W912QR23R0033_Plans-0000.pdf
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- SRM WPAFB AFRL Rapid Reaction Lab
- Solicitation number
- W912QR23R0033
About this file
This document provides details on a federal contract solicitation for renovation work. The solicitation seeks bids for renovating the Rapid Reaction Laboratory at Wright-Patterson Air Force Base in Ohio, with an estimated construction cost between $5 million and $10 million. The work falls under NAICS code 236220 for commercial and institutional building construction. Bidders must be correctly classified as small or other than small businesses under this NAICS code in the System for Award Management. This is a full and open procurement requiring the HUBZone 10% price evaluation. Technical questions should be submitted through the ProjNet website. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Louisville.
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BUILDING 20652
PROJECT
LOCATION
US Army Corps of Engineers ®
SHEET ID
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US Army Corps of Engineers ®
CONTRACT NO.:
ISSUE DATE:
TASK ORDER:
PROJECT NO.:
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LOUISVILLE DISTRICT
W912QR-21-F-0205
W912QR-19-D-0041
MARCH 16, 2023
ZHTV200015
WRIGHT-PATTERSON AFB, OHIO
CERTIFIED FINAL SUBMITTAL - FY 23
FOR OFFICIAL USE ONLY
P2 NO.: 495449
12-22-22
G-000
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CERTIFIED FINAL - MAR 16, 2023
RENOVATE RESEARCH LAB FOR RAPID REACTION, F/20652
OHIO
DAYTON
WRIGHT
PATTERSON
AFB
MONTGOMERY
COUNTY
GREENE COUNTY
WRIGHT PATTERSON AIR FORCE BASE
700 Broadway Street Cincinnati, Ohio 45202
ARCHITECTURE, INTERIORS, STRUCTURAL,
MECHANICAL, PLUMBING
LAB PLANNING ELECTRICAL AND TELECOMMUNICATIONS FIRE PROTECTION AND LIFE SAFETY
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03 May 2023
W912QR23R0033
US Army Corps of Engineers ®
SHEET ID
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SEAL 12-22-22
G-001
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CERTIFIED FINAL - MAR 16, 2023
DRAWING INDEX
NO TITLE
CURRENT
ISSUE
ELECTRICAL
E-000 ELECTRICAL LEGEND
ED101 GROUND FLOOR ELECTRICAL DEMOLITION PLAN
ED102 FIRST FLOOR ELECTRICAL DEMOLITION PLAN
ED103 SECOND FLOOR ELECTRICAL DEMOLITION PLAN
EG104 ROOF GROUNDING PLAN
EL101 GROUND FLOOR LIGHTING PLAN
EL102 FIRST FLOOR LIGHTING PLAN
EL103 SECOND FLOOR LIGHTING PLAN
EP100 SITE POWER PLAN
EP101 GROUND FLOOR POWER PLAN
EP102 FIRST FLOOR POWER PLAN
EP103 SECOND FLOOR POWER PLAN
EP104 ROOF POWER PLAN
E-401 ENLARGED PLANS - LAB G18, G18A, G18M
E-402 ENLARGED PLANS - LAB 19, 20
E-403 ENLARGED PLANS - LAB 27, 28, 29
E-404 ENLARGED PLANS - LAB 30, 30A, 31
E-405 ENLARGED PLANS - LAB 38, 39
E-406 ENLARGED PLANS - LAB 40, 49
E-407 ENLARGED PLANS - LAB 117. 145
E-501 ELECTRICAL DETAILS
E-601 ELECTRICAL SCHEDULES
E-701 ELECTRICAL RISER DIAGRAM
E-801 PANEL SCHEDULES - LABS 19 & 20
E-802 PANEL SCHEDULES - LABS 27 & 28
E-803 PANEL SCHEDULES - LABS 30, 30A, 31
E-804 PANEL SCHEDULES - LABS 38 & 39
E-805 PANEL SCHEDULES - LAB 40
E-806 PANEL SCHEDULES - LAB 49 & 117
E-807 PANEL SCHEDULES - LAB 145
E-808 PANEL SCHEDULES - LAB G18, G18A, G18M
E-809 PANEL SCHEDULES - LIGHTING
FIRE ALARM
FA101 GROUND FLOOR AND MEZZANINE PLAN - FIRE ALARM
FA102 FIRST FLOOR PLAN - FIRE ALARM
FA103 SECOND FLOOR PLAN - FIRE ALARM
TELECOMMUNICATIONS
T-000 TELECOM LEGEND
TD101 GROUND FLOOR TELECOM DEMOLITION PLAN
TD102 FIRST FLOOR TELECOM DEMOLITION PLAN
TD103 SECOND FLOOR TELECOM DEMOLITION PLAN
T-101 GROUND FLOOR TELECOM PLAN
T-102 FIRST FLOOR TELECOM PLAN
T-103 SECOND FLOOR TELECOM PLAN
T-501 TELECOM DETAILS
T-502 TELECOM DETAILS
DRAWING INDEX
NO TITLE
CURRENT
ISSUE
EQUIPMENT
Q-001 LAB EQUIPMENT LEGEND & GENERAL NOTES
Q-101 GROUND & MEZZ FLOOR EQUIPMENT PLAN
Q-102 FIRST FLOOR EQUIPMENT PLAN
Q-103 SECOND FLOOR EQUIPMENT PLAN
Q-201 GROUND FLOOR NEW EQUIPMENT PLAN
Q-202 FIRST FLOOR NEW EQUIPMENT PLAN
Q-203 FIRST FLOOR NEW EQUIPMENT PLAN
Q-204 FIRST FLOOR NEW EQUIPMENT PLAN
Q-205 FIRST FLOOR NEW EQUIPMENT PLAN
Q-206 FIRST FLOOR NEW EQUIPMENT PLAN
Q-207 SECOND FLOOR NEW EQUIPMENT PLAN
Q-301 ENLARGED GROUND PLANS
Q-302 ENLARGED FIRST FLOOR
Q-303 ENLARGED FIRST FLOOR
Q-304 ENLARGED SECOND FLOOR PLAN
Q-401 INTERIOR ELEVATIONS
Q-402 INTERIOR ELEVATIONS
Q-403 INTERIOR ELEVATIONS
Q-404 INTERIOR ELEVATIONS
Q-405 INTERIOR ELEVATIONS
Q-501 CASEWORK SECTIONS
FIRE PROTECTION
FX101 GROUND AND MEZZANINE FLOOR PLAN - FIRE
PROTECTION
FX102 FIRST FLOOR PLAN - FIRE PROTECTION
FX103 SECOND FLOOR PLAN - FIRE PROTECTION
PLUMBING
P-001 ABBREVIATIONS AND SYMBOLS
P-002 GENERAL NOTES
PD101 GROUND AND MEZZANINE DEMOLITION PIPING PLANS
PD102 FIRST FLOOR DEMOLITION PIPING PLAN - NORTH
PD103 FIRST FLOOR DEMOLITION PIPING PLAN - SOUTH
PD104 SECOND FLOOR DEMOLITION PIPING PLAN
P-101 GROUND AND MEZZANINE PIPING PLANS
P-102 FIRST FLOOR PIPING PLAN - NORTH
P-103 FIRST FLOOR PIPING PLAN - SOUTH
P-104 LAB EQUIPMENT SCHEDULES
P-105 SECOND FLOOR PIPING PLAN
P-111 NITROGEN PIPING PLAN
P-301 SECTIONS
P-501 DETAILS
P-502 DETAILS
P-601 SCHEDULES
MECHANICAL
M-001 ABBREVIATIONS & SYMBOLS
M-002 GENERAL NOTES
MD101 GROUND FLOOR DEMOLITION MECHANICAL PLAN
MD102 FIRST FLOOR DEMOLITION MECHANICAL PLAN
MD103 SECOND FLOOR DEMOLITION MECHANICAL PLAN
MD104 ROOF DEMOLITION MECHANICAL PLAN
M-101 GROUND FLOOR MECHANICAL PLAN
M-102 FIRST FLOOR MECHANICAL PLAN
M-103 SECOND FLOOR MECHANICAL PLAN
M-104 ROOF MECHANICAL PLAN
M-501 DETAILS
M-502 DETAILS
M-601 SCHEDULES
M-701 CONTROLS
M-801 AIR FLOW DIAGRAMS
DRAWING INDEX
NO TITLE
CURRENT
ISSUE
GENERAL
G-000 COVER SHEET
G-001 DRAWING INDEX
G-002 CODE SUMMARY
G-003 SITE NOTES AND LOGISTICS
G-004 BASE BID AND BID OPTIONS
G-005 BASE BID AND BID OPTIONS
G-011 GROUND FLOOR PHASING PLAN - PHASE 1
G-012 FIRST FLOOR PHASING PLAN - PHASE 1
G-013 SECOND FLOOR PHASING PLAN - PHASE 1
G-021 FIRST FLOOR PHASING PLAN - PHASE 2
G-022 FIRST FLOOR PHASING PLAN - PHASE 2A
LIFE SAFETY
G-101 GROUND FLOOR AND MEZZANINE PLAN - LIFE SAFETY
G-102 FIRST FLOOR PLAN - LIFE SAFETY
G-103 SECOND FLOOR PLAN - LIFE SAFETY
G-104 FIRE PROTECTION LIFE SAFETY WORKSHEET
HAZARDOUS MATERIALS
H-101 HAZARDOUS MATERIALS - GROUND FLOOR
H-102 HAZARDOUS MATERIALS - FIRST FLOOR
H-103 HAZARDOUS MATERIALS - SECOND FLOOR
STRUCTURAL
S-001 GENERAL NOTES
S-002 GENERAL NOTES AND DESIGN DATA
S-003 SPECIAL INSPECTION REQUIREMENTS
S-004 SPECIAL INSPECTION REQUIREMENTS
