00 WD100 62020206 GI000 Rev2021 Full 10-5-2021.pdf

PDF 38 MB Posted Oct 5, 2021

Attached to: Z2DZ--Fire Department Renovation at Building 19 Montrose VAMC
Solicitation number: 36C24221B0072
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for the renovation of the fire department at Building 19 at the Hudson Valley Healthcare System Montrose Veterans Affairs Medical Center in Montrose, New York. The contractor will be responsible for providing all labor, materials, tools, equipment, and supervision to complete the renovation in accordance with the statement of work, specifications and drawings. The completion time is 300 calendar days from notice to proceed. The magnitude of construction is between $500,000 and $1,000,000. A prebid site visit is scheduled for October 14, 2021. Questions regarding the solicitation must be submitted by October 20, 2021 and bids are due by November 3, 2021. The solicitation is set aside for Service Disabled Veteran Owned Small Businesses and is being conducted by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2.

View the file

Other files

File	Type	Posted
620-20-206 Firehouse Enhancement - Salient Characteristics for Temporary Office Container (2).docx	DOCX document	Nov 3, 2021
36C24221B0072 Amendment 0004.pdf	PDF	Nov 3, 2021
Pre-Bid RFIs Q and As 11_03_21 FINAL.pdf	PDF	Nov 3, 2021
36C24221B0072 Amendment 0003.pdf	PDF	Nov 1, 2021
Synposis of change made 10-29-2021.docx	DOCX document	Nov 1, 2021
Revised specification package 10-29-2021.zip	ZIP file	Nov 1, 2021
REVISED DRAWING ME 502 dated 2021_10_26.pdf	PDF	Oct 28, 2021
620-20-206 Firehouse Enhancement - VA Montrose Salient Characteristics FINAL.pdf	PDF	Oct 28, 2021
revised specifications.zip	ZIP file	Oct 28, 2021
Fire Department Renovation Site Visit Sign In.pdf	PDF	Oct 28, 2021
36C24221B0072 0002 Fire Department Amendment 2.pdf	PDF	Oct 28, 2021
Luminaire Schedule.pdf	PDF	Oct 28, 2021
MA NARRATIVE.docx	DOCX document	Oct 28, 2021
REVISED DRAWING EP 130 dated 2021_10_26.pdf	PDF	Oct 28, 2021
Synopsis of Spec Changes.docx	DOCX document	Oct 28, 2021
Questions and Answers - 10 27 2021.pdf	PDF	Oct 28, 2021
Wage Determination 20200017 - Westchester County.pdf	PDF	Oct 28, 2021
36C24221B0072 0001 Fire Department Reno B. 19 Amendment 0001.pdf	PDF	Oct 5, 2021
36C24221B0072_1 Fire Department Renovation B. 19.pdf	PDF	Oct 4, 2021
SPECIFICATION 620 20 206.pdf	PDF	Oct 4, 2021
Wage Determination - Westchester County.pdf	PDF	Oct 4, 2021
Statement Of Work 620 20 206 (Full).docx	DOCX document	Oct 4, 2021
00 WD100 62020206 GI000 Rev2021 Full.pdf	PDF	Oct 4, 2021

Show all 23

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

LOCATION: MONTROSE, NEW YORK DRAWING INDEX:

HUDSON VALLEY HEALTH CARE SYSTEM

620-20-206

FIREHOUSE ENHANCEMENT

FRANKLIN DELANO ROOSEVELT

HOSPITAL

2094 ALBANY POST ROAD

MONTROSE, NY 10548

DEPARTMENT OF VETERAN AFFAIRS

MONTROSE & WAPPINGERS FALLS,

NEW YORK

GENERAL INFORMATION DRAWINGS:

GI 000 01 of 61 COVERSHEET

GI 001 02 of 61 GENERAL NOTES & REQUIREMENTS

GP 100 03 of 61 GENERAL PHASING PLANS

LS 100 04 of 61 CRITICAL PATH & LIFE SAFETY NOTES

SITE DRAWINGS:

SP 100 05 of 61 SITE AND UTILITY PLAN

ASBESTOS ABATEMENT DRAWINGS:

1 HA 100 06 of 61 ASBESTOS ABATEMENT PLAN - ROOF

1 HA 101 07 of 61 ASBESTOS ABATEMENT PLAN -

GROUND FLOOR

1 HA 102 08 of 61 ASBESTOS ABATEMENT DIAGRAM

AND NOTES

ARCHITECTURAL DRAWINGS:

AD 000 09 of 61 ARCH. NOTES, ABBREV., & SYMBOLS

LEGEND

AD 100 10 of 61 ARCHITECTURAL ROOF DEMOLITION

PLAN

AD 101 11 of 61 ARCHITECTURAL INTERIOR

DEMOLITION

AD 102 12 of 61 REFLECTED CEILING DEMOLITION

AD 201 13 of 61 EXTERIOR ELEVATIONS DEMOLITION

AI 100 14 of 61 NEW ROOF PLAN

AI 101 15 of 61 NEW ARCHITECTURAL INTERIOR

PLAN

AI 102 16 of 61 NEW REFLECTED CEILING PLAN

AI 200 17 of 61 NEW INTERIOR ELEVATIONS

AI 201 18 of 61 NEW EXTERIOR ELEVATIONS

AI 400 19 of 61 NEW ENLARGE PLANS

AI 500 20 of 61 NEW ROOF DETAILS

AI 501 21 of 61 NEW ARCHITECTURAL PARTITION

DETAILS

AI 502 22 of 61 NEW ARCH. DOOR SCHEDULE, ELEVATIONS, & DOOR FRAMING

DETAILS

AI 600 23 of 61 NEW FINISH SCHEDULE

MECHANICAL DRAWINGS:

MI 000 24 of 61 MECH. NOTES, ABBREV., & SYMBOLS

LEGEND

MD 100 25 of 61 EXISTING STEAM DISTRIBUTION AND

HEATING DEMOLITION PLAN

MD 101 26 of 61 EXISTING HVAC DEMOLITION PLAN

MD 102 27 of 61 EXISTING EQUIPMENT DEMO. PLAN

MD 500 28 of 61 EXISTING STEAM DISTRIBUTION

SYSTEM DETAILS

ME 100 29 of 61 NEW STEAM DISTRIBUTION PLANS

ME 101 30 of 61 NEW HVAC PLAN

ME 102 31 of 61 NEW EQUIPMENT LOCATION PLAN

ME 500 32 of 61 NEW STEAM DIST. DETAILS

ME 501 33 of 61 NEW HVAC DETAILS

ME 502 34 of 61 NEW HVAC CONTROLS INFORMATION

ME 600 35 of 61 NEW HVAC SCHEDULES

ELECTRICAL DRAWINGS:

EI 000 36 of 61 ELECTRICAL NOTES, ABBREV., & SYMBOLS LEGEND

ED 100 37 of 61 ELECTRICAL POWER DEMOLITION

PLAN

ED 101 38 of 61 ELECTRICAL LIGHTING DEMOLITION

ED 600 39 of 61 ELECTRICAL DEMOLITION ONE-LINE

DIAGRAM

ED 601 40 of 61 ELECTRICAL DEMOLITION EXISTING

PANEL SCHEDULE

EP 100 41 of 61 NEW ELECTRICAL POWER

DISTRIBUTION PLAN

EP 120 42 of 61 NEW ELECTRICAL RECEPTACLE

WIRING PLAN

EP 130 43 of 61 NEW ELECTRICAL LIGHTING WIRING

PLAN

EP 140 44 of 61 NEW ELECTRICAL EMERGENCY

POWER WIRING PLAN

EP 600 45 of 61 NEW ELECTRICAL ONE-LINE DIAGRAM

EL 100 46 of 61 ELECTRICAL LIGHTING PLAN

ES 601 47 of 61 NEW PANEL SCHEDULES

PLUMBING DRAWINGS:

MI 000 48 of 61 MECH. NOTES, ABBREV., & SYMBOLS

LEGEND

PD 100 49 of 61 EXISTING SANITARY DEMOLITION

PLAN

PD 101 50 of 61 EXISTING DOMW DEMOLITION PLAN

PD 200 51 of 61 EXISTING DOMW INTERIOR

SECTION ELEVATION DEMOLITION

PD 300 52 of 61 EXISTING DETAILS

PL 100 53 of 61 NEW SANITARY PLAN

PL 101 54 of 61 NEW DOMW PLAN

PL 500 55 of 61 NEW PLUMBING DETAILS

FIRE PROTECTION & SUPPRESSION DRAWINGS:

