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AG-101
ARCHITECTURAL
ABBREVIATIONS & SYMBOLS
ARCHITECTURAL ABBREVIATIONS
AND SYMBOLS
Project Number
Building Number
Drawing Number
Project Title
Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
100% CONSTRUCTION DOCUMENTS
FINAL
MARCH 25, 2019
NOT SUPPRESSED
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 OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
321 4 5 6 7 8 9 10
802-MM18-05
Committal Shelter Project Director
03.25.2019 MFC JMPRevisions: Date:
BALTIMORE NATIONAL CEMETERY
Design Services for Committal Service Shelter Improvements
Office of Construction and Facilities Management
Civil/ Structural/ Electrical Engineer:
KCI Technologies, Inc.
1352 Marrows Road, Suite 100 Newark, Delaware 19711
PH: 302.731.9176
POC: Tom deLorimier
Landscape Architect:
Pashek+MTR, Ltd.
619 E. Ohio St.
Pittsburgh, PA 15212
PH: 412-321-6362
POC: Kara Roggenkamp
LICENSE #19379
EXP. 03.15.2020
ARCHITECTURAL SYMBOLS
MATERIALS LEGEND
GENERAL ABBREVIATIONS:
@ AT
A/C AIR CONDITIONING
ABAAS ARCHITECTURAL BARRIERS
ACT ACCESSIBILITY
GUIDELINES
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES
ACT-SEE A.B.A.A.S.
ADJ ADJACENT, ADJUSTABLE
ADMIN ADMINISTRATION
AFF ABOVE FINISH FLOOR
AIA AMERICAN INSTITUTE OF
ARCHITECTS
ALT ALTERNATIVE
ALUM ALUMINUM
APP'D APPROVED
ARCH ARCHITECTURAL
AUTO AUTOMATIC
AVG AVERAGE
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BOTT BOTTOM
CAB CABINET
CHK'D CHECKED
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLO CLOSET
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
COORD COORDINATE
CPT, CRPT CARPET
CTR CENTER
CW COLD WATER
DEFS DIRECT APPLIED EXTERIOR
FINISH SYSTEM
DEMO DEMOLITION
DF DRINKING FOUNTAIN
DIA, Ø DIAMETER
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
DWG DRAWING
EA EACH
EJ EXPANSION JOINT
ELEC ELECTRICAL
ELEV ELEVATOR, ELEVATION
EOB END OF BUSINESS
EPDM ETHYLENE PROPYLENE DIENE
MONOMER (ROOF MEMBRANE)
EQ = EQUAL
EQPM EQUIPMENT
EX, EXST EXISTING
FAX FACSIMILE
FD FLOOR DRAIN
FDN, FDTN FOUNDATION
FE FIRE EXTINGUISHER
FIN FINISH
FLR FLOOR
FT (') F00T OR FEET
FTG FOOTING
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GEN GENERAL
GMU GLAZED MASONRY UNIT
GYP GYPSUM
HB HOSE BIBB
HDW HARDWARE
HT, HGT HEIGHT
HM HOLLOW METAL
HORZ HORIZONTAL
HVAC HEATING VENTILATION AND AIR
CONDITIONING
HW HOT WATER
ID INSIDE DIAMETER
IN (") INCH OR INCHES
INSUL INSULATION
INT INTERIOR
JAN JANITOR
KO KNOCK OUT
LAV LAVATORY
LCD LIQUID CRYSTAL DISPLAY
LB POUND
LH LEFT HAND
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MH MAN HOLE
MIN MINIMUM
MISC MISCELLANEOUS
MRR MEN'S RESTROOM
MULT MULTIPLE
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NO, # NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OPP OPPOSITE
OPNG OPENING
P LAM PLASTIC LAMINATE
PLUM PLUMBING
PR PAIR
PRG POLYMER RUBBER GEL
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PTR PRINTER
PROC PROCESSING
QTY QUANTITY
R RADIUS
RD ROOF DRAIN
REC RECEPTION
REQ, REQD REQUIRED
REV REVISE, REVISION
RH RIGHT HAND
RM ROOM
RO ROUGH OPENING
RR RESTROOM
SECT SECTION
SHT SHEET
SIM SIMILAR
SPEC SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRG, STOR STORAGE
T TEMPERED
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TBD TO BE DETERMINED
TEL TELEPHONE
TELCOM TELECOMMUNICATIONS
TEMP TEMPORARY
THK THICK, THICKNESS
THRU THROUGH
TYP TYPICAL
UL UNDERWRITERS
LABORATORIES
UNO UNLESS NOTED OTHERWISE
VCT VINYL COMPOSITE TILE
VERT VERTICAL
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WIN, WDW WINDOW
WT WEIGHT
WRR WOMEN'S RESTROOM
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
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
ELEVATION INDICATOR
AutoCAD SHX Text
BREAK, ROUND (USER DEFINES SIZE)
AutoCAD SHX Text
BREAK, STRAIGHT (SEE SECTION INDICATORS, BUILDING, WITH BREAK STANDARDS)
AutoCAD SHX Text
DETAIL INDICATOR (DETAIL NUMBER/PAGE NUMBER)
AutoCAD SHX Text
DIMENSION LINE
AutoCAD SHX Text
DRAWING BLOCK TITLE, TYPICAL
AutoCAD SHX Text
ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW
AutoCAD SHX Text
ELEVATION INDICATOR, INTERIOR, SINGLE VIEW
AutoCAD SHX Text
CENTER LINE
AutoCAD SHX Text
DRAWING BLOCK TITLE
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text C4
AutoCAD SHX Text 1 1/2'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text A2
AutoCAD SHX Text A-202
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text A-202
AutoCAD SHX Text A2
AutoCAD SHX Text A-512
AutoCAD SHX Text D2
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
AutoCAD SHX Text
KEYNOTE
AutoCAD SHX Text
NORTH ARROW
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
EXISTING CONSTRUCTION TO REMAIN
AutoCAD SHX Text
EXISTING CONSTRUCTION TO BE REMOVED
AutoCAD SHX Text
NEW CONSTRUCTION
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
EARTH
AutoCAD SHX Text
RUBBLE STONE
AutoCAD SHX Text
SLATE SHINGLES
AutoCAD SHX Text
EQUAL DIMENSIONS ON BOTH SIDES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CRUSHED STONE
4'- 5"
8'- 0"
9'- 0"
5'- 31 2"
6'-77
8" CLR. 2'-0" CLR. 8'-0" CLR. 2'-0" CLR. 6'-77
8" CLR.
2'-07
8" CLR. 1'-53
4" CLR. 7'-0" CLR. 1'-53
4" CLR. 2'-07
8" CLR.
'-9
3 8"
CL
R.
2'- 63 8"
CL
R.
'-3
3 8" C
LR
2'- 0"
C
LR
7'-
9" C
LR
2'- 0"
C
LR
7'-
9" C
LR
2'- 0"
C
LR
9'- 9"
9'- 9"
9'- 9"
3'- 83 4"
2'- 0"
6'-0"
6'-0"
2'- 0"
C
LR
8"
2'- 0"
5 8"
2'-
1 8"
2'-0" CLR.
2'-0"
2'-0"
6'-0"
2'-7" CLR.2'-7" CLR.
2'- 63 8"
1'-
1 4"
TYP.
