20251104 - BLDG 7 - 100Pct Sealed - COMBINED DRAWINGS.pdf
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VA FORM 08 - 6231
A
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
DORN VA MEDICAL CENTER
6439 GARNERS FERRY RD. COLUMBIA,SC 29209
DEPARTMENT OF VETERANS AFFAIRS
B7 HVAC INSTALLATION, ELECTRICAL UPGRADE, OFFICE LAYOUT
100% CONSTRUCTION DOCUMENTS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
Charlotte Engineers, LLP 5838 Monroe Road Charlotte, NC 28212 704-531-3000 Michael Eaves FULLY SPRINKLERED
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COVER SHEET B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
11/03/2025 GRH
AE001 ARCHITECTURAL - GENERAL NOTES
AE100 ARCHITECTURAL - CONSTRUCTION OPERATIONS, STAGING AND LAYDOWN AREA PLAN
AD110 ARCHITECTURAL - DEMOLITION - DEDUCT ALTERNATE
AE111A ARCHITECTURAL NEW WORK - DEDUCT ALTERNATE
AE301 ARCHITECTURAL - BUILDING SECTIONS
AE302 ARCHITECTURAL - SAFETY LADDER
AE601 ARCHITECTURAL - DOOR AND PARTITION SCHEDULE
AE701 ARCHITECTURAL - REFLECTED CEILING PLAN - DEDUCT ALTERNATE
FA001 FIRE ALARM - SYMBOLS, NOTES & DRAWING INDEX
FA002 FIRE ALARM - DETAILS
FA003 FIRE ALARM - INPUT/OUTPUT MATRIX & TEMP FIRE REQMTS
FA111 FIRE ALARM - NEW WORK
FX001 FIRE SUPPRESSION - SYMBOLS, NOTES & DRAWING INDEX
FX002 FIRE SUPPRESSION - DETAILS
FX003 FIRE SUPPRESSION - IMPAIRMENT REQUIREMENTS
FX110 FIRE SUPPRESSION - DEMOLITION
FX111 FIRE SUPPRESSION - NEW WORK - BASE BID
FX111A FIRE SUPPRESSION - NEW WORK - DEDUCT ALTERNATE
M001 MECHANICAL - LEGENDS, NOTES AND DRAWING INDEX
M002 MECHANICAL - DETAILS
M003 MECHANICAL - DETAILS
M004 MECHANICAL - SCHEDULES
M005 MECHANICAL - WATER FLOW DIAGRAMS & CHILLER DETAILS
M006 MECHANICAL - STEAM PIPING SCHEMATIC
M007 MECHANICAL - SEQUENCE OF OPERATION
MD110 MECHANICAL - DEMOLITION
MD120 MECHANICAL - ROOF PLAN - DEMOLITION
MH111 MECHANICAL - NEW WORK - DUCTWORK - BASE BID
MH111A MECHANICAL - NEW WORK - DUCTWORK - DEDUCT ALTERNATE
MH112 MECHANICAL - NEW WORK - DUCTWORK ELEVATIONS
MH121 MECHANICAL - ROOF PLAN - NEW WORK
MP111 MECHANICAL - NEW WORK - PIPING
MP112 MECHANICAL - NEW WORK - PIPING ELEVATIONS & ENLARGED PLANS
E001 ELECTRICAL - LEGENDS, NOTES & DRAWING INDEX
E002 ELECTRICAL - SCHEDULES & POWER RISER DIAGRAM
E003 ELECTRICAL - DETAILS
ED110 ELECTRICAL - DEMOLITION
ED120 ELECTRICAL - ROOF PLAN - DEMOLTION
EP111 ELECTRICAL - NEW WORK - BASE BID
EP111A ELECTRICAL - NEW WORK - DEDUCT ALTERNATE
EP121 ELECTRICAL - ROOF PLAN - NEW WORK
ARCHITECTURAL
FIRE PROTECTION
MECHANICAL
ELECTRICAL
DRAWING INDEX KEY PLAN
VICINITY MAP
BUILDING 7
N
N
PLAN NORTH
TRUE NORTH
GARNERS FERRY RD.
W
ILL
IA
M
EA
RL
E
BE
RN
E
BE
LT
W
AY
STRUCTURAL
S100 NOTES & STRUCTURAL PLAN
S101 SECTIONS AND DETAILS
S102 STRUCTURAL DETAILS
BUILDING 8
Rev. No. Revisions: Date:
W x3 (E X
IS
TI
N G
W x2 (E X
IS
TI
N G
W x2 (E X
IS
TI
N G
W x3 (E X
IS
TI
N G
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING) 18 H6 JOIST (EXISTING) 18 H6 JOIST (EXISTING)
W x2 (E X
IS
TI
N G
5 BAYS OF L2x2x3/16
X-BRIDGING UNDER EDGE
OF UNIT
NOTE:
18H6 ALLOWABLE LOAD IS 221 PLF
FOR 34'-0" SPAN.
EXISTING BUILT UP ROOFING
ON 1-1/2" INTERMEDIATE RIB STEEL DECK
4' 3/ 4"
(TYPICAL- TO BE MEASURED
BY G.C.)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
18 H6 JOIST (EXISTING)
NEW RTU UNIT 1 (5,355# +/-)
JOISTS TO BE RETROFITTED.
SEE 1/S101
NEW RTU UNIT 2 (2072# +/-)
SEE 2/S101 FOR EXHAUST
FAN SUPPORT.
SEE 2/S200 FOR EXHAUST
FAN SUPPORT.
L6 L6
L6L6
DOUBLE 2X6 SPANNING BETWEEN EXISTING STEEL PURLINS
TO FRAME OUT OPENING.
2X6
NEW OPENING IN WOOD DECKING FOR EXHAUST FAN
5 BAYS OF L2x2x3/16
X-BRIDGING UNDER EDGE
OF UNIT
A B
S101
NEW OPENINGS IN EXISTING MULTI-WYTHE BRICK WALL. SEE MECHANICAL DRAWINGS FOR
LOCATIONS. AT EACH LOCATION, PROVIDE TWO L5x5x3/8 OVER THE OPENINGS WITH ONE
ANGLE ON EACH SIDE OF THE WALL. SAWCUT TO CREATE A 3/8" HORIZONTAL SLOT OVER THE
OPENINGS TO RECEIVE THE HORIZONTAL LEG OF THE ANGLE. BEAR THE HORIZONTAL LEG
6" PAST EACH JAMB.
05120 STRUCTURAL STEEL:
1. Design, fabrication and erection of all structural steel shall be in accordance with the AISC Manual of Steel Construction, ASD, Fifteenth Edition.
2. Minimum material specifications:
a. See Project Manual for Specifications
3. Product Submittals:
a. Typical shop fabrication and field erection drawings.
4. Provide 2 mils DFT of rust inhibitive primer after power tool cleaning.
Building Use Business
Risk Category II
Vertical Loads
Roof Dead Loads (On New Roof) Single-ply membrane/insulation 3 psf Steel Framing 4 psf Suspended Items 5 psf
Live Loads at Roof Occupancy 20 psf Live Load may not be reduced.
Live Loads at Floors Partitions 20 psf Occupancy 100 psf
Snow Loads Ground Snow Load 10 psf Importance Factor 1.0
LATERAL LOADS
Wind Loads Velocity (Ultimate Strength Design) 116 MPH Exposure B Enclosed Building Internal Pressure Coefficient +/-0.18
Components and Cladding (Strength Level Pressures) Wall Components Loads
Zone 4 (Interior Zone) 10 sf -26 psf 50 sf -24 psf 200 sf -22 psf
Zone 5 (Corner Zone) 10 sf -32psf 50 sf -27 psf 200 sf -23 psf
Roof Components Loads (8'-0" band) Zone 1 (Field)
10 sf -26 psf 100sf -24 psf
Zone 2 (Perimeter) 10 sf -43 psf 100sf -33 psf
Zone 3 (Corners) 10 sf -66 psf 100sf -40 psf
Seismic Loads Importance Factor 1.0 Risk Factor Ss, Short Term Spectral Response 0.35 g S1, 1 second Spectral Response 0.12 g Response Modification Coefficient 3 Site Class (Assumed) D Design Category C Sds 0.18 g Sd1 0.35 g
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
FULLY SPRINKLERED
T:
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S100
NOTES & STRUCTURAL PLAN B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
10/16/2025 SB
1/8" = 1'-0"S100
1 ROOF FRAMING PLAN
a r r o w o o d a r r o w o o d864.232.7855 (f)
864.233.9383 (t)
Greenville, SC 29607 412-B Pettigru Street
Arrowood & Arrowood, PC
A&A PROJECT #22-ODL-03
N
Rev. No. Revisions: Date:
kimberly Image kimberly Text Box 11/3/2025
EXISTING BEAM
EXISTING JOIST
ROOF TOP AHU (SEE
MECHANICAL DRAWINGS
HSS1-1/2x1-1/2x1/4 AT END
OF UNIT THAT IS PARALLEL TO
DECK SPAN. RUN JOIST-TO-JOIST.
L2x2x1/4 FROM END OF AHU TO BOTTOM
CHORD PANEL POINT (IF END OF UNIT IS
GREATER
THAN 4" FROM TOP CHORD PANEL POINT)
L1-1/4"x1-1/4"x1/4" (NS, FS)
(TYPICAL WHERE SHOWN)
L6x4x5/16 UNDER ALL EDGES OF
UNIT
ROOF TOP AHU (SEE
MECHANICAL DRAWINGS)
L4x4x3/8 AT JOIST TOP CHORD
PANEL POINT SPACING.
