Attachment 2 - Drawings.pdf
PDF 6 MB Posted
- Attached to
- NAL Building Envelope Repair Federal contract opportunity
- Solicitation number
- 1232SA26Q0258
About this file
This document is a 100% Design Submittal for a building envelope repair and window replacement project at the National Agricultural Library (NAL) located in Beltsville, Maryland, operated by the U.S. Department of Agriculture Agricultural Research Service. The project, designated as A-E Contract No. 12305B21D0013 and A-E Task Order No. 1232SA24F0143, involves replacing all window systems (curtain wall) on the ground, first, and second floors of the NAL building.
The base bid consists of all air infiltration and shaft work, excluding curtain wall replacement. Three bid options are available: Option #1 covers curtain wall replacement at the Annex Building; Option #2 addresses the Tower's North Elevation including the visitor main lobby and vestibule; and Option #3 covers the Tower's South Elevation including removal and reinstallation of an existing catwalk. The design package includes 20 sheets of construction drawings prepared by Johnson-McAdams, P.A., detailing mechanical basement and floor plans, elevations, window schedules and frame elevations, window details, door elevations, shaft enclosures, and sealant work specifications. The drawings specify thermally broken aluminum curtain wall systems with anodized bronze finish, 2-1/2" sight line with varying frame depths, insulated glazing systems (IG-1, IG-2, IG-3 types), and associated hardware and flashing requirements. Sealant work throughout the building includes sealing air infiltration points, door frame perimeters, pipe and duct penetrations, wall gaps, and CMU joints, with quantities specified for each location by floor. The project also includes replacement of coiling doors with insulated, air-tight units and provision of fire-rated shaft wall enclosures in the mechanical basement through first floor.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_1232SA26Q0258_Amd_0001.pdf | ||
| RFIs and Responses.docx | DOCX document | |
| Attachment 4 - Wage Determination .pdf | ||
| Sol_1232SA26Q0258.pdf | ||
| Attachment 1 - SOW.docx | DOCX document | |
| Attachment 3 - Specifications.pdf |
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Text version
PROJECT
LOCATION
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
AGRICULTURAL RESEARCH SERVICE
U.S. DEPARTMENT OF AGRICULTURE
NATIONAL AGRICULTURAL LIBRARY - BELTSVILLE, MD
LOCATION MAPVICINITY MAP
NORTH NORTH
GENERAL PROJECT DESCRIPTION
THE PRIMARY PURPOSE OF THIS PROJECT IS TO REPLACE ALL WINDOW SYSTEMS (CURTAIN
WALL) ON THE GROUND, FIRST, AND SECOND FLOORS.
BASE BID:
THE BASE BID SHALL CONSIST OF ALL AIR INFILTRATION AND SHAFT WORK INCLUDED IN THESE
DOCUMENTS WITH THE EXCEPTION OF THE BID OPTIONS DESCRIBED BELOW. THERE IS NO
CURTAIN WALL WORK IN THE BASE BID.
BID OPTIONS:
BID OPTION #1: REPLACE CURTAIN WALL SYSTEM AT THE ANNEX BUILDING; SEE ALL CURTAIN
WALL SCOPE SHOWN ON SHEETS A-301 AND A-302.
BID OPTION #2: REPLACE CURTAIN WALL SYSTEM AT TOWER'S NORTH ELEVATION (VISITOR MAIN LOBBY) INCLUDING VESTIBULE. SEE FIRST AND SECOND FLOOR PLANS SHEETS A-102 AND A-103.
WINDOW F-101.
BID OPTION #3: REPLACE CURTAIN WALL SYSTEM AT TOWER'S SOUTH ELEVATION INCLUDING
REMOVAL AND REINSTALLATION OF EXISTING CATWALK. SEE FIRST AND SECOND FLOOR PLANS
SHEETS A-102 AND A-103. WINDOW I-101.
PROJECT LOCATION
NATIONAL AGRICULTURAL LIBRARY
10301 BALTIMORE AVE
BELTSVILLE, MD
NO SCALE NO SCALE
NAL BUILDING ENVELOPE REPAIR
AND WINDOW REPLACEMENT
100% DESIGN SUBMITTAL
TITLE SHEET
G-101 1 20
A-E CONTRACT NO: 12305B21D0013
A-E TASK ORDER NO: 1232SA24F0143
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
DRAWING NO.
INDEX OF DRAWINGS
SHEET NO. TITLE
G-101
G-102
A-100
A-101
A-102
A-103
A-104
A-105
A-106
A-201
A-202
A-203
A-204
A-301
A-302
A-303
A-401
A-402
A-501
A-502
TITLE SHEET
DRAWING INDEX
MECHANICAL BASEMENT PLAN - RENOVATION
GROUND FLOOR PLAN - RENOVATION
FIRST FLOOR PLAN - RENOVATION
SECOND FLOOR PLAN - RENOVATION
THIRD AND FOURTH FLOOR PLANS - RENOVATION
FIFTH THRU FOURTEENTH FLOOR PLANS - RENOVATION
MECHANICAL PENTHOUSE FLOOR PLAN - RENOVATION
NORTH ELEVATION - RENOVATION
SOUTH ELEVATION - RENOVATION
WEST ELEVATION - RENOVATION
EAST ELEVATION - RENOVATION
WINDOW SCHEDULE & FRAME ELEVATIONS
WINDOW FRAME ELEVATIONS
WINDOW FRAME ELEVATIONS
WINDOW DETAILS
WINDOW DETAILS - BID OPTION 2 AND 3
ENLARGED MECHANICAL BASEMENT PLANS AND SECTIONS
SHAFT ENCLOSURE AT MECHANICAL BASEMENT THRU FIRST FLOOR
DRAWING INDEX
G-102 2 20
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
P
N
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H.2
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A
10987654
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ELEV #3
ELEV #2
ELEV #1
ELEV PITS
MB-01
STORAGE
MB-14
GEAR ROOM
MB-13
CORRIDOR
MB-10
AREAWAY
BOILER ROOM
MB-09
FAN ROOM
MB-08
ELEC SWITCHGEAR
MB-06COMM ROOM
MB-18
LOCKERS
MB-04
CO
RR
ID
OR
MB
-0
MEN
MB-03
METER ROOM
MB-19
PLENUM
MB-20
INTAKE AREAWAY
STAIR #2
MB-S2
COMPUTER AUXILIARY
MB-05
PUMP ROOM
MB-07
STAIR #4
MB-S4
CHASE
AREAWAY
AREAWAY
MACHINE ROOM
MB-15
MACHINE ROOM
MB-17
STAIR #1
MB-S1
MECHANICAL BASEMENT PLAN - RENOVATION
SCALE: 3/32"=1'-0"
PLAN
NORTH
A-100
MECHANICAL BASEMENT PLAN
- RENOVATION
A-100 3 20
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
EXISTING TO REMAIN
(NO WORK)
EXISTING TO REMAIN
(NO WORK)
EXISTING TO REMAIN
(NO WORK)
EXISTING TO REMAIN
(NO WORK)
A-501
SEAL ENTIRE PERIMETER
OF INTAKE HOUSING AND
WALL INTERFACE. PROVIDE
40 LF OF SEALANT.
SEAL ENTIRE PERIMETER
OF INTAKE HOUSING AND
WALL INTERFACE. PROVIDE
40 LF OF SEALANT.
SEAL PIPE AND DUCT
PENETRATIONS IN CEILING
AND WALLS OF THIS ROOM.
PROVIDE 25 LF OF SEALANT
SEAL PIPE AND DUCT
PENETRATIONS IN CEILING
AND WALLS OF THIS ROOM.
PROVIDE 25 LF OF SEALANT
PROVIDE THE FOLLOWING HARDWARE FOR
THE EXISTING DOOR SELECTED, TO SEAL THE
PERIMETER AROUND THE EXISTING DOOR
FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
REPLACE EXISTING COILING DOOR WITH INSULATED, AIR-TIGHT
COILING DOOR TO FIT IN EXISTING OPENING (9'-0" WIDE X 11'-0" TALL);
FIELD VERIFY; SEAL PERIMETER OF THE DOOR; SEAL ALL WALL
PENETRATIONS IN THIS AREA BETWEEN COILING DOOR AND COLUMN
LINE K (APPROX. 10 HOLES); ELECTRICAL SERVICE IS IN PLACE FOR
EXISTING COILING DOOR; UTILIZE THIS SERVICE FOR ELECTRIC
OPERATION OF NEW COILING DOOR INSTALLATION;
RE: SPECIFICATIONS.