9'- 5"
9'- 5"
9'- 73 4"
2'-61 8" 2'-61
8" 2'-61 8" 1'-41
8" 10'-0" 1'-41 8" 2'-61
8" 2'-61 8" 2'-61
8"
30'-53
4" CLR.
'-8
1 2"
CL
R.
14'-11
4" CLR.
12'-81 4"
31'-11 8"
14'-01 8"
'-2
'-0
1 2"
30'-53 4"
'-9
3 8"
SLOPE
2'- 0"1'-
0" 1'-
0"
SEPERATE ROWS BY (2)
SHINGLE COURSES
SLOPE
30'-53 4"
9'-27 8" 2'-0" 8'-0" 2'-0" 9'-27
8"
2'-07 8" 2'-07
8"
'-9
3 8"
2'- 63 8"
'-3
3 8"
2'- 0"
7'- 9"
2'- 0"
7'- 9"
2'- 0"
9'-115 8"
2'- 53 8"
2'- 0"
FLOOR PLAN
A-101
PLANS & DETAILS
Project Number
Building Number
Drawing Number
Project Title
Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
100% CONSTRUCTION DOCUMENTS
FINAL
MARCH 25, 2019
NOT SUPPRESSED
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 OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
321 4 5 6 7 8 9 10
802-MM18-05
Committal Shelter Project Director
03.25.2019 MFC JMPRevisions: Date:
BALTIMORE NATIONAL CEMETERY
Design Services for Committal Service Shelter Improvements
Office of Construction and Facilities Management
Civil/ Structural/ Electrical Engineer:
KCI Technologies, Inc.
1352 Marrows Road, Suite 100 Newark, Delaware 19711
PH: 302.731.9176
POC: Tom deLorimier
Landscape Architect:
Pashek+MTR, Ltd.
619 E. Ohio St.
Pittsburgh, PA 15212
PH: 412-321-6362
POC: Kara Roggenkamp
LICENSE #19379
EXP. 03.15.2020
ROOF PLAN
CEILING PLAN
PLAN KEY NOTES
KEY NOTES ON THIS DRAWING POINT AT TYPICAL
CONDITIONS. ALL APPLICABLE CONDITIONS ARE TO BE
VERIFIED IN THE FIELD BY CONTRACTOR.
FOR EXISTING SITE CONDITIONS AND DEMOLITION PLAN,
SEE D-101.
1. SYNTHETIC SLATE SHINGLES. COLOR TO MATCH
EXISTING GRAY SLATE SHINGLES ON SITE. SUBMIT
SAMPLES FOR APPROVAL BY OWNER OR
ARCHITECT.
2. 24" WIDE ICE AND WATER SHIELD UNDER FINISHED
ROOF MATERIAL.
3. CONCRETE COLUMNS WRAPPED WITH QUARTZITE
III STONE VENEER. SEE STRUCTURAL DRAWINGS
FOR CONCRETE COLUMN DETAILS. SEE
SPECIFICATIONS AND DETAILS ON 6/A-501.
4. DEFS STUCCO FINISH. EXTERIOR COLOR TO MATCH
DUTCH BOY - LEGENDARY - MN7110-3OR APPROVED
OTHER BY OWNER OR ARCHITECT. SUBMIT
SAMPLES FOR APPROVAL.
5. 5" F-STYLE ALUMINUM GUTTER SLOPED AT 1
16" / FT.
MIN. 8 SQ. IN. DOWNSPOUT CONNECTED TO STORM
DRAIN. PRE-FINISHED TO MATCH PAINT COLOR:
DUTCH BOY - HOLIDAY BERRY - 303-7DBOR
APPROVED OTHER BY OWNER OR ARCHITECT.
SUBMIT SAMPLES FOR APPROVAL.
6. CAST-IN-PLACE CONCRETE PRIVACY SCREEN WALL
WITH LIMESTONE CAP. SEE STRUCTURAL DRAWING
S-102 FOR DOWEL CONNECTION DETAILS. CAST
CONCRETE TO RECEIVE SILPRO CONCRETE FINISH
OR EQUAL IN WHITE STANDARD BAG COLOR. APPLY
EXTERIOR GRADE PAINT TO MATCH DUTCH BOY -
LEGENDARY - MN7110-3 OR APPROVED OTHER BY
OWNER OR ARCHITECT. SUBMIT SAMPLES FOR
APPROVAL.
7. CAST-IN-PLACE CONCRETE BIER / CASKET
PEDESTAL WITH LIMESTONE CAP. SEE
STRUCTURAL DRAWINGS FOR DOWEL CONNECTION
DETAILS. CAST CONCRETE TO RECEIVE SILPRO
CONCRETE FINISH OR EQUAL IN WHITE STANDARD
BAG COLOR. APPLY EXTERIOR GRADE PAINT TO
MATCH DUTCH BOY - LEGENDARY - MN7110-3 OR
APPROVED OTHER BY OWNER OR ARCHITECT.
SUBMIT SAMPLES FOR APPROVAL.
8. SEE LANDSCAPING AND SPECIFICATIONS FOR
BENCH DETAILS.
9. WOOD STRUCTURAL BEAM. SEE STRUCTURAL
DRAWINGS FOR DETAILS. SEE 1/A-501 FOR DETAILS.
10. CLIP-STYLE KYNAR COATED .032 INCH ALUMINUM
SNOW GUARDS - SNOWTRAPPER ST18 - LIBERTY
GRAY OR EQUAL APPROVED BY OWNER OR
ARCHITECT. START ROW #1 AFTER THE THIRD
SHINGLE LAYER FROM THE EAVE. CONTINUE ROW
#2 OF CLIPS AFTER TWO MORE LAYERS OF
SHINGLES AND REPEAT FOR (FINAL) ROW #3 OF
CLIPS. ROWS #1 AND #3 WILL ALIGN VERTICALLY
SPACED 24 INCHES APART. STAGER ROW #2 BY 12
INCHES HORIZONTALLY.
11. SEE ELECTRICAL FOR LIGHTNING AIR TERMINALS
AND CONDUCTOR DETAILS.
12. RECESS POWER RECEPTACLE IN STONE COLUMN
VENEER. SEE ELECTRICAL FOR MOUNTING DETAIL
AND RECEPTACLE INFORMATION.
13. PRE-FINISHED ALUMINUM SOFFIT. SEE DETAIL
1/A-501.
X
ALL CEILING PLAN DIMENSIONS
TO FINISHED FACE
BULK HEAD
BULK HEAD
TYP.
TYP.
BULK HEADBULK HEAD
13SLANTED CEILING
FLAT CEILING
GENERAL NOTES
A. REFER TO CIVIL, MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
B.
C. REFER TO ENLARGED FLOOR PLANS FOR
ADDITIONAL INFORMATION.
D. ALL DIMENSIONS ARE TO FACE OF STUD,
UNLESS INDICATED AS CLEAR (CLR.), WHICH IS
TO FINISH FACE OF WALL. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL
DIMENSIONS, ACCURACY AND FIT OF WORK.
E. DO NOT SCALE DRAWINGS.
F. NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES IN THE DRAWINGS AS SOON
AS THEY ARE DISCOVERED. IF THE
CONTRACTOR PROCEEDS WITH ANY WORK
WITHOUT GIVING NOTICE TO THE ARCHITECT
THAT AN ERROR, INCONSISTENCY, OR
OMISSION HAS BEEN DISCOVERED OR COULD
HAVE BEEN DISCOVERED UNDER CAREFUL
EXAMINATION OF THE DRAWINGS THEN THE
CONTRACTOR SHALL BEAR ALL COSTS
ARISING FROM THEM.