HSS6x2x1/4 (LSH) FRAMING TO L4
LOCATED UNDER EDGE OF UNIT NOT
SUPPORTED DIRECTLY BY JOIST
L4x4x3/8 x 8" LONG
BEARING ON JOIST
L1-1/4 WEB REINFORCING
L2x2x1/4 "x" BRIDGING UNDER EDGE OF
JOIST RUNNING FROM JOIST TO JOIST
WHERE SHOWN ON PLAN.
NEW PL1/4x6x10'-0" CENTERED ON
PANEL POINT SUPPORTING EDGE OF
UNIT
ROUND BAR 5/8x10'-0" LONG
ON ONE SIDE OF TOP CHORD.
3/16"
3/16"
3/16"
GENERAL NOTES
1.ALL BALLAST AND ROOFING WITHIN RTU SUPPORT CURB MUST BE REMOVED.
MATERIAL SPECIFICATIONS
1. STEEL ANGLES AND PLATES: ASTM A36.
2. WELDING ELECTRODES: E70XX.
EXISTING BEAM
EXISTING JOIST
3/16"
EXTEND 12'-0" BEYOND JOIST CENTERLINE
JOIST TOP CHORD
ROUND BAR 5/8" x 15'-0"
JOIST BOTTOM CHORD
NEW PLATE 1/4 x 6 x 15'-0"
3-12
3-12 1/8
JOIST
#14 SELF TAPPING SCREW TO
CONNECT HSS 1 1/2 TO JOIST
TOP CHORD (1 SCREW PER
JOIST)
L6x4x5/16 (TYP)
JO
IS
T
PROVIDE L4 UNDER ALL EDGES OF RTU
AND AROUND DUCT PENETRATIONS. PLACE
VERTICAL LEG OF L4 AT THE INSIDE EDGE OF
RTU CURB. LOCATE USING HVAC CUT SHEETS.
L6x6x3/8x8" LONG
JO
IS
T
L2x2x3/16 (EA SIDE OF JOIST)
WELDED TO JOIST TO TOP CHORD
LOAD AND BOTTOM CHORD PANEL
POINT
PROVIDE L2 WHERE A POINT LOAD GREATER
THAN 100# WILL BE IN PLACE 6" AWAY FROM
PANEL POINT
L6x4x5/16 (TYP)
L6 x4 x5 /1 (T Y P
L6 x4 x5 /1 (T Y P
1/4
1/4
L2 X-BRIDGING SHALL
BE ALIGNED W/ CHORD
STIFFENER. 3 JOISTS.
6"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
FULLY SPRINKLERED
T:
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AM
C C O
LS
C
BL
D G H
VA
C \S
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/3 /2 :0 1:
A M
S101
SECTIONS AND DETAILS B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
10/16/2025 SB
3/4" = 1'-0"S101
1 JOIST RETROFIT DETAILS
1" = 1'-0"S101
2 ROOF OPENING FRAME DETAIL
864.232.7855 (f)
864.233.9383 (t)
Greenville, SC 29607 412-B Pettigru Street
Arrowood & Arrowood, PC
A&A PROJECT #22-ODL-03
Rev. No. Revisions: Date:
a r r o w o o d a r r o w o o d kimberly Image kimberly
WAP
OFFICE
105A
OFFICE
105B
MA
LE
TL
T
FE
MA
ILE
TL
T
VAULT
BUILDING 8
(CONTRACTOR TO FIELD VERIFY)
36' - 0"
EXISITNG AREAWAY
W14x43 (H.D.G.)
S102
S102
BASE PLATE 1/2
1' - 0"
6"
2" 4" 4" 2"
2" 4"
5/8" ALL-THREAD ROD
SET 3" INTO
CHEMICAL ADHESIVE
HSS4x4x1/4
BASE PLATE DETAIL
BASE PLATE 1/2
5/16
L4x4x1/4 CLIP, NS/FS.
THROUGH BOLT WALL
w/ 3/4" ALL-THREAD ROD.
LOCATE WITHIN TOP 3'-0" OF POST.
BEAM, SEE PLAN
CAP PLATE 1/4
NOTE:
ALL STEEL TO BE
HOT-DIP GALVANIZED.
FILL ALL VENT HOLES.
EXISTING WALL
1/4
SHEAR TAB 3/8 x 4" x 0'-11" w/ (3) 3/4" A325 BOLTS IN HORIZONTAL
SHORT SLOTTED HOLES.
TOP OF BEAM AT 16'-0"
ABOVE BUILDING 8 FINISHED
MAIN FLOOR LEVEL
1' 0"
4000 PSI CONCRETE
CURB
1' - 0" x 1 '- 4" HOOKED #4 SET INTO EPOXY
3". SPACE DOWELS @ 6" O.C.
(2)#4
6" 6" 12"
W14x43 HSS4x2
SEE PIPING PLAN M003
ROLLER FOR PIPE SUPPORT (SEE MECH DWGS)
HSS4x2x3/16x2'-0" LONG, SPACED @ 6'-0" O.C.
CAP ENDS W/ PL 1/4. PROVIDE
HOLE FOR VENTING.
BEAM, SEE PLAN
NOTE:
ALL STEEL TO BE
HOT-DIP GALVANIZED.
FILL ALL VENT HOLES.
L4x4x3/8 NS, FS w/ (3) 3/4"Ø A325 BOLTS
IN SSH AND (2) 3/4"Ø ALL-
THREAD ROD, THROUGH
BOLTING WALL.
EXISTING WALL
1/4"x3"x1'-0"
WASHER PL FOR
EACH COLUMN
OF BOLTS
1'-6"x2'-0"x0'-8" FOOTING W/ (2)
ROWS OR (4)#5 DOWELS SET
INTO WALL WITH C.A. (6"
EMBEDMENT)
3/4 CAP PLx8x8 W/ (2)3/4" DIA.
BOLTS
HSS4x4x1/4
IF BRICK BREAKS DURING ROD
INSTALL, DRY PACK TYPE N
MORTAR TO FILL VOIDS FOR
SOUND BEARING
1' - 6"
8"
2" 4"
1" GROUT
BASE PL 1/2x4 1/2x1'-2" W/
(2)3/3" DIA. ALL THRD ROD
SET 5" INTO C.A.
05120 STRUCTURAL STEEL:
1. Design, fabrication and erection of all structural steel shall be in accordance with the AISC Manual of Steel Construction, ASD, Fifteenth Edition.
2. Minimum material specifications:
a. See project manual.
3. Product Submittals:
a. Typical shop fabrication and field erection drawings.
4. Hot-Dip Galvanize all steel shown on this sheet following power-tool clean.
5. Post-Installed Anchors
a. Epoxy or chemical adhesive shall be Ramset Epcon A7 or C6; Hilti HY 200; or Simpson SET EG Epoxy.
01000 GENERAL
1. The structure reflected on the drawings is structurally sound in its completed condition only. The design of any and all temporary shoring and bracing prior to the completed condition shall be the contractor's responsibility. The Structural Engineer of Record (EOR) shall not be responsible for the means, methods, techniques, sequences, procedures nor safety programs which are empolyed by the contractor to build the completed structure. Any deviations from the completed structure represented in the drawings must be submitted to the EOR for approval in writing.
2. The Contractor shall verify all conditions including exsisting structures (above and below grade) and shall notify of the EOR of any discrepancies. The Contractor shall perform all required field measurements.
3. The Sections and Details shown shall be considered to be typical for all similar conditions. The Contractor shall submit written Requests for Information for areas in question.
4. The Contractor shall submit shop drawings for each of the structural components shown on the drawings.
a r r o w o o d a r r o w o o d
864.232.7855 (f)
864.233.9383 (t)
Greenville, SC 29601 412-B Pettigru Street
Arrowood & Arrowood, PC
A&A PROJECT: 24-GMK-82
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
FULLY SPRINKLERED
T:
\O de ll\ -O D L- _V
AM
C C O
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VA
C \2 4- G M K- V
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S102
STRUCTURAL DETAILS B7-HVAC Installation, electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
10/16/2025 AJA AP
1/4" = 1'-0"S102
1 STRUCTURAL PLAN
1" = 1'-0"S102
2 SECTION AT AREAWAY - BUILDING 8
1" = 1'-0"S102
3 SECTION AT BUILDING 7
Rev. No. Revisions: Date:
kimberly Image kimberly
B A
A2.1
A6.025
N.T.S.
1 1/2" = 1'-0"
N.T.S.
REFERENCE SYSTEM
PARTITION SYMBOLS
GRID CONVENTIONS
STRUCTURAL
PLAN DETAIL1
DIMENSION CONVENTIONS
ROOM IDENTIFICATION
WINDOW
SYMBOLS
LOUVER
SYMBOLS
ELEVATION SYMBOL
(LOOKING IN DIRECTION OF ARROW)
OR SLIDING DOOR SYMBOL
ALUMINUM ENTRANCE
THE REFERENCE SYSTEM USES
A NUMBER FOR EACH DETAIL OR
ITEM ON A SHEET COMBINED WITH
THE SHEET NUMBER ON WHICH
IT IS LOCATED. EACH DETAIL OR
ITEM ON A SHEET WILL BE NUMBERED.