EXISTING SHAFT EXISTING SHAFT
PROVIDE THE FOLLOWING HARDWARE FOR
THE EXISTING DOOR SELECTED, TO SEAL THE
PERIMETER AROUND THE EXISTING DOOR
FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
N
M
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A
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12 13 14 15 16 17321
MEN
G-19
ELEC
G-20
CLOSET
G-21
COMMON AREA
G-18
COMM
G-22
WOMEN
G-23
JAN
G-24
CHASE
CHASE
CHASE
CHASE
OFFICE
G-25
OFFICE AREA
G-20
RECORDS
G-32
CO
MM
G-
EL
EC
G-
CORRIDOR
G-29
CORRIDOR
G-33
CORRIDOR
G-48
COMM
G-35
CO
MM
G-
EL
EC
G-
STAIR #1
G-S1
LOBBY
G-37
MAIL RM
G-38
SUPPLY RM
G-39
TRASH RM
G-42
LOADING AREA
G-41
VE
ST
IB
UL
E G-
MEN
G-44
WOMEN
G-45
DW
JAN
G-46
RECEIVING
G-40
RECEIVING RM
G-43
ELEV
#3
ELEV
#2
ELEV
#1
GROUND FLOOR PLAN - RENOVATION
SCALE: 3/32"=1'-0"A-101
GROUND FLOOR PLAN
- RENOVATION
A-101 4 20
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
A-201
A-202
A-204
A-203
CG1 CG2
AG1AG2AG3BG1
BG2
AG6
AG5
AG4BG3 AG7 AG8 AG9 AG10 AG11
AG12
AG13
AG14
AG19 AG18 AG16AG17 AG15
HG1
BG6
BG5
BG4
PLAN
NORTH
EXISTING TO REMAIN
(NO WORK)
EXISTING TO REMAIN
(NO WORK)
EXISTING TO REMAIN
(NO WORK)
EXISTING TO REMAIN
(NO WORK)
A-501
PROVIDE THE FOLLOWING HARDWARE FOR THE
EXISTING DOOR SELECTED, TO SEAL THE
PERIMETER AROUND THE EXISTING DOOR FRAME
TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR FRAME
NOTE: ALL HARDWARE FINISHES ARE TO MATCH
THOSE FOUND ON DOORS THROUGHOUT THE
ADJACENT AREA.
REPLACE EXISTING COILING DOOR WITH
INSULATED, AIR-TIGHT COILING DOOR TO
FIT IN EXISTING OPENING (15'-10" WIDE X
8'-8" TALL); FIELD VERIFY; SEAL PERIMETER
OF THE DOOR; ELECTRICAL SERVICE IS IN
PLACE FOR EXISTING COILING DOOR;
UTILIZE THIS SERVICE FOR ELECTRIC
OPERATION OF NEW COILING DOOR
INSTALLATION; RE: SPECIFICATIONS.
A-302
LEGEND
A101 NEW WINDOW MARKER; RE: A-300 SHEETS FOR
WINDOW SCHEDULE AND FRAME ELEVATIONS
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A
P
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ELEV
#3
ELEV
#2
ELEV
#1
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
FIRST FLOOR PLAN - RENOVATION
SCALE: 3/32"=1'-0"A-102
FIRST FLOOR PLAN
- RENOVATION
A-102 5 20
GRAPHIC SCALE
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
A-201
A-202
A-204
A-203
C101 C102
A101A102A103B101
B102
D101
A104B103 A106 A108
A116
A115 A113A114 A112 A111 B106
B105
B104A105
D103D102
D105
D104
A107
A109 A110
E102E102
I101 I101
F101 F101
G101 G103G102
PLAN
NORTH
LIMITS OF BID OPTION #3
SEE SHEET A-303 FOR WINDOW
ELEVATION
LIMITS OF BID OPTION #2
SEE SHEET A-303 FOR WINDOW
ELEVATION
EXISTING TO REMAIN
(NO WORK)
EXISTING TO REMAIN
(NO WORK)
EXISTING TO REMAIN
(NO WORK)
EXISTING TO REMAIN
(NO WORK)
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
LEGEND
A101 NEW WINDOW MARKER; RE: A-300 SHEETS FOR
WINDOW SCHEDULE AND FRAME ELEVATIONS
N
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A
10987654
D
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B
A
P
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K
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12 13 14 15 16 17321
ELEV
#3
ELEV
#2
ELEV
#1
SECOND FLOOR PLAN - RENOVATION
SCALE: 3/32"=1'-0"A-103
SECOND FLOOR PLAN
- RENOVATION
A-103 6 20
GRAPHIC SCALE
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
A-201
A-202
A-204
A-203
I101
F101
REMOVE AND RE-INSTALL EXISTING
CATWALK AS PART OF BID OPTION #3
PLAN
NORTH
LIMITS OF BID OPTION #3
SEE SHEET A-303 FOR WINDOW
ELEVATION
LIMITS OF BID OPTION #2
SEE SHEET A-303 FOR WINDOW
ELEVATION
SEAL ALL GAPS, PENETRATIONS
ALONG ENTIRE PERIMETER OF THIS
WALL TYPICAL ON ALL FLOORS.
UTILIZE FIRE-RATED CAULK TO SEAL
THE GAPS; PROVIDE 400 LF OF
SEALANT PER FLOOR
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
LEGEND
A101 NEW WINDOW MARKER; RE: A-300 SHEETS FOR
WINDOW SCHEDULE AND FRAME ELEVATIONS
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
REMOVE ALL EXISTING CONDUITS AND OTHER ITEMS THAT ARE
ATTACHED TO EXISTING WINDOW SYSTEM AND RE-ATTACH TO
NEW WINDOW SYSTEM AS PART OF BID OPTION #3
1110987654
N
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ELEV
#3
ELEV
#2
ELEV
#1
1110987654
P
N
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K
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ELEV
#3
ELEV
#2
ELEV
#1
THIRD FLOOR PLAN - RENOVATION
SCALE: 3/32"=1'-0"A-104
THIRD AND FOURTH FLOOR PLANS
- RENOVATION
A-104 7 20
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
PLAN
NORTH
SCALE: 3/32"=1'-0"A-104
PLAN
NORTH
EXISTING TO REMAIN
(NO WORK)
EXISTING TO REMAIN
(NO WORK)
FOURTH FLOOR PLAN - RENOVATION
SEAL ALL GAPS, PENETRATIONS
ALONG ENTIRE PERIMETER OF
THIS WALL TYPICAL ON ALL
FLOORS. UTILIZE FIRE-RATED
CAULK TO SEAL THE GAPS;
PROVIDE 400 LF OF SEALANT
PER FLOOR
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
PROVIDE THE FOLLOWING
HARDWARE FOR EACH EXISTING
DOOR SELECTED, TO SEAL THE
PERIMETER AROUND EACH
EXISTING DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR
BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT
PER DOOR FRAME
NOTE: ALL HARDWARE FINISHES
ARE TO MATCH THOSE FOUND ON
DOORS THROUGHOUT THE
ADJACENT AREA.
SEAL ALL GAPS, PENETRATIONS
ALONG ENTIRE PERIMETER OF
THIS WALL TYPICAL ON ALL
FLOORS. UTILIZE FIRE-RATED
CAULK TO SEAL THE GAPS;
PROVIDE 400 LF OF SEALANT
PER FLOOR
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
N
M
L.5
K
J
H.2
G
F
E
L
H
ELEV
#3
ELEV
#2
ELEV
#1
1110987654
P
N
M
L.5
K
J
H.2
G
F
E
L
H
ELEV
#3
ELEV
#2
ELEV
#1
FIFTH THRU FOURTEENTH FLOOR PLANS
- RENOVATION
A-105 8 20
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
FOURTEENTH FLOOR PLAN - RENOVATION
SCALE: 3/32"=1'-0"A-105
PLAN
NORTH
FIFTH THRU THIRTEENTH FLOOR PLAN - RENOVATION
SCALE: 3/32"=1'-0"A-105
PLAN
NORTH
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
PROVIDE THE FOLLOWING
HARDWARE FOR EACH EXISTING
DOOR SELECTED, TO SEAL THE
PERIMETER AROUND EACH
EXISTING DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR
BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT
PER DOOR FRAME
NOTE: ALL HARDWARE FINISHES
ARE TO MATCH THOSE FOUND ON
DOORS THROUGHOUT THE
ADJACENT AREA.