G. EXISTING FIRE EXTINGUISHERS AND
STANDPIPES SHALL REMAIN IN PLACE UNLESS
DIRECTED BY FIRE DEPARTMENT OR BUILDING
INSPECTOR.
H. THE SUBCONTRACTOR APPLYING THE FINAL
FINISH TO ALL FLOORS, WALLS AND CEILINGS
MUST ACCEPT THE CONDITION OF THE
SUBSTRATE PRIOR TO APPLYING THEIR
FINISH.
I. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PREPARATION OF SHOP DRAWINGS FOR
ALL PARTS OF THE WORK IN ACCORDANCE
WITH THE DRAWINGS AND SPECS. SHOP
DRAWING REVIEW BY THE ARCHITECT AND
ENGINEER SHALL BE FOR DESIGN
CONFORMANCE ONLY.
J. IT IS THE PURPOSE AND INTENT OF THESE
DRAWINGS THAT A FULLY COMPLETE JOB BE
ACCOMPLISHED. IT IS THE CONTRACTORS
RESPONSIBILITY TO INCLUDE COSTS TO
PROVIDE LABOR AND MATERIALS FOR THAT
PORTION OF THE WORK BID UPON, INCLUDING
INCIDENTALS, WHETHER OR NOT
SPECIFICALLY CALLED FOR IN THE DRAWINGS
AND SPECIFICATIONS.
K. THE ARCHITECT MAY AT HIS DISCRETION
ISSUE ADDITIONAL DRAWINGS OR
INSTRUCTIONS INDICATING A GREATER
DETAIL AND CLARITY OF THE WORK, AND IF
REASONABLY CONSISTENT WITH THE
PREVIOUSLY ISSUED DOCUMENTS, THE
CONTRACTOR SHALL PERFORM THIS WORK
WITHOUT ADDITIONAL COST OR EXTENSION
OF CONTRACT TIME.
AutoCAD SHX Text
AutoCAD SHX Text A301
AutoCAD SHX Text
AutoCAD SHX Text A301
AutoCAD SHX Text
AutoCAD SHX Text A301
AutoCAD SHX Text
AutoCAD SHX Text A301
AutoCAD SHX Text
AutoCAD SHX Text A301
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AutoCAD SHX Text A301
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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AutoCAD SHX Text C
AutoCAD SHX Text L
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AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text A-101
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
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
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AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text A-101
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text A-101
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
TRUE NORTH
AutoCAD SHX Text A-501
AutoCAD SHX Text 6B
AutoCAD SHX Text A-501
AutoCAD SHX Text 6A
AutoCAD SHX Text A-501
AutoCAD SHX Text 6B
AutoCAD SHX Text A-501
AutoCAD SHX Text 6C
AutoCAD SHX Text A-501
AutoCAD SHX Text 6A
AutoCAD SHX Text A-501
6C
@ PLAN SOUTH
9'- 0"
8'- 61 2"
'-7
@ PLAN NORTH
8'- 01 2"
2'- 91 2"
2'-0"
12" 12"
100'-0"
TOP OF CONCRETE
109'-0"
TRUSS BEARING
125'-7"
PEAK OF TRUSS
@ PLAN SOUTH
9'- 0"
8'- 61 2"
'-7
117'-0 1/2"
PEAK OF TRUSS
@ PLAN NORTH
8'- 01 2"
6'-0"
7'-9"
3'-
1 2"
12" 12"
@ PLAN SOUTH
9'-0" 8'-6 12 "
25'-7"
@ PLAN NORTH
8'-0 12 " 4'-0"
2'- 0"
109'-0"
125'-7"
@ PLAN SOUTH
9'-0" 8'-6 12 "
25'-7"
117'-0 1/2"
@ PLAN NORTH
8'-0 12 "
2'-9 12 "
2'-0"
SOUTH ELEVATION
EAST ELEVATIONWEST ELEVATION
NORTH ELEVATION
A-201
ELEVATIONS & DETAILS
ELEVATION KEY NOTES
KEY NOTES ON THIS DRAWING POINT AT TYPICAL ITEMS.
ALL APPLICABLE ITEMS ARE TO BE VERIFIED IN THE
FIELD BY CONTRACTOR.
1. SYNTHETIC SLATE SHINGLES. GRAY IN COLOR TO
MATCH OTHER SLATE SHINGLES ON SITE.
2. QUARTZITE III STONE VENEER TO MATCH OTHER
STONEWORK ON SITE. SEE DETAILS ON 6/A-501,
2/S-100, AND MASONRY SPECIFICATIONS.
3. DEFS STUCCO FINISH. EXTERIOR COLOR TO
MATCHDUTCH BOY - LEGENDARY - MN7110-3OR
APPROVED OTHER BY OWNER OR ARCHITECT.
SUBMIT SAMPLES FOR APPROVAL.
4. 5" F-STYLE GUTTER SLOPED AT 1
16"/FT. MIN. 8 SQ. IN.
DOWNSPOUT CONNECTED TO STORM DRAIN.
PRE-FINISHED TO MATCH PAINT COLOR: DUTCH
BOY - HOLIDAY BERRY - 303-7DB
5. CAST-IN-PLACE CONCRETE PRIVACY SCREEN/WALL.
SEE PLAN NOTES FOR FINISH DETAILS.
6. CAST-IN-PLACE CONCRETE BIER/PEDESTAL. SEE
PLAN NOTES FOR FINISH DETAILS.
7. SERVICE PLAQUES (BY OTHERS). SEE DETAILS ON
5/A-501.
8. EXPOSED STRUCTURAL BEAM. SEE STRUCTURAL
AND 1/A-501 FOR DETAILS.
9. 2 X 8 GREEN TREATED TRIM BOARD WRAPPED WITH
.080 PRE-FINISHED ALUMINUM TO MATCH DUTCH
BOY - HOLIDAY BERRY - 303-7DB OR APPROVED
OTHER BY OWNER OR ARCHITECT. SUBMIT
SAMPLES FOR APPROVAL.
10. 2 X 10 GREEN TREATED TRIM BOARD WRAPPED
WITH .080 PRE-FINISHED POWDER COATED
ALUMINUM TO MATCH DUTCH BOY - HOLIDAY
BERRY - 303-7DB OR APPROVED OTHER BY OWNER
OR ARCHITECT. SUBMIT SAMPLES FOR APPROVAL.
11. 7'-9" X 3'-10 1/2" X 2" ANODIZED STORM CLASS
ALUMINUM LOUVER VENT - ARCAT AIROLITE OR
EQUAL. PRE-FINISHED TO MATCH DUTCH BOY -
HOLIDAY BERRY 303-7DB OR EQUAL. FINAL COLOR
APPROVAL BY OWNER OR ARCHITECT.
12. 4' X 2' X 2" ANODIZED STORM CLASS ALUMINUM
LOUVER VENT - ARCAT AIROLITE OR EQUAL.
PRE-FINISHED TO MATCH DUTCH BOY - HOLIDAY
BERRY 303-7DB OR EQUAL. FINAL COLOR
APPROVAL BY OWNER OR ARCHITECT.
13. LIGHTNING PROTECTION PER ELECTRICAL
DRAWINGS.