S-101 FOUNDATION AND MEZZANINE FRAMING PLANS
S-102 MEZZANINE FRAMING PLAN
S-103 FIRST AND SECOND FLOOR FRAMING PLANS
S-501 SECTIONS AND DETAILS
S-502 SECTIONS AND DETAILS
S-701 RECORD DRAWING 1975
S-702 RECORD DRAWING 1975
S-703 RECORD DRAWING 1975
S-704 RECORD DRAWING 1975
ARCHITECTURE
A-001 SYMBOLS & ABBREVIATIONS
A-011 GROUND FLOOR EXISTING LAB
A-012 FIRST FLOOR EXISTING LAB
A-013 SECOND FLOOR EXISTING LAB
AD101 DEMOLITION FLOOR PLANS
AD102 DEMOLITION FLOOR PLANS
AD103 DEMOLITION FLOOR PLANS
AD111 DEMOLITION CEILING PLANS
A-101 GROUND FLOOR AND MEZZANINE PLAN
A-102 FIRST FLOOR PLAN
A-103 SECOND FLOOR PLAN
A-104 ROOF PLAN
A-111 GROUND FLOOR AND MEZZANINE CEILING PLAN
A-112 FIRST AND SECOND FLOOR CEILING PLANS
A-301 WALL SECTIONS
A-501 PARTITION TYPES AND INTERIOR DETAILS
A-510 CEILING DETAILS
A-601 DOOR SCHEDULE AND DETAILS AND FIRE STOPPING
SCHEDULE
A-701 STAIR PLANS, SECTIONS, AND DETAILS
INTERIORS
I-001 INTERIOR SPECIFICATIONS
I-101 GROUND FLOOR AND MEZZANINE FINISH PLAN
I-102 FIRST FLOOR FINISH PLAN
I-103 SECOND FLOOR FINISH PLAN
I-112 FIRST FLOOR FURNITURE PLAN
I-121 GROUND FLOOR SIGNAGE PLAN
I-122 FIRST FLOOR SIGNAGE FLOOR PLAN
I-123 SECOND FLOOR SIGNAGE FLOOR PLAN
I-501 DETAILS
I-511 SIGNAGE DETAILS
I-601 FINISH SCHEDULE
I-621 SIGNAGE SCHEDULE
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CODES, STANDARDS AND REGULATIONS
- INTERNATIONAL BUILDING CODE® (IBC), 2018, FOR CONSTRUCTION TYPE AND FIRE RESISTANCE RATING, OCCUPANCY -
SEPARATION, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITATIONS AND BUILDING SEPARATION DISTANCE
REQUIREMENTS, EXCEPT AS MODIFIED BY UFC 3-600-01
- NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022 EDITION
- NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2022 EDITION
- NFPA 45 STANDARD ON FIRE PROTECTION FOR LABORATORIES USING CHEMICALS, 2019 EDITION
- NFPA 70 NATIONAL ELECTRICAL CODE®, 2020 EDITION
- NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE®, 2022 EDITION
- NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2022 EDITION
- NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2021
EDITION
- NFPA 101 LIFE SAFETY CODE®, 2021 EDITION
- UFC 3-600-01 DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST, 2016, CHANGE 6 (6 MAY
2021)
- UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DECEMBER 2018, CHANGE 1 (19
AUGUST 2020)
- UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, 9 APRIL, 2008, CHANGE 1 (1 JANUARY 2010)
BUILDING DESCRIPTION
BUILDING 20652 IS A THREE-STORY EXISTING BUILDING THAT IS CURRENTLY USED AS LABORATORY AND OFFICES. RENOVATIONS ARE PROPOSED WITHIN A FEW LABORATORY SPACES. THE PROJECT IS CONSIDERED REHABILITATION IN ACCORDANCE WITH UFC 3-600-01. THE ENTIRE BUILDING MUST COMPLY WITH THE EXISTING OCCUPANCY REQUIREMENTS FROM NFPA 101. NEW WORK MUST COMPLY WITH THE REQUIREMENTS FOR
REHABILITATION. THE USE WILL NOT CHANGE AS PART OF THIS PROJECT.
BUILDING CODE ANALYSIS
AS AN EXISTING BUILDING WITH NO PROPOSED OCCUPANCY CHANGES, A BUILDING CODE ANALYSIS IS NOT REQUIRED. AS THE EXISTING CONSTRUCTION TYPE IS NONCOMBUSTIBLE, NEW MATERIALS UTILIZED IN WALL TYPES, ETC., MUST BE IN ACCORDANCE WITH THE IBC FOR TYPE II CONSTRUCTION. THE NEW MEZZANINE AREAS MUST COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION WHICH WOULD INCLUDE MEZZANINE AREA LIMITATIONS. MEZZANINES ARE NOT CONSIDERED FLOORS SO THERE ARE NO REQUIREMENTS FOR THE MEZZANINE CONSTRUCTION BEYOND LIMITING MATERIALS TO NONCOMBUSTIBLE. MEANS OF EGRESS
REQUIREMENTS FOR THE MEZZANINE ARE DISCUSSED IN THE MEANS OF EGRESS SECTION.
MEZZANINE ABOVE G18A AND AUTOCLAVE (MEZZANINE AREA A)
ROOM AREA: 4,805 SQUARE FEET (LAB G17, ADJACENT TO G18)
MEZZANINE AREA LIMIT: 2,402 SQUARE FEET (50% OF ROOM AREA)
1,049 SQUARE FEET
(ENCLOSED MEZZANINE LIMITED TO AN OCCUPANT
LOAD OF 10 OR LESS)
ACTUAL MEZZANINE AREA: 282 SQUARE FEET (INCLUDES EXISTING STORAGE
MEZZANINE)
G18M (MEZZANINE AREA B)
ROOM AREA: 1,224 SQUARE FEET (LAB G18)
MEZZANINE AREA LIMIT: 612 SQUARE FEET (50% OF ROOM AREA)
ACTUAL MEZZANINE AREA: 608 SQUARE FEET
OCCUPANCY CLASSIFICATION
NON-INSTRUCTIONAL LABORATORIES ARE CLASSIFIED AS INDUSTRIAL USE PER NFPA 101. IN ADDITION, THERE ARE NO CHANGES PROPOSED RELATED TO LABORATORY UNITS OR INTERIOR SEPARATIONS. BASED UPON THE ABSENCE OF FIRE RESISTANCE RATED DOORS TO THE CORRIDOR, IT IS BELIEVED THAT LABORATORY UNITS ARE DEFINED BY FLOOR. EACH FLOOR IS APPROXIMATELY 17,400 SQUARE FEET SO THE LABORATORY UNIT MAXIMUMS ARE THE MOST RESTRICTIVE QUANTITY. THE ASSOCIATED QUANTITY LIMITS FOR CLASS C AND D
LABORATORY UNITS PER NFPA 45 ARE PROVIDED BELOW.:
BASED UPON THE INFORMATION PROVIDED BY THE USER IN AUGUST 2022 (SEE TABLE BELOW) THE QUANTITIES INDICATE CLASSIFICATION AS CLASS D LABORATORY UNITS. TO PROVIDE FLEXIBILITY IN THE FUTURE AND TO ACCOUNT FOR QUANTITIES IN THE 1,905-ITEM INVENTORY THAT MAY HAVE BEEN MISCATEGORIZED OR INCLUDED
UNDER A DIFFERENT CLASSIFICATION, A CLASS C LABORATORY UNIT HAS BEEN UTILIZED.
LAB UNIT CLASS
C (LOW FIRE
HAZARD )
FLAMMABLE AND
COMBUSTIBLE
LIQUID CLASS
QUANTITES IN USE
(OR NOT IN SAFETY CABINET)
QUANTITES IN USE
AND STORAGE
I
I, II, AND IIIA
MAX QUANTITY
PER 100 SF
MAX QUANTITY
PER LAB UNIT
MAX QUANTITY
PER 100 SF
MAX QUANTITY
PER LAB UNIT
4 GALLONS
2 GALLONS
200 GALLONS
150 GALLONS
8 GALLONS
4 GALLONS
400 GALLONS
300 GALLONS
PASSIVE FIRE PROTECTION
THE EXISTING MECHANICAL CHASES ARE REQUIRED TO HAVE A 1-HOUR FIRE RESISTANCE RATING. THERE ARE NO OTHER AREAS WITHIN THE PROJECT AREA THAT ARE REQUIRED TO HAVE A FIRE RESISTANCE RATED SEPARATION. THE SCOPE OF WORK INCLUDES CORRECTION OF EXISTING DEFICIENCIES IN MECHANICAL
CHASES THROUGHOUT THE BUILDING AS THEY RELAY TO THROUGH PENETRATIONS AND OPENING
PROTECTIVES.
OPENING PROTECTIVES AND THROUGH-PENETRATIONS
THE EXISTING MECHANICAL CHASES ARE COMPARABLE TO SHAFTS AS THERE IS OPEN GRATING AT THE FLOOR LEVEL. NEW DOORS ARE REQUIRED TO HAVE A 60-MINUTE FIRE RESISTANCE RATING. EXISTING DOORS WITH A 45-MINUTE FIRE RESISTANCE RATING ARE PERMITTED TO REMAIN PER NFPA 101, PARAGRAPH 8.3.3.2.3. IN ADDITION, EXISTING STEEL DOORS WITHOUT A LABEL ARE PERMITTED TO REMAIN IF APPROVED BY THE AHJ
(NFPA 101, PARAGRAPH 8.3.3.3.4).
FIRE DAMPERS ARE REQUIRED AT ALL MECHANICAL PENETRATIONS OF THE CHASES (NFPA 90A, SECTION 5.3) EXCEPT THOSE ASSOCIATED WITH LABORATORY EXHAUST SYSTEMS. LABORATORY EXHAUST SYSTEM
PENETRATIONS MUST COMPLY WITH NFPA 45, SECTION 7.5.10.2.1.