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL PERIMETER OF DUCTS
LOCATED ALONG THIS AREA;
PROVIDE 20 LF OF SEALANT
SEAL ALL GAPS, PENETRATIONS
ALONG ENTIRE PERIMETER OF
THIS WALL TYPICAL ON ALL
FLOORS. UTILIZE FIRE-RATED
CAULK TO SEAL THE GAPS;
PROVIDE 400 LF OF SEALANT
PER FLOOR
SEAL ALL GAPS, PENETRATIONS
ALONG ENTIRE PERIMETER OF
THIS WALL TYPICAL ON ALL
FLOORS. UTILIZE FIRE-RATED
CAULK TO SEAL THE GAPS;
PROVIDE 400 LF OF SEALANT
PER FLOOR
N
M
L.5
K
J
H.2
G
F
E
L
H
ELEV
#3
ELEV
#2
ELEV
#1
MECHANICAL PENTHOUSE
FLOOR PLAN - RENOVATION
A-106 9 20
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
MECHANICAL PENTHOUSE FLOOR PLAN - RENOVATION
SCALE: 3/32"=1'-0"A-106
PLAN
NORTH
REMOVE AND REPLACE
DETERIORATED SEALANT AND
PROVIDE NEW SEALANT AND
BACKER ROD AT CMU TO CMU
JOINT AT THIS LOCATION;
PROVIDE 30 LF OF SEALANT
REMOVE AND REPLACE
DETERIORATED SEALANT AND
PROVIDE NEW SEALANT AND
BACKER ROD AT CMU TO CMU
JOINT AT THIS LOCATION;
PROVIDE 30 LF OF SEALANT
REMOVE AND REPLACE DETERIORATED SEALANT
AND PROVIDE NEW SEALANT AND BACKER ROD
AT CMU TO CONCRETE JOINTS AT THIS
LOCATION (APPROX. 25 JOINTS) FIELD VERIFY;
PROVIDE 800 LF OF SEALANT
PROVIDE THE FOLLOWING HARDWARE FOR
EACH EXISTING DOOR SELECTED, TO SEAL
THE PERIMETER AROUND EACH EXISTING
DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT PER DOOR
FRAME
NOTE: ALL HARDWARE FINISHES ARE TO
MATCH THOSE FOUND ON DOORS
THROUGHOUT THE ADJACENT AREA.
PROVIDE THE FOLLOWING
HARDWARE FOR EACH EXISTING
DOOR SELECTED, TO SEAL THE
PERIMETER AROUND EACH
EXISTING DOOR FRAME TO REMAIN:
· PERIMETER DOOR GASKETING
· SURFACE PLATE DOOR
BOTTOM SWEEP
· PROVIDE 40 LF OF SEALANT
PER DOOR FRAME
NOTE: ALL HARDWARE FINISHES
ARE TO MATCH THOSE FOUND ON
DOORS THROUGHOUT THE
ADJACENT AREA.
12 13 14 15 16 17321
NORTH ELEVATION - RENOVATION
SCALE: 3/32"=1'-0"A-201
1 NORTH ELEVATION
- RENOVATION
A-201 10 19
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
08/08/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
AG1AG2BG1 AG19 AG18 AG16AG17 AG15 HG3 BG6AG3
A101A102A103B101 A116 A115 A113A114 A112 A111 B106
F101
G101
F101F101F101 F101
REPLACE CURTAIN WALL SYSTEM
AS BID OPTION #1
REPLACE CURTAIN WALL SYSTEM
AS BID OPTION #1
EXISTING TO REMAIN
EXISTING TO REMAIN
TOP OF PARAPET
ELEV. 195'- 1 1/8"
PENTHOUSE ROOF
ELEV. 190'-5 1/8"
MECHANICAL PENTHOUSE
ELEV. 171'-6 3/4"
FOURTEENTH FLOOR
ELEV. 155'-1 3/8"
THIRTEENTH FLOOR
ELEV. 144'-5 3/8"
TWELFTH FLOOR
ELEV. 133'-9 3/8"
FIFTH FLOOR
ELEV. 59'-1 3/8"
FOURTH FLOOR
ELEV. 48'-5 3/8"
THIRD FLOOR
ELEV. 37'-10"
SECOND FLOOR
ELEV. 21'-4"
FIRST FLOOR
ELEV. 0.00'
GROUND FLOOR
ELEV. -15'-9 3/8"
20OF
121314151617 3 2 1
11 10 9 8 7 6 5 4
SOUTH ELEVATION - RENOVATION
SCALE: 3/32"=1'-0"A-202
1 SOUTH ELEVATION
- RENOVATION
A-202 11 19
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
08/08/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
EXISTING TO REMAIN
EXISTING TO REMAIN
BG4
B104
AG14
A109A110
AG13
A108
AG12
A107
AG11
A106
AG5
A105
AG4
A104 B103
BG3AG6AG7AG9AG10 AG8
D105 D103 D101
TOP OF PARAPET
ELEV. 195'- 1 1/8"
PENTHOUSE ROOF
ELEV. 190'-5 1/8"
MECHANICAL PENTHOUSE
ELEV. 171'-6 3/4"
FOURTEENTH FLOOR
ELEV. 155'-1 3/8"
THIRTEENTH FLOOR
ELEV. 144'-5 3/8"
TWELFTH FLOOR
ELEV. 133'-9 3/8"
FIFTH FLOOR
ELEV. 59'-1 3/8"
FOURTH FLOOR
ELEV. 48'-5 3/8"
THIRD FLOOR
ELEV. 37'-10"
SECOND FLOOR
ELEV. 21'-4"
FIRST FLOOR
ELEV. 0.00'
GROUND FLOOR
D C B A
P N M L.5 K J H.2 G F EL H
WEST ELEVATION - RENOVATION
SCALE: 3/32"=1'-0"A-203
1 WEST ELEVATION
- RENOVATION
A-203 12 19
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
08/08/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
EXISTING TO REMAIN
EXISTING TO REMAIN
C102
CG2
E102
BG5
D104B105
TOP OF PARAPET
ELEV. 195'- 1 1/8"
PENTHOUSE ROOF
ELEV. 190'-5 1/8"
MECHANICAL PENTHOUSE
ELEV. 171'-6 3/4"
FOURTEENTH FLOOR
ELEV. 155'-1 3/8"
THIRTEENTH FLOOR
ELEV. 144'-5 3/8"
TWELFTH FLOOR
ELEV. 133'-9 3/8"
FIFTH FLOOR
ELEV. 59'-1 3/8"
FOURTH FLOOR
ELEV. 48'-5 3/8"
THIRD FLOOR
ELEV. 37'-10"
SECOND FLOOR
ELEV. 21'-4"
FIRST FLOOR
ELEV. 0.00'
GROUND FLOOR
DCBA
PNML.5KJH.2GFE LH
EAST ELEVATION - RENOVATION
SCALE: 3/32"=1'-0"A-204
1 EAST ELEVATION
- RENOVATION
A-204 13 19
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
08/08/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3/32"=1'-0"
0 4' 8' 16' 32'
EXISTING TO REMAIN
EXISTING TO REMAIN
BG2
D102 B102 C101
CG1
E101
TOP OF PARAPET
ELEV. 195'- 1 1/8"
PENTHOUSE ROOF
ELEV. 190'-5 1/8"
MECHANICAL PENTHOUSE
ELEV. 171'-6 3/4"
FOURTEENTH FLOOR
ELEV. 155'-1 3/8"
THIRTEENTH FLOOR
ELEV. 144'-5 3/8"
TWELFTH FLOOR
ELEV. 133'-9 3/8"
FIFTH FLOOR
ELEV. 59'-1 3/8"
FOURTH FLOOR
ELEV. 48'-5 3/8"
THIRD FLOOR
ELEV. 37'-10"
SECOND FLOOR
ELEV. 21'-4"
FIRST FLOOR
ELEV. 0.00'
GROUND FLOOR
WINDOW FRAME ELEVATIONS
SCALE: 1/4"=1'-0"A-301
WINDOW SCHEDULE &
FRAME ELEVATIONS
A-301 14 20
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
TAG
AG1
FRAME SIZE (WxH) 16'-0"x7'-1 3/4"
HEAD
4/A-401
JAMB SILL #'D NOTES
NOTE(S): 1,3,71'-6 5/8"
GLASS TYPE
IG-1
WINDOW SCHEDULE
DETAILS
2/A-401
NUMBERED WINDOW NOTES:
1. WINDOW SHALL BE THERMALLY BROKEN, ALUMINUM CURTAIN WALL SYSTEM FOR EXTERIOR APPLICATION; 2-1/2" SIGHT LINE; 7-1/2" FRAME DEPTH; ANODIZED BRONZE FINISH; FRONT PLANE, FRONT GLAZED; RE: SPECIFICATIONS.
