593-24-102_Combined_Dwgs DRAFT COPY.pdf
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- Solicitation number
- 36C26124R0058
About this file
This document is a Sources Sought Notice for a federal contract opportunity issued by the Department of Veterans Affairs (VA) to upgrade the entrance doors at Buildings 6 and 7 of the VA Southern Nevada Healthcare System.
The project, numbered 593-24-102, involves replacing the existing dual automatic sliding doors with a combination of sliding and swing doors, including automated openers, sensors/controls, and card readers. It also includes installing protective canvas canopies, new concrete walkways and gutters. The applicable NAICS code is 236220 Commercial and Institutional Building Construction, with a small business size standard of $45.0M. The estimated magnitude of the construction project is between $100,000 and $250,000. The VA is seeking responses from qualified businesses, particularly Service-Disabled Veteran-Owned Small Businesses (SDVOSBs) and Veteran-Owned Small Businesses (VOSBs), by May 9, 2024 to assess industry capabilities and determine the appropriate acquisition strategy, including any potential small business set-asides.
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| File | Type | Posted |
|---|---|---|
| 36C26124R0058.docx | DOCX document | |
| 593-24-102 Combined Spec DRAFT COPY.pdf | ||
| 593-24-102_SOW_DRAFT COPY.pdf |
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Text version
VA Poject No. 592-24-102 | Upgrade Entrance Doors at Building 6 & 7
DEPARTMENT OF VETERANS AFFAIRS
VA Southern Nevada Healthcare Systems
6900 N. Pecos Rd., North Las Vegas, NV 89086
D ra w in g Ti tle
A pp ro ve d:
R e vi s io n s:
D a te
S ca le
A pp ro ve d:
Jo na th an
G . S an ch ez , C hi ef
E ng in ee r W ill ia m J
. C ar on , P
T, M
H A
, F A
C H
E, M ed ic al C en te r D ire ct or
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_7
D N
H M
S
Bldg 1
Bldg 2
Bldg 3
Bldg 4
Bldg 5
Bldg 6 Bldg 7
Bldg 8
Bldg
Bldg 6
1/2
1/2
DRAFT COPY
1H120
VESTIBULE
1H120
VESTIBULE
General Notes:
A. Provide fire stopping and caulking at fire rated walls and ceiling assemblies to maintain the integrity of fire rated constructions. See reference plans for fire rated walls and ceilings.
B. Contractor shall provide personnel certified for installation of sliding glass doors.
Key Notes
1. Provide and install new automatic door assembly.
2. Provide connection of automatic openers to existing Fire Alarm System per NFPA 101.
When fire alarm is activated, the doors shall be able to be opened without the use of automatic openers. Coordinate exact rough-in location and requirements with door opener manufacturer and interlock with existing and new card readers.
3. New card reader to match existing. Contractor to verify new equipment can be integrated and serviced with existing VA system.
4. Existing column to remain.
5. Demolish portion of existing concrete to allow for new card reader and wiring
6. Existing card reader to remain
7. New handwave device
8. Existing door assembly, frame, and threshold to be demolished
9. Limit of construction
Deferred Submittals/Shot Drawings Required
- New Door Assemblies
- Steel Entry Canopy
- Fabric Shade Canopy
9 8
6 3
1, 2
7 9
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Sanitary Manhole Rim Elevation 2062.10
Sanitary Manhole Rim Elevation 2062.20Communication Manhole
Rim Elevation 2060.30
Communication Manhole Rim Elevation 2064.40
Communication Manhole Rim Elevation 2062.20
Communication Manhole Rim Elevation 2060.10
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Communication Manhole Rim Elevation 2060.60
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Communication Manhole Rim Elevation 1973.36
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BUILDING 6
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Project Location
Project Location
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Sanitary Manhole Rim Elevation 2058.60
Sanitary Manhole Rim Elevation 2058.70
Sanitary Manhole Rim Elevation 2061.70
Fiber Optic Manhole Rim Elevation 2080.90
Fiber Optic Manhole Rim Elevation 2077.30
GAS
Communication Manhole Rim Elevation 2071.50
Communication Manhole Rim Elevation 2069.90
Communication Manhole Rim Elevation 2077.20
Communication Manhole Rim Elevation 2073.80
Communication Manhole Rim Elevation 2071.10
WW
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Sanitary Manhole Rim Elevation 2062.10
Sanitary Manhole Rim Elevation 2067.20
Sanitary Manhole Rim Elevation 2066.50
Sanitary Manhole Rim Elevation 2068.40
Sanitary Manhole Rim Elevation 2056.70
Sanitary Manhole Rim Elevation 2062.20
Communication Manhole Rim Elevation 2058.80
Communication Manhole Rim Elevation 2060.30
Sanitary Manhole Rim Elevation 2068.40
Sanitary Manhole Rim Elevation 2068.00
Sanitary Manhole Rim Elevation 2069.30
Communication Manhole Rim Elevation 2066.10
Communication Manhole Rim Elevation 2064.20
Communication Manhole Rim Elevation 2064.70
Sanitary Manhole Rim Elevation 2054.50
Sanitary Manhole Rim Elevation 2062.10
Sanitary Manhole Rim Elevation 2067.20
Sanitary Manhole Rim Elevation 2068.20
Sanitary Manhole Rim Elevation 2068.10
Sanitary Manhole Rim Elevation 2069.20
Communication Manhole Rim Elevation 2064.40
Communication Manhole Rim Elevation 2062.20
Communication Manhole Rim Elevation 2060.10
Communication Manhole Rim Elevation 2068.60