E
COL
COL
COL
TOILET
SECTION
NO.4 ON
SHEET A9.0
A4.0
SECTION
ON SHEET
NO.8
A4.0
A3.0
NO.2
SECTION
A3.0
ON SHEET
A8.0
LARGE SCALE BLOW
UP OF PLAN AREA
LOCATION OF
LARGE SCALE PLAN
INTERIOR
ELEVATION
NO.25
ON SHEET
A6.0
A
ROOM
NAME
ACCESSORY
GROUP
ROOM
NUMBER
WINDOW LOUVERALUMINUM
DOOR NUMBER
A-01
NUMBER NUMBER
DETAIL TITLE
FROM THIS SHEET
DETAIL NUMBER
DETAIL SCALEDETAIL TAKEN
FIRE EXTINGUISHER
DENOTES GENERAL PROJECT AREA. SOME WORK MAY OCCUR OUTSIDE
CG-2
2 HOUR FIRE RESISTIVE CONSTRUCTION & SMOKE BARRIER
2 HOUR FIRE RESISTIVE CONSTRUCTION
1 HOUR FIRE RESISTIVE CONSTRUCTION & SMOKE BARRIER
CG-1
PARTITION TYPE (SEE PARTITION SCHEDULE DWG. AE601)
THICKNESS AND HEIGHT ON SCHEDULE.
LEAD LINED PARTITION. NOTE : NUMBER TO INDICATE
PARTITION:
INDICATED FOR INSTRUCTIONS (ON DEMOLITION PLAN).
EXISTING PARTITION TO BE REMOVED. REFER TO NOTE
1 HOUR FIRE RESISTIVE CONSTRUCTION
SMOKE TIGHT PARTITION (BUT NOT SMOKE RATED.)
MATCH LINE
CORNER GUARD
EXISTING PARTITION TO REMAIN
BG
Lead lined side
(Bumper guard)
PROJECT AREA AS IT IS INDICATED ON FLOOR PLAN.
4/A 9.0
4 HOUR FIRE RESISTIVE CONSTRUCTION
HOUR RATING
FIRE RATING
FIRE / SMOKE RATING
EXISTING STRUCTURAL
GRID LINE
GRID LINE
NEW STRUCTURAL
NEW STRUCTURE ON
EXISTING STRUCTURAL GRID LINE
HOLD DIMENSION
CLEAR FINISH DIMENSION OR
DIMENSION TO CENTER LINE OF AN
OBJECT OR THE FACE OF A PARTITION
DIMENSION TO STRUCTURAL GRID
6'-4"
6'-4"
6'-4"
W-1 L-1
PROJECT AREA
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
Charlotte Engineers, LLP 5838 Monroe Road Charlotte, NC 28212 704-531-3000 Michael Eaves FULLY SPRINKLERED
C :\U se rs \G H of fm an \O ne D riv e
- G
M K
AS
SO
C
IA
TE
S\ At ta ch m en ts \2 .0 O D el l - D or n
VA
B 8\ \2 .0 1- O D
EL
L- D O R N V A B8
_R .rv t
/3 0/ :1 9:
P M
AE001
ARCHITECTURAL - GENERAL NOTES B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
11/03/2025 GRH
BUILDING 8
BUILDING 7
WATER TOWER
BUILDING 21
EXISTING
SIDEWALK
MECH.
UNIT
CONCRETE PAD
SIDEWALK
SIDEWALK
SIDEWALK
PROTECT ALL PAVEMENT AND LANDSCAPING
FROM DAMAGE. REPAIR ALL DAMAGE TO ORIGINAL
CONDITION.
MANHOLE
NOTE: ALL AREAS USED FOR
LAYDOWN AND ACCESS SHALL BE
REPAIRED TO ORIGINAL CONDITION
AT COMPLETION OF CONSTRUCTION.
CONCRETE PAD
CONCRETE PAD
CONSTRUCTION LAYDOWN AREA
CONSTRUCTION TRAILER
LAYDOWN AREA
TEMPORARY
CONSTRUCTION
FENCE AT
OPERATIONAL
AREA
TEMPORARY
CONSTRUCTION
FENCE AT
OPERATIONAL
AREA
CONFINED SPACE,
DO NOT ENTER
WITHOUT
QUALIFICATIONS
EXISTING
GRASSED AREA
CRANES OR LIFTS SHALL BE PLACED ON THE VEHICULAR PAVEMENT ONLY. THE GRASSED AREA, CURBS, DRAINAGE STRUCTURES AND SIDEWALKS CANNOT SUPPORT HEAVY EQUIPMENT LOADS.
ANY DAMAGE CAUSED TO UTILITES OR LANDSCAPING IN THIS AREA ARE THE RESPONSIBILITY OF
THE CONTRACTOR.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
Charlotte Engineers, LLP 5838 Monroe Road Charlotte, NC 28212 704-531-3000 Michael Eaves FULLY SPRINKLERED
C :\U se rs \G H of fm an \O ne D riv e
- G
M K
AS
SO
C
IA
TE
S\ At ta ch m en ts \2 .0 O D el l - D or n
VA
B 8\ \2 .0 1- O D
EL
L- D O R N V A B8
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/3 0/ :1 9:
P M
AE100
ARCHITECTURAL - CONSTRUCTION
OPERATIONS, STAGING AND
LAYDOWN AREA PLAN
B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
11/03/2025 GRH
SCALE: 1/16" = 1'-0"1 ARCHITECTURAL SITE PLAN PLAN NORTH
N
GENERAL NOTES - DEMOLITION PLAN:
WHERE PLANS INDICATE THE REMOVAL OF ANY ITEM (DASHED LINES ON DRAWINGS) INCLUDING PLUMBING, MECHANICAL, AND/OR ELECTRICAL SYSTEMS OR INSTALLATION OF ANY NEW ITEM, CONTRACTOR SHALL DEMOLISH AND REPAIR ANY OBSTRUCTION AS NECESSARY TO COMPLETE WORK OF NEW CONSTRUCTION. EXISTING WALL, CEILING OR FLOOR FINISHES OR STRUCTURE. ALL AFFECTED MATERIALS SHALL BE REPAIRED TO EXISTING LEVEL OR BETTER AS REQUIRED FOR INSTALLATION
OF NEW WORK.
REMOVE EXISTING INTERIOR WALLS, PARTITIONS, AND OTHER ARCHITECTURAL ELEMENTS AS INDICATED AND AS REQUIRED TO COMPLETE WORK OF NEW CONSTRUCTION, COMPLETE. CONTRACTOR SHALL MAKE EVERY EFFORT TO COORDINATE DEMOLITION SO AS TO ALLOW A SMOOTH TRANSITION FROM EXISTING SURFACES TO NEW CONSTRUCTION WHERE APPLICABLE.
ITEMS INDICATED ON THESE DRAWINGS MAY NOT REFLECT THE ENTIRE EXTENT OF DEMOLITION. COMPLETE DEMOLITION SHALL BE ACCOMPLISHED AS NECESSARY FOR INSTALLATION OF ALL NEW WORK WHETHER SPECIFICALLY CALLED FOR OR NOT.
REMOVE EXISTING WINDOWS, FRAMES AND ANCHORS AS INDICATED ON THE PLANS.
REMOVE PORTIONS OF EXISTING EXTERIOR WALLS, STRUCTURAL ELEMENTS, ETC. AS INDICATED. PROVIDE TEMPORARY
STRUCTURAL SUPPORT, BRACING, UNDERPINNING, ETC. AS REQUIRED. SEE SPECIFICATIONS.
AT ALL LOCATIONS WHERE NEW OPENINGS ARE CREATED IN THE EXISTING ROOF OR EXTERIOR WALLS, PROVIDE TEMPORARY PROTECTION AS NECESSARY TO PREVENT INTRUSION OF WEATHER/MOISTURE, OUTSIDE AIR, OR PESTS FROM ENTERING THE
BUILDING DURING CONSTRUCTION.
1.
2.
3.
4.
5.
6.
BA
1 11
3' - 1 1/2" 9' - 9" 3' - 1 1/2" 11' - 6" 3' - 1 1/2"
OFFICE
RCC107R
OFFICE
RCC106R
OFFICE
RCC105R
OFFICE
RCC104R
EXISTING
SHELVING TO
REMAIN
EXISTING
SHELVING TO
REMAIN
EXISTING
CAGE TO
REMAIN
EXISTING
OVERHEAD DOOR
TO REMAIN
EXISTING
OVERHEAD DOOR
TO REMAIN
OFFICE
105A
OFFICE
105B
FE
MA
ILE
TL
T
VAULT
103 COLD RM
104MA
LE
TL
T
DEDUCT ALTERNATE
WAREHOUSE
RCC102R
WAREHOUSE
RCC102R
DEDUCT ALTERNATE
BUILDING 8
OUTLINE OF
BUILDING 8
OUTLINE OF BUILDING 8
GROUND FLOOR
MECHANICAL ROOM
SPACE. REFER TO
MECHANICAL PLANS
FOR WORK OCCURING
IN THIS SPACE.
EXISTING FENCE
CONFINED SPACE,
DO NOT ENTER
WITHOUT
QUALIFICATIONS
DEMOLITION KEYNOTES ( )
REMOVE EXISTING WINDOW, STEEL FRAME, AND GLASS COMPLETE. INCLUDING ALL SEALANTS,
HARDWARE, FASTENING, ETC.
