876CM3024 Salisbury NC BID SET DRAWINGS_Bk04.pdf
PDF 19 MB Posted
- Attached to
- Salisbury National Cemetery Public Restroom Renovation and Columbarium Cemetery Expansion
- Solicitation number
- 36C78625R0014
About this file
This is a set of electrical, mechanical, and plumbing construction drawings for the VA Salisbury National Cemetery public restroom renovations project. The drawings include detailed floor plans, elevations, sections and schedules for three main buildings: the Administration Building (referred to as "ANNEX"), Historic Building, and Vehicle Storage building.
The drawings show extensive mechanical and electrical renovations including new HVAC equipment, lighting fixtures, power distribution, and plumbing systems. Key components include new exhaust fans, unit heaters, lighting controls, occupancy sensors, receptacles, and water heaters. The electrical scope includes new panels, circuits, and lighting throughout the facilities. Plumbing work involves new fixtures, water heaters, and associated piping systems. The Vehicle Storage building appears to be new construction with a pre-engineered metal building system. The drawings contain detailed specifications for all systems and equipment, including lighting fixture schedules, panel schedules, and mechanical equipment schedules. The work requires careful coordination with existing conditions and phasing to maintain operations during construction.
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Text version
2'- 0"
FOOTING OF EXISTING
WALL
FACE OF EXISTING
BRICK ABOVE
F-111
F-111
10'-2" 9'-6"5"
2'-0"
2'- 0" 6"
2'-0" 2'-0"
2'- 0"
2'- 0"
2'- 0"
2'-0" 2'-0"
5"
5" 5"
1'- 0"
FOUNDATION WALL
5" 5"
5"5"
5"
F-111
F-111
1'- 0"
FOOTING
FOUNDATION WALL
'-8
1'- 0"
1'-0" 1'-0"
1'- 0"
PIER
6" 6" 6"2'-
0"
1'-0" 1'-0"
1'- 0"
PIER
6"X6" GLULAM
COLUMN (1 OF 5)
FOOTING OF
EXISTING WALL
PIER
PIER
PIER
FOOTING OF
EXISTING WALL
FOOTING
FOOTINGFOOTING
FOOTING
FOOTING
BRICK VENEER
ABOVE
STUD WALL ABOVE
6" 6"
1'-0"
FACE OF
EXISTING
BRICK ABOVE
1'- 5"
FACE OF BRICK
ABOVE
COLUMN CENTER
LINE
'-1
1"
10'-2"
FACE OF
EXISTING BRICK
ABOVE
FOOTING OF
EXISTING WALL
21'-6" V.I.F
FOOTING OF
EXISTING WALL
FACE OF
EXISTING
BRICK ABOVE
FACE OF BRICK
ABOVE
FOOTING OF
EXISTING WALL
FACE OF
EXISTING BRICK
ABOVE
FACE OF
EXISTING
BRICK ABOVE
1'- 4"10
11'-0" (VERIFY IN FIELD)
5"5"
4" CONCRETE SLAB ON GRADE WITH
6X6X 10 /10 WELDED WIRE FABRIC
6"X6" GLULAM COLUMN
PRESSURE TREATED WOOD BLOCKING
5"
EXISTING WALL
EXISTING FOUNDATION
WALL & FOOTING
EXISTING SLAB
5/8" GYPSUM BOARD GLUED TO COLUMN
100'- 0"
FINISH FLOOR
WALL BASE
COLUMN BASE, SEE DETAIL 5/F-111
6 MIL POLYETHYLENE VAPOR BARRIER
OVER 4" COMPACTED # 53 STONE
AGGREGATE (CRASHED STONE 95%
PROCTOR)
1/2" EXPANSION JOINT
1'-0"
DRILL & EMBED 6" EPOXY GROUT INTO EXISTING
FOUNDATION FOR (3) DOWELS #5 12" LONG
97'- 0" (VIF)
BOTTOM OF EXIST. FOOTING
1'- 0"
V
IF
98'- 8" (VIF)
BOTTOM OF EXIST. FOOTING
ALIGN BOTTOM & TOP OF NEW
FOOTING WITH EXISTING
FOOTING, VERIFY IN THE FIELD
2'- 0"
12"
(3) #5
(2) #5 CONTINUOUS
1'-0"
4" CONCRETE SLAB ON GRADE WITH
6X6X 10 /10 WELDED WIRE FABRIC
COLUMN BASE, SEE DETAIL 5/F-111
CONCRETE FOOTING
5"6"X6" GLULAM COLUMN
5/8" GYPSUM BOARD GLUED TO COLUMN
100'- 0"
FINISH FLOOR
2'- 4"
10"
(5) # 5 CONTINUOUS
# 5 X 1'-6" @ 1'-0" O.C.
2" RIGID INSULATION (POLYSTYRENE)
24" WIDE UNDER THE SLAB & ALONG
FOUNDATION WALL
6 MIL POLYETHYLENE VAPOR
BARRIER OVER 4" COMPACTED # 53
STONE AGGREGATE (CRASHED
STONE 95% PROCTOR)
4" CONCRETE PAVEMENT WITH
4"X4 WELDED WIRE MESH 10/10.
SLOPE1/8" MIN , SEE SITE PLANS
#4 REBAR
#5 @32" O.C.
#5 x @ 1'-0" O.C. CONT. (TYP)
2X6 WALL STUD @ 16" O.C
WITH R-19 BATT INSULATION
4" BRICK VENEER
SS BRICK TIES 16” ON CENTER
VERTICALLY
WATER RESISTIVE BARRIER
ON 3/4" PLYWOOD SHEATHING
METAL FLASHING
WEEP HOLES 24" O.C. MIN (TYP)
98'- 8"
TOP OF FOOTING
PRESSURE TREATED WOOD BLOCKING
1'-0"
1'-0"
3'-6"
1'-0"1'-0" 6"
99'- 8"
TOP OF PIER
99'- 4"
TOP OF FOUNDATION WALL
PIER
#5 DOWEL 8" LONG 12" O.C.
100'- 0"
FINISH FLOOR
97'- 8"
TOP OF FOOTING
4" CONCRETE SLAB ON GRADE
WITH 6X6X 10 /10 WELDED
WIRE FABRIC
EXISTING WALL
EXISTING FOUNDATION
WALL & FOOTING
EXISTING SLAB
100'- 0"
FINISH FLOOR
6 MIL POLYETHYLENE VAPOR
BARRIER OVER 4" COMPACTED
# 53 STONE AGGREGATE
(CRASHED STONE 95%
PROCTOR)
5/8" GYPSUM BOARD ON 2-1/2"
STEEL STUDS @ 24" O.C. FOR
FURRING.
1/2" EXPANSION JOINT
4" CONCRETE SLAB ON
GRADE WITH 6X6X 10 /10
WELDED WIRE FABRIC
EXISTING WALL
EXISTING FOUNDATION
WALL & FOOTING
EXISTING SLAB
100'- 0"
FINISH FLOOR
ALIGN BOTTOM OF NEW
CONCRETE FOUNDATION
WALL WITH TOP OF
EXISTING FOOTING,
VERIFY IN THE FIELD
ALIGN BOTTOM OF NEW
FOOTING WITH THE
EXISTING ONE.
