552-21-102_Stabilize Improve Putnam Library B120_Addendum 1 Attachments.pdf
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- Solicitation number
- 36C25026B0033_A00003
About this file
This file consists of architectural and structural drawings for the Stabilize/Improve Putnam Library Building 120 project (Project No. 552-21-102) located in Dayton, Ohio, issued as 100% Bid Documents dated March 30, 2026, with Addendum 1 dated July 9, 2026. The drawings include demolition plans for basement, first, second, and third floors showing removal of partitions, fixtures, finishes, and specific structural elements; reflected ceiling plans identifying existing elements to be removed and new ceiling installations including acoustical tile and gypsum board systems; exterior elevations depicting new work on all four facades with painting, masonry repairs, metal panels, and blast-rated curtain wall systems; interior elevations for restrooms and various floors showing fixture locations, tile work, and finish details; door and window schedules specifying 123 windows with laminated interior lites and multiple door types including blast-rated units; and finish plans identifying paint colors, flooring materials (including hardwood, porcelain tile, and carpet), wall treatments, and hardware specifications. Structural drawings detail foundation, first through attic floor framing plans using both wood and steel elements, including sistered joists, LVL girders, HSS support beams for stairs, joist hangers, and reinforced concrete work; comprehensive details illustrate connections, base plate schedules, metal deck specifications, and kinked stair support beams. The project involves significant renovation work including removal and replacement of floor systems, installation of new mechanical equipment, skylight integration, elevator rail support coordination, and extensive interior finishes with emphasis on blast-rated components for security purposes throughout the VA facility.
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Text version
DN
UP
UP
DN
UP
UP
UP
DN
DN
UP
DN UP
DN
2.52
2.52
2.52
FOYER
VESTIBULE
HAC
ARCHIVES
VESTIBULE
CLOSET
CLOSET
STAFF ROOM
CONFERENCE
ROOM
2.64
TYP.
2.66
2.61
2.61 2.61
2.62
2.67
2.77
2.77
2.81
2.11
2.17
2.55
TYP.
2.52
2.88
D
A.1 A.1
D
D
CC
B
B
B
A.1 A.1
DD
D
D D
D
ECCCC
C C CC
D
D
C C C C
D
A.1 A.1
A.1 A.1
D
D
C C
BASEMENT
ACCESS
111B
2.05
2.05
2.70 2.70 2.70
2.702.702.70 2.70
2.70
2.32
2.15
2.15
2.29
2.93
2.30
2.31
2.32
2.32
2.94 2.94
2.95
2.95
2.54
2.32
2.32
TECH CLOSET
BASEMENT
BASEMENT
BASEMENT
BASEMENT
004A
BASEMENT
CRAWL
SPACE
005A
2.73
2.28
2.28
2.28
2.28
2.28
2.28
2.28
2.28
2.05
STAIR
RESEARCH
ROOM
CLOSET
CLOSET
STAIR
OFFICE
2.63
2.61
2.65
2.64
TYP.
2.77
2.77
2.11
2.05
2.68
3'
6"
3/ 4"
2.11
2.14
2.10
2.65
2.14 2.65
2.65
2.82
2.14
2.14
2.14
2' - 2"
8'
0"2.80
2' - 2"
2.80
2.80
8'
0"
2.80
2' - 4"
2.74
2.89
OFFICE
2.89
2.89
2.89
A.2 A.2
A.2A.2
A.3
A.2
A.2
A.2A.2
A.2
A.3
A.2A.3A.3 A.2
A.3 A.3 A.2 A.2
A.2
A.2
A.3
A.3
A.3
A.3
A.3 A.3
A.3
A.3
A.3
A.3
A.3A.3
A.2
A.3 A.3
2.92
2.92
6'
0"
17' - 0 1/2"
5'
10' - 6 3/4"
2.70
2.70
2.70 2.70
2.70
2.70 2.702.70
2.29
2.85 2.85
ALTERNATE 2
2.69
2.36 2.36
2.89
STAIR
RESEARCH
ROOM
OFFICE
CLOSET
CLOSET
STAIR
OFFICE
2.10
2.61
2.65
2.11 2.77
2.68
1'
/2
5'
4"
2.652.65
2.14
2.14
2.14
2.14
2.11
8'
0"
2' - 2"
2.80
2.80
2' - 2"
8'
0"
2.50 2.50
2.50 2.50
2' - 4"
2.80
2.80
2' - 4"
2.74
2.14
2.53 2.89
2.89
2.89
A.3 A.3
A.6 A.6 A.5
A.5
A.6
A.5
A.5 A.5
A.5
A.5
A.6
A.5 A.5
A.6A.5A.5A.5A.5
A.5
A.5
A.5
A.5
A.5
A.6
A.6
A.6
A.6A.6
A.6
A.6
A.6
A.5
A.5
A.3A.3
A.6
A.5
A.5
2.92
2.92
5'
10' - 6 3/4"
6'
0" 17' - 0 1/2"
2.14
OPEN TO BELOW
2.05
2.05
2.27
2.27
2.70
2.70
2.70 2.70 2.70
2.70 2.70
2.70
2.29
ALTERNATE 1
8'
3/
4"
2.65
1.03
1.03
1.03
2.89
2.89
1.03
8.30
DEMOLITION LEGEND
Wall to be Demolished Existing Wall to Remain Door and Frame to be Demolished.
Existing wood joists to be demolished and replaced after AHU installation
JASON
H.
ROSS
2118221
IO
HOFOETATS
R E G I S
ET R ED RA CH
TI
E C T
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/ 9/
0:
:1
AM
Stabilize / Improve Putnam Library B120
03.30.2026
DEMOLITION PLANS
AD101
EDMD
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.
B. Remove all existing borrowed lights, door frames where indicated with dashed line. Unused hardware shall be turned over to Owner.
Box hardware before giving to Owner.
C. See Civil, Structural, Mechanical, Plumbing, and Electrical Drawings for additional removal work associated with those trades.
D. Protect all existing construction to remain.
E. Repair existing walls to match adjacent undisturbed walls where cabinets, countertops, radiators, and other wall-mounted items are shown to be removed.
F. Prepare walls and floor as required to receive new finish materials where existing finish is indicated to be removed.
G. All existing walls in finished areas are plaster. New plaster to match existing, unless noted otherwise.
H. Design intent is for all existing wood trim to remain, unless noted otherwise. Where trim must be removed for new work, carefully salvage and reinstall.
J. Remove all interior wood window shutters and salvage for reinstallation in same location.
L. All wood windows to be removed unless shown otherwise. Refer to window sections for removals associated with each window type.
Window exterior woodwork to be scraped and repainted.
M. Where new wall meets existing walls, end of new wall to receive a caulk joint.
N. Where new wood trim meets existing wood trim, cope the new trim to align with existing trim profile.
N Scale: 1/8" = 1'-0"1 Demolition Plan - First Floor
1.03 Deduct 3 - All labor and materials associated with the interior demolition / installation of the Third Floor Hardwood Floors.
These floors will be existing to remain, and will be sanded down and refinished, stain to match existing. See Specifications.
2.05 Existing masonry hearth to remain.
2.10 Remove and salvage existing built-in wood casework.
Reinstall in same location.
2.11 Remove and salvage existing wood base.
2.14 Existing metal wall grate to remain.
2.15 Existing interior window to remain.
2.17 Existing wall-mounted Detext Watch Clock Station to remain.
2.27 Existing floor opening and metal grate covering to remain.
2.28 Existing basement windows to remain.
2.29 Existing dumbwaiter to remain in place. Protect during
construction.
2.30 Existing concrete floor finish to remain.
2.31 Existing tile floor finish to remain.
2.32 Prepare existing metal railing to be re-painted
2.36 Existing copper integral gutters to remain.
2.50 Remove existing wood bookshelves and salvage for
reinstallation. Coordinate reinstallation location with COR.
2.52 Remove existing carpet and underlayment. Prep floor as
required for installation of new flooring finish.
2.53 Remove warped top rail of wood guardrail. Protect attached balusters and rails during removal. Prepare to replace with new wood top rail to match existing profile, species, and finish.
2.54 Remove brick and install lintel for new lobby door. Coordinate with Door Schedule and Structural Drawings.
2.55 Remove all existing cloth roller shades.
2.61 Remove existing plumbing fixtures and associated plumbing accessories.
2.62 Remove and salvage existing wood door and associated trim for reuse. Reinstall in existing location on new wall.
2.63 Remove existing furniture and return to owner.
2.64 Remove existing radiators. Repair wall plaster behind as needed.
2.65 Remove and salvage existing metal wall grate for reuse.
Patch and repair wall at this location.
2.66 Remove existing telecommunication and security devices and return to owner. Contractor to investigate and relocate existing equipment. Coordinate with COR.
2.67 Remove existing built-in wood casework.
2.68 Remove existing window and surrounding existing brick, and install new lintel as required for new lobby opening.
Coordinate with Structural Drawings. Salvage removed materials, and return to the VA.
2.69 Remove existing gate. Adjacent wood half-wall to remain.
2.70 Remove existing copper downspout.
2.73 Remove existing metal cellar door, stone walls, lid, and masonry stairs to basement. See Civil and Structural Drawings.
2.74 Remove and salvage existing wood crown molding for reuse.
2.77 Remove existing rubber stair treads and rubber landing
material on all levels. All wood stair treads/risers/stringers to remain.
2.80 Remove portion of existing floor and subfloor for new chase.
2.81 Remove wall-mounted cork board.
2.82 Remove existing wall-mounted shelving.
2.85 Remove existing asphalt shingles and underlayment. Prepare roof to receive new asphalt shingles.
2.88 Remove existing linoleum tile flooring.
2.89 Remove existing wood finish flooring. Existing decking
beneath to remain, and be prepped for new floor finish.
2.92 Remove existing finish flooring, subfloor, and structure in this area for air handler installation. Coordinate with associated trades for phasing. Refer to Structural and Mechanical drawings.
2.93 Remove exhaust fan and plastered opening infill. Prepare opening to receive new window.
2.94 Remove existing porcelain floor and wall tile. Prepare existing walls and subfloor to receive new porcelain tile.
2.95 Remove existing VCT flooring finish. Refer to specifications for abatement.
8.30 Existing door panel half lites to receive interior anti-shatter film.
KEY NOTES
GENERAL DEMOLITION NOTES
N Scale: 1/8" = 1'-0"0 Demolition Plan - Basement
N Scale: 1/8" = 1'-0"2 Demolition Plan - Second FloorN Scale: 1/8" = 1'-0"3 Demolition Plan - Third Floor
Revisions Date
2 ADDENDUM 1 07.09.2026
REFLECTED CEILING PLAN LEGEND
6" Recessed downlight fixture
1'x2' Radiant Panel
2' x 2' acoustical tile ceiling
Gypsum board / portland cement plaster ceiling / soffit - painted
Flush-mount decorative light fixture
Utility light fixture
Existing decorative pendant light fixture
Chandelier decorative light fixture
Existing wood joists to be demolished and replaced after AHU installation
Existing wood paneling ceiling - painted
Existing wood ceiling trim / beam covering.
VESTIBULE
FOYER
HAC
TOILET
TOILET
ARCHIVES
CONFERENCE
ROOM
VESTIBULE
CLOSET
CLOSET
STAFF ROOM
2.59
2.57
2.58
2.58 2.58 2.58
2.58
2.58
2.59 2.592.59
2.58
2.58
2.58
2.58
2.06
2.06
NOTE: REMOVE ALL PLASTER CEILINGS THIS LEVEL.
2.54
2.99
2.99
STAIR
RESEARCH
ROOM
OFFICE
CLOSET
207 CLOSET
STAIR
OPEN TO ABOVE
2.74
2.57
2.57
2.75
2.75
2.74
2.74
OFFICE
2.59
2.74
2.58
2.58
NOTE: REMOVE ALL PLASTER CEILINGS THIS LEVEL.
2.57 2.57
2.57
2.57 2.57
2.68
2.58
2.99
2.99
STAIR
RESEARCH
ROOM
OFFICE
OFFICE
CLOSET
307 CLOSET
STAIR
2.74
2.74
2.57
2.57
2.74
SKYLIGHT
OPEN TO ATTIC
SKYLIGHT
2.59
2.74
2.92
2.92 6'
-0
NOTE: REMOVE ALL PLASTER CEILINGS THIS LEVEL.
2.58
2.68
2.99
JASON
H.
ROSS
2118221
IO
HOFOETATS
R E G I S
ET R ED RA CH
TI
E C T
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/ 9/
0:
:2
AM
Stabilize / Improve Putnam Library B120
03.30.2026
DEMOLITION REFLECTED CEILING
PLAN
AD103
EDMD
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
2.06 Existing ceiling to remain.
2.54 Remove brick and install lintel for new lobby door. Coordinate with Door Schedule and Structural Drawings.
2.57 Remove and salvage existing light fixture. Refer to reflected ceiling plan for new locations.
2.58 Remove existing light fixture.
2.59 Remove and salvage existing wood decorative beam trim for reuse. Reinstall in same location.
2.68 Remove existing window and surrounding existing brick, and install new lintel as required for new lobby opening. Coordinate with Structural Drawings. Salvage removed materials, and return to the VA.
2.74 Remove and salvage existing wood crown molding for reuse.
2.75 Remove and salvage existing floor grate. Reinstall in same location.
2.92 Remove existing finish flooring, subfloor, and structure in this area for air handler installation. Coordinate with associated trades for phasing. Refer to Structural and Mechanical drawings.
2.99 Remove existing plaster at underside of stairs. Prepare to receive new finish.
KEY NOTES
N Scale: 1/8" = 1'-0"1 Demolition Reflected Ceiling Plan - First Floor
N Scale: 1/8" = 1'-0"2 Demolition Reflected Ceiling Plan - Second FloorN Scale: 1/8" = 1'-0"3 Demolition Reflected Ceiling Plan - Third Floor
A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.
B. Remove all existing borrowed lights, door frames where indicated with dashed line. Unused hardware shall be turned over to Owner.
Box hardware before giving to Owner.
C. See Civil, Structural, Mechanical, Plumbing, and Electrical Drawings for additional removal work associated with those trades.
D. Protect all existing construction to remain.
E. Repair existing walls to match adjacent undisturbed walls where cabinets, countertops, radiators, and other wall-mounted items are shown to be removed.
F. Prepare walls and floor as required to receive new finish materials where existing finish is indicated to be removed.
G. All existing walls in finished areas are plaster. New plaster to match existing, unless noted otherwise.
H. Design intent is for all existing wood trim to remain, unless noted otherwise. Where trim must be removed for new work, carefully salvage and reinstall.
J. Remove all interior wood window shutters and salvage for reinstallation in same location.
L. All wood windows to be removed unless shown otherwise. Refer to window sections for removals associated with each window type.
Window exterior woodwork to be scraped and repainted.
M. Where new wall meets existing walls, end of new wall to receive a caulk joint.
N. Where new wood trim meets existing wood trim, cope the new trim to align with existing trim profile.
GENERAL DEMOLITION NOTES
Revisions Date
E9-3183
AS-3178 E9-3161
E9-3183
AS-3178 E9-3161
E9-3183
E9-3161 AS-3172
E9-3183
AS-3178E9-3161
E9-3183
E9-3161AS-3172
E9-3183
E9-3161AS-3172
E9-3183
AS-3178E9-3161
E9-3183
AS-3178 E9-3161
E9-3183
AS-3178 E9-3161
E9-3183
E9-3161 AS-3172
E9-3183
E9-3161 AS-3172
E9-3183
AS-3178E9-3161
E9-3183
E9-3161AS-3172
E9-3183
E9-3161AS-3172
E9-3183
AS-3178E9-3161
E9-3183
AS-3178 E9-3161
E9-3183
AS-3178 E9-3161
E9-3183
E9-3161 AS-3172
E9-3183
E9-3161 AS-3172
E9-3183
AS-3178E9-3161
E9-3183
E9-3161AS-3172
E9-3183
E9-3161AS-3172
E9-3183
AS-3178E9-3161
REFLECTED CEILING PLAN LEGEND
6" Recessed downlight fixture
1'x2' Radiant Panel
2' x 2' acoustical tile ceiling
Gypsum board / portland cement plaster ceiling / soffit - painted
Flush-mount decorative light fixture
Utility light fixture
Existing decorative pendant light fixture
Chandelier decorative light fixture
Existing wood joists to be demolished and replaced after AHU installation
Existing wood paneling ceiling - painted
Existing wood ceiling trim / beam covering.
BASEMENT
BASEMENT
BASEMENT
004A
BASEMENT
BASEMENT
TECH CLOSET
CRAWL
SPACE
005A
MACHINE
ROOM
EQ EQ
EQ
EQ
101 102
104 105
3' -0
3'-0"
3'
0"
EQ
EQ
10'-11"
ACT-1
NEW CEILING THIS LEVEL.EQ
EQ
EQ
EQ
EQ
EQ
EQ EQ
7' -2
9.47
EQ EQ
5'-6" 5'-6"
3'-0"
26.02
3' -0
3'-0"
26.02
EQ
EQ
EQ
EQ
EQ EQ
3'-0"
EQ EQ EQ EQ EQ EQ
3'-0"
P-4
P-6
EXT
9.56
P-6
MTL-2
3' -0
A121
EQ EQ EQ EQ EQ EQ EQEQEQ EQ
EQ
EQ