36C25019B0048-015.pdf
PDF Posted
- Attached to
- Expand Engineering Support Space 539-19-201 Federal contract opportunity
- Solicitation number
- 36C25019B0048
About this file
This is a notice for a federal construction solicitation to expand engineering support space at the Cincinnati VA Medical Center. The solicitation will be issued as a 100% set-aside for verified veteran-owned small businesses, with a magnitude between $500,000 and $1 million. The project work includes renovations and system modifications. The NAICS code is 236220 and the size standard is $36.5 million. The performance period is 275 calendar days from the notice to proceed date. Bonds will be required in the forms of bid, payment, and performance guarantees. Interested vendors should register on FBO and ensure their VIP and SAM registrations as a verified VOSB are accurate and valid through the anticipated award date. Safety and experience data may be required prior to construction award.
36C25019B0048 Attach 3 Drawings 539-19-201 02.pdf
View the file
Other files for this federal contract opportunity
Show all 29
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
N
Ludlow Ave.
C lif to n A v e
CINCINNATI
STATE
TECH.
Hopple St.
M.L.K. Dr.
McMillan St.
UNIV. OF
CINCINNATI
W.H.T Rd.
VAMC
3200 VINE ST.
M.L.K. Dr.
V in e
St.
ZOO
Jefferson Ave.
UNIV.
HOSPITAL
Mitchell Ave.
R e ad in g
R d.
V ic to ry
P kw
y. XAVIER
UNIV.
EXTERIOR ELEVATION
INTERIOR ELEVATION
SEE 700 SERIES SHEETS
SECTION/DETAIL NUMBER
DRAWING NUMBER
EQUIPMENT TAG
COLUMN GRID
NOTE
WINDOW OPENING
DOOR OPENING
ROOM NAME
ROOM NUMBER
WALL TYPE
SEE SHEET A001
CEILING HEIGHT
FINISH DESIGNATION
X
10'-8"
X
X
XX.X-X
X
X
1/A101
X
XXXX
X
SIM
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Department of Veterans Affairs Medical Center
ARCHITECTURE PLANNING INTERIOR DESIGN
3131 NEWMARK DRIVE, SUITE 200
MIAMISBURG, OHIO 45342
937.461.3290 P
JOHN POE ARCHITECTS
HEAPY ENGINEERING
MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY
1400 WEST DOROTHY LANE
DAYTON, OH 45409
937.224.0861 P
937.224.5777 F
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
COVER SHEET
14A101
CVKR
17004.00
539-19-201
Cincinnati, Ohio
Expand Engineering Support Space
BUILDING 14
3200 VINE ST. CINCINNATI, OHIO 45220 PROJECT #: 539-19-201
GENERAL CONSTRUCTION NOTES
* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS
TO THE CONTRACTING OFFICER'S REPRESENTATIVE.
1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE
SAFETY CODE, INTERNATIONAL BUILDING CODE, AND OTHER
CODES AS IDENTIFIED IN VHA PROGRAM GUIDE PG-18-3, TOPIC
01, CODES, STANDARDS AND EXECUTIVE ORDERS WHICH CAN
BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,
TECHNICAL INFORMATION LIBRRARY WEBSITE.
2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE
LATEST ARCHITECTURAL BARRIERS ACT ACCESSIBILITY
STANDARD (ABAAS) AND DEPARTMENT OF VETERANS AFFAIRS
BARRIER FREE DESIGN GUIDE PG-18-13 WHICH CAN BE FOUND
ON THE DEPARTMENT OF VETERANS AFFAIRS TECHNICAL
INFORMATION LIBRARY WEBSITE.
3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE
AND ACCEPT EXISTING CONDITIONS PRIOR TO BIDDING. SITE
VISIT TO BE COORDINATED BY THE CONTRACTING OFFICER.
4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH,
TO MATCH ADJACENT EXISTING SURFACES, ANY EXISTING
MATERIALS TO REMAIN THAT ARE DAMAGED DURING THE
COURSE OF DEMOLITION OR NEW WORK.
5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR
INSTALLATION OF NEW WORK, CONTRACTOR SHALL REPAIR
EXISTING CONSTRUCTION TO REMAIN OR PROVIDE NEW
CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACES
TO REMAIN.
6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL
CONDITIONS AND DIMENSIONS PRIOR TO ORDERING,
FABRICATING OR INSTALLING NEW MATERIALS.
7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL
EQUIPMENT, ETC. TO BE INSTALLED AS PART OF THIS
PROJECT, AND WHERE NECESSARY, MAKE SPECIAL
PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO
FIT THROUGH FINISHED OPENINGS.
8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET
ACCESSORIES, HAND RAILS, BUMPER RAILS, SHELVING,
CASEWORK, MOUNTING BRACKETS AND OTHER WALL
MOUNTED ITEMS, AS INDICATED IN THE CONTRACT
DOCUMENTS AND AS RECOMMENDED BY PRODUCT
MANUFACTURERS. ALL WOOD BLOCKING SHALL BE FIRE
RETARDANT TREATED.
9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES
UNLESS SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS
INDICATED AT A PARTICULAR SURFACE, CONTRACTOR SHALL
PROVIDE FINISH(S) AS INDICATED AT SIMILAR CONDITIONS.
10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY
OPERATIONAL SYSTEMS WHICH COMPLY WITH STATED CODES
AND REGULATIONS. WHERE THE OMISSION OF A PART OR
ELEMENT OF A SYSTEM WOULD RESULT IN THE
NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM,
CONTRACTOR SHALL INCLUDE SAID PART OR ELEMENT AS
PART OF THE WORK.
11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE
OR FIRE RATED WALLS SHALL BE SMOKE/FIRE STOPPED AS
REQUIRED BY THE RATING OF THE WALL.
12. FIRE PROTECTION CONTRACTOR'S SPRINKLER DESIGN WILL
BE SUBJECT TO AN INDEPENDENT REVIEW BY A CERTIFIED
FIRE PROTECTION ENGINEER RETAINED BY THE OWNER. THE
FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR
MAKING ANY REQUIRED CHANGES TO THE DESIGN AS
IDENTIFIED BY THE OWNER'S FIRE PROTECTION ENGINEER AS
NECESSARY FOR COMPLIANCE WITH SPECIFIED NFPA
REQUIREMENTS.