97'- 0" (VIF)
BOTTOM OF EXIST. FOOTING
1'- 0"
V
IF
98'- 8" (VIF)
BOTTOM OF EXIST. FOOTING
1/2" EXPANSION JOINT
1'- 4"
Admin/ Info Center/ Public RR/ Mainten. (Annex site)
ADMIN.
OFFICE
PUBLIC
RR
HONOR
GUARD
MAINTENANCE GARAGE
PUBLIC
INFO
CENTER
KEY PLAN
BUILDING "A"
PORCH
PORCH
PO
RC
H
NEW
OFFICE
LOCKERS
BUILDING PLAN GRID LEGEND
STRUCTURAL GRID SYMBOLS WITH LETTER "N" INDICATE NEW CONSTRUCTION
BREAK
ROOM
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
Office of Construction and Facilities Management
I.J.
Salisbury National Cemetery
M.F.C.
BID SET
876CM3024
M
IC
HAEL F . CONLY
RALE IGH , NC
NORT H CAROL I NA
REG
I S
T E R E D A R C H I TECT4763 ANNEX: 501 Statesville Blvd, Salisbury, NC 28144
Fi le
P at h 6/
/2
:3
9:
P M
A
B
C
D
E
F
CIVIL/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
MEP ENGINEER
Arium AE 410-730-2300
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
RESTROOM RENOVATIONS,
REPAIRS AND IMPROVEMENTS
2024-08-16 F-111-A
FOUNDATION PLAN NOTES
A EXISTING FOUNDATION WALL AND FOOTING IS GIVEN
FOR REFERENCE ONLY. GC TO VERIFY IN THE FIELD
EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
WORK.
B THE CONTRACTOR SHALL GIVE NOTICE OF PLACING
FOUNDATION CONCRETE SO THAT AN INSPECTION OF
THE SUB-GRADE MIGHT BE MADE BY A/E INSPECTOR.
C THE BOTTOM OF ALL FOUNDATIONS SHALL BE
PROTECTED FROM MOISTURE DAMAGE IF THE
FOOTING CANNOT BE POURED IMMEDIATELY.
D CONCRETE STRENGTH (AT 28 DAYS):
ALL FOOTING CONCRETE SHALL MATCH SECTION 03
30 53 IN SPECIFICATIONS.
B NOTES ON THESE PLANS POINT AT TYPICAL ITEMS
REFERRING TO OTHER SIMILAR ITEMS, UNLESS
OTHERWISE NOTED.
C THE MINIMUM CONCRETE COVER OVER MAIN
REINFORCING STEEL SHALL BE:
3" AT FOUNDATIONS, FOOTINGS AND WALLS.
D REFER TO GRADING PLANS FOR PAVEMENT SLOPE
INFORMATION AND DETAILS.
ANNEX BUILDING "A" - NEW OFFICE
ADDITION ENLARGED PLAN
NEW OFFICE FOUNDATION PLAN
SCALE: 1/2"=1'-0"
F-111
COLUMN FOOTING DETAIL
SCALE: 1"=1'-0"
F-111
COLUMN FOOTING DETAIL @EXTERIOR WALL
SCALE: 1"=1'-0"
F-111
COLUMN BASE DETAIL
N.T.S.
F-111
8"
6"X6" GLULAM
COLUMN
KNIFE PLATE PARAMETRIC
GUIDE AND BASE PLATE
CONCRETE TAPCON BOLT
ANCHOR
SET BASE PLATE ON
LEVELED BED
SLAB ON GRADE DETAIL@ EXISITNG WALL
SCALE: 1"=1'-0"
F-111
COLUMN FOOTING DETAIL
SCALE: 1"=1'-0"
F-111
6"X6"X3/8" INTEGRAL
BEARING BASE PLATE
& ANCHOR BOLTS BY
POST MANUFACTURER
AutoCAD SHX Text F2-N
AutoCAD SHX Text F1-N
AutoCAD SHX Text B-N
AutoCAD SHX Text E-N
AutoCAD SHX Text 8-N
AutoCAD SHX Text
AutoCAD SHX Text F2-N
AutoCAD SHX Text F1-N
AutoCAD SHX Text F1-N
AutoCAD SHX Text
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AutoCAD SHX Text N
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text F
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text F1-N
AutoCAD SHX Text F2-N
AutoCAD SHX Text 8-N
AutoCAD SHX Text 9-N
AutoCAD SHX Text 10-N
AutoCAD SHX Text 8-N
AutoCAD SHX Text B-N
AutoCAD SHX Text D
AutoCAD SHX Text E-N
AutoCAD SHX Text 9-N
ALIGN NEW ROOF
RIDGE WITH EXISITNG
'-5
TR
US
S
"A
'-1
1" (T
RU
SS
"B
8" S
LO
PE
2- 3/4
SL
OP
E
TRUSS
BRIDGING BY
TRUSS MFG.
NEW EXTERIOR 2X6
WOOD STUD WALL WITH
TRUSS BEARING AT 10'-3"
A.F.F.
TOP OF
BEAM 10'-3"
FA
CE
O F
EX
IS
TI
NG
W
AL
L
WOOD TRUSSES "A"
@ 24"O.C.
WOOD TRUSSES
"B" @ 24"O.C.
DO
UB
LE
T
RU
SS
WOOD TRUSSES "C"
@ 24"O.C.
'-1
1" (T
RU
SS
"C
2'-0"
TYP.
STICK FRAME WITH 2X6 JOISTS SPAN
BETWEEN DOUBLE TRUSS & DIAGONAL
VALLEY WOOD DECK
EXISTING ROOF VALLEY
TRUSS BRIDGING BY
TRUSS MFG. (TYP)
16'-0" 1'-0" 11'-0" 9'-6" 20'-0"
142'-10"
A-311A
A-313A
TOP OF
BEAM 10'-3"
1'-11"
NEW EXTERIOR 2X6
WOOD STUD
BEARING WALL WITH
TRUSS BEARING AT
10'-3" A.F.F.
S-311A
S-311A
5/8" PLYWOOD ON
TOP OF NEW
FRAMING
EXISTING ROOF RIDGELEDGER BEAM
MOUNTED ON WALL
PARALLEL TO TRUSS
"B", SEE SECTIONS
110'-3"
TRUSS BEARING
±117'- 11"
TRUSS PEAK (RIDGE)
±117'- 11"
TRUSS PEAK (RIDGE)
NEW ROOF VALLEY
EXISTING ROOF DECK
'-0
'-0
'-0
'-0
A-312A
A-314A
21'-5" (TRUSS "A")19'-11" (TRUSS "B")
5'- 21 4"
81 8"
8" 7'-
8"
2-3/4
110'-3"
ROOF TRUSS BEARING
A-312A
A-314A
10'-6"10'-11"
19'-2" 18'-8"
CENTER OF
BEARING WALL
CENTER OF
BEAM
CENTER OF
BEAM
2'-9"9"
15# WIND LOAD
37# WIND LOAD
BOTTOM CHORD
PROVIDE STRUCTURAL TIE DOWNS "SIMPSON"
ANCHORS AT EACH BEARING POINT AT EACH TRUSS
9'-6" (TRUSS "C")19'-11" (TRUSS "B")
5'- 21 4"
81 8"
2-3/4
110'-3"
ROOF TRUSS BEARING
2-3/4
A-312A
A-314A
93 4"
7'- 41 8"
19'-2"
CENTER OF
BEARING WALL
CENTER OF
BEAM
9"
15# WIND LOAD
±7 '-8
110'-3"
ROOF TRUSS BEARING
±111'-1"
EXIST. DECK EDGE
EXISTING ROOF RIDGE
WITH NEW RIDGE CAP
NEW STANDING SEAM METAL ROOF
EXISTING ROOF VALLEY
CENTER LINE OF EXISTING ROOF RIDGE
2"X6"
CUSTOM
WOOD
BLOCKING
CONTINUOUS METAL FLASHING 24" WIDE MINIMUM UNDER
SEAM METAL ROOF PANELS AT THE BOTH SIDES OF VALLEY.
