4101-AE201_ADD1.pdf
PDF 501 KB Posted
- Solicitation number
- 36C78626B0028
About this file
This document is a set of architectural construction drawings for exterior elevation work on a Rostrum building at Fort Bliss National Cemetery in El Paso, Texas.
The project involves restoration and renovation work on the rostrum's exterior elements, including: removal and replacement of fascia boards (up to 20 linear feet of 2x4 fascia board) with in-kind matching materials; paint removal from wood cornice and outlooker components using gentle methods such as hand-scraping or hand-sanding, followed by priming and finish coating with opaque paint to match existing finishes; paint removal from wrought iron stair railings and guardrails using chemical methods, with heat welding of disconnected segments (maximum 8 linear feet per railing) and application of epoxy primer, intermediate, and top coats; refurbishment of existing bronze military seals by stripping lacquer and applying new lacquer coatings; removal and reinstallation of metal roof trim pieces and flashing; provision of a new 270 square foot reinforced concrete floor with central high point and consistent slope for drainage; and reinstallation of military seals with new metal posts set in reinforced concrete footings. The drawings show four exterior elevations (North, East, South, and West), corresponding demolition elevations, and a building section. The project is dated June 15, 2026, with an addendum issued October 12, 2026, and involves coordination among multiple consultants including IMEG for fire and low voltage security work, Terracon for geotechnical services, and Aqua Engineering for irrigation work.
View the file
Other files
Show 40 more
Latest 50 of 52 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
T.O FLOOR SLAB
100'-0"
EL2
EL5
EL9
4101-
AE201
EL10EL7EL7EL7EL9
(E X
IS
T
IN
G
V
IF
4'
-6
/2
T O
T O
P O
F W
O O
D F
A S
C
IA
'-6
TOP OF GRADE
EL5 EL5
T.O FLOOR SLAB
100'-0"
'-6
(E X
IS
T
IN
G
V
IF
4'
-6
/2
T O
T O
P O
F W
O O
D F
A S
DEL1
FASCIA BD REMOVAL
UP TO +/- 20' -0"
DEL5
DEL2
TOP OF GRADE
DEL5DEL5
T.O FLOOR SLAB
100'-0"
EL2
EL3
EL4
EL5
(E X
IS
T
IN
G
V
IF
4'
-6
/2
T O
T O
P O
F W
O O
D F
A S
'-6
" EL9
TOP OF GRADE
EL1
T.O FLOOR SLAB
100'-0"
EL2
EL3
EL4
EL5
(E X
IS
T
IN
G
V
IF
4'
-6
/2
T O
T O
P O
F W
O O
D F
A S
'-6
TOP OF GRADE
EL9
NOTES FOR EXTERIOR WOOD REPAIR WORK
1. PROVIDE WOOD FASCIA PAINT MOCK-UPS AS NECESSARY TO PRODUCE A PAINT TYPE,
GLOSS AND COLOR MATCH TO THE EXISTING PAINTED WOOD CORNICE WITH THE VA'S
APPROVAL.
2. REMOVE AND SALVAGE FOR REUSE EXISTING METAL ROOF TRIM PIECES TO ACCESS
EXISTING FASCIA BOARD FOR FASCIA BOARD REMOVAL, REPLACEMENT AND
REPAINTING AS NECESSARY.
3. REMOVE PAINT FROM ALL WOOD CORNICE COMPONENTS BY USING THE GENTLEST
METHOD POSSIBLE (HANDSCRAPING OR HANDSANDING) TO THE NEXT SOUND LAYER.
4. PREP NEW FASCIA WOOD FOR NEW EXTERIOR PAINT.
5. PRIME AND PROVIDE TOP FINISH COAT OF OPAQUE PAINT TO MATCH EXISTING.
6. REINSTALL/REATTACHED ROOF FLASHING PREVIOUSLY REMOVED TO ACCESS THE
FASCIA BOARD
7. OUTLOOKERS NOT DETAILED ON ELEVATIONS. SEE PHOTOS ON SHEET 4101-AE501
FOR TYPICAL 4" X 8" OUTLOOKERS SPACED AROUND ENTIRE STRUCTURE ROOFLINE
T.O FLOOR SLAB
100'-0"
'-6
(E X
IS
T
IN
G
V
IF
4'
-6
/2
T O
T O
P O
F W
O O
D F
A S
EL1
EL5
EL4
4101-
AE201EL2
TOP OF GRADE
UP TO 20'-0" FASCIA REPLACEMENT
EL3
EL5
ELEVATION KEYED NOTES
NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN
EL1
REPLACE FASCIA BOARD IN-KIND WITH EXISTING, MATCH SIZE OF MEMBER
DEMOLISHED. SEE NOTES FOR EXTERIOR WOOD REPAIR WORK THIS
SHEET.