14. CLIP-STYLE SNOW GUARDS. SEE ROOF PLAN ON
A-101 FOR DETAILS.
Project Number
Building Number
Drawing Number
Project Title
Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
100% CONSTRUCTION DOCUMENTS
FINAL
MARCH 25, 2019
NOT SUPPRESSED
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 OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
321 4 5 6 7 8 9 10
802-MM18-05
Committal Shelter Project Director
03.25.2019 MFC JMPRevisions: Date:
BALTIMORE NATIONAL CEMETERY
Design Services for Committal Service Shelter Improvements
Office of Construction and Facilities Management
Civil/ Structural/ Electrical Engineer:
KCI Technologies, Inc.
1352 Marrows Road, Suite 100 Newark, Delaware 19711
PH: 302.731.9176
POC: Tom deLorimier
Landscape Architect:
Pashek+MTR, Ltd.
619 E. Ohio St.
Pittsburgh, PA 15212
PH: 412-321-6362
POC: Kara Roggenkamp
LICENSE #19379
EXP. 03.15.2020
x
ELEVATION NOTE
1. ARCHITECTURAL ELEVATION 100'-0" IS USED AS A
CONTROL DATUM. 100'-0" IS EQUAL TO 356'-6" PER
USGS AS SHOWN ON CIVIL AND LANDSCAPING
PLANS.
GENERAL NOTES
A. REFER TO CIVIL, MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
B.
C. REFER TO ENLARGED FLOOR PLANS FOR
ADDITIONAL INFORMATION.
D. ALL DIMENSIONS ARE TO FACE OF STUD,
UNLESS INDICATED AS CLEAR (CLR.), WHICH IS
TO FINISH FACE OF WALL. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL
DIMENSIONS, ACCURACY AND FIT OF WORK.
E. DO NOT SCALE DRAWINGS.
F. NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES IN THE DRAWINGS AS SOON
AS THEY ARE DISCOVERED. IF THE
CONTRACTOR PROCEEDS WITH ANY WORK
WITHOUT GIVING NOTICE TO THE ARCHITECT
THAT AN ERROR, INCONSISTENCY, OR
OMISSION HAS BEEN DISCOVERED OR COULD
HAVE BEEN DISCOVERED UNDER CAREFUL
EXAMINATION OF THE DRAWINGS THEN THE
CONTRACTOR SHALL BEAR ALL COSTS
ARISING FROM THEM.
G. EXISTING FIRE EXTINGUISHERS AND
STANDPIPES SHALL REMAIN IN PLACE UNLESS
DIRECTED BY FIRE DEPARTMENT OR BUILDING
INSPECTOR.
H. THE SUBCONTRACTOR APPLYING THE FINAL
FINISH TO ALL FLOORS, WALLS AND CEILINGS
MUST ACCEPT THE CONDITION OF THE
SUBSTRATE PRIOR TO APPLYING THEIR
FINISH.
I. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PREPARATION OF SHOP DRAWINGS FOR
ALL PARTS OF THE WORK IN ACCORDANCE
WITH THE DRAWINGS AND SPECS. SHOP
DRAWING REVIEW BY THE ARCHITECT AND
ENGINEER SHALL BE FOR DESIGN
CONFORMANCE ONLY.
J. IT IS THE PURPOSE AND INTENT OF THESE
DRAWINGS THAT A FULLY COMPLETE JOB BE
ACCOMPLISHED. IT IS THE CONTRACTORS
RESPONSIBILITY TO INCLUDE COSTS TO
PROVIDE LABOR AND MATERIALS FOR THAT
PORTION OF THE WORK BID UPON, INCLUDING
INCIDENTALS, WHETHER OR NOT
SPECIFICALLY CALLED FOR IN THE DRAWINGS
AND SPECIFICATIONS.
K. THE ARCHITECT MAY AT HIS DISCRETION
ISSUE ADDITIONAL DRAWINGS OR
INSTRUCTIONS INDICATING A GREATER
DETAIL AND CLARITY OF THE WORK, AND IF
REASONABLY CONSISTENT WITH THE
PREVIOUSLY ISSUED DOCUMENTS, THE
CONTRACTOR SHALL PERFORM THIS WORK
WITHOUT ADDITIONAL COST OR EXTENSION
OF CONTRACT TIME.
AutoCAD SHX Text 100'-0"
AutoCAD SHX Text
TOP OF CONCRETE
AutoCAD SHX Text 109'-0"
AutoCAD SHX Text
TRUSS BEARING
AutoCAD SHX Text 125'-7"
AutoCAD SHX Text
PEAK OF TRUSS
AutoCAD SHX Text 117'-0 1/2"
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PEAK OF TRUSS
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AutoCAD SHX Text 109'-0"
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AutoCAD SHX Text 125'-7"
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AutoCAD SHX Text 117'-0 1/2"
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TYP.
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SCALE: 1/4"=1'-0"
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AutoCAD SHX Text one eighth inch = one foot
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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
AutoCAD SHX Text
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AutoCAD SHX Text 6"
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AutoCAD SHX Text one half inch = one foot
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12" 12"
@ PLAN SOUTH
9'- 0"
8'- 61 2"
'-7
@ PLAN NORTH
8'- 01 2"
6'-0"
2'-75 8"
BEAM DASHED FOR CLARITY
SEE STRUCTURAL FOR REINFORCEMENT
AND WORK BELOW EL. 100'-0" (FLOOR LINE)
12" 12"
SEE STRUCTURAL FOR REINFORCEMENT
7 14 "
91 4"
SEE STRUCTURAL FOR REINFORCEMENT
AND WORK BELOW EL. 100'-0" (FLOOR LINE)
1'-8"
2'- 91 2"
1'- 0"
8'- 0"
@ PLAN SOUTH
9'- 0"
8'- 61 2"
'-7
@ PLAN NORTH
8'- 01 2"
4"13
4"
3'-
1 2"
2'- 0"
2'-0"
8"
@ PLAN SOUTH
@ PLAN NORTH
9'- 0"
'-7
8'- 01 2"
8'- 61 2"
8'-
8'- 03 4"
1 4"
1'-0"
1'-81 2" O.C.
1'- 13 4"
2" 4"
2" 4"
SEE STRUCTURAL FOR REINFORCEMENT AND
1"
BUILDING SECTION
A-301
SECTIONS & DETAILS
SECTION KEY NOTES
KEY NOTES ON THIS DRAWING POINT AT TYPICAL ITEMS. ALL
APPLICABLE ITEMS ARE TO BE VERIFIED IN THE FIELD BY
CONTRACTOR.
1. RESIDENTIAL WOOD TRUSS ROOF WITH 12:12 PITCH.
TRUSSES SPACED AT MAXIMUM 2 FEET O.C. SEE
STRUCTURAL DRAWINGS FOR LIVE AND DEAD LOADS.
2. QUARTZITE III STONE VENEER - 4 INCH FULL DEPTH.
RANDOM HORIZONTAL RUBBLE PATTERN (2:1) TO
MATCH OTHER STONEWORK ON SITE. SPLIT FACE ON
FOUR SIDES. PROVIDE SMALL SAMPLE SHOWING
STONE AND MORTAR PATTERN AND COLOR RANGE.
SEND PHOTO TO NCA FOR APPROVAL. SEE
STRUCTURAL DRAWINGS FOR CONCRETE COLUMN
DETAILS. SEE SPECIFICATIONS AND A-501 FOR
ADDITIONAL REQUIREMENTS.