REMOVE EXISTING STEEL/WOOD ROOF DECK, INSULATION, AND ROOFING TO EXTENT NECESSARY FOR NEW MECHANICAL EQUIPMENT INSTALLATION. SEE STRUCTURAL AND MECHANICAL PLANS FOR
NEW WORK. REFER TO SHEET AE701 DETAILS 2 AND 3.
CUT AND REMOVE OPENING IN EXISTING WIRE MESH PARTITION TIGHT TO NEW DUCT/PIPE
PENETRATION. COORDINATE LOCATION WITH MECHANICAL DRAWINGS.
PLAN LEGEND
EXISTING BRICK AND / OR STUD WALLS /
PARTITIONS TO REMAIN
NEW STUD WALLS / PARTITIONS
NEW BRICK INFILL
DOOR TAG. SEE DOOR SCHEDULE.
EXISTING DOOR, FRAME AND ACCESSORIES TO
REMAIN
EXISTING DOOR, FRAME AND ACCESSORIES TO BE
DEMOLISHED
NEW DOOR, FRAME AND ACCESSORIES
EXISTING WINDOW SYSTEM AND ACCESSORIES TO
REMAIN
EXISTING WINDOW FRAME AND ACCESSORIES TO BE
DEMOLISHED
SCALE: 1/8" = 1'-0"1 DEMOLITION FLOOR PLAN
SCALE: = 1'-0"
0 8 168
1/8"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
Charlotte Engineers, LLP 5838 Monroe Road Charlotte, NC 28212 704-531-3000 Michael Eaves FULLY SPRINKLERED
C :\U se rs \G H of fm an \O ne D riv e
- G
M K
AS
SO
C
IA
TE
S\ At ta ch m en ts \2 .0 O D el l - D or n
VA
B 8\ \2 .0 1- O D
EL
L- D O R N V A B8
_R .rv t
/3 0/ :1 9:
P M
AD110
ARCHITECTURAL - DEMOLITION -
DEDUCT ALTERNATE
B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
11/03/2025 GRH
PLAN NORTH
N
PLAN NORTH
AE301
BA
10' - 2" 10' - 2" 10' - 3" 10' - 2 1/2"
1'
- 0 1/ 2"
0"
OFFICE
RCC111R
OFFICE
RCC110R
OFFICE
RCC109R
OFFICE
RCC108R
4' - 3"
INFILL EXISTING MASONRY
OPENINGS WITH NEW BRICK. PAINT
TO MATCH EXISTING WALLS. SEE
7/AE301
AE301
EXISTING
SHELVING TO
REMAIN
EXISTING
SHELVING TO
REMAIN
EXISTING
CAGE TO
REMAIN
EXISTING
OVERHEAD
DOOR TO
REMAIN
EXISTING
OVERHEAD
DOOR TO
REMAIN
OFFICE
RCC107R
OFFICE
RCC106R
OFFICE
RCC105R
OFFICE
RCC104R
OFFICE
105A
OFFICE
105B
MA
LE
TL
T
FE
MA
ILE
TL
T
VAULT
103 COLD RM
AE301
108 109 110 111
S1 S1
S1 S1 S1
S2
S1
FURNITURE TO BE SUPPLIED BY OWNER.
FOR REFERENCE PURPOSE ONLY.
AE111A
WAREHOUSE
RCC102R
WAREHOUSE
RCC102R
AE111A
DEDUCT ALTERNATE
AE111A
3 Sim
AE301
Sim
BUILDING 8
OUTLINE OF
BUILDING 8
OUTLINE OF BUILDING 8
GROUND FLOOR
MECHANICAL ROOM
SPACE. REFER TO
MECHANICAL PLANS
FOR WORK OCCURING
IN THIS SPACE.
PIPING AND SUPPORTS.
REFER TO MECHANICAL
AND STRUCTURAL PLANS.
TELECOM
AE111A
2 Sim
EXISTING FENCE
EXISTING SIDEWALK
EXISTING GRASSED AREA
CRANES OR LIFTS SHALL BE PLACED ON THE VEHICULAR PAVEMENT ONLY. THE GRASSED AREA, CURBS, DRAINAGE STRUCTURES AND SIDEWALKS CANNOT SUPPORT HEAVY EQUIPMENT LOADS.
ANY DAMAGE CAUSED TO UTILITES OR LANDSCAPING IN THIS AREA ARE THE RESPONSIBILITY OF
THE CONTRACTOR.
CONFINED SPACE,
DO NOT ENTER
WITHOUT
QUALIFICATIONS
WALL MOUNTED KEY
PROGRAMMER LOCATION.
REFER TO ELECTRICAL
DRAWINGS AND DOOR
HARDWARE SPECIFICATIONS
WHERE EXISTING MASONRY IS TO BE PATCHED OR INFILLED, NEW MASONRY TO ALIGN WITH
EXISTING FOR A SEAMLESS TRANSITION.
PATCH AND REPAIR ALL AREAS IN WALLS, FLOOR AND ROOF WHERE EXISTING ITEMS WERE
REMOVED. MATCH MATERIALS.
GENERAL PLAN NOTES:
1.
2.
PLAN LEGEND
EXISTING BRICK AND / OR STUD WALLS /
PARTITIONS TO REMAIN
NEW STUD WALLS / PARTITIONS
NEW BRICK INFILL
DOOR TAG. SEE DOOR SCHEDULE.
EXISTING DOOR, FRAME AND ACCESSORIES TO
REMAIN
EXISTING DOOR, FRAME AND ACCESSORIES TO BE
DEMOLISHED
NEW DOOR, FRAME AND ACCESSORIES
EXISTING WINDOW SYSTEM AND ACCESSORIES TO
REMAIN
EXISTING WINDOW FRAME AND ACCESSORIES TO BE
DEMOLISHED
1x6 PAINTED SOLID WOOD TRIM
TO MATCH EXISTING, PAINT 5.
MITER EDGE FOR SEAMLESS FIT.
5/8" GYPSUM WALL BOARD.
3 5/8" METAL STUD
6"
6"
3 5/8" METAL STUD
EXISTING BRICK
5/8" GYPSUM WALLBOARD
6"
1x6 PAINTED SOLID WOOD
TRIM TO MATCH EXISTING,
PAINT 5.
SCALE: = 1'-0"
0 8 168
1/8"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
Charlotte Engineers, LLP 5838 Monroe Road Charlotte, NC 28212 704-531-3000 Michael Eaves FULLY SPRINKLERED
C :\U se rs \G H of fm an \O ne D riv e
- G
M K
AS
SO
C
IA
TE
S\ At ta ch m en ts \2 .0 O D el l - D or n
VA
B 8\ \2 .0 1- O D
EL
L- D O R N V A B8
_R .rv t
/3 0/ :1 9:
P M
AE111A
ARCHITECTURAL NEW WORK -
DEDUCT ALTERNATE
B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
11/03/2025 GRH
SCALE: 1/8" = 1'-0"1 RENOVATION FLOOR PLAN
SCALE: 1 1/2" = 1'-0"2 DETAIL AT CORNERS OF NEW OFFICES
PLAN NORTH
N
SCALE: 1 1/2" = 1'-0"3 DETAIL OF NEW OFFICES AT EXISTING
TOP OF EXISTING
CONCRETE SLAB
0' - 0"
CEILING IN NEW
OFFICES
8' - 0"
1 1
/2"
1"
123456
4"2'
- 1 0 1
/2" 8'
- 0
AE301
WAREHOUSE
RCC102R WAREHOUSE
RCC102R
OFFICE
RCC108R
DEDUCT ALTERNATE
NEW RTU. SEE MECHANICAL.EXISTING ROOFING, DECK,
AND JOISTS
EXISTING ROOFING, DECK,
AND JOISTS
8'
- 0
8' - 0"
DEDUCT ALTERNATE
EXISTING SHELVING TO REMAIN
WHERE EXISTING MASONRY IS TO BE PATCHED OR INFILLED, NEW MASONRY TO ALIGN WITH
EXISTING FOR A SEAMLESS TRANSITION.
PATCH AND REPAIR ALL AREAS IN WALLS, FLOOR AND ROOF WHERE EXISTING ITEMS WERE
REMOVED. MATCH MATERIALS.
GENERAL PLAN NOTES:
1.
2.
PLAN LEGEND
EXISTING BRICK AND / OR STUD WALLS /
PARTITIONS TO REMAIN
NEW STUD WALLS / PARTITIONS
NEW BRICK INFILL
DOOR TAG. SEE DOOR SCHEDULE.
EXISTING DOOR, FRAME AND ACCESSORIES TO
REMAIN
EXISTING DOOR, FRAME AND ACCESSORIES TO BE
DEMOLISHED
NEW DOOR, FRAME AND ACCESSORIES
EXISTING WINDOW SYSTEM AND ACCESSORIES TO
REMAIN
EXISTING WINDOW FRAME AND ACCESSORIES TO BE
DEMOLISHED
TOP OF EXISTING
CONCRETE SLAB
0' - 0"
PLYWOOD AND COLD FORMED JOIST CAP
SUSPENDED ACT CEILING
PAINTED, PAINT 1, GYPSUM BOARD WALL
NEW PAINTED HOLLOW METAL DOOR
FRAME (PAINT 3) AND SOLID CORE
DOOR (PAINT 4)
AE301
AE301
8'
- 0
2'
- 1 0 1
/2"
TOP OF EXISTING
CONCRETE SLAB
0' - 0"
CEILING IN NEW
OFFICES
8' - 0"
PLYWOOD CAP ABOVE NEW
OFFICES
ACT CEILING GRID SYSTEM
5/8" GYPSUM WALL BOARD
3 5/8" METAL STUD @ 16"
O.C. SEE PARTITION
TYPE S2.
