT CONFLICT AND CLEAR STRUCTURAL AND ARCHITECTURAL MEMBERS. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR DEVELOPING COORDINATED SHOP
DRAWINGS FOR REVIEW PRIOR TO STARTING INSTALLATION.
5. MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND BE FULLY COGNIZANT DF 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 MECHANICAL 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 MECHANICAL CONTRACTOR SHALL IMMEDIATELY REPORT FINDINGS TO THE OWNER AND ENGINEER FOR RECORD FOR ADDITIONAL GUIDANCE BEFORE PROCEEDING.
7. THE WORK INCLUDES ALL ITEMS OF THE MECHANICAL SPECIFICATIONS THAT ARE EITHER WRITTEN ON THE DRAWINGS OR SEPARATELY IN A SPECIFICATIONS BOOK.
8. 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.
9. MECHANICAL 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 MECHANICAL CONTRACTOR'S RISK AND SHALL BE REMOVED AND REINSTALLED OR RECONSTRUCTED AT THE MECHANICAL CONTRACTOR'S EXPENSE AT THE REQUEST OF THE OWNER'S REPRESENTATIVE TO THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE.
10. 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 CODE, UNDERWRITER'S LABORATORY, INC., AMERICAN NATIONAL STANDARD INSTITUTE, INC. 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.
11. UNLESS STATED OTHERWISE, ALL EXISTING MATERIAL AND EQUIPMENT SHALL REMAIN THE PROPERTY OF THE PROJECT OWNER.
12. THE MECHANICAL 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 MECHANICAL 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".
13. 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.
14. UNLESS SPECIFICALLY NOTED AS EXISTING, ALL ITEMS, EQUIPMENT, A.ND WORK SHOWN IS NEW AND SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR.
15. 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.
16. THE MECHANICAL 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 MECHANICAL 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
17.
18.
19.
20.
21.
22.
23.
24.
25.
THE MECHANICAL CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE EQUIPMENT SUBMITTALS. ALL CHANGES SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT AJE AND THE OWNER'S REPRESENTATIVE.
BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE MECHANICAL 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.
UNLESS STATED OTHERWISE, REQUEST APPROVAL FROM THE OWNER'S REPRESENTATIVE SEVEN DAYS IN ADVANCE FOR THE SHUTDOWN OF ANY EXISTING SYSTEM.
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.
PROVIDE ADEQUATE FIRE PROTECTION IN THE ENTIRE CONSTRUCTION AREA FOR THE DURATION OF THE CONSTRUCTION PERIOD. COORDINATE WITH INSTALLING FIRE PROTECTION CONTRACTOR THE MECHANICAL 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.
THE MECHANICAL 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. ALL
NECESSARY FRAMING, COUNTER-FLASHING, ETC. SHALL BE INCLUDED.
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.
ALL EXISTING DUCTWORK, PIPING, CONDUIT, AND MECHANICAL 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.
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 MECHANICAL 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.
26. 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".
27. 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.
28. THE CONTRACTOR IS HEREBY NOTIFIED THAT SOME WORK MAY BE REQUIRED OUTSIDE OF THE AREAS SHOWN ON TIHESE DRAWINGS. THIS COULD INCLUDE ELECTRICAL WORK, REFRIGERANT LINE ROUTING, CONTROL MODIFICATIONS OR
CONNECTIONS AT REMOTE LOCATIONS, CONTROL PANELS, CPU'S, ETC.
29. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE, INCLUDING WATER DAMAGE, TO PROPERTY AND EQUIPMENT CAUSED BY HIS WORK THROUGHOUT THE CONSTRUCTION AND WARRANTY PERIOD.
30. REMOVE T-BARS AND 2X4 CEILING PANELS AS REQUIRED FOR THE DEMOLITION ANO 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 O'NNER'S REPRESENTATIVE.