2. WINDOW SHALL BE THERMALLY BROKEN, ALUMINUM CURTAIN WALL SYSTEM FOR EXTERIOR APPLICATION; 2-1/2" SIGHT LINE; 10-1/2" FRAME DEPTH; ANODIZED BRONZE FINISH; FRONT PLANE, FRONT GLAZED; RE: SPECIFICATIONS.
3. PROVIDE FLASHING @ HEAD, JAMBS, & SILL OF WINDOW. PROVIDE END DAMS AT ALL SILL FLASHING.
4. SYSTEM SHALL HAVE CENTRAL VERTICAL MULLION AS SHOWN ON THE ELEVATIONS.
5. THIS CURTAIN WALL SYSTEM AND ALL ASSOCIATED WORK, INCLUDING REPLACEMENT OF EXISTING SYSTEM IS PART OF BID OPTION #2.
6. THIS CURTAIN WALL SYSTEM AND ALL ASSOCIATED WORK, INCLUDING REPLACEMENT OF EXISTING SYSTEM AND REMOVAL AND
REINSTALLATION OF EXISTING CATWALK IS PART OF BID OPTION #3.
7. THIS CURTAIN WALL SYSTEM AND ALL ASSOCIATED WORK, INCLUDING REPLACEMENT OF EXISTING SYSTEM IS PART OF BID OPTION #1.
AG2 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG3 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG4 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG5 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG6 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG7 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG8 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG9 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG10 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG11 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG12 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG13 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG14 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG15 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG16 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG17 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG18 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 AG19 16'-0"x7'-1 3/4" 1'-6 5/8" IG-1 BG1 4'-1"x7'-1 3/4" 1'-6 5/8" IG-1
GROUND FLOOR
BG2 59'-0"x7'-1 3/4" 1'-6 5/8" IG-1 BG3 4'-1"x7'-1 3/4" 1'-6 5/8" IG-1 BG4 4'-1"x7'-1 3/4" 1'-6 5/8" IG-1 BG5 59'-0"x7'-1 3/4" 1'-6 5/8" IG-1 BG6 4'-1"x7'-1 3/4" 1'-6 5/8" IG-1 CG1 18'-0"x7'-1 3/4" VARIES IG-1 CG2 18'-0"x7'-1 3/4" IG-1
TAG
A101
FRAME SIZE (WxH) 16'-0"x10'-5 3/4"
HEAD JAMB SILL #'D NOTES
NOTE(S): 1,3,7
SILL HEIGHT
(FROM FFE)
1'-6 5/8"
GLASS TYPE
IG-1
WINDOW SCHEDULE
DETAILS
B101 1'-6 5/8" IG-1
FIRST & SECOND FLOOR
B102 1'-6 5/8" IG-1
B103 1'-6 5/8" IG-1
C101 18'-0"x10'-5 3/4" VARIES IG-1
C102 IG-1
A102 16'-0"x10'-5 3/4" NOTE(S): 1,3,71'-6 5/8" IG-1 A103 16'-0"x10'-5 3/4" NOTE(S): 1,3,71'-6 5/8" IG-1 A104 16'-0"x10'-5 3/4" NOTE(S): 1,3,4,71'-6 5/8" IG-1 A105 16'-0"x10'-5 3/4" 1'-6 5/8" IG-1 A106 16'-0"x10'-5 3/4" 1'-6 5/8" IG-1 A107 16'-0"x10'-5 3/4" 1'-6 5/8" IG-1 A108 16'-0"x10'-5 3/4" 1'-6 5/8" IG-1 A109 16'-0"x10'-5 3/4" NOTE(S): 1,3,4,71'-6 5/8" IG-1 A110 16'-0"x10'-5 3/4" 1'-6 5/8" IG-1 A111 16'-0"x10'-5 3/4" 1'-6 5/8" IG-1 A112 16'-0"x10'-5 3/4" NOTE(S): 1,3,4,71'-6 5/8" IG-1 A113 16'-0"x10'-5 3/4" 1'-6 5/8" IG-1 A114 16'-0"x10'-5 3/4" 1'-6 5/8" IG-1 A115 16'-0"x10'-5 3/4" 1'-6 5/8" IG-1 A116 16'-0"x10'-5 3/4" 1'-6 5/8" IG-1
8'-10 3/4"x10'-5 3/4"
8'-10 3/4"x10'-5 3/4" 63'-0"x10'-5 3/4"
B104 1'-6 5/8" IG-1
B105 1'-6 5/8" IG-1
B106 1'-6 5/8" IG-1
8'-10 3/4"x10'-5 3/4"
8'-10 3/4"x10'-5 3/4" 63'-0"x10'-5 3/4"
18'-0"x10'-5 3/4"
HG1 16'-0"x7'-1 3/4" IG-1
D101 1'-6 5/8" IG-17'-9 1/4"x10'-5 3/4" D102 1'-6 5/8" IG-111'-2"x10'-5 3/4" D103 1'-6 5/8" IG-1108'-5 1/2"x10'-5 3/4" D104 1'-6 5/8" IG-111'-2"x10'-5 3/4" D105 1'-6 5/8" IG-17'-9 1/4"x10'-5 3/4" E101 0'-0" IG-19'-8"x12'-0 3/8"
VARIES
VARIES
VARIES
E102 0'-0" IG-19'-8"x12'-0 3/8" F101 NOTE(S): 1,2,3,50'-0" IG-1, IG-298'-4"x30'-5 3/8" G101 NOTE(S): 1,3,50'-0"16'-0"x8'-6 3/8" IG-1 G102 NOTE(S): 1,3,50'-0"11'-8"x8'-6 3/8" IG-1 G103 NOTE(S): 1,3,50'-0"11'-8"x8'-6 3/8" IG-1
SILL HEIGHT
(FROM FFE)
I101 NOTE(S): 2,3,60'-0" IG-1, IG-298'-4"x30'-5 3/8" SCALE: 1/4"=1'-0"
0 2' 4' 8' 12'
(THE WINDOW ELEVATIONS ABOVE ARE VIEWS FROM THE EXTERIOR OF THE BUILDING)
AGWINDOW TYPE
FINISH FLOOR
ELEV. 0.00'
· QUANTITY: 019
· WINDOW(S): AG1 THRU AG19
IG-1 IG-1IG-1IG-1
±1 '-6
5 8" ±7
'-1 3 4"
±16'-0"
A1WINDOW TYPE
FINISH FLOOR
ELEV. 0.00'
· QUANTITY: 016
· WINDOW(S): A101 THRU A116
IG-1 IG-1IG-1IG-1
±1
0'- 53 4"
±1 '-6
5 8"
±16'-0"
BG2WINDOW TYPE
FINISH FLOOR
ELEV. 0.00'
· QUANTITY: 001
BG1WINDOW TYPE
· QUANTITY: 001
BG3WINDOW TYPE
· QUANTITY: 001
±4'-1" ±59'-0" ±4'-1"
±1 '-6
5 8" ±7
'-1
3 4" IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1
BG2WINDOW TYPE
FINISH FLOOR
ELEV. 0.00'
· QUANTITY: 001
BG1WINDOW TYPE
· QUANTITY: 001
BG3WINDOW TYPE
· QUANTITY: 001
±1 '-6
5 8" ±1
0'- 53 4"
±8'-103 4"±63'-0"±8'-103
4"
CGWINDOW TYPE
· QUANTITY: 002
· WINDOW(S): CG1, CG2 (O.H.)
