W912HN-23-R-4003_DRAWINGS_AMD4.pdf
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- Solicitation number
- W912HN23R4003
About this file
This solicitation notice provides details for Invitation for Bid W912HN23R4003 issued by the U.S. Army Corps of Engineers Savannah District. The solicitation will result in a firm-fixed-price construction contract to build a 20,654 square foot second floor addition to an existing building at Robins Air Force Base in Warner Robins, Georgia. The period of performance for the contract is 900 calendar days after notice to proceed. The bid due date is February 24, 2023. The project is set aside for small businesses and has an estimated value between $10-25 million. The scope of work includes adding a second floor to match the existing structure, along with associated mechanical, plumbing, electrical, and telecommunications system upgrades. All questions must be submitted through the project management website by the dates outlined. The solicitation will be posted on SAM.gov and all bids must be submitted electronically through PIEE.
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US Army Corps of Engineers ®
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CUI / CONTROLLED UNCLASSIFIED INFORMATION
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SEQUENCE OF CONSTRUCTION REQUIREMENTS FROM OWNER
THE BELOW LISTS INCLUDE THE SEQUENCE OF CONSTRUCTION REQUIREMENTS FROM THE OWNER, FOR USE BY THE CONTRACTOR IN DEVELOPMENT OF SAFETY & PHASING PLAN SUBMITTALS FOR GOVERNMENT REVIEW. THESE STATEMENTS ARE NOT ALL-INCLUSIVE. PER SPECIFICATION SECTIONS LISTED BELOW AND IN COMPLIANCE WITH THE ROBINS BASE FACILITY STANDARDS, THE CONTRACTOR MUST COORDINATE CONSTRUCTION EFFORTS TO ALLOW FOR THE CONTINUOUS OCCUPANCY OF THE FIRST FLOOR LEVEL THROUGH CREATION AND OWNER APPROVAL OF WORK PLAN, SAFETY PLAN, AND OTHER
PLAN SUBMITTALS.
RELATED SPECIFICATIONS:
01 11 00 - SUMMARY OF WORK (WORK PLAN, SAFETY PLAN, EXISTING WORK DOCUMENTATION, CONSTRUCTION ENCLOSURE PLAN) 01 14 00 – WORK RESTRICTIONS (WORKING HOURS, US CITIZENSHIP, ESCORTS, UTILITY INTERRUPTIONS) 01 35 26 – GOVERNMENTAL SAFETY REQUIREMENTS (SAFETY PLAN, ACCIDENT PREVENTION PLAN)
01 45 00.00 10 – QUALITY CONTROL (QUALITY CONTROL PLAN)
RELATED DISCIPLINE-SPECIFIC DOCUMENTS WITHIN THE DRAWING SET:
G-111 A-111 A-422 M-111 MH401 EL111
SD111 A-401 FA111 M-301 PD101 T-111
S-111 A-402 FX501 M-401 P-111
S-121 A-403 MD111 M-601 E-111
AD100 A-420 MD301 MH111 E-402
AD101 A-421 MD401 MH301 E-403
GENERAL REQUIREMENTS:
1. SEE LAYDOWN AREA PROVIDED BY GOVERNMENT ON COVER SHEET OF DRAWING SET.
2. CONTRACTOR TO USE LAYDOWN AREA(S) ADJACENT TO THE BUILDING.
3. SEE CHILLED WATER PIPING SEQUENCE OF CONSTRUCTION NOTES ON PAGE M-601.
4. ALL ITEMS / FURNISHINGS REQUIRING RELOCATION WILL BE MOVED BY THE CONTRACTOR TO ACCOMPLISH THE WORK.
5. ANY FURNISHINGS, CEILING TILE, HVAC, LIGHTING, ETC. THAT IS REMOVED TO ACCOMPLISH WORK MUST BE REINSTALLED AT THE END OF EACH
WORK PERIOD AND AREAS ARE TO BE CLEANED AND READY FOR USER RE-OCCUPANCY DURING WORKING HOURS (MONDAY THRU FRIDAY). USER
OCCUPANCY WORKING HOURS ARE MONDAY THRU FRIDAY 0600HRS - 1800HRS.
6. CONTRACTOR SHALL PROVIDE SCAFFOLD WITH WALK-BOARDS AS NEEDED TO SPAN OVER ANY ITEMS THAT CANNOT BE RELOCATED.
7. ESCORTS ARE REQUIRED FOR WORK IN ANY SECURE AREA OF THE EXISTING FIRST FLOOR AND MUST BE SCHEDULED IN ADVANCE. AREAS
REQUIRING ESCORTS INCLUDE ONLY ROOMS 001, 016, 027, & 038. (NOTE TO CONTRACTOR ON ROOM NUMBERS: PLAN DOCUMENTS ANNOTATE FIRST FLOOR NUMBERS AS 0XX. ACTUAL EXISTING FACILITY ROOM NUMBERS BEGIN WITH 1XX. SECOND TWO DIGITS OF ROOM NUMBERS REMAIN THE SAME.) TWO (2) EACH GOVERNMENT ESCORTS SHALL BE PROVIDED DURING APPROVED WORK PERIODS WITHIN ROOMS LISTED. CONTRACTOR’S WORK PLAN SHALL ELABORATE WHAT SECURE WORK AREAS WILL BE COVERED BY THE TWO (2) AVAILABLE GOVERNMENT ESCORTS AND SHALL
PROVIDE THE PLAN TO THE GOVERNMENT FOR REVIEW AND APPROVAL.