ALL THROUGH-PENETRATIONS OF THE LABORATORY FLOOR OR MECHANICAL CHASE WALLS ARE REQUIRED TO BE PROVIDED WITH A UL-LISTED THROUGH-PENETRATION FIRESTOP SYSTEM FOR A 1-HOUR FIRE BARRIER.
INTERIOR FINISH
AS THERE ARE NO CORRIDORS WITHIN THE PROJECT AREA, INTERIOR FINISHES ARE PERMITTED TO BE CLASS A, B, OR C (NFPA 101, PARAGRAPH 40.3.3.2). THERE ARE NO REQUIREMENTS FOR INTERIOR FLOOR FINISH (NFPA
101, PARAGRAPH 40.3.3.3.2).
MEANS OF EGRESS
MEANS OF EGRESS WILL BE IN ACCORDANCE WITH NFPA 101 PER UFC 3-600-01. AS THE MAQ’S ARE NOT
EXCEEDED, THE REQUIREMENTS FOR A GENERAL INDUSTRIAL OCCUPANCY ARE APPLICABLE.
OCCUPANT LOAD (NFPA 101, TABLE 7.3.1.2)
BUSINESS: 1 PERSON PER 150 GROSS SF
LAB (INDUSTRIAL, NOT INSTRUCTIONAL): 1 PERSON PER 100 GROSS SF
STORAGE: 1 PERSON PER 500 GROSS SF
MECHANICAL/ELECTRICAL: MAXIMUM ANTICIPATED
CALCULATED OCCUPANT LOAD: 182 (GROUND FLOOR ESTIMATED)
175 (FIRST FLOOR ESTIMATED)
175 (SECOND FLOOR ESTIMATED)
NUMBER OF EXITS
A MINIMUM OF TWO EXITS ARE REQUIRED FOR ANY SPACE WITH AN OCCUPANT LOAD GREATER THAN 50
PERSONS OR AS NECESSARY TO NOT EXCEED COMMON PATH OF TRAVEL LIMITATIONS.
EXIT CAPACITY
EXITS AND EGRESS PATHS ARE TO BE SIZED FOR THE OCCUPANT LOAD SERVED. WIDTH CALCULATIONS ARE TO BE BASED ON 0.20 INCHES PER OCCUPANT FOR DOORS WITH A MINIMUM COMPONENT CLEAR WIDTH OF 32 INCHES (NFPA 101, PARAGRAPH 40.2.3). THE OCCUPANT LOAD IN THE RENOVATED AREAS ON THE FIRST AND SECOND FLOORS OF THE BUILDING SHOULD BE CONSISTENT WITH THE CURRENT OCCUPANT LOAD AS THE USE OF THE AREAS HAS NOT BEEN MODIFIED. THE OCCUPANT LOAD ON THE GROUND FLOOR WILL BE MINIMALLY
IMPACTED BY THE ADDITION OF THE MEZZANINE.
TRAVEL DISTANCE
THE MAXIMUM PERMITTED TRAVEL DISTANCE IS 250 FEET IN A FULLY SPRINKLERED BUILDING (NFPA 101, TABLE 40.2.6.1). THE LARGEST OBSERVED TRAVEL DISTANCE WITHIN THE SCOPE OF WORK IS 113 FT.
COMMON PATH OF TRAVEL
THE MAXIMUM PERMITTED COMMON PATH OF TRAVEL IS 100 FEET IN A FULLY SPRINKLERED BUILDING (NFPA 101, TABLE 40.2.5.1). THE LARGEST OBSERVED COMMON PATH OF TRAVEL WITHIN THE SCOPE OF WORK IS 86 FT.
DEAD-END CORRIDOR
THERE ARE NO CORRIDORS WITHIN THE PROJECT SCOPE OF WORK.
EMERGENCY LIGHTING
LABORATORY WORK AREAS WILL BE PROVIDED WITH EMERGENCY LIGHTING VIA BATTERY BACKUP PER NFPA 45, PARAGRAPH 5.5.3.1. EMERGENCY LIGHTING WILL BE PROVIDED FOR A MINIMUM OF 1½ HOURS IN THE EVENT OF
INTERNAL POWER FAILURE. EMERGENCY LIGHTING WILL BE IN ACCORDANCE WITH NFPA 101.
EXIT MARKING
EXIT SIGNS SHALL BE LED TYPE WITH BATTERY BACKUP AND SHALL BE PROVIDED AT ALL MEANS OF EGRESS WHERE EITHER TWO MEANS OF EGRESS ARE REQUIRED FROM A SPACE OR WHERE OCCUPANTS PASS THROUGH AN INTERVENING SPACE AND THE LOCATION OF THE EXIT IS NOT READILY APPARENT. EXIT SIGN ILLUMINATION WILL BE PROVIDED FOR A MINIMUM OF 1½ HOURS IN THE EVENT OF INTERNAL POWER FAILURE. ALL MARKING OF EXITS WILL BE IN ACCORDANCE WITH NFPA 101. EXIT SIGNS WILL BE PROVIDED WITH RED LETTERING.
WATER SUPPLY
THE EXISTING SPRINKLER SYSTEM AND FIRE HYDRANTS ARE FED FROM A LOOPED 8-INCH MAIN CONNECTED TO THE BASE WATER DISTRIBUTION SYSTEM. A WATER FLOW TEST WAS PERFORMED BY AMERICAN WATER ON JULY 27, 2021 AT 9:20 AM AND RESULTED IN A STATIC PRESSURE OF 91 POUNDS PER SQUARE INCH AND A RESIDUAL PRESSURE OF 89 POUNDS PER SQUARE INCH WHILE FLOWING 475 GALLONS PER MINUTE. A SINGLE 2 ½-INCH HOSE CONNECTION WAS UTILIZED BUT THE FLOW WAS VERY LOW IN COMPARISON TO THE MAIN SIZE AND THE OBSERVED PRESSURE. IT IS RECOMMENDED THAT THE WATER DISTRIBUTION SYSTEM IN THE AREA BE STUDIED TO VERIFY THAT NO VALVES ARE CLOSED AND THAT THERE IS NOT AN ISSUE WITH THE FIRE HYDRANT OR THE DEAD-END FEED TO THE FIRE HYDRANT. THERE ARE ADDITIONAL FIRE HYDRANTS IN THE AREA AND THE PRESSURES OBSERVED, ALONG WITH THE MAIN SIZE AND CONFIGURATION, DO NOT INDICATE THAT THERE IS AN
ISSUE SUPPORTING THE EXISTING SPRINKLER SYSTEM OR FIRE FLOW.
D (MINIMAL
FIRE HAZARD )
I
I, II, AND IIIA 1 GALLONS
1 GALLONS
75 GALLONS
75 GALLONS
2 GALLONS
2 GALLONS
150 GALLONS
150 GALLONS
FLAMMABLE
AND
COMBUSTIBLE
LIQUID CLASS
CLASS I
GROUND FLOOR
QUANTITY
FIRST FLOOR
QUANTITY
GALLONS
USE
CLASS I, II, IIIA 5
GALLONS
GROUND FLOOR
QUANTITY
GALLONS
USE AND
STORAGE
GALLONS
GALLONS
USE
GALLONS
GALLONS
USE AND
STORAGE
GALLONS
GALLONS
USE
GALLONS
GALLONS
USE AND
STORAGE
GALLONS
AUTOMATIC SPRINKLER PROTECTION
THE BUILDING IS PROVIDED WITH AN EXISTING WET PIPE AUTOMATIC SPRINKLER SYSTEM.
ON THE FIRST AND SECOND FLOORS, THERE IS MINIMAL IMPACT TO THE EXISTING
SPRINKLERS ASSOCIATED WITH UPDATED CEILINGS AND THE ADDITION/REMOVAL OF
SELECT WALLS. DUE TO THE AGE OF THE EXISTING SPRINKLERS, NEW QUICK-RESPONSE
SPRINKLERS ARE TO BE PROVIDED IN ALL AREAS WITHIN THE SCOPE OF WORK, EVEN IF
THERE ARE NO PIPE CHANGES REQUIRED. THE GROUND LEVEL LAB AREA RENOVATION
WILL RESULT IN NEW SPRINKLERS BEING PROVIDED BELOW THE MEZZANINE AND
SPRINKLERS PROVIDED ABOVE AND BELOW THE MEZZANINE IN G18A.
IT IS ANTICIPATED THAT THERE WILL BE LESS THAN 20 SPRINKLERS ADDED OR MODIFIED
AS PART OF THIS PROJECT SO SHOP DRAWINGS AND CALCULATIONS WILL NOT BE
REQUIRED PER UFC 3-600-01, PARAGRAPH 9-7.5.1.2. THE DIRECT REPLACEMENT OF
SPRINKLERS WITH NEW ONES WOULD NOT CONTRIBUTE TO THE COUNT TOTAL.
FIRE ALARM AND MASS NOTIFICATION SYSTEM
THE BUILDING IS PROVIDED WITH AN EXISTING FIRE ALARM AND MASS NOTIFICATION
SYSTEM WHICH CONSISTS OF CLEAR LENS “FIRE” STROBES AND AMBER LENS “ALERT”
STROBES FOR MASS NOTIFICATION WITH COMMON SPEAKERS SHARED BY BOTH SYSTEMS.