ANCHOR EDGES OF ROOF PANELS PER MANUFACTURER'S
INSTRUCTIONS.
5/8" PLYWOOD DECK ON TOP OF RAFTERS
AND TRUSSES. LAY PLYWOOD DECK IN
STAGGERED PATTERN PERPENDICULAR
TO TRUSS SPAN.
2"X6" JOIST RAFTERS 24" O.C.
±31' VALLEY
2"X6" CUSTOM
WOOD BLOCKING
A-312A
A-314A
±117'-11"
EXIST. TRUSS PEAK (RIDGE)
2'-0" TYP.
NEW ROOF VALLEY
Admin/ Info Center/ Public RR/ Mainten. (Annex site)
ADMIN.
OFFICE
PUBLIC
RR
HONOR
GUARD
MAINTENANCE GARAGE
PUBLIC
INFO
CENTER
KEY PLAN
BUILDING "A"
PORCH
PORCH
PO
RC
H
NEW
OFFICE
LOCKERS
BUILDING PLAN GRID LEGEND
STRUCTURAL GRID SYMBOLS WITH LETTER "N" INDICATE NEW CONSTRUCTION
BREAK
ROOM
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
Office of Construction and Facilities Management
I.J.
Salisbury National Cemetery
M.F.C.
BID SET
876CM3024
M
IC
HAEL F . CONLY
RALE IGH , NC
NORT H CAROL I NA
REG
I S
T E R E D A R C H I TECT4763 ANNEX: 501 Statesville Blvd, Salisbury, NC 28144
Fi le
P at h 6/
/2
:3
9:
P M
A
B
C
D
E
F
CIVIL/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
MEP ENGINEER
Arium AE 410-730-2300
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
RESTROOM RENOVATIONS,
REPAIRS AND IMPROVEMENTS
2024-08-16
OFFICE ADDITION ROOF FRAMING PLAN
SCALE: 3/16"=1'-0"
S-311A
Admin/ Info Center/ Public RR/ Mainten. (Annex site)
S-311A
ANNEX BUILDING "A" - OFFICE ADDITION
ROOF FRAMING PLAN
ROOF FRAMING PLAN NOTES
A EXISTING ROOF FRAMING (NOT SHOWN ON THIS DRAWING)
REMAINS AS IT IS, KEEP FROM DAMAGE DURING CONSTRUCTION.
B SEE SECTIONS FOR TRUSS SUPPORTING WALL & COLUMN
LOCATIONS.
C DIMENSIONS OF THE NEW TRUSSES AND CUSTOM FRAMING ARE
GIVEN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS
PRIOR FABRICATION TO ADJUST DIMENSIONS OR SHIM IN THE
FIELD IF NEEDED.
D CAREFULLY REVIEW ALL PLANS, SECTIONS, FRAMING DRAWINGS
AND SPECIFICATIONS PRIOR WORK.
E NEW PRE-ENGINEERED WOOD TRUSSES @ 24"O.C. BY TRUSS
MANUFACTURER, PROVIDE CERTIFIED SHOP DRAWINGS WITH ALL
CONNECTION DETAILS FOR REVIEW AND APPROVAL.
F CONFIRM ALL TRUSS DIMENSIONS IN THE FIELD PRIOR TO TRUSS
CONSTRUCTION.
TRUSS ELEVATION
SCALE: 3/16"=1'-0"
S-311A
TRUSS ELEVATION
SCALE: 3/16"=1'-0"
S-311A
FRAMING ELEVATION VIEW
SCALE: 1/16"=1'-0"
S-311A
PRE-ENGINEERED TRUSS NOTES
NORTH CAROLINA BUILDING CODE 2018
TRUSSES MUST COMPLY WITH SECTIONS 2303A-1 THROUGH2503 A-7.
LOAD FACTORS SALISBURY, NC
130 MPH HIGH WINDS UPLIFT OF 43# /SF.
LIVE LOAD 20# /SF MAX (SNOW).
DEAD LOAD 30# /SF. (SUSPENDED CEILING, LIGHTS, TRUSSES, LIGHT
TUBES, GYPSUM BOARD, INSULATION)
AutoCAD SHX Text
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AutoCAD SHX Text 8-N
AutoCAD SHX Text 9-N
AutoCAD SHX Text 10-N
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text E-N
AutoCAD SHX Text F2-N
AutoCAD SHX Text B-N
AutoCAD SHX Text F1-N
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text E-N
AutoCAD SHX Text F2-N
AutoCAD SHX Text B-N
AutoCAD SHX Text F1-N
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text E-N
AutoCAD SHX Text B-N
AutoCAD SHX Text F1-N
AutoCAD SHX Text F2-N
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text E-N
AutoCAD SHX Text B-N
AutoCAD SHX Text E
AutoCAD SHX Text B-N
AutoCAD SHX Text B-N
AutoCAD SHX Text B-N
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E-N
AutoCAD SHX Text B-N
AutoCAD SHX Text F-N
AutoCAD SHX Text F
AutoCAD SHX Text N
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text three eighths inch = one foot
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N
ASSISTANT
DIRECTOR
BUDGET
DIRECTOR
MECH
CLOSET
4'-10" 3'-4" 7'-4" 3'-4" 2'-8"
21'-6" V.I.F.
DIRECTOR
STAFF
RESTROOM
MAP/ WORK
ROOM
CORRIDOR
STORAGE
COUNTER
MECH
ELECTR
COPY
PRINTER
STOR
IT/ GRAVE
LOCATOR
1'-5"
MEN
RR
WOMEN
RR
MAIN
ENTRY
PORCH
PORCH
RECEPTION &
INFORMATION
CENTER
PORCH
HONOR GUARD
WORK
COUNTER
W/ BASE
116A
LOCKER ROOM
LOCKER ROOM
123 STOR.
CLOSET
CLOSET
RR
127 RR
BREAKROOM
MAINTENANCE GARAGE
MEZZANINE
GARAGE BAY
WORK
STATION
115A
WORK
STATION
116B
BOOT
WASH WORK
STATION
115B
WORK
STATION
115C
129A
ENTRY
129A
8 11
W-118 W-119
SF-115
UP
15'-81 2" 33'-2" 9'-11
2" 16'-0" 1'-0" 11'-0" 9'-6" 20'-0" 20'-0" 7'-4"
15'-81 2" 25'-91
2" 17'-6" 16'-0" 11'-0" 16'-0" 17'-6" 16'-0" 7'-4"
'-0
'-8
'-0
8'-
4"
7'- 0"
9'- 0"
'-0
'-0
'-0
142'-10"
142'-10"
'-0
'-0
A-311A
A-311A
A-312A
A-312A
A-313A
A-313A
A-314A
A-314A
1'-0"
11'-0" V.I.F.
