A-601 Revised.pdf
PDF 778 KB Posted
- Attached to
- Y1DA--Project # 596-19-102 Construction to Renovate Building 39 for Transportation and Grounds.
- Solicitation number
- 36C24921R0056
About this file
This document package includes architectural drawings and specifications for the renovation of Building 39 at a Department of Veterans Affairs medical center to support transportation and grounds functions, as well as the corresponding solicitation for construction services. Key details of the project include renovating and upgrading existing spaces for vehicle maintenance, storage, and support areas; installing new doors, windows, walls, and finishes; and addressing life safety and accessibility requirements. Bidders are invited to submit responses to Solicitation 36C24921R0056 by the specified due date to provide construction services for the planned renovations in accordance with the drawings and specifications. The award is expected to be issued shortly after the response deadline.
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Other files
| File | Type | Posted |
|---|---|---|
| 09 3013 TILING.pdf | ||
| A-401 Revised.pdf | ||
| CU 001 CU 002 CU 003.pdf | ||
| 07 7200 ROOF ACCESSORIES.pdf | ||
| 36C24921R0056 0002.docx | DOCX document | |
| Roof Pictures.pdf | ||
| Solicitation Questions and Answers.pdf | ||
| 36C24921R0056 0001.docx | DOCX document | |
| Site Visit Sign-In Sheet.pdf | ||
| Project Drawings 3 of 3.pdf | ||
| Project Specifications.pdf | ||
| Project Drawings 1 of 3.pdf | ||
| Pricing Schedule.xlsx | XLSX spreadsheet | |
| Project Drawings 2 of 3.pdf | ||
| Past Performance Questionnaire.pdf | ||
| Statement of Work.pdf | ||
| 36C24921R0056_1.docx | DOCX document | |
| Wage Determination KY20210090 01-15-2021.pdf |
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Text version
1/2"
PLAN
SEE
FLOOR 1/2"
09 2900.D2
08 1113.B1
08 1113.A2
08 1113.C2
07 9200.A1
09 2900.D2
08 1113.A2
07 9200.A1
1/2"
PLAN
SEE
FLOOR 1/2"
09 2216.C1
09 2216.C2
09 2216.E4
08 1113.B1
08 1113.A2
07 9200.A1
09 2900.K1
07 2113.B3 09 2900.D4
06 1000.C1
1/4" 5 7/8" 1/4"
08 1113.B1
08 1113.A2
07 9200.A1
09 2900.K1
07 2113.B3 09 2900.D4
05 4000.P2
05 4000.F4
07 2113.A3
06 1000.C1
1/4" 5 7/8" 1/4"
F FG
SEE SCH. SEE SCH.
S E E S C H
S E E S C H
S E E S C H . F O R G L.
1'
N
SEE SCH.
S E E S C H
S E E S C H . F O R G L.
G
SEE SCH.
S E E S C H
S E E S C H . F O R G L.
5" 5" 6" 9"
8" 2' 1/ 2"
6" 6"
8" 2' 1/ 2"
2" 2"
2"
4"
2"2"
1' -4 /2
M A X
E Q
E Q
1'
ANSI DOOR HARDWARE LOCATIONS
NOTE: DOORS OVER
90" TALL HAVE 2 PAIR
OF HINGES
LOCKSETS, EXIT
DEVICES, HOSPITAL
LATCHES
PULL PLATE,
COMBINATION PUSH &
PULL BARS
PUSH PLATE, HOSPITAL
ARM PULLS
DEADLOCK
SECURITY VIEWER
ASSUMES 3/4" DOOR UNDERCUT
GENERAL NOTE
1.
2.
3.
/4
FINISH FLOOR
REFER TO WALL SECTIONS & INTERIOR PARTITION TYPES FOR ADDITIONAL NOTES
REGARDING TYPICAL WALL CONSTRUCTION.
HANDING AS INDICATED ON PLANS.
PROVIDE LEAD LINED HOLLOW METAL FRAMES IN THICKNESS EQUIVALENCY AS
INDICATED ON THE FLOOR PLANS.