DUE TO THE LIMITED SCOPE OF FIRE ALARM WORK IN THE PROJECT AND THE LARGE
CAMPUS OF INTERCONNECTED BUILDINGS. AMBER LENS "ALERT" STROBES WILL REMAIN
IN USE TO MAINTAIN CONSISTENCY. INITIATING DEVICES CONSIST OF SPOT-TYPE SMOKE
DETECTORS ABOVE CONTROL UNITS, SPOT-TYPE SMOKE DETECTORS ASSOCIATED WITH
ELEVATORS, SPRINKLER WATERFLOW SWITCHES, AND MANUAL PULL STATIONS. DUCT
SMOKE DETECTORS ARE PROVIDED AS A SUPERVISORY CONDITION AND FOR ASSOCIATED
UNIT SHUT DOWN AND HVAC MANUAL SHUT DOWN SWITCHES ARE SUPERVISED BY THE
FIRE ALARM SYSTEM. ALL SPRINKLER SYSTEM CONTROL VALVES ARE SUPERVISED BY THE
FIRE ALARM SYSTEM. TEXT DISPLAYS ARE PROVIDED AT BUILDING EXITS AND MASS
NOTIFICATION SYSTEM LOCAL OPERATOR CONSOLES ARE PROVIDED ON EACH FLOOR OF
THE BUILDING. THE EXISTING FIRE ALARM AND MASS NOTIFICATION SYSTEM ALSO SERVES
AS A LAB CHEMICAL SPILL NOTIFICATION SYSTEM WHICH TRANSMITS TO THE ADJACENT
BUILDINGS IF A CHEMICAL SPILL PULL STATION IS OPERATED.
THE EXISTING AMBER LENS MASS NOTIFICATION SYSTEM STROBES ARE TO REMAIN IN USE
BASED ON THE LIMITED AREAS OF THE BUILDING THAT ARE IMPACTED BY THIS PROJECT.
IT IS ANTICIPATED THAT FIRE ALARM AND MASS NOTIFICATION SYSTEM MODIFICATIONS
WILL BE LIMITED TO THE ADDITION AND RELOCATION OF A FEW NOTIFICATION APPLIANCES.
PORTABLE FIRE EXTINGUISHER
GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS WILL BE SIZED AND SPACED IN
ACCORDANCE WITH UFC 3-600-01 AND NFPA 10. AT LEAST ONE CLASS 4A:60B:C RATED DRY
CHEMICAL PORTABLE FIRE EXTINGUISHER WILL BE PROVIDED FOR EVERY 11,250 SQUARE
FEET OF FLOOR AREA AND LOCATED SUCH THAT AN OCCUPANT TRAVELS NO MORE THAN
75 FEET BEFORE REACHING A PORTABLE FIRE EXTINGUISHER IN ALL RENOVATED AREAS.
HAZARD AND FLOOR AREA HAS NOT INCREASED SO THE EXISTING FIRE EXTINGUISHERS IN
THE CORRIDORS SHOULD BE ADEQUATE BUT ADDITIONAL FIRE EXTINGUISHERS WILL BE
PROVIDED WITHIN THE LABORATORY AREAS TO MEET THE TRAVEL DISTANCE LIMITATION.
BUILDING
20652
FLOW
HYDRANT
TEST
HYDRANT
6"
8"
8"
6" 6"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
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F
EN
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IN
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D R
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2 3 4 5 6 7 8 9 10
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G-002
C O
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SU
M
M
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K.
P
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D
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S
W . H
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-1
6-
CERTIFIED FINAL - MAR 16, 2023
NOT TO SCALEG-002
1 FLOW TEST LOCATION DIAGRAM
S U
B M
IT
T
E D
G
H
U T
Z E
L
W
2Q R
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_P la ns -0
SITE LOGISTICS PLAN
LOBBY ENTRANCE
LOADING DOCK AREA.
CONTRACTOR CHECK IN/OUT.
SHIPPING/RECEIVING DESK
PROPOSED CONTRACTOR
PARKING AREA, NORTH SIDE
OF EXISTING CE LOT
UNDERGROUND FACILITY
UTILITY LINES
PROPOSED CONTRACTOR
LAY DOWN AREA
BUILDING 20652
PARKING SIGNAGE AT EV PARKING
OPTION PER WPAFB INSTRUCTION
31-1001, CHAPTER 7.3, "FOR
GOVERNMENT USE ONLY"
PROPOSED HAUL ROUTE
VEHICLE
INSPECTION
GATE 26A
I-675
NATIONAL
ROAD GATE
NATIONAL
ROAD
12TH
ST.
BUILDING
20652
KAUFFMAN
ROAD
A ROAD
SKEEL
AVE.
PIERCE
DR.
LOOP RD
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
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S O
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IN
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C H
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D B
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B Y
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V
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W B
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A N
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U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
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IP
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IO
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R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
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A C
T
IO
N
W P
A F
B B
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D
IN
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W R
IG
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A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
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V
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L E
D
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T R
IC
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L O
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L E
K
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T U
C K
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B
R O
A D
W A
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T R
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T C
IN
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A T
I, O
H
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SEAL 12-22-22
G-003
S
IT
E N
O T
E S
A N
D L
O G
IS
T
IC
S
J P
E S
S E
L L
M A
L B
E R
S
G H
U T
Z E
L
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C H
M
IT
Z
-1
-2
CERTIFIED FINAL - MAR 16, 2023
O TURN-IN ALL MERCURY CONTAINING LAMPS TO 88 CEG/CEIE IN
ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43.
P TURN-IN ALL PCB CONTAINING LIGHT BALLAST TO 88 CEG/CEIE IN
ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43.
Q 30 DAYS PRIOR TO START OF WORK, THE CONTRACTOR SHALL
TAKE A REPRESENTATIVE SAMPLE OF THE HVAC SYSTEM WATER
TO DETERMINE WHETHER IT CAN BE DRAINED DIRECTLY INTO THE
SANITARY SEWER. ANALYZE THE WATER TO DETERMINE THE TOTAL
LEVEL OF EACH OF THE FOLLOWING: ARSENIC, CADMIUM,
CHROMIUM, COPPER, CYANIDE, LEAD, MERCURY, MOLYBDENUM,
NICKEL, SELENIUM, SILVER, ZINC, SULFIDE, OIL AND GREASE,
PHOSPHORUS, COD AND BOD. THE LAB PERFORMING THE
ANALYSES MUST BE CERTIFIED BY OHIO EPA TO ANALYZE FOR
THESE PARAMETERS. PROVIDE A COPY OF THE LAB'S REPORT TO
THE CONTRACTING OFFICER, WHO WILL IN TURN FORWARD IT TO 88
CEG/CEIEA FOR A DETERMINATION ON THE WASTEWATER
DISPOSAL METHOD.
R COORDINATE DISPOSITION OF EXCESS RADIOACTIVE
COMMODITIES, E.G. IONIZATION TYPE SMOKE DETECTORS,
RADIOLUMINESCENT EMERGENCY EXIT SIGNS, OR ANY OTHER
RADIOACTIVE COMMODITY AND/OR RADIOACTIVE CONTAMINANT
THROUGH THE INSTALLATION RADIATION SAFETY OFFICER, 88
OMRS/SGXB.
S PROJECT LAYDOWN AREA IS WITHIN LANDFILL BUFFER. ANY SOIL
DISTURBANCE (PENETRATING, DIGGING, SCRAPING, MOVEMENT OF
HEAVY EQUIPMENT, ETC.) IN THIS AREA REQUIRES THE
COORDINATION AND APPROVAL FROM THE OHIO ENVIRONMENTAL
PROTECTION AGENCY. ALLOW A MINIMUM OF 90 DAYS TO PROCESS
AND SUBMIT AN APPLICATION FOR AUTHORIZATION -
ENVIRONMENTAL RESTORATION SITE DISTURBANCE TO OEPA IAW
OAC 3745-513 (F). ALLOW A MINIMUM 90 DAYS TO PROCESS THE
REQUEST THROUGH AFCEC/CZOM. CONTACT MR. JOHN CROCKER,
REMEDIAL PROJECT MANAGER AT JOHN.CROCKER.5@US.AF.MIL OR
(936) 257-2312 FOR ADDITIONAL INFORMATION.
T THE CONTRACTOR SHALL SURVEY FUME HOOD SYSTEMS AND SINK
TRAPS THAT ARE TO BE REMOVED OR ALTERED DURING
RENOVATION / DEMOLITION ACTIVITIES. THE SURVEY SHALL
INCLUDE CHEMICAL TESTING WHERE APPLICABLE, TO DETERMINE
IF A POTENTIALLY SHOCK SENSITIVE OR EXPLOSIVE SITUATION
EXISTS. SURVEY SHALL ALSO INCLUDE DETERMINING THE
PRESENCE OF LIQUID MERCURY IN SINK TRAPS, TRAPS UNDER
FLOOR DRAINS, AND IN CONCRETE SEAMS/CRACKS. ANALYTICAL
RESULTS AND SURVEY REPORT SHALL BE SUBMITTED TO 88
CEG/CEIEA, MARIA CRUSET HAZARDOUS WASTE PM,
MARIA.CRUSET@US.AF.MIL OR 937-257-0023.
A ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB
SPECIFICATION SECTION 01 35 43 GENERAL ENVIRONMENTAL
REQUIREMENTS (WPAFB).
B NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED
DURING THIS PROJECT.
C SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT
STAGING AREAS, WILL REQUIRE EROSION CONTROL MEASURES.
FOR PROJECTS THAT DISTURB LESS THAN AN ACRE OF SOIL, AN
EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL
DISTURBANCE. FOR PROJECTS THAT DISTURB MORE THAN AN
ACRE, A NOTICE OF INTENT (NOI) MUST BE APPROVED BY THE OHIO
EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM
WATER POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88
CEG/CEIEA. PLEASE CONTACT THE 88 CEG/CEIEA WATER PM MIKE
VAUGHN, (937-257-8028 OR MICHAEL.VAUGHN.3@US.AF.MIL) FOR
ADDITIONAL INFORMATION.
D THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A
MINIMUM USING APPROVED DUST SUPPRESSING METHODS SUCH
AS WATER SPRAYS ON AREA OF HIGH DUST GENERATION. FOR
ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR
PM CHET POWERS AT 937-257-3349 OR BY EMAIL AT
CHET.POWERS@US.AF.MIL.
E REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL
IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43.