Communication Manhole Rim Elevation 2051.00
Communication Manhole Rim Elevation 2065.50
Communication Manhole Rim Elevation 2065.60
Sanitary Manhole Rim Elevation 2078.10
Sanitary Manhole Rim Elevation 2080.30
FO
Communication Manhole Rim Elevation 2060.60
Communication Manhole Rim Elevation 2068.60
Communication Manhole Rim Elevation 2044.60
Sanitary Manhole Rim Elevation 2048.80
Sanitary Manhole Rim Elevation 2049.80
Sanitary Manhole Rim Elevation 2049.70
Sanitary Manhole Rim Elevation 2049.80
Sanitary Manhole Rim Elevation 2048.70
Sanitary Manhole Rim Elevation 2048.50
Sanitary Manhole Rim Elevation 2048.60
Sanitary Manhole Rim Elevation 2045.50
Sanitary Manhole Rim Elevation 2048.80
Sanitary Manhole Rim Elevation 2048.20
10511 2066.87
Communication Manhole Rim Elevation 2064.64
Communication Manhole Rim Elevation 1976.61
Drainage Manhole Rim Elevation 1976.67
Communication Manhole Rim Elevation 1973.36
Sanitary Manhole Rim Elevation 1980.23
Drainage Manhole Rim Elevation 1965.30
Communication Manhole
Rim Elevation 1978.64
Sanitary Manhole Rim Elevation 2067.98
WW
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DRAFT COPY
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PECOS ROAD
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DEER SPRINGS WAY
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ALUMINUM CAP PLS 10598
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BRASS CAP IN WELL PLS 10598
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ALUMINUM CAP PLS 7755
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BRASS CAP IN CONCRETE PLS 16224
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BRASS CAP IN CONCRETE PLS 11174
AutoCAD SHX Text CP #2 ALUMINUM CAP IN CURB PLS 21263 N:26805124.1800' E:799473.2680' ELEV:2051.60'
AutoCAD SHX Text CP #1 3" ALUMINUM CAP PLS 9389 BEHIND BUILDING 8 N:26806701.2100' E:800308.7580' ELEV:2083.95'
AutoCAD SHX Text BM #1 ALUMINUM CAP IN CONCRETE COLLAR OF SEWER MANHOLE PLS 21263 N:26806275.2200' E:801425.4300' ELEV:2077.43'
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CHASE
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EQUIPMENT PAD - ELEVATION =35'-8"
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EQUIPMENT PAD - ELEVATION =35'-8"
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DN
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UP
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1H113A
VESTIBULE
1H113A
VESTIBULE
Slope
Slope
General Notes:
A. Provide fire stopping and caulking at fire rated walls and ceiling assemblies to maintain the integrity of fire rated constructions. See reference plans for fire rated walls and ceilings.
B. Contractor shall provide personnel certified for installation of sliding glass doors.
Key Notes
1. Provide and install new automatic door assembly.
2. Provide connection of automatic openers to existing Fire Alarm System per NFPA 101.
When fire alarm is activated, the doors shall be able to be opened without the use of automatic openers. Coordinate exact rough-in location and requirements with door opener manufacturer and interlock with existing and new card readers.
3. New card reader to match existing. Contractor to verify new equipment can be integrated and serviced with existing VA system.
4. Existing column to remain.
5. New card reader
6. New handwave device
7. Existing door assembly, frame, and threshold to be demolished
8. limits of work
9. Concrete to be demolished-Contractor to verify full extent 10.New concrete walkway per VA specifications.
11.New drainage channel.
12.Existing roof drain leaders 13.Demolish portion of sidewalk to allow for drainage gutter-provide and install new galvanized steel pedestrian rated plate with non slip surface 14.New canopy post-Size and location to be determined
Deferred Submittals/Shop Drawings Required
- New Door Assemblies
- Steel Entry Canopy
- Fabric Shade Canopy
- Patio Canopy
4 4
1, 2
D ra w in g Ti tle
A pp ro ve d:
R e vi s io n s:
D a te
S ca le
A pp ro ve d:
Jo na th an
G . S an ch ez , C hi ef
E ng in ee r W ill ia m J
. C ar on , P
T, M
H A
, F A
C H
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N o t to
S c a le
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T itl e
D at e
Lo ca tio n
C he ck ed
B ui ld in g N um be r
P ro je ct
N um be r
D ra w in g N um be r
D ra w n
D o rt h
L a s V e g a s N
V
U
PG
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AD
E_
EN
TR
_D
O O
-2
-1
/1
/2
D N
H M
S
S O
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H
E N
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_D E
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D ra w in g Ti tle
A pp ro ve d:
R e vi s io n s:
D a te
S ca le
A pp ro ve d:
Jo na th an
G . S an ch ez , C hi ef
E ng in ee r W ill ia m J
. C ar on , P
T, M
H A
, F A
C H
E, M ed ic al C en te r D ire ct or
N o t to
S c a le
P ro je ct
T itl e
D at e
Lo ca tio n
C he ck ed
B ui ld in g N um be r
P ro je ct
N um be r
D ra w in g N um be r
D ra w n
D o rt h
L a s V e g a s N
V
U
PG
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EN
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_D
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-1
G
R A
P H
IC
A
L
R E
P R
E S
E N
T
IV
E S
/1
/2
_7
D N
H M
S
Conceptual Perspective 2 - South East view2
Conceptual Perspective 1 - North West View1 existing Site 23
Existing Site 14
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