14A101 COVER SHEET
14A102 CODE DATA
14A201 BASEMENT DEMO PLAN
14A301 BASEMENT DIMENSION PLAN
14A302 BASEMENT NOTE PLAN
14A311 REFLECTED CEILING PLAN - BASEMENT
14A501 CASEWORK DETAILS
14A601 DOOR SCHEDULE & DETAILS
14A701 ENLARGED PLANS & INTERIOR ELEVATIONS
14A702 INTERIOR ELEVATIONS
14A801 FLOOR FINISH PLAN
14A802 WALL FINISH AND PROTECTION PLAN
14A804 FINISH SCHEDULE
14IF100 FURNITURE PLAN
14QF100 EQUIPMENT PLAN
FX001 LEGEND, SYMBOLS & INDEX OF DRAWINGS
FX100 BASEMENT PLAN - FIRE SUPPRESSION
P001 LEGEND, SYMBOLS & INDEX OF DRAWINGS
PP100 FOUNDATION PLAN - PLUMBING
PP101 BASEMENT PLAN - PLUMBING
P501 SCHEDULES & DETAILS
P901 SANITARY WASTE & VENT DIAGRAM
M001 LEGEND, SYMBOLS & INDEX OF DRAWINGS
M501 DETAILS
M502 DETAILS
M601 SCHEDULES
M701 CONTROLS AND AUTOMATION
MD100 BASEMENT PLAN - REMOVALS
MH100 BASEMENT PLAN - DUCTWORK
MP100 BASEMENT PLAN - PIPING
E001 LEGEND, SYMBOLS & INDEX OF DRAWINGS
ED100 BASEMENT PLAN - REMOVALS
EL100 BASEMENT PLAN - LIGHTING
EP100 BASEMENT PLAN - POWER
ET100 BASEMENT PLAN - SYSTEMS
E401 ENLARGED PLANS
E501 DETAILS
E502 SINGLE LINE DIAGRAM
E601 SCHEDULES
DRAWING INDEX
N.T.S.Scale:
VICINITY MAP
GRAPHIC SYMBOLS
Revisions Date
S2.0
Existing 4 story w/ bsmt.
Building 15
New Expand Eng.
Support Space
Future Elev.
Area of Refuge Station
Ex. Mechanical
Compressor
RO/DI
Manifold Rm
Fire Pump
Signals
Electric
122 ft
125 ft
1-HR FIRE BARRIER
2-HR FIRE BARRIER
EXISTING WALL TO REMAIN
NEW WALL
MEANS OF EGRESS
FIRE EXTINGUISHERS
CODE LEGEND
Batt insulation
Horizontal masonry reinforcing @ 16" o.c.
vertical
FLOOR SLAB
FIN. CEILING
STRUCTURE
ABOVE
5 5/8"
Structure above
" 3"x3"x1/4" steel angle.
4" long segments, ea.
side, 5' o.c.. Attach to structure above w/ 1/2 exp. anchor.
6" Lightweight Concrete block
Continuous acoustic sealant each side
M1.1
3-5/8" 20 ga.
track & studs 16" o.c.
5/8" Type 'X' gypsum board
Fiberglass batt insulation
Acoustic sealant
Acoustic sealant
Deep leg deflection track
4 1/4"
Horizontal masonry reinforcing @ 16" o.c.
vertical
FLOOR SLAB
3'-4" AFF
5 5/8"
6" Lightweight Concrete block
TOP OF WALL
TOP OF CMU
2" H. Concrete cap sloped to inside
M1.3
6" Concrete bond beam
Note: Grout open end of walls solid
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
CODE DATA
14A102
CVKR
17004.00
539-19-201
Cincinnati, Ohio
N N.T.S.Scale:
CODE PLAN - BASEMENT
N.T.S.Scale:
WALL TYPES
N Scale: 1/16" = 1'-0"
CODE PLAN - PARTIAL FIRST FLOOR
CODE NOTES
NFPA 101, 2018 Edition:
Basement: Engineering Support Space (7,600 sf area of work)
Total building is designed to be 6 stories with a basement. Future floors 4 and 5 are planned to be labs, and the 6th floor is planned to be office space.
Table A.8.2.1.2 Fire resistance rating for Type II 222:
Exterior bearing walls 2 hour Interior bearing walls 2 hour Columns 2 hour Beam 2 hour Floor/ceiling assemblies 2 hour Interior non load bearing walls 0 hour Exterior non load bearing walls 0 hour
All building elements will be rated assuming future phases will occur. Roof will be treated as a floor assembly.
Chapter 4 General
4.6.3 Stories in height, Counted as a three story buildings
Chapter 6 Classification of Occupancy and Hazard of Contents
6.1 Basement (Engineering Support Space): Industrial
First Floor (Existing): Business
6.1.14.4 Separated Occupancies
Comment: Floors are seperated by 2 hour ratings.
Chapeter 7 Means of Egress
7.1.3.1 Exit access corridors.Exit access corridors w/ load of over 30 people shall have a 1 hour fire resistance rating.
(2) Requirement shall not apply where otherwise provided in chapters 11-43.
7.1.3.2.1 Exit to be separated as follows,
(2) Minimum 2 hour where exits connect 4 or more stories. (Building is planned for future expansion).
(4) 2 hour fire rating shall be constructed of non combustile material and shall be supported by construction having 2 hour rating.
(7) Openings in separation shall be protected w/ fire rated doors w/ closers.
Table 7.2.2.2.1.2 Stair width, less than 2000 people = 44" wide min.
7.2.12.1 An Area of refuge used as part of the required accessible means of egress in accordance with 7.5.4 conisting of a story in a building that is portected throughout by an automatic sprinkler system shall meet the following criteria:
1. Directions for use, instructions for summoning assistance and written identification of the location shall be posted adjacent to the communication system.
2. The two way communication shall include both audible and visual signals Thre Area of Refuge is provided on Basement floor.
Table 7.3.1.2 Occupant load Second floor 12,300 sf (Industrial /100 x 6,360 sf.=64, Storage/500 x 5,940 sf.=12)= 76 Basement: 11,155 sf (Industrial / 100) = 112
7.3.1.5 Capacity from a Point of Convergence at Exit Stairs on First Floor Occupants: 112 (Bsmt) + 76 (2nd Flr) = 198
7.3.3 Egress capacity
Table 7.3.3.1 Stairways .3" per person, level components .2" per person.
Total occupant load / total number of exit stairs = 198 / 2 = 99 Stairwells: 99 x .3 = 29.7"
Minimum width = 36" Level components: 99 x .2 = 19.8"
Minimum width = 36"
7.4 Two means of egress required.
7.5.4.1.1 Access within allowable travel distance shall be provided to not less than one accessible area of refuge.
Table A.6.7 Allowable travel distance to exits in sprinklered space
Common Path: 100 ft (max. common path on plan = 38') Dead-end: 50 ft (max. dead-end on plan = 12') Travel Distance: 250 ft (max. travel dist. on plan = 125')
7.7.2 Exit discharge through interior building spaces is allowed.
NFPA 221 Chapter 7 Fire Barrier Wall
7.2.1 Continuous from wall to wall/floor to floor.
7.2.5 Structural elements supporting wall shall have a rating not less than the wall.
7.3.1 Opening shall be proposed per 4.8 & 7.3.
7.3.2 Total glazing in door and windows shall not exceed 20% of the wall.
Table 4.8.2 2 hour fire barrier = 1.5 hour door Fire window assemblies- not permitted.
Chapter 8 Features of Fire Protection
8.2.1.3 Existing and new buildings are separated by a 2 hour fire barrier for occupancy separation per NFPA 221. 1-1/2 hour door.
Table 8.3.3.2.2 Elevator hoistway: 2 hour partitions, 1-1/2 hour door.
Stairs: 1 hour minimum, 2 hour actual, 1-1/2 hour door.
Chapter 9 Building Service and Fire Protection Equipment
9.7 Automatic sprinkler system is being provided.
9.9 Portable fire extinguishers shall be selected, installed, inspected and maintained in accordance with NFPA 10
Chapter 10 Interior Finishes, Contents and Furnishings
10.2.3 Interior wall and ceiling finishes required Class A, Class B or Class C shall be defined per ASTM E 84 or ANSI/UL 723.