EXISTING BRICK
PILASTER BEYOND
EXISTING BRICK
PILASTER BEYOND
NEW BRICK INFILL,
PAINTED TO MATCH
EXISTING
AE301
1' - 0"
MASONRY REINFORCING
@ 16" O.C.6'
- 3
EXISTING BRICK WALL
CEILING IN NEW
OFFICES
8' - 0"
PAINT SCW DOORS , PAINT 4, TO
MATCH EXISTING OFFICE DOORS
111 110 109 108
1X6 SOLID WOOD PAINTED, PAINT 5, TO MATCH EXITING TRIM ON OFFICES
PAINTED HM FRAME, PAINT
3, TO MATCH EXISTING
AE301
AE111APAINTED GYPSUM
BOARD, PAINT 2
PAINTED GYPSUM
BOARD, PAINT 2
PAINTED HM FRAME, PAINT
3, TO MATCH EXISTING
DOOR SIGNAGE AT
EACH NEW DOOR
DOOR SIGNAGE AT
EACH NEW DOOR
TOP OF EXISTING
CONCRETE SLAB
0' - 0"
CEILING IN NEW
OFFICES
8' - 0"
1X6 SOLID WOOD PAINTED, PAINT 5, TO
MATCH EXITING TRIM ON OFFICES
AE301
AE111A
AE111A
PAINTED, PAINT 2, GYPSUM BOARD
1x6 SOLID WOOD TO MATCH EXISTING TRIM
ON OFFICES. PAINT TO MATCH, PAINT 5
5/8" GYPSUM BOARD
15/32" CDX PLYWOOD SCREWED TO
COLD FORMED STEEL JOISTS WITH #8
SCREWS @ 6" O.C.
6" X 20 GAUGE COLD FORMED JOIST
(600S162-33) @ 16" O.C.; SPANNING THE
10'2" DIRECTION.
6"
3/8" CDX PLYWOOD. ATTACH @ 12" O.C.
TO EACH JOIST WITH SCREWS.
JOISTS TO BEAR ON 3 5/8" X 20 GAUGE METAL
STUDS (362S162-33) @ 16" O.C. WITH JOISTS
ALIGNING OVER STUDS. STUDS SHALL HAVE
HORIZONTAL BRIDGING AT 4' O.C. (MAX.)
15/32" CDX PLYWOOD SCREWED TO
COLD FORMED STEEL JOISTS WITH
#8 SCREWS @ 6" O.C. 6" X 20 GAUGE COLD FORMED JOIST
(600S162-33) @ 16" O.C.; SPANNING
THE 10'2" DIRECTION.
3/8" CDX PLYWOOD. ATTACH @ 12"
O.C. TO EACH JOIST WITH SCREWS.
JOISTS TO BEAR ON 3 5/8" X 20 GAUGE
METAL STUDS (362S162-33) @ 16" O.C. WITH
JOISTS ALIGNING OVER STUDS. STUDS
SHALL HAVE HORIZONTAL BRIDGING AT 4'
O.C. (MAX.)
5/8" GYPSUM BOARD
EXISTING WALL/PILASTER
ATTACH JOIST
TRACK TO
EXISTING WALL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
Charlotte Engineers, LLP 5838 Monroe Road Charlotte, NC 28212 704-531-3000 Michael Eaves FULLY SPRINKLERED
C :\U se rs \G H of fm an \O ne D riv e
- G
M K
AS
SO
C
IA
TE
S\ At ta ch m en ts \2 .0 O D el l - D or n
VA
B 8\ \2 .0 1- O D
EL
L- D O R N V A B8
_R .rv t
/3 0/ :1 9:
P M
AE301
ARCHITECTURAL - BUILDING
SECTIONS
B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
11/03/2025 GRH
SCALE: 1/8" = 1'-0"1 BUILDING SECTION
SCALE: 1/2" = 1'-0"2 DEDUCT ALTERNATE - ENLARGED SECTION OF NEW OFFICES
SCALE: 1" = 1'-0"7 DEDUCT ALTERNATE- ENLARGED WALL SECTION
SCALE: 1/4" = 1'-0"3 DEDUCT ALTERNATE - NEW OFFICES FRONT ELEVATION
SCALE: 1/2" = 1'-0"4 DEDUCT ALTERNATE - NEW OFFICES SIDE ELEVATION
SCALE: 3" = 1'-0"5 DEDUCT ALTERNATE - FRONT TRIM AND CAP DETAIL
SCALE: 3" = 1'-0"6 DEDUCT ALTERNATE- ENLARGED DETAIL AT EXISTING WALL
PROVIDE 2" WIDE FLAT STEEL
STRAPS UNDER JOISTS, SCREWED
TO EACH JOIST, SPACE
STRAPPING AT 4' O.C. (MAX.)
BA
OFFICE
RCC111R
OFFICE
RCC110R
OFFICE
RCC109R
OFFICE
RCC108R
OFFICE
RCC107R
OFFICE
RCC106R
OFFICE
RCC105R
OFFICE
RCC104R
OFFICE
105A
OFFICE
105B
MA
LE
TL
T
FE
MA
ILE
TL
T
VAULT
103 COLD RM
WAREHOUSE
RCC102R
WAREHOUSE
RCC102R
DEDUCT ALTERNATE
BUILDING 8
OUTLINE OF
BUILDING 8
AE302
AE302
0"
AE302
AE302
AE302
EXISTING FENCE
EXISTING SIDEWALK
EXISTING GRASSED AREA
CRANES OR LIFTS SHALL BE PLACED ON THE VEHICULAR PAVEMENT ONLY. THE GRASSED AREA, CURBS, DRAINAGE STRUCTURES AND SIDEWALKS CANNOT SUPPORT HEAVY EQUIPMENT LOADS.
ANY DAMAGE CAUSED TO UTILITES OR LANDSCAPING IN THIS AREA ARE THE RESPONSIBILITY OF
THE CONTRACTOR.
CONFINED SPACE,
DO NOT ENTER
WITHOUT
QUALIFICATIONS
8'
- 0
VE
RI
FY
IN
F
IE
LD
6"
3'
- 6
LOCKABLE HINGED
METAL LADDER
SECURITY COVER
4'
- 0
3'
- 1 1/ 2"
3'
- 1 1/ 2"
4'
- 0
AE302
AE302
AE302
PADLOCK HASP
WELDED HINGES
WITH TAMPER
PROOF PINS
6'
- 0
1'
- 5 1/ 2"
RUNGS BEYOND
VE
RI
FY
IN
F
IE
LD
6"
8'
- 0
3' - 8"
1"
2' - 3 1/2" 7"
AE302
AE302
AE302
LOCKABLE HINGED
METAL LADDER
SECURITY COVER
WELDED HINGES
WITH TAMPER
PROOF PINS
6'
- 0
1'
- 5 1/ 2"
3" 7"
EXPOXIED THREADED ROD
ANCHORS INTO EXISTING
MASONRY AT EACH BENT
PLATE
1/4" X 2"
BENT PLATE
1/2" PLATE
3/4" DIA. RODS
1' - 1"
1' - 3 3/8"R
1/4" X 2" HOOPS
1/4" X 3" VERTICALS
2 1/2"R
2 1/2"R
3" 7"
1/4" X 2"
BENT PLATE
1/2" PLATE
3/4" DIA. RODS
1' - 1 3/8"R 1' - 1"
EXPOXIED THREADED ROD
ANCHORS INTO EXISTING
MASONRY AT EACH BENT
PLATE
1/4" X 2" HOOPS
1/4" X 3" VERTICALS
50.00°
40.00°
.0 0°
50.0 0° 2 1/2"R
2 1/2"R
3" 7"
1/4" X 2"
BENT PLATE
1/2" PLATE
3/4" DIA. RODS
EXPOXIED THREADED ROD
ANCHORS INTO EXISTING
MASONRY AT EACH BENT
PLATE
1'
- 4
WELDED HINGES
WITH TAMPER
PROOF PINS
2" x 1/4" STEEL ANGLE
FRAME, WELDED
16 GAUGE SHEET METAL
FACE, WELDED TO FRAME
WELDED HASP FOR
KEYED PADLOCK
- ALL COMPONENTS OF SAFETY LADDER TO BE
HOT DIPPED GALVANIZED AFTER FABRICATION
- PAINT SAFETY LADDER
- PADLOCK BY OWNER. COORDINATE HASP WITH
OWNERS PADLOCK.
- WELD ALL METAL JOINTS WITH CONTINUOUS
FILLET WELDS. GRIND ALL WELDS SMOOTH.
- RUNGS TO BE SPACED AT 12" O.C.
- LADDER SHALL MEET CURRENT OSHA
REGULATIONS.
LADDER NOTES:
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
Charlotte Engineers, LLP 5838 Monroe Road Charlotte, NC 28212 704-531-3000 Michael Eaves FULLY SPRINKLERED
C :\U se rs \G H of fm an \O ne D riv e
- G
M K
AS
SO
C
IA
TE
S\ At ta ch m en ts \2 .0 O D el l - D or n
VA
B 8\ \2 .0 1- O D
EL
L- D O R N V A B8
_R .rv t
/3 0/ :1 9:
P M
AE302
ARCHITECTURAL - SAFETY LADDER B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
11/03/2025 GRH
SCALE: 1/8" = 1'-0"1 SAFETY LADDER PLAN
SCALE: 1/4" = 1'-0"2 FRONT ELEVATION
SCALE: 1/4" = 1'-0"3 SIDE ELEVATION
SCALE: 1 1/2" = 1'-0"5 PLAN DETAIL LOW
SCALE: 1 1/2" = 1'-0"6 PLAN DETAIL HIGH
SCALE: 1 1/2" = 1'-0"4 PLAN DETAIL LADDER ONLY
PLAN NORTH
SE
E
SC
H.
