Drawings 561A4-22-104.pdf
PDF 9 MB Posted
- Attached to
- Y1DA--561A4-22-104 Upgrade HVAC & Bathroom B-12
- Solicitation number
- 36C24226R0026
About this file
These are design and construction documents for an HVAC and bathroom upgrade project at Building 12 of the VA Lyons Medical Center in Lyons, New Jersey. The project, designated VA Project No. 561-A4-22-104, involves comprehensive renovation work including demolition, mechanical, electrical, and plumbing systems upgrades. The construction documents, prepared by Fellenzer Engineering L.L.P., include detailed plans for HVAC system modifications, bathroom renovations, electrical system updates, and infrastructure improvements. The project is structured in phases, with a total duration of 24 weeks, including submittals, mobilization, demolition, construction, and project closeout. The documents specify low-risk infection control requirements, ADA compliance details, and include comprehensive technical drawings covering architectural, mechanical, electrical, and plumbing systems for the facility.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Wage Determination.pdf | ||
| 852.219-75 Limitation on Subcontracting.pdf | ||
| Buy American Certificate.pdf | ||
| 561A4-22-104 Specifications.pdf | ||
| 36C24226R0026.pdf | ||
| 36C24226R0026.docx | DOCX document |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Utility Box
D
S
HOLDING TANK
MANHOLE
VAULT
VAULT
VAULT
VAULT
295.5
G G
TB
TB
FP
FP
FP
FP
TB
TB
PILE
PILE
PHRAGMITES
PHRAGMITES
PHRAGMITES
PHRAGMITES
BUILDING # 118
E
CHWS
CH
W
S
CHWR
CH
W
R
SF SF
SF
SF
SF
GI-001
TITLE SHEET
FELLENZER ENGINEERING L.L.P.
CONSULTING ENGINEERS
DRAWING LIST
UPGRADE HVAC & BATHROOM
BUILDING 12 VA LYONS MEDICAL CENTER
VA PROJECT NO. 561-A4-22-104
DRAWING NO. DRAWING TITLE
GI-002 SITE PLAN & NOTES
CAMPUS SITE PLANAERIAL MAP
MH-001 HVAC SYMBOLS, ABBREVIATIONS & NOTES
MH-101 HVAC & GENERAL CONSTRUCTION PLAN
MH-701 HVAC DETAILS
MHD-101 HVAC & GENERAL DEMOLITION PLAN
ES-001 ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES
ES-701 ELECTRICAL DETAILS
ES-101 ELECTRICAL FIRST FLOOR DEMOLITION & CONSTRUCTION POWER PLAN
ES-801 ELECTRICAL SCHEDULES
PL-001 PLUMBING SYMBOLS, ABBREVIATIONS & NOTES
PL-101 PLUMBING CONSTRUCTION PLAN
PD-101 PLUMBING DEMOLITION PLAN
AS-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS & NOTES
AD-101 ARCHITECTURAL DEMOLITION FLOOR & REFLECTIVE CEILING PLANS
AS-201
ARCHITECTURAL CONSTRUCTION FLOOR PLANS AND SECTION
V.A.M.C. LYONS, NJ
UPGRADE HVAC SYSTEM AND
BATHROOM
561-A4-22-104 Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Drawing Number
Drawn
Dwg. of
CONSULTANTS: ARCHITECT/ENGINEERS:
Office of Construction and Facilities Management
REV # DATEREVISION DESCRIPTION
7/16/24
JOHN D. FELLENZER, P.E.
UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A
LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF
STATE EDUCATION LAW
ENGINEERING LLPFE PROJECT NO: 23-171
22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735
181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com
FOR CONSTRUCTION
No.JO
HN D . F E L L ENZ ER
S T
AT E O F NEW J ERS EY
PRO F E S S I O N A L E N G I N E E
R
L I CENSED
GE543091
ELECTRICAL FIRST FLOOR DEMOLITION & CONSTRUCTION LIGHTING PLANES-201
GI-001 TITLE SHEET
AS-401 ARCHITECTURAL INTERIOR ELEVATIONS AND DETAILS
AS-501 ARCHITECTURAL ADA DETAILS
AS-502 ARCHITECTURAL WALL TYPES, PARTITIONS AND DETAILS
PL-701 PLUMBING DETAILS
AS-503 ARCHITECTURAL DETAILS AND SCHEDULES
AS-101
ARCHITECTURAL REFLECTIVE CEILING PLAN
BUILDING 12
AREA OF
WORK
GI-003 ICRA PLAN AND PHASING
AutoCAD SHX Text
OIL
AutoCAD SHX Text
OIL
AutoCAD SHX Text
OIL
AutoCAD SHX Text
OIL
AutoCAD SHX Text
OIL
AutoCAD SHX Text
VENT
AutoCAD SHX Text
VENT
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text
TWIN 12" TREE
AutoCAD SHX Text
6" TREE
AutoCAD SHX Text
TRAILER
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
GAS MARKOUT
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
DITCH
AutoCAD SHX Text
DITCH
AutoCAD SHX Text E
AutoCAD SHX Text W
AutoCAD SHX Text
LYONS, NJ CAMPUS
AutoCAD SHX Text
VA NJ HEALTH CARE SYSTEM
AutoCAD SHX Text
PROJECT TITLE:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
NJ PROFESSIONAL ENGINEER NO. GE543091 EXP. 4/26
AutoCAD SHX Text
22 MULBERRY STREET MIDDLETOWN, NEW YORK 10940
S
S
S
S
S
S
S
E
U U
U U
UU
U U
U U
U
U
UU
U
U
U
U
U
UU
U
U
U
U
U
U
UU
U
U
U
U
U
S
E
ST
E
U
E
ST
ST
E
T
E
E
E
BLDG
# 70
BLDG
# 47
BLDG
# 52
BLDG # 11
BUILDING # 12
FIRE HOUSE
BUILDING
# 13
BUILDING
# 14
BUILDING
# 136
BUILDING # 15
BUILDING
# 13
T
S
U
G G
T
S
X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XXX
E
XXXXXXXXX
X X
X X
X X
XXXXXXXX
X
X X
X X
X X
X X
X X
XXX
X X
X
X X
X X
X X
X X
X X X
X
X X X X X X X X X X
X X
X
BUILDING # 12
FIRE HOUSE
GI-002
SITE PLAN & NOTES
V.A.M.C. LYONS, NJ
UPGRADE HVAC SYSTEM AND
BATHROOM
561-A4-22-104 Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Drawing Number
Drawn
Dwg. of
CONSULTANTS: ARCHITECT/ENGINEERS:
Office of Construction and Facilities Management
REV # DATEREVISION DESCRIPTION
7/16/24
JOHN D. FELLENZER, P.E.
UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A
LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF
STATE EDUCATION LAW
ENGINEERING LLPFE PROJECT NO: 23-171
22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735
181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com
FOR CONSTRUCTION
No.JO
HN D . F E L L ENZ ER
S T
AT E O F NEW J ERSEY
PRO F E S S I O N A L E N G I N E E
R
L I CENSED
GE543091
SAFETY NOTES:
LEGEND:
GENERAL NOTES:
TEMPORARY CONSTRUCTION PARTITION
WITH DOUBLE MAN GATE DETAIL2
GI-002
8' TEMPORARY CONSTRUCTION FENCING DETAIL3
GI-002
TEMPORARY CONSTRUCTION SITE PLAN1
AutoCAD SHX Text
OIL
AutoCAD SHX Text
OIL
AutoCAD SHX Text
OIL
AutoCAD SHX Text
VENT
AutoCAD SHX Text
VENT
AutoCAD SHX Text T
AutoCAD SHX Text
STM
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
(E) STEAM MH-1
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text
EXISTING STEAM VENTS WITH TEST STATIONS
AutoCAD SHX Text a)
AutoCAD SHX Text CB GRATE = 275.22' a) INV = 272.77' (10" CLAY)
AutoCAD SHX Text
STEAM MANHOLE DRAIN CLEANOUT
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
W/F GARAGE
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
EOP
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
TRAILER
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
ELEC. BOX
AutoCAD SHX Text
EOP
AutoCAD SHX Text
24" SPRUCE
AutoCAD SHX Text
WATER
AutoCAD SHX Text
AREA OF WORK
AutoCAD SHX Text 40'x40'±PROPOSED STAGING AREA (MUST BE LOCKED AND SECURED WHEN NOT ATTENDED.)