10.2.3.4 Class A
Flame spread index, 0-25 Smoke development index, 0-450
Class B Flame spread index, 26-75 Smoke development index, 0-450
Class C Flame spread index, 76-200 Smoke development index, 0-450
10.2.7.1 Carpet shall comply with ASTM 28596
10.2.7.2 Floor covering other than carpet shall have a minimum critical flux of 0.1 W/cm3.
10.2.7.3 Interior floor finish shall be classified based on NFPA 253.
10.2.7.4 Interior finishes classified as follows:
Class 1: Critical radiant flux not less than 0.45 W/cm3.
Class 2: Critical radiant flux not less than 0.22 W/cm3.
10.2.8.1 Where sprinklered, interior wall and ceiling finish shall be reduced by one grade, eg, Class C can be reduced to Class B.
10.2.8.2 Where sprinklered, Class 2 interior floor finish shall be permitted where Class 1 is required.
IBC 2015
Table 2902.1 Required Plumbing Fixtures
Industrial: WC: 1/100 = 2 required (3 provided) Lav: 1/100 = 2 required (3 provided) DF: 1/400 = 1 required (2 provided) Serv. Sink = 1 required (1 provided)
NFPA 33 Standard for Spray Application using Flammable or Combustible Materials
Enclosed Paint Booth, Supplied by Owner
3.3.14 Ventilation shall prevent accumulation of significant quantities of vapor-air mixtures in concentractions over one-fourth of lower flammable limit (1/4 of LFL)
5.1 Walls, doors and ceilings that enclose a spray area shall be constructed of noncombustible materials and rigidly fastened. Interior surfaces shall be smooth to prevent pockets that can trap residues, and designed to facilitate ventilation and cleaning.
5.3 Spray booths shall be separated from other operations by a minimum of 3 ft or by a partition, wall or ceiling assembly having a minimum fire resistance rating of 1 hr.
5.3.1 Spray booths shall be installed so that all parts are readily maintained and cleaned.
5.5.1 Panels for lights and observation shall be heat-treated glass, laminated glass, or wired glass and shall be sealed to confine vapors, mists, residues, dust and deposits.
6.6.1 Light fixtures shall be attached to walls and ceilings of spray booth from the outside and separated from spray area by glass panels and serviced from the outside.
7.2 Ventilating and exhaust systems shall be designed and installed per NFPA 91.
7.3 Adequate supply of clean make-up air shall be provided to compensate for the air exhausted from spray operations. The make-up air intake shall be located so that air exhausted from spray operations is not recirculated. The exhaust duct shall not discharge in the direction of any combustible construction that is within 25 ft of the exhaust duct discharge point.
7.4 Air exhausted from spray operations shall be conducted by ducts directly to the outside of the building. The exhaust duct discharge point shall be at least 6 ft from any exterior wall or roof.
7.5.1 Air exhausted from spray booth shall not be recirculated.
8.1 Storage, handling and mixing of flammable and combustible liquids shall be per NFPA 30.
UP
DN
UP
2.63
2.23
2.63
2.63
2.23
7'-2 5/8"
2.692.69
2.70
ELEC. BLDG.
BLDG. 15
E L E
C
B L D
G
B L D
G
B L D
G
B L D
G
2.23
2.26 2.672.67
2.67 2.26
2.682.68
2.682.68
2.672.67
2.262.26 2.672.67
2.26
2.692.69
2.69
2.69
2.69
2.69
2.69
2.69
2.69
2.69
2.69
2.69
2.63
2.27
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
BASEMENT DEMO PLAN
14A201
CVKR
17004.00
539-19-201
Cincinnati, Ohio
N Scale: 1/8" = 1'-0"
BASEMENT - DEMOLITION PLAN
GENERAL DEMO NOTES
PLAN NOTES
2.23 Remove existing door and frame.
2.26 Remove existing VCT flooring and rubber base.
2.27 Remove existing recessed fire extinguisher cabinet in CMU wall and salvage to be relocated.
2.63 Remove existing CMU wall.
2.67 Remove existing ceiling and light fixtures this area.
2.68 Existing ceiling to remain this area.
2.69 No work this area.
2.70 Existing overhead steam trap to remain.
A. Protect existing structure, adjacent windows, doors and other building elements during demolition.
B. Remove all existing partitions shown with dashed line. Provide new finishes as scheduled at all area of removal or repair adjacent wall, ceilings and floor finishes to match adjacent surfaces.
C. Remove all existing doors and hollow metal frames where indicated with dashed line.
D. Demolish ceiling tiles and grid throughout unless noted otherwise.
E. Existing plaster or gypsum soffits are to remain unless noted otherwise.
F. Within the building, provide sticky mats at all exits from the construction area during the entire length of the construction project.
G. Remove all existing applied wall base in areas of floor or wall demolition.
H. Remove all existing corner guards and wall protection on walls to be remodeled.
J. Unless noted otherwise walls that are to be removed are metal stud and drywall construction. Walls of masonry construction are identified as such. The contractor shall be responsible for verifying conditions in the field.
K. Prepare existing floor surface throughout the entire area of demolition and construction for new floor covering. Pour cementitious topping to fill voids, feather all edges to match adjacent floor elevations and correct low areas. Review and coordinate new floor drain locations and any floor slopes prior to slab prep.
L. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required modifications, relocations and shut down times of these systems with the C.O.R.
M. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.
N. Sprinklers and water supply to be maintained throughout. See MEP Drawings.
P. Existing power must be maintained throughout as required during each phase of construction. Coordinate power shut-offs with the C.O.R. See Electrical Drawings.
Q. Patch and repair existing slab as required to fill voids in existing floor slab at abandoned mechanical chases, new electrical conduit and all MEP floor penetrations. Provide 2-Hr. fire rated floor construction, or 1 hour rated roof construction.
R. Remove wall-hung accessories and equipment, including TVs and computers, unless noted otherwise and turn over to C.O.R. Repair wall and floor finishes to match adjacent existing or provide new finishes as scheduled.
Revisions Date
N Scale: 1/8" = 1'-0"
PARTIAL FIRST FLOOR - DEMOLITION PLAN
Electrical Supervisor
Facilities Section
Supervisor
Utility Section
Supervisor
Work Leaders
Computer
Corridor
Conference
Lounge
Shared Shop Space
Corridor
Mech Shops
Future Elevator
E-1
Toilet
Elev.
Equip
HAC
Toilet
Toilet
Shower
Closet
Locksmith
Carpentry Shop
Closet
020A
29'-6 1/4" 5 5/8"
11'-4"
5 5/8"
5'-3"
5 5/8"
12'-0"
5 5/8"
17'-0 5/8" 5 5/8"
/8
/8
/8
/8
/8
/8
5 5/8"
11'-8 3/4"
10" 6'-8"
5 5/8"
5'-11" 5 5/8" 20'-0 5/8"
5 5/8"
17'-5 1/2"
14A701
A
ELEC. BLDG.
BLDG. 15
E L E
C
B L D
G
B L D
G
B L D
G
B L D
G
6'-5 1/8" +/- 2'-0"
14A701
C
Closet
/2
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
/4
6'-5 1/8"
/8
/2
/8
/4
/8
/2
/8
Stair 1
S-1-0
Stair 2
S-2-0
6'-0"
S2.0
S2.0
Stair 1
S-1-1
1'-6"
14A601
Stair 1
S-1-2
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
BASEMENT DIMENSION PLAN
14A301
CVKR
17004.00
539-19-201
Cincinnati, Ohio
N Scale: 1/8" = 1'-0"
BASEMENT - DIMENSION PLAN
GENERAL NOTES
A. All dimensions are taken to face of gypsum wallboard or unit masonry.
B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls.