31. ANY DEVICE THAT REQUIRES ACCESS FOR ADJUSTMENT OR ROUTINE MAINTENANCE, SUCH AS BUT NOT LIMITED TO VALVES, VOLUME DAMPERS, CONTROL DEVICES, VAVS, ETC. SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION.
32. PATCH AND PAINT TO MATCH EXISTING, ALL SURFACES DAMAGED BY THE DEMOLITION AND ALL OPENINGS NOT TO BE REUSED.
33. REPAIR DAMAGE TO CEILING, WALLS, ETC. TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.
34. WHEN A DETAIL OR NOTE IS IDENTIFIED AS TYPICAL, THE MECHANICAL CONTRACTOR IS TO APPLY THE DETAIL DR NOTE TO EVERY SIMILAR CONDITION. WHETHER OR NOT THE REFERENCED DETAIL OR NOTE IS REPEATED OR
REFERENCED.
35. 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.
36. ALL HOLES, VOIDS, AND DAMAGED OR UNEVEN SURFACES WHICH ARE CAUSED BY THE MECHANICAL 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.
37. WHEREVER NEW WALL, FLOOR, OR CEILING FINISHES ARE INDICATED, THE MECHANICAL CONTRACTOR SHALL BRING EXISTING MECHANICAL COMPONENTS FLUSH WITH THE NEW FINISHED SURFACES IF APPROPRIATE.
38. TIHE 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.
39. UNLESS THE OWNER CHOOSES TO USE THEIR OWN THIRD-PARTY TEST, ADJUST, AND BALANCE AGENCY, THE MECHANICAL CONTRACTOR SHALL UTILIZE A THIRD PARTY TAB AGENCY FOR ALL NECESSARY FINAL TAB AND PROVIDE
COORDINATION WITH EQUIPMENT MANUFACTURER FOR TYPICAL STARTUP SERVICES. FULL DOCUMENTATION, TO INCLUDE NECESSARY FACILITY STAFF TRAINING, SHALL BE COMPLETED AND SUBMITTED TO ALLOW FOR REQUIRED
CONTINUED OPERATION AND MAINTENANCE.
CONSULTANT ARCHITECT/ENGINEER OF RECORD
Revisions: Date:
VA FORM 08- 6231
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CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
COOLING TOWER WATER SUPPLY
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HEAT PUMP WATER SUPPLY
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DOMESTIC COLD WATER
DOMESTIC HOT WATER
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SANITARY WASTE
HIGH PRESSURE STEAM
MEDIUM PRESSURE STEAM
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VACUUM SERVICE
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VARIABLE FREQUENCY DRIVE
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Drawing Title
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DRAWING SYMBOLS
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GENERAL MECHANICAL NOTES
A. ALL MECHANICAL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL, STATE ANO FEDERAL REGULATIONS AS WELL AS VA DIRECTIVES B. DRAWINGS ARE DIAGRAMMATIC AND GENERALLY INDICATIVE OF THE WORK, ALL SYSTEMS SHALL FOLLOW ARRANGEMENT AS MUCH AS POSSIBLE, HOWEVER, ACTUAL
FIELD CONDITIONS SHALL DICTATE. PROVIDE NECESSARY MODIFICATIONS TO MEET FIELD CONDITIONS AND AVOID CONFLICT WITH OTHER JF RESOLUTION CANNOT BE REACHED WITHOUT COMPROMISING THE DESIGN, THESE CONFLICTS SHALL BE PRESENTED TO THE ENGINEER, IN WRITING, VIA A REQUEST FOR INFORMATION (RFI), FOR RESOLUTION. IN CONFLICT AREAS, COMPLETE ONLY WORK NOT AFFECTED BY THE CONFLICT PRIOR TO RESOLUTION.
C. CONNECTIONS TO EQUIPMENT SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS.
D. ANY 'NORK REQUIRING CUTTING, DRILLING, OR OTHERWISE ALTERING FLOOR STRUCTURE WILL REQUIRE A CONCRETE SCAN UTILIZING GROUND PENETRATING RADAR
PRIOR. THE REQUIRED SCAN WILL IDENTIFY EXISTING UTILITIES AND PREVENT ACCIDENTAL INTERRUPTIONS.
E. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE "ASBESTOS ABATEMENT MONITORING REPORT", PREPARED IN FEBRUARY 2018 AND THE
'CLEARANCE AIR REPORT' PREPARED IN MARCH 2020, BOTH FOR THE JAMES J. PETERS VAMC, BRONX NEW YORK. ..
F. ALL CEILING TILES SHALL BE REPLACED AT THE END OF EACH SHIFT FOR WORK AREAS OUTSIDE OF RATED CONSTRUCTION BARRIER
KEYED NOTES 0
1. CONTRACTOR TO INSTALL NEW RETURN DIFFUSER AND DUCTWORK UP TO INTERSTITIAL.REFER TO M-102 FOR ADDITIONAL INFORMATION.
2. EXISTING EXHAUST GRILL AND DUCTWORK TO BE RELOCATED TO ALLOW FOR NEW PARTITION. COORDINATE WITH EXISTING CEILING GRID.
KEY PLAN
A NOT TO SCALE 0-i-
Pnase Project Tille Project Number
526-21-120
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" • t:JE.,�5' JAMES J. PETERS NT L�t;'-(
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MECHANICAL PARTIAL FIRST R.OOR PLAN - D 100% BID DOCUMENTS MODIFY SCI Building Number
Revisions:
1 2
Date:
WATSON ENGINEERING, P.C.
4500 STATE ROUTE 434
APALACHIN, NY 13732
(607) 223-4334
4 5
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7 8
Issue Dale
24-MAR-2025
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GENERAL MECHANICAL NOTES
A ALL MECHANICAL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS VA DIRECTIVES.
8. DRAWINGS ARE DIAGRAMMATIC AND GENERALLY INDICATIVE OF THE WORK. ALL SYSTEMS SHALL FOLLOW ARRANGEMENT AS MUCH AS POSSIBLE, HOWEVER, ACTUAL
FIELD CONDITIONS SHALL DICTATE, PROVIDE NECESSARY MODIFICATIONS TO MEET FIELD CONDITIONS AND AVOID CONFLICT WITH OTHER IF RESOLUTION CANNOT BE REACHED WITHOUT COMPROMISING THE DESIGN, THESE CONFLICTS SHALL BE PRESENTED TO THE ENGINEER, IN WRITING, VIA A REQUEST FOR INFORMATION (RFI), FOR RESOLUTION. IN CONFLICT AREAS, COMPLETE ONLY WORK NOT AFFECTED BY THE CONFLICT PRIOR TO RESOLUTION.
C. CONNECTIONS TO EQUIPMENT SHALL CONFORM TO JI.V.,NUFACTURER'S SPECIFICATIONS,
D. ANY WORK REQUIRING CUTTING, DRILLING, OR OTHERWISE AL TE RING FLOOR STRUCTURE WILL REQUIRE A CONCRETE SCAN UTILIZING GROUND PENETRATING RADAR
PRIOR. THE REQUIRED SCAN WILL IDENTIFY EXISTING UTILITIES AND PREVENT ACCIDENTAL INTERRUPTIONS.
E. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REVtEW THE "ASBESTOS ABATEMENT MONITORING REPORT", PREPARED IN FEBRUARY 2018 AND THE
"CLEARANCE AIR REPORT" PREPARED IN MARCH 2020, BOTH FOR THE JAMES J. PETERS VAMC, BRONX NEW YORK, F. ALL CEILING TILES SHALL BE REPLACED AT THE END OF EACH SHIFT FOR WORK AREAS OUTSIDE OF RATED CONSTRUCTION BARRIER.