SEE SCH.
DOOR ELEVATION
PAINTED, PAINT 4, SOLID
CORE WOOD DOOR
PAINTED, PAINT 3, HM
FRAME TO MATCH
EXISTING OFFICE
DOORS
SEE PLAN FOR
SWING DIRECTION
1/4" TEMPERED GLASS
METAL GLASS
STOP, PAINT 6
GYPSUM BOARD
NON-STRUCTURAL
METAL FRAMING - SEE
WALL TYPES SHEET
BOX HEADER
NON-STRUCTURAL
METAL FRAMING - SEE
WALL TYPES SHEET
PAINTED, PAINT 3,
HM FRAME
GYPSUM BOARD
PAINTED, PAINT
4, DOOR
PAINTED,
PAINT 4, DOOR
PAINTED, PAINT 3,
HM FRAME
HM HEAD DETAIL
SCALE: 1 1/2" = 1'-0"H1 HM JAMB DETAIL
SCALE: 1 1/2" = 1'-0"J1
PAINTED DOOR AND
FRAME
(SEE DOOR SCHEDULE
& DETAILS)
PAINTED, PAINT 6, TO
MATCH EXISTING OFFICES
EXISING
CONCRETE SLAB
SILL DETAILS1
SEALANT
SEALANT
NEW OFFICEEXISTING
WAREHOUSE
GENERAL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
STUD DESIGN CRITERIA: ALL INTERIOR, NON-LOAD BEARING METAL STUDS SHALL BE 25 GAUGE (MIN.)
UNLESS OTHERWISE NOTED. PROVIDE 5 PSF MIN. APPLIED LATERAL LOAD, L/240 MAX. DEFLECTION.
INSTALLATION OF GYPSUM BOARD, BACKER BOARD AND BASE BOARD SHALL CONFORM TO
REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS.
PROVIDE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED.
INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT / MOUNTING OF WALL HUNG ITEMS OR
EQUIPMENT DESCRIBED IN THE DOCUMENTS.
GYPSUM BOARD SHALL BE CUT SO THAT THE CLEARANCE BETWEEN METALLIC ELECTRICAL OUTLET
BOXES AND THE GYPSUM BOARD DOES NOT EXCEED 1/8".
THE BOTTOM OF THE GYPSUM BOARD AT INTERIOR PARTITIONS SHALL BE 1/4" MINIMUM AND 1/2" MAXIMUM ABOVE THE CONCRETE FLOOR SLAB AND SHALL BE SEALED FOR THE FULL DEPTH OF THE
GYPSUM BOARD WITH FLEXIBLE SEALANT.
PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS. REFER TO THE
MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS OF APPLICABLE TESTING AGENCIES FOR
SPECIFICS OF PARTITION CONSTRUCTION.
WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF
PARTITION FINISH.
REFER TO INTERIOR FINISH SCHEDULE FOR ALL WALL FINISHES.
STUD WALL (NON-RATED)S1
GYPSUM BOTH SIDES
5/8" GYPSUM BOARD
METAL STUDS @ 16" O.C.
(3 5/ 8"
(S 1, S2
STUD WALL (NON-RATED)S2
SAME AS S1, BUT WITH GYPSUM ON ONLY ONE SIDE
ACOUSTICAL INSULATION
FULL HEIGHT AND WIDTH.
DOOR HARDWARE SET NO. 1:
- 3 HINGES.
- 1 LOCKSET, OFFICE FUNCTION.
- SILENCERS
- WALL STOPS
- MATCH EXISTING TRIM, LEVERS AND FINISHES TO GREATEST EXTENT POSSIBLE.
- MEDECO DIGITAL KEY SYSTEM.
FINISH SCHEDULE - DEDUCT ALTERNATE
ROOM FLOOR WALLS WALL BASE CEILING REMARKS
RCC108R
RCC109R
RCC110R
RCC111R
PAINT
PAINT
PAINT
PAINT
PAINT
PAINT
PAINT
PAINT
RUBBER
RUBBER
RUBBER
RUBBER
ACT
ACT
ACT
ACT
PAINTED WOOD TRIM, DOORS, DOOR FRAMES
PAINTED WOOD TRIM, DOORS, DOOR FRAMES
PAINTED WOOD TRIM, DOORS, DOOR FRAMES
PAINTED WOOD TRIM, DOORS, DOOR FRAMES
LEGEND:
ACT - ACOUSTICAL CEILING TILE
PAINT 1 - OFF WHITE (CONTRACTOR TO COLOR MATCH TO EXISTING)
PAINT 2 - LIGHT GRAY (CONTRACTOR TO COLOR MATCH TO EXISTING)
PAINT 3 - TAN (CONTRACTOR TO COLOR MATCH TO EXISTING)
PAINT 4 - ALMOND (CONTRACTOR TO COLOR MATCH TO EXISTING)
PAINT 5 - MEDIUM GRAY (CONTRACTOR TO COLOR MATCH TO EXISTING)
PAINT 6 - DARK GRAY (CONTRACTOR TO COLOR MATCH TO EXISTING)
NOTE:
PAINT COLORS 1-6 ARE TO COLOR AND
SHEEN MATCH EXISTING PAINT ON
SIMILAR ELEMENTS OF OFFICES 6-9
(RCC107R, RCC106R, RCC105R, RCC104R)
3"
1 3 /4"
1/8"
10"
ROOM #
STAFF NAME
STAFF DESCRIPTION
1/2"
6"
8 1/2"
MATCH
NUMBER
DOOR SIGNAGE
DOOR HEAD LABEL
ROOM AND PERSONNEL LABEL
CHANGEABLE PAPER
VIEW WINDOW WITH
CLEAR ACRYLIC LENS
FORMED ACRYLIC PLACARD WITH SATIN
NICKEL APPREARANCE DOUBLE SIDED
TAPED TO WALL. NUMERALS TO BE BLACK
STICKER DECALS UTILIZING INDIVIDUAL
NUMERALS. ACRYLIC COLOR AND FONT
SIZE/STYLE/COLOR TO MATCH EXISTING
ROOM AND PERSONNEL LABELS FROM
OFFICES 6-9 (RCC107R, RCC106R, RCC105R,
RCC104R)
SOLID THROUGH COLORED BACK ACRYLIC
PLACARD DOUBLE SIDED TAPED TO HOLLOW
METAL DOOR HEAD. NUMERALS TO BE WHITE
STICKER DECALS UTILIZING INDIVIDUAL
NUMERALS. ACRYLIC COLOR AND FONT
SIZE/STYLE/COLOR TO MATCH EXISTING DOOR
HEAD LABELS FROM OFFICES 6-9 (RCC107R,
RCC106R, RCC105R, RCC104R)
DOOR SCHEDULE - DEDUCT ALTERNATE
DOOR FRAME Hardware
Group Remarks Fire RatingMark Width Height Thickness Mat. Head Jamb Sill
108 3' - 0" 7' - 0" 1 3/4" HM H1 J1 S1 1 N/A
109 3' - 0" 7' - 0" 1 3/4" HM H1 J1 S1 1 N/A
110 3' - 0" 7' - 0" 1 3/4" HM H1 J1 S1 1 N/A
111 3' - 0" 7' - 0" 1 3/4" HM H1 J1 S1 1 N/A
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
Charlotte Engineers, LLP 5838 Monroe Road Charlotte, NC 28212 704-531-3000 Michael Eaves FULLY SPRINKLERED
C :\U se rs \G H of fm an \O ne D riv e
- G
M K
AS
SO
C
IA
TE
S\ At ta ch m en ts \2 .0 O D el l - D or n
VA
B 8\ \2 .0 1- O D
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L- D O R N V A B8
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P M
AE601
ARCHITECTURAL - DOOR AND
PARTITION SCHEDULE
B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
11/03/2025 GRH
OS
S
P
CEILING MOUNTED MASS NOTIFICATION SPEAKER,
ONE WAY TYPE
CEILING MOUNTED PUBLIC ADDRESS SPEAKER, ONE
WAY TYPE
OCCUPANCY SENSOR
SCONCE LIGHTS
EXT. WALL MOUNTED FIXTURE
AP
REFLECTED CEILING PLAN LEGEND
1' X 4' PENDANT LIGHT FIXTURE
2'-0" x 2'-0" ACOUSTICAL CEILING SYSTEM
24" X 24" MECH. RETURN AIR GRILLES
24" X 24" MECH. DIFFUSERS
EMERGENCY DOWNLIGHT- CENTER IN ACOUST. CEILING PANELS,
TYP., U.N.O.
WALL MOUNTED EXIT SIGN
INSTALL 5/8" WATER- RESISTANT GYPSUM BOARD AT THE CEILINGS OF RESTROOMS ONLY. ALL
OTHER ROOMS INDICATED AS SUCH WILL BE STANDARD 5/8" GYPSUM BOARD.