±18'-0"
±8 '-8
3 8"
1'- 83 8"
±7 '-0
" ±7 '-1
3 4" ±1
'-6 5 8"
FINISH FLOOR
ELEV. 0.00'
FINISH FLOOR
ELEV. 0.00'
IG-1 IG-1 IG-1
IG-1
IG-1 IG-1
IG-1
±1 2'-
03 8"
5'- 03 8"
±7 '-0
±1 0'-
53 4" ±1
'-6 5 8"
±18'-0"
C1WINDOW TYPE
· QUANTITY: 002
· WINDOW(S): C101, C102 (O.H.)
IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1
A-401
A-401
A-401
A-401
A-401
A-401
1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401 4/A-401 2/A-401 1/A-401
A-401
A-401
A-401
A-401
A-401
A-401
2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 1/A-401 2/A-401 5/A-401 2/A-401 5/A-401
2/A-401 SIM 1/A-401 SIM
A-401
A-401
A-401
A-401
A-401
A-401
3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401 3/A-401
3/A-401 SIM
2/A-401 SIM 1/A-401 SIM3/A-401 SIM
2/A-401 SIM 1/A-401 SIM3/A-401 SIM
2/A-401 SIM 1/A-401 SIM3/A-401 SIM
2/A-401 SIM 1/A-401 SIM3/A-401 SIM
DOOR
OPENING
DOOR
OPENING
IG-1
° O
UT
SI
DE
C
OR
NE
R
° O
UT
SI
DE
C
OR
NE
R
° O
UT
SI
DE
C
OR
NE
R
° O
UT
SI
DE
C
OR
NE
R
° O
UT
SI
DE
C
OR
NE
R
° O
UT
SI
DE
C
OR
NE
R
° O
UT
SI
DE
C
OR
NE
R
° O
UT
SI
DE
C
OR
NE
R
CENTER VERTICAL MULLION
SHOWN DASHED OCCURS
ONLY AT WINDOWS A104,
A109, AND A112; SEE
ELEVATION SHEETS A200s
A-401
A-401
A-401
A-401
PROVIDE DOOR TYPE AL-1 AS
NOTED ON SHEET A-302 AND
AS SPECIFIED FOR EACH
DOOR OPENING SHOWN
PROVIDE DOOR TYPE AL-1 AS
NOTED ON SHEET A-302 AND
AS SPECIFIED FOR EACH
DOOR OPENING SHOWN
HG2 16'-0"x7'-1 3/4" IG-1VARIES HG3 16'-0"x7'-1 3/4" IG-1VARIES HG4 16'-0"x7'-1 3/4" IG-1VARIES 4/A-401 SIM 2/A-401 SIM 5/A-401 SIM
4/A-401 SIM 2/A-401 SIM 5/A-401 SIM
4/A-401 SIM 2/A-401 SIM 5/A-401 SIM
IG-1
LAMINATED VISION GLAZING SYSTEM CONSISTING OF:
LAMINATED GLASS (1/4" ANNEALED+ (1) 0.030 PVB
LAYER+1/4" ANNEALED GLASS WITH LOW-E COATING ON
SURFACE #3), AIR SPACE: ARGON FILLED, OUTER LAYER:
TEMPERED GLASS (3/8" WITH BRONZE COATING ON
SURFACE #2). TOTAL THICKNESS: 1-5/16"
IG-3 FOR GLAZING IN DOORS ONLY: 3/8" SAFETY GLAZING
GLAZING TYPE LEGEND
IG-2 1-5/16" GLAZING AS DESCRIBED IN "IG-1" ABOVE WITH THE
ADDITIONAL LAYER OF A 2 MIL WHITE FROST MATTE FILM
WITH THE FOLLOWING PROPERTIES:
1. TOTAL SOLAR ENERGY:
1.1. TRANSMITTED %: 66.
1.2. REFLECTED %: 16.
1.3. ABSORBED %: 18.
2. VISIBLE LIGHT:
2.1. TRANSMITTED %: 68.
2.2. REFLECTED EXTERIOR %: 19.
2.3. REFLECTED INTERIOR %: 20.
2.4. GLARE REDUCTION %: 24.
3. SOLAR HEAT GAIN COEFFICIENT: 0.71
4. SHADING COEFFICIENT: 0.82
5. LUMINOUS EFFICACY: 0.83
6. TOTAL SOLAR ENERGY REJECTION %: 29.0
7. INFRARED REJECTION %: 33.0
8. U-FACTOR: 1.04
9. EMISSIVITY: 0.86
10. ULTRAVIOLET REJECTION %: 99.0
WINDOW NOTES
1. FIELD VERIFY ALL WINDOW DIMENSIONS
PRIOR TO FABRICATION AND INSTALLATION.
2. REPAIR, PREPARE, AND PAINT ALL
INTERIOR WINDOW JAMBS, HEADS, AND
SILLS (THAT ARE CURRENTLY PAINTED) PER
SPECIFICATIONS. PAINT COLOR MUST
MATCH EXISTING ADJACENT SURFACES.
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
NOTE(S): 1,3,7
WINDOW FRAME ELEVATIONS
SCALE: 1/4"=1'-0"A-302
WINDOW FRAME ELEVATIONS
A-302 15 20
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 1/4"=1'-0"
0 2' 4' 8' 12'
FINISH FLOOR
ELEV. 0.00'
±1 '-6
5 8" ±1
0'- 53 4"
D103WINDOW TYPE
· QUANTITY: 001
±108'-51 2"
IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1
±1 '-6
5 8" ±1
0'- 53 4"
D101WINDOW TYPE
· QUANTITY: 001
° I
NS
ID
E
CO
RN
ER
IG-1 IG-1IG-1IG-1IG-1IG-1IG-1IG-1
±1 '-6
5 8" ±1
0'- 53 4"
±1 '-6
5 8" ±1
0'- 53 4"
±1 '-6
5 8" ±1
0'- 53 4"
±7'-91 4"±11'-2"
D102WINDOW TYPE
· QUANTITY: 001
D104WINDOW TYPE
· QUANTITY: 001
D105WINDOW TYPE
· QUANTITY: 001
±11'-2"±7'-91 4"
FINISH FLOOR
ELEV. 0.00'
±1 2'-
03 8"
±9'-8"
IG-1IG-1
E1WINDOW TYPE
· QUANTITY: 002
· WINDOW(S): E101, E102 (O.H.)