KEYED NOTES 0
1. CONTRACTOR TO INSTALL NEW BRANCH DUCT FROM EXISTING RETURN DUCT IN INTERSTITIAL SPACE AS SHOWN.
2. CONTRACTOR TO TEST, ADJUST AND BALANCE RETURN DAMPERS FOLLOV✓ING DUCTWORK ADJUSTMENTS TO MEET
DESIGN AIRFLOWS SHOWN ON SHEET M-101.
3. EXISTING EXHAUST DUCTWORK TO BE RELOCATED AS REQUIRED FOR NEW POSITION.REFER TO M-101 FOR
LOCATION INFORMATION.
1 \ INTERSTITIAL PARTIAL MECHANICAL PLAN - D
-z, M-102/ 1/8" = 1'-0"
Revisions: Date:
VA FORM 08
1 2
CONSULTANT ARCHITECT/ENGINEER OF RECORD STA
J
M
LU� T .5'C7r7 w E'F7/3✓F7E',1;.R'✓F7= 1-1-Fi - �
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(607) 223-4334
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JAMES J, PETERS
VETERANS AFFAIRS
Drawing Title
ECHANICAL PARTIAL INTERSTITIAL FLOOR PLAN -
D
Phase ProjecfTiffe
100% BID DOCUMENTS
' KEY PLAN
A
NOT TO SCALE
MODIFY SCI
z, Project Number 526-21-120
Building Number j MEDICAL CENTER j , , I lbocation-.i••cg,J�PETEAlrVA�MEDICllt: CEITTER !IDrawingNumber • �1-f--- - - - - - -1-IApproved:..f'roJectDirecto ""'" _ -, 130 W KNGSl3AIXJ: ROAD, BRONX, NY 10468
VA
U.S. Department of Veterans Affairs
7 8
Issue Date
24-MAR-2025
Checked
JWE
Drawn
SAB
M-102
A
C
D
C
D
E
F
1 2
MAIN EXHAUST OR RETURN
AIR FLOW
AIR FLOW
114W OR 4" MIN.
BRANCH DUCT 1 VD PROVIDE VOLUME DAMPER
AT EACH BRANCH DUCT
µ)'.__J
PLAN VIEW
f-1--� RETURN DUCT BRANCH DUCTWORK \ M -so y
SCALE: NT$ '·---·
INSULATION SEE
SPECIFICATION
STIFFEN BLADE
AS REQUIRED
NOTE:
DUCT
INSULATION
STAND-OFF
� ~ DAMPER BLADE
I / j � HANDLE WITH � l.. LOCKING
QUADRANT _____
INSIDE END BEARING
SIDE ELEVATION
1/8" [6mm]
CLEARANCE
ALL AROUND
1/2" [15mm]
ROUND ROD PIN
OUTSIDE END BEARING
SECTION
1. REMOVE INSULATION STAND-OFF ON DUCTWORK WITHOUT EXTERIOR INSULATION.
2. DETAIL SHOWS SINGLE BLADE DAMPER DAMPER INSTALLATION SHALL BE SIMILAR
FOR MULTI-BLADE DAMPERS & ROUND DAMPERS.
/5-'-, VOLUME DAMPER DETAIL
\��v SCALE: NTS
OPTIONAL DAMPER
LISTED SIZE
(BY OTHERS) ' < ' , \ < >",---------,-OUCT COLLAR �
I \. / \. 7 \ 7 11 .- OPTIONAL GRID
! t
2-13 15
- •-s/15
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.1 .I 112 I LISTED SIZE PLUS !- l /2 DIFFUSER CENTER US TED SIZE PLUS 5-3/ 4 SECTION REMOVABLE r 9 \ TYPICAL DIFFUSER DETAIL
) \M-SOY SCALE: NTS .._ _ _ _
Revisions:
VA FORM 08 - 6231 1 2
Date:
3 4
_l,z, R
SHALL
EQUAL
OR BE
GREATER
THAN W.