8. CONTRACTOR SHALL PROVIDE A MINIMUM OF 14 DAYS NOTICE TO THE GOVERNMENT PRIOR TO COMMENCING ANY FIRST FLOOR WORK TASK.
GOVERNMENT SHALL REVIEW AND COORDINATE APPROVALS FOR TASKS PRIOR TO THE CONTRACTOR BEGINNING WORK IN THAT AREA.
CONTRACTOR / GOVERNMENT COORDINATION SHALL INCLUDE ARRANGEMENT OF ANY REQUIRED ESCORTS (FOR TASKS WITHIN SECURE ROOMS LISTED ABOVE) AND ANY NECESSARY RELOCATION OF EMPLOYEES OR EQUIPMENT IN THE SUBJECT AREA.
9. UTILITY OUTAGES SHALL BE SCHEDULED FOR AFTER OCCUPANT WORKING HOURS OR OVER THREE-DAY WEEKENDS. THREE-DAY WEEKEND OUTAGES MUST OCCUR OVER A RECOGNIZED FEDERAL HOLIDAY WEEKEND WHEN NO OCCUPANTS WILL BE IN THE BUILDING. CONTRACTOR TO SUBMIT PROPOSED OUTAGE WEEKEND DATES AS PART OF WORK PLAN AND SUBMIT TO GOVERNMENT FOR REVIEW AND APPROVAL.
LIFE SAFETY REQUIREMENTS:
1. ALL TEMPORARY SEPARATION BARRIERS DONE BETWEEN WORK AND OCCUPIED AREAS SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS
OF NFPA 241. PER 4.13.4, 1 HOUR RATED FIRE BARRIERS SHALL BE PROVIDED.
2. CONTRACTOR TO LOCATE TEMPORARY SEPARATION BARRIERS BETWEEN WORK AREAS AND OCCUPIED AREAS IN ACCORDANCE WITH NFPA 101, NFPA 241, AND EM 385-1-1. SAFETY & PHASING PLANS SHALL NOTE HOW THE APPLICABLE CODE REQUIREMENTS ARE BEING MET FOR DEAD END
CORRIDORS, MAINTAINING EGRESS, ETC.
3. ONLY ONE EGRESS/EXIT-WAY MAY BE CLOSED AT A TIME, ALL OTHER EXITS ARE TO REMAIN OPERATIONAL AND UNOBSTRUCTED WHILE WORK IS
BEING ACCOMPLISHED.
FIRE PROTECTION REQUIREMENTS:
1. COORDINATE OUTAGES OF FIRST FLOOR FIRE SPRINKLER SYSTEM WITH THE ROBINS AFB FIRE INSPECTOR. SPRINKLER SYSTEM SHALL REMAIN
OPERATIONAL WHILE THE BUILDING IS OCCUPIED.
2. MODIFICATIONS TO THE EXISTING FIRE ALARM SYSTEM SHALL BE COORDINATED WITH ROBINS AFB FIRE INSPECTOR AND SHALL OCCUR WHEN THE
BUILDING IS NOT OCCUPIED.
PLUMBING REQUIREMENTS:
1. NO ADDITIONAL PHASING NEEDS BEYOND CEILING. WILL BE UTILIZING FUTURE EXPANSION CONNECTION POINTS.
HVAC REQUIREMENTS (AIR HANDLERS)
1. NEW OUTSIDE AIR DUCTWORK TO BE INSTALLED PRIOR TO REMOVING OLD DUCTWORK FROM EXISTING AIR HANDLERS.
a. ANY WEEKEND WORK PROPOSED BY CONTRACTOR WILL BE EVALUATED FOR GOVERNMENT APPROVAL.
b. IF SHUTDOWN IS NECESSARY, IT MAY START NO EARLIER THAN 1800 HRS FRIDAY BEFORE THE SCHEDULED WEEKEND AND THE FACILITY
MUST BE 100% BACK ONLINE BY 0600 HRS THE FOLLOWING MONDAY (OR TUESDAY AS APPROVED).
c. BEFORE SCHEDULING THE SHUTDOWN, THE CONTRACTOR MUST HAVE ALL EQUIPMENT ON SITE AS NEEDED TO COMPLETE THE WORK.
CHILLED WATER PIPING REQUIREMENTS:
1. SEE CHILLED WATER PIPING SEQUENCE OF CONSTRUCTION NOTES ON PAGE M-601 FOR INFORMATION ON TEMPORARY AND PERMANENT
COMPONENTS.