C. Install fire retardant blocking at all wall mounted equipment, accessories, casework and wall- mounted door stops.
D. All wall types to be M1.1 unless noted otherwise. For partition types refer to Drawing 14A102.
E. Verify all conditions in the field prior to fabrication, erection and construction.
F. Protect existing structure as required during all phases of construction.
G. Coordinate contractor access to all phases of construction, deliveries, and debris removal with the C.O.R. See General Requirements.
H. Provide and maintain negative air pressure in construction area.
Coordinate with HVAC contractor. See HVAC plans for temporary venting requirements.
J. Maintain rating at all existing rated construction. Repair all damage to existing fire walls.
K. Refer to Sheet 14A701 sheets for interior elevations and accessory schedule.
L. Ensure that all existing & new shower floors slope to drain, 1/4" per foot, min.
Revisions Date
N Scale: 1/8" = 1'-0"
PARTIAL FIRST FLOOR - DIMENSION PLAN
PARTIAL SECOND FLOOR - DIMENSION PLAN
UP
Electrical Supervisor
Facilities Section
Supervisor
Utility Section
Supervisor
Work Leaders
Computer
Corridor
Conference
Lounge
Shared Shop Space
Corridor
Mech Shops
Future Elevator
E-1
Toilet
Elev.
Equip
HAC
Toilet
Shower
Closet
Paint Storage
Locksmith
Carpentry Shop
B
B
B
020A Closet
020A
14A701
A
M1.1
M1.1
M1.1
M1.1
M1.1
M1.1 M1.1
M1.1
M1.1
M1.1
M1.1
M1.1
M1.1
M1.1
M1.1
M1.1M1.1
M1.1
M1.1
M1.1
M1.1
M1.1
4.384.38
4.384.38
22.0222.02
22.0222.02
22.02
22.02
22.02
22.02
22.02
22.21
22.02
14A702
14A702
ELEC. BLDG.
BLDG. 15
E L E
C
B L D
G
B L D
G
B L D
G
B L D
G
4.384.38
22.02
026A
A
14A702
A
14A702
A
A
14A702
M1.3
026B
4.39
4.39 4.39
Closet
14A701
C
22.0222.0222.02
S01B
14A702
A
14A702
21.01
21.01
21.01
21.01
S01A
22.22
22.22
22.21
M1.3
10.03
4.39
4.39
21.02
Paint Booth
21.02
Toilet
Stair 1
S-1-0
Stair 2
S-2-0
21.04
Stair 1
S-1-1
200R Stair 1
S-1-2
14A601
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
BASEMENT NOTE PLAN
14A302
CVKR
17004.00
539-19-201
Cincinnati, Ohio
N Scale: 1/8" = 1'-0"
BASEMENT - NOTE PLAN
GENERAL NOTES
A. All dimensions are taken to face of gypsum wallboard or unit masonry.
B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls.
C. Install fire retardant blocking at all wall mounted equipment, accessories, casework and wall- mounted door stops.
D. All wall types to be M1.1 unless noted otherwise. For partition types refer to Drawing 14A102.
E. Verify all conditions in the field prior to fabrication, erection and construction.
F. Protect existing structure as required during all phases of construction.
G. Coordinate contractor access to all phases of construction, deliveries, and debris removal with the C.O.R. See General Requirements.
H. Provide and maintain negative air pressure in construction area.
Coordinate with HVAC contractor. See HVAC plans for temporary venting requirements.
J. Maintain rating at all existing rated construction. Repair all damage to existing fire walls.
K. Refer to Sheet 14A701 sheets for interior elevations and accessory schedule.
L. Ensure that all existing & new shower floors slope to drain, 1/4" per foot, min.
PLAN NOTES
4.38 Align face of new wall with face of existing adjacent wall.
4.39 Patch existing CMU as necessary after demolition.
10.03 Metal lockers w/ sloped metal top. Provided and Installed by Owner.
21.01 Wall mounted fire extinguisher by owner.
21.02 Existing recessed fire extinguisher cabinet to remain.
21.04 Existing salvaged fire extinguisher cabinet installed in new duct chase wall.
22.02 Floor drain. See Plumbing Drawings.
22.21 Emergency eye wash station & drench shower. See Plumbing Drawings.
22.22 Utility sink. See Plumbing Drawings.
Revisions Date
N N.T.S.Scale:
PARTIAL FIRST FLOOR - NOTE PLAN
PARTIAL SECOND FLOOR - NOTE PLAN
E-2
E-1
021 022
020A
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
2.71
2.71
2.682.68
ELEC. BLDG.
BLDG. 15
E L E
C
B L D
G
B L D
G
B L D
G
B L D
G
Closet
2.71
2.71
2.68
2.712.71
3.21
REFLECTED CEILING PLAN LEGEND
Supply Air Diffuser
Return Air Grille
2' x 4' Recessed
LED fixture
2' x 2' acoustical tile ceiling
Gypsum board / soffit -painted, moisture resistant on first floor.
Chain-hung light fixture
2' x 2' Recessed
LED fixture
Recessed Downlight fixture
Ceiling Mounted Exhaust Fan
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
REFLECTED CEILING PLAN -
BASEMENT
14A311
CVKR
17004.00
539-19-201
Cincinnati, Ohio
N Scale: 1/8" = 1'-0"
BASEMENT REFLECTED CEILING PLAN
GENERAL NOTES
A. All wood blocking shall be fire retardant.
B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels.
Confirm any deviation from this with the Project Engineer.
C. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.
D. See Electrical Drawings for lighting specifications.
E. All gypsum board ceilings to be painted P-4 unless noted otherwise.
PLAN NOTES
2.68 Existing ceiling to remain this area.
2.71 No ceiling this area.
3.21 Bond beam lintel. See Detail 1 on Sheet 14A601.
W1
B1B2
2'-1"2'-1"2'-1"
1'-1" 3" 8" 3"
/2
3"
/2
1" 1" Sink
Sink
12.10
12.05
6.09
W2
B3
22.23
12.05
6.10
6.13
6.08
9.15
12.10
12.10
12.05
6.13
6.11
9.15
6.08
6.10
V A
R
IE
S
S E
E I N
T E
R
IO
R E
L E
V A
T
IO
N S
1'-0" 2"1'-0" 2"
1'-8"
/4
6.10
6.08
6.11
6.13
9.07
26.01
6.08
9.07
11.02
6.086.08
26.01
1"
/2
/2
2'-1"
Sink
6.14
12.32
22.24
12.32
12.02
B4
Drawer
B5
2'-1"
/2
3"
12.32
12.32
12.03
12.02
1"
/2
/2
22.23
12.32
12.29
12.33
2'-1"
1"
Drawer
3"
/2
2'-1"
1"
Sink
/2
3"
22.14
12.32
12.33
12.24
12.25
12.26
11"
12.40
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
CASEWORK DETAILS
14A501
LPKR
17004.00
539-19-201
Cincinnati, Ohio
Scale: 1" = 1'-0"1
LAMINATE CASEWORK SECTIONS
6.08 Plastic laminate over 3/4" plywood.
6.09 Removable panel with concealed fasteners. Plastic laminate over 3/4" plywood.
6.10 4" recessed pull.