FINISH FLOOR
ELEV. 0.00'
FINISH FLOOR
ELEV. 0.00'
FINISH FLOOR
ELEV. 0.00'
FINISH FLOOR
ELEV. 0.00'
HG1WINDOW TYPE
· QUANTITY: 001
IG-1
IG-1
IG-1 IG-1 IG-1
±7 '-1
3 4"
±16'-0"
A-401
A-401
±1 '-6
5 8"
EXIST
DOORLESS
OPENING
° I
NS
ID
E
CO
RN
ER
° I
NS
ID
E
CO
RN
ER
° I
NS
ID
E
CO
RN
ER
° I
NS
ID
E
CO
RN
ER
° I
NS
ID
E
CO
RN
ER
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
A-401
DOOR ELEVATIONS
SCALE: 1/4"=1'-0"A-302
BID OPTION #2 WINDOW FRAME ELEVATIONS
A-302
2 (THE WINDOW ELEVATIONS ABOVE ARE VIEWS FROM THE EXTERIOR OF THE BUILDING)
FINISH FLOOR
ELEV. 0.00'
OP'NG
FINISH FLOOR
ELEV. 0.00'
IG-1 IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
IG-1
G102WINDOW TYPE
· QUANTITY: 001
· BID OPTION #2
G101WINDOW TYPE G103WINDOW TYPE
1" INSULATED ALUMINUM SPANDREL
PANEL PROVIDED BY WINDOW MFR;
COLOR TO MATCH CURTAIN WALL FRAMES
±11'-8" ±16'-0" ±11'-8"
±8 '-6
3 8"
±8 '-6
3 8"
±8 '-6
3 8"
· QUANTITY: 001
· BID OPTION #2
· QUANTITY: 001
· BID OPTION #2
THICKENED FRAME / SHEET METAL
MATCHING CURTAIN WALL FRAME
A-401
SIM
THICKENED FRAME / SHEET METAL
MATCHING CURTAIN WALL FRAME
DOOR
OPENING
DOOR
OPENING
DOOR
OPENING
A-401
SIM
A-401
SIM A-401
SIM
PROVIDE DOOR TYPE AL-1 AS
NOTED ON SHEET A-302 AND
AS SPECIFIED FOR EACH
DOOR OPENING SHOWN
IG-1
5'-4" 5'-4" 5'-4" ±2'-0"
A-401
SIM
A-401
SIM
±7 '-1
3 4" ±1
'-6 5 8"
±8 '-8
3 8"
HG2WINDOW TYPE
· QUANTITY: 001
HG3WINDOW TYPE
· QUANTITY: 001
HG4WINDOW TYPE
· QUANTITY: 001
A-401
SIM
A-401
SIM±8
'-8
3 8"
±12'-6" ±6'-6"
DOOR
OPENING
A-401
SIM
PROVIDE DOOR TYPE AL-1 AS
NOTED ON SHEET A-302 AND
AS SPECIFIED FOR EACH
DOOR OPENING SHOWN
EDGE OF WALL;
SEE PLAN
FRAME BEYOND
(THE WINDOW ELEVATIONS ABOVE ARE VIEWS FROM THE EXTERIOR OF THE BUILDING)
DOOR TYPE AL-1
ALUMINUM STOREFRONT
SEE SPECS.
DOOR TYPE CD-1
INSULATED COILING DOOR
SEE SPECS.
3'-0"
EXIST-VERIFY
7'- 0"
EX
IS
T-
VE
RI
FY
IG-3
AS NOTED IN PLANS
AS
N
OT
ED
IN
P
LA
NS
ENLARGED PLAN VIEW - WINDOW TYPE 'HG'
SCALE: 1/4"=1'-0"A-302
2'- 0"
12'-6" 3'-6"
6'- 6"
16'-0"
5'-4" 5'-4" 5'-4"
HG4
HG3
HG2
HG1
PROVIDE DOOR TYPE AL-1 AS
NOTED ON SHEET A-302 AND
AS SPECIFIED FOR EACH
DOOR OPENING SHOWN
WINDOW NOTES
1. FIELD VERIFY ALL WINDOW DIMENSIONS
PRIOR TO FABRICATION AND INSTALLATION.
2. REPAIR, PREPARE, AND PAINT ALL
INTERIOR WINDOW JAMBS, HEADS, AND
SILLS (THAT ARE CURRENTLY PAINTED) PER
SPECIFICATIONS. PAINT COLOR MUST
MATCH EXISTING ADJACENT SURFACES.
ALUMINUM DOOR HARDWARE LIST
PROVIDE THE FOLLOWING HARDWARE AT EACH
NEW ALUMINUM ENTRANCE DOOR:
· DOOR CLOSER
· RIM EXIT DEVICE (BRONZE FINISH)
· CONTINUOUS HINGE
· ADA COMPLIANT THRESHOLD
· OFFSET 12-INCH PULL (BRONZE FINISH)
· CYLINDER LOCK (IF DOUBLE DOORS,
PROVIDE ONLY AT ONE DOOR)
GENERAL DOOR HARDWARE NOTES:
1. ALL HARDWARE FINISHED MUST MATCH
THOSE FOUND ON DOORS THROUGHOUT
THE ADJACENT AREA.
2. BALANCE OF ACCESS CONTROL AND ADA
DOOR OPERATION MUST BE MAINTAINED
FROM EXISTING CONDITIONS.
IG-1
LAMINATED VISION GLAZING SYSTEM CONSISTING OF:
LAMINATED GLASS (1/4" ANNEALED+ (1) 0.030 PVB
LAYER+1/4" ANNEALED GLASS WITH LOW-E COATING ON
SURFACE #3), AIR SPACE: ARGON FILLED, OUTER LAYER:
TEMPERED GLASS (3/8" WITH BRONZE COATING ON
SURFACE #2). TOTAL THICKNESS: 1-5/16"
IG-3 FOR GLAZING IN DOORS ONLY: 3/8" SAFETY GLAZING
GLAZING TYPE LEGEND
IG-2 1-5/16" GLAZING AS DESCRIBED IN "IG-1" ABOVE WITH THE
ADDITIONAL LAYER OF A 2 MIL WHITE FROST MATTE FILM
WITH THE FOLLOWING PROPERTIES:
1. TOTAL SOLAR ENERGY:
1.1. TRANSMITTED %: 66.
1.2. REFLECTED %: 16.
1.3. ABSORBED %: 18.
2. VISIBLE LIGHT:
2.1. TRANSMITTED %: 68.
2.2. REFLECTED EXTERIOR %: 19.
2.3. REFLECTED INTERIOR %: 20.
2.4. GLARE REDUCTION %: 24.
3. SOLAR HEAT GAIN COEFFICIENT: 0.71
4. SHADING COEFFICIENT: 0.82
5. LUMINOUS EFFICACY: 0.83
6. TOTAL SOLAR ENERGY REJECTION %: 29.0
7. INFRARED REJECTION %: 33.0
8. U-FACTOR: 1.04
9. EMISSIVITY: 0.86
10. ULTRAVIOLET REJECTION %: 99.0
BID OPTION #2 AND BID OPTION #3 WINDOW FRAME ELEVATIONS
SCALE: 1/4"=1'-0"A-303
1 WINDOW FRAME ELEVATIONS
A-303 16 20
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 1/4"=1'-0"
0 2' 4' 8' 12'
(THE WINDOW ELEVATIONS ABOVE ARE VIEWS FROM THE EXTERIOR OF THE BUILDING)
FIRST FLOOR
ELEV. 0.00'
FIRST FLOOR
ELEV. 0.00'
SECOND FLOOR
ELEV. +21'-4"
SECOND FLOOR
ELEV. 21'-4"
±3 0'-
53 8"
±98'-4"
FIRST FLOOR
ELEV. 0.00'
FIRST FLOOR
ELEV. 0.00'
SECOND FLOOR
ELEV. +21'-4"
SECOND FLOOR
ELEV. 21'-4"
±3 0'-
53 8"
±98'-4"
F101WINDOW TYPE
· QUANTITY: 001
· BID OPTION #2
I101WINDOW TYPE
· QUANTITY: 001
· BID OPTION #3
IG-1
IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1 IG-1
IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2
IG-1 IG-1
IG-1 IG-1
IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1IG-1
IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2 IG-2
IG-1IG-1IG-1
IG-1IG-1
IG-1IG-1IG-1 IG-1 IG-1 IG-1
IG-1
IG-1 IG-1 IG-1
IG-1IG-1IG-1IG-1IG-1IG-1
THICKENED FRAME / SHEET METAL
MATCHING CURTAIN WALL FRAME
1" INSULATED ALUMINUM SPANDREL PANELS
PROVIDED BY WINDOW MFR; COLOR TO
MATCH CURTAIN WALL FRAMES
1" INSULATED ALUMINUM SPANDREL PANEL
PROVIDED BY WINDOW MFR; COLOR TO MATCH
CURTAIN WALL FRAMES
DOOR
OPENING
DOOR
OPENING
PROVIDE DOOR TYPE AL-1 AS NOTED
ON SHEET A-302 AND AS SPECIFIED
FOR EACH DOOR OPENING SHOWN
WINDOW NOTES
1. FIELD VERIFY ALL WINDOW DIMENSIONS
PRIOR TO FABRICATION AND INSTALLATION.
2. REPAIR, PREPARE, AND PAINT ALL
INTERIOR WINDOW JAMBS, HEADS, AND
SILLS (THAT ARE CURRENTLY PAINTED) PER
SPECIFICATIONS. PAINT COLOR MUST
MATCH EXISTING ADJACENT SURFACES.