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SHALL
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OR BE
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7 � <"1,z,��
1'
STANDARD RADIUS OR
LONG RADIUS ELBOW
VANE,
i'
VANE
116W
L � l 'l ,, '1)
NOTE:
SHORT RADIUS ELBOW
WITH ONE VANE
SHORT RADIUS ELBOW
WITH TWO VANES
1. THE INTERIOR SURFACE OF ALL RADIUS ELBOWS SHALL BE MADE ROUND.
2 ALL STANDARD RADIUS ELBOWS CAN BE SUBSTITUTED WITH SHORT RADIUS
ELBOWS. ALL SHORT RADIUS ELBOWS SHALL HAVE VANES. VANES SHALL BE
CONSTRUCTED, SUPPORTED AND FASTENED AS RECOMMENDED BY SHEET METAL AND AIR
CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA).
(-;~\ DUCT RADIUS ELBOWS
' \�=��y SCALE: NTS
LJ
NOTE:
1. ALL VANE ELBOWS SHALL BE CONSTRUCTED AND INSTALLED AS DETAILED BY
SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION
(SMACNA).
2. WHEN W1 DOES NOT EQUAL W2, VANE SHALL BE SINGLE THICKNESS VANE
TYPE REGARDLESS OF W DIMENSION.
3. ALL SINGLE THICKNESS VANES SHALL HAVE A 2" [50mm[ RADIUS, 1 1/2" [40mm] MAXIMUM SPACE BETWEEN VANES AND A 3/4" [20mm] TRAILING EDGE.
4. WHEN W EQUALS W2 AND W1 IS GREATER THAN 20" [500mm] VANES SHALL
BE DOUBLE VANE TYPE
:i;'\ DUCT SQUARE VANE ELBOWS
\��-�/ SCALE: NTS
R
SHALL
EQUAL
OR BE
GREATER
THAN
116W.
6 7
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�'?" ,�-AIR FLOW AIR FLOW
::,a w t--- f'.l_J V t
TYPICAL DUCTWORK TRANSITION WITH
EQUIPMENT MOUNTED IN DUCT
PLAN OR SIDE VIEW
NOTE:
TYPICAL DUCTWORK TRANSITION
PLAN OR SIDE VIEW
UNLESS OTHERWISE INDICATED ON PLANS, MAXIMUM ANGLES SHOWN SHALL APPLY.
/"3'\_ DUCT TRANSITIONS
\"'.1l_�_!/ SCALE: NTS
SEE SPECIFICATIONS FOR CLAMPS AND
SEALANT (TYP.)
SUPPORT SADDLE
FROM STRUCTURE
FLEXIBLE DUCT SIZE
SAME AS DIFFUSER
INLET: 5'-0" MAX
LENGTH.
USE RIGID ELBOWS -----.._ \ I
FOR CHANGE OF ..>---ilTH ITTTTTTTTrrrrn-rn,nci!lrh'
DIRECTION GREATER
THAN 45'
L12
SHEET METAL
SADDLE
THERMAL INSULATION
SEE SPECIFICATIONS
CONICAL OUTLET
BRANCH DUCT
VOLUME DAMPER WI
LOCKING QUAD
J!======a!l1 ,i, &c=====11.a=====!L
TYPICAL DIFFUSER
_/ OR REGISTER IN CEILING
LAY-IN CLG. -�
i/7 -,\ FLEXIBLE AIR DUCT CONNECTOR
\�-5�y SCALE: NTS
CONCRETE
FLOOR SLAB
CLIP
ANGLE
STEEL EXPANSION SHIELD FOR
EXISTING CONSTRUCTION.