5'-8" 3'-4" 1'-0"
15'-81 2" 33'-2" 9'-11
2" 16'-0" 1'-0" 11'-0" 9'-6" 20'-0" 20'-0" 7'-4"
15'-81 2" 25'-91
2" 17'-6" 16'-0" 11'-0" 16'-0" 17'-6" 16'-0" 7'-4"
'-0
'-8
'-0
8'-
4"
7'- 0"
9'- 0"
'-0
'-0
'-0
142'-10"
142'-10"
'-0
'-0
A-311A
A-311A
A-312A
A-312A
A-313A
A-313A
A-314A
A-314A
Admin/ Info Center/ Public RR/ Mainten. (Annex site)
GENERAL NOTES
A. DUE TO LIMITED ACCESS, ALL FIELD WORK OBSERVATIONS DO
NOT INCLUDE ALL CURRENT CONDITIONS WHEN NOT EXPOSED
TO VIEW.
B. DIMENSIONS OF EXISTING CONDITIONS ARE ACCURATE WITHIN
1/2", UNLESS OTHERWISE NOTED. DIMENSIONS OF NEW WALLS
ARE SHOWN TO THE FACE OF STUD (NOT FINISHES).
C. DO NOT SCALE DRAWINGS.
D. CONTRACTOR MUST VERIFY EXACT DIMENSIONS IN THE FIELD
PRIOR TO WORK AND NOTIFY THE ARCHITECT & THE OWNER IF
DISCREPANCIES ARE ENCOUNTERED BETWEEN EXISTING
CONDITIONS AND DRAWINGS.
E. GC TO SUBMIT SHOP DRAWINGS FOR ARCHITECT'S REVIEW
PRIOR TO FABRICATION.
F. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL
DRAWINGS FOR MORE INFORMATION.
G. REFER TO ENLARGED PLANS FOR NEW FINISH MATERIAL
INFORMATION.
H. BREAK ROOM CABINETS & NEW APPLIANCES TO BE INSTALLED
BY GENERAL CONTRACTOR.
I. NEW FURNITURE AND/ OR OFFICE ACCESSORIES (IF ANY) BY
THE OWNER. THE CONTRACTOR WILL STORE, MOVE, AND
INSTALL NEW FURNITURE PROCURED BY THE CEMETERY.
GENERAL CONTRACTOR SHALL SET FURNITURE &
ACCESSORIES (EXISTING OR NEW).
PLAN KEY NOTES
1 INSTALL NEW FLOOR TILE.
2 RE-PAINT WALLS.
3 AFTER DEMO OF EXISTING RECESSED PAPER TOWEL
HOLDER/ DISPENSER, COVER OPENING WITH 5 /8"
GYPSUM BOARD, "X" TYPE, FLUSH WITH EXISTING WALL
BOARD. SECURE INSIDE OF WALL CAVITY WITH WOOD
BLOCKING AS NEEDED. PREPARE SURFACE TO RECEIVE
NEW CERAMIC TILE.
4 4'X4' CONCRETE PAD FOR OUTDOOR MECHANICAL UNITS.
SEE ENLARGED PLANS FOR DETAIL WORK.
ADMIN.
OFFICE
PUBLIC
RR
HONOR
GUARD
MAINTENANCE GARAGE
PUBLIC
INFO
CENTER
KEY PLAN
BUILDING "A"
PORCH
PORCH
PO
RC
H
NEW
OFFICE
LOCKERS
BUILDING PLAN GRID LEGEND
STRUCTURAL GRID SYMBOLS WITH LETTER "N" INDICATE NEW CONSTRUCTION
BREAK
ROOM
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
Office of Construction and Facilities Management
I.J.
Salisbury National Cemetery
M.F.C.
BID SET
876CM3024
M
IC
HAEL F . CONLY
RALE IGH , NC
NORT H CAROL I NA
REG
I S
T E R E D A R C H I TECT4763 ANNEX: 501 Statesville Blvd, Salisbury, NC 28144
Fi le
P at h 6/
/2
:3
9:
P M
A
B
C
D
E
F
CIVIL/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
MEP ENGINEER
Arium AE 410-730-2300
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
RESTROOM RENOVATIONS,
REPAIRS AND IMPROVEMENTS
2024-08-16 A-111-A
FLOOR PLAN
SCALE: 3/16"=1'-0"
A-111A
ANNEX BUILDING "A" - FLOOR PLAN
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'-8
15'-81 2" 33'-2" 9'-11
2" 16'-0" 1'-0" 11'-0" 9'-6" 20'-0" 20'-0" 7'-4"
15'-81 2" 25'-91
2" 17'-6" 16'-0" 11'-0" 16'-0" 17'-6" 16'-0" 7'-4"
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8'- 4"
7'- 0"
9'- 0"
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A-311A
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A-312A
A-312A
A-313A
A-313A
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A-314A
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2" 16'-0" 1'-0" 11'-0" 9'-6" 20'-0" 20'-0" 7'-4"
15'-81 2" 25'-91
2" 17'-6" 16'-0" 11'-0" 16'-0" 17'-6" 16'-0" 7'-4"
'-0
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8'- 4"
7'- 0"
9'- 0"
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142'-10"
142'-10"
'-0
'-0
A-311A
A-311A
A-312A
A-312A
A-313A
A-313A
A-314A
A-314A
14'-1/2" AFF
14'-1/2" AFF
9'-0" AFF
9'-0" AFF
9'-0" AFF
9'-0" AFF
9'-0" AFF
12'-0" AFF
9'-0" AFF
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9'-0" AFF
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9'-0" AFF
9'-0" AFF 9'-0" AFF
8'- 0"
A
FF
9'-0" AFF
8'-6" AFF8'-6" AFF
8'-6" AFF
8'-6" AFF
S S
S
UP
15'-81 2"
9'-0" AFF
Admin/ Info Center/ Public RR/ Mainten. (Annex site)
CEILING PLAN
SCALE: 3/16"=1'-0"
A-121A
A-121-A
ADMIN.
OFFICE
PUBLIC
RR
HONOR
GUARD
MAINTENANCE GARAGE
PUBLIC
INFO
CENTER
KEY PLAN
BUILDING "A"
PORCH
PORCH
PO
RC
H
NEW
OFFICE
LOCKERS
BUILDING PLAN GRID LEGEND
STRUCTURAL GRID SYMBOLS WITH LETTER "N" INDICATE NEW CONSTRUCTION
BREAK
ROOM
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
Office of Construction and Facilities Management
I.J.
Salisbury National Cemetery
M.F.C.