EAST & WEST STAIRWELLS (STAIRS A & B) REQUIREMENTS:
1. THE CONTRACTOR MAY SECTION OFF HALLWAYS JUST WEST OF STAIRWAY A AND JUST EAST OF STAIRWAY B AS NEEDED TO COMPLETE THE
STAIRWAY, WALL, AND DOOR INSTALLATIONS SAFELY.
2. PRIOR TO COMMENCING THIS WORK, THE CONTRACTOR SHALL INSTALL A TEMPORARY PARTITION WALL OF APPROVED 1-HOUR FIRE RATED MATERIALS MEETING LIFE SAFETY REQUIREMENTS FROM FLOOR TO CEILING, TO SECTION OFF THE AREAS BETWEEN THE WORKING AND OCCUPIED
SPACES FOR FACILITY SECURITY REQUIREMENTS.
3. CONTRACTOR SHALL COORDINATE WITH OWNER AND JOHNSON CONTROLS (POC, JOHNSON CONTROLS: MR. PETE CHARLTON HYPERLINK "mailto:peter.charlton@jci.com"peter.charlton@jci.com, 770-616-6568) TO REMOVE, SAVE, AND REINSTALL THE EXISTING CARD READERS AT THE EAST AND WEST STAIRWELL ENTRANCES. REINSTALLATION SHALL INCLUDE ANY MODIFICATIONS NECESSARY TO INCLUDE THE JOHNSON CONTROLS
EQUIPMENT, PROVIDING FULL FUNCTIONALITY OF THE CARD READERS WITH THE NEW DOORS.
4. ONLY ONE STAIRWELL EXIT-WAY MAY BE CLOSED AT A TIME, ALL OTHER EXITS ARE TO REMAIN OPERATIONAL AND UNOBSTRUCTED WHILE WORK IS
BEING ACCOMPLISHED.
5. THE EXISTING DOORS AT THE BOTTOM OF EACH EXISTING STAIRWELL THAT ARE SCHEDULED TO BE REMOVED SHALL REMAIN IN PLACE UNTIL A SCHEDULED REMOVAL TIME IS APPROVED BY THE GOVERNMENT. THESE DOORS WILL MAINTAIN SECURITY BETWEEN THE FIRST AND SECOND
FLOORS AFTER THE STAIRWAY WORK IS COMPLETED.
6. CONTRACTOR TO PATCH ANY DAMAGED MATERIALS ASSOCIATED WITH INSTALLATION AND REMOVAL OF TEMPORARY WALL.
7. CONTRACTOR SHALL PROVIDE A MINIMUM OF 14 DAYS’ NOTICE PRIOR TO COMMENCING STAIRWELL WORK TO COORDINATE AND GAIN APPROVAL
FROM GOVERNMENT. SEE GENERAL SECTION ON THIS SHEET FOR ADDITIONAL COORDINATION REQUIREMENTS.
SKETCH (FROM SHEET A-111)
CENTER STAIRWELL (STAIR C) REQUIREMENTS:
1. THE CONTRACTOR WILL BE ALLOWED TO SECTION OFF A PORTION OF THE HALLWAY JUST WEST OF THE EXISTING STAIRWELL
DOOR AS NEEDED TO COMPLETE THE STAIRWELL CONSTRUCTION.
2. PRIOR TO COMMENCING THIS WORK THE CONTRACTOR IS TO INSTALL A TEMPORARY WALL OF METAL STUD AND 1 HOUR RATED GYPSUM FROM FLOOR TO EXISTING DROP CEILING. THIS IS TO SECTION OFF THE AREAS BETWEEN THE WORKING AND
OCCUPIED SPACES AND TO KEEP THE FACILITY SECURE DURING CONSTRUCTION.
3. THE SECTIONED OFF AREA CANNOT INTERFERE WITH EGRESS THROUGH THE HALLWAY. HALLWAY WIDTH IS 6’-3”.
4. ONCE THE SEPARATION WALL IS INSTALLED THE EXISTING DOOR CAN BE REMOVED TO EASE CONSTRUCTION.
5. THE TEMPORARY WALL WILL BE USED TO SECURE 1ST FLOOR FACILITY ACCESS FROM THE 2ND FLOOR WORK AREA.
6. THE TEMPORARY WALL WILL REMAIN IN PLACE FOR SECURITY UNTIL THE USER APPROVES REMOVAL.
7. CONTRACTOR IS TO PATCH ANY DAMAGED ASSOCIATED WITH INSTALLATION AND REMOVAL OF TEMPORARY WALL.
8. CONTRACTOR SHALL PROVIDE A MINIMUM OF 14 DAYS’ NOTICE PRIOR TO COMMENCING STAIRWELL WORK TO COORDINATE
AND GAIN APPROVAL FROM GOVERNMENT. SEE GENERAL SECTION ON THIS SHEET FOR ADDITIONAL COORDINATION
REQUIREMENTS.