ROOM SIDE - PULL
CORRIDOR SIDE - PUSH
PARALLEL-ARM CLOSER,
MOUNTED TO DOOR
REGULAR MOUNT CLOSER,
MOUNTED TO DOOR
DOOR CLOSER LOCATIONS - UNLESS OTHERWISE NOTED
ROOM SIDE - PUSH
CORRIDOR SIDE - PULL
2' -0
4' -1 0"
2"
6'-0"
GL-2
G
A-601
H
A-601
FIRST LEVEL
101' - 0"
4'-0"
3' -1 0"
3' -0
2"
GL-1
G
A-601
H
A-601
FIRST LEVEL
101' - 0"
3' -1 0"
3' -0
2"
6'-0"
GL-1
G
A-601
H
A-601
1" 4 1/2" 1"
6 3/8"
09 2900.K1
07 9200.A1
08 4113.A0
09 2900.D4
07 2113.B3
05 4000.C1
05 4000.F4
07 2113.A3
06 1000.C1
06 1000.C5
09 2900.K1
09 2900.D4
07 2113.B305 4000.P2
07 9200.A1
09 2900.K1
09 2900.D2
05 4000.F4
08 4113.A0
06 1600.D3
07 9200.A1
05 7000.A1
08 3300.B1
08 3300.B2
09 2900.J1
09 2900.D4
07 9200.A1
09 2216.B1
07 2113.B4
07 1326.B1
5/8" 6 7/8"
/4
1"
5/8"
04 2000.A15
CUT AS REQUIRED
04 2000.A16
08 3300.D1
ASH STORAGE
115' - 3"
05 1200.A6
05 1200.A4
08 3300.A1
EXISTING WALL ASSEMBLY
04 2000.A0
EXISTING
05 5000.Q4 05 5000.Q4
07 9200.B1
08 3300.E2
08 3300.B1
08 3300.A2
08 3300.B1
FACE OF EXISTING
CONCRETE BEAM OVERHEAD
EXTEND TO BEAM
OVERHEAD
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
FULLY SPRINKLERED
Management
Office of Construction and Facilities
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
1101 VETERANS DRIVE, LEXINGTON, KY
RENOVATE B-39 FOR
TRANSPORTATION & GROUNDS
596-19-102 JRA Architects 3225 Summit Square Place Lexington KY 40509 859-252-6781
C U s e rs \m d e lu c a \D o c u m e n ts \V
A L
E E
S T
O W
N B
L D
G p m w d e lu c a .r v t
/1
/2
:2
:4
A
M
A-601
DOOR AND WINDOW SCHEDULE
AND DETAILS
11/16/2020 SW MD
1 1/2" = 1'-0" C
DOOR DETAILS
1/4" = 1'-0"
A
DOOR TYPES
1/4" = 1'-0" B
DOOR FRAME TYPES
DOOR AND FRAME SCHEDULE
NO.
DOORS FRAMES HARDWARE
RATING (MIN.) REMARKSPAIR
SIZE
MAT'L. TYPE GLAZ. MAT'L. TYPE
DETAILS
CLOSER SET NO.LEAF 1 WIDTH LEAF 2 WIDTH HEIGHT THICK. JAMB HEAD THRESH.