FI 000 56 of 61 FIRE PROTECTION ABBREV. &

SYMBOLS LEGEND

FI 001 57 of 61 FIRE PROTECTION GENERAL NOTES

FD 100 58 of 61 FIRE ALARM DEMOLITION PLANS

FD 101 59 of 61 FIRE SUPPRESSION DEMOLITION

PLAN & SITE DETAILS

FA 100 60 of 61 NEW FIRE ALARM PLANS

FX 100 61 of 61 NEW FIRE SUPPRESSION PLAN

Drawing Title

Approved: Facility Director , VAHVHCS:

Project Title

Date

Location

Checked

Building(s) Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: NORTH:

Revisions: Date:

Approved: John Cliffe, Facility Chief of Engineering

08-17-2021Bid Documents

08-16-2021100% Working Drawing Submission

05-21-202195% Working Drawing Submission

02-26-202165% Working Drawing Submission

02-26-202135% Working Drawing Submission

10-30-2020100% Preliminary Design Submission

APPROVED:

Dwg. 01 of 61

GI 000

AMI

Montrose, New York

08-17-2021

620-20-206

APPROVED:

Cover Sheet

Firehouse Enhancement at

FDR

KEY PLAN

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text S

AutoCAD SHX Text

AREA OF WORK

AutoCAD SHX Text N 16%%D00'N 490'

AutoCAD SHX Text

SCALE IN. = NTS

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text Engineering Service

AutoCAD SHX Text Bid Documents Submission GI 000

GENERAL REQUIREMENTS

1. ALL WORK SHALL CONFORM TO ALL FEDERAL, STATE LOCAL RULES, LAWS,

REGULATIONS, VETERANS AFFAIRS (VA) SPECIFICATION. ALL PLUMBING WORK SHALL

CONFORM TO NATIONAL PLUMBING CODE, ALL ELECTRICAL WORK SHALL CONFORM

TO NATIONAL ELECTRICAL CODE, AND ALL HEATING AND VENTILATING WORK SHALL

COMPLY WITH AMERICAN SOCIETY OF HEATING, REFRIGERATING AND

AIR-CONDITIONING ENGINEERS (ASHRAE) STANDARDS.

2. BEFORE BEGINNING ANY CUTTING OR DEMOLITION WORK, THE CONTRACTOR SHALL

CAREFULLY SURVEY THE EXISTING CONDITIONS AND DETERMINE THE EXTENT OF

THE WORK TO BE DONE. THE CONTRACTOR SHALL INSURE THAT STRUCTURAL ITEMS

ARE NOT WEAKENED AND SHALL BE RESPONSIBLE FOR INCREASING OR ADDING

STRUCTURAL SUPPORTS AS MAY BE REQUIRED AS A RESULT OF ANY CUTTING,

REMOVAL OR DEMOLITION WORK.

3. CONTRACTOR SHALL REMOVE COMPLETELY AND/OR TERMINATE ALL EXPOSED

MECHANICAL, ELECTRICAL OR PLUMBING ITEMS NOT INDICATED OR NECESSARY FOR

THE FUNCTION ABILITY OF THE NEW DESIGNS.

4. CONTRACTOR SHALL PROVIDE AND COORDINATE THE LOCATION OF ALL NEW

OPENINGS IN ANY EXISTING WALLS OR FLOORS AS INDICATED ON THESE DRAWINGS

OR AS NECESSARY FOR THE COMPLETION OF NEW WORK SHOWN OR IMPLIED.

5. SHUT-DOWN AND TIE-INS: 48 HOUR MINIMUM NOTICE SHALL BE GIVEN THE

CONTRACTING OFFICER IN WRITING FOR ALL SHUT-DOWNS OR TIE-INS. SHUT-DOWNS

AND TIE-INS SHALL BE DONE AT SUCH TIMES AND HOURS SO AS NOT TO INTERFERE

WITH THE VETERANS AFFAIRS OPERATION. ALL OVERTIME EXPENSES REQUIRED FOR

SHUT-DOWNS AND TIE-INS SHALL BE BORNE BY THE CONTRACTOR.

6. CONTRACTOR SHALL CAREFULLY COORDINATE THE LOCATION OF ALL NEW

OPENINGS TO BE CUT IN EXISTING WALLS OR FLOORS.

7. REMOVALS SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT RETAINED

WORK, HOWEVER WHERE SUCH WORK IS DAMAGED, THE CONTRACTOR SHALL

PATCH, REPAIR OR OTHERWISE RESTORE DAMAGED ITEMS TO THE SATISFACTION OF

THE CONTRACTING OFFICER.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD.

DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DRAWINGS AND/OR

SPECIFICATIONS SHALL BE REPORTED TO THE CONTRACTING OFFICER IN WRITING

FOR CLARIFICATION. WORK SHALL NOT PROCEED UNTIL SUCH CLARIFICATION HAS

BEEN RECEIVED.

9. SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE

CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS, THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND SUBMIT HIS DETAILS

SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED RESULTS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PATCHING, REPAIRING AND

FINISHING OF ALL DISTURBED AREAS. PATCHING OF SURROUNDING AREAS SHALL BE

WITH MATERIALS TO MATCH EXISTING.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND

PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,

COLLAPSE, DISTORTIONS AND MISALIGNMENT ACCORDING TO APPLICABLE CODES,

STANDARDS AND PRACTICE.

12. THE CONTRACTOR SHALL CARRY NEW WALL FINISHING WORK (PAINTING,

WAINSCOAT, MOLDING, COVEBASE, ETC.) TO AN APPROPRIATE STOPPING POINT

(CHANGE IN WALL DIRECTION).

13. PROTECTION OF PERSONNEL: WHERE THE SAFETY OF PEDESTRIANS AND DRIVERS

ARE ENDANGERED IN THE AREA OF REMOVAL WORK, BARRICADES FOR TRAFFIC

SHALL BE USED AND ADVANCED NOTICE SHALL BE GIVEN TO THE CONTRACTING

OFFICER PRIOR TO BEGINNING ANY SUCH WORK.

14. THE CONTRACTOR SHALL CLEAN UP AND REMOVE DEBRIS FROM THE WORK SITE

DAILY.

15. THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING EXITS OR CREATE NEW

EXITS AS REQUIRED BY THE CONTRACTING OFFICER FOR THE SAFETY OF BUILDING

OCCUPANTS.

16. CONTRACTOR RESTRICTIONS: THE CONTRACTOR SHALL CHECK WITH AND RECEIVE

APPROVAL FROM THE CONTRACTING OFFICER FOR ROUTES OF ACCESS AND SUPPLY

STORAGE REGARDING THE GENERAL WORK AREA WITHIN THIS CONTRACT. V.A. DOES

NOT PROVIDE STORAGE OUSIDE OF COTRACT AND CONTRACT AREA.

17. SUBSTITUTION OF MATERIALS: WHERE EXISTING MATERIALS OF ANY KIND MUST BE

REPLACED FOR ANY REASON AS A RESULT OF THE WORK HERE UNDER AND EXACT

DUPLICATES ARE NOT AVAILABLE, THEIR FUNCTIONAL EQUIVALENTS MAY BE

SUBSTITUTED UPON RECEIPT OF PRIOR WRITTEN APPROVAL FROM THE

CONTRACTING OFFICER.

18. DRAWING DIMENSIONS ARE TO AND ARE ACTUAL METAL STUD SIZE.

19. ENSURE THAT ALL WALLS, CEILING AND ROOF STRUCTURE ARE PROPERLY BRACED

AND SUPPORTED PRIOR TO REMOVAL OF ANY STRUCTURAL ELEMENTS. ALL WALLS

TO BE REMOVED TO FULL HEIGHT UNLESS OTHERWISE INDICATED.

20. THE GENERAL CONTRACTOR SHALL MODIFY THE EXISTING ELECTRICAL AND EXISTING

MECHANICAL SYSTEMS TO CONFORM TO NEW DESIGN CONDITIONS.

21. ALL BIDDERS AND CONTRACTORS ARE RECOMMENDED TO VISIT THE SITE BEFORE

SUBMITTING BIDS, TO INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS

TO VERIFY ALL CONDITIONS, SIZES AND QUANTITIES. PLANS ARE FURNISHED TO

INDICATE THE SCOPE OF THE INTENDED CONTRACT WORK. EXISTING CONDITIONS

WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED WORK AS DRAWN OR

SPECIFIED SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER

FOR RESOLVING. RELOCATIONS MUST BE CHECKED TO VERIFY THEIR FEASIBILITY IN

ACCORDANCE WITH THE NEW REQUIREMENTS.