SKETCH (FROM SHEET A-111)
FIRST FLOOR CEILING/CONNECTION REQUIREMENTS:
1. CONTRACTOR MAY TAKE POSSESSION OF DESIGNATED FIRST FLOOR AREAS AS NEEDED TO INSTALL EQUIPMENT ABOVE THE FIRST-FLOOR CEILING. THESE AREAS SHALL BE ACCESSIBLE TO THE CONTRACTOR IN AN APPROVED SEQUENTIAL ORDER (A DETAILED WORK PLAN IS TO BE SUBMITTED BY THE CONTRACTOR FOR REVIEW AND APPROVAL BY THE GOVERNMENT PER SPEC 01 11 00 SUMMARY OF WORK, AND MUST BE ABLE TO BE SUPPORTED BY TWO GOVERNMENT ESCORTS AT ANY ONE
TIME.)
2. FIRST FLOOR WORK ABOVE CEILINGS SHALL BE ACCOMPLISHED AFTER OCCUPANT WORKING HOURS AND ON WEEKENDS.
3. THE CONTRACTOR SHALL HAVE ALL REQUIRED MATERIAL ON HAND PRIOR TO STARTING THIS WORK.
4. ALL ITEMS / FURNISHINGS REQUIRING RELOCATION WILL BE MOVED BY THE CONTRACTOR TO ACCOMPLISH THE WORK.
5. ANY FURNISHINGS, CEILING TILE, HVAC, LIGHTING, ETC. THAT ARE REMOVED TO ACCOMPLISH WORK MUST BE REINSTALLED AT
THE END OF EACH WORK PERIOD AND AREA/S ARE TO BE CLEANED AND READY FOR USER RE-OCCUPANCY (MONDAY THRU
FRIDAY). USER OCCUPANCY TIMES ARE MONDAY THRU FRIDAY 0600HRS - 1800HRS.
6. CONTRACTOR SHALL PROVIDE SCAFFOLD WITH WALK-BOARDS AS NEEDED TO SPAN OVER ANY ITEMS THAT CANNOT BE
RELOCATED.
7. CONTRACTOR MUST COVER THESE WORK AREAS WITH DROP CLOTHS TO PROTECT ALL PROPERTY.
8. CONTRACTOR IS TO PATCH ANY DAMAGED ASSOCIATED WITH CONSTRUCTION ON THE FIRST FLOOR.
9. CONTRACTOR SHALL PROVIDE A MINIMUM OF 14 DAYS’ NOTICE PRIOR TO COMMENCING STAIRWELL WORK TO COORDINATE
AND GAIN APPROVAL FROM GOVERNMENT. SEE GENERAL SECTION ON THIS SHEET FOR ADDITIONAL COORDINATION
REQUIREMENTS.
SKETCH (FROM SHEET P-111)
ELEVATOR REQUIREMENTS:
1. CONTRACTOR TO COORDINATE ROUTE / PATHWAY OF REQUIRED NEW FIRST FLOOR PHONE DROP FOR ELEVATOR WITH
OWNER.
2. THE CONTRACTOR SHALL BE ALLOWED TO SECTION OFF HALLWAYS JUST EAST OF THE EXISTING ELEVATOR ROOMS AS
NEEDED TO COMPLETE THE ELEVATOR INSTALLATION.
3. PRIOR TO COMMENCING THIS WORK, THE CONTRACTOR SHALL INSTALL A STUDDED PARTITION WALL FROM FLOOR TO CEILING TO SECTION OFF THE AREAS BETWEEN THE WORKING AND OCCUPIED SPACES AND TO KEEP THE FACILITY SECURE.
4. THE EXISTING DOOR CURRENTLY LOCATED IN THE ELEVATOR OPENING SHALL BE REMOVED AND REINSTALLED INTO THIS TEMPORARY WALL. THIS DOOR WILL BE USED TO ACCESS TO THE ELEVATOR WORK AREA ON THE FIRST FLOOR AND WILL BE
LOCKABLE FROM THE HALLWAY SIDE.
5. THE TEMPORARY WALL WILL BE USED TO SECURE FIRST FLOOR FACILITY ACCESS FROM THE SECOND FLOOR WORK AREA.
6. THE TEMPORARY WALL WILL REMAIN IN PLACE FOR SECURITY UNTIL THE USER APPROVES REMOVAL.
7. CONTRACTOR IS TO PATCH ANY DAMAGE ASSOCIATED WITH CONSTRUCTION ON THE FIRST FLOOR.
8. CONTRACTOR SHALL PROVIDE A MINIMUM OF 14 DAYS’ NOTICE PRIOR TO COMMENCING STAIRWELL WORK TO COORDINATE
AND GAIN APPROVAL FROM GOVERNMENT. SEE GENERAL SECTION ON THIS SHEET FOR ADDITIONAL COORDINATION
REQUIREMENTS.
SKETCH ELEVATOR TEMPORARY WALL
EXISTING ROOF ANTENNA REQUIREMENTS:
1. CONTRACTOR TO COORDINATE TEMPORARY RELOCATION AND PERMANENT ATTACHMENT, EXTENSION AND RELOCATION OF TWO EXISTING ANTENNAS AT THE CURRENT FIRST FLOOR ROOF, WITH PLANS FOR TEMPORARY AND PERMANENT ATTACHMENT TO BE APPROVED BY OWNER AS PART OF THE CONTRACTOR WORK PLAN. ANTENNA LOCATIONS ARE SHOWN ON
ARCHITECTURAL ROOF DEMO PLAN.