THIS TYPE SHALL BE USED ONLY IN
SLABS OR BEAMS OF 4" [100mm]
MIN DEPTH ------- - - - - -�
318" [10mm] MIN DIA EXPANSION
SOL TS FOR EXISTING CONSTRUCTION
NUTS & WASHERS
318" [10mm] MIN
DIA HANGER RODS
TURNBUCKLE
318" [10mm] MIN
DIA HANGER RODS
SECURING HANGER RODS IN CONCRETE
.,"-�:��/ SCALE: NTS
LOAD RATED
FASTENERS HANGER STRAPS OR RODS
BAND OF SAME
SIZE AS HANGER
STRAP
50" [1250mm]0
& UNDER
HANGER RODS
::PD�
� d, BAND 7P
OVER 50"
[1250mm]0 ___/
MAX. DUCT 0
IN. [mm]
26 [650] 36 [900] 50 [1250] 60 [1500] 84 [2100]
(�a) ROUND DUCT HANGERS
\�"5�Y SCALE: NTS
QUANTITY/SIZE MAX. LOAD
IN. [mm] LBS. [kg]
ONE 1 [25] x 22 GA STRAP 260[119] ONE 1 [25] x 18 GA STRAP 420 [190] ONE 1 [25] x 16 GA STRAP 700 [317]
TWO 3/8 [10]0. RODS 1320 [598]
TWO 112 [13]0 RODS 2500 [1133]
NOTE:
TABULATED DATA FROM SMACNA
ALLOWS FOR DUCT REINFORCING
AND INSULATION, BUT NO
EXTERNAL LOAD.
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAM� l�".J, Drawing Tille Phase Project Tille a,� T.5'C7F7 E"F7�,.F7E"E"fi'//7�
WATSON ENGINEERING, P.C.
4500 STATE ROUTE 434
APALACHIN, NY 13732
(607) 223-4334
1941 b.ill'.'f,1
'.llNT :v-i"E.L V-'1,v '"o' e:\
JAMES J. PETERS
/*0 1� ,-
;�\ VETERANS AFFAIRS
MECHANICAL DETAILS 100% BID DOCUMENTS MODIFY SCI
,, � m) �} MEDICAL CENTER Annroved: Project Director • ..:AMES--d;-f'EfERS--I/A--ME01C---Al;-6EN'f8ltcf 1 "?'ii-j8 130 W KINQSl3ROOE ROAD, BRONX, NY 10468 J� .COM 117579 'r.,:,"/
I Issue Date I I Checked I !Drawn 111:�40218 , , '��,�� \IA U.S. Depa1tment
II II 24-MAR-2025 II JWE II SRB
, 1/, J/~ ../ VI'\ of Veterans Affairs I
6 7 8 9
A
B
MAX.
SPACING
IN. [mm]
144 [3600] 144 [3600] 144 [3600] C
144 [3600] 144 [3600]
D
E
F
Project Number 526-21-120
Building Number
OrawTngNumbe
M-501
C
D
E
F
1 2 3 4
GENERAL PLUMBING NOTES:
1. 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.
2. 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 PLUMBING
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 VIA PRE-BID REQUEST FOR INFORMATION (RFI) PROCESS.
3. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, TRANSITIONS, FITTINGS, CLEARANCES, POSSIBLE 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 WITH AND CLEAR STRUCTURAL AND ARCHITECTURAL MEMBERS. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING COORDINATED SHOP DRAWINGS FOR REVIEW PRIOR TO STARTING INSTALLATION.
4. THE CONTRACTOR SHALL VISIT THE SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO START OF WORK. REPORT ANY DISCREPANCIES TO THE VA COR PRIOR TO START OF WORK.
5. THE WORK INCLUDES ALL ITEMS OF THE SPECIFICATIONS THAT ARE EITHER WRITTEN ON THE DRAWINGS OR SEPARATELY IN A SPECIFICATIONS BOOK.
6. 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.