BID SET
876CM3024
M
IC
HAEL F . CONLY
RALE IGH , NC
NORT H CAROL I NA
REG
I S
T E R E D A R C H I TECT4763 ANNEX: 501 Statesville Blvd, Salisbury, NC 28144
Fi le
P at h 6/
/2
:3
9:
P M
A
B
C
D
E
F
CIVIL/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
MEP ENGINEER
Arium AE 410-730-2300
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
RESTROOM RENOVATIONS,
REPAIRS AND IMPROVEMENTS
2024-08-16
CEILING PLAN BELOW MEZZANINE
SCALE: 3/16"=1'-0"
A-121A
ANNEX BUILDING "A" - CEILING PLAN
2'X4' SUSPENDED ACOUSTICAL
LAY-IN CEILING TILES (WITH SCORED
2'X2' PATTERN)
SMOKE DETECTOR
EXIT SIGN WALL MOUNTED
2'X4' FLUORESCENT LIGHT FIXTURE
RECESSED CEILING CAN LIGHT
FIXTURE
SUPPLY AIR DIFFUSER
RETURN AIR DIFFUSER
CEILING PLAN LEGEND
NEW
ADDITION
CEILING KEY NOTES
FOR DRAWING'S CLARITY, KEY NOTES REFER TO TYPICAL
CEILING FIXTURES (NOT NECESSARILY TO EACH SIMILAR ITEM).
REFER TO CEILING PLAN LEGEND FOR TYPE OF FIXTURES.
REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SPECIFIC
INFORMATION.
ANY EXISTING FIXTURES (SPEAKERS, SIGNS, OR OTHER ITEMS
NOT IN CONTRACT (NOT SHOWN ON THIS PLAN) ARE TO REMAIN.
KEEP EXISTING ITEMS FROM DAMAGE DURING CONSTRUCTION.
1 NEW ACOUSTICAL LAY-IN CEILING TILES IN THE EXISTING
BUILDING'S CEILING GRID.
1A RE-PAINT EXISTING GYPSUM BOARD CEILING.
2 NEW 2'X4' SUSPENDED GRID AND ACOUSTICAL LAY-IN
CEILING TILES WITH SCORED 2'X2' PATTERN (IN THE
NEW ADDITION).
3 2'X4' FLUORESCENT LIGHT FIXTURE
4 WALL MOUNTED STRIP LIGHT FIXTURE (ABOVE MIRROR).
5 CEILING MOUNTED LIGHT FIXTURE.
6 RECESSED CEILING CAN LIGHT FIXTURE.
7 FIRE EXIT LIGHT FIXTURE.
8 EMERGENCY LIGHT.
9 EXTERIOR WALL PACK LED LIGHT FIXTURE.
10 SUPPLY AIR DIFFUSER.
11 RETURN AIR DIFFUSER.
12 (2) COMBINED SMOKE & CARBON MONOXIDE
DETECTOR HARD WIRED WITH BATTERY POWERED
BACK-UP.
13 14" DIAMETER DAYLIGHT TUNNEL W/ POLYCARBONATE
LENS @ CEILING RING, SEE SECTIONS.
14 20"X36" ACCESS PANEL
BUDGET
DIRECTOR
MECH
CLOSET
DIRECTOR
STAFF
RESTROOM
MAP/ WORK
ROOM
CORRIDOR
STORAGE
COUNTER
MECH
ELECTR
COPY
PRINTER
STOR
IT/ GRAVE
LOCATOR
MEN
RR
WOMEN
RR
MAIN
ENTRY
PORCH
PORCH
RECEPTION &
INFORMATION
CENTER
PORCH
HONOR GUARD
WORK
COUNTER
W/ BASE
116A
LOCKER
ROOM
123 STOR.
CLOSET
CLOSET
RR
RR
BREAKROOM
MAINTENANCE GARAGE
MEZZANINE
GARAGE BAY
WORK
STATION
115A
WORK
STATION
116B
WORK
STATION
115B
WORK
STATION
115C
ENTRY
129A
LOCKER
ROOM
ASSISTANT
DIRECTOR
S
EMERGENCY LIGHT WALL MOUNTED
EXTERIOR LIGHT WALL MOUNTED
WALL MOUNTED STRIP LIGHT
FIXTURE (ABOVE MIRROR)
CEILING MOUNTED LIGHT FIXTURE
EXISTING GYPSUM BOARD CEILING
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1A
15'-81 2" 33'-2" 9'-11
2" 16'-0" 1'-0" 11'-0" 9'-6" 20'-0" 20'-0" 7'-4"
15'-81 2" 25'-91
2" 17'-6" 16'-0" 11'-0" 16'-0" 17'-6" 16'-0" 7'-4"
'-0
'-8
'-0
8'-
4"
7'- 0"
9'- 0"
'-0
'-0
'-0
142'-10"
142'-10"
'-0
'-0
A-311A
A-311A
A-312A
A-312A
A-313A
A-313A
A-314A
A-314A
Admin/ Info Center/ Public RR/ Mainten. (Annex site)
ROOF PLAN KEY NOTES
1 METAL STANDING SEAM ROOF TO MATCH
EXISTING, SEE A-601-A FOR FINISH
SELECTION.
2 RIDGE CAP.
3 GUTTER.
4A METAL FLASHING AT THE ROOF VALLEY.
4B METAL FLASHING AT THE ROOF & WALL.
5 4"X4" PRE-FINISHED DOWNSPOUT &
CONCRETE SPLASH BLOCK 12"X30".
5A 4"X4" PRE-FINISHED DOWNSPOUT AND BOOT,
MATCH EXISTING. CONNECT TO EXISTING
UNDERGROUND STORM PIPE, SEE SITE
PLANS. DOWNSPOUTS AND BOOTS TO BE THE
SAME METAL AS ROOFING MATERIAL TO
AVOID GALVANIC CORROSION BETWEEN
DISSIMILAR METALS (TYP.)
6 DAYLIGHT TUBES WITH POLYCARBONATE
LENS (FROM CEILING THROUGH THE ROOF
(TMF 014" - VELUX FLEXIBLE PITCHED SUN
TUNNEL 14" DIAMETER BY "SKYLIGHT GUYS"
OR EQUAL.)
7 FRESH AIR INTAKE GOOSENECKS ON ROOF,
SEE MECHANICAL DRAWINGS FOR MORE
INFORMATION.
8 RE-CONNECT / REINSTALL (6) EXISTING
LIGHTNING RODS TO THE ORIGINAL LOCATION,
SEE ROOF PLAN.
8A INSTALL (1) EXISTING LIGHTING ROD AT THE
NEW LOCATION, SEE ROOF PLAN.
8B INSTALL (1) NEW LIGHTING ROD, SEE
ELECTRICAL DRAWINGS.
ROOF PLAN
SCALE: 3/16"=1'-0"
A-131A
A-131-A
ANNEX BUILDING "A" - ROOF PLAN
ADMIN.
OFFICE
PUBLIC
RR
HONOR
GUARD
MAINTENANCE GARAGE
PUBLIC
INFO
CENTER
KEY PLAN
BUILDING "A"
PORCH
PORCH
PO
RC
H
NEW
OFFICE
LOCKERS
BUILDING PLAN GRID LEGEND
STRUCTURAL GRID SYMBOLS WITH LETTER "N" INDICATE NEW CONSTRUCTION
BREAK
ROOM
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
Office of Construction and Facilities Management
I.J.
Salisbury National Cemetery
M.F.C.
BID SET
876CM3024
M
IC
HAEL F . CONLY
RALE IGH , NC
NORT H CAROL I NA
REG
I S
T E R E D A R C H I TECT4763 ANNEX: 501 Statesville Blvd, Salisbury, NC 28144
Fi le
P at h 6/
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KCI Technologies Inc.