2. ANTENNA #1 IS LOCATED JUST ABOVE THE EXISTING FIRST FLOOR EAST MECHANICAL ROOM. (GIANT VOISE). THIS ANTENNA MUST REMAIN IN OPERATION THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL SUBMIT A PLAN FOR TEMPORARY RELOCATION/ATTACHMENT TO EXTERIOR SIDE OF BUILDING OR ADJACENT POLE. AFTER CONSTRUCTION IS COMPLETE, ANTENNA MUST BE EXTENDED AND MOUNTED TO WALL/ROOF OF NEW SECOND FLOOR ADDITION. MOUNT THE ANTENNA USING THE SAME METHODS AS EXISTING ANTENNA ATTACHMENT. NEW ANTENNA CONDUIT AND CABLING MUST MATCH EXISTING.
EXTEND CONDUIT AND CABLING TO NEW MOUNTING LOCATION. COORDINATE ORIENTATION OF THE ANTENNA WITH THE OWNER. CONTRACTOR SHALL SUBMIT PLAN FOR PERMANENT ATTACHMENT FOR APPROVAL OF OWNER. ANY FASTENERS
SHOULD BE SEALED FOR WEATHERTIGHTNESS.
3. ANTENNA #1 REQUIRES LIGHTNING PROTECTION IN ACCORDANCE WITH NFPA 780 AS IT WILL EXTEND ABOVE THE NEW SECOND FLOOR ROOF LINE. CONTRACTOR TO PROVIDE THE NECESSARY STRIKE TERMINATION DEVICES WITH CABLE CONNECTING INTO
ROOFTOP LIGHTNING PROTECTION SYSTEM.
4. ANTENNA #2 IS LOCATED ON SOUTH PARAPET WALL OF FIRST FLOOR ADMIN SECTION OF BUILDING. THIS ANTENNA MUST REMAIN IN OPERATION THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL SUBMIT A PLAN FOR TEMPORARY RELOCATION/ATTACHMENT TO THE EXTERIOR SIDE OF THE BUILDING BY ROTATING 180 DEGREES OR AN ADJACENT POLE.
AFTER CONSTRUCTION IS COMPLETE, ANTENNA MUST REMAIN AT CURRENT EXISTING ELEVATION, ATTACHED TO THE EXTERIOR SIDE OF THE BUILDING. CONTRACTOR SHALL SUBMIT PLAN FOR PERMANENT ATTACHMENT FOR APPROVAL OF
OWNER. ANY FASTENERS SHOULD BE SEALED FOR WEATHERTIGHTNESS.
5. ANTENNA #2 DOES NOT REQUIRE LIGHTNING PROTECTION AS IT WILL NOT REACH ABOVE THE ROOF PLANE.
OWNER'S REQURIMENTS FOR CONSTRUCTION PHASING AND OCCUPANCY OF BUILDING DURING CONSTRUCTION:
1. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A DETAILED PHASING PLAN BASED ON THE THE BELOW CONDITIONS AND IN ACCORDANCE WITH PROPOSED SEQUENCES OF ACTIVITIES DETAILED IN THESE DOCUMENTS. PHASING PLAN SHALL BE
PROVIDED TO COR AND THE OWNER FOR REVIEW, ACCEPTANCE, AND COORDINATION.
2. WORK IN SECURE AREAS WILL REQUIRE CONTRACTOR TO NOTIFY AND COORDINATE WITH OWNER FOR ACCESS AND ESCORT(S). A WORK PLAN FOR ACTIVITIES IN SECURE AREAS SHALL BE SUBMITTED AT LEAST 14 DAYS PRIOR TO THE NEED FOR ACCESS. CONTRACTOR SHALL COORDINATE DATES AND TIMES OF NEEDED SECURE AREA ACCESS WITH THE COR AND
OWNER. SECURE AREAS REQUIRING ESCORTS INCLUDE ROOMS 101, 116, 127 AND 138.
3. DUE TO PERSONNEL SAFETY REQUIREMENTS, THE BUILDING WILL BE CONSTRUCTED IN PHASES TO PROVIDE A SAFE WORKSPACE AND MAXIMIZE AREAS OF UNESCORTED ACCESS TO THE FIRST FLOOR OF THE FACILITY, UNLESS SPECIFICALLY NOTED BELOW. ALL NEW CMU SHALL BE INSTALLED CONTINUOUSLY AROUND THE PERIMETER IN LIFTS FROM THE EXISTING MASONRY PARAPET TO THE SUBSEQUENT BOND BEAM OR SEVEN COURSES OF CMU HORIZONTALLY, WHICHEVER IS LESS. ALL VERTICAL REINFORCING STEEL AND GROUT FILL MUST BE INSTALLED PRIOR TO CONSTRUCTION OF THE SUBEQUESNT BOND BEAM-TO-BOND BEAM SECTION. REFER TO SHEET S-002, CONCRETE MASONRY FOR ADDITIONAL REQUIREMENTS.