6.11 Adjustable shelf. Plastic laminate over 3/4" plywood.
6.13 Heavy-duty five-knuckle hinge.
6.14 Apron. Plastic laminate over 3/4" plywood.
9.07 Gypsum board soffit.
9.15 Resilient base. See Room Finish Schedule.
11.02 Owner provided and installed microwave.
12.02 Countertop support bracket.
12.03 2" wire management grommet. Coordinate exact location with COR.
12.05 Solid surface material over 3/4" plywood, with 1/4" eased edge.
12.10 Applied solid surface backsplash.
12.24 Adjustable painted steel shelf.
12.25 Slotted steel shelf bracket.
12.26 Double slotted wall vertical upright.
12.29 Adjustable metal shelf.
12.32 Epoxy countertop and back splash.
12.33 Metal base cabinet.
12.40 Screw fastener with concrete anchor. See manufacturer's installation instructions.
22.14 Epoxy resin sink. See Plumbing drawings.
22.23 Undermount integral solid surface sink bowl.
22.24 Stainless steel sink.
26.01 Light fixture. See electrical drawings.
GENERAL CASEWORK NOTES
A. See interior elevations on sheet A701 and A702 for further information.
DETAIL NOTES
Scale: 1" = 1'-0"2
B6 METAL CASEWORK
Scale: 1" = 1'-0"3
B7 METAL CASEWORK
Scale: 1" = 1'-0"4
W3 METAL CASEWORK
S1
2"
SEE
SCHED. 2"
S E
E S
C H
E D
U L E
Scale: 1/4" = 1'-0"
FRAME TYPES
SEE SCHED.
S E
E S
C H
E D
U L E
F
Scale: 1/4" = 1'-0"
DOOR TYPES
V
SEE SCHED.
EQ. 1'-0" EQ.
S E
E S
C H
E D
U L E
B
3'-8 3/8"
Level 0 88' - 0"
5 5/8"
Bot. of Lintel
7'-4" AFF
Scale: 1 1/2" = 1'-0"
FRAME DETAILS
EQ.
5 3/4"
EQ.
13 5
J1
SEE PLAN
EQ.
5 3/4"
EQ.
H1
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
DOOR SCHEDULE & DETAILS
14A601
CVKR
17004.00
539-19-201
Cincinnati, Ohio
DETAIL NOTES
1 Sealant both sides of frame. Provide backer rod at all exterior locations.
5 Hollow metal or stainless steel frame.
6 Bond beam. See Typical Lintel Detail.
13 Grout frames full.
14 Concrete Block.
19 Glazing. See Specs.
21 Hospital stops @ all interior door frames.
25 Bullnose block at all exposed jambs.
26 6" CMU bond beam.
27 (2) #4 rebars.
28 Grout solid.
29 6" Lighweight CMU wall. See Wall Type M1.1 on Sheet 14A102 for construction details.
30 Exterior wall: 8" CMU with rigid insulation and metal siding
31 3/8" thick galvanized bent steel plate, painted.
32 Door threshold.
33 Roof assembly: Ballasted EPDM membrane over 1/4" per foot sloped tapered insulation. 3" minimum insulation thickness over concrete deck.
GENERAL NOTES
A. All wood blocking shall be fire retardant.
B. See Finish Plans for typical sill conditions at unlike floor finishes.
C. Seal joints between finish material and bottom of door frames.
D. Paint window frames at door windows to match door frame.
DOOR SCHEDULE - BASE BID
DOOR#
BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION
FIRE
RATING HDWE SET REMARKSRM RM TYPE MAT'L
SIZE
TYPE MAT'L HEAD JAMB SILLQTY. W H T
6' - 0" 7' - 2" 1 3/4"
010 001 010 F FRP 2 4' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 13 (1) 3'-0" Leaf x (1) 1'-0" Leaf
011 010 011 F FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 06 No Closer
012 010 012 V FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 05
014 010 014 V FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 05
015 015 013 F FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 09
016 013 016 V FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 06
017 017 013 V FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 02
018 018 010 V FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 05
019 019 010 V FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 05
020 010 020 V FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 01
020A 020A 020 F FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 08
025 010 025 F HM 2 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 12 Existing Door & Frame to Remain w/ New Hardware
026A 026 025 F FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 07
026B 027 026 V FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 07
028 027 028 F FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 04
029 027 029 F FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 03
030 030 027 F FRP 1 3' - 0" 7' - 2" 1 3/4" 1 HM H1 J1 03
031 031 028 F FRP 1 2' - 6" 7' - 2" 1 3/4" 1 HM H1 J1 10
200R F HM 1 3' - 0" 5' - 10" 1 3/4" 1 HM H1 J1 S1 15 Access Door from Second Floor onto First Floor Roof
S01A S-1-0 010 F HM 1 3' - 0" 7' - 2" 1 3/4" 1 HM 1 1/2 Hr 14 Existing Stairwell Door & Frame to Remain w/ New Hardware
S01B S-1-0 027 F HM 1 3' - 0" 7' - 2" 1 3/4" 1 HM 1 1/2 Hr 14 Existing Stairwell Door & Frame to Remain w/ New Hardware
Scale: 1 1/2" = 1'-0"2
ROOF ACCESS DOOR SILL DETAIL
Scale: 1/4" = 1'-0"
WINDOW TYPES
Revisions Date
Scale: 3" = 1'-0"1
CMU BOND BEAM LINTEL DETAIL
Toilet
Toilet
Shower
10" 6'-8" 5 5/8" 5'-11"
/8
/8
/8
/2
/8
/4
/8
A
4.38
10" 3'-3 7/8"
5 5/8"
4'-6"
Corridor
14A701
14A701
A
14A701
A
1 8
14A701
A
14A701
A
14A701
A
A
AF
B
I
G H
H
B
A
F
L
C
C
H
I
M
K
C
/8
/8
2'-3"
/8 "3
/8
/4
/8
D
E
G
I
B
H
10"
A
F
C
A
F
8"
C
B
G
I H
M
4'-6"
L
PL-1
SS-1 B3
N
O
I
H
K
C
D
/8
5 5/8" 5'-1 1/4" 5'-5 3/8"
3.18
3.18
M1.3