22. ALL NEW PENETRATIONS THRU EXISTING CONSTRUCTION SHALL BE PERFORMED IN A

NEAT AND WORKMANLIKE MANNER. CARE SHALL BE TAKEN TO PROVIDE STRAIGHT

AND CLEAN CUTS. PATCH TO MATCH EXISTING ADJACENT CONSTRUCTION. PROVIDE

NEW WATERPROOFING TO MATCH EXISTING AS REQUIRED.

23. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE

ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE

NECESSARY IN AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO

CHANGES AFFECTING EXISTING MECHANICAL, ELECTRICAL, PLUMBING, OR OTHER

SYSTEMS. SUCH INCIDENTAL WORK IS ALSO A PART OF THIS CONTRACT. INSPECT

THOSE AREAS, AND ASCERTAIN WORK NEEDED, AND DO THAT WORK IN

ACCORDANCE WITH THE CONTRACT REQUIREMENTS, AT NO ADDITIONAL COST.

24. TRADE, PRODUCT, OR MANUFACTURER'S NAMES OR CATALOG NUMBERS SHOWN ON

THE DRAWINGS FOR NEW PRODUCTS ARE TO ESTABLISH QUALITY REQUIRED. IN

EACH CASE ADD, BY INFERENCE, AFTER TRADE, PRODUCT, OR MANUFACTURER'S

NAME, THE PHRASE "OR APPROVED EQUAL".

25. EXCEPT IN SPACES WHERE NO WORK UNDER THIS CONTRACT IS REQUIRED,

ENCLOSE EXISTING AND NEW CONDUITS, DUCTS, PIPES, AND SIMILAR ITEMS IN

FURRING WHERE SUCH ITEMS PASS THROUGH FINISHED SPACES WHETHER OR NOT

FURRING IS INDICATED. REFER TO DETAILS ON PARTITION SHEET AI500.

26. WHERE CONDUITS, DUCTS, PIPES AND SIMILAR ITEMS ARE SHOWN TO BE INSTALLED

IN EXISTING WALLS OR PARTITIONS, NEATLY CHASE THE WALLS OR PARTITIONS,

INSTALL THE ITEMS, AND PATCH THE WALLS OR PARTITIONS TO MAKE THE

INSTALLATION NOT DISCERNIBLE IN THE FINISHED WORK.

27. SEAL TIGHT AND PROTECT WITH FIRE SAFING EXISTING AND NEW SLEEVES AND

OPENINGS THROUGH FLOORS. FIRE SAFING SHALL BE A MINIMUM 2 HOUR RATED FOR

ALL APPLICATIONS AND LOCATIONS.

28. WHERE A NEW CEILING IS NOT SCHEDULED, INSTALL NEW CONDUITS AND PIPES IN

EVERY CASE, AND NEW DUCTS WHERE POSSIBLE, ABOVE THE EXISTING CEILING.

REMOVE EXISTING CEILING AS NECESSARY. AFTER INSTALLATION OF CONCEALED

WORK, REINSTALL REMOVED CEILING AND PATCH AND REFINISH TO MATCH

ADJACENT UNREMOVED CEILINGS.

29. FURR TO CONCEAL HORIZONTAL DUCTS PASSING THROUGH EXISTING OR NEW

SPACES WHERE IT IS NOT POSSIBLE TO INSTALL THE DUCTS ABOVE THE CEILING.

USE GYPSUM BOARD FOR SUCH FURRING.

30. PROTECT EXISTING AND COMPLETED WORK FROM DAMAGE.

31. REPAIR, PATCH AND FINISH, OR REFINISH AS APPLICABLE, TO MATCH ADJACENT

EXISTING FINISHES, THOSE EXISTING SURFACES DAMAGED OR NEWLY EXPOSED

DURING PERFORMANCE OF THE WORK UNDER THIS CONTRACT.

32. WHERE PERMANENT REMOVAL OF EXISTING MILLWORK, CASEWORK,CABINETWORK,

ACCESSORIES, EQUIPMENT OR FURNISHINGS IS REQUIRED, AND PREVIOUSLY

CONCEALED SURFACES ARE TO REMAIN EXPOSED, PATCH PREVIOUSLY CONCEALED

SURFACES TO MATCH ADJACENT EXPOSED SURFACES. WHERE SUCH SURFACES

ARE SCHEDULED TO RECEIVE NEW FINISHES, PREPARE THE SURFACES TO RECEIVE

THE NEW FINISHES.

33. WHERE CUTTING OF EXISTING SURFACES OR REMOVAL OF EXISTING FINISHES IS

REQUIRED TO PERFORM THE WORK UNDER THIS CONTRACT, AND A NEW FINISH IS

NOT INDICATED, FILL RESULTING OPENINGS AND PATCH THE SURFACE AFTER DOING

THE WORK, AND FINISH TO MATCH ADJACENT EXISTING SURFACES.

34. ALL WORK SHALL BE PERFORMED, MONDAY THRU FRIDAY, DURING NORMAL

BUSINESS HOURS OF 8:00AM - 4:30PM, EXCEPT SATURDAY, SUNDAY AND HOLIDAYS,

EXCEPT AS APPROVED BY THE CONTRACTING OFFICER AND AS REQUIRED. THE

CONTRACTOR SHALL BE REQUIRED TO WORK PRIME TIME AND OVERTIME TO

COMPLETE OR CONSTRUCT PORTIONS OF THIS WORK. THIS SHALL BE AS DIRECTED

BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. ALL

WORK ON BUILDING 19 WILL BE PERFORMED DURING NIGHT AND WEEKEND HOURS.

35. CONTRACTOR SHALL ABIDE BY THEIR OWN EXPENSE TO THE LATEST EDITIONS OF

ALL OSHA REGULATIONS AND REQUIREMENTS.

36. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN IN THE FIELD, ALL

EXISTING UTILITIES, EXISTING CONDITIONS, FIELD MEASUREMENTS, DIMENSIONS,

QUANTITIES, RELATED TO THE PROJECT.

37. IT IS RECOMMENDED THAT THE CONTRACTOR PERFORM A DOCUMENTED SITE VISIT

PRIOR TO BID.

38. CONTRACTOR SHALL SUBMIT FOR APPROVAL ALL MATERIALS USED FOR

CONSTRUCTION AND ALL EQUIPMENT INTENDED FOR INSTALLATION IN THIS PROJECT.

39. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN THE

LOCATION, DIRECTION, SIZE, OF ANY AND ALL UTILITIES EXISTING IN THE GENERAL

VICINITY OF THE WORK AREA.

40. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY UTILITY

DISRUPTED, BROKEN, OR OTHERWISE RENDERED NON-FUNCTIONABLE DUE TO THE

WORK PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT DURING THIS

COURSE OF WORK.

41. THE CONTRACTOR SHALL IDENTIFY ANY NON-FUNCTIONING UTILITY/SYSTEM, PRIOR

TO THE START OF WORK TO THE CONTRACTING OFFICER. IDENTIFICATION OF SUCH

AFTER THE START OF WORK SHALL BE DEEMED AS DISTURBED/DAMAGED BY THE

CONTRACTOR AND SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

42. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SUPPORT ANY

UTILITY ENCOUNTERED IN THE COURSE OF THIS WORK.

43. THE CONTRACTOR SHALL LEAVE THE WORK SITE CLEAN AND SECURED AT THE END

OF EACH WORKING DAY. THE WORK SITE SHALL NOT BE LEFT UNATTENDED AT ANY

TIME BY THE CONTRACTOR, UNLESS THE WORK AREA IS PROPERLY SECURED BY THE

CONTRACTOR.

44. THE CONTRACTOR IS ADVISED THAT THEY ARE SOLELY RESPONSIBLE FOR THE

SAFETY OF THE WORK SITE AND TAKE ALL ACTIONS TO ELIMINATE ANY SAFETY

HAZARDS THAT SHALL EXIST AND POSE A THREAT OF HARM TO PATIENTS,

EMPLOYEES OF THE GOVERNMENT, EMPLOYEES OF THE CONTRACTOR OR OTHER(S).

IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO TAKE IMMEDIATE

ACTION TO ALLEVIATE ANY SAFETY HAZARD THAT MAY EXIST WITHOUT DIRECTION

FROM THE CONTRACTING OFFICER OR HIS DESIGNEE. THE CONTRACTOR SHALL TAKE

IMMEDIATE CORRECTIVE ACTION TO ALLEVIATE ANY SAFETY HAZARD, CONDITION,

ETC., AS INDICATED BY THE CONTRACTING OFFICER.