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
NJ PROFESSIONAL ENGINEER NO. GE543091 EXP. 4/26
AutoCAD SHX Text
1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES & REGULATIONS FOR THE DEMOLITION THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES & REGULATIONS FOR THE DEMOLITION AND CONSTRUCTION OPERATIONS ON BUILDINGS. 2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR TO PROVIDE TO VA CONTRACTING OFFICER'S PRIOR TO START OF CONSTRUCTION, CONTRACTOR TO PROVIDE TO VA CONTRACTING OFFICER'S REPRESENTATIVE (COR) AND VA SAFETY REPRESENTATIVE A COMPLETE AND DETAILED CONSTRUCTION PLAN INCLUDING: CONSTRUCTION PHASING PLAN, CONSTRUCTION SCHEDULE, SAFETY PLAN WITH FALL PROTECTION SHOWING ALL SAFETY MEASURES BEING TAKEN TO PROTECT AREAS, EQUIPMENT AND PEOPLE BELOW AREAS OF WORK. CONSTRUCTION PLAN TO BE APPROVED BY VA PRIOR TO START OF WORK. 3. PROVIDE REFLECTIVE VINYL SIGNAGE FOR ALL FIRE DEPARTMENT CONNECTIONS FOR THE DURATION OF THE PROVIDE REFLECTIVE VINYL SIGNAGE FOR ALL FIRE DEPARTMENT CONNECTIONS FOR THE DURATION OF THE PROJECT. SIGNAGE TO NOTE "DO NOT BLOCK" "FIRE DEPARTMENT CONNECTION". 4. CONTRACTOR SHALL PROVIDE SAFETY & CONSTRUCTION SIGNS PER THE VA REQUIREMENTS DESCRIBED IN CONTRACTOR SHALL PROVIDE SAFETY & CONSTRUCTION SIGNS PER THE VA REQUIREMENTS DESCRIBED IN SPECIFICATION SECTION 01 00 00. ALL SIGNAGE TO BE REVIEWED AS PART OF THE SAFETY PLAN. . 5. CONTRACTOR MUST PROTECT ALL EXISTING VEGETATION DURING EACH PHASE OF WORK BY AN APPROVED VA CONTRACTOR MUST PROTECT ALL EXISTING VEGETATION DURING EACH PHASE OF WORK BY AN APPROVED VA METHOD. REFER TO SPECIFICATION 01 00 00 FOR FURTHER INFORMATION. 6. PERMISSION FOR THE VACATING OF ANY BUILDING AREA MUST BE REQUESTED AT LEAST TWO (2) WEEKS IN PERMISSION FOR THE VACATING OF ANY BUILDING AREA MUST BE REQUESTED AT LEAST TWO (2) WEEKS IN ADVANCE FOR COORDINATION WITH VA AND OCCUPANTS. NOTIFICATION OF EQUIPMENT & MATERIAL HANDLING APPROVAL AUTHORIZATION MUST BE ISSUED BEFORE WORK MAY BE DONE IN THESE AREAS. CONSULT WITH VA COR FOR ANY CRANE WORK OR MATERIAL LOADING BEING PERFORMED ABOVE OCCUPIED AREAS.
AutoCAD SHX Text
1. FINAL LOCATION FOR STAGING SHALL BE COORDINATED WITH THE VA COR PRIOR TO START OF ANY WORK. FINAL LOCATION FOR STAGING SHALL BE COORDINATED WITH THE VA COR PRIOR TO START OF ANY WORK. 2. HAZARDOUS MATERIAL IS ANTICIPATED ON ALL BUILDINGS (16, 18, 19, 20 & 21) AND MUST BE REMEDIATED HAZARDOUS MATERIAL IS ANTICIPATED ON ALL BUILDINGS (16, 18, 19, 20 & 21) AND MUST BE REMEDIATED BY A CERTIFIED INDUSTRIAL HYGIENIST PRIOR TO ANY REPLACEMENT OR REPAIR. SEE SPECIFICATIONS FOR HAZARDOUS REMEDIATION REQUIREMENTS. 3. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND STORAGE AREA PER VA GUIDELINES & STANDARDS. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND STORAGE AREA PER VA GUIDELINES & STANDARDS. REFER TO DETAILS 2&3/GI-002. 4. COORDINATE WITH THE VA FOR MAXIMUM AVAILABLE AREAS FOR CONTRACTOR TRAILERS AND MATERIAL STORAGE. COORDINATE WITH THE VA FOR MAXIMUM AVAILABLE AREAS FOR CONTRACTOR TRAILERS AND MATERIAL STORAGE. CONTRACTOR TO MINIMIZE SPACE AND DURATION OF USE OF THESE SPACES AS MUCH AS POSSIBLE. 5. ANY DISTURBANCE TO TRAFFIC FLOW IN PARKING LOT AT THE VA CAMPUS, INCLUDING LIFTING OF EQUIPMENT ANY DISTURBANCE TO TRAFFIC FLOW IN PARKING LOT AT THE VA CAMPUS, INCLUDING LIFTING OF EQUIPMENT OR MATERIAL, MUST TAKE PLACE AFTER 5 PM AND BEFORE 6:30 AM, MONDAY THROUGH FRIDAY, OR AT ANY TIME ON WEEKENDS. MINOR MATERIAL DELIVERIES AND REMOVALS MAY TAKE PLACE DURING NORMAL BUSINESS HOURS BY USE OF THE VA APPROVED ELEVATORS. 6. CONTRACTOR TO SUPPLY AND MAINTAIN DUMPSTERS FOR CONSTRUCTION DEBRIS. CONTRACTOR TO SUPPLY AND MAINTAIN DUMPSTERS FOR CONSTRUCTION DEBRIS. 7. USE OF VA DUMPSTERS OR COMPACTOR IS NOT ALLOWED. USE OF VA DUMPSTERS OR COMPACTOR IS NOT ALLOWED. 8. PROVIDE TARP; DUMPSTERS TO BE COVERED AT ALL TIMES. PROVIDE TARP; DUMPSTERS TO BE COVERED AT ALL TIMES. 9. DUMPSTERS TO BE REMOVED/REPLACED WITHIN 24 HOURS OF REACHING MAXIMUM ALLOWABLE CAPACITY. ALL DUMPSTERS TO BE REMOVED/REPLACED WITHIN 24 HOURS OF REACHING MAXIMUM ALLOWABLE CAPACITY. ALL DISPOSAL FEES BY THE CONTRACTOR. 10. PROVIDE WARNING SIGNS IN AREA OF DUMPSTERS AND AS DIRECTED BY VA. PROVIDE WARNING SIGNS IN AREA OF DUMPSTERS AND AS DIRECTED BY VA. 11. PROVIDE NETTING AND BRIDGING TO PROTECT AREAS AND WALKWAYS THAT ARE BELOW THE LIFT AREA. PROVIDE NETTING AND BRIDGING TO PROTECT AREAS AND WALKWAYS THAT ARE BELOW THE LIFT AREA. 12. ALL OUTSIDE LIFTS OF EQUIPMENT OR MATERIAL TO BE PERFORMED DURING THE HOURS AFTER 5:00 PM AND ALL OUTSIDE LIFTS OF EQUIPMENT OR MATERIAL TO BE PERFORMED DURING THE HOURS AFTER 5:00 PM AND BEFORE 6:30 AM, MONDAY THROUGH FRIDAY, OR DURING THE WEEKEND. 