M1.3
T O
C E
IL
IN
G
P-1
CT-2
CT-1
PTB-1
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
ENLARGED PLANS & INTERIOR
ELEVATIONS
14A701
LPKR
17004.00
539-19-201
Cincinnati, Ohio
Scale: 1/4" = 1'-0"A
ENLARGED PARTIAL PLAN
Scale: 1/4" = 1'-0"3
TOILET ROOM 030
Scale: 1/4" = 1'-0"1
TOILET ROOM 030
Scale: 1/4" = 1'-0"2
TOILET ROOM 030
Scale: 1/4" = 1'-0"4
TOILET ROOM 030
Scale: 1/4" = 1'-0"5
TOILET ROOM 029
Scale: 1/4" = 1'-0"6
TOILET ROOM 029
Scale: 1/4" = 1'-0"7
TOILET ROOM 029
Scale: 1/4" = 1'-0"8
TOILET ROOM 029
Scale: 1/4" = 1'-0"9
SHOWER 028
Scale: 1/4" = 1'-0"10
SHOWER 028
Scale: 1/4" = 1'-0"11
SHOWER 028
Scale: 1/4" = 1'-0"12
SHOWER 028
TOILET ACCESSORIES SCHEDULE
MARK ITEM MOUNTING HEIGHT COMMENTS
A GRAB BAR 42" LENGTH 33" A.F.F. TO CENTER LINE PROVIDED AND INSTALLED BY GC
B GRAB BAR 36" LENGTH 33" A.F.F. TO CENTER LINE PROVIDED AND INSTALLED BY GC
C GRAB BAR 18" LENGTH, VERTICAL 36" A.F.F. TO BOTTOM PROVIDED AND INSTALLED BY GC
D GRAB BAR 24" LENGTH 33" A.F.F. TO CENTER LINE PROVIDED AND INSTALLED BY GC
E GRAB BAR 18" LENGTH 33" A.F.F. TO CENTER LINE PROVIDED AND INSTALLED BY GC
F TOILET PAPER DISPENSER 28" A.F.F. TO TOP PROVIDED BY OWNER, INSTALLED BY GC
G MIRROR, 24" x 36" 40" A.F.F. TO BOTTOM OF MIRROR PROVIDED AND INSTALLED BY GC
H PAPER TOWEL DISPENSER 42" A.F.F. TO BOTTOM PROVIDED BY OWNER, INSTALLED BY GC
I SOAP DISPENSER 44" A.F.F. TO BOTTOM PROVIDED BY OWNER, INSTALLED BY GC
K TOWEL HOOK 60" A.F.F. TO CENTER LINE PROVIDED AND INSTALLED BY GC
L SHOWER SEAT 18" A.F.F. TO TOP OF SEAT PROVIDED AND INSTALLED BY GC
M FRAMELESS MIRROR, 70" x 57" 32" A.F.F. TO BOTTOM PROVIDED AND INSTALLED BY GC
N SHOWER CURTAIN 76" A.F.F. TO CENTER LINE PROVIDED BY OWNER, INSTALLED BY GC
O SHOWER CURTAIN ROD 76" A.F.F. TO CENTER LINE PROVIDED AND INSTALLED BY GC
GENERAL INT. ELEVATION NOTES
A. See sheet A801 and A802 for Finish Plans.
B. See sheet A702 for Casework Details.
C. See sheet A804 for Room Finish Schedule.
D. See sheet A804 for Finish Materials Legend.
3.18 Grout CMU half walls solid at open unbraced ends of wash basin.
4.38 Align face of new wall with face of existing adjacent wall.
Scale: 1/4" = 1'-0"13
SHOWER 028
Scale: 1/4" = 1'-0"C
WASH BASIN FLOOR AREA
Scale: 1/4" = 1'-0"B
TYP. TILE PATTERN
PLAN NOTES
B1
2 5/8" 3'-0" 3'-0" 2 5/8"
SS-1
PL-1
RB-1
B1
P-1
W1 W1
B1 B2 B1
RF RF
3'-6" 3'-6" 7"
3'-0" 3'-6" 2'-6" 10"
H
I
PL-1
E-1
PL-1
RB-1
CM
P-1
5 1/2" 2'-6" 3'-0" 3'-0"
8 1/2" 3'-0" 3'-0" 3'-0" 2"
W1 W2 W2
B1 B1 B1
E-1
PL-1
PL-1
RB-1
MW MW
MWMW
P-1
RES-1
CG-2CG-2
CR-1
10.03
M-1
P-1
RES-1
21.02
E-1
HI
CG-2
M-2 3" 2'-3" 4'-0" 2'-3" 2 5/8"
B6 B7 B6
RB-1
P-1
2'-3" 4'-0" 2'-3"
W3 W3 W3
M-2
22.21
21.01
RES-1
6'-0"6'-0"6'-0"6'-0"6'-0" 2'-0"5'-4"2'-0"
CG-2
CG-2
B4B4 HIHI
E-1
PL-1
21.01
I
H
RES-1RES-1
I
H
22.21
CG-1
P-1
6" 3'-0" 2'-6"
B5
E-1
P-1
RES-1
3'-8 7/8"4'-0"4'-0"
B5
E-1
RES-1
P-1
2" 3'-10" 3'-10" 2"
RES-1
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
INTERIOR ELEVATIONS
14A702
LPKR
17004.00
539-19-201
Cincinnati, Ohio
GENERAL INT. ELEVATION NOTES
A. See sheet A801 and A802 for Finish Plans.
B. See sheet A702 for Casework Details.
C. See sheet A804 for Room Finish Schedule.
D. See sheet A804 for Finish Materials Legend.
ELEVATION NOTES
10.03 Metal lockers w/ sloped metal top. Provided and Installed by
Owner.
21.01 Wall mounted fire extinguisher by owner.
21.02 Existing recessed fire extinguisher cabinet to remain.
22.21 Emergency eye wash station & drench shower. See Plumbing Drawings.
Scale: 1/4" = 1'-0"14
CONFERENCE 017
Scale: 1/4" = 1'-0"15
LOUNGE 020
Scale: 1/4" = 1'-0"16
LOUNGE 020
Scale: 1/4" = 1'-0"17
CORRIDOR 027
Scale: 1/4" = 1'-0"18
MECH SHOPS 025
Scale: 1/4" = 1'-0"20
SHARED SHOP SPACE 010
Scale: 1/4" = 1'-0"19
SHARED SHOP SPACE 010
Scale: 1/4" = 1'-0"21
SHARED SHOP SPACE 010
Scale: 1/4" = 1'-0"22
LOCKSMITH 011
Scale: 1/4" = 1'-0"23
LOCKSMITH 011
Scale: 1/4" = 1'-0"24
LOCKSMITH 011
ELEC. BLDG.
BLDG. 15
E L E
C
B L D
G
B L D
G
B L D
G
B L D
G
Mech Shops
Carpentry
Shop
Corridor
Toilet
Toilet
Shower
HAC
Locksmith
Shared Shop Space
Future Elevator
E-1
Elev.
Equip
Toilet
Lounge
Conference
Utility
Section Supervisor
Facilities Section
Supervisor
Computer
Closet
Electrical Supervisor
Corridor
Work Leaders
LVT-1
LVT-1
LVT-1
LVT-1
LVT-1
LVT-1 LVT-1
LVT-1
RES-1
RES-1
LVT-1
PT-1
PT-1
PT-1
SC-1
SC-1
RES-1
RES-1
SC-1
Closet
020A
LVT-1
22.02
TYP.
Closet
22.02
TYP.
RES-1
Paint Booth
SC-1
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
FLOOR FINISH PLAN
14A801
LPKR
17004.00
539-19-201
Cincinnati, Ohio
N Scale: 1/8" = 1'-0"
BASEMENT FLOOR FINISH PLAN
GENERAL FINISH PLAN NOTES
A. See Sheet A804 for Finish Materials Legend.
B. See Sheet A804 for Room Finish Schedule.
C. See Interior Elevations on Sheet A701 and A702 for further information.
PLAN NOTES
22.02 Floor drain. See Plumbing Drawings.
ELEC. BLDG.
BLDG. 15
E
L E
C
B L D
G
B L D
G
B L D
G
B L D
G
Electrical Supervisor
Facilities Section
Supervisor
Utility Section
Supervisor
Work Leaders
Computer
Corridor
Conference
Lounge
Shared Shop Space
Corridor
Mech Shops
Future Elevator
E-1
Toilet
Elev.