EL2
PREP ALL WOOD CORNICE AND OUTLOOKER SURFACES FOR NEW
EXTERIOR PAINT (P-11). PRIME AND PROVIDE TOP FINISH COAT OF
OPAQUE PAINT TO MATCH EXISTING. REINSTALL/ATTACH ALL ROOF
FLASHING PREVIOUSLY REMOVED TO ACCESS FASCIA BOARD
EL3
REMOVE PAINT FROM (2) WROUGHT IRON STAIR RAILINGS AND
ASSOCIATED POSTS AND BALLUSTERS USING CHEMICAL METHODS. HEAT
WELD DISCONNECTED SEGMENTS OF WROUGHT IRON RAILING BACK
TOGETHER, MAX 8 LF WELDING PER RAILING. APPLY EPOXY PRIMER,
INTERMEDIATE AND TOP COATS TO BOTH WROUGHT IRON STAIR RAILINGS,
POSTS AND BALUSTERS (P-10). SEE PHOTO DETAILS 5 AND 6 ON SHEET
4101/AE201 FOR OVERALL AND DETAILED EXISTING CONDITIONS OF STAIR
RAIL
EL4 EXISTING GRANITE STEPS TO REMAIN
EL5
REMOVE PAINT FROM WROUGHT IRON GUARDRAILS AND ASSOCIATED
POSTS AND BALLUSTERS USING CHEMICAL METHODS. APPLY PRIMER,
INTERMEDIATE AND TOP COATS TO BOTH WROUGHT IRON STAIR RAILINGS,
POSTS AND BALUSTERS (P-10). SEE MATERIAL SCHEDULE ON SHEET
4101/AE111 FOR MORE INFORMATION. SEE PHOTO DETAILS 4 THRU 6 ON
SHEET 4101/AE201 EXISTING CONDITIONS OF GUARDRAIL.
EL6 NOT USED
EL7
REINSTALL MILITARY SEALS SALVAGED DURING DEMOLITION. FASTEN TO
METAL POST SET IN NEW REINFORCED CONCRETE FOOTING. SEE FLOOR
PLAN FOR MORE INFORMATION
EL8
PROVIDE NEW 270 SF REINFORCED CONC FLOOR W/ CENTRAL HIGHPOINT
AND CONSISTENT SLOPE DOWNWARD TO PERIMETER EDGES TO
FACILITATE EVEN DRAINING. EPOXY NEW REINFORCED SLAB INTO
EXISTING - SEE STRUCTURAL
EL9
REFURBISH EXISTING BRONZE MILITARY SEALS BY STRIPPING EXISTING
LACQUER. APPLY NEW COAT OF LACQUER. EXISTING POST AND FOOTING
TO REMAIN. REINSTALL SEALS IF REMOVED FOR REFURBISH WORK.
EL10
INSTALL MILITARY SEAL FASTENED TO METAL POST WHICH IS EMBEDDED
IN REINFORCED CONCRETE FOOTING. SEE FLOOR PLAN FOR MORE
INFORMATION
DEMOLITION ELEVATION KEY NOTES
NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH ELEVATION
DEL1
REMOVE PAINT FROM WOOD CORNICE AND OUTLOOKERS AROUND ENTIRETY OF
STRUCTURE.
DEL2
REMOVE AND DISCARD UP TO 20 LF 2X4 FASCIA BOARD TO ALLOW COMPLETE
REMOVAL OF THE +/- 10 LF DAMAGED SEGMENT TO THE NEAREST BUTT JOINTS IN
THE FASCIA BOARD. SEE PHOTO DETAILS 4 AND 7 ON SHEET 4101/AE201
DEL3
REMOVE EXISTING MILITARY SEALS, POSTS, HARDWARE AND FOOTINGS. SALVAGE
SEALS FOR REINSTALLATION IN NEW LOCATION.