100-A PR. 2' - 6" 2' - 6" 7' - 0" 1 3/4" H.M. N H.M. C/A-501 N/A-531 -- -- 7 0
100-B -- 3' - 6" 6' - 8" 1 3/4" WD. G GL-1 H.M. 101 201 -- -- 3 0
100-C PR. 3' - 8 1/4" 3' - 8 1/4" 6' - 10" 1 3/4" H.M. F -- -- -- -- 7 0
100A -- 3' - 6" 6' - 8" 1 3/4" WD. G GL-1 H.M. 101 201 -- -- 1 0
101 -- 3' - 6" 6' - 8" 1 3/4" WD. G GL-1 H.M. 101 201 -- -- 1 0
103 -- 8' - 0" 10' - 0" 1 3/4" EXIST. RC EXIST. -- -- EXIST. 0 PAINT EXISTING DOOR AND FRAME, P-1
104 -- 3' - 6" 6' - 8" 1 3/4" WD. F H.M. 101 201 -- -- 2 0
105 -- 3' - 6" 6' - 8" 1 3/4" WD. F H.M. 101 201 -- -- 3 0
106 -- 3' - 6" 6' - 8" 1 3/4" WD. F H.M. 101 201 -- -- 2 0
107 -- 3' - 6" 6' - 8" 1 3/4" WD. G GL-1 H.M. 101 201 -- -- 3 0
108 -- 3' - 6" 6' - 8" 1 3/4" H.M. G GL-1 H.M. 102 202 -- -- 3 0
109 14' - 1" OVERHEAD DOOR - REFER TO
ELEVATIONS
109A -- 3' - 0" 6' - 8" 1 3/4" H.M. F 101 201 -- -- 4 0
110 14' - 1" OVERHEAD DOOR - REFER TO
ELEVATIONS
111 -- 3' - 6" 6' - 8" 1 3/4" H.M. G GL-1 H.M. 102 202 -- -- 1 0
112-A -- 3' - 0" 6' - 8" 1 3/4" H.M. F H.M. C/A-501 N/A-531 -- -- 5 0
112-C 14' - 1" OVERHEAD DOOR - REFER TO
ELEVATIONS
113 -- 3' - 6" 6' - 8" 1 3/4" H.M. F ALUM. 101 201 -- -- 4 0
114 -- 3' - 0" 7' - 0" 1 3/4" F 102 202 -- 6 0
114-A 13' - 0 1/2"
115 -- 3' - 0" 6' - 8" 1 3/4" -- F H.M. C/A-501 N/A-531 -- -- -- CASED OPENING
116 -- 3' - 6" 6' - 8" 1 3/4" WD. G GL-1 H.M. 101 201 -- -- 1 0
117 -- 3' - 6" 6' - 8" 1 3/4" H.M. F 102 202 -- -- 4 0
118-A -- 3' - 0" 7' - 0" 1 3/4" EXIST. F EXIST. 102 202 -- -- EXIST. 0 PAINT EXISTING DOOR AND FRAME, P-1
118-B PR. 2' - 6" 2' - 6" 7' - 0" 1 3/4" EXIST. V EXIST. 102 202 -- -- EXIST. 0 PAINT EXISTING DOOR AND FRAME, P-1
139 PR. 2' - 6" 2' - 6" 7' - 0" 1 3/4" EXIST. G EXIST. -- -- -- -- EXIST. 0
201 -- 3' - 0" 7' - 0" 1 3/4" H.M. F 102 202 -- -- 4 0
202 -- 3' - 0" 7' - 0" 1 3/4" H.M. F 102 202 -- -- 4 0
203 -- 2' - 6" 7' - 0" 1 3/4" EXIST. F EXIST. 102 202 -- -- EXIST. 0
204 -- 3' - 0" 7' - 0" 1 3/4" EXIST. F EXIST. 102 202 -- -- EXIST. 0
205 PR. 2' - 6" 2' - 6" 5' - 0" 1 3/4" EXIST. F EXIST. -- - -- -- EXIST. 0 PAINT EXISTING DOOR AND FRAME, P-1
ST-A -- 3' - 0" 6' - 8" 1 3/4" H.M. N GL-1 H.M. --- --- -- -- 5 0
TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES
FIRE TEST STANDARD MARKING DEFINITION OF MARKING
ASTM E 119 OR UL 263 W MEETS WALL ASSEMBLY CRITERIA.
NFPA 257 OR UL 9 OH MEETS FIRE WINDOW ASSEMBLY CRITERIA INCLUDING HOSE STREAM TEST.
NFPA 252 OR UL 10B OR UL 10C D MEETS FIRE DOOR ASSEMBLY CRITERIA
NFPA 252 OR UL 10B OR UL 10C H MEETS FIRE DOOR ASSEMBLY "HOSE STREM" TEST.
NFPA 252 OR UL 10B OR UL 10C T MEETS 450"F TEMPERATURE RISE CRITERIA FOR 30 MINUTES.
XXX THE TIME IN MINUTES OF THE FIRE RESISTANCE OR FIRE PROTECTION
RATING OF THE GLAZING ASSEMBLY.