CEILING MOUNTED EXIT SIGN
2' X 4' FLUORESCENT LIGHT FIXTURE
2' X 4' EMERGENCY FLUOR. LIGHT FIXTURE
A
C
RATED OR NON-RATED, LOCKABLE, STEEL ACCESS PANEL 2'-0" W. X 3'-0" DP.- PROVIDE
ACCESS PANELS AS REQUIRED TO ALLOW ACCESS TO EQUIPMENT, SHUT-OFF VALVES,
FIXTURES, MECH. LOUVERS, FIRE DAMPERS AND OTHER ITEMS ABOVE THE CEILING.
PAINT TO MATCH THE ADJACENT SURFACE'S COLOR, U.N.O.
EXTERIOR METAL PANEL SOFFITF
1' X 4' EMERGENCY PENDANT LIGHT FIXTURE
2' X 2' LAY-IN LIGHT FIXTURE
2'-0" x 4'-0" ACOUSTICAL CEILING SYSTEMB
DOWNLIGHT- CENTER IN ACOUST. CEILING
PANELS, TYP., U.N.O.
1' X 4' EMERGENCY LAY-IN LIGHT FIXTURE
1' X 4' LAY-IN LIGHT FIXTURE
2' X 2' EMERGENCY LAY-IN LIGHT FIXTURE
EIFS CEILING SYSTEMD,E
PLAN LEGEND
EXISTING BRICK AND / OR STUD WALLS /
PARTITIONS TO REMAIN
NEW STUD WALLS / PARTITIONS
NEW BRICK INFILL
DOOR TAG. SEE DOOR SCHEDULE.
EXISTING DOOR, FRAME AND ACCESSORIES TO
REMAIN
EXISTING DOOR, FRAME AND ACCESSORIES TO BE
DEMOLISHED
NEW DOOR, FRAME AND ACCESSORIES
EXISTING WINDOW SYSTEM AND ACCESSORIES TO
REMAIN
EXISTING WINDOW FRAME AND ACCESSORIES TO BE
DEMOLISHED
GENERAL RCP SHEET NOTES:
1.
2.
3.
4.
5.
6.
ALL MATERIAL EXPOSED WITHIN A RETURN AIR CEILING PLENUM SHALL BE NONCOMBUSTIBLE OR SHALL BE LIMITED IN COMBUSTIBILITY AND HAVE A FLAME SPREAD INDEX OF 25 MAX. AND A SMOKE- DEVELOPMENT INDEX OF 50 MAX., PER ASTM E84.
ALL CEILING MOUNTED DEVICES SHALL BE CENTERED IN BOTH DIRECTIONS IN ACOUSTICAL CEILING PANELS U.N.O. CENTER SPRINKLER HEADS IN ACOUST. CEILING PANELS WHERE THEY OCCUR - COORDINATE THE LOCATION OF THE SPRINKLER HEADS WITH OTHER CEILING FIXTURES AND EQUIPMENT IN ALL CEILING. ENSURE THAT A SYMMETRICAL AND BALANCED ARRANGEMENT IS INSTALLED. CONTRACTING OFFICER IS TO REVIEW
INSTANCE OF NON-EQUAL SPACING PRIOR TO INSTALLATION.
CEILING HEIGHTS INDICATED (I.E. 9'-0") ARE RELATIVE TO THE FINISH FLOOR ELEVATION OF THE ROOM FOR WHICH THEY ARE INDICATED.
CEILING GRIDS SHALL BE ORIENTED WITHIN SPACES AS SHOWN, U.N.O. FULL TILE (FT) WHERE INDICATED, SHALL ABUT DESIGNATED WALL. LIMIT
PARTIAL PANELS TO NO LESS THAN 6".
DEVICES HAVE BEEN SHOWN FOR COORDINATION PURPOSES. ALL DEVICES MAY NOT BE SHOWN.
THE CONTRACTOR SHALL ENSURE THE INSTALLATION OF ALL DEVICES INDICATED ON THE ENGR. DWG. SEE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR ITEMS NOT SHOWN ON REFLECTED CEILING PLANS. CONTACT THE ARCHITECT IF ANY
CONFLICTS OCCUR.
BA
SP
SP
SP
SP
8' - 0" 8' - 0" 8' - 0" 8' - 0"
NEW 2X2 ACT CEILING
GRID SYSTEM
NO CEILING WORK.
EXISTING OFFICE CEILINGS
NO CEILING WORK
EXISTING OFFICE CEILINGS.
DEDUCT ALTERNATE
WAREHOUSE
RCC102R
WAREHOUSE
RCC102R
OFFICE
RCC111R
OFFICE
RCC110R
OFFICE
RCC109R
OFFICE
RCC108R
DEDUCT ALTERNATE
ROOFING SEALANT,
BOTH SIDES, SEAL
WEATHER TIGHT
EXISTING ROOF DECK AND ROOFING NEW CANT STRIP
NEW BUR ROOFING FLASHING
PLIES BY ROOFING CONTRACTOR
MECHANICAL EQUIPEMENT CURB,
SEE MECHANICAL PLANS
NEW ROOF HVAC UNIT, SEE
MECHANICAL PLANS
WOOD FRAMED CRICKET W/
SHINGLE ROOFING FRAME WITH
PRESERVATIVE TREATED WOOD
LUMBER AT 16" O.C.
EXISTING WOOD FRAMED
SHINGLE ROOFING
INTERWEAVE NEW SHINGLES
W/ EXISTING SHINGLES
METAL STEP FLASHING AT
CURB.
SLOPED ROOF EXHAUST FAN DETAIL2
LOW SLOPE ROOF MECHANICAL UNIT DETAIL3
MECHANICAL UNIT, SEE
MECHANICAL PLANS
CURB, SEE MECHANICAL
PLANS
SEAL WEATHER TIGHT
(NOT TO SCALE)
NEW ROOF OPENING, REFER
TO STRUCTURAL PLANS
NEW ROOF OPENING, REFER
TO STRUCTURAL PLANS
(NOT TO SCALE)
GENERAL NOTE:
CONTRACTOR TO VERIFY EXISTING ROOFING MATERIALS AND ACTIVE
WARRANTIES. PERFORM ROOFING ALTERATIONS IN ACCORDANCE WITH
REQUIREMENTS OF ANY EXISTING WARRANTIES
ROOFING SEALANT,
BOTH SIDES, SEAL
WEATHER TIGHT
EXISTING ROOF DECK AND ROOFING EXISTING CANT STRIP
EXISTING BUR ROOFING
FLASHING PLIES
EXISTING MECHANICAL
EQUIPMENT CURB
CURB CAP AT REMOVED FAN DETAIL4
EXISTING ROOF OPENING
(NOT TO SCALE)
NEW 18 GAUGE STAINLESS
STEEL CURB CAP. SLOPE
FOR DRAINAGE. ALL SEAMS
WELDED
ADHERE 4" POLYISO
RIGID INSULATION TO
UNDERSIDE OF CURB
CAP. FIR TIGHT AT EDGES.
8" MIN.
UNDERLAYMENT AND SHEATHING
8" M
IN
8" M
IN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% CONSTRUCTION
DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT GMK Associates, Inc.
1201 Main Street, Suite 2100 Columbia, SC 29201 803-256-0000 Thomas M. Weiland, AIA
STAMPPROGRAM MANAGER
321 4 5 6 7 8 9 10
Odell International 129 Fast Lane, Suite 200 Mooresville, NC 28117 704-401-2040 C. Harmon Reed, Jr. AIA
CONSULTANT
Charlotte Engineers, LLP 5838 Monroe Road Charlotte, NC 28212 704-531-3000 Michael Eaves FULLY SPRINKLERED
C :\U se rs \G H of fm an \O ne D riv e
- G
M K
AS
SO
C
IA
TE
S\ At ta ch m en ts \2 .0 O D el l - D or n
VA
B 8\ \2 .0 1- O D
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L- D O R N V A B8
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/3 0/ :1 9:
P M
AE701
ARCHITECTURAL - REFLECTED
CEILING PLAN - DEDUCT ALTERNATE
B7-HVAC Installation, Electrical Upgrade, Office Layout
COLUMBIA, SC
544-21-115
BUILDING 7
11/03/2025 GRH
SCALE: 1/8" = 1'-0"1 REFLECTED CEILING PLAN
C
RI
ADA
AHJ
AIM
AOM
A
AUTO
A/CO
NC
AFF
AFG
AWG
BATT
BSMT
BR
BOB
BMS
CD
CLG
CM
C
DN
DACT
EA
ELEC
EL
EOL
EXIST
XP
EX
FM
FA
FAA
FL
GALV
GPM
GA
GC
GR
GND
GFI
HP
HVAC
FIRE ALARM ABBREVIATIONS
AMERICANS WITH DISABILITIES ACT
AUTHORITY HAVING JURISDICTION
ADDRESSABLE INPUT MODULE
ADDRESSABLE OUTPUT MODULE
AMPERE
AUTOMATIC
ABOVE CONCRETE
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AMERICAN WIRE GAUGE
BATTERY
BASEMENT
BREAKER
BOTTOM OF BEAM
BUILDING MANAGEMENT SYSTEM
CANDELA
CEILING
CEILING MOUNTED
CONDUIT
DOWN
DIGITAL ALARM COMMUNICATOR
TRANSMITTER
EACH
ELECTRIC/ELECTRICAL
ELEVATION
END ON LINE RESISTOR
EXISTING
EXPLOSION PROOF
EXTERIOR
FACTORY MUTUAL GLOBAL
FIRE ALARM
FIRE ALARM ANNUNCIATOR PANEL
FLOOR
GALVANIZED
GALLONS PER MINUTE
GENERAL ALARM (BUILDING WIDE)
GENERAL CONTRACTOR
GRADE
GROUND
GROUND FAULT CIRCUIT INTERRUPTER
HORSEPOWER
HEATING VENTING AND AIR CONDITIONING
INPUT / OUTPUT
INTERIOR
ISOLATOR MODULE
JUNCTION BOX
LIGHTING
LIQUID CRYSTAL DISPLAY
LOCAL OPERATING CONSOLE
MAIN CIRCUIT BREAKER
MAIN FIRE ALARM PANEL
MASS NOTIFICATION SYSTEM
NATIONAL FIRE PROTECTION ASSOCIATION
NATIONAL ELECTRIC CODE
NORMALLY CLOSED
NORMALLY OPENED
NOT IN CONTRACT
NOTIFICATION APPLIANCE CIRCUIT
NOT APPLICABLE
NOT TO SCALE
PANEL
PHASE
PROTECTOWIRE
PRESSURE SWITCH
SIGNALING LINE CIRCUIT
SOLENOID
SPECIFICATION
STEEL
TAMPER SWITCH
TOP OF CONCRETE
TOP OF STEEL
TYPICAL
UNDERWRITERS LABORATORY
UNLESS NOTED OTHERWISE
UNITED STATES DEPARTMENT OF VETERANS AFFAIRS
VALVE
VOLT
VOLTS DIRECT CURRENT
WATERFLOW SWITCH
WATT
WALL MOUNTED
WEATHERPROOF
WIREGUARD
I/O
INT
ISO
JB
LTG
LCD
LOC
MCB
MFAP
MNS
NFPA
NEC
NC
NO
NIC
NAC
NA
NTS
PNL
PH
PW
PS
SLC
SOL
SPEC
STL
TS
TOC
TOS
TYP
UL
UNO
VA
VAL
V
VDC
FS
W
WM
WP
WG
SCOPE OF WORK
NOT IN CONTRACT
AREA OF WORK
DD FIRE ALARM DUCT MOUNTED SMOKE DETECTOR.