Equip
022 HAC
Toilet
Toilet
Shower
Closet
Locksmith
Carpentry Shop
Closet
020A
P-2
P-2
P-2
CG-1
CG-1
CG-1
CG-1CG-1
CG-1
CG-1CG-1
CG-1
CG-1
CG-1
CG-2
CG-2
CG-2CG-2
CG-2
CG-2
CG-2
CG-2CG-2
CG-2
CG-2CG-2
CR-1
CR-1
CR-1
CR-1
CR-1
CR-1CR-1
CR-1
CR-1 CR-1
CR-1
CG-2
CG-2
CG-2
CG-2
Closet
P-5
CG-2
CG-2
CG-2
CG-2
CG-1 CG-1
CR-1
CG-1
CG-1CG-1
Paint Booth
CG-1
CG-1
/2
1 1/2"
Floor
10.16
10.25
10.24
3.19
3"
10.02
10.01
3.19
3"
10.02
10.01
3.20
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
WALL FINISH AND PROTECTION
PLAN
14A802
LPKR
17004.00
539-19-201
Cincinnati, Ohio
N Scale: 1/8" = 1'-0"
BASEMENT WALL FINISH AND PROTECTION PLAN
GENERAL FINISH PLAN NOTES
A. See Sheet A804 for Finish Materials Legend.
B. See Sheet A804 for Room Finish Schedule.
C. See Interior Elevations on Sheet A701 and A702 for further information.
PLAN NOTES
3.19 CMU wall.
3.20 Concrete column.
10.01 Flush mounted full height stainless steel corner guard.
10.02 Screw fastener. See manufacturer's installation instructions.
10.16 Mounting bracket.
10.24 Stainless steel crash rail with V-groove.
10.25 Screw fastener with concrete anchor, 32" O.C. max. See
manufacturer's installation instructions.
Scale: 3" = 1'-0"3
CR-1 DETAIL
Scale: 3" = 1'-0"1
CG-1 DETAIL
Scale: 3" = 1'-0"2
CG-2 DETAIL
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
FINISH SCHEDULE
14A804
LPKR
17004.00
539-19-201
Cincinnati, Ohio
ROOM FINISH SCHEDULE
Number Name Floor Base Wall - N Wall - S Wall - E Wall - W Ceiling
010 Shared Shop Space RES-1 RES-1 P-1 P-1 P-1 P-1 -
011 Locksmith RES-1 RES-1 P-1 P-1 P-1 P-1 ACT-1
012 Work Leaders LVT-1 RB-1 P-1 P-2 P-1 P-1 ACT-1
013 Corridor LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1
014 Electrical Supervisor LVT-1 RB-1 P-2 P-1 P-1 P-1 ACT-1
015 Closet LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1
016 Computer LVT-1 RB-1 P-1 P-1 P-1 P-2 ACT-1
017 Conference LVT-1 RB-1 P-1 P-1 P-1 P-1,2 ACT-1
018 Facilities Section Supervisor LVT-1 RB-1 P-1 P-2 P-1 P-1 ACT-1
019 Utility Section Supervisor LVT-1 RB-1 P-1 P-2 P-1 P-1 ACT-1
020 Lounge LVT-1 RB-1 P-2 P-1 P-1 P-1 ACT-1
020A Closet LVT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1
021 Toilet RES-1 RES-1 P-1 P-1 P-1 P-1 EXIST
022 Elev. Equip SC-1 RB-1 P-1 P-1 P-1 P-1 -
023 HAC SC-1 RB-1 - - - - -
024 Paint Booth
025 Mech Shops SC-1 RB-1 P-1 P-1 P-1 P-1,5 -
026 Carpentry Shop SC-1 RB-1 P-1 P-1 P-1 P-1 -
027 Corridor RES-1 RES-1 P-1 P-1 P-1 P-1 -
028 Shower PT-1 PTB-1 P-1/CT-1,2 P-1/CT-1,2 P-1/CT-1,2 P-1/CT-1,2 P-4
029 Toilet PT-1 PTB-1 P-1/CT-1,2 P-1/CT-1,2 P-1/CT-1,2 P-1/CT-1,2 P-4
030 Toilet PT-1 PTB-1 P-1/CT-1,2 P-1/CT-1,2 P-1/CT-1,2 P-1/CT-1,2 P-4
031 Closet PT-1 PTB-1 P-1 P-1 P-1 P-1 P-4
*PRODUCT MANUFACTURER AND COLOR ARE LISTED TO CONVEY DESIGN INTENT. ALTERNATE PRODUCTS WILL BE ALLOWED PROVIDED THEY ARE OF EQUAL QUALITY AND AESTHETIC/COLOR*
FINISH LEGEND
CODE DESCRIPTION MANUFACTURER MODEL / COLOR COMMENTS
CASEWORK FINISHES
E-1 EPOXY COUNTERTOP KEWAUNEE KEMRESIN BLACK
PL-1 PLASTIC LAMINATE WILSONART 7919-60 AMBER CHERRY
SS-1 SOLID SURFACE (TOILET ROOM) FORMICA TRADITIONS WHEAT MATRIX 333
CEILING FINISHES
ACT-1 ACOUSTIC CEILING TILE ARMSTRONG "FINE FISSURED" 1728 WHITE, 2' x 2' GRID: "PRELUDE XL" 15/16" EXPOSED TEE
P-4 PAINT GLIDDEN CEILING WHITE GLOSS LEVEL 1
FLOOR FINISHES
LVT-1 LUXURY VINYL TILE SHAW CONTRACT "STRAND" 0516V, CLAY 16761, 18" x 36" VERTICAL ASHLAR INSTALLATION
PT-1 PORCELAIN TILE DALTILE "KEYSTONES" D201 URBAN PUTTY SPECKLE, 2" x 2" GROUT: TEC ACCUCOLOR EFX EPOXY, 915 LIGHT SMOKE
RES-1 RESINOUS FLOORING SIKA INDUSTRIAL FLOORING PURCEM 22NA, RAL 7042 TRAFFIC GREY
SC-1 SEALED CONCRETE - -
MISCELLANEOUS FINISHES
M-1 METAL LOCKER LYON DOVE GRAY
M-2 PAINTED METAL KEWAUNEE 95 STORMY BLUE
WALL FINISHES
CT-1 CERAMIC TILE DALTILE MATTE ALMOND x735 6" x 6"
CT-2 CERAMIC TILE DALTILE MATTE ALMOND x735 2" x 6" BULLNOSE
P-1 PAINT GLIDDEN WATER CHESTNUT 30YY 62/127 GLOSS LEVEL 3
P-2 PAINT GLIDDEN GENTRY BLUE 70BG 28/060 GLOSS LEVEL 3
P-3 PAINT GLIDDEN MUSHROOM CAP 20YY 55/151 GLOSS LEVEL 5
P-5 PAINT SHERWIN WILLIAMS SW 7026 GRIFFIN GLOSS LEVEL 1
PTB-1 PORCELAIN TILE BASE DALTILE MATTE ALMOND x735 6" x 6"
RB-1 RUBBER BASE JOHNSONITE "TIGHTLOCK WALL BASE" TDC-49 BEIGE, 4-3/8" H
WALL PROTECTION FINISHES
CG-1 CORNER GUARD CS ACROVYN CO-8 STAINLESS STEEL 3.5" x FULL HEIGHT
CG-2 CORNER GUARD CS ACROVYN CO-8 STAINLESS STEEL 3.5" x FULL HEIGHT
CR-1 CRASH RAIL CS ACROVYN SCR-16SSV STAINLESS STEEL MOUNTED 1'-0" TO TOP A.F.F.