REMOVE ALL EXISTING CONDUITS AND OTHER ITEMS THAT ARE
ATTACHED TO EXISTING WINDOW SYSTEM AND RE-ATTACH TO
NEW WINDOW SYSTEM AS PART OF BID OPTION #3
REMOVE ALL EXISTING CONDUITS AND OTHER
ITEMS THAT ARE ATTACHED TO EXISTING
WINDOW SYSTEM AND RE-ATTACH TO NEW
WINDOW SYSTEM AS PART OF BID OPTION #3
REMOVE ALL EXISTING CONDUITS AND OTHER
ITEMS THAT ARE ATTACHED TO EXISTING
WINDOW SYSTEM AND RE-ATTACH TO NEW
WINDOW SYSTEM AS PART OF BID OPTION #3
REMOVE ALL EXISTING CONDUITS AND OTHER ITEMS THAT ARE
ATTACHED TO EXISTING WINDOW SYSTEM AND RE-ATTACH TO
NEW WINDOW SYSTEM AS PART OF BID OPTION #3
IG-1
LAMINATED VISION GLAZING SYSTEM CONSISTING OF:
LAMINATED GLASS (1/4" ANNEALED+ (1) 0.030 PVB
LAYER+1/4" ANNEALED GLASS WITH LOW-E COATING ON
SURFACE #3), AIR SPACE: ARGON FILLED, OUTER LAYER:
TEMPERED GLASS (3/8" WITH BRONZE COATING ON
SURFACE #2). TOTAL THICKNESS: 1-5/16"
IG-3 FOR GLAZING IN DOORS ONLY: 3/8" SAFETY GLAZING
GLAZING TYPE LEGEND
IG-2 1-5/16" GLAZING AS DESCRIBED IN "IG-1" ABOVE WITH THE
ADDITIONAL LAYER OF A 2 MIL WHITE FROST MATTE FILM
WITH THE FOLLOWING PROPERTIES:
1. TOTAL SOLAR ENERGY:
1.1. TRANSMITTED %: 66.
1.2. REFLECTED %: 16.
1.3. ABSORBED %: 18.
2. VISIBLE LIGHT:
2.1. TRANSMITTED %: 68.
2.2. REFLECTED EXTERIOR %: 19.
2.3. REFLECTED INTERIOR %: 20.
2.4. GLARE REDUCTION %: 24.
3. SOLAR HEAT GAIN COEFFICIENT: 0.71
4. SHADING COEFFICIENT: 0.82
5. LUMINOUS EFFICACY: 0.83
6. TOTAL SOLAR ENERGY REJECTION %: 29.0
7. INFRARED REJECTION %: 33.0
8. U-FACTOR: 1.04
9. EMISSIVITY: 0.86
10. ULTRAVIOLET REJECTION %: 99.0
A-402
A-402
A-402
SIM
A-402
A-402
A-402
A-402
A-402
A-402
A-402
A-402
A-402
A-402
A-402
A-402
SIM
WINDOW SILL DETAIL
SCALE: 3"=1'-0"A-401
WINDOW DETAILS
A-401 17 20
GRAPHIC SCALE
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3"=1'-0"
0 3" 6" 12"
21 2"
2"
2"
3 8"
±23 4"
EXIST.
1"
±3"
EXIST.
MA
TC
H
EX
IS
TI
NG
H
EI
GH
T
AB
OV
E
FI
NI
SH
F
LO
OR
E
LE
V
EXISTING CONCRETE AT
GROUND FLOOR; EXISTING
ARCHITECTURAL CAST STONE
CONT. SEALANT
AND BACKER ROD
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM;
SEE WINDOW SCHEDULE
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
STEEL REINFORCING BY
CURTAIN WALL MFR.
REMOVE AND RE-INSTALL EXISTING
SURFACE MOUNTED CONVECTOR TO
REMAIN AS REQ'D TO DO PERFORM
WINDOW REPLACEMENT WORK
EXIST. TREATED
BLOCKING TO REMAIN
EXIST. BENT STEEL CLIP, ALUM.
FILLER AND CHANNEL TO REMAIN;
REMOVE AND RE-INSTALL AS REQ'D
WINDOW JAMB DETAIL
SCALE: 3"=1'-0"A-401
STEEL REINFORCING BY
CURTAIN WALL MFR.
EXISTING BRICK TO REMAIN
CONT. SEALANT AND
BACKER ROD
PROVIDE PRE-FINISHED
ALUM. CLOSURE CLIP
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM;
SEE WINDOW SCHEDULE
CONT. SEALANT
AND BACKER ROD
EXISTING BRICK
TO REMAIN
RE-USE EXISTING STEEL
ANGLES AS REQ'D TO WELD
TO WINDOW REINFORCING
EXTERIOR SIDE
INTERIOR SIDE
EXTERIOR SIDE INTERIOR SIDE
21 2" 21 2"
2"
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM
VERTICAL MULLION
2" ±23
4"
EXIST.
1" ±61
2"
EXIST.
21 2" 3 8"
MA
TC
H
EX
IS
TI
NG
HE
IG
HT
A
BO
VE
FI
NI
SH
F
LO
OR
E
LE
V
WINDOW HEAD DETAIL
SCALE: 3"=1'-0"A-401
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM;
SEE WINDOW SCHEDULE
CONT. SEALANT
AND BACKER ROD
STAY CLEAR OF
EXISTING DRIP
EXISTING ARCHITECTURAL
CAST STONE
STEEL REINFORCING BY
CURTAIN WALL MFR.
EXIST. BENT STEEL CLIP, ALUM.
FILLER AND CHANNEL TO REMAIN;
REMOVE AND RE-INSTALL AS REQ'D
INTERIOR SIDE
RE-USE EXISTING STEEL
ANGLES AS REQ'D TO WELD
TO WINDOW REINFORCING
EXIST. CONCRETE BEAM
TO REMAIN
EXTERIOR SIDE
2"
21 2" 3 8"
MA
TC
H
EX
IS
TI
NG
HE
IG
HT
A
BO
VE
FI
NI
SH
F
LO
OR
E
LE
V
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM;
SEE WINDOW SCHEDULE
CONT. SEALANT
AND BACKER ROD
EXISTING SUSPENDED CEMENT
PLASTER SOFFIT TO REMAIN
RE-USE EXISTING STEEL
ANGLES AS REQ'D TO WELD
TO WINDOW REINFORCING
EXTERIOR SIDE
STEEL REINFORCING BY
CURTAIN WALL MFR.
CONT. SEALANT
PROVIDE PRE-FINISHED
ALUM. CLOSURE CLIP
INTERIOR SIDE
PROVIDE ACOUSTICAL
CEILING TILE WALL MOLDING
AS REQ'D TO ATTACH TO
NEW CURTAIN WALL FRAME
EXISTING ACOUSTICAL
CEILING TILE AND GRID
TO REMAIN
(AT FIRST FLOOR) WINDOW HEAD DETAIL
SCALE: 3"=1'-0"A-401
4 (AT GROUND FLOOR)
WINDOW SILL DETAIL
SCALE: 3"=1'-0"A-401
21 2"
3 8"
EXISTING CONCRETE CURB
AND SLAB TO REMAIN
CONT. SEALANT
AND BACKER ROD
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM;
SEE WINDOW SCHEDULE
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
EXTERIOR SIDE
EXISTING EXPOSED
AGGREGATE CONCRETE
FLOOR TO REMAIN
2"
1"±31 2"
EXIST.
STEEL REINFORCING BY
CURTAIN WALL MFR.
INTERIOR SIDE
EXISTING INTERIOR
FLOOR FINISH TO REMAIN
EXISTING CONCRETE FILL
TO REMAIN
WINDOW 90° OUTSIDE CORNER DETAIL
SCALE: 3"=1'-0"A-401
SCALE: 3"=1'-0"A-401
INTERIOR SIDE EXTERIOR SIDE
EXTERIOR SIDE
71 2"
2"
±6"
±6
±6"
2" ±6"
71 2" ±6
EXISTING CONCRETE AT
GROUND FLOOR; EXISTING
ARCHITECTURAL CAST STONE
STEEL REINFORCING BY
CURTAIN WALL MFR.