F ALL WINDOW AND DOOR FRAME CAULKING AND GLAZING WILL BE
TREATED AS CONTAINING ASBESTOS UNLESS TESTING PROVES IT
TO BE ASBESTOS FREE.
G DEMOLITION OF LOAD-BEARING WALLS OR STRUCTURAL
COMPONENTS REQUIRE NOTIFICATION OF DEMOLITION AND
RENOVATION TO THE REGIONAL AIR POLLUTION AND CONTROL
AGENCY (RAPCA) A MINIMUM OF 10 WORK DAYS PRIOR TO
BEGINNING CONSTRUCTION.
H RECOVER AND RECLAIM ANY REFRIGERANT IN ACCORDANCE WITH
WPAFB SPECIFICATION SECTION 01 35 43 GENERAL
ENVIRONMENTAL REQUIREMENTS (WPAFB).
I IF ANY REFRIGERANT-CONTAINING EQUIPMENT SCHEDULED FOR
NEW INSTALLATION, INCLUDING WATER COOLERS, THEY MUST
UTILIZE AN HFC REFRIGERANT. CFC AND HCFC REFRIGERANTS ARE
NOT AUTHORIZED FOR NEW EQUIPMENT INSTALLATION. FOR
ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR
PROGRAM MR. CHET POWERS AT 937-257-3349 OR
CHET.POWERS@US.AF.MIL.
J SUBMIT A REFRIGERANT RECORD WITHIN ONE DAY OF COMPLETION
OF WORK INVOLVING REFRIGERANTS TO THE 88 CEG/CEIEA AIR
PROGRAM, CHET POWERS AT 937-257-3349 OR
CHET.POWERS@US.AF.MIL.
K ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED,
LABELED AND STORED. ANY HAZARDOUS WASTE GENERATED
FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY
CHARACTERIZED, LABELED AND MANAGED BY TRAINED EMPLOYEE
OF THE CONTRACTOR WITH KNOWLEDGE OF THE ACTIVITY /
PROCESS WHERE THE WASTE WAS GENERATED. ALL HAZARDOUS
WASTE WILL BE TURNED OVER TO THE GOV'T FOR DISPOSAL. IN
ADDITION, PROPER COORDINATION IS NEEDED WITH 88 CEG/CEIEC.
QUESTIONS CONCERNING THE REQUIREMENTS FOR STORAGE AND
DISPOSAL OF ANY HAZARDOUS MATERIALS CAN BE ADDRESSED BY
THE 88 CEG/CEIEC HAZARDOUS MATERIALS PM AT
KAREN.BEASON@US.AF.MIL OR 937-257-5899 OR 88 CEG/CEIEC
HAZARDOUS WASTE PM, MARIA.CRUSET@US.AF.MIL OR
937-257-0023.
L LEAD BASED PAINT WASTE GENERATED FROM ABATEMENT
ACTIVITIES SHALL BE MANAGED AND DISPOSED AS HARDOUS
WASTE IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01
35 43.
M ALL METAL AND WIRING SHALL BE RECYCLED AT THE WPAFB BASE
RECYCLING CENTER. THE WPAFB RECYCLING CENTER IS
AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL.
ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE
RECYCLING CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN
ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43.
CONTACT WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060
TO CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO
COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A
QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT
REPRESENTATIVE IAW WPAFB SPECIFICATION SECTION 01 35 43
STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF
CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE
COST TO DIVERT/REUSE THE TONNAGE OF CONSTRUCTION AND
DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO MULCH
AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION
MATERIALS MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND
THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS
CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL
AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION
MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE
TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS
INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF
LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE
RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7
COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY
REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR
ADDITIONAL INFORMATION CONTACT THE RECYCLING PM, BRIAN
ROBINSON, AT 937-257-5060 OR BRIAN.ROBINSON.5@US.AF.MIL.
N TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND
THERMOSTATS TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB
SPECIFICATION SECTION 01 35 43 FOR RECYCLING.
N
N
GENERAL NOTES WPAFB ENVIRONMENTAL
W
2Q R
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_P la ns -0
7 8 9 10
J
G
Fb
8.77.3
F.9
F.1
F.3
7.8 8.5
G.2
G.4
8.8 9.4
G18A
G18
EV CHARGING STATION,
REFER TO ELECTRICAL
DRAWINGS
7 8 9 10
G
Fb
G18M
BID LEGEND
OPTION 1
OPTION 2
OPTION 3
OPTION 4
BASE BID
OPTION 5
6 7 8 9 10 11 12 13 14 15
L
J
G
39 40
40B
30A
40C
UTILITY
SHAFT 1
UTILITY
SHAFT 2
UTILITY
SHAFT 3
UTILITY
SHAFT 4
KEY PLAN
KEY PLAN
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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C H
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K E
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V
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U E
D A
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C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
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IP
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N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
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D
IN
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W R
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A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
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V
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L E
D
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T R
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L O
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V
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L E
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C K
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B
R O
A D
W A
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T R
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T
C
IN
C
IN
N A
T I, O
H
IO
SEAL 12-22-22
G-004
B A
S E
B
ID
A N
D B
ID
O
P T
IO
N
S
J P
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L L
M A
L B
E R
S
G H
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C H
M
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-1
-2
CERTIFIED FINAL - MAR 16, 2023
1/8" = 1'-0"G-004
01 GROUND FLOOR PLAN
1/8" = 1'-0"G-004
02 GROUND FLOOR MEZZANINE PLAN
1/8" = 1'-0"G-004
03 FIRST FLOOR PLAN
W
2Q R
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_P la ns -0
6 7 8 9 10 11 12 13 14 15
L
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UTILITY
SHAFT 1
UTILITY
SHAFT 2
UTILITY
SHAFT 3
UTILITY
SHAFT 4
BID LEGEND
OPTION 1
OPTION 2
OPTION 3
OPTION 4
BASE BID
OPTION 5
KEY PLAN
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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E R
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C H
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D E
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B M
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B Y
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V
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W B
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A N
S I D
IS
S
U E
D A
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C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
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N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
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IP
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N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
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D
IN
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W R
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A T
T E
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O N
A F
B O
H
IO
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T V
L O
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V
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L E
D
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T R
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L O
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L E
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C K
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B
R O
A D
W A
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T R
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T
C
IN
C
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N A
T I, O
H
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SEAL 12-22-22
G-005
B A
S E
B
ID
A N
D B
ID
O
P T
IO
N
S
J P
E S
S E
L L
M A
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C H
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-1
-2
CERTIFIED FINAL - MAR 16, 2023
1/8" = 1'-0"G-005
01 SECOND FLOOR PLAN
W
2Q R
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_P la ns -0
7 8 9 10
L
J
G
Fb
8.77.3
F.9
F.1
G18A
G18
PH1-01 PH1-02
F.3
7.8 8.5
G.2
G.4
8.8 9.4
AUTOCLAVE
TO REMAIN
PHASING LEGEND
ACTIVE DEMOLITION OR
CONSTRUCTION SCOPE
TEMPORARY DUST-PROOF PARTITION
EXISTING FUME HOOD
TO BE RELOCATED
NEW FUME HOOD
EXISTING FUME HOOD
TO REMAIN
P H
A S
E
ROOM END USER
G18
G18A
STRUCTURAL MATERIALS EVALUATION LAB
STRUCTURAL MATERIALS EVALUATION LAB
30A
40B
NON-DESTRUCTIVE INSPECTION LAB
ALL
STRUCTURAL FAILURE LAB
STRUCTURAL FAILURE LAB
STRUCTURAL FAILURE LAB
NON-DESTRUCTIVE INSPECTION LAB
NON-DESTRUCTIVE INSPECTION LAB
117 STRUCTURAL MATERIALS EVALUATION LAB
G18M STRUCTURAL MATERIALS EVALUATION LAB
19 STRUCTURAL FAILURE LAB
20 ELECTRICAL FAILURE LAB
28 STRUCTURAL FAILURE LAB
38 NON-DESTRUCTIVE INSPECTION LAB
39 NON-DESTRUCTIVE INSPECTION LAB
40 NON-DESTRUCTIVE INSPECTION LAB
145 STRUCTURAL MATERIALS EVALUATION LAB
P H
A S
E
NEW CAPTURE HOOD
40 NON-DESTRUCTIVE INSPECTION LAB
7 8 9 10
L
J
G
Fb
8.77.3
F.9
F.1
G18A
G18
PH1-03 PH1-04 PH1-05
ON MEZZANINE
ON MEZZANINE
F.3
7.8 8.5
G.2
G.4
8.8 9.4
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
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D E
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N E
D B
Y
S U
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E D
B Y
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W B
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A N
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D A
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C O
N T
R A
C T
N O
S O
L
IC
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A
T
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N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
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IP
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IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T
C
IN
C
IN
N A
T I, O
H
IO
KEY PLAN
SEAL 12-22-22
G-011
G R
O U
N D
F L O
O R
P H
A S
IN
G
P L A
N
P H
A S
E
J P
E S
S E
L L
M A
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U T
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M
IT
Z
-1
-2
CERTIFIED FINAL - MAR 16, 2023
1/8" = 1'-0"G-011
01 GROUND FLOOR PHASE 1 PLAN
N 16'4' 8'
SCALE: 1/8"=1'-0"
PHASING NOTES
STRUCTURAL MATERIALS EVALUATION LAB STRUCTURAL MATERIALS EVALUATION LAB
1/8" = 1'-0"G-011
02 MEZZANINE PHASE 1 PLAN
NOTE: AUTOCLAVE PROTECTION TO BE A 3 5/8" METAL STUD ENCLOSURE AT 24" ON CENTER WITH 6 MIL PLASTIC
SHEET. PROVIDE A 3'-0" WIDE X 7'-0" HIGH ACCESS FLAP WITH HOOK AND LOOP CLOSURE STRIPS FOR DEPARTMENT
PERSONNEL ACCESS TO AUTOCLAVE. PROVIDE 3'-0" MINIMUM CLEARANCE INSIDE. PROVIDE TEMPORARY LIGHTING.