GENERAL FINISH PLAN NOTES
A. See Sheet A804 for Finish Materials Legend.
B. See Sheet A804 for Room Finish Schedule.
C. See Interior Elevations on Sheet A701 and A702 for further information.
Revisions Date
BID ITEMS
Item # Description
Bid Item 2 Delete card readers and security cameras as indicated on drawings.
Bid Item 3 Provide sealed concrete flooring (SC-1) in lieu of resinous flooring (RES-1) in all rooms scheduled to receive (RES-1). Provide rubber base (RB-1) in lieu of resinous base in all rooms scheduled to recieve (RES-1).
Electrical Supervisor
Facilities Section
Supervisor
Utility Section
Supervisor
Work Leaders
Computer
Corridor
Conference
Lounge
Shared Shop Space
Corridor
Mech Shops
Future Elevator
E-1
Toilet
Elev.
Equip
HAC
Toilet
Toilet
Shower
Closet
Locksmith
Carpentry Shop
Closet
020A
ELEC. BLDG.
BLDG. 15
E L E
C
B L D
G
B L D
G
B L D
G
B L D
G
GBGB
DF
DH
DS
PF
PS
MT
SR
MS
MB
PC
SB
GR LA
EM
DR
SA1
WS
WE1
WE2
TB
BC
SC
SP
SA2BN
WB2
BS
DP
WR WR
TS WB1
DC
WT1 WT1
WT2 WT2
WT3
JO
SM
RS
PL
PB
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
FURNITURE PLAN
14IF100
LPKR
17004.00
539-19-201
Cincinnati, Ohio
GENERAL NOTES
N Scale: 1/8" = 1'-0"
BASEMENT - FURNITURE PLAN
A. All furniture to be Owner provided and installed. Furniture layouts are for reference only. Coordinate final furniture plan with Owner.
GBGB
DF
DH
DS
PFPS
MT
SR
MS
MB
PC
SB
GR LA
EM
DR
SA1
WS
WE1
WE2
TB
BC
SC
SP
SA2BN
WB2
DP
WR WR
TS
WB1
DC
WT1 WT1
WT2 WT2
Electrical Supervisor
Facilities Section
Supervisor
Utility Section
Supervisor
Work Leaders
Computer
Corridor
Conference
Lounge
Shared Shop Space
Corridor
Mech Shops
Future Elevator
E-1
Toilet
Elev.
Equip
HAC
Toilet
Toilet
Shower
Closet
Locksmith
Carpentry Shop
Closet
020A
ELEC. BLDG.
BLDG. 15
E L E
C
B L D
G
B L D
G
BLDG. 14
BLDG. 15
RF
RF
MWMW
CM
MW MW
RS
SM
SB
BS
JOPL
WB2
WT3
PB
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G
IS
E T
R
ED RA
C H
TI
E C T
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number o n e-ei g h th in ch o n e fo o t o n e-q u a rt er in ch o n e fo o t th re e-e ig h th s in c h o n e fo o t o n e-h a lf in c h o n e fo o t th re e-q u a rt er s in ch o n e fo o t o n e in c h o n e fo o t o n e a n d o n e-h a lf in ch e s o n e fo o t th re e in ch es o n e fo o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
VA Project No.
FULLY SPRINKLERED
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of Construction and Facilities Management
XX
JPA Project No.
Dwg. of
Expand Engineering Support Space
BUILDING 14
1/18/2019
EQUIPMENT PLAN
14QF100
LPKR
17004.00
539-19-201
Cincinnati, Ohio
N Scale: 1/8" = 1'-0"
BASEMENT - EQUIPMENT PLAN
Equipment Schedule
T a g
D e s c ri p ti o n
C o u n t
S u p p lie r
In s ta lle r
W id th
D e p th
H e ig h t
M o u n ti n g L o c a ti o n
V o lt
P h a s e
A m p
H a rd
W ir e
W o r
P lu g
P
E m
U P
S
D a ta
A la rm
C o ld
W a te r
H o t W a te r
S te a m
D ra in
C o m p A ir
D u s t C o lle c ti o n
R e m a rk s
Shared Shop Space
BS Brick Saw (WS) 1 V V 3' - 6" 2' - 0" 3' - 0"
DF Door & Frame Storage 1 V V 3' - 0" 3' - 0" 5' - 0"
DH Door Hardware 1 V V 4' - 0" 2' - 0" 6' - 0"
DS Drywall Storage 1 V V 10' - 0" 3' - 0" 5' - 0"
GB Gang Box 2 V V 5' - 0" 3' - 0" 3' - 0"
PF Pipe Fittings 1 V V 4' - 0" 2' - 0" 5' - 0"
PS Pipe Storage 1 V V 12' - 0" 3' - 0" 5' - 0" NA
WT1 Work Table 2 2 V V 5' - 0" 12' - 8" 3' - 0"
WT2 Work Table 3 2 V V 5' - 0" 20' - 0" 3' - 0"
WT3 Work Table 4 1 V V 2' - 6" 12' - 8" 3' - 0"
Lounge
CM SE-Coffee Maker Commercial 1 V V
MW Microwave 4 V V
RF Side-by-Side Refrigerator 2 V V Ref.
Paint Booth
PB Paint Booth 1 V V 6' - 4" 10' - 4" 7' - 0"
Mech Shops
BC Big Chop Saw (MS) 1 V V 6' - 0" 4' - 0" 3' - 0" 220 V 1 7 P
DR Drill (Metal Shop) 1 V V 2' - 0" 1' - 6" 3' - 0" 110 V 1 11 P
EM Enco Machine 1 V V 3' - 6" 4' - 6" 3' - 0" 220/440 V 1 6 P
GR Grinder (Metal Shop) 1 V V 2' - 0" 2' - 0" 3' - 0" 220 V 1 3.2 P
LA Lathe (Metal Shop) 1 V V 5' - 6" 1' - 6" 3' - 0" 220 V 1 20 W
MB Metal Band Saw 1 V V 3' - 9" 2' - 4" 3' - 0" 240 V 1 30 W
MS Metal Shear 1 V V 5' - 0" 2' - 8" 3' - 0" NA
MT Metal Work Table 1 V V 6' - 0" 6' - 0" 3' - 0" NA
PC Parts Cleaner 1 V V 3' - 8" 3' - 6" 3' - 0" 110 V 1 20 P
SA1 Belt Sander (Metal Shop) 1 V V 1' - 6" 1' - 6" 3' - 0" 110 V 1 11 P
SB Sand Blaster 1 V V 3' - 0" 4' - 2" 3' - 0" 110 V 1 20 P X
SC Small Chop Saw (MS) 1 V V 4' - 0" 1' - 6" 3' - 0" 110 V 1 14 P
SP Shop Press (MS) 1 V V 2' - 3" 3' - 0" 3' - 0" NA
SR Small Break 1 V V 5' - 0" 3' - 0" 3' - 0" NA
TB Black Tool Box…
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 .