(302) 731-9176
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
MEP ENGINEER
Arium AE 410-730-2300
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
RESTROOM RENOVATIONS,
REPAIRS AND IMPROVEMENTS
2024-08-16
SL
OP
E 2-
3/4 :12
SL
OP
E 8:1
EXISTING ROOF METAL PANELS & RIDGE
CAP TO REMAIN, KEEP FROM DAMAGE
DURING CONSTRUCTION (TYP)
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5A
114'-3"
TRUSS BEARING
100'-0"
FINISH FLOOR
8'- 0"
2'- 4"
108'-0"
BRICK COLUMN
110'-3"
TRUSS BEARING
METAL STANDING SEAM
ROOF (TYP)
114'-3"
TRUSS BEARING
100'-0"
FINISH FLOOR
8'- 0"
2'- 4"
108'-0"
BRICK COLUMN
110'-3"
TRUSS BEARING
METAL STANDING SEAM
ROOF (TYP)
108'-0"
BRICK COLUMN
110'-3"
TRUSS BEARING
100'-0"
FINISH FLOOR
8 123
8'- 0"
METAL STANDING
SEAM ROOF (TYP)
KEEP EXISTING
DOWNSPOUT
108'-0"
BRICK COLUMN
110'-3"
TRUSS BEARING
100'-0"
FINISH FLOOR
8 123
8'- 0"
METAL STANDING
SEAM ROOF (TYP)
KEEP EXISTING
DOWNSPOUT
110'-3"
TRUSS BEARING
100'-0"
FINISH FLOOR
106'-8"
WINDOW SILL
110'-3"
TRUSS BEARING
100'-0"
FINISH FLOOR
106'-8"
WINDOW SILL
110'-3"
TRUSS BEARING
100'-0"
FINISH FLOOR
114'-3"
TRUSS BEARING
110'-3"
TRUSS BEARING
100'-0"
FINISH FLOOR
114'-3"
TRUSS BEARING
100'- 0"
FINISH FLOOR
109'- 4"
TOP OF TRANSOM
9'- 4"
8"
8'- 0"
4"
4'-6"
4"
4'-6"
R8'-11 8"
1'- 07 8"
9'-01
2" OPENING TO ALLOW
1/4" SHIM ON BOTH SIDES
VA FORM 08 - 6231
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Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
Office of Construction and Facilities Management
I.J.
Salisbury National Cemetery
M.F.C.
BID SET
876CM3024
M
IC
HAEL F . CONLY
RALE IGH , NC
NORT H CAROL I NA
REG
I S
T E R E D A R C H I TECT4763 ANNEX: 501 Statesville Blvd, Salisbury, NC 28144
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CIVIL/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
MEP ENGINEER
Arium AE 410-730-2300
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
RESTROOM RENOVATIONS,
REPAIRS AND IMPROVEMENTS
2024-08-16
Admin/ Info Center/ Public RR/ Mainten. (Annex site)
NORTH ELEVATION
SCALE: 3/16"=1'-0"
A-211A
SOUTH ELEVATION
SCALE: 3/16"=1'-0"
A-211A
EAST ELEVATION
SCALE: 3/16"=1'-0"
A-211A
WEST ELEVATION
SCALE: 3/16"=1'-0"
A-211A
ELEVATION KEY NOTES
ALL NEW EXTERIOR FINISHES TO MATCH
EXISTING IN KIND, SEE A-601-A.
1 METAL STANDING SEAM ROOF.
2 ALUMINUM WINDOW.
3 ALUMINUM METAL DOOR & STOREFRONT.
4 BRICK VENEER.
5 GUTTER.
6 4"x4" PRE-FINISHED DOWNSPOUT & BOOT, MATCH EXISTING. CONNECT TO EXISTING
UNDERGROUND STORM PIPE, SEE SITE
PLANS. DOWNSPOUTS AND BOOTS TO BE
THE SAME METAL AS ROOFING MATERIAL
TO AVOID GALVANIC CORROSION BETWEEN
DISSIMILAR METALS (TYP.)
6A 4"X4" PRE-FINISHED DOWNSPOUT &
CONCRETE SPLASH BLOCK 12"X30".
7 RE-CONNECT / REINSTALL (6) EXISTING
LIGHTNING RODS TO THE ORIGINAL
LOCATION, SEE ROOF PLAN.
7A INSTALL (1) EXISTING LIGHTING ROD, AT
THE NEW LOCATION, SEE ROOF PLAN.
8 NEW 8"X8" LOUVER WITH 2" FRAME.
A-211-A
NEW ADDITION
NEW ADDITION
ADMIN.
OFFICE
PUBLIC
RR
HONOR
GUARD
MAINTENANCE GARAGE
PUBLIC
INFO
CENTER
KEY PLAN
BUILDING "A"
PORCH
PORCH
PO
RC
H
NEW
OFFICE
LOCKERS
BUILDING PLAN GRID LEGEND
STRUCTURAL GRID SYMBOLS WITH LETTER "N" INDICATE NEW CONSTRUCTION
BREAK
ROOM
ANNEX BUILDING "A" - ELEVATIONS
SOUTH ELEVATION
SCALE: 3/16"=1'-0"
A-211A
4"X8"X3/8" CUSTOM, FABRICATED ARCHED
LINTEL, PAINT WITH TNEMEC PAINT, COLOR
TO MATCH BRICK
BULKHEAD @ 8'-6" BEYOND
TRANSOM GLASS
VERIFY OPENING DIMENSIONS IN THE
FIELD PRIOR STOREFRONT FABRICATION
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AutoCAD SHX Text 6"
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6A
4"
10"
1'-0"6"
4" COMPACTED #57 STONE AGGREGATE (CRUSHED STONE 95%
PROCTOR) OVER 6 MIL POLYETHYLENE VAPOR BARRIER UNDER
ENTIRE NEW SLAB.
100'- 0"
FINISH FLOOR
6" #5 @32" O.C.
1'- 0"
#5 X @ 1'-0" O.C.
CONTINUOUS (TYP.)
(3) # 5 CONTINUOUS
# 5 X 1'-6" @ 1'-0" O.C.
2" RIGID INSULATION (POLYSTYRENE) 24" WIDE
UNDER THE SLAB & ALONG FOUNDATION WALL
1'- 4"
8" 1'-
4"
NEW PRE-ENGINEERED
WOOD TRUSS WITH
PLYWOOD SHEATHING
2X6 BOTTOM PLATE BOLTED
INTO CONCRETE WITH 1/2"
DIAMETER BOLTS @ 16" O.C.