COORDINATE DEPARTMENT-PROVIDED TEMPORARY CAPTURE HOOD PLACEMENT WITH DEPARTMENT PERSONNEL.
PH1-01 LAB EQUIPMENT TO BE MOVED TO TEMPORARY LOCATION BY DEPARTMENT PERSONNEL PRIOR TO
CONSTRUCTION COMMENCING. AUTOCLAVE TO REMAIN IN PLACE AND PROTECTED DURING
CONSTRUCTION. CONSTRUCTION CONTRACTOR TO ALLOW THE AUTOCLAVE TO BE OPERATED
WHILE CONSTRUCTION WORK IS ON-GOING. DEPARTMENT TO GIVE CONTRACTOR A MINIMUM OF 72
WORKING HOURS PRIOR NOTICE. DETAILS TO BE WORKED OUT WITH THE CONTRACTOR AND
GOVERNMENT DURING THE PROJECT START UP PHASE
PH1-02 DEMOLITION AND UTILITY WORK COMMENCES. REFER TO MEP AND LIFE SAFETY DRAWINGS FOR
ADDITIONAL INFORMATION
PH1-03 NEW WORK COMMENCES. INSTALL MEZZANINES AND RELOCATE UTILITIES, REFER TO MEP AND LIFE
SAFETY DRAWINGS FOR ADDITIONAL INFORMATION
PH1-04 INSTALL FINISHES AND LAB CASEWORK
PH1-05 DEPARTMENT PERSONNEL TO RE-INSTALL LAB EQUIPMENT STORED IN TEMPORARY LOCATIONS
AFTER CONSTRUCTION WORK HAS BEEN FINISHED AND ACCEPTED
W
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N
7 8 11 12 13 14 15
L
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40B
30A
30 3129
PH1-06
PH1-07
PH1-08
PH1-09 PH1-11
PH1-13
PH1-08PH1-10
PH1-11
PH1-11
PH1-11
PH1-11
PH1-11
PH1-11
PH1-11
PH1-12
PH1-14
40C
PH1-15
PH1-15
PH1-15 PH1-15 PH1-15
PH1-15
PH1-15
PH1-12
UTILITY
SHAFT 1
UTILITY
SHAFT 3
UTILITY
SHAFT 4
PHASING LEGEND
ACTIVE DEMOLITION OR
CONSTRUCTION SCOPE
TEMPORARY DUST-PROOF PARTITION
EXISTING FUME HOOD
TO BE RELOCATED
NEW FUME HOOD
EXISTING FUME HOOD
TO REMAIN
P H
A S
E
ROOM END USER
G18
G18A
STRUCTURAL MATERIALS EVALUATION LAB
STRUCTURAL MATERIALS EVALUATION LAB
30A
40B
NON-DESTRUCTIVE INSPECTION LAB
ALL
STRUCTURAL FAILURE LAB
STRUCTURAL FAILURE LAB
STRUCTURAL FAILURE LAB
NON-DESTRUCTIVE INSPECTION LAB
NON-DESTRUCTIVE INSPECTION LAB
117 STRUCTURAL MATERIALS EVALUATION LAB
G18M STRUCTURAL MATERIALS EVALUATION LAB
19 STRUCTURAL FAILURE LAB
20 ELECTRICAL FAILURE LAB
28 STRUCTURAL FAILURE LAB
38 NON-DESTRUCTIVE INSPECTION LAB
39 NON-DESTRUCTIVE INSPECTION LAB
40 NON-DESTRUCTIVE INSPECTION LAB
145 STRUCTURAL MATERIALS EVALUATION LAB
P H
A S
E
NEW CAPTURE HOOD
40 NON-DESTRUCTIVE INSPECTION LAB
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
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N O
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N N
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2 3 4 5 6 7 8 9 10
F
E
D
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B
A
D A
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M A
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D E
S C
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IP
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N O
V A
T E
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S E
A R
C H
L A
B F
O R
R A
P
ID
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A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
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T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
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V
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L E
D
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T R
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L O
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V
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L E
K
E N
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C K
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B
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A D
W A
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T R
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C
IN
C
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N A
T I, O
H
IO
KEY PLAN
SEAL 12-22-22
G-012
F
IR
S T
F L O
O R
P H
A S
IN
G
P L A
N
P H
A S
E
J P
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L L
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CERTIFIED FINAL - MAR 16, 2023
1/8" = 1'-0"G-012
01 FIRST FLOOR PHASE 1 PLAN NON-DESTRUCTIVE INSPECTION LAB, STRUCTURAL FAILURE LAB, AND ELECTRICAL FAILURE LAB
N 16'4' 8'
SCALE: 1/8"=1'-0"
PHASING NOTES
PH1-06 LAB EQUIPMENT TO BE MOVED FROM LAB 30A TO TEMPORARY LOCATIONS OR LAB 28 BY DEPARTMENT PERSONNEL PRIOR TO
CONSTRUCTION COMMENCING. LOOSE EQUIPMENT AND CHEMICALS TO BE REMOVED IN ROOM 40C PRIOR TO CONSTRUCTION
COMMENCING
PH1-07 DEPARTMENT PERSONNEL TO MOVE ALL LAB EQUIPMENT FROM 27 TO STAGING AREA OF 38 AND TEMPORARY LOCATIONS PRIOR TO
CONSTRUCTION COMMENCING
PH1-08 DEPARTMENT PERSONNEL TO MOVE ALL LAB EQUIPMENT IN 49 TO THE STAGING AREA OF 40 AND ALL LAB EQUIPMENT IN 31 TO
EXISTING 20 AND TEMPORARY LOCATIONS PRIOR TO CONSTRUCTION COMMENCING
PH1-09 DEPARTMENT PERSONNEL TO MOVE ALL LAB EQUIPMENT IN 19 TO TEMPORARY LOCATIONS PRIOR TO CONSTRUCTION COMMENCING
PH1-10 LAB EQUIPMENT TO BE MOVED FROM LAB 30 TO TEMPORARY LOCATIONS BY DEPARTMENT PERSONNEL PRIOR TO CONSTRUCTION
COMMENCING
PH1-11 AT THE BEGINNING OF THE PHASE, TEMPORARILY CAP DUCTWORK AND PIPING AND BALANCE SYSTEM FOR LOWER CFM. AFTER
CONSTRUCTION ON THIS PHASE IS COMPLETE, RECONNECT DUCTWORK AND PIPING AND REBALANCE SYSTEM FOR ORIGINAL CFM
AND GPM. PROTECT EXISTING GEORATOR TO REMAIN IN ROOM 19
PH1-12 CONSTRUCT TEMPORARY DUST PARTITION IN 40 IN LOCATIONS INDICATED
PH1-13 CONSTRUCT TEMPORARY DUST PARTITION BETWEEN 27 AND 38 AS SHOWN. NOTIFY DEPARTMENT A MINIMUM OF 72 HOURS PRIOR TO
CONSTRUCTION TO ALLOW FOR DISCONNECTION AND MOVING OF SMALL UT TANK BY DEPARTMENT PERSONNEL
PH1-14 REMOVE CMU WALL WALL BETWEEN 30A AND 40C
PH1-15 COMMENCE RENOVATION OF ROOMS 19, 27, 30, 30A, 31, 40B, 40C, AND 49
W
2Q R
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PHASING LEGEND
ACTIVE DEMOLITION OR
CONSTRUCTION SCOPE
TEMPORARY DUST-PROOF PARTITION
EXISTING FUME HOOD
TO BE RELOCATED
NEW FUME HOOD
EXISTING FUME HOOD
TO REMAIN
P H
A S
E
ROOM END USER
G18
G18A
STRUCTURAL MATERIALS EVALUATION LAB
STRUCTURAL MATERIALS EVALUATION LAB
30A
40B
NON-DESTRUCTIVE INSPECTION LAB
ALL
STRUCTURAL FAILURE LAB
STRUCTURAL FAILURE LAB
STRUCTURAL FAILURE LAB
NON-DESTRUCTIVE INSPECTION LAB
NON-DESTRUCTIVE INSPECTION LAB
117 STRUCTURAL MATERIALS EVALUATION LAB
G18M STRUCTURAL MATERIALS EVALUATION LAB
19 STRUCTURAL FAILURE LAB
20 ELECTRICAL FAILURE LAB
28 STRUCTURAL FAILURE LAB
38 NON-DESTRUCTIVE INSPECTION LAB
39 NON-DESTRUCTIVE INSPECTION LAB
40 NON-DESTRUCTIVE INSPECTION LAB
145 STRUCTURAL MATERIALS EVALUATION LAB
P H
A S
E
NEW CAPTURE HOOD
40 NON-DESTRUCTIVE INSPECTION LAB
8 9 10 11
L
J
G
PH1A-21
PH1A-23
PH1A-24
PH1A-25
PH1A-26
PH1A-22
UTILITY
SHAFT 2
8 9 10
L
J
G
PH1-21
PH1-22
PH1-23
PH1-24
PH1-25
PH1-26
UTILITY
SHAFT 2
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
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E
E R
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C H
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K E
D B
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D A
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C O
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N O
S O
L
IC
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A
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N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
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N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
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V
IL
L E
D
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T R
IC
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L O
U
IS
V
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L E
K
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C K
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B
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A D
W A
Y S
T R
E E
T
C
IN
C
IN
N A
T I, O
H
IO
KEY PLAN
SEAL 12-22-22
G-013
S E
C O
N D
F L O
O R
P H
A S
IN
G
P L A
N
P H
A S
E
J P
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S E
L L
M A
L B
E R
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G H
U T
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M
IT
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-1
-2
CERTIFIED FINAL - MAR 16, 2023
N 16'4' 8'
SCALE: 1/8"=1'-0"
PHASING NOTES
1/8" = 1'-0"G-013
02 SECOND FLOOR PHASE 1A PLAN
STRUCTURAL MATERIALS EVALUATION LAB STRUCTURAL MATERIALS EVALUATION LAB
1/8" = 1'-0"G-013
01 SECOND FLOOR PHASE 1 PLAN
PHASING NOTES
PH1-21 LAB EQUIPMENT TO BE MOVED FROM LAB 117 TO
TEMPORARY LOCATIONS OR LAB 145 BY DEPARTMENT
PERSONNEL PRIOR TO CONSTRUCTION COMMENCING
PH1-22 INSTALL TEMPORARY PARTITION IN LOCATION INDICATED.