FIRE ALARM SYMBOLS
FIRE EXTINGUISHER, DRY CHEMICAL FOR ALL TYPES OF FIRES
F ALARM, FIRE, MANUAL PULL STATION.
ALARM, LAMP LIGHT, SIGNAL LIGHT STROBE.
SMOKE DETECTOR, PHOTOELECTRIC TYPE ONLY
WALL MOUNTED STROBE
WALL MOUNTED SPEAKER-STROBE
CEILING MOUNTED REMOTE INDICATOR
FACP FIRE ALARM CONTROL PANEL
FIRE ALARM GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
A.
B.
11.
A.
B.
12.
A.
B.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
BEFORE SUBMITTING A PROPOSAL FOR THE WORK, EACH BIDDER WILL BE HELD RESPONSIBLE TO HAVE EXAMINED THE EXISTING SITE CONDITIONS FOR THE WORK INCLUDED UNDER THIS CONTRACT.
NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS CONNECTION ON BEHALF OF THE
CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HIS PART.
NO FIRE ALARM DOCUMENTS/PLANS SHALL BE USED FOR DEMOLITION OF THIS SYSTEM UNLESS
THEY CONTAIN A REVIEW AND APPROVAL STAMP FROM THE VA COR, VA FIRE OFFICIAL AND A
COMPLETED REVIEW BY THE ARCHITECT/ENGINEER. THE VA COR, VA FIRE OFFICIAL OR
ARCHITECT/ENGINEER HAS THE AUTHORITY TO STOP ANY WORK UNTIL SUCH PLANS ARE ON SITE
AND IN USE.
THE NEW FIRE ALARM DEVICES SHALL BE COMPATIBLE WITH THE EXISTING FIRE ALARM SYSTEM.
ALL ALARM DEVICE LOCATIONS SHALL BE COORDINATED WITH LIGHT FIXTURES, HVAC DIFFUSERS, SPRINKLERS, SIGNS, AND OTHER MEP TRADES PRIOR TO CONSTRUCTION.
UNLESS NOTED OTHERWISE ELSEWHERE, FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR
SEALING ALL FIRE RATED WALL PARTITIONS WITH A UL LISTED ASSEMBLY.
WALL PENETRATIONS THROUGH NON-RATED PARTITIONS SHALL BE PROVIDED WITH A NON-
SHRINKING GROUT OR CAULKING MATERIAL AND APPROVED ASSEMBLY.
THE FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE DESIGN OF THE FIRE
ALARM SYSTEMS AND SHALL PROVIDE SEALED SHOP DRAWINGS. FIRE ALARM DEVICE LAYOUTS,
DEVICES COUNTS, CONDUCTOR TYPES, WIRING DIAGRAMS, I/O MATRIX, RISER DIAGRAMS, AND BATTERY CALCULATIONS SHALL BE SEALED BY AN PROFESSIONAL ENGINEER OR A NICET LEVEL III OR LEVEL IV FIRE ALARM DESIGNER THAT IS REGISTERED IN THE STATE WHERE THE WORK IS TO
OCCUR.
THE FIRE ALARM PLANS ARE FOR COORDINATION AND BIDDING PURPOSES ONLY. THE FIRE ALARM
CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE DESIGN.
THE FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS
AND CEILING REQUIRED FOR THE INSTALLATION OF THE NEW FIRE SUPPRESSION SYSTEM.
UNLESS NOTED OTHERWISE ELSEWHERE, FIRE ALARM SHOP DRAWINGS SHALL INCLUDE
REFLECTIVE CEILING PLANS THAT INDICATE THE FOLLOWING:
CEILING TYPES AND GRID
ALL CEILING MOUNTED DEVICES (LIGHTS, DIFFUSERS, SPRINKLERS, AND ALL SPECIAL
ELECTRICAL SYSTEMS).
THE FIRE ALARM CONTRACTOR SHALL LOCATE CEILING MOUNTED DEVICES AS FOLLOWS:
ALL DEVICES SHALL BE LOCATED IN THE CENTER OF ONE QUADRANT (2' x 4').
IN GYP. BOARD CEILINGS FIRE ALARM DEVICES SHALL BE LOCATED IN SYMMETRICAL PATTERNS
RELATIVE TO OTHER DEVICES LOCATED IN THE CEILING.
THE CIRCUIT WIRING SHALL BE SIZED AS FOLLOWS
NOTIFICATION APPLIANCE CIRCUITS SHALL BE A MINIMUM OF #14 AWG.
SIGNAL LINE CIRCUITS SHALL BE A MINIMUM OF #18 AWG AND MAXIMUM OF #14 AWG.
ALL SMOKE DUCT DETECTORS CONCEALED ABOVE CEILINGS SHALL BE PROVIDED WITH A REMOTE
LED INDICATING TEST STATION AT THE NEAREST CORRIDOR.
THE FIRE ALARM SYSTEM SHALL BE AN ADDRESSABLE SYSTEM INCLUDING INDIVIDUALLY
ADDRESSED DEVICES.
ALL FIRE ALARM SPEAKERS SHALL BE TAPPED AT 1/2 WATT UNLESS NOTED OTHERWISE.
ALL FIRE ALARM DEVICES ARE TO BE WHITE WITH CONTRASTING LETTERING.
CONDUCTORS FOR DETECTORS, MANUAL STATIONS AND SUPERVISORY DEVICES CAN BE INSTALLED IN THE SAME CONDUIT BUT MUST BE INSTALLED IN A SEPARATE CONDUIT FROM ALL INDICATING
DEVICES (HORN/STROBE,STROBE) AND FROM 120 VAC CIRCUITS.
USE THE EXISTING LOCAL FIRE ALARM CONTROL PANEL AND ADD ZONE CARD AND POWER SUPPLY
AS NECESSARY.
FURNISH AND INSTALL END-OF-LINE RESISTORS AND CLEARLY MARK THE LOCATION OF THIS DEVICE.
CONNECT DUCT SMOKE DETECTORS IN THE HVAC SYSTEM (FURNISHED BY THE MECHANICAL
CONTRACTOR AND INSTALLED BY THE MECHANICAL CONTRACTOR) TO ACTIVATE THE FIRE ALARM
SYSTEM AND SHUTDOWN THE HVAC SYSTEM IN THE EVENT OF SMOKE DETECTED IN THE HVAC
DUCTS.
ALL FIRE ALARM SYSTEM COMPONENTS SHALL BE UL LISTED.
FURNISH AND INSTALL DUCT SMOKE DETECTOR TEST STATION IN CEILING TO SHOW LOCATION OF
DETECTOR WHEN IN ALARM OR TROUBLE.
FOLLOWING THE FIRE ALARM SYSTEM INSTALLATION, A 100% FIRE ALARM SYSTEM ACCEPTANCE
TEST SHALL BE CONDUCTED BY THE FIRE ALARM CONTRACTOR FOR THE SCOPE OF WORK SHOWN
ON THESE DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, ENGINEER, OWNER AND
ALL AUTHORITIES HAVING JURISDICTION WITHIN FIVE (5) WORKING DAYS OF THE TEST FOR
SCHEDULING.
ALL FIRE ALARM NOTIFICATION APPLIANCE SIGNALS SHALL SOUND A TEMPORAL THREE PATTERN
UNLESS OTHERWISE SPECIFIED BY THE…
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