GLAZING SCHEDULE
MARK TYPE
GL-1 1/4" TEMPERED GLAZING
GL-2 1" INSULATED TEMPERED GLAZING W/ ONE LAYER
LAMINATED TEMPERED GLASS
KEYNOTE LEGEND
KEY VALUE KEYNOTE DESCRIPTION
04 2000.A0 FACE BRICK
04 2000.A15 EXISTING MASONRY WALL - CUT BRICK AS REQ'D
04 2000.A16 TOOTH IN NEW MASONRY AT ENLARGED OPENINGS - SOURCE FROM
REMOVED BRICKS WHERE POSSIBLE
05 1200.A4 EXISTING STRUCTURAL STEEL BEAM ASSEMBLY - REFER TO
STRUCTURAL
05 1200.A6 EXISTING LINTEL ASSEMBLY - V.I.F.
05 4000.C1 CONTINUOUS COLD-FORMED METAL ANGLE
05 4000.F4 6" COLD-FORMED METAL STUD
05 4000.P2 3 5/8" COLD-FORMED BOX HEADER
05 5000.Q4 5" x 5" x 1/4" STEEL TUBE SUPPORT. PROVIDE BASE PLATE ATTACHED TO
SLAB AND CONCRETE BEAM OVERHEAD WITH EPOXY-SET THREADED
BOLTS
05 7000.A1 DECORATIVE BREAK METAL - MATCH SURROUNDING ALUMINUM
WINDOWS
06 1000.C1 CONTINUOUS WOOD BLOCKING
06 1000.C5 WOOD SHIMS AS REQUIRED
06 1600.D3 1/2" FIRE RETARDANT TREATED PLYWOOD SHEATHING
07 1326.B1 DRAINAGE BOARD
07 2113.A3 R-15 BLANKET INSULATION
07 2113.B3 1 1/2" RIGID INSULATION
07 2113.B4 2" RIGID INSULATION
07 9200.A1 CONTINUOUS SEALANT
07 9200.B1 CONTINUOUS SEALANT AND BACKER ROD
08 1113.A2 HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE
08 1113.B1 JAMB ANCHORS
08 1113.C2 SPOT GROUT
08 3300.A1 OVERHEAD COILING DOOR - REFER TO DOOR SCHEDULE
08 3300.A2 OVERHEAD COILING DOOR WITH INTEGRATED MAN DOOR - REFER TO
DOOR SCHEDULE
08 3300.B1 COILING DOOR JAMB GUIDE
08 3300.B2 JAMB GUIDE ANGLE
08 3300.D1 TERMAL BREAK
08 3300.E2 INTEGRATED H.M. MAN-DOOR AND FRAME BY COILING DOOR
MANUFACTURER
08 4113.A0 ALUMINUM STOREFRONT WINDOW SYSTEM
09 2216.B1 2 1/2" NON-STRUCTURAL METAL STUD FRAMING
09 2216.C1 3 5/8" NON-STRUCTURAL METAL STUD FRAMING
09 2216.C2 DOUBLE 3 5/8" NON-STRUCTURAL METAL STUDS
09 2216.E4 6" BOX HEADER
09 2900.D2 5/8" GYPSUM BOARD - ABUSE RESISTANT, TYPE 'X'
09 2900.D4 5/8" GYPSUM BOARD - MOISTURE AND MOLD RESISTANT, TYPE 'X'
09 2900.J1 CORNER BEAD
09 2900.K1 SPECIALTY TRIM - 1
3/8" = 1'-0" W1
WINDOW TYPE W1
3/8" = 1'-0"
W2
WINDOW TYPE W2
3/8" = 1'-0" W3
WINDOW TYPE W3
3" = 1'-0" H
INTERIOR WINDOW SILL DETAIL
3" = 1'-0" G
INTERIOR WINDOW HEAD DETAIL
1 1/2" = 1'-0" E
OVERHEAD DOOR JAMB DETAIL
B/A-531
B/A-531
B/A-531
E/A-601
E/A-601
E/A-601
J/A-601
12'-0"
12'-0"
12'-0"
9'-1 1/4"
1 1/2" = 1'-0" F
OVERHEAD DOOR HEAD DETAIL
F/A-601
1 1/2" = 1'-0" J
OVERHEAD DOOR JAMB DETAIL
Revisions: Date:
| Sheets |
| A-601 - DOOR AND WINDOW SCHEDULE AND DETAILS |
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