4. DUE TO SAFETY CONCERNS, THE CMU INSTALLATION WILL BE PERFORMED FROM THE INTERIOR OF THE WALLS. PROVIDE SAFETY MEASURES FOR PROTECTION FROM FALLING OBJECTS INSIDE AND OUTSIDE OF THE BUILDING. SCAFFOLD BEARING WEIGHT SHALL BE ADEQUATELY SUPPORTED, AND THE SUPPORT METHOD SHALL BE SUBMITTED TO COR FOR APPROVAL. ALL DUE DILLIGENCE SHALL BE TAKEN TO PREVENT WATER INCURSIONS TO THE OCCUPIED SPACES BELOW. REFERENCE SHEET
S-002, CONCRETE MASONRY FOR ADDITIONAL REQUIREMENTS.
5. DUE TO SAFETY CONCERNS, THE ENTIRE BUILDING WILL BE VACATED DURING THE PERIOD(S) WHEN STRUCTURAL MEMBERS INCLUDING COLUMNS, BEAMS, AND TRUSSES ARE BEING SET BY THE CONTRACTOR. THE CONTRACTOR WILL COORDINATE WITH THE COR TO SCHEDULE PERIODS OF STRUCTURAL MEMBER PLACEMENT. THIS WORK WILL BE REQUIRED TO BE COMPLETED AFTER NORMAL WORKING HOURS OR ON WEEKENDS. REFERENCE SHEET S-002 FOR ADDITIONAL REQUIREMENTS ON STRUCTURAL STEEL, STRUCTURAL STEEL CONNECTIONS, AND COLD FORM STEEL FRAMING AND TRUSSES. STRUCTURAL STEEL INSTALLATION MUST BE COMPLETED AFTER NORMAL WORKING HOURS (NORMAL WORKING HOURS ARE NON-HOLIDAY
MONDAY THRU FRIDAY 0600-1800) AND THE FACILITY WILL BE VACATED.
6. REFERENCE OTHER APPLICABLE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
F
E B
DN
1.E10.E
A.E
J.E
371 SF
MECHANICAL
ROOM
152 SF
OFFICE
150 SF
OFFICE
150 SF
OFFICE
150 SF
OFFICE
165 SF
MEETING
1813 SF
PROGRAM MGMT
1322 SF
CONFERENCE
ROOM
3345 SF
PROGRAM MGMT
255 SF
BREAK/LUNCH
363 SF
ENGINEERING
CHIEF
206 256 SF
BRANCH OFFICE
363 SF
DIRECTOR
170 SF
OFFICE
170 SF
OFFICE
149 SF
OFFICE
150 SF
OFFICE
150 SF
OFFICE
150 SF
OFFICE
162 SF
MEETING
140 SF
STORAGE
69 SF
ACCESSIBLE RR
65 SF
STOR
739 SF
BREAK/LUNCH
231 481 SF
MECHANICAL
ROOM
182 SF
ELECTRIC
168 SF
COMM
1284 SF
NEW BUSINESS
395 SF
WOMEN'S RR
359 SF
MEN'S RR
93 SF
EQUIPMENT
212 SF
OFFICE
ELEVATOR
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
PT
VN
CT
CT
CT
CT
CT
CT
CT
CT
CT
CT
PT
VN
PT
VN
PT
PT
PT
VN
CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT
VCT
3488 SF
HALLWAY
VCT
CPT
CPT
CPT
CPT
CPT
CPT
SC
CPT
VCT
VCT
CT
CT
CT
CT
CT
CPT
VCT
SC
SC
E.E
F.E
8.E9.E 7.E 6.E 5.E 4.E 3.E 2.E
62 SF
JANITOR
OFFICE
OFFICE
OFFICE
PT
VN
PT
VN
PT
VN
CPT
CPT
CPT
STORAGE
217A
STAIR C
FIRE CONTROL
CABINET
NMR
236 PT
VN
VCT
STAIR B
STAIR A
PT
CT
PT
CT
VCT
PT
VN
VCT
PT
VN
GENERAL SHEET NOTES:
1. REFER TO SHEET A-002 FOR ABBREVIATIONS AND
GRAPHIC SYMBOLS.
2. REFER TO PLUMBING DRAWINGS FOR FLOOR DRAIN
LOCATIONS. COORDINATE DRAIN PLACEMENT WITH
FINISH FLOOR MATERIALS.
3. WALL FINISH TAG CENTERED IN ROOM WITHOUT LEADER
ARROWS INDICATES STANDARD FINISHES THAT ARE TO
BE USED ON THAT ENTIRE ROOM.
4. PROVIDE CORNER GUARDS IN ALL MAJOR CORRIDORS
PER SPECIFICATION 10 26 00 WALL AND DOOR
PROTECTION; AND IN LOCATIONS AS INDICATED.
5. REFER TO REFLECTED CEILING PLANS FOR LOCATIONS
OF CEILING FINISHES.