EXISTING
WINDOW
OPENING IS
TO BE
FURRED OUT
WITH GYPSUM
BOARD ON
BOTH SIDES
OF WALL
EXISTING
DOOR
BEYOND
(2) 3-1/2" x 7-1/2"
MICRO-LAM LVL
BEAM DOUGLAS FIR
8"
71 2"
9'- 0"
E
XI
ST
. W
IN
DO
W O
PE
NI
NG
6'-8"
GYPSUM
BOARD
BEYOND
8"
TR
US
S
19'-11" (TRUSS "B")
PRE-ENGINEERED WOOD TRUSS, CONNECTORS
ARE NOT SHOWN ON THIS DRAWING, TRUSS
MANUFACTURER TO PROVIDE SHOP DRAWINGS
DOUBLE 2X6 TOP
WALL PLATES
6" METAL GUTTER
6" MIN. OVER THE EDGE METAL FLASHING
CONTINUOUS UNDER GUTTER (TYP)
METAL STANDING SEAM ROOF, MATCH EXISTING
2X6 WALL STUD @ 16" O.C
WITH R-19 BATT INSULATION
3/4" PLYWOOD SHEATHING
4" BRICK VENEER
ACOUSTICAL
LAY-IN CEILING
110'-3"
ROOF TRUSS BEARING
METAL FLASHING W/ DRIP EDGE (TYP)
6" METAL GUTTER
& DOWNSPOUT
21'-5" (TRUSS "A")
ACOUSTICAL
LAY-IN CEILING
2'-0"
ALIGN NEW ROOF SLOPE WITH
THE EXISTING ROOF SLOPE FOR
CONTINUOUS ROOF FINISH
NEW DOOR
TO MECH
ROOM
(2) 2X6 TOP
PLATES &
SHIM AS REQ.
EXISTING
STANDING SEAM
METAL ROOF
BEYOND
DUCT, SEE
MECHANICAL
DRAWINGS
6"X6"
WOOD
COLUMN
BEYOND
2'-0"
4" CONCRETE SLAB ON GRADE WITH
6X6X 10 /10 WELDED WIRE FABRIC (TYP)
4"
5"
BEAM TO COLUMN
STEEL CONNECTOR
71 2"
16" WIDE PRE-FINISHED
STAINLESS STEEL METAL SOFFIT
3/4" THICK 2x8 WOOD GUTTER BOARD
COLUMN PIER &
FOOTING BEYOND
81 8"
TR
US
S
A-312A
A-314A
EXISTING
LIGHTNING ROD
(ARRESTER)
EXISTING
LOUVER
4'- 0"
±7 '-8
" E
XI
ST
IN
G
TR
US
S
HE
IG
HT
5'- 21 4"
TR
US
S
HE
IG
HT
8" BRICK SOLDIER
COURSE
CLEAR UV RESISTANT DOME
PITCH ADAPTOR
METAL FLASHING (SAME METAL AS ROOF) PER
SUN TUBE MFR INSTALLATION INSTRUCTIONS
FOR STANDING SEAM METAL ROOF, SEE
A-312-A FOR EXAMPLE
14" DIAMETER DAYLIGHT TUNNEL W/
POLYCARBONATE LENS @ CEILING RING (TYP)
±5 '-4
3 8"
PLYWOOD SHEATHING
6"
±117'- 11"
EXIST. TRUSS PEAK (RIDGE)
ALIGN NEW TRUSS PEAK WITH
THE EXISTING TRUSS PEAK
METAL FLASHING & COUNTER FLASHING
R-30 BATT
INSULATION
FURNITURE (BEYOND) BY THE
OWNER, INSTALLED BY GC.
2"
5 /8" PLYWOOD SHEATHING
8"
2"X8" LEDGER BEAM
MOUNTED ON WALL
PARALLEL TO
TRUSS "B"
4"
DOUBLE 2X4
TOP PLATES
SS BRICK TIES 16” ON
CENTER VERTICALLY
METAL FLASHING
REGLET CUT WITH SEALANT INTO BRICK.
INSTALL METAL STEP FLASHING & COUNTER
FLASHING (4" MINIMUM), SEE 2/A-312-A.
1'- 07 8"
1/2" EXPANSION JOINT (TYP)
2'- 4"1'-0" 6"
4" COMPACTED #57 STONE
AGGREGATE (CRUSHED STONE 95%
PROCTOR) OVER 6 MIL
POLYETHYLENE VAPOR BARRIER
UNDER ENTIRE NEW SLAB. 6" #5 @32" O.C.
1'- 0"
#5 x @ 1'-0" O.C. CONTINUOUS (TYP.)
(3) # 5 CONTINUOUS
# 5 X 1'-6" @ 1'-0" O.C.
2" RIGID INSULATION (POLYSTYRENE)
24" WIDE UNDER THE SLAB AND
ALONG FOUNDATION WALL
12" CAST IN PLACE CONCRETE
FOUNDATION WALL (TYP.)
8"
2'-0"
2'-0"
4"
10"
WATER RESISTIVE
BARRIER ON SHEATHING
WEEP HOLES 24"
O.C. MIN
FILLED CAVITY
BENEATH FLASHING
BRICK ARCH
METAL FLASHING W/ DRIP EDGE
(2) 3-1/2" x 7-1/2"
MICRO-LAM LVL BEAM
DOUGLAS FIR
BEAM TO CLMN STEEL
CONNECTOR
ARCHED TRANSOM,
SEE ELEVATION
STOREFRONT FRAME
BY MFR
100'- 0"
FINISH FLOOR
TRUSS CONNECTOR BY
TRUSS MFR
DOOR, SEE SCHEDULE
# 4 REBAR
8"
WOOD SHIM AS NEEDED
4" CONCRETE PAVEMENT WITH 4"X4
WELDED WIRE MESH 10/10. SLOPE1/8"
MIN , SEE SITE PLANS
#5 DOWEL 8"
LONG SMOOTH
BAR 12" O.C.
EXISTING
BRICK
ATTACH 5/8" GYPSUM BOARD
TO BOTTOM OF TRUSSES
20"X36" ACCESS
PANEL, SEE
CEILING PLAN
6" WIDE
THRESHOLD
1'-0"2X4 WOOD FRAMING W/ 5/8" GB BULKHEAD
PAINTED (EGG-SHELL WASHABLE, COLOR
OC-6 FEATHER DOWN BY BENJAMIN
MOORE OR EQUAL)
(3) 2X8 HEADER, BOTTOM @ 9'-4"
ATTACH #28 GAUGE ALUMINUM
TRIM TO UNDERSIDE OF WOOD
LINTEL, BY WINDOW INSTALLER
3/4" THICK 3.5" HEIGHT FASCIA
VENT ("FASCIAVENT BY DCI
PRODUCTS OR EQUAL
WALL BASE
PER SCHEDULE
BUILT-IN COUNTER,
SEE A-413-A
109'- 4"
STOREFRONT ARCH APPEX
INSULATION BAFFLE (TYP)
98'- 8"
TOP OF FOOTING
COLUMN PIER & FOOTING BEYOND
98'- 8"
TOP OF FOOTING
2X4 STUD WALL WITH
5/8" GYPSUM BOARD
ON BOTH SIDES &
OAK HARDWOOD TOP
(2"x 5-1/4") WITH
BULLNOSE EDGES
2X4 BOTTOM
PLATE BOLTED
INTO CONCRETE
WITH 1/2"
DIAMETER BOLTS
@ 16" O.C. (TYP)
1'-5" 1'-4"
110'-3"
ROOF TRUSS BEARING
& TOP OF BEAM
108'-6"
CEILING
Admin/ Info Center/ Public RR/ Mainten. (Annex site)
A-311-A
ANNEX BUILDING "A" - SECTION
SECTION
SCALE: 3/4"=1'-0"
A-311A
SECTION GENERAL
NOTES
A. NOTES ON THESE PLANS POINT AT
TYPICAL ITEMS REFERRING TO OTHER
SIMILAR ITEMS, UNLESS OTHERWISE
NOTED.