45. THERE SHALL BE NO CLAIMS AGAINST THE DEPARTMENT OF VETERANS AFFAIRS FOR

WORK STOPPAGES DUE TO ACTS OF GOD, WEATHER CONDITIONS, STOP WORK

ORDERS (VERBAL AND/OR WRITTEN), UNDERESTIMATION OF WORK, ESTIMATED

QUANTITIES, MATERIALS, SUPPLIES, TOOLS, CORRECTION OF SAFETY PROBLEMS, OR

ANY OTHER REASON.

46. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE TO THE

VETERANS AFFAIRS A "AS CONSTRUCTED DRAWING" FOR THE WORK. THIS DRAWING

SHALL BE SUBMITTED ON 30" BY 42", COMPLETE WITH 2 COPIES. THIS DRAWING

SHALL BE TECHNICALLY CORRECT AND DRAWN ACCORDING TO SOUND ENGINEERING

PRINCIPLES. THIS SHALL SHOW ALL ELEVATIONS, DISTANCES, DIAMETERS,

SCHEDULES, MATERIALS INSTALLED, SEQUENCE OF OPERATIONS OF ANY AND ALL

ITEMS TO THE DEPARTMENT OF VETERANS AFFAIRS. CONTRACTOR IS ADVISED THAT

THEY ARE RESPONSIBLE TO MAINTAIN ALL MEASUREMENTS DURING THE COURSE OF

THIS PROJECT AND DIMENSIONS MISSING ON THE AS-BUILT DRAWINGS SHALL NOT BE

ACCEPTABLE. FINAL PAYMENT SHALL NOT BE PROVIDED UNTIL THIS DRAWING IS

SUBMITTED AND APPROVED. A COMPLETE, ACCEPTABLE, SEPARATE, ENGINEERING

"AS CONSTRUCTED DRAWING" IS REQUIRED FOR EACH UTILITY.

47. CONTRACTOR SHALL SAW CUT WITH PROPER BLADE ANY CONCRETE ENCOUNTERED

IN THE COURSE OF THIS WORK. ALL HOLES SHALL BE CORED DRILLED WITH DIAMOND

CORE BITS. THE USE OF JACK HAMMERS IS PROHIBITED.

48. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL DEBRIS FROM THE

MEDICAL CENTER DAILY AND DISPOSE OF SAME OFF THE BASE IN ACCORDANCE WITH

ALL LOCAL AND STATE REGULATIONS.

49. CONTRACTOR SHALL PROVIDE FOR OWN STORAGE SPACE AND SECURITY FOR SAME.

CONTRACTOR SHALL BE PROHIBITED FROM USING VA SPACE FOR

STORAGE.LOCATION TO BE COORDINATED WITH COTR AFTER NOTICE TO PROCEED

HAS BEEN ISSUED.

50. ALL WORK SHALL BE PERFORMED BY THOSE WHO ARE SKILLED IN THEIR TRADE,

JOURNEYMEN MECHANICS, TO PRODUCE A FIRST CLASS JOB. THE CONTRACTOR IS

ADVISED THAT WORK DEEMED UNSUITABLE, UNACCEPTABLE, SECOND CLASS IN

NATURE, BY THE VETERANS AFFAIRS SHALL BE DEEMED NON-ACCEPTABLE AND THE

CONTRACTOR SHALL REMOVE, REPLACE, RE-DO, TO THE SATISFACTION OF THE

DEPARTMENT OF VETERANS AFFAIRS, THE UNACCEPTABLE WORK AT NO ADDITIONAL

COST TO THE GOVERNMENT. THERE SHALL BE NO ADDITIONAL CLAIMS AGAINST THE

DEPARTMENT OF VETERANS AFFAIRS FOR THE ABOVE.

51. THE CONTRACTOR SHALL BE RESPONSIBLE TO REROUTE ANY UTILITY ENCOUNTERED

IN THE COURSE OF THIS PROJECT. THE CONTRACTOR IS ADVISED THAT THE

VETERANS AFFAIRS HAS MADE THE ATTEMPT TO IDENTIFY MAJOR UTILITIES TO BE

REROUTED.

52. ALL QUANTITIES SHOWN ON THE DRAWING ARE ESTIMATED QUANTITIES ONLY. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY AND

ASCERTAIN ALL EXISTING CONDITIONS, DIMENSIONS AND QUANTITIES.

53. THE GOVERNMENT SHALL NOT BE LIABLE FOR EXTRA PAYMENT SHOULD THE

CONTRACTOR UNDERESTIMATE QUANTITIES OF MATERIALS.

54. CONTRACTOR SHALL INSTALL AND MAINTAIN DUST BARRIERS OR TEMPORARY

CONSTRUCTION WALLS AS DIRECTED BY THE CONTRACTING OFFICER. REFER TO

DEMOLITION PLAN ON SHEET AS-1 AND ABATEMENT DRAWINGS FOR DUST BARRIER

OR TEMPORARY CONSTRUCTION WALL DETAILS AND LOCATIONS.

55. THE GOVERNMENT SHALL NOT BE LIABLE TO THE CONTRACTOR FOR DELAYS DUE TO

NON-DELIVERY OF MATERIALS, WEATHER DELAYS, MANPOWER SHORTAGE,

SUBMITTAL DELAYS, SUBMITTAL RETURNS, WORK STOPPAGES BY REPRESENTATIVES

OF THE GOVERNMENT, FOR ANY REASON, SAFETY DELAYS, REMOVAL AND

REPLACEMENT OF WORK DEEMED NON-ACCEPTABLE BY THE GOVERNMENT.

56. PRIOR TO ANY WELDING, CUTTING, BRAZING, SOLDERING, THE CONTRACTOR SHALL

OBTAIN A "HOT WORK PERMIT" FROM THE DEPARTMENT OF VETERANS AFFAIRS FIRE

DEPARTMENT. WITHOUT THIS PERMIT, HOT WORK SHALL NOT BE PERMITTED BY THE

GOVERNMENT.

57. THE CONTRACTOR SHALL MAINTAIN SECURITY FOR THE WORK AREA AND PROVIDE

KEYS TO THE CONTRACTING OFFICER FOR ACCESS.

58. THE CONTRACTOR SHALL MAINTAIN THE WORK SITE IN A NEAT AND CLEAN

CONDITION. THE WORK SITE SHALL BE BROOM CLEANED AT THE END OF EACH

WORKING DAY.

59. THE CONTRACTOR SHALL NOT LEAVE THE WORK AREA UNATTENDED FOR ANY

REASON, UNLESS SAFETY PARTITIONS, SAFETY FENCING ARE INSTALLED AND

SECURED.

60. THE CONTRACTOR SHALL PARK IN APPROVED PARKING SPACES ONLY.

61. THE CONTRACTOR SHALL BE ADVISED THAT THERE MAY BE ASBESTOS

ENCOUNTERED AT ANY TIME ON THE SITE. THE CONTRACTOR SHALL BE ADVISED

THAT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY ASBESTOS

ENCOUNTERED AND DISPOSE OF IT PROPERLY OFF THE SITE AND IN ACCORDANCE

WITH ALL LOCAL, CITY, STATE, FEDERAL, VA RULES REGULATIONS, LAWS, STATUTES

AND OTHERS.

62. THE CONTRACTOR SHALL TURN OVER, TO THE GOVERNMENT, AND END USER WASTE

DISPOSAL MANIFEST.

CARPENTRY

1. REFER TO DEMOLITION PLANS AND/OR ASBESTOS ABATEMENT PLANS FOR DUST

BARRIER AND/OR TEMPORARY CONSTRUCTION WALL DETAILS AND LOCATIONS. DUST

BARRIERS AND/OR TEMPORARY CONSTRUCTION WALLS SHALL BE SMOKE TIGHT AND

SHALL EXTEND FROM FLOOR TO CEILING DECK.

2. PLASTIC BARRIERS, MINIMUM OF 3 MILS THICK, SHALL BE USED AS TEMPORARY DUST

BARRIERS AND FURNITURE COVERINGS, AS/OR DIRECTED BY THE VA CONTRACTING

OFFICER. UNLESS OTHERWISE NOTED ON PLANS.

3. CONTRACTOR SHALL USE ONLY MATERIALS ,WHICH ARE CLASS A FIRE RATED ,IN ALL

NEW FINISH WORK.

4. CONTRACTOR SHALL PROTECT ALL SURFACES, NEW AND/OR EXISTING, FROM

DAMAGE DUE TO OR CAUSED BY CONSTRUCTION.

5. ALL DOOR HARDWARE AS MANUFACTURED BY "CORBIN RUSSWIN".

6. CONTRACTOR SHALL FURNISH AND INSTALL WELDED STEEL DOOR FRAMES,

THICKNESS AS INDICATED IN THE CONTRACT SPECIFICATIONS .CONTRACTOR SHALL

BE PROHIBITED FROM USING AND INSTALLING KNOCK DOWN FRAMES.

7. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE VA, COMPLETE DOOR, FRAME,

HARDWARE SUBMITTAL, AND COMPLETE SHOP DRAWINGS FOR DOORS INSTALLED AS

PART OF THIS CONTRACT.

8. CONTRACTOR SHALL PERFORM ALL WORK BY THOSE WHO ARE SKILLED IN THEIR

TRADE PRODUCING A FIRST CLASS JOB. -NOTE: THIS IS APPLICABLE TO ALL TRADES.

PLUMBING

1. CONTRACTOR SHALL PERFORM ALL PLUMBING IN ACCORDANCE WITH THE LATEST

EDITION OF THE NATIONAL PLUMBING CODE, ALL FEDERAL, STATE LOCAL RULES,

LAWS, REGULATIONS, VETERANS AFFAIRS (VA) SPECIFICATION.

2. CONTRACTOR SHALL INSTALL "K" COPPER, DRAWN, FOR ALL DOMESTIC WATER LINES

INSTALLED AS PART OF THIS PROJECT, UNLESS SPECIFICALLY DESIGNATED

ELSEWHERE IN THE PLANS, SPECIFICATIONS, OR BY THE CONTRACTING OFFICER.

3. CONTRACTOR SHALL SOLDER USING LEAD FREE SOLDER ONLY.

4. CONTRACTOR SHALL CORE DRILL ANY OPENING THRU CONCRETE WITH DIAMOND

CORE DRILL. CONTRACTOR SHALL SUPPLY, PROVIDE AND USE APPROPRIATE WET

VACS, DROP CLOTHS, OR ANY OTHER DEVICE TO PROTECT GOVERNMENT PROPERTY

DURING THIS OPERATION. THE CONTRACTOR SHALL BE FURTHER ADVISED THAT

THIS PROTECTION IS EXTENDED TO THE FLOOR BELOW.

5. CONTRACTOR SHALL INSTALL SLEEVES (BLACK IRON) IN ALL CONCRETE OPENINGS.

THIS SLEEVE SHALL BE WIDE ENOUGH SUCH THAT INSULATION WILL BE CONTINUOUS

THRU THE SLEEVE.

6. CONTRACTOR SHALL INSULATE ALL HOT WATER, COLD WATER, STEAM, CONDENSATE

RETURN, HOT WATER RETURN PIPING, INCLUDING ALL FITTINGS WITH SPECIFIED

INSULATION. ELBOWS, TEE'S, SHALL BE INSULATED WITH PLASTIC COVERS FILLED

WITH FIBERGLASS INSULATION. JACKET SHALL BE ASJ, BANDED AND STAPLED,

EXCEPT AS OTHERWISE NOTED ON THE PLANS AND SPECIFICATIONS.

7. CONTRACTOR SHALL LABEL ALL PIPING TO INDICATE FLOW DIRECTION AND CONTENT.

8. CONTRACTOR SHALL INSTALL 3 PIECE FULL PORT BALL VALVES FOR SHUTOFFS.

9. CONTRACTOR SHALL NUMBER AND LABEL ALL VALVES INSTALLED AS PART OF THIS

CONTRACT WITH BRASS TAGS. NUMBERS SHALL BE AS DESIGNATED BY THE

CONTRACTING OFFICER. CONTRACTOR SHALL SUBMIT TO THE CONTRACTING

OFFICER A TYPED LIST (4 COPIES) OF ALL VALVES INSTALLED AS PART OF THIS

PROJECT. THIS LIST SHALL BE INCLUSIVE AND INCLUDE, AS A MINIMUM, THE

FOLLOWING INFORMATION IN TABULAR FORM: VALVE

MARK-LOCATION-SIZE-TYPE-MANUFACTURER-FUNCTION.

10. CONTRACTOR SHALL INSTALL ALL PIPING IN A NEAT, PROFESSIONAL MANNER,

INDEPENDENTLY SUPPORTED FROM OTHER UTILITIES.

11. CONTRACTOR SHALL USE EXPANSION BOLTS (DRILLED) ONLY WHEN ANCHORING INTO

CONCRETE. USE OF EXPLOSIVE SHOTS ARE PROHIBITED WHEN ANCHORING INTO

CONCRETE.

12. CONTRACTOR SHALL SAW CUT ANY INTERIOR OR EXTERIOR CONCRETE OR ASPHALT

BEFORE REMOVING SAME.

13. CONTRACTOR SHALL INSTALL KEYLESS SHUTOFF VALVES ON ALL NEW FIXTURES AND

TURN OVER TO THE CONTRACTING OFFICER 2 SETS OF KEYS FOR EACH FIXTURE.

14. CONTRACTOR SHALL, PRIOR TO THE INSTALLATION OF ANY FIXTURE, TRIM, CARRIER,

SUBMIT FOR APPROVAL, MANUFACTURERS LITERATURE FOR ALL ITEMS.

15. CONTRACTOR SHALL TEST, IN THE PRESENCE OF THE VA CONTRACTING OFFICER,

ALL PIPING AND SUBMIT TO THE CONTRACTING OFFICER 4 COPIES OF THE TESTING

REPORT. TESTING SHALL BE AS INDICATED IN THE CONTRACT SPECIFICATIONS.

16. CONTRACTOR SHALL SUPPLY AND INSTALL UNIONS ON ALL VALVES, GAUGES,

THERMOMETERS, ETC., FOR EASY REMOVAL.

17. CONTRACTOR SHALL INSTALL DIELECTRIC FITTINGS ON ALL DISSIMILAR METALS AND

ON ALL FERROUS, NON-FERROUS PIPING.

18. CONTRACTOR SHALL ADVISE THE CONTRACTING OFFICER, IN WRITING A MINIMUM OF

48 HOURS PRIOR TO THE SHUTOFF OF ANY PLUMBING SYSTEM. THE CONTRACTOR

SHALL BE ADVISED THAT THE VETERANS AFFAIRS IS RESPONSIBLE FOR OPERATING

ANY EXISTING UTILITY VALVE. THE CONTRACTOR SHALL BE RESPONSIBLE TO

REPLACE ANY FAILED VALVE AT NO ADDITIONAL COST TO THE GOVERNMENT,

SHOULD THE CONTRACTOR EXERCISE VALVES WITHOUT THE PROPER

AUTHORIZATION.

Drawing Title

Approved: Facility Director , VAHVHCS:

Project Title

Date

Location

Checked

Building(s) Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: NORTH:

Revisions: Date:

Approved: John Cliffe, Facility Chief of Engineering

08-17-2021Bid Documents

08-16-2021100% Working Drawing Submission

05-21-202195% Working Drawing Submission

02-26-202165% Working Drawing Submission

06-25-201835% Working Drawing Submission

10-05-2017100% Preliminary Design Submission

APPROVED:

Dwg. 02 of 61

GI 001

AMI

Montrose, New York

08-17-2021

620-20-206

APPROVED:

General Notes and

Requirements

Firehouse Enhancement

KEY PLAN

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text Engineering Service

Bid Documents Submission GI 001

NOT IN CONTRACT (N.I.C.)

AREA PART OF ELECTRICAL WORK.

SEE DRAWINGS FOR DETAILS

NOT IN CONTRACT (N.I.C.)

Drawing Title

Approved: Facility Director , VAHVHCS:

Project Title

Date

Location

Checked

Building(s) Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: NORTH:

Revisions: Date:

Approved: John Cliffe, Facility Chief of Engineering

08-17-2021Bid Documents

08-16-2021100% Working Drawing Submission

05-21-202195% Working Drawing Submission

02-26-202165% Working Drawing Submission

06-25-201835% Working Drawing Submission

10-05-2017100% Preliminary Design Submission

APPROVED:

Dwg. 03 of 61

GP 100

AMI

Montrose, New York

08-17-2021

620-20-206

APPROVED:

General Phasing Plans

Firehouse Enhancement

KEY PLAN

BLDG. 19 PHASE I - ROOF

SCALE:

" = 1'-0"

BLDG. 19 PHASE II - GROUND FLOOR

SCALE:

" = 1'-0"

AutoCAD SHX Text D.S.