6. NEW FINISH MATERIALS FOR THE SECOND-FLOOR
ADDITION WILL MATCH THOSE USED ON FIRST FLOOR.
THE CONSTRUCTION CONTRACTOR WILL SUBMIT THE
AVAILABLE MANUFACTURER COLOR SELECTIONS OF THE
FINISHES FOR FINALIZATION BY THE END-USER. THE
FINISH TYPE WILL BE AS INDICATED ON DRAWINGS.
SHEET KEYNOTES:
1. ALL WALLS IN CONFERENCE ROOM 216, ENGINEERING
CHIEF 206, BRANCH OFFICE 207, AND DIRECTOR 208 TO
RECEIVE PAINT (PT), PAINTED WOOD WALL PROTECTIVE
WAINSCOT (WPW), AND PAINTED WOOD CROWN, CHAIR
RAIL, AND BASE TRIM.
2. SEAL FLOOR AND WALL PERIMETER TO PREVENT WATER
INFILTRATION INTO ADJACENT ROOMS.
3. EXISTING PRE-FABRICATED STEEL STAIR WITH FIELD
PLACED CONCRETE STEPS. A/E RECOMMENDS RAISED
RUBBER STAIR TREADS/RISERS WITH COORDINATING
WALL BASE.
CARPET TILE, CPT
CERAMIC TILE, CT
SEALED CONCRETE, SC
VINYL COMPOSITE TILE, VCT
WALL PROTECTIVE WAINSCOT, WPW
CORNER GUARD, CG
FINISH LEGEND:
WALL FINISH TAG
XXX
XXX
XXX FLOOR FINISH TAG
WALL FINISH
BASE FINISH
WALL FINISH LEGEND
VN VINYL
PT PAINT
CT CERAMIC TILE
WD WOOD
GWB GYPSUM WALL BOARD
CODE DESCRIPTION
-- NONE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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E
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S
D R
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D E
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N O
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IT
A
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N N
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G
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A
D A
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M A
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IP
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F ile
P a th
P lo t D a te
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M
K
H
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D
B
J B
A T
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PLAN NORTH
C A
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G O
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CUI / CONTROLLED UNCLASSIFIED INFORMATION
CUI / CONTROLLED UNCLASSIFIED INFORMATION
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B L A
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H S
P E
C
IA
L P
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C T
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O R
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T R
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T S
U
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L A
N D
P A
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K
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-2
J T
C S
M
IT
H
B H
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N
S P
IN
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C E
M B
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W H
N -2
-R
-4
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A
B L D
G
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D -F
L O
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A D
D
IT
IO
N
F Y
P
N U
H H
Z -3
-8
-0
1/8" = 1'-0"B1
SECOND FLOOR FINISH PLAN
8'4' 16'0
R E
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J
CHP-01-01
TEMPORARY
LOCATION
J
CHP-01-01
J
CHP-01-02
3.E 2.E 1.E
A.E
TRANSFORMER 1
PANEL 2 PANEL 1
LOCKER
SWITCHBOARD X1
EQUIPMENT BLOCK
MECH ROOM NO.
DEMOLITION NOTE 1
METER-1
METER-JB
METER-2
PANEL SW-A
MCC
MOTOR CONTROL
CENTER:8,10,12
3.E 2.E 1.E
A.E
MECH ROOM NO.
TRANSFORMER 1
PANEL 2
PANEL 1
LOCKER
EQUIPMENT BLOCK
SWBD-231-01-001
RELOCATED UTILITY METERS
MOTOR CONTROL
CENTER:13,15,17
MCC
MOTOR CONTROL
CENTER:8,10,12
PANEL SW-A
VFD-01-01
VFD-01-02
US Army Corps of Engineers ®
SHEET ID
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CUI / CONTROLLED UNCLASSIFIED INFORMATION
CUI / CONTROLLED UNCLASSIFIED INFORMATION
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P L A
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G
A
B L A
C K
A N
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T C
H S
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IA
L P
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J E
C T
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T R
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U
IT
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L A
N D
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-2
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K B
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A
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IT
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M J A
IM
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-4
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Z -3
-8
-0
1/4" = 1'-0"A1
FIRST FLOOR ELECTRICAL ROOM
ENLARGED DEMOLITION PLAN
1/4" = 1'-0"A10
FIRST FLOOR ELECTRICAL ROOM
ENLARGED NEW WORK PLAN
0 2' 4' 8' 0 2' 4' 8'
GENERAL SHEET NOTES:
1. COORDINATE UTILITY POWER OUTAGE TO THE BUILDING WITH THE
OWNER AND UTILITY. TRANSFER POWER TO GENERATOR SOURCE
PRIOR TO OUTAGE REMOVE FEEDER BREAKER CONNECTIONS FROM
EXISTING SWITCHBOARD X1. DEMOLISH EXISTING 1600A
SWITCHBOARD X1. RELOCATE UTILITY METERS TO LOCATION SHOWN
IN THE NEW WORK ENLARGED PLAN ON THIS SHEET.