B. STRUCTURAL GRID SYMBOLS WITH
LETTER "N" INDICATE NEW
CONSTRUCTION.
C. RE-BARS' TYPICAL DISTANCE FROM
CONCRETE EDGE MIN 3".
D. REFER TO MECHANICAL, ELECTRICAL &
PLUMBING DRAWINGS FOR MORE
INFORMATION.
E. REFER TO GRADING PLANS FOR
PAVEMENT SLOPE INFORMATION AND
DETAILS.
F. WOOD TRUSS MANUFACTURER TO
PROVIDE SHOP DRAWINGS FOR REVIEW
AND APPROVAL.
G. GENERAL CONTRACTOR TO CONFIRM
FINISH GRADE ELEVATION WITH SITE
PLAN.
VA FORM 08 - 6231
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Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
Office of Construction and Facilities Management
I.J.
Salisbury National Cemetery
M.F.C.
BID SET
876CM3024
M
IC
HAEL F . CONLY
RALE IGH , NC
NORT H CAROL I NA
REG
I S
T E R E D A R C H I TECT4763 ANNEX: 501 Statesville Blvd, Salisbury, NC 28144
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B
C
D
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CIVIL/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
MEP ENGINEER
Arium AE 410-730-2300
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
RESTROOM RENOVATIONS,
REPAIRS AND IMPROVEMENTS
2024-08-16
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100'- 0"
FINISH FLOOR
110'-3"
ROOF TRUSS BEARING
EXISTING CONCRETE
FOUNDATION WALL &
FOOTING BEYOND
108'-6"
CEILING
EXISTING WINDOW SILL
109'-0"
EXISTING WINDOW OPENING
102'- 4"
EXISTING WINDOW SILL
2'- 4"
9'- 0"
5/8" GYPSUM BOARD
WOOD BLOCKING INSIDE
OF WINDOW OPENING
EXISTING WALL WITH EXTERIOR
BRICK VENEER (TYP)
TRUSSES "A"
TOP OF BEAM
TRUSSES "B"
2X8 LEDGER BEAM MOUNTED ON
WALL PARALLEL TO TRUSS "B"
METAL FLASHING (SAME METAL AS
ROOF) PER SUN TUBE MFR
INSTALLATION INSTRUCTIONS FOR
STANDING SEAM METAL ROOF
EXISTING BUILDING
(2) 3-1/2" x 7-1/2" MICRO-LAM
LVL BEAM DOUGLAS FIR
COLUMN BEYOND
4" COMPACTED #57 STONE AGGREGATE (CRUSHED
STONE 95% PROCTOR) OVER 6 MIL POLYETHYLENE
VAPOR BARRIER UNDER ENTIRE NEW SLAB.
4" CONCRETE SLAB ON GRADE WITH
6X6X 10 /10 WELDED WIRE FABRIC (TYP)
CONCRETE PIER & FOOTING BEYOND
GYPSUM BOARD
A-311A
A-313A
REGLET CUT WITH SEALANT INTO
BRICK, INSTALL METAL FLASHING &
COUNTER FLASHING (4" MINIMUM),
SEE 2/A-312-A.
1/2" EXPANSION JOINT (TYP)
14" DIAMETER DAYLIGHT
TUNNEL W/ POLYCARBONATE
LENS @ CEILING RING (TYP)
WALL BASE
PER SCHEDULE
2-1/2" STEEL STUDS @ 24" O.C. AT
THE EXISTING BRICK FOR FURRING
2X8 LEDGER BEAM MOUNTED ON
WALL PARALLEL TO TRUSS "B"
REGLET CUT IN EXISTING
MORTAR JOINT
EXISTING BRICK MORTAR TO
REMAIN
EXISTING WALL WITH EXTERIOR BRICK
VENEER
HOOK DAM IN NEW
COUNTERFLASHING
REGLET CUT IN EXISTING MORTAR JOINT.
FILL REGLET WITH NEW MORTAR.
SECURE COUNTERFLASHING
WITH LEAD WEDGES SPACED
@12" O.C. MAX
DO NOT CHIP, GRIND OR OTHERWISE
DAMAGE MASONRY DURING RAKING OUT
NEW STANDING SEAM METAL ROOF
PANELS ON TOP OF NEW 5/8" PLYWOOD
DECK EXISTING ROOF DECK
DOWN FLASHING OVERLAP MIN 4"
METAL ROOFING PAN ADJACENT TO BRICK
WALL WITH FLANGE THAT TURNS UP
UNDER DOWNFLASHING
WRAP FLASHING AROUND THE CORNER
4" M
IN
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Issue Date Checked Drawn
Drawing Title
Approved:
U.S. Department of Veterans Affairs
PhaseARCHITECT OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
Project Director
Revisions: Date:
Location:
Office of Construction and Facilities Management
I.J.
Salisbury National Cemetery
M.F.C.
BID SET
876CM3024
M
IC
HAEL F . CONLY
RALE IGH , NC
NORT H CAROL I NA
REG
I S
T E R E D A R C H I TECT4763 ANNEX: 501 Statesville Blvd, Salisbury, NC 28144
Fi le
P at h 6/
/2
:3
9:
P M
A
B
C
D
E
F
CIVIL/STRUCTURAL ENGINEER
KCI Technologies Inc.
(302) 731-9176
LANDSCAPE ARCHITECT
Pashek + MTR, Ltd.
412-321-6362
MEP ENGINEER
Arium AE 410-730-2300
IRRIGATION DESIGNER
Aqua Engineering, Inc.
(970) 372-6104
RESTROOM RENOVATIONS,
REPAIRS AND IMPROVEMENTS
2024-08-16
Admin/ Info Center/ Public RR/ Mainten. (Annex site)
A-312-A
ANNEX BUILDING "A" - SECTION
SECTION
SCALE: 3/4"=1'-0"
A-312A
REGLET DETAIL
SCALE: 3"=1'-0"
A-312A
SECTION GENERAL
NOTES
A. NOTES ON THESE PLANS POINT AT
TYPICAL ITEMS REFERRING TO OTHER
SIMILAR ITEMS, UNLESS OTHERWISE
NOTED.
B. STRUCTURAL GRID SYMBOLS WITH
LETTER "N" INDICATE NEW
CONSTRUCTION.
C. RE-BARS' TYPICAL DISTANCE FROM
CONCRETE EDGE MIN 3".
D. REFER TO MECHANICAL, ELECTRICAL &
PLUMBING DRAWINGS FOR MORE
INFORMATION.
E. REFER TO GRADING PLANS FOR
PAVEMENT SLOPE INFORMATION AND
DETAILS.
F. WOOD TRUSS MANUFACTURER TO
PROVIDE SHOP DRAWINGS FOR REVIEW
AND APPROVAL.
G. GENERAL CONTRACTOR TO CONFIRM
FINISH GRADE ELEVATION WITH SITE
PLAN.
EXAMPLE OF FLASHING
INSTALLATION AT THE
DAYLIGHT TUBES
AutoCAD SHX Text 8-N
AutoCAD SHX Text 9-N
AutoCAD SHX Text 10-N
AutoCAD SHX Text 8-N
AutoCAD SHX Text 9-N
AutoCAD SHX Text 10-N
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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