13. ALL SUSPENDED SCAFFOLDING SYSTEMS, LIFTS AND LOAD PLACED ON THE ROOF SHALL NOT EXCEED 40 PSF. ALL SUSPENDED SCAFFOLDING SYSTEMS, LIFTS AND LOAD PLACED ON THE ROOF SHALL NOT EXCEED 40 PSF. LIFTS REQUIRE ADDITIONAL WEIGHT WAIVER SHALL BE COORDINATED AND THE ACTUAL LOCATION OF PLACEMENT BE DEFINED WITH A NEW WEIGHT LIMIT/RESTRICTION. 14. PRIOR TO STARTING WORK, SUBMIT FOR VA APPROVAL DETAILED SCHEDULE INDICATING ALL WORK THAT MAY PRIOR TO STARTING WORK, SUBMIT FOR VA APPROVAL DETAILED SCHEDULE INDICATING ALL WORK THAT MAY AFFECT THE OWNER'S USE OF THE FACILITY, INCLUDING UTILITY SHUT DOWNS, NOISE GENERATING ACTIVITIES, OPERATIONS IMPACTING TRAFFIC PATTERNS, AND AREAS AFFECTING PATIENT PRIVACY. 15. PROTECT ALL EXISTING COMPONENTS TO BE LEFT IN PLACE, INCLUDING PAVING, LANDSCAPING AND OTHER SITE PROTECT ALL EXISTING COMPONENTS TO BE LEFT IN PLACE, INCLUDING PAVING, LANDSCAPING AND OTHER SITE COMPONENTS. 16. MAINTAIN A WEATHER-TIGHT ENCLOSURE OVER THE OCCUPIED SPACE BENEATH THE WORK AREA AT ALL TIMES. MAINTAIN A WEATHER-TIGHT ENCLOSURE OVER THE OCCUPIED SPACE BENEATH THE WORK AREA AT ALL TIMES. 17. ALL COSTS ASSOCIATED FOR TEMPORARY PROTECTION OF ROOF IN EFFECTED AREA SHALL BE BY THE ALL COSTS ASSOCIATED FOR TEMPORARY PROTECTION OF ROOF IN EFFECTED AREA SHALL BE BY THE CONTRACTOR AND AT NO ADDITIONAL COST TO THE VA. 18. TRAFFIC MUST ALWAYS HAVE AT LEAST 1 LANE OPEN AT ALL TIMES FOR EMERGENCY VEHICLE ACCESS. IF TRAFFIC MUST ALWAYS HAVE AT LEAST 1 LANE OPEN AT ALL TIMES FOR EMERGENCY VEHICLE ACCESS. IF DOWN TO 1 LANE EVEN FOR A VERY SHORT PERIOD OF TIME, FLAG PERSONS MUST DIRECT TRAFFIC ON BOTH ENDS OF THE CLOSURE AS WELL AS THE VISITOR'S PARKING LOT ENTRANCES. 19. PEDESTRIAN AND VEHICULAR TRAFFIC TO BE MAINTAINED AT ALL TIMES AT THE MAIN ENTRANCE. DO NOT PEDESTRIAN AND VEHICULAR TRAFFIC TO BE MAINTAINED AT ALL TIMES AT THE MAIN ENTRANCE. DO NOT IMPACT PICK-UP OR DROP-OFF OPERATIONS AT ANY TIMES. 20. USE OF NOISE & VIBRATION EMITTING POWER TOOLS MAY BE USED DURING THE HOURS OF 7:30-5:00PM, USE OF NOISE & VIBRATION EMITTING POWER TOOLS MAY BE USED DURING THE HOURS OF 7:30-5:00PM, MONDAY - FRIDAY, WITHIN NOISE & VIBRATION LIMITS SPECIFIED BY THE VA. PERMISSION MUST BE REQUESTED AT LEAST 72 HOURS IN ADVANCE & APPROVAL AUTHORIZED BEFORE USE OF ANY SUCH EQUIPMENT. 21. VA COR OR SAFETY OFFICER CAN STOP THE USE OF NOISE & VIBRATION EMITTING POWER TOOLS AT ANY TIME VA COR OR SAFETY OFFICER CAN STOP THE USE OF NOISE & VIBRATION EMITTING POWER TOOLS AT ANY TIME IF THE NOISE & VIBRATION IMPACTS ANY HOSPITAL FUNCTION. IF THIS OCCURS, WORK MUST BE PERFORMED OFF HOURS, BY USE OF HAND TOOLS OR AT AN ALTERNATE TIME AS APPROVED BY VA COR OR SAFETY OFFICER. 22. SMOKING IS PROHIBITED ON THE VA MEDICAL CENTER PROPERTY, INCLUDING PARKING LOTS AND STORAGE SMOKING IS PROHIBITED ON THE VA MEDICAL CENTER PROPERTY, INCLUDING PARKING LOTS AND STORAGE AREAS. 'SMOKING' INCLUDES THE USE OF ELECTRONIC CIGARETTES AND CIGARS.
AutoCAD SHX Text
PROPOSED STAGING AREA
AutoCAD SHX Text
FIRE DEPARTMENT SIAMESE CONNECTION (DO NOT BLOCK)
AutoCAD SHX Text
BUILDING IN PROJECT SCOPE
AutoCAD SHX Text
DOOR OPENING TO REMAIN OPERATIONAL AT ALL TIMES,
AutoCAD SHX Text
PROPOSED TEMPORARY FENCING, SEE DETAILS 1&2/GI-003.
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
1. SEE GI-002 FOR LOCATIONS OF TEMPORARY CONSTRUCTION FENCING AND SEE GI-002 FOR LOCATIONS OF TEMPORARY CONSTRUCTION FENCING AND ADDITIONAL INFORMATION. 2. 2x11GA WIRE FILL 2x11GA WIRE FILL 3. TENSION BANDS W/ NUTS AND BOLTS (NOT PRESS CLIPS) TENSION BANDS W/ NUTS AND BOLTS (NOT PRESS CLIPS) 4. WIRE TIES EVERY 12" WIRE TIES EVERY 12" 5. PROVIDE SAND BAGS AS ADDITIONAL SUPPORT ATOP STABILIZERS/STANDS. PROVIDE SAND BAGS AS ADDITIONAL SUPPORT ATOP STABILIZERS/STANDS. 6. VINYL PRIVACY INSERTS OR PRE-APPROVED NETTING/FILTER FABRIC SHALL BE VINYL PRIVACY INSERTS OR PRE-APPROVED NETTING/FILTER FABRIC SHALL BE INSTALLED ON TEMPORARY CONSTRUCTION FENCING.
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text
TENSION BANDS
AutoCAD SHX Text
GRADE
AutoCAD SHX Text 8'
AutoCAD SHX Text 36"
AutoCAD SHX Text 16"
AutoCAD SHX Text
STABILIZERS/ STANDS
AutoCAD SHX Text
FENCE STABILIZERS/ STANDS
AutoCAD SHX Text
FRONT VIEW
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text
TOP VIEW
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
SILT FENCE (WHERE REQUIRED)
AutoCAD SHX Text
PROVIDE (2) FILLED SAND BAGS FOR EACH STABILIZER/STAND FOR STABILITY.
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text
GRADE
AutoCAD SHX Text 8'
AutoCAD SHX Text
MAX.
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
1. VINYL PRIVACY INSERTS OR PRE-APPROVED NETTING/FILTER FABRIC VINYL PRIVACY INSERTS OR PRE-APPROVED NETTING/FILTER FABRIC SHALL BE INSTALLED ON TEMPORARY CONSTRUCTION FENCING. 2. CENTER RAIL REQUIRED ON GATE LEAVES. CENTER RAIL REQUIRED ON GATE LEAVES. 3. CONTRACTOR TO PROPOSE AND COORDINATE LOCATION WITH VA. SEE CONTRACTOR TO PROPOSE AND COORDINATE LOCATION WITH VA. SEE GI-002 FOR APPROXIMATE LOCATIONS.