STRUCTURAL SILICONE
SEALANT
STEEL REINFORCING BY
CURTAIN WALL MFR.
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM;
SEE WINDOW SCHEDULE
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
WINDOW 90° INSIDE CORNER DETAIL
STRUCTURAL SILICONE
SEALANT
INTERIOR SIDE
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM;
SEE WINDOW SCHEDULE
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
EXISTING CONCRETE AT
GROUND FLOOR; EXISTING
ARCHITECTURAL CAST STONE
STEEL ANGLE DOOR GUIDES
BY COILING DOOR MANUF
(PAINTED); ATTACH TO
STEEL SUPPORTS PER
MANUF RECOMMENDATIONS
COILING DOOR HEAD DETAIL
SCALE: 3"=1'-0"A-401
COILING DOOR JAMB DETAIL
SCALE: 3"=1'-0"A-401
COILING DOOR HOOD
INSULATED COILING DOOR
CURTAIN AS SPECIFIED
INSULATED COILING DOOR
CURTAIN AS SPECIFIED
EXISTING 6" STEEL CHANNEL
BRACING TO REMAIN
EXISTING 6" STEEL
CHANNELS TO REMAIN
RE-USE EXISTING
CONNECTION POINTS AS
MUCH AS POSSIBLE TO
ATTACH DOOR HOOD TO
STEEL CHANNELS (TYP)
EXISTING 1/4" WALLBOARD
TO REMAIN
EXISTING STEEL STUDS AND
INSULATION TO REMAIN
EXISTING 3" STEEL
CHANNEL TO REMAIN
EXISTING INSULATION
TO REMAIN
EXISTING SUSPENDED
PLASTER CEILING TO
REMAIN
STEEL ANGLE DOOR GUIDES
BY COILING DOOR MANUF
(PAINTED); ATTACH TO
STEEL SUPPORTS PER
MANUF RECOMMENDATIONS
PROVIDE PAINTED CONT.
4"x4"x3/8" ANGLE TO REPLACE
EXISTING IN-KIND (SEE DEMO
OF EXISTING BELOW)
EXISTING VENEER BRICK
MASONRY TO REMAIN
EXISTING CONCRETE MASONRY
TO REMAIN - PAINTED
EXISTING DOOR FRAME
TO REMAIN - PAINTED
DEMOLISH EXISTING
COILING DOOR AND STEEL
SUPPORT ANGLES
EXISTING VENEER BRICK
MASONRY TO REMAIN
WINDOW NOTES
1. FIELD VERIFY ALL WINDOW DIMENSIONS
PRIOR TO FABRICATION AND INSTALLATION.
2. REPAIR, PREPARE, AND PAINT ALL
INTERIOR WINDOW JAMBS, HEADS, AND
SILLS (THAT ARE CURRENTLY PAINTED) PER
SPECIFICATIONS. PAINT COLOR MUST
MATCH EXISTING ADJACENT SURFACES.
GLAZING TYPE NOTE
SEE GLAZING TYPE LEGEND ON WINDOW
SCHEDULE AND WINDOW FRAME ELEVATIONS
SHEETS FOR GLAZING TYPES.
WINDOW DETAILS - BID OPTION 2 AND 3
A-402 18 20
PPM
REVISIONS
DESCRIPTIONDATE
U
NO.
D
REAL PROPERTY
SAFETY & HEALTH
A
SUSDA
BY
OF
DESIGNER
PROJECT MGR
JOB #
CHECKED BY
EPM
USDA ARS
NORTHEAST AREA
BELTSVILLE, MARYLAND
Agricultural
Service Research
BELTSVILLE AGRICULTURAL RESEARCH CENTER (BARC)
NATIONAL AGRICULTURAL LIBRARY (NAL) - BELTSVILLE, MD
BUILDING ENVELOPE REPAIR & WINDOW REPLACEMENT
ABS
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
P.A.
FIRMJohnson-McAdamsTHE
CLR
CLR
7524-A
09/26/25
DATE
PROJECT NO.
A-E FIRM
SHEET
SCALE: 3"=1'-0"
0 3" 6" 12"
WINDOW SILL DETAIL - BID OPTION 2 (BID OPTION 3 SIMILAR)
SCALE: 3"=1'-0"A-402
21 2"
1'-01 4"
EXISTING CONCRETE SLAB
AND FOUNDATION TO REMAIN
PRE-FINISHED ALUMINUM CURTAIN
WALL SYSTEM; SEE WINDOW
SCHEDULE; PROVIDE 10 1/2" DEEP
FRAME WITH 2 1/2" COVER AS
SHOWN TO CLOSELY MATCH
DEPTH OF EXISTING CURTAIN
WALL TO BE REPLACED
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
EXTERIOR SIDE
2"
EXISTING CURTAIN WALL TO BE
REMOVED SHOWN DASHED
CONT. BACKER ROD AND
SEALANT
EXISTING FLOOR FINISH TO REMAIN
CONT. FIRE-TREATED WOOD
BLOCKING AS REQUIRED
SAWCUT EXISTING CONCRETE
CURB DOWN (SHOWN DASHED) AS
REQUIRED TO ACCOMMODATE
NEW CURTAIN WALL SYSTEM
PROVIDE EXTRUDED
ANODIZED ALUMINUM
GRILLE FRAME MATCHING
EXISTING DIMENSIONS
INTERIOR SIDE
EXISTING FLOOR FINISH
TO REMAIN
EXISTING PLENUM TO
REMAIN
EXISTING DUCT TO REMAIN
EXISTING CONCRETE SLAB
TO REMAIN
±5" ±6"
±4 3 4"
STEEL REINFORCING BY
CURTAIN WALL MFR.
EXISTING BRICK TO REMAIN
CONT. SEALANT AND
BACKER ROD
PROVIDE PRE-FINISHED
ALUM. CLOSURE CLIP
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM;
SEE WINDOW SCHEDULE
CONT. SEALANT
AND BACKER ROD
EXISTING BRICK
TO REMAIN
RE-USE EXISTING STEEL
ANGLES AS REQ'D TO WELD
TO WINDOW REINFORCING
EXTERIOR SIDE
INTERIOR SIDE
WINDOW JAMB DETAIL - BID OPTION 2 (BID OPTION 3 SIMILAR)
SCALE: 3"=1'-0"A-402
REMOVE EXISTING STEEL
REINFORCING
1'-01 4"
2"
WINDOW HEAD DETAIL - BID OPTION 2 (BID OPTION 3 SIMILAR)
SCALE: 3"=1'-0"A-402
1'-01 4"
2"
SECOND FLOOR
ELEV. 21'-4"
FIRST FLOOR
ELEV. 0.00'
21 2"
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM;
SEE WINDOW SCHEDULE
21 2"
STEEL REINFORCING BY
CURTAIN WALL MFR.
CONT. SEALANT
INTERIOR SIDE
EXISTING CONCRETE SLAB
TO REMAIN
RE-USE EXISTING STEEL
ANGLES AS REQ'D TO WELD
TO WINDOW REINFORCING
RE-USE EXISTING
STEEL ANGLES AS
REQ'D FOR SUPPORT
OF CURTAIN WALL
EXISTING FLOOR FINISH
TO REMAIN
1" INSULATED ALUMINUM
SPANDREL PANELS PROVIDED BY
WINDOW MFR; COLOR TO MATCH
CURTAIN WALL FRAMES;
RE: WINDOW SCHEDULE
EXTERIOR SIDE
RE-USE EXISTING STEEL
ANGLES AS REQ'D TO WELD
TO WINDOW REINFORCING
2"
INSULATED GLAZING; SEE
GLAZING TYPE LEGEND
PRE-FINISHED ALUMINUM
CURTAIN WALL SYSTEM;
SEE WINDOW SCHEDULE
21 2"
±23 4"
EXIST.
EXIST. BENT STEEL CLIP, ALUM.
FILLER AND CHANNEL TO REMAIN;
REMOVE AND RE-INSTALL AS REQ'D
EXIST. BENT STEEL CLIP, ALUM.
FILLER AND CHANNEL TO REMAIN;
REMOVE AND…
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