3. DEFS STUCCO FINISH. SEE A-101 FOR DEFS COLOR
SELECTIONS. FINAL COLOR APPROVAL BY OWNER OR
ARCHITECT.
4. 5 INCH F-STYLE GUTTER AND 8 SQ. INCH DOWNSPOUT.
PRE-FINISHED TO MATCH PAINT COLOR: DUTCH BOY -
HOLIDAY BERRY - 303-7DB.
5. PRIVACY SCREEN/WALL. SEE 2/A-501 FOR ADDITIONAL
DETAILS.
6. CONCRETE PEDESTAL. SEE 3/A-501 FOR ADDITIONAL
DETAILS.
7. SERVICE PLAQUES. SEE 5/A-501 FOR DETAILS.
8. EXPOSED 6" X 12" (NOMINAL) STRUCTURAL WOOD
BEAM. SEE STRUCTURAL AND 1/A-501 FOR DETAILS.
9. 2 X 8 GREEN TREATED TRIM BOARD WRAPPED WITH
.080 PRE-FINISHED ALUMINUM TO MATCH PAINT COLOR:
DUTCH BOY - HOLIDAY BERRY - 303-7DB. FINAL COLOR
APPROVAL BY OWNER OR ARCHITECT.
10. 2 X 10 GREEN TREATED TRIM BOARD WRAPPED WITH
.080 PRE-FINISHED ALUMINUM. COLOR TO MATCH
DUTCH BOY - HOLIDAY BERRY - 303-7DB. FINAL COLOR
APPROVAL BY OWNER OR ARCHITECT.
11. 7'-9" X 3'-10 12" X 2" ANODIZED STORM CLASS ALUMINUM
LOUVER VENT - ARCAT AIROLITE OR EQUAL.
PRE-FINISHED TO MATCH DUTCH BOY - HOLIDAY BERRY
303-7DB OR EQUAL. FINAL COLOR APPROVAL BY
OWNER OR ARCHITECT.
12. 4' X 2' X 2" ANODIZED STORM CLASS ALUMINUM LOUVER
VENT - ARCAT AIROLITE OR EQUAL. PRE-FINISHED TO
MATCH DUTCH BOY - HOLIDAY BERRY 303-7DB OR
EQUAL. FINAL COLOR APPROVAL BY OWNER OR
ARCHITECT.
13. ROOFING: SEE 1/A-501 FOR ENLARGED DETAIL.
14. METAL DRIP EDGE
15. 2" X 4" BLOCKING
16. WOOD TRUSS MEMBERS. SEE STRUCTURAL.
17. 5/8" PRESSURE TREATED WOOD SHEATHING.
18. POURED CONCRETE COLUMN. SEE STRUCTURAL AND
A-501 FOR ADDITIONAL INFORMATION.
19. POURED CONCRETE FOOTING. SEE STRUCTURAL FOR
REINFORCING AND WORK BELOW 100'-0".
20. STEEL BEAM SHOE ANCHORED TO COLUMN. SEE
STRUCTURAL S-103 FOR CONNECTIONS.
21. 2" AIR CHANNEL
22. EXPOSED CONCRETE FLOOR. SLOPED. BRUSHED
SURFACE. SEE LANDSCAPING.
23. .080 ALUMINUM WRAPPED 2" X 8" GREEN TREATED
FASCIA BOARD PRE-FINISHED TO MATCH DUTCH BOY -
HOLIDAY BERRY 303-7DB OR EQUAL. FINAL COLOR
APPROVAL BY OWNER OR ARCHITECT.
24. FULLY VENTED ANODIZED ALUMINUM SOFFIT. - NFA
RATED 19.6. PRE-FINISHED PRE-FINISHED TO MATCH
DUTCH BOY - HOLIDAY BERRY 303-7DB OR EQUAL.
FINAL COLOR APPROVAL BY OWNER OR ARCHITECT.
25. MULTI-PLY END TRUSS TO ACCOMMODATE LOUVER
VENT FRAMING. QUANTITY AS DETERMINED BY TRUSS
ENGINEER.
26. INSTALL PRE-FINISHED ALUMINUM SOFFIT WITH
F-BRACKETS. PRE-FINISHED TO MATCH DUTCH BOY -
HOLIDAY BERRY 303-7DB OR EQUAL. FINAL COLOR
APPROVAL BY OWNER OR ARCHITECT.
27. PROVIDE 2X4 FRAMING FOR BULKHEAD ON EITHER
SIDE OF CONCEALED HIGH BEAM OR BOTTOM CHORDS
OF TWO OUTTER TRUSSES (SEE 3/A-301 FOR GABLE
END CONDITIONS) AT 18 INCHES O.C. - BOTTOM OF
BEAM/BOTTOM TRUSS CHORDS AND FRAMING TO BE
FLUSH. ALSO REF. CEILING PLAN FOR BULKHEAD
LOCATIONS.
28. INSTALL ANODIZED ALUMINUM FLASHING OVER TOP
SURFACE OF COLUMN STONE MASONRY VENEER AT
EXTERIOR FACE AND 2 ADJACENT FACES - NEATLY
WRAP CORNERS AND TERMINATE FLASHING AT
INTERIOR CORNER (DO NOT INSTALL FLASHING ABOVE
INTERIOR FACE OF COLUMN VENEER. SEE ALSO NOTE
29.
29. CONTINUOUSLY FILL GAP AT TOP OF COLUMN STONE
MASONRY VENEER WITH 1 INCH BACKER ROD AND
CLEAR EXTERIOR GRADE FLEXIBLE AND PAINTABLE
SEALANT. SEE ALSO NOTE 28.
30. TRUSS ENGINEER TO PROVIDE GABLE END TRUSSES
WITH BOTTOM CHORDS IN LINE WITH TRUSS BEARING
ELEVATION.
Project Number
Building Number
Drawing Number
Project Title
Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
100% CONSTRUCTION DOCUMENTS
FINAL
MARCH 25, 2019
NOT SUPPRESSED
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 OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
321 4 5 6 7 8 9 10
802-MM18-05
Committal Shelter Project Director
03.25.2019 MFC JMPRevisions: Date:
BALTIMORE NATIONAL CEMETERY
Design Services for Committal Service Shelter Improvements
Office of Construction and Facilities Management
Civil/ Structural/ Electrical Engineer:
KCI Technologies, Inc.
1352 Marrows Road, Suite 100 Newark, Delaware 19711
PH: 302.731.9176
POC: Tom deLorimier
Landscape Architect:
Pashek+MTR, Ltd.
619 E. Ohio St.
Pittsburgh, PA 15212
PH: 412-321-6362
POC: Kara Roggenkamp
LICENSE #19379
EXP. 03.15.2020
COLUMN 2B SECTION
BUILDING SECTION
x
COLUMN 6A SECTION
SEE STRUCTURAL DRAWINGS
FOR LIVE AND DEAD LOADS.
SEE STRUCTURAL DRAWINGS
FOR LIVE AND DEAD LOADS.
13.5
112'-0"
CEILING
112'-0"
CEILING
SPACE
18" O.C.
SECTION NOTE
1. ARCHITECTURAL ELEVATION 100'-0" IS USED AS A
CONTROL DATUM. 100'-0" IS EQUAL TO 356'-6" PER
USGS AS SHOWN ON CIVIL AND LANDSCAPING
PLANS.