LAB 145 IS TO BE DUST-FREE DURING THE
CONSTRUCTION OF LAB 117
PH1-23 TEMPORARILY CAP DUCTWORK AND PIPING AND
BALANCE SYSTEM FOR LOWER CFM. AFTER
CONSTRUCTION ON THIS PHASE IS COMPLETE,
RECONNECT DUCTWORK AND PIPING AND REBALANCE
SYSTEM FOR ORIGINAL CFM AND GPM.
PH1-24 DEMOLITION AND UTILITY WORK COMMENCES. REFER TO
MEP AND LIFE SAFETY DRAWINGS FOR ADDITIONAL
INFORMATION
PH1-25 NEW WORK COMMENCES
PH1-26 AFTER NEW CONSTRUCTION IS COMPLETED AND
ACCEPTED, LAB EQUIPMENT WILL BE MOVED BACK INTO
LAB 117 BY DEPARTMENT PERSONNEL
PH1A-21 DESIGNATED LAB EQUIPMENT TO BE MOVED FROM LAB 145
TO TEMPORARY LOCATIONS OR LAB 117 BY DEPARTMENT
PERSONNEL
PH1A-22 RETAIN TEMPORARY PARTITION IN LOCATION INDICATED. LAB
117 IS TO BE DUST-FREE DURING THE CONSTRUCTION OF LAB
PH1A-23 TEMPORARILY CAP DUCTWORK AND PIPING AND BALANCE
SYSTEM FOR LOWER CFM. AFTER CONSTRUCTION ON THIS
PHASE IS COMPLETE, RECONNECT DUCTWORK AND PIPING
AND REBALANCE SYSTEM FOR ORIGINAL CFM AND GPM.
PH1A-24 AFTER DEPARTMENT PERSONNEL HAS RELOCATED ALL LAB
EQUIPMENT, DEMOLITION AND UTILITY WORK COMMENCES.
REFER TO MEP AND LIFE SAFETY DRAWINGS FOR ADDITIONAL
INFORMATION
PH1A-25 NEW WORK COMMENCES
PH1A-26 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED,
LAB EQUIPMENT WILL BE MOVED BACK INTO LAB 145 BY
DEPARTMENT PERSONNEL
NOTE: LAB 117 SHALL BE COMPLETED AND ACCEPTED BY THE GOVERNMENT
PRIOR TO STARTING CONSTRUCTION ON LAB 145
W
2Q R
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_P la ns -0
CONSTRUCTION SCOPE
TEMPORARY DUST-PROOF PARTITION
EXISTING FUME HOOD
TO BE RELOCATED
NEW FUME HOOD
EXISTING FUME HOOD
TO REMAIN
P H
A S
E
ROOM END USER
G18
G18A
STRUCTURAL MATERIALS EVALUATION LAB
STRUCTURAL MATERIALS EVALUATION LAB
30A
40B
NON-DESTRUCTIVE INSPECTION LAB
ALL
STRUCTURAL FAILURE LAB
STRUCTURAL FAILURE LAB
STRUCTURAL FAILURE LAB
NON-DESTRUCTIVE INSPECTION LAB
NON-DESTRUCTIVE INSPECTION LAB
117 STRUCTURAL MATERIALS EVALUATION LAB
G18M STRUCTURAL MATERIALS EVALUATION LAB
19 STRUCTURAL FAILURE LAB
20 ELECTRICAL FAILURE LAB
28 STRUCTURAL FAILURE LAB
38 NON-DESTRUCTIVE INSPECTION LAB
39 NON-DESTRUCTIVE INSPECTION LAB
40 NON-DESTRUCTIVE INSPECTION LAB
145 STRUCTURAL MATERIALS EVALUATION LAB
P H
A S
E
NEW CAPTURE HOOD
40 NON-DESTRUCTIVE INSPECTION LAB
N
7 8 11 12 13 14 15
L
J
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40 40B
30A
PH2-02
PH2-03
PH2-04
PH2-08
PH2-06
PH2-09
PH2-11
PH2-07
PH2-13
PH2-05
PH2-01
PH2-01PH2-14
NEW WALL
BETWEEN LABS
39 AND 40 IS
PART OF THE
BASE BID
PH2-12
PH2-10
PH2-15
UTILITY
SHAFT 1
UTILITY
SHAFT 3
UTILITY
SHAFT 4
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
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N E
D B
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S U
B M
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B Y
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V
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W B
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A N
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D A
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C O
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N O
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A
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N N
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2 3 4 5 6 7 8 9 10
F
E
D
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B
A
D A
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M A
R K
D E
S C
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IP
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N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
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IO
N
W P
A F
B B
U
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D
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W R
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A T
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O N
A F
B O
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L E
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B
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A D
W A
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T R
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N A
T I, O
H
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KEY PLAN
SEAL 12-22-22
G-021
F
IR
S T
F L O
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P H
A S
IN
G
P L A
N
P H
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M
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CERTIFIED FINAL - MAR 16, 2023
NON-DESTRUCTIVE INSPECTION LAB, STRUCTURAL FAILURE LAB, AND ELECTRICAL FAILURE LAB
N 16'4' 8'
SCALE: 1/8"=1'-0"
1/8" = 1'-0"G-021
01 FIRST FLOOR PHASE 2 PLAN
PHASING NOTES
PH2-01 RETAIN TEMPORARY PARTITION IN LOCATION INDICATED
PH2-02 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED IN LABS 27 AND 49, DEPARTMENT PERSONNEL TO MOVE DESIGNATED LAB
EQUIPMENT IN 38 TO RENOVATED 27, 49 AND TEMPORARY LOCATIONS
PH2-03 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED IN LAB 49, DEPARTMENT PERSONNEL TO MOVE THERMAL ANALYSIS
EQUIPMENT FROM 38 TO RENOVATED 49
PH2-04 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED IN LAB 19, DEPARTMENT PERSONNEL TO MOVE MACHINE SHOP CAPABILITY
IN 20 TO RENOVATED 19. TEMPORARILY CAP DUCTWORK AND PIPING AND BALANCE SYSTEM FOR LOWER CFM. AFTER CONSTRUCTION
ON THIS PHASE IS COMPLETE, RECONNECT DUCTWORK AND PIPING AND REBALANCE SYSTEM FOR ORIGINAL CFM AND GPM
PH2-05 AFTER DEPARTMENT PERSONNEL HAS RELOCATED ALL LAB EQUIPMENT, COMMENCE RENOVATION OF LAB 20 MEP, FINISHES AND LIFE
SAFETY
PH2-06 TEMPORARILY CAP DUCTWORK AND PIPING AND BALANCE SYSTEM FOR LOWER CFM. AFTER CONSTRUCTION ON THIS PHASE IS
COMPLETE, RECONNECT DUCTWORK AND PIPING AND REBALANCE SYSTEM FOR ORIGINAL CFM AND GPM
PH2-07 AFTER DEPARTMENT PERSONNEL HAS RELOCATED ALL LAB EQUIPMENT, COMMENCE RENOVATION OF LAB 38 MEP, FINISHES AND LIFE
SAFETY, INCLUDING LARGE UT TANK PROTECTION
PH2-08 INSTALL TEMPORARY PARTITION TO ALLOW FOR CONTINUED OPERATION OF EXISTING FPI LINE. COMMENCE HVAC RENOVATION AND
UTILITY WORK AT NEW FPI LINE LOCATION IN THE NORTH SIDE OF LAB 39
PH2-09 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED IN LAB 30A, DEPARTMENT PERSONNEL TO MOVE DESIGNATED LAB
EQUIPMENT IN 28 TO RENOVATED 30A
PH2-10 REMOVAL OF EXISTING ACCORDION DOOR AND INSTALLATION OF NEW GYPSUM BOARD PARTITION AND DOORS ARE PART OF THE BASE
BID, BUT EXECUTED IN PHASE 2B
PH2-11 AFTER DEPARTMENT PERSONNEL HAS RELOCATED ALL LAB EQUIPMENT, COMMENCE RENOVATION OF LAB 28 AND ROOM 29 MEP, FINISHES AND LIFE SAFETY
PH2-12 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED IN THE NORTH SIDE OF LAB 39, CONTRACTOR TO DISCONNECT EXISTING FPI
LINE AND RECONNECT IN NEW LOCATION. FPI LINE TO BE UNAVAILABLE TO DEPARTMENT PERSONNEL FOR A MXIMUM OF TWO WEEKS
PH2-13 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED IN LAB 20, DEPARTMENT PERSONNEL TO MOVE DESIGNATED LAB
EQUIPMENT IN TEMPORARY LOCATIONS TO RENOVATED 20
PH2-14 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED IN LAB 38, THE TEMPORARY PARTITION CAN BE REMOVED, AND
DEPARTMENT PERSONNEL TO MOVE DESIGNATED LAB EQUIPMENT IN 27 TO RENOVATED 38
PH2-15 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED IN LAB 28, DEPARTMENT PERSONNEL TO MOVE DESIGNATED LAB
EQUIPMENT IN TEMPORARY LOCATIONS TO RENOVATED 28
NOTE: SEE SHEET AD102 FOR PROTECTION OF LARGE UT TANK DURING PHASE 2
W
2Q R
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_P la ns -0
CONSTRUCTION SCOPE
TEMPORARY DUST-PROOF PARTITION
EXISTING FUME HOOD
TO BE RELOCATED
NEW FUME HOOD
EXISTING FUME HOOD
TO REMAIN
P H
A S
E
ROOM END USER
G18
G18A
STRUCTURAL MATERIALS EVALUATION LAB