AutoCAD SHX Text
TENSION BANDS
AutoCAD SHX Text
STABILIZERS/ STANDS
AutoCAD SHX Text
PROVIDE (2) FILLED SAND BAGS FOR EACH STABILIZER/STAND FOR STABILITY.
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
CENTER RAIL
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text N.T.S.
SCALE: N.T.S.
GI-003
ICRA PLAN &
PHASING NOTES
V.A.M.C. LYONS, NJ
UPGRADE HVAC SYSTEM AND
BATHROOM
561-A4-22-104 Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Drawing Number
Drawn
Dwg. of
CONSULTANTS: ARCHITECT/ENGINEERS:
Office of Construction and Facilities Management
REV # DATEREVISION DESCRIPTION
7/16/24
JOHN D. FELLENZER, P.E.
UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A
LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF
STATE EDUCATION LAW
ENGINEERING LLPFE PROJECT NO: 23-171
22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735
181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com
FOR CONSTRUCTION
No.JO
HN D . F E L L ENZ ER
S T
AT E O F NEW J ERSEY
PRO F E S S I O N A L E N G I N E E
R
L I CENSED
GE543091
DURATION DESCRIPTION
Weeks 1-6 Submittals & Mobilization & ICRA Barriers Constructed
Weeks 7 - 9 PHASE 1: Demolition Work
Weeks 10-21 PHASE 2: Construction Work
Week 22-24 Project Close Out
Project Duration: 168 Days
Notes:
1. Certain activities may be combined for expediency.
2. All phasing and work is subject to the owner occupancy schedule.
3. All work needs to be coordinated with the COR in advance.
4. There will be no re-mobilization cost permitted. All work must be completed in allotted time frame.
5. Refer to spec section 01 32 16.15 for more information on Project Scheduling
Requirements.
GENERAL PROJECT PHASING NOTES:
CONSTRUCTION PHASING PLAN
24 WEEKS TOTAL
ICRA FLOOR PLAN - LOW RISK1
Description of Required Infection Control Precautions by Class During Construction Project Upon Completion of
1. Perform work activity in a manner that does not create dust.
2. Immediately replace any ceiling tile, close access panels, etc., upon completion of work.
3. Any materials and equipment being brought into the facility must be free of contaminants and loose material.Le ve l I
1. Provide active means to control airborne dust from dispersing into occupied areas and/or water mist surface to control dust (e.g., Mobile Dust Containment Cart or some other system).
2. Ensure worker clothing is clean and free of visible dust before leaving the work area.
3. Remove or isolate air diffusers (supply and return) to protect the HVAC system from dust and reduce air turbulence.
Rebalance system to address diffuser isolation.
4. When the work involves or impacts potable water systems including stagnation due to reduced usage, the piping shall be flushed twice a week or isolated from the main system.
5. Seal doors to prevent dust migration.
6. Contain all trash and debris in the work area. Perform daily cleaning and disposal of trash (covered) from work area using an identified exit route.
7. Any equipment, tools, or materials removed from the work area must be in sealed containers and/or cleaned of dust and debris prior to removal from the area.
8. Nonporous/smooth and cleanable containers (with a hard lid) must be used to transport trash and debris from the construction areas. These containers must be damp-wiped cleaned and free of visible dust/debris before leaving the contained work area.
9. Install a sticky (dust collection) mat at entrance of contained work area based on facility policy. Sticky mats must be changed routinely and when visibly soiled.
10. Maintain clean surroundings when area is not contained by damp mopping or HEPA vacuuming surfaces at least daily.
Cleaning:
1. Clean work areas including all environmental surfaces, high horizontal surfaces and flooring materials.
2. Check all supply and return air registers for dust accumulation on upper surfaces as well as air diffuser surfaces.
HVAC Systems:
1. Remove isolation of HVAC system in areas where work is being performed.
Verify that HVAC systems are clean and operational.
2. Verify the HVAC systems meet original airflow and air exchange design specifications.
Water systems:
1. Until the potable water system is activated and in use, flushing shall continue at least twice per week in accordance with VHA Directive 1061.
Le ve l I I
PATIENT RISK GROUP FOR "TYPE C" CONSTRUCTION
LOW RISK GROUP
LEVEL II
UL U465 (1 HOUR RATED)
FIRECODE 'X' GYPSUM BD PANELS APPLIED VERTICALLY OR
HORIZONTALLY. HORIZONTAL JOINTS NEED NOT BE
STAGGERED. FACE LAYER JOINTS TO BE FINISHED. FIRE
CAULK ALL PENETRATIONS.
CONSTRUCTION PARTITION WALL DETAIL
N.T.S.2
NOTE:
AutoCAD SHX Text
EXISTING OFFICE
AutoCAD SHX Text
EXISTING KITCHEN
AutoCAD SHX Text
EXISTING BATH
AutoCAD SHX Text
EXISTING MEN'S SLEEPING QUARTERS
AutoCAD SHX Text
EXISTING WOMEN'S SLEEPING QUARTERS
AutoCAD SHX Text
EXISTING HALLWAY
AutoCAD SHX Text
EXISTING OFFICE
AutoCAD SHX Text
EXISTING IT OFFICE
AutoCAD SHX Text
EXISTING DAY ROOM
AutoCAD SHX Text
EXISTING ALCOVE
AutoCAD SHX Text
LOCKER ROOM
AutoCAD SHX Text
EXISTING IT ROOM
AutoCAD SHX Text
UNISEX BATHING ROOM
AutoCAD SHX Text
CHIEF'S OFFICE
AutoCAD SHX Text
SHELVING
AutoCAD SHX Text
LOCKERS
AutoCAD SHX Text
PROVIDE ICRA BARRIER, SEE DETAIL 2/GI-003
AutoCAD SHX Text
PROVIDE CONSTRUCTION TACKY MATS (TYP.)
AutoCAD SHX Text ALL WORK IN THIS OFFICE IS TO BE DONE DURING OFF HOURS AND CLOSELY COORDINATED WITH THE VA STAFF
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
NJ PROFESSIONAL ENGINEER NO. GE543091 EXP. 4/26
AutoCAD SHX Text
1. THE PROJECT PHASING (BASE BID) IS TO COMPLETE WORK IN BLDG 12. THE PROJECT PHASING (BASE BID) IS TO COMPLETE WORK IN BLDG 12. 2. SPECIFIC PHASING DETAILS MUST BE PROVIDED PER DIVISION 01 "PROJECT SPECIFIC PHASING DETAILS MUST BE PROVIDED PER DIVISION 01 "PROJECT SCHEDULE SUBMISSION". 3. REFER TO SPEC SECTION 01 32 16.15 FOR MORE INFORMATION ON PROJECT REFER TO SPEC SECTION 01 32 16.15 FOR MORE INFORMATION ON PROJECT 01 32 16.15 FOR MORE INFORMATION ON PROJECT FOR MORE INFORMATION ON PROJECT SCHEDULING REQUIREMENTS.