7. THE 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 VA COR TO THE COMPLETE SATISFACTION OF THE VA COR.
8. 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, PLUMBING, AND FIRE CODES, UNDERWRITER'S LABORATORY, INC., AMERICAN NATIONAL STANDARD INSTITUTE, INC. IF ANY PART OF THE INSTALLATION DOES NOT MEET CODE, NOTIFY THE VA COR PRIOR TO BEGINNING THE INSTALLATION. IF ANY PART OF THE PROJECT CANNOT BE INSTALLED TO CONFORM WITH THE PLANS AND/OR SPECIFICATIONS, NOTIFY THE VA COR PRIOR TO BEGINNING THE INSTALLATION, IN WRITING VIA REQUEST FOR INFORMATION (RFI).
9. UNLESS STATED OTHERWISE, ALL EXISTING MATERIAL AND EQUIPMENT SHALL REMAIN THE PROPERTY OF THE PROJECT OWNER.
10. 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 THEIR WORK. THE CONTRACTOR SHALL DETERMINE PRIOR TO SUBMITTING THEIR WORK SCHEDULE, THE SPECIFIC TIME AVAILABILITY OF ALL
AREAS AND SPACES AND DETERMINE WHAT WORK MUST BE DONE DURING "OFF HOURS".
11. UNLESS SPECIFICALLY NOTED AS EXISTING, ALL ITEMS, EQUIPMENT, AND WORK SHOWN IS NEW AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
12. 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 VA COR AND IS SUBJECT TO THEIR CONTINUOUS APPROVAL.
13. 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 ARCHITECT/ENGINEER
(A/E) AND THE VA COR.
14. BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE CONTRACTOR AND THE VA COR SHALL SURVEY THE EXISTING BUILDING AREA TO BE MODIFIED AND/OR REPLACED TO ACCURATELY DOCUMENT EXISTING CONDITIONS. THIS SURVEY WILL BE USED BY THE VA COR AT JOB COMPLETION TO DETERMINE WHICH BUILDING/SITE COMPONENTS MUST BE REPLACED WITH
NEW.
15. UNLESS STATED OTHERWISE, REQUEST APPROVAL FROM THE VA COR FOURTEEN (14) CALENDAR DAYS IN ADVANCE FOR THE SHUTDOWN OF ANY EXISTING SYSTEM.
16. THE CLOSING AND OPENING OF VALVES SHALL BE WITNESSED BY THE VA COR: NOTIFY LOCAL AUTHORITIES AS REQUIRED.
17. THE 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 VA COR FOR DIRECTION BEFORE PROCEEDING.
18. EXERCISE CAUTION IN CUTTING CONCRETE FLOORS AND WALLS TO AVOID EXISTING UTILITIES WHICH MAY BE LOCATED IN AND UNDER CONCRETE SURFACES. PRIOR TO CUTTING THROUGH ANY
CONCRETE SURFACES, THE CONTRACTOR SHALL PERFORM A CONCRETE SCAN UTILIZING GROUND PENETRATING RADAR TO DETERMINE IF ANY ITEMS EXIST WITHIN THE AREA TO BE CUT/CORE.
19. 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.
20. FOR ALL FLOOR, WALL, AND ROOF PENETRATIONS, VERIFY THE LOCATION OF THE EXISTING STRUCTURAL MEMBERS PRIOR TO DRILLING AND CUTTING, RELOCATE OPENINGS AS REQUIRED AND
OFFSET DUCTS, PIPES, CONDUIT, ETC.
21. 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.
22. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE, INCLUDING WATER DAMAGE, TO PROPERTY AND EQUIPMENT CAUSED BY HIS WORK THROUGHOUT THE CONSTRUCTION AND WARRANTY PERIOD.
23. PATCH AND PAINT TO MATCH EXISTING, ALL SURFACES DAMAGED BY THE DEMOLITION AND ALL OPENINGS NOT TO BE REUSED.
24. REPAIR DAMAGE TO CEILING, WALLS, ETC. TO THE SATISFACTION OF THE VA COR.
25. 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.
26. 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 VA COR.
27. 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.
28. THE DEMOLITION SHALL INCLUDE ALL ASSOCIATED ANCHORAGES, HANGERS, SUPPORTS,…
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