30 30
GENERAL NOTES
A. REFER TO CIVIL, MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
B.
C. REFER TO ENLARGED FLOOR PLANS FOR
ADDITIONAL INFORMATION.
D. ALL DIMENSIONS ARE TO FACE OF STUD,
UNLESS INDICATED AS CLEAR (CLR.), WHICH IS
TO FINISH FACE OF WALL. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL
DIMENSIONS, ACCURACY AND FIT OF WORK.
E. DO NOT SCALE DRAWINGS.
F. NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES IN THE DRAWINGS AS SOON
AS THEY ARE DISCOVERED. IF THE
CONTRACTOR PROCEEDS WITH ANY WORK
WITHOUT GIVING NOTICE TO THE ARCHITECT
THAT AN ERROR, INCONSISTENCY, OR
OMISSION HAS BEEN DISCOVERED OR COULD
HAVE BEEN DISCOVERED UNDER CAREFUL
EXAMINATION OF THE DRAWINGS THEN THE
CONTRACTOR SHALL BEAR ALL COSTS
ARISING FROM THEM.
G. EXISTING FIRE EXTINGUISHERS AND
STANDPIPES SHALL REMAIN IN PLACE UNLESS
DIRECTED BY FIRE DEPARTMENT OR BUILDING
INSPECTOR.
H. THE SUBCONTRACTOR APPLYING THE FINAL
FINISH TO ALL FLOORS, WALLS AND CEILINGS
MUST ACCEPT THE CONDITION OF THE
SUBSTRATE PRIOR TO APPLYING THEIR
FINISH.
I. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PREPARATION OF SHOP DRAWINGS FOR
ALL PARTS OF THE WORK IN ACCORDANCE
WITH THE DRAWINGS AND SPECS. SHOP
DRAWING REVIEW BY THE ARCHITECT AND
ENGINEER SHALL BE FOR DESIGN
CONFORMANCE ONLY.
J. IT IS THE PURPOSE AND INTENT OF THESE
DRAWINGS THAT A FULLY COMPLETE JOB BE
ACCOMPLISHED. IT IS THE CONTRACTORS
RESPONSIBILITY TO INCLUDE COSTS TO
PROVIDE LABOR AND MATERIALS FOR THAT
PORTION OF THE WORK BID UPON, INCLUDING
INCIDENTALS, WHETHER OR NOT
SPECIFICALLY CALLED FOR IN THE DRAWINGS
AND SPECIFICATIONS.
K. THE ARCHITECT MAY AT HIS DISCRETION
ISSUE ADDITIONAL DRAWINGS OR
INSTRUCTIONS INDICATING A GREATER
DETAIL AND CLARITY OF THE WORK, AND IF
REASONABLY CONSISTENT WITH THE
PREVIOUSLY ISSUED DOCUMENTS, THE
CONTRACTOR SHALL PERFORM THIS WORK
WITHOUT ADDITIONAL COST OR EXTENSION
OF CONTRACT TIME.
AutoCAD SHX Text 100'-0"
AutoCAD SHX Text
TOP OF CONCRETE
AutoCAD SHX Text 109'-0"
AutoCAD SHX Text
TRUSS BEARING
AutoCAD SHX Text 125'-7"
AutoCAD SHX Text
PEAK OF TRUSS
AutoCAD SHX Text 117'-0 1/2"
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AutoCAD SHX Text 100'-0"
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AutoCAD SHX Text 109'-0"
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AutoCAD SHX Text 125'-7"
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PEAK OF TRUSS
AutoCAD SHX Text 117'-0 1/2"
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PEAK OF TRUSS
AutoCAD SHX Text 100'-0"
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AutoCAD SHX Text 109'-0"
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AutoCAD SHX Text 125'-7"
AutoCAD SHX Text
PEAK OF TRUSS
AutoCAD SHX Text 117'-0 1/2"
AutoCAD SHX Text
PEAK OF TRUSS
AutoCAD SHX Text A
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
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AutoCAD SHX Text A-301
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
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 one half inch = one foot
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2"
4" 51 2"
O.C.
4"
3"7" 31 2"
71 2" 1'-
0"
2"
11"
6'-0"
5'-8" 1'-8"
SEE STRUCTURAL FOR REINFORCEMENT AND
WORK BELOW 100'-0" (TOP OF CONCRETE)
1'-0" 1'-0"2'-0" 2'-0" 1'-0" 1'-0"
2'- 91 2"
5" 6"
1"
1'- 0" 9"
11 2" 11 2"
31 2" 7"
8'- 0"
8"
2"
4" 51 2"
O.C.
4"
3"7" 31 2"
71 2" 1'-
0" 5'-
6"
2"
7'-0"
7'-0"
6" 1'-0"2'-0"
3"
O.C. O.C. O.C.
3" 6"
O.
C.
6"1'-0" 2'-0" O.C.O.C.O.C.
6'- 0"
6'- 0"
O .C
4" 1'-0"
10" 1'-4" 1'-4"
4" 1'-0" 4"
SEE STRUCTURAL FOR REINFORCEMENT AND
WORK BELOW 100'-0" (TOP OF CONCRETE)
SEE STRUCTURAL FOR REINFORCEMENT
AND WORK BELOW EL. 100'-0" (FLOOR LINE)
1'-13 8"
1'-4 58 "
1'-51 4"
1'- 05 8"
2'-6 38 "
2'-0"
1'-
1 4"
2'-7"
1'-0" TYP.
1'- 0"
T
YP
2" TYP.
4" TYP.
2'-0"
2'-0"
2" TYP. AIR GAP
4" TYP. STONE VENEER
6" BASE STONE
1'-03 8"
1'-1 38 "
1'-0"
1'- 45 8"
2'-07 8"
2'-6 38 "
2'-0"
2'-0"
A-501
ARCHITECTURAL DETAILS
KEY NOTES
KEY NOTES ON THIS DRAWING POINT AT TYPICAL ITEMS.
ALL APPLICABLE ITEMS ARE TO BE VERIFIED IN THE FIELD
BY CONTRACTOR.
1. 3
4" TO NO WIDER THAN 1 INCH CONCAVE MORTAR
JOINTS - USE PINNING STONES TO FILL JOINTS
EXCEEDING 1 INCH. COLOR OF NON-STAINING MORTAR
AND STONE SHOULD CLOSELY MATCH THE
ADMINISTRATION BUILDING (7/A-501) ON SITE.
2. QUARTZITE III STONE VENEER - 4 INCH FULL DEPTH.
RANDOM HORIZONTAL RUBBLE PATTERN (2:1) TO
MATCH OTHER STONEWORK ON SITE. SPLIT FACE ON
FOUR SIDES. PROVIDE SMALL SAMPLE SHOWING
STONE AND MORTAR PATTERN AND COLOR RANGE.
SEND PHOTO TO NCA FOR APPROVAL. SEE
STRUCTURAL DRAWINGS FOR CONCRETE COLUMN
DETAILS. SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
3. DEFS STUCCO FINISH
4. 5" F-STYLE GUTTER AND 8 SQ. IN. DOWNSPOUT.
PRE-FINISHED PER KEY NOTE #4 ON A-201.
5. PRIVACY SCREEN/WALL.
6. FULL SIZE CORNER STONE. CUT CONCEALED INTERIOR
FACES TO CREATE IRREGULAR CORNERS.