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text SMALL-SCALE CONSTRUCTION, RENOVATION, OR MAINTENANCE GENERALLY DEFINED AS FOLLOWS: WORK REQUIRING LONGER THAN A SINGLE WEEK TO COMPLETE BUT NOT EXCEEDING 6 MONTHS. PATIENTS AND EMPLOYEES ARE NOT TO BE IN THE AREA UNTIL ACTIVITY IS COMPLETED. DEMOLITION/REMOVAL OF PREEXISTING FLOOR COVERING, CASEWORK, LAY-IN CEILING, OR OTHER ARCHITECTURAL ELEMENTS. DEMOLITION/REMOVAL OF MORE THAN 32 FT2 OF DRYWALL/FRAMING, HARD CEILINGS, AND DOORS/FRAMING AND MINIMAL INFRASTRUCTURE SUCH AS ELECTRICAL CIRCUITS AND BRANCH PIPING. INSTALLATION OF NEW WALLS, CEILINGS AND DOORS INCLUDING FRAMING, DRYWALL/PLASTER AND ASSOCIATED WORK. PLUMBING WORK SUCH AS THE INSTALLATION OF NEW SINKS, SHOWERS AND TOILETS AND ASSOCIATED PLUMBING. SHUT DOWN OF SECTIONS OF POTABLE WATER SYSTEMS. ELECTRICAL WORK SUCH AS INSTALLATION OF CONDUIT AND WIRE FOR LIGHTING, RECEPTACLES AND SWITCHES FOR AN AREA, THE INSTALLATION OF CONDUIT AND WIRE FOR NEW DEVICES SUCH AS TERMINAL UNITS, FANS ETC. MODIFICATION OF EXISTING FIRE ALARM AND SUPPRESSION SYSTEMS. MECHANICAL WORK SUCH AS THE INSTALLATION OF DUCTWORK, DIFFUSERS, AND TERMINAL UNITS FOR AN AREA.
AutoCAD SHX Text
FRAMING TO DECK
AutoCAD SHX Text
CONTINUOUS BOTTOM RUNNER TRACK
AutoCAD SHX Text
SEALANT - BOTH SIDES
AutoCAD SHX Text 3 5/8" x 20 GAUGE MTL STUDS 16" ON CENTER
AutoCAD SHX Text
5/8" FIRECODE 'C' OR 'X' GYPSUM WALL BD. (1) LAYER EACH SIDE
AutoCAD SHX Text
LINE OF STRUCTURE ABOVE
AutoCAD SHX Text
3" MINERAL WOOL SOUND
AutoCAD SHX Text
ATTENUATION BATT. INSULATION
AutoCAD SHX Text
CONTINUOUS TOP RUNNER TRACK
AutoCAD SHX Text
U.L. LISTED FIRE CAULK
AutoCAD SHX Text
COMPLETE, BOTH SIDES
1. TEMPORARY OR PRE-FAB BARRIERS, TYPICAL OF STARC OR APPROVED TEMPORARY OR PRE-FAB BARRIERS, TYPICAL OF STARC OR APPROVED ALTERNATE, CAN BE UTILIZED PER V.A. DISCRETION AND APPROVAL.
FLOOR PLAN LEGEND
RCP LEGEND
EQUIP LEGEND
SL
"GENERAL" NOTES:
PROJECT SCOPE OF WORK
ARCHITECTURAL - GENERAL: NOTES,
SYMBOLS & ABBREVIATIONS.
ABBREVIATIONS
GENERAL SYMBOLS
ARCHITECTURAL LINE TYPES
GENERAL SPECIFICATIONS:
V.A.M.C. LYONS, NJ
UPGRADE HVAC SYSTEM AND
BATHROOM
561-A4-22-104 Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Drawing Number
Drawn
Dwg. of
CONSULTANTS: ARCHITECT/ENGINEERS:
Office of Construction and Facilities Management
REV # DATEREVISION DESCRIPTION
7/16/24
JOHN D. FELLENZER, P.E.
UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A
LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF
STATE EDUCATION LAW
ENGINEERING LLPFE PROJECT NO: 23-171
22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735
181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com
FOR CONSTRUCTION
No.JO
HN D . F E L L ENZ ER
S T
A T E O F NEW J ERS EY
PRO F E S S I O N A L E N G I N E E
R
L I CENSED
GE543091
LEGEND
AS-001
AutoCAD SHX Text
EXISTING AREA TO REMAIN (NOT IN SCOPE)
AutoCAD SHX Text
AREA IN SCOPE
AutoCAD SHX Text
EXISTING WALL TO REMAIN
AutoCAD SHX Text
EXISTING DOOR TO REMAIN
AutoCAD SHX Text
EXISTING WALL TO BE REMOVED
AutoCAD SHX Text
EXISTING DOOR TO BE REMOVED
AutoCAD SHX Text
NEW WALL
AutoCAD SHX Text
NEW DOOR
AutoCAD SHX Text
XXX
AutoCAD SHX Text
PLUMBING FIXTURES TO REMAIN
AutoCAD SHX Text
PLUMBING FIXTURES TO BE REMOVED
AutoCAD SHX Text
NEW PLUMBING FIXTURES
AutoCAD SHX Text
EXISTING CASEWORK TO REMAIN
AutoCAD SHX Text
EXISTING CASEWORK TO BE REMOVED
AutoCAD SHX Text
NEW CASEWORK
AutoCAD SHX Text
EXISTING GRID/CEILING TILE TO REMAIN
AutoCAD SHX Text
EXISTING GRID/CEILING TILE TO BE REMOVED
AutoCAD SHX Text NEW GRID/2'x2' CEILING TILE
AutoCAD SHX Text
EXISTING GYPSUM CEILING TO REMAIN
AutoCAD SHX Text
EXISTING GYPSUM CEILING TO BE REMOVED
AutoCAD SHX Text
NEW GYPSUM CEILING
AutoCAD SHX Text
EXISTING RETURN TO REMAIN
AutoCAD SHX Text
EXISTING SUPPLY TO REMAIN
AutoCAD SHX Text
EXISTING EXHAUST TO REMAIN
AutoCAD SHX Text EXISTING 2'x2' LIGHT TO REMAIN
AutoCAD SHX Text
FIRE EXTINGUISHER CABINET
AutoCAD SHX Text
FIRE HOSE CABINET
AutoCAD SHX Text
ZONE VALVE BOX. COORDINATE WITH PLUMBING DWGS
AutoCAD SHX Text
MED GAS ALARM PANEL. COORINATE WITH PLUMBING DWGS
AutoCAD SHX Text
ELECTRICAL PANEL. COORDINATE WITH ELECTRICAL DWGS
AutoCAD SHX Text
NEW CORNER GUARD
AutoCAD SHX Text
FEC
AutoCAD SHX Text
FHC
AutoCAD SHX Text
ZV
AutoCAD SHX Text
AP
AutoCAD SHX Text
PP
AutoCAD SHX Text EXISTING 2'x4' LIGHT TO REMAIN
AutoCAD SHX Text
FIRE SPRINKLER HEAD TO REMAIN
AutoCAD SHX Text 2x2 ACCESS PANEL
AutoCAD SHX Text 2x4 ACCESS PANEL
AutoCAD SHX Text
CEILING MOUNTED SPEAKER
AutoCAD SHX Text
CEILING MOUNTED EXIT SIGN
AutoCAD SHX Text
SP
AutoCAD SHX Text
NEW WALL GUARD
AutoCAD SHX Text
EXISTING WINDOW TO BE REMOVED
AutoCAD SHX Text
NEW WINDOW
AutoCAD SHX Text
EXISTING WINDOW TO REMAIN
AutoCAD SHX Text