STRUCTURAL MATERIALS EVALUATION LAB
30A
40B
NON-DESTRUCTIVE INSPECTION LAB
ALL
STRUCTURAL FAILURE LAB
STRUCTURAL FAILURE LAB
STRUCTURAL FAILURE LAB
NON-DESTRUCTIVE INSPECTION LAB
NON-DESTRUCTIVE INSPECTION LAB
117 STRUCTURAL MATERIALS EVALUATION LAB
G18M STRUCTURAL MATERIALS EVALUATION LAB
19 STRUCTURAL FAILURE LAB
20 ELECTRICAL FAILURE LAB
28 STRUCTURAL FAILURE LAB
38 NON-DESTRUCTIVE INSPECTION LAB
39 NON-DESTRUCTIVE INSPECTION LAB
40 NON-DESTRUCTIVE INSPECTION LAB
145 STRUCTURAL MATERIALS EVALUATION LAB
P H
A S
E
NEW CAPTURE HOOD
40 NON-DESTRUCTIVE INSPECTION LAB
N
7 8 11 12 13 14 15
L
J
G
40B
30A
30 3129
PH2A-01
PH2A-02
PH2A-02
PH2A-03
PH2A-06
PH2A-07
PH2A-04
PH2A-05
UTILITY
SHAFT 1
UTILITY
SHAFT 3
UTILITY
SHAFT 4
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
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D E
S
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N E
D B
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S U
B M
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T
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B Y
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V
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A N
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D A
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C O
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N O
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A
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N N
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
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M A
R K
D E
S C
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IP
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N
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N O
V A
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A R
C H
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B F
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P
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SEAL 12-22-22
G-022
F
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F L O
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CERTIFIED FINAL - MAR 16, 2023
N 16'4' 8'
SCALE: 1/8"=1'-0"
1/8" = 1'-0"G-022
01 FIRST FLOOR PHASE 2A PLAN
PHASING NOTES
NON-DESTRUCTIVE INSPECTION LAB AND STRUCTURAL FAILURE LAB
NOTE: THE NORTH HALF OF LAB 39 AND THE SOUTH HALF OF LAB 40 SHALL BE COMPLETED AND ACCEPTED BY THE
GOVERNMENT PRIOR TO STARTING CONSTRUCTION ON THE SOUTH HALF OF LAB 39 AND THE NORTH HALF OF LAB 40
PH2A-01 RETAIN TEMPORARY PARTITION IN LOCATION INDICATED UNTIL RENOVATION IS COMPLETE. PROVIDE DOOR TO
ACCESS NEWLY RENOVATED 40 AND 40B
PH2A-02 COMMENCE RENOVATION OF 39, 29, AND NORTH SIDE OF 40 AFTER DEPARTMENT PERSONNEL IS FINISHED
REMOVING DESIGNATED EQUIPMENT
PH2A-03 TEMPORARILY CAP DUCTWORK AND PIPING AND BALANCE SYSTEM FOR LOWER CFM. AFTER CONSTRUCTION ON
THIS PHASE IS COMPLETE, RECONNECT DUCTWORK AND PIPING AND REBALANCE SYSTEM FOR ORIGINAL CFM
AND GPM
PH2A-04 REMOVE EXISTING ACCORDION DOOR AND INSTALL NEW GYPSUM BOARD PARTITION AND DOORS
PH2A-05 CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITY WITH MOVING EXISTING MPI LINE BY DEPARTMENT
PERSONNEL. EXISTING MPI LINE WILL NOT BE REMOVED FROM THE LAB
PH2A-06 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED IN LAB 39, DEPARTMENT PERSONNEL TO MOVE
DESIGNATED LAB EQUIPMENT TO RENOVATED 39 AND REMOVE TEMPORARY PARTITION
PH2A-07 AFTER NEW CONSTRUCTION IS COMPLETED AND ACCEPTED IN LAB 40, DEPARTMENT PERSONNEL TO MOVE
DESIGNATED LAB EQUIPMENT TO RENOVATED 40
W
2Q R
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1 HR
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L
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8' 24'16' N
LAB
G18
LAB
G18A
COMMON PATH: 86 FT
FROM MEZZANINE
TRAVEL DIST.: 100 FT
LIMITS OF ROOM B
FOR MEZZANINE AREA B
CALCULATION
CALCULATED OCCUPANT LOAD
FOR ENTIRE FLOOR AT 1 PERSON
PER 100 SQ. FT. PLUS MEZZANINE.
ADDITIONAL EXITS ARE PROVIDED
FROM FLOOR
N
7 8 9 10
L
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SCALE: 3/32"=1'-0"
8' 24'16' N
MEZZANINE
G18M
COMMON PATH: 86 FT
MEZZANINE AREA A
FOR CALCULATION
MEZZANINE AREA B
FOR CALCULATION
LIMITS OF ROOM A FOR
MEZZANINE AREA A
CALCULATION
INDUSTRIAL USE
1 PERSON / 100 SQUARE FEET
XX = NUMBER OF OCCUPANTS
USING EGRESS COMPONENT
LIFE SAFETY LEGEND
EXIT SIGN
YY = TOTAL EGRESS CAPACITY OF
EGRESS COMPONENT
XX
YY
DIRECTIONAL EXIT SIGN
STORAGE USE
1 PERSON / 500 SQUARE FEET
WALL-MOUNTED FIRE EXTINGUISHER
CABINET WITH CLASS 4A:80B:C FIRE
EXTINGUISHER
1-HOUR FIRE BARRIER
AREA NOT WITHIN SCOPE OF
PROJECT
US Army Corps of Engineers ®
SHEET ID
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SEAL
BIM 360://WPAFB Rapid Reaction Lab/682002_FIRE_Central_2020.rvt
3/13/2023 11:42:38 AM
G-101
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6-
CERTIFIED FINAL - MAR 16, 2023
3/32" = 1'-0"G-101
01 GROUND FLOOR PLAN - LIFE SAFETY
3/32" = 1'-0"G-101
02 MEZZANINE PLAN - LIFE SAFETY
S U
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1 HR
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1 HR
1 H R
1 HR
1 H R
1 HR
1 H R
1 HR
1 H R
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N
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SCALE: 3/32"=1'-0"
8' 24'16' N
FAILURE
ANALYSIS
LAB
ENVIRONMENTAL
TEST LAB
THERMOGRAPHY/
SHEAROGRAPHY
49 UT/EC
FPI/MPI
RADIOGRAPHY
X RAY
40B
UT/EC
FAILURE
ANALYSIS
LAB
STORAGE
FAILURE
ANALYSIS
LAB
FAILURE
ANALYSIS
LAB
LAB
30A
NO CHANGE TO FLOOR
OCCUPANT LOAD TOTAL.
CALCULATED OCCUPANT
LOAD FOR ENTIRE FLOOR
AT 1 PERSON PER 100 SQ. FT.
IS 175 WHICH IS MET USING
ONLY TWO OF THE EXISTING
FIVE EXITS
TRAVEL DISTANCE: 113 FT.
INDUSTRIAL USE
1 PERSON / 100 SQUARE FEET
XX = NUMBER OF OCCUPANTS
USING EGRESS COMPONENT
LIFE SAFETY LEGEND
EXIT SIGN
YY = TOTAL EGRESS CAPACITY OF
EGRESS COMPONENT
XX
YY
DIRECTIONAL EXIT SIGN
STORAGE USE
1 PERSON / 500 SQUARE FEET
WALL-MOUNTED FIRE EXTINGUISHER
CABINET WITH CLASS 4A:80B:C FIRE
EXTINGUISHER
1-HOUR FIRE BARRIER
AREA NOT WITHIN SCOPE OF
PROJECT
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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SEAL
BIM 360://WPAFB Rapid Reaction Lab/682002_FIRE_Central_2020.rvt
3/13/2023 11:42:47 AM
G-102
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6-
CERTIFIED FINAL - MAR 16, 2023
3/32" = 1'-0"G-102
01 FIRST FLOOR PLAN - LIFE SAFETY
S U
B M
IT
T
H
U T
Z E
L
W
2Q R
R
_P la ns -0
1 H R
1 H R
1 HR
1 HR
1 H R
1 H R
1 HR
1 HR
1 H R
1 H R
1 HR
1 HR
1 H R
1 H R
1 HR
N
7 8 9 10 11 12 13 14 15
L
J
G
F.b
SCALE: 3/32"=1'-0"
8' 24'16' N
LAB
LAB
NO CHANGE TO FLOOR
OCCUPANT LOAD TOTAL.
CALCULATED OCCUPANT
LOAD FOR ENTIRE FLOOR
AT 1 PERSON PER 100 SQ. FT.
IS 175 WHICH IS MET USING
ONLY TWO OF THE EXISTING
FOUR EXITS
INDUSTRIAL USE
1 PERSON / 100 SQUARE FEET
XX = NUMBER OF OCCUPANTS
USING EGRESS COMPONENT
LIFE SAFETY LEGEND
EXIT SIGN
YY = TOTAL EGRESS CAPACITY OF
EGRESS COMPONENT
XX
YY
DIRECTIONAL EXIT SIGN
STORAGE USE
1 PERSON / 500 SQUARE FEET
WALL-MOUNTED FIRE EXTINGUISHER
CABINET WITH CLASS 4A:80B:C FIRE
EXTINGUISHER
1-HOUR FIRE BARRIER
AREA NOT WITHIN SCOPE OF
PROJECT
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
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N
B Y:
D
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B
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SU
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D B
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SI
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C H
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D B
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SEA…
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