DEL4
REMOVE MECHANICALLY FASTENED MILITARY SEALS ONLY IF NECESSARY FOR
REFINISHING. SALVAGE ALL HARDWARE FOR REUSE
DEL5
EXISTING STAIR RAIL AND ROSTRUM GUARDRAILS TO REMAIN IN PLACE; SEE FLOOR
PLAN FOR REFINISHING OF THESE ELEMENTS.
T.O FLOOR SLAB
100'-0"
DEL1
DEL5
DEL3
(E X
IS
T
IN
G
V
IF
4'
-6
/2
T O
T O
P O
F W
O O
D F
A S
3'
-6
DEL4
TOP OF GRADE
DEL5DEL5
T.O FLOOR SLAB
100'-0"
DEL1
DEL3DEL4 DEL3DEL3 DEL4
(E X
IS
T
IN
G
V
IF
4'
-6
/2
T O
T O
P O
F W
O O
D F
A S
'-6
TOP OF GRADE
DEL5DEL5 DEL5
T.O FLOOR SLAB
100'-0"
DEL1
DEL5
DEL3
DEL4
DEL2
(E X
IS
T
IN
G
V
IF
4'
-6
/2
T O
T O
P O
F W
O O
D F
A S
'-6
TOP OF GRADE
DEL5DEL5
T.O FLOOR SLAB
100'-0"
EL3
EL8
EL1
TOP OF GRADE
(E X
IS
T
IN
G
V
IF
4'
-6
/2
T O
T O
P O
F W
O O
D F
A S
3'
-6
EL5
DEMOLITION ELEV SYMBOLS
KEY NOTE
A
GRIDLINE
NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN
DASHED LINE
INDICATES ITEM TO
BE REMOVED (UNO)
DE10
AREA OF DEMO
NIC
I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.
Name:
Date:
License number:
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
NOT SPRINKLERED
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
Phase
DESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
BID DOCUMENTS
IRRIGATION:
AQUA ENGINEERING
300 BOARDWALK DRIVE
UNIT 4B
FORT COLLINS,CO 80525
970.372.6104
JD LEONARD
GEOTECHNICAL:
TERRACON
6460 HILLER STREET
SUITE A
EL PASO, TX 79925
915.778.5233
IVAN AVELAR
COST ESTIMATING:
OCMI
2100 NORTH GREENVILLE AVENUE
SUITE 1150
RICHARDSON, TX 75082
469.431.0571
RAYMOND BODO
FIRE / L0W VOLTAGE / SECURITY:
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309.781.3770
MATT SNYDER / PETE MCGHEE
CHRISTINA MCDANIEL
06/15/2026
52909
C U s e rs
\c z u p a n
\D o c u m e n ts \1
-R O
S T
R U
M -A
-R c z u p a n
J A
M E
X .r v t
/1 /2
:0
:0
A M
4101- AE201
ROSTRUM - EXTERIOR ELEVATIONS FT BLISS NATIONAL CEMETERY
EXPANSION
5200 FRED WILSON AVE, EL PASO,TX
886CM3026
JUNE 15, 2026 CM RG
18528
1/4" = 1'-0"
EXTERIOR ELEVATION - SOUTH
1/4" = 1'-0"1
EXTERIOR DEMOLITION ELEVATION - NORTH
0 4' 8'2' 0 4' 8'2'
0 4' 8'2'
0 4' 8'2' 1/4" = 1'-0"
EXTERIOR ELEVATION - WEST
1/4" = 1'-0"
EXTERIOR ELEVATION - EAST
0 4' 8'2'
1/4" = 1'-0"
EXTERIOR ELEVATION - NORTH
0 4' 8'2'
1/4" = 1'-0"2
EXTERIOR DEMOLITION ELEVATION - EAST
0 4' 8'2' 1/4" = 1'-0"3
EXTERIOR DEMOLITION ELEVATION - SOUTH
0 4' 8'2' 1/4" = 1'-0"4
EXTERIOR DEMOLITION ELEVATION - WEST
0 4' 8'2'
1/4" = 1'-0"9
BUILDING SECTION
Revisions: Date:
. Addendum 1 10/12/2026
File details come from the government source that posted it. Updated .