1. ALL WORK SHALL BE PERFORMED, MONDAY THRU FRIDAY, DURING NORMAL BUSINESS ALL WORK SHALL BE PERFORMED, MONDAY THRU FRIDAY, DURING NORMAL BUSINESS HOURS OF 8:00AM - 4:30PM, EXCEPT SATURDAY, SUNDAY AND HOLIDAYS, EXCEPT AS 4:30PM, EXCEPT SATURDAY, SUNDAY AND HOLIDAYS, EXCEPT AS 4:30PM, EXCEPT SATURDAY, SUNDAY AND HOLIDAYS, EXCEPT AS APPROVED BY VA COR. WORK MAY BE PERFORMED OUTSIDE OF THESE HOURS AND ON WEEKENDS, IF SCHEDULED IN ADVANCED WITH THE COR, SAFETY OFFICER AND SECURITY, AT NO ADDITIONAL COST TO THE VA. WRITTEN APPROVAL MUST BE OBTAINED FROM COR. 2. THE CONTRACTOR SHALL BE REQUIRED TO WORK PRIME TIME AND OVERTIME TO 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 VA COTR AT NO ADDITIONAL COST TO THE GOVERNMENT. 3. CONTRACTOR SHALL ABIDE BY THEIR OWN EXPENSE TO THE LATEST EDITIONS OF ALL CONTRACTOR SHALL ABIDE BY THEIR OWN EXPENSE TO THE LATEST EDITIONS OF ALL OSHA REGULATIONS AND REQUIREMENTS. 4. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN IN THE FIELD, ALL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN IN THE FIELD, ALL EXISTING UTILITIES, EXISTING CONDITIONS, FIELD MEASUREMENTS, DIMENSIONS, QUANTITIES, RELATED TO THE PROJECT. 5. IT IS RECOMMENDED THAT THE CONTRACTOR PERFORM A DOCUMENTED SITE VISIT IT IS RECOMMENDED THAT THE CONTRACTOR PERFORM A DOCUMENTED SITE VISIT PRIOR TO BID. 6. CONTRACTOR SHALL SUBMIT FOR APPROVAL ALL MATERIALS USED FOR CONSTRUCTION CONTRACTOR SHALL SUBMIT FOR APPROVAL ALL MATERIALS USED FOR CONSTRUCTION AND ALL EQUIPMENT INTENDED FOR INSTALLATION IN THIS PROJECT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN THE LOCATION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN THE LOCATION, DEPTH, DIRECTION, SIZE, OF ANY AND ALL UTILITIES EXISTING IN THE GENERAL VICINITY OF THE WORK AREA. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY UTILITY DISRUPTED, 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. THE CONTRACTOR SHALL IDENTIFY ANY NON-FUNCTIONING UTILITY/SYSTEM, PRIOR TO THE START OF WORK TO USACE AND VA COTR. 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. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SUPPORT ANY UTILITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SUPPORT ANY UTILITY ENCOUNTERED IN THE COURSE OF THIS WORK. 10. THE CONTRACTOR SHALL LEAVE THE WORK SITE CLEAN AND SECURED AT THE END 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. 11. THE CONTRACTOR IS ADVISED THAT THEY ARE SOLELY RESPONSIBLE FOR THE SAFETY THE CONTRACTOR IS ADVISED THAT THEY ARE SOLELY RESPONSIBLE FOR THE SAFETY OF THE WORKSITE 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 USACE AND VA COTR OR HIS DESIGNEE. 12. THE CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE ACTION TO ALLEVIATE ANY THE CONTRACTOR SHALL TAKE IMMEDIATE CORRECTIVE ACTION TO ALLEVIATE ANY SAFETY HAZARD, CONDITION, ETC., AS INDICATED BY USACE AND VA COTR. 13. ALL WORK SHALL BE AS DIRECTED BY REPRESENTATIVES OF THE DEPARTMENT OF ALL WORK SHALL BE AS DIRECTED BY REPRESENTATIVES OF THE DEPARTMENT OF VETERANS AFFAIRS. 14. THERE SHALL BE NO CLAIMS AGAINST THE DEPARTMENT OF VETERANS AFFAIRS FOR 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. 15. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE A "AS AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE A "AS CONSTRUCTED DRAWING" FOR THE WORK. THIS DRAWING SHALL BE SUBMITTED ON FOR THE WORK. THIS DRAWING SHALL BE SUBMITTED ON FOR THE WORK. THIS DRAWING SHALL BE SUBMITTED ON MYLAR REPRODUCIBLE, 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 MYLAR 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. IS REQUIRED FOR EACH UTILITY. IS REQUIRED FOR EACH UTILITY. 16. CONTRACTOR SHALL SAW CUT WITH PROPER BLADE ANY CONCRETE ENCOUNTERED IN 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 WITHIN BUILDINGS. 17. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL DEBRIS FROM THE 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. 18. CONTRACTOR SHALL PROVIDE FOR OWN STORAGE SPACE AND SECURITY FOR SAME. CONTRACTOR SHALL PROVIDE FOR OWN STORAGE SPACE AND SECURITY FOR SAME. CONTRACTOR SHALL BE PROHIBITED FROM USING VA SPACE FOR STORAGE. 19. ALL WORK SHALL BE PERFORMED BY THOSE WHO ARE SKILLED IN THEIR TRADE, 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 DEPARTMENT OF VETERANS AFFAIRS SHALL BE DEEMED NON-ACCEPTABLE AND THE CONTRACTOR SHALL REMOVE, REPLACE, RE-DO, TO THE SATISFACTION OF USACE AND THE DEPARTMENT OF VETERANS AFFAIRS, THE UNACCEPTABLE WORK AT NO ADDITIONAL COST TO THE GOVERNMENT. THERE SHALL BE NO ADDITIONAL CLAIMS AGAINST USACE AND THE DEPARTMENT OF VETERANS AFFAIRS FOR THE ABOVE. 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO REROUTE ANY UTILITY ENCOUNTERED IN THE CONTRACTOR SHALL BE RESPONSIBLE TO REROUTE ANY UTILITY ENCOUNTERED IN THE COURSE OF THIS PROJECT. THE CONTRACTOR IS ADVISED THAT THE DEPARTMENT OF VETERANS AFFAIRS HAS MADE THE ATTEMPT TO IDENTIFY MAJOR UTILITIES TO BE REROUTED. 21. ALL QUANTITIES SHOWN ON THE DRAWING ARE ESTIMATED QUANTITIES ONLY. IT 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. 22. THE GOVERNMENT SHALL NOT BE LIABLE FOR EXTRA PAYMENT SHOULD THE THE GOVERNMENT SHALL NOT BE LIABLE FOR EXTRA PAYMENT SHOULD THE CONTRACTOR UNDERESTIMATE QUANTITIES OF MATERIALS. 23. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT AT THE CONTRACTOR'S EXPENSE. 24. THE CONTRACTOR IS ADVISED THAT DRAWINGS ARE AVAILABLE FOR REVIEW FOR ALL THE CONTRACTOR IS ADVISED THAT DRAWINGS ARE AVAILABLE FOR REVIEW FOR ALL UTILITIES. THE CONTRACTOR SHALL BE ADVISED THAT ALL UTILITIES ARE TO BE VERIFIED AND ASCERTAINED IN THE FIELD BY THE CONTRACTOR. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING PHONE SYSTEM, CAUSED BY CONSTRUCTION AND SHALL REPAIR ANY DAMAGE AT THE CONTRACTOR'S EXPENSE. ANY AND ALL TELEPHONE WORK SHALL BE COORDINATED WITH THE TELEPHONE COMPANY ON THE MEDICAL CENTER. 26. CONTRACTOR SHALL INSTALL AND MAINTAIN DUST BARRIERS AS DIRECTED BY VA COR. CONTRACTOR SHALL INSTALL AND MAINTAIN DUST BARRIERS AS DIRECTED BY VA COR. 27. THE GOVERNMENT SHALL NOT BE LIABLE TO THE CONTRACTOR FOR DELAYS DUE TO 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. 