7. STAINLESS STEEL ADJUSTABLE MASONRY ANCHORS.
SEE STRUCTURAL PLAN NOTES ON S-100 FOR
MASONRY ANCHOR SPACING AND OTHER
REQUIREMENTS.
8. 6" X 12" (NOMINAL) STRUCTURAL BEAM. SEE
STRUCTURAL FOR DETAILS. EXPOSED BEAM BETWEEN
COLUMN STONE VENEER TO BE TREATED WITH
PENETRATING SEALANT, PRIMER, AND PAINT FINISH.
COLOR TO MATCH DUTCH BOY - HOLIDAY BERRY
303-7DB OR EQUAL. FINAL COLOR APPROVAL BY
OWNER OR ARCHITECT.
9. 2 X 8 GREEN TREATED TRIM BOARD WRAPPED WITH
.080 PRE-FINISHED POWDER COATED ALUMINUM.
COLOR TO MATCH DUTCH BOY - HOLIDAY BERRY
303-7DB OR EQUAL. FINAL COLOR APPROVAL BY
OWNER OR ARCHITECT.
10. 2 X 10 GREEN TREATED TRIM BOARD WRAPPED WITH
.080 PRE-FINISHED POWDER COATED ALUMINUM.
COLOR TO MATCH DUTCH BOY - HOLIDAY BERRY
303-7DB OR EQUAL. FINAL COLOR APPROVAL BY
OWNER OR ARCHITECT.
11. 7'-9" X 3'-10 12" X 2" ANODIZED STORM CLASS ALUMINUM
LOUVER VENT - ARCAT AIROLITE OR EQUAL.
PRE-FINISHED TO MATCH DUTCH BOY - HOLIDAY
BERRY 303-7DB OR EQUAL. FINAL COLOR APPROVAL
BY OWNER OR ARCHITECT.
12. 4' X 2' X 2" ANODIZED STORM CLASS ALUMINUM
LOUVER VENT - ARCAT AIROLITE OR EQUAL.
PRE-FINISHED TO MATCH DUTCH BOY - HOLIDAY
BERRY 303-7DB OR EQUAL. FINAL COLOR APPROVAL
BY OWNER OR ARCHITECT.
13. ROOFING
13.1. SYNTHETIC SLATE SHINGLES. COLOR MATCH
OTHER GRAY SLATE SHINGLES ON SITE - SUBMIT
SAMPLE FOR APPROVAL BY ARCHITECT OR
OWNER.
13.2. 24" ICE AND WATER SHIELD AT ROOF EDGES AND
RIDGE
13.3. #15 UNDERLAYMENT (PROVIDE (2) LAYERS OR (1)
LAYER #30 AT STARTING COURSE). OVERLAP BY
4" ON SIDES, 2" AT TOP AND 6" ON BOTH SIDES OF
ROOF RIDGE.
13.4. 3/4" EXTERIOR GRADE PLYWOOD
13.5. CLIP-STYLE KYNAR COATED .032 INCH ALUMINUM
SNOW GUARDS - SNOWTRAPPER ST11 - LIBERTY
GRAY OR EQUAL APPROVED BY OWNER OR
ARCHITECT. START ROW #1 UNDER THE THIRD
SHINGLE LAYER FROM THE EAVE. CONTINUE
ROW #2 OF CLIPS AFTER TWO MORE LAYERS OF
SHINGLES AND REPEAT FOR (FINAL) ROW #3 OF
CLIPS. ROWS #1 AND #3 WILL ALIGN VERTICALLY
SPACED 24 INCHES APART. STAGER ROW #2 BY
12 INCHES.
14. METAL DRIP EDGE
15. 2" X 4" BLOCKING
16. WOOD TRUSS MEMBERS. SEE STRUCTURAL.
17. 5/8" PRESSURE TREATED WOOD SHEATHING.
18. CAST-IN-PLACE CONCRETE COLUMN. SEE
STRUCTURAL.
19. CAST-IN-PLACE CONCRETE FOOTING. SEE
STRUCTURAL.
20. STEEL BEAM SHOE ANCHORED TO COLUMN. SEE
STRUCTURAL.
21. 2" AIR CHANNEL
22. EXPOSED CONCRETE FLOOR. SLOPED. BRUSHED
SURFACE. SEE LANDSCAPING.
23. .080 ALUMINUM WRAPPED 2" X 8" GREEN TREATED
FASCIA BOARD. PRE-FINISHED TO MATCH DUTCH BOY -
HOLIDAY BERRY 303-7DB OR EQUAL. FINAL COLOR
APPROVAL BY OWNER OR ARCHITECT.
24. FULLY VENTED ANODIZED ALUMINUM SOFFIT. - NFA
RATED 19.6. PRE-FINISHED TO MATCH DUTCH BOY -
HOLIDAY BERRY 303-7DB OR EQUAL. FINAL COLOR
APPROVAL BY OWNER OR ARCHITECT.
25. LIMESTONE CAP. MORT 34" METAL DOWEL VERTICALLY
AS INDICATED. USE 34" METAL DOWEL HORIZONTALLY
TO CONNECT MULTIPLE STONE SEGMENTS.
26. FORMED CONCRETE FINISHED WITH THORSEAL,
SILPRO OR APPROVED SIMILAR. COLOR TO MATCH
DEFS CEILING - DUTCHBOY - LEGENDARY MEN7110-3.
Project Number
Building Number
Drawing Number
Project Title
Location: Baltimore National Cemetery 5501 Frederick Ave., Catonsville, Baltimore County, MD 21228
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
100% CONSTRUCTION DOCUMENTS
FINAL
MARCH 25, 2019
NOT SUPPRESSED
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 OF RECORD
ARCHITURA CORPORATION
9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384
PH: (317) 348-1000
POC: Michael Conly, AIA, NCARB, President
CONSULTANTS
321 4 5 6 7 8 9 10
802-MM18-05
Committal Shelter Project Director
03.25.2019 MFC JMPRevisions: Date:
BALTIMORE NATIONAL CEMETERY
Design Services for Committal Service Shelter Improvements
Office of Construction and Facilities Management
Civil/ Structural/ Electrical Engineer:
KCI Technologies, Inc.
1352 Marrows Road, Suite 100 Newark, Delaware 19711
PH: 302.731.9176
POC: Tom deLorimier
Landscape Architect:
Pashek+MTR, Ltd.
619 E. Ohio St.
Pittsburgh, PA 15212
PH: 412-321-6362
POC: Kara Roggenkamp
LICENSE #19379
EXP. 03.15.2020
SOFFIT AND ROOF DETAIL AT COLUMN (TYP)
x
DOWNSPOUT LOCATIONSANGULAR CAST IRON DOWNSPOUT BOOT
26 26
BRONZE MILITARY SEALS
SCREEN WALL DETAILSBIER/CASKET PEDESTAL DETAILSBRONZE MILITARY SEALS
SQUARE AND POLYGON COLUMN WRAPPINGADMINISTRATION BUILDING STONE WORK
SEE STRUCTURAL S-100 PLAN NOTES
FOR STONE MASONRY ANCHOR INFO.
FO
OT
IN
G
DE
PT
H
VA
RI
ES
SE
E
ST
RU
CT
UR
AL
DR
AW
IN
GS
F
OR
EL
EV
AT
IO
NS
SEE LANDSCAPING
PLANS FOR CONCRETE
PAVEMENT,
COMPACTED CRUSHED
STONE, AND
SUBGRADE EARTH
WORK.