2. THE EXISTING FIRST FLOOR LEVEL IS TO REMAIN OCCUPIED
THROUGHOUT THE CONSTRUCTION OF THE SECOND FLOOR LEVEL.
ALL WORK SHOWN AND NOTED ON THIS SHEET REQUIRING
DISTURBANCE OR CONNECTIONS TO SYSTEMS WITHIN THE EXISTING
FIRST FLOOR LEVEL OCCUPIED SPACE REQUIRES CONTRACTOR TO
HAVE AN APPROVED WORK PLAN, SAFETY PLAN, AND OTHER PLANS
AS LISTED IN SPECIFICATIONS PRIOR TO BEGINNING THE WORK.
CONTRACTOR SHALL FORM THESE PLANS TO MEET THE
REQUIREMENTS SET FORTH ON SHEET G-111 “SEQUENCE OF
CONSTRUCTION REQUIREMENTS FROM OWNER”; DEMOLITION AND
FIRST FLOOR DRAWINGS THROUGHOUT THE SET; AND
SPECIFICATIONS FOR ALL WORK ON FIRST FLOOR. CONTRACTOR IS
RESPONSIBLE FOR COORDINATION WITH THE OWNER FOR ALL WORK
ACCESS, WEATHER PROTECTION, LIFE SAFETY, AND UTILITY
OUTAGES.
3. CHP-01-01 SHALL REPLACE EXISTING CHWP-1. CHP-01-02 SHALL
REPLACE EXISTING CHWP-2.
4. REMOVE EXISTING WIRING AND CONDUIT FOR CHP-01-01 BACK TO THE
MCC FEEDER BUCKET.
THE NEWLY CONNECTED CHP PUMPS SHALL NOT CAUSE THE MOTOR
CONTROL CENTER'S KAIC RATING TO BE EXCEEDED. PROVIDE AN
ANALYSIS OF THE SHORT CIRCUIT AVAILABILITY AT THE MOTOR
CONTROL CENTER'S TERMINALS PRIOR TO ANY NEW WORK. IF THE
RATING IS EXCEEDED, NOTIFY THE OWNER AND PROVIDE POWER
FROM THE SECOND FLOOR PANEL, PP-231-02-001 ALONG WITH ANY
EQUIPMENT REQUIRED BY THE NEC OR LOCAL AHJ. OTHERWISE,
PROVIDE NEMA 2 MOTOR STARTER AT THE EXISTING MCC AND 30 AMP
MOTOR CIRCUIT PROTECTORS. PROVIDE 3#10, 1#10G IN 3/4"C TO THE
TEMPORARY CHP-01-01 LOCATION.
5. REMOVE EXISTING WIRING AND CONDUIT FOR CHP-01-02 BACK TO THE
MCC FEEDER BUCKET.
SHEET NOTES:
1. PROVIDE NEW SWITCHBOARD. THE SWITCHBOARD SHALL MEET
THE REQUIREMENTS IN THE DESIGN PACKAGE AND BE
COMPATIBLE WITH EXISTING EQUIPMENT. REPLACING THE
SWITCHBOARD WITH A GE BRAND IS NOT REQUIRED. THE REST
OF THE REQUIREMENTS THAT THE SWITCHBOARD SHOWS ON
THE DRAWINGS AND IN THE SPECIFICATIONS APPLY. AS LONG AS
THESE ARE MET AND IT IS COMPATIBLE WITH EXISTING
EQUIPMENT, IT IS ACCEPTABLE. REFER TO E-601 FOR RATINGS
NEEDED FOR SECOND FLOOR. RECONNECT EXISTING CIRCUITS.
MATCH EXISTING SIZE AND TYPE IF AN EXTENSION IS NEEDED.
COORDINATE TRANSFER OF POWER BACK TO UTILITY SOURCE
PRIOR TO PROCEEDING WITH FURTHER ELECTRICAL WORK.
ESTABLISH AN ELECTRICALLY SAFE WORKING CONDITION IN
ACCORDANCE WITH NFPA 70E. REFER TO E-502 FOR
SWITCHBOARD DETAIL.
2. PROVIDE NEMA 2 MOTOR STARTER AT THE EXISTING MCC AND 30
AMP MOTOR CIRCUIT PROTECTORS. PROVIDE 3#10 AWG, 1#10G IN
3/4" C.
3. CONTROL SCHEME FOR THESE PUMPS IS THE SAME AS THE
EXISTING.
4. EXTEND CIRCUIT FROM TEMPORARY LOCATION FOR CHP-01-01 TO
PERMANENT LOCATION. MATCH SIZE AND TYPE.
5. PROVIDE OPTIONAL VFD IF ELECTRONICALLY COMMUTATED
MOTOR NOT PROVIDED FOR THE CHILLED WATER PUMP.
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| G-111 SEQUENCE OF CONSTRUCTION REQUIREMENTS FROM OWNER |
| I-121 SECOND FLOOR FINISH PLAN |
| E-402 FIRST FLOOR ELECTRICAL ROOM ENLARGED PLANS |
File details come from the government source that posted it. Updated .