28. PRIOR TO ANY WELDING, CUTTING, BRAZING, SOLDERING, THE CONTRACTOR SHALL 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. 29. THE CONTRACTOR SHALL MAINTAIN SECURITY FOR THE WORK AREA AND PROVIDE KEYS THE CONTRACTOR SHALL MAINTAIN SECURITY FOR THE WORK AREA AND PROVIDE KEYS TO VA COTR FOR ACCESS. 30. THE CONTRACTOR SHALL PROVIDE STORAGE FOR MATERIALS. MATERIALS SHALL NOT THE CONTRACTOR SHALL PROVIDE STORAGE FOR MATERIALS. MATERIALS SHALL NOT BE STORED IN DEPARTMENT OF VETERANS AFFAIRS BUILDINGS. 31. THE CONTRACTOR SHALL MAINTAIN THE WORK SITE IN A NEAT AND CLEAN CONDITION. 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. 32. THE CONTRACTOR SHALL SECURE ALL EXTERIOR WORK AND STAGING AREAS WITH THE CONTRACTOR SHALL SECURE ALL EXTERIOR WORK AND STAGING AREAS WITH ACCEPTABLE FENCING. 33. THE CONTRACTOR SHALL NOT LEAVE THE WORK AREA UNATTENDED FOR ANY REASON, THE CONTRACTOR SHALL NOT LEAVE THE WORK AREA UNATTENDED FOR ANY REASON, UNLESS SAFETY PARTITIONS, SAFETY FENCING ARE INSTALLED AND SECURED. 34. THE CONTRACTOR SHALL PARK IN APPROVED PARKING SPACES ONLY. THE CONTRACTOR SHALL PARK IN APPROVED PARKING SPACES ONLY. 35. THE CONTRACTOR IS ADVISED THAT ANY RIGGING SHALL BE PERFORMED BY LICENSED THE CONTRACTOR IS ADVISED THAT ANY RIGGING SHALL BE PERFORMED BY LICENSED AND INSURED PROFESSIONAL RIGGERS AT THE EXPENSE OF THE CONTRACTOR. 36. CONTRACTOR SHALL INSTALL DUST BARRIERS. DUST BARRIERS SHALL BE A MINIMUM CONTRACTOR SHALL INSTALL DUST BARRIERS. DUST BARRIERS SHALL BE A MINIMUM 34" FIRE RATED RESISTANT PLYWOOD ON GALVANIZED STEEL STUDS AND COVERED WITH A MINIMUM OF 3 MIL THICK PLASTIC. BARRIERS TO BE PLACED AS DIRECTED BY VA COTR. 37. CONTRACTOR SHALL USE ONLY MATERIALS, WHICH ARE CLASS A FIRE RATED, IN ALL CONTRACTOR SHALL USE ONLY MATERIALS, WHICH ARE CLASS A FIRE RATED, IN ALL NEW FINISH WORK. 38. CONTRACTOR SHALL PROTECT ALL SURFACES, NEW AND/OR EXISTING, FROM DAMAGE CONTRACTOR SHALL PROTECT ALL SURFACES, NEW AND/OR EXISTING, FROM DAMAGE DUE TO OR CAUSED BY CONSTRUCTION. 39. CONTRACTOR SHALL PERFORM ALL WORK USING CONTRACTORS WHO ARE SKILLED IN CONTRACTOR SHALL PERFORM ALL WORK USING CONTRACTORS WHO ARE SKILLED IN THEIR TRADE PRODUCING A FIRST CLASS JOB. 40. THIS IS APPLICABLE TO ALL TRADES.THIS IS APPLICABLE TO ALL TRADES.
AutoCAD SHX Text
1. IT IS THE INTENT OF THIS PROJECT TO REPLACE THE HVAC IN SELECTED AREAS AND CREATE A NEW ADA IT IS THE INTENT OF THIS PROJECT TO REPLACE THE HVAC IN SELECTED AREAS AND CREATE A NEW ADA COMPLIANT BATHROOM AREA WITH SHOWER AND NEW LAUNDRY AREA. 2. SELECT WINDOWS ARE TO BE REPLACED WITH NEW, AFTER REMOVAL OF AC UNITS. NEW EGRESS WINDOW IN SELECT WINDOWS ARE TO BE REPLACED WITH NEW, AFTER REMOVAL OF AC UNITS. NEW EGRESS WINDOW IN FEMALE SLEEPING QUARTERS.
AutoCAD SHX Text
VERIFY IN FIELD
AutoCAD SHX Text
VIF
AutoCAD SHX Text
ACT
AutoCAD SHX Text
ACOUSTIC CEILING TILE
AutoCAD SHX Text
GENERAL CONTRACTOR
AutoCAD SHX Text G.C.
AutoCAD SHX Text
MINIMUM
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text P.C.
AutoCAD SHX Text
NOM.
AutoCAD SHX Text
MAXIMUM
AutoCAD SHX Text
NOMINAL
AutoCAD SHX Text
PLUMBING CONTRACTOR
AutoCAD SHX Text
AD
AutoCAD SHX Text
ACCU
AutoCAD SHX Text
AIR COOLED CONDENSING UNIT
AutoCAD SHX Text
ACCESS DOOR
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
CG
AutoCAD SHX Text
CLG
AutoCAD SHX Text
CEILING GRILLE
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
DN
AutoCAD SHX Text
EXIST
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
FIRE RESISTANT
AutoCAD SHX Text
FR
AutoCAD SHX Text H.C.
AutoCAD SHX Text
HVAC CONTRACTOR
AutoCAD SHX Text
ABOVE FINISHED FLOOR
AutoCAD SHX Text A.F.F.
AutoCAD SHX Text
POUNDS PER SQUARE IN.
AutoCAD SHX Text
LINEAR FEET
AutoCAD SHX Text
PSI
AutoCAD SHX Text
CUBIC FEET PER MINUTE
AutoCAD SHX Text
CFM
AutoCAD SHX Text
LF
AutoCAD SHX Text
ROUGH OPENING
AutoCAD SHX Text
PT
AutoCAD SHX Text
PRESSURE TREATED
AutoCAD SHX Text
SPF
AutoCAD SHX Text
SPRUCE PINE FIR
AutoCAD SHX Text
HDR
AutoCAD SHX Text
HEADER
AutoCAD SHX Text
CMU
AutoCAD SHX Text
CONCRETE MASONRY UNIT
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text R.R.
AutoCAD SHX Text
ROOF RAFTER
AutoCAD SHX Text O.C.
AutoCAD SHX Text
ON CENTER
AutoCAD SHX Text
FTG
AutoCAD SHX Text
FOOTING
AutoCAD SHX Text
GWB
AutoCAD SHX Text
GYPSUM WALL BOARD
AutoCAD SHX Text R.O.
AutoCAD SHX Text
POUNDS PER SQUARE FT.
AutoCAD SHX Text
PSF
AutoCAD SHX Text
MECHANICAL EQUIPMENT ROOM
AutoCAD SHX Text M.E.R.
AutoCAD SHX Text N.I.C.
AutoCAD SHX Text
NOT IN CONTRACT
AutoCAD SHX Text U.O.N.
AutoCAD SHX Text
UNLESS OTHERWISE NOTED
AutoCAD SHX Text
FT
AutoCAD SHX Text
FEET OR FOOT
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DWG
AutoCAD SHX Text
DIVISION
AutoCAD SHX Text
DIV
AutoCAD SHX Text
EQUIP.
AutoCAD SHX Text
EQUIPMENT
AutoCAD SHX Text
ELECTRICAL CONTRACTOR
AutoCAD SHX Text
ELECTRICAL
AutoCAD SHX Text
ELEC.
AutoCAD SHX Text E.C.
AutoCAD SHX Text
EA
AutoCAD SHX Text
EACH
AutoCAD SHX Text
MTG
AutoCAD SHX Text
MOUNTING
AutoCAD SHX Text
MTD
AutoCAD SHX Text
MOUNTED
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
REQ.
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
RM.
AutoCAD SHX Text
ROOM
AutoCAD SHX Text
SCHED.
AutoCAD SHX Text
SCHEDULE
AutoCAD SHX Text
SECT.
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SPEC.
AutoCAD SHX Text
SPECIFICATION
AutoCAD SHX Text
SYS.
AutoCAD SHX Text
SYSTEM
AutoCAD SHX Text
TEL.
AutoCAD SHX Text
TELEPHONE
AutoCAD SHX Text
ALUMINUM
AutoCAD SHX Text
AL
AutoCAD SHX Text
CAT.
AutoCAD SHX Text
CATALOG
AutoCAD SHX Text
POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK
AutoCAD SHX Text
POINT OF DISCONNECT
AutoCAD SHX Text X
AutoCAD SHX Text
XX
AutoCAD SHX Text
INDICATES SECTION LETTER
AutoCAD SHX Text
INDICATES DRAWING NUMBER WHERE LOCATED
AutoCAD SHX Text
NEW BEAM
AutoCAD SHX Text
NEW CONCRETE
AutoCAD SHX Text
NEW WALL
AutoCAD SHX Text
NEW FOOTING
AutoCAD SHX Text or
AutoCAD SHX Text
EXISTING TO BE REMOVED
AutoCAD SHX Text
EXISTING TO REMAIN
AutoCAD SHX Text
DO NOT DISTURB
AutoCAD SHX Text
DND
AutoCAD SHX Text
FLOOR
AutoCAD SHX Text
FLR
AutoCAD SHX Text
1. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL DIMENSIONS ON CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL DIMENSIONS ON THESE PLANS AGAINST FIELD CONDITION PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ENGINEER. ALL DIMENSIONS AND LOCATIONS AS-INDICATED ON THE DRAWINGS SHALL BE CONSIDERED AS REASONABLY CORRECT BUT IT SHALL BE UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATION AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET ANY UNFORESEEN OR OTHER CONDITION. 2. ALL WORK PERFORMED SHALL COMPLY WITH BUILDING AND ZONING ORDINANCE ALL WORK PERFORMED SHALL COMPLY WITH BUILDING AND ZONING ORDINANCE OF THE LOCAL AUTHORITY HAVING JURISDICTION, AND THE (IBC) BUILDING AND ENERGY CODES. 3. CONTRACTOR OR ANY SUBCONTRACTOR DOING ANY WORK UNDER THIS CONTRACTOR OR ANY SUBCONTRACTOR DOING ANY WORK UNDER THIS CONTRACT SHALL CARRY LIABILITY AND PROPERTY DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL KINDS AND SHALL FURNISH OWNER WITH CERTIFICATES OF INSURANCE. 4. CONTRACTOR SHALL PROVIDE AND INSTALL ALL COMPONENTS INDICATED ON CONTRACTOR SHALL PROVIDE AND INSTALL ALL COMPONENTS INDICATED ON DETAIL SHEETS, PLANS, SPECIFICATIONS AND ALL PERTINENT EQUIPMENT REQUIRED FOR A COMPLETE AND WORKABLE SYSTEM. 5. CONTRACTOR SHALL PROTECT THE PUBLIC AND STRUCTURE DURING CONTRACTOR SHALL PROTECT THE PUBLIC AND STRUCTURE DURING CONSTRUCTION WITH TEMPORARY FENCING AND BRACING. 6. CONTRACT CLOSE OUT: IN THE PRESENCE OF THE OWNER, ENGINEER OR CONTRACT CLOSE OUT: IN THE PRESENCE OF THE OWNER, ENGINEER OR ARCHITECT; DEMONSTRATING OPERATION OF SYSTEMS AND THAT ALL SPECIFICATIONS HAVE BEEN MET TO THE SATISFACTION OF ALL PARTIES. 7. IT IS THE INTENTION THAT THESE SPECIFICATIONS, AND DRAWINGS IT IS THE INTENTION THAT THESE SPECIFICATIONS, AND DRAWINGS ACCOMPANYING SAME, SHALL PROVIDE FOR THE FURNISHING AND INSTALLING OF THE BUILDING CONSTRUCTION COMPLETE AS SPECIFIED AND SHOWN. ANY WORK SHOWN ON THE DRAWINGS AND NOT PARTICULARLY DESCRIBED IN THE SPECIFICATIONS OR VICE VERSA, OR ANY WORK CHANGES WHICH MAY BE EVIDENTLY NECESSARY TO COMPLETE THE INSTALLATION SHALL BE FURNISHED BY THIS CONTRACTOR. 8. IT IS THE INTENT AND PURPOSE OF THESE SPECIFICATIONS AND DRAWINGS TO IT IS THE INTENT AND PURPOSE OF THESE SPECIFICATIONS AND DRAWINGS TO INCLUDE AND PROVIDE FOR ALL MATERIALS, APPLIANCES AND LABOR TO PROPERLY COMPLETE AND LEAVE IN PERFECT WORKING CONDITION THE ENTIRE SYSTEM HEREINAFTER SPECIFIED. ANY MATERIAL, LABOR OR APPLIANCE NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE DRAWINGS, BUT NECESSARY FOR A COMPLETE INSTALLATION MUST BE FURNISHED BY THIS CONTRACTOR. 9. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO PROVIDE IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO PROVIDE ALTERATIONS AND/OR NEW CONSTRUCTION AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS TO PROVIDE COMPLETE NEW SYSTEMS IN EVERY RESPECT, CAPABLE OF OPERATING AS DESIGNED. IT IS NOT INTENDED THAT EVERY FITTING, MINOR DETAIL OR FEATURE BE SHOWN ON DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DETAIL NECESSARY FOR COMPLETION OF THESE SYSTEMS IN ACCORDANCE WITH GOOD PRACTICE.
AutoCAD SHX Text
ABOVE FINISHED ROOF
AutoCAD SHX Text
AFR
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
NJ PROFESSIONAL ENGINEER NO. GE543091 EXP. 4/26
AutoCAD SHX Text
DOOR TAG
AutoCAD SHX Text
WINDOW TAG
AutoCAD SHX Text X
AutoCAD SHX Text
XXX
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CEILING JOIST
AutoCAD SHX Text
WALL TAG
X
SL
ARCHITECTURAL - DEMO FLOOR AND
REFLECTIVE CEILING PLANS
V.A.M.C. LYONS, NJ
UPGRADE HVAC SYSTEM AND
BATHROOM
561-A4-22-104 Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Drawing Number
Drawn
Dwg. of
CONSULTANTS: ARCHITECT/ENGINEERS:
Office of Construction and Facilities Management
REV # DATEREVISION DESCRIPTION
7/16/24
JOHN D. FELLENZER, P.E.
UNAUTHORIZED ALTERATION OR ADDITION TO A PLAN BEARING A
LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF
STATE EDUCATION LAW
ENGINEERING LLPFE PROJECT NO: 23-171
22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735
181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com
FOR CONSTRUCTION
No.JO
HN D . F E L L ENZ ER
S T
AT E O F NEW J ERS EY
PRO F E S S I O N A L E N G I N E E
R
L I CENSED
GE543091
DEMOLITION FLOOR PLAN1
AD-101
DEMOLITION REFLECTIVE CEILING PLAN2
AD-101
AD-101
GENERAL NOTE:
AutoCAD SHX Text
EXISTING OFFICE
AutoCAD SHX Text
EXISTING KITCHEN
AutoCAD SHX Text
EXISTING BATH
AutoCAD SHX Text
EXISTING MEN'S SLEEPING QUARTERS
AutoCAD SHX Text
EXISTING WOMEN'S SLEEPING QUARTERS
AutoCAD SHX Text
EXISTING HALLWAY
AutoCAD SHX Text
EXISTING OFFICE
AutoCAD SHX Text
EXISTING IT OFFICE
AutoCAD SHX Text
EXISTING DAY ROOM
AutoCAD SHX Text
EXISTING ALCOVE
AutoCAD SHX Text
EXISTING IT ROOM
AutoCAD SHX Text EXISTING STEEL SUPPORT AND ANCHORS TO BE REMOVED. CAULK ANCHOR PENETRATIONS IN EXISTING BRICK. (TYP.)
AutoCAD SHX Text
REFER TO PLUMBING PLANS FOR SAW-CUTTING WORK IN…
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 .