TYP.
TYP.
TYP.
19TYP.
TYP.
13.1
13.2
13.3
13.4
TYP.
TYP.
TYP.
21 TYP.
SEE G-100 FOR SITE LOCATION MAP.
1TYP.
1TYP.
7TYP.
18 TYP.
TYP.
19TYP.
13.5
KEY NOTES CONTINUED
27. ISOLATION JOINT - SEE STRUCTURAL DRAWING
S-102
28. INSTALL CAST IRON BOOT CONNECTION FROM
DOWNSPOUT TO STORM PIPE. BOOT TO INCLUDE
CLEAN OUT. POWDER COAT FINISH TO MATCH
DOWNSPOUT PER KEY NOTE #4 ON A-201. SEE
CIVIL DRAWING C-102 FOR CONNECTION TO STORM
SEWER LINE.
29. 12" BRONZE MILITARY SEALS BY UNITED STATES
BRONZE SIGN COMPANY. NO SUBSTITUTIONS.
811 SECOND AVENUE, NEW HYDE PARK, NY 11040.
(516) 352-5155 | (800) 872-5155 | FAX (516) 352-1761
PETER@USBRONZE.COM
30. SEE STRUCTURAL 3/S-102 FOR REBAR AND GROUT
DETAILS.
31. FIRST MORTAR JOINT A.F.F. TO BE A MIN. OF 2"
ABOVE LOWEST GRADE LEVEL.
32. DRAINAGE FLASHING. TURN UP 8" AND SEAL TIGHT
TO CONCRETE COLUMN.
33. WEEP HOLES. PLACE AT EACH SIDE OF CONCRETE
COLUMN IN 4" STONE VENEER.
34. 6" BASE STONE - START 2 INCHES MIN. A.F.F. -
GROUT SOLID BELOW CONCRETE SLAB TO TOP OF
CONCRETE FOOTING. FOOTING HEIGHTS VARY.
SEE STRUCTURAL PLANS.
COLUMN
TYPE B
COLUMN
TYPE C
COLUMN
TYPE A
STONE MASONRY
SEE STRUCTURAL S-100 PLAN NOTES
FOR STONE MASONRY ANCHOR INFO.
GENERAL NOTES
A. REFER TO CIVIL, MECHANICAL, ELECTRICAL,
AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
B.
C. REFER TO ENLARGED FLOOR PLANS FOR
ADDITIONAL INFORMATION.
D. ALL DIMENSIONS ARE TO FACE OF STUD,
UNLESS INDICATED AS CLEAR (CLR.), WHICH IS
TO FINISH FACE OF WALL. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL
DIMENSIONS, ACCURACY AND FIT OF WORK.
E. DO NOT SCALE DRAWINGS.
F. NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES IN THE DRAWINGS AS SOON
AS THEY ARE DISCOVERED. IF THE
CONTRACTOR PROCEEDS WITH ANY WORK
WITHOUT GIVING NOTICE TO THE ARCHITECT
THAT AN ERROR, INCONSISTENCY, OR
OMISSION HAS BEEN DISCOVERED OR COULD
HAVE BEEN DISCOVERED UNDER CAREFUL
EXAMINATION OF THE DRAWINGS THEN THE
CONTRACTOR SHALL BEAR ALL COSTS
ARISING FROM THEM.
G. EXISTING FIRE EXTINGUISHERS AND
STANDPIPES SHALL REMAIN IN PLACE UNLESS
DIRECTED BY FIRE DEPARTMENT OR BUILDING
INSPECTOR.
H. THE SUBCONTRACTOR APPLYING THE FINAL
FINISH TO ALL FLOORS, WALLS AND CEILINGS
MUST ACCEPT THE CONDITION OF THE
SUBSTRATE PRIOR TO APPLYING THEIR
FINISH.
I. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PREPARATION OF SHOP DRAWINGS FOR
ALL PARTS OF THE WORK IN ACCORDANCE
WITH THE DRAWINGS AND SPECS. SHOP
DRAWING REVIEW BY THE ARCHITECT AND
ENGINEER SHALL BE FOR DESIGN
CONFORMANCE ONLY.
J. IT IS THE PURPOSE AND INTENT OF THESE
DRAWINGS THAT A FULLY COMPLETE JOB BE
ACCOMPLISHED. IT IS THE CONTRACTORS
RESPONSIBILITY TO INCLUDE COSTS TO
PROVIDE LABOR AND MATERIALS FOR THAT
PORTION OF THE WORK BID UPON, INCLUDING
INCIDENTALS, WHETHER OR NOT
SPECIFICALLY CALLED FOR IN THE DRAWINGS
AND SPECIFICATIONS.
K. THE ARCHITECT MAY AT HIS DISCRETION
ISSUE ADDITIONAL DRAWINGS OR
INSTRUCTIONS INDICATING A GREATER
DETAIL AND CLARITY OF THE WORK, AND IF
REASONABLY CONSISTENT WITH THE
PREVIOUSLY ISSUED DOCUMENTS, THE
CONTRACTOR SHALL PERFORM THIS WORK
WITHOUT ADDITIONAL COST OR EXTENSION
OF CONTRACT TIME.
AutoCAD SHX Text 100'-0"
AutoCAD SHX Text
TOP OF CONCRETE
AutoCAD SHX Text 102'-9 1/2"
AutoCAD SHX Text
TOP OF BIER
AutoCAD SHX Text 108'-0"
AutoCAD SHX Text
TOP OF SCREEN WALL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FRONT VIEW
AutoCAD SHX Text Customizable
AutoCAD SHX Text front panel
AutoCAD SHX Text
TOP VIEW
AutoCAD SHX Text
ISOMETRIC VIEW
AutoCAD SHX Text Inside body:
AutoCAD SHX Text 3" x 4"
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text Downspout
AutoCAD SHX Text Downspout
AutoCAD SHX Text boot
AutoCAD SHX Text Shown with
AutoCAD SHX Text rubber
AutoCAD SHX Text adaptor
AutoCAD SHX Text connection
AutoCAD SHX Text
TYPICAL MOUNTING DETAIL
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
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
SCALE: 1-1/2"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text A-501
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text 4A
AutoCAD SHX Text A-501
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text 4B
AutoCAD SHX Text A-501
AutoCAD SHX Text
SCALE: 1-1/2"=1'-0"
AutoCAD SHX Text 5B
AutoCAD SHX Text A-501
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text A-501
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text A-501
AutoCAD SHX Text
SCALE: 1-1/2"=1'-0"
AutoCAD SHX Text 5A
AutoCAD SHX Text A-501
AutoCAD SHX Text
SCALE: 1-0"=1'-0"
AutoCAD SHX Text 6A
AutoCAD SHX Text A-501
AutoCAD SHX Text
SCALE: NOT TO SCALE
AutoCAD SHX Text
AutoCAD SHX Text A-501
AutoCAD SHX Text 6A
AutoCAD SHX Text A-501
AutoCAD SHX Text 6C
AutoCAD SHX Text A-501
AutoCAD SHX Text 6B
AutoCAD SHX Text A-501
AutoCAD SHX Text
SCALE: 1-1/2"=1'-0"
AutoCAD SHX Text 6B
A-501
| !AG-101 |
| A-101 |
| A-201 |
| A-301 |
| A-501 |
File details come from the government source that posted it.