AutoCAD SHX Text 7D

AutoCAD SHX Text 7C

AutoCAD SHX Text 7Z

AutoCAD SHX Text

TRANSFORMER ROOM 16

AutoCAD SHX Text

LOUNGE 7A

AutoCAD SHX Text

OFFICE 7F

AutoCAD SHX Text

M & R GARAGE 1

AutoCAD SHX Text

COMMUNICATIONS 7E

AutoCAD SHX Text

OFFICE 7F1

AutoCAD SHX Text

STORAGE 6

AutoCAD SHX Text

GARAGE 7

AutoCAD SHX Text

KITCHEN 9

AutoCAD SHX Text

- 5A

AutoCAD SHX Text

- 1A

AutoCAD SHX Text

CORRIDOR 2Z

AutoCAD SHX Text

QUARTERS 5

AutoCAD SHX Text

CORRIDOR 9Z

AutoCAD SHX Text

MAIN. AND REPAIR SHOP -

AutoCAD SHX Text

TOILET -

AutoCAD SHX Text

FIRE DEPT. GARAGE -

AutoCAD SHX Text

SHOWER RM 10

AutoCAD SHX Text

TOILET RM 8

AutoCAD SHX Text R.D.

AutoCAD SHX Text

BUILT-UP ROOF

AutoCAD SHX Text

18" DIA. VENTILATION

AutoCAD SHX Text

PHASE I - AREA OF WORK

AutoCAD SHX Text

PHASE I - AREA OF WORK

AutoCAD SHX Text

PHASE I - AREA OF WORK

AutoCAD SHX Text

18" DIA. VENTILATION

AutoCAD SHX Text

A/C INLET

AutoCAD SHX Text

A/C INLET

AutoCAD SHX Text

24" DIA. VENTILATION

AutoCAD SHX Text

24" DIA. VENTILATION

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text

00/AD-100

AutoCAD SHX Text

00/AD-100

AutoCAD SHX Text

PHASE I - AREA OF WORK

AutoCAD SHX Text

NOT IN CONTRACT (N.I.C.)

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text Engineering Service

Bid Documents Submission GP 100

NOT IN CONTRACT (N.I.C.)

AREA PART OF ELECTRICAL WORK.

SEE DRAWINGS FOR DETAILS

NOT IN CONTRACT (N.I.C.)

NOT IN CONTRACT (N.I.C.) NOT IN CONTRACT (N.I.C.)

NOT IN CONTRACT (N.I.C.)

AREA PART OF ELECTRICAL WORK.

SEE DRAWINGS FOR DETAILS

EXIT 01

EXIT 02

LIFE SAFETY SYMBOLS

DEAD-END PATH OF TRAVEL

EXIT LIGHTING

FIRE EXTINGUISHER

CABINET (FEC)

FIRE EXTINGUISHERS (FE)

FIRE HOSE CABINETS (FHC)

HEAT

DETECTOR

SMOKE

DETECTOR

DIRECTION OF EGRESS

50'-0"

AGGRAGATE DISTANCE

WIDTH PROVIDED

P:XX"

R:XX"

WIDTH REQUIRED

PARTITION RATING GRAPHICS:

4 HR FIRE BARRIER

3 HR FIRE BARRIER

2 HR FIRE & SMOKE BARRIER

2 HR FIRE BARRIER

2 HR FIRE BARRIER/SHAFT

1 HR FIRE & SMOKE BARRIER

1 HR FIRE BARRIER

1 HR FIRE BARRIER/SHAFT

SMOKE PARTITION (NON RATED)

NON RATED

PARTITION RATING GRAPHIC DESIGNATION: PRIORITY

1 HIGHEST

5 LOWEST

PARTITIONS REQUIRED TO BE SMOKE RESISTANT,

FIRE RESISTANT, OR BOTH FIRE AND SMOKE

RESISTANT ARE SHOWN GRAPHICALLY ON PLANS

WITH HATCH PATTERNS.

CRITICAL PATH OF TRAVEL

FEC-#

RECESSED:

SURFACE MNT:

SEE: (C2/A-722)

SEE: (F8/A-722)TYPE

LIFE SAFETY CODE REQUIREMENTS:

MIXED BUILDING OCCUPANCY TYPE:

PRIMARY - LODGING (EXISTING) OCCUPANCY PER

CHAPTER 26; SECONDARY - STORAGE (EXISTING) ,

OCCUPANCY PER CHAPTER 42.

6.1.14.1.3 Where incidental to another occupanct, areas

used as follows shall be permitted to be considered part of the predominant occupancy and shall be subject to the provisions of the

Code that apply to the predominant occupancy:

6.1.14.3 Mixed Occupancies

6.1.14.3.2 The building shall comply with the most

restrictive requirements of the occupancies involved, unless separate safeguards are approved.

6.2 Hazard of Contents.

6.2.1.3 For the purpose of this Code, where difference

degrees of hazard of contents exist in different parts of a building or structure, the most hazardous shall govern the classification, unless hazardous areas are separated or protected as specified in Section 8.7 and the applicable sections of Chapters 11 through 43.

EXIT ACCESS TRAVEL DISTANCE:

26.1 The travel distance between any point in a room

and an exit shall not exceed 150 ft.

26.2 The maximum travel distance.shall be permitted to

be increased by 50 ft in buildings protected throughout by an approved automatic sprinkler system in accordance with Section 9.7.

LODGING OCCUPANCY; PROTECTED = 200'-0"

OCCUPANT LOAD:

26.1.1.1 Occupant Load. The requirements of this

chapter shall apply to buildings that provide sleeping accommodations for 16 or fewer persons on either a transient or permanent basis, with or without meals, but with separate cooking facilities for individual occupants, except as provided for Chapter 24.

CALCULATED OCCUPANT LOADS

PROJECT AREA = 15 TOTAL OCCUPANTS

MEANS OF EGRESS:

26.2 Capacity of Means of Egress.

26.2.1.1.1 Every sleeping room and living area shall have

access to a primary means of escape complying with Chapter 24 and located to provide safe path of travel to the outside.

24.2.2.1.1 In dwellings or dwelling units of two rooms or

more, every sleeping room and every living area shall have not less than one primary means of escape and one secondary means of escape.

24.2.2.1.2 A secondary means of escape shall not be

required where one of the following conditions is met...

(1) The bedroom or living area has a door leading directly to the outside of the building at or to the finished ground level

(2) The dwelling unit is protected throughout by an approved automatic sprinkler system in accordance with 24.3.5..

PROTECTION FROM HAZARDS:

26.3.2 Protection from Hazards. Alcohol based

hand-rub dispensers in accordance with 8.7.33 shall be permitted.

DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS

26.3.4.1.2 A fire alarm system in accordance with Section

9.6 shall not be required in existing lodging and rooming houses that have an existing smoke detection system meeting or exceeding the requirements of 26.3.4.5.1 where that detection system includes not less one manual fire alarm box per floor arranged to initiate the smoke detection alarm.

26.3.4.2. Initiation of the required fire alarm system shall

be by manual means in accordance with 9.6.2 or by alarm initiation in accordance with 9.6.2.1

(3) in buildings protected throughout by an approved automatic sprinkler system.

26.3.4.3. Notification Occupant notification shall be

provided automatically in accordance with 9.6.3, as modified by 26.3.4.3.1 and 26.3.4.3.2.

26.3.4.5 SMOKE ALARMS

26.23.4.5.1 Approved smoke alrms, other than existing smoke

alarms meeting the requirements of 26.3.4.5.3 shall be installed in acordance with 9.6.2.10 in every sleeping room.

26.3.4.6 CARBON MONOXIDE ALARMS AND CARBON

MONOXIDE DETECTION SYSTEM

26.3.4.6.1 Carbon monoxide alarms or carbon monoxide

detectors in accordance with Section 9.12 and

26.3.4.6 shall be provided in new lodging or rooming houses where either of the following conditions exist:

(1) Lodging or rooming houses with communicating attached garage, unless otherwise exempted by 26.3.4.6.3.

26.3.4.6.2 Where required by 26.3.4.6.1, carbon monoxide

detectors alarms or carbon monoxide detectors shall be installed in the following locations:

(1) Outside of each separate sleeping area in the immediate vicinity of the sleeping rooms.

26.3.4.6.3 Carbon monoxide alarms and carbon monoxide

detectors as specified in 26.3.4.6.1.(1) shall not be required in the following locations:

(1) In garages

(2) Within lodging and rooming houses with communicating attached garages that are open parking structures as defined by the building code

(3) Within lodging or rooming houses with communicating attached garages that are mechanically ventilated in accordance with the mechanical code.

26.3.5 SEPARATION OF SLEEPING ROOMS

26.3.5.1 All sleeping rooms shall be separated from escape

route corrdiors by smoke partitions in accordance with Section 8.4.

26.3.5.5 Doors shall be provided with latches or other

mechanisms suitable for keeping doors closed.

26.3.5.6 Doors shall not be arranged to prevent the

occupant from closing the door.

26.7 OPERATING FEATURES

26.7.2 Integrated Fire protection and Life Safety Systems -

Integrated fire protection and life safety systems shall be tested in accordance with 9.11.4.1.

APPLICABLE BUILDING CODES

a. 2018 NFPA 101 LIFE SAFETY CODE & 2016 NFPA 72

NATIONAL FIRE ALARM AND SIGNALING CODE &

2016 NFPA 13 STANDARD FOR INSTALLATION OF

SPRINKLER SYSTEMS. EXCEPTION OF NFPA 5000

AND NFPA 900

b. 2021 INTERNATIONAL MECHANICAL CODE (IPC)

c. OCCUPATIONAL, SAFETY AND HEALTH

ADMINISTRATION (OSHA) STANDARDS.

d. VA SEISMIC DESIGN REQUIREMENTS, H-18-8

e. 2020 NATIONAL ELECTRICAL CODE (NEC)

f. 2021 INTERNATIONAL PLUMBING CODE (IPC)

g. ASME BOILER AND PRESSURE VESSEL CODE

h. ASME CODE FOR PRESSURE PIPING

i. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT,

BARRIER FREE DESIGN GUIDE (PG-18-13)

j. BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE, AMERICAN CONCRETE INSTITUTE AND

COMMENTARY (ACI 318)

k. MANUAL OF STEEL CONSTRUCTION, LOAD AND

RESISTANCE.

l. STANCE FACTOR DESIGN SPECIFICATIONS FOR

STRUCTURAL STEEL BUILDINGS, AMERICAN

INSTITUTE OF STEEL CONSTRUCTION (AISC)

m. ENERGY POLICY ACT OF 2005 (EPACT)

n. DOE INTERIM FINAL RULE: ENERGY CONSERVATION

STANDARDS FOR NEW FEDERAL, COMMERCIAL AND

MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS

AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10

CFR PARTS 433, 434 AND 435.

o. FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND

SUSTAINABLE BUILDINGS: MEMORANDUM OF

UNDERSTANDING (MOU)

p. EXECUTIVE ORDER 13834: STRENGTHENING

FEDERAL ENVIRONMENTAL, ENERGY, AND

TRANSPORTATION MANAGEMENT

q. THE PROVISIONS FOR CONSTRUCTION AND SAFETY

SIGNS. STATED IN THE GENERAL REQUIREMENTS

SECTION 01 00 00 AND 01 35 26 OF THE VA MASTER

CONSTRUCTION SPECIFICATION.

r. VENTILATION FOR ACCEPTABLE INDOOR AIR

QUALITY - ASHRAE STANDARD 62.1-2019; MEDICAL

SPACES - ASHRAE 170-2017, NON-MEDICAL SPACES

- ASHRAE 62.1-2019; ASHRAE 90.1-2019; ASHRAE

189.1-2017.

s. SAFETY STANDARD FOR REFRIGERATION SYSTEMS

- ASHRAE STANDARD 15-2019

t. 2018 INTERNATIONAL BUILDING CODE (IBC) WHERE

DIRECTED BY VA STANDARDS

u. UNLESS NOTED OTHERWISE, CURRENT EDITION OF

APPLICABLE STANDARD OR CODE SHALL BE USED.

APPLICABLE BUILDING GUIDES

a. VA FIRE PROTECTION DESIGN GUIDE, 7TH EDITION

(2015)

CONSTRUCTION TYPE:

TYPE II (111) PER NFPA 220, Chapter 4

FIRE RESISTIVE CONSTRUCTION (NFPA 220 Table 4.1.1)

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING

ELEMENTS:

STRUCTURAL FRAME 0 HOURS

NON-BEARING WALLS 0 HOURS

BEARING WALLS 0 HOURS

FLOORS 0 HOURS

ROOFS/ CEILINGS 0 HOURS

FIRE RESISTIVE CONSTRUCTION FOR OCCUPANCY (VA &

NFPA 101) FIRE RESISTANCE RATING REQUIREMENTS

FOR SPACES BY FUNCTION:

ELECTRICAL CLOSETS

(DEPENDENT ON EQUIPMENT SIZE) 1 HOUR

SMOKE COMPARTMENTS 1 HOUR

SOILED UTILITY ROOMS 1 HOUR

VERTICAL SHAFTS / STAIRS 2 HOURS

MEDICAL GAS / HAZARDOUS

STORAGE 2 HOURS

CLASSIFICATION OF OCCUPANCY:

EXISTING: LODGING Occupancy per Chapter 25.

EXISTING: STORAGE - LOW HAZARD Occupancy per

Chapter 42.

LOCKING OF EGRESS DOORS:

LOCKING OF EGRESS DOORS ARE NOT FOR CLINICAL

NEED. DELAYED EGRESS PROVIDED PER 18.2.2.2.4 &

7.2.1.6.1

PROTECTION OF VERTICAL OPENINGS:

18.3.1 Protection of Vertical Openings.

18.3.1.1 Any vertical opening shall be enclosed or

protected in accordance with Section 8.6, unless otherwise permitted.

COMMON PATH OF TRAVEL

DISTANCE TABLE

DEAD-END PATH #1 25'-2"

DEAD-END PATH #2 24'-8"

COMMON PATH 19'-9"

CRITICAL PATH 53'-5"

Drawing Title

Approved: Facility Director , VAHVHCS:

Project Title

Date

Location

Checked

Building(s) Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: NORTH:

Revisions: Date:

Approved: John Cliffe, Facility Chief of Engineering

08-17-2021Bid Documents

08-16-2021100% Working Drawing Submission

05-21-202195% Working Drawing Submission

02-26-202165% Working Drawing Submission

06-25-201835% Working Drawing Submission

10-05-2017100% Preliminary Design Submission

APPROVED:

Dwg. 04 of 61

LS 100

AMI

Montrose, New York

08-17-2021

620-20-206

APPROVED:

Critical Path and Life Safety

Notes

Firehouse Enhancement

KEY PLAN

DEMOLITION PLAN

SCALE:

" = 1'-0"

NEW CONSTRUCTION PLAN

SCALE:

" = 1'-0"

AutoCAD SHX Text D.S.

AutoCAD SHX Text 7D

AutoCAD SHX Text 7C

AutoCAD SHX Text 7Z

AutoCAD SHX Text

TRANSFORMER ROOM 16

AutoCAD SHX Text

LOUNGE 7A

AutoCAD SHX Text

OFFICE 7F

AutoCAD SHX Text

M & R GARAGE 1

AutoCAD SHX Text

COMMUNICATIONS 7E

AutoCAD SHX Text

OFFICE 7F1

AutoCAD SHX Text

STORAGE 6

AutoCAD SHX Text

GARAGE 7

AutoCAD SHX Text

KITCHEN 9

AutoCAD SHX Text

- 5A

AutoCAD SHX Text

- 1A

AutoCAD SHX Text

CORRIDOR 2Z

AutoCAD SHX Text

QUARTERS 5

AutoCAD SHX Text

CORRIDOR 9Z

AutoCAD SHX Text

MAIN. AND REPAIR SHOP -

AutoCAD SHX Text

TOILET -

AutoCAD SHX Text

FIRE DEPT. GARAGE -

AutoCAD SHX Text

SHOWER RM 10

AutoCAD SHX Text

TOILET RM 8

AutoCAD SHX Text

NOT IN CONTRACT (N.I.C.)

AutoCAD SHX Text D.S.

AutoCAD SHX Text

TRANSFORMER ROOM (23)

AutoCAD SHX Text

FIRE DEPT. GARAGE 08

AutoCAD SHX Text

BUNK 06 17

AutoCAD SHX Text

BUNK 02 12

AutoCAD SHX Text

BUNK 03 13

AutoCAD SHX Text

BUNK 04 14

AutoCAD SHX Text

BUNK 05 15

AutoCAD SHX Text

CHIEF OFFICE 01A

AutoCAD SHX Text

BUNK 08 19

AutoCAD SHX Text

BUNK 07 18

AutoCAD SHX Text

BUNK 01 11

AutoCAD SHX Text

CHIEF BUNK 16

AutoCAD SHX Text

TELECOMM. CLOSET 16A

AutoCAD SHX Text

STEAM CLOSET 16B

AutoCAD SHX Text

FIRE SUPP. CL. 16C

AutoCAD SHX Text

CORRIDOR E C05

AutoCAD SHX Text

CORRIDOR C C03

AutoCAD SHX Text

CORRIDOR D C04

AutoCAD SHX Text

CORRIDOR A C01

AutoCAD SHX Text

COMM. RM. 01

AutoCAD SHX Text

KITCHEN 03

AutoCAD SHX Text

W. SHOWER 04

AutoCAD SHX Text

W. TOILET 05

AutoCAD SHX Text

M. TOILET 06

AutoCAD SHX Text

M. SHOWER 07

AutoCAD SHX Text

ELECTRICAL RM. 09A

AutoCAD SHX Text

LAUNDRY AND UTILITY RM. 09

AutoCAD SHX Text

AMBULANCE BAY 10

AutoCAD SHX Text

COMMUNITY ROOM 02

AutoCAD SHX Text

CORRIDOR B C02

AutoCAD SHX Text

STORAGE (20)

AutoCAD SHX Text

HAMPER ALCOVE

AutoCAD SHX Text

TOWEL STORAGE

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

REFRIGE

AutoCAD SHX Text

EXTRAC.

AutoCAD SHX Text

WASHER

AutoCAD SHX Text

DRYER

AutoCAD SHX Text

M & R GARAGE 21

AutoCAD SHX Text

NEW MAIN. AND REPAIR AREA -

AutoCAD SHX Text

FUTURE PANEL

AutoCAD SHX Text

NEW

AutoCAD SHX Text

NEW

AutoCAD SHX Text

NEW

AutoCAD SHX Text

B19-MDP

AutoCAD SHX Text

NEW B-19 EDPB

AutoCAD SHX Text

NEW ATS #2

AutoCAD SHX Text

AutoCAD SHX Text B19-G-L

AutoCAD SHX Text B-19-G-10G

AutoCAD SHX Text

EXISTING ATS #1

AutoCAD SHX Text

PP-03 (B-19-G-R)

AutoCAD SHX Text

PP-04 (B-19-G-L)

AutoCAD SHX Text

DEADEND #2 TRAVEL: 24'-8"

AutoCAD SHX Text

CRITICAL PATH OF TRAVEL TO EXIT: 53'-5"

AutoCAD SHX Text

COMMON PATH OF TRAVEL: 19'-9"

AutoCAD SHX Text

NOT IN CONTRACT (N.I.C.)

AutoCAD SHX Text

DEADEND TRAVEL #1: 25'-2"

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text Engineering Service

Bid Documents Submission LS 100

LOT "H"

SPACES: 54

SITE GENERAL NOTES:

Drawing Title

Approved: Facility Director , VAHVHCS:

Project Title

Date

Location

Checked

Building(s) Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: NORTH:

Revisions: Date:

Approved: John Cliffe, Facility Chief of Engineering

Firehouse Enhancement at FDR

08-17-2021Bid Documents

08-16-2021100% Working Drawing Submission

05-21-202195% Working Drawing Submission

02-26-202165% Working Drawing Submission

06-25-201835% Working Drawing Submission

10-05-2017100% Preliminary Design

APPROVED:

Dwg 05 of 61

SP 100

AMI

Montrose, New York

08-30-2021

620-17-000

APPROVED:

Existing Utilities and Site Plan

Ground Floor

Scale: As Noted

EXISTING SITE & UTILITY PLAN

SCALE: 1" = 20'-0"

KEY PLAN

AutoCAD SHX Text

MH #68

AutoCAD SHX Text

MH #69

AutoCAD SHX Text

MH #70

AutoCAD SHX Text

MH #66

AutoCAD SHX Text

MH #65

AutoCAD SHX Text

MH #71

AutoCAD SHX Text

MH #62

AutoCAD SHX Text

SMH #36

AutoCAD SHX Text

SMH #33

AutoCAD SHX Text

SMH #35

AutoCAD SHX Text

SMH #15

AutoCAD SHX Text

FH #07

AutoCAD SHX Text

FH #08

AutoCAD SHX Text

PIV-16

AutoCAD SHX Text

PIV-12

AutoCAD SHX Text

PIV-19

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text

SMH #32

AutoCAD SHX Text #26

AutoCAD SHX Text #25

AutoCAD SHX Text #27

AutoCAD SHX Text #29

AutoCAD SHX Text #30

AutoCAD SHX Text #28

AutoCAD SHX Text

AutoCAD SHX Text #31

AutoCAD SHX Text

ELMH 09

AutoCAD SHX Text L55

AutoCAD SHX Text L54

AutoCAD SHX Text

ELMH 08

AutoCAD SHX Text

APPROXIMATE TEMPORARY OFFICE TRAILOR LOCATION.

AutoCAD SHX Text

APPROXIMATE DUMPSTER LOCATION.

AutoCAD SHX Text

1. CONTRACTOR SHALL INSTALL FENCING AROUND PERIMETER CONTRACTOR SHALL INSTALL FENCING AROUND PERIMETER OF STAGING AND WASTE AREAS. 2. PRIOR TO START OF WORK, THE CONTRACTOR SHALL PRIOR TO START OF WORK, THE CONTRACTOR SHALL PROVIDE A TEMPORARY OFFICE CONTAINER EQUIVALENT TO THE 8'-0" x 40'-0" OFFICE CONTAINER AVAILABLE FROM "MOBILE MODULAR PORTABLE STORAGE, 499 HOLLYWOOD AVENUE, S. PLAINFIELD, N.J. 07080. 3. CONTRACTOR SHALL BE RESPONSABLE FOR THE COSTS CONTRACTOR SHALL BE RESPONSABLE FOR THE COSTS FOR DELIVERY AND RENTAL OF THE CONTAINER FOR THE DURATION OF THE PROJECT. 4. APPROXIMATE LOCATION OF THE TRAILOR IS SHOWN ON APPROXIMATE LOCATION OF THE TRAILOR IS SHOWN ON SHEET "SP 100". THE FINAL LOCATION OF THE TEMPORARTY OFFICE CONTAINER SHALL BE COORDINATED WITH THE V.A. COR. 5. CONTRACTOR SHALL BE RESPONSABLE FOR ALL LABOR, CONTRACTOR SHALL BE RESPONSABLE FOR ALL LABOR, MATERIAL, EQUIPMENT, AND SUPERVISION REQUIRED TO CONNECT THE TEMPORARY OFFICE CONTAINER TO AN EXISTING V.A. PANEL (SEE ELECTRICAL PLANS) PER THE INSTRUCTIONS FROM THE CONTAINER MANUFACTURER. 6. CONTRACTOR SHALL REMOVE EXISTING CIRCUIT BREAKERS CONTRACTOR SHALL REMOVE EXISTING CIRCUIT BREAKERS IN THE EXISTING PANEL SERVING CIRCUITS NO LONGER NEEDED IN SPACE TO BE RENOVATED TO ACCOMMODATE THE NEW CIRCUIT BREAKER TO BE FURNISHED AND INSTALLED BY THE CONTRACTORFOR THE NEW ELECTRICAL FEEDER THE THE TEMPORARY TRAILOR. 7. CONTRACTOR SHALL FURNISH AND INSTALL A "NEMA 4X" CONTRACTOR SHALL FURNISH AND INSTALL A "NEMA 4X" DESCONNECT SWITCH ON THE EXTERIOR WALL IN THE VACINITY OF THE TEMPORARY OFFICE CONTAINER. 8. CIRCUIT BREAKER AND DISCONNECT SWITCH SHALL BE CIRCUIT BREAKER AND DISCONNECT SWITCH SHALL BE SIZED ACCORDING TO THE CONTAINER MANUFACTURER'S SPECIFICATIONS. 9. TEMPORARY ACCESS CABLE FROM THE EXISTING TEMPORARY ACCESS CABLE FROM THE EXISTING ELECTRICAL PANEL TO THE OUTSIDE "NEMA 4X" DISCONNECT SWITCH AND FROM THE OUTSIDE DISCONNECT SWITCH TO THE CONNECTION ON THE TEMPORARY OFFICE CONTAINER SHALL HAVE COPPER, NOT ALUMINUM, NOT ALUMINUM, , CONDUCTORS, AND SHALL BE INSTALLED NEATLY AND SAFELY WITHOUT ANY POSSIBLE TRIPPING HAZARDS. 10. CONTRACTOR SHALL CORE DRILL AND FIRESTOP/WATER CONTRACTOR SHALL CORE DRILL AND FIRESTOP/WATER SEAL OPENING IN EXTERIOR WALL WHERE ACCESS CABLE PENETRATES EXTERIOR WALL. 11. AT THE END OF THE PROJECT, THE CONTRACTOR SHALL AT THE END OF THE PROJECT, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DISCONNECT SWITCH, CIRCUIT BREAKER, AND ALL CABLING BACK TO THE SOURCE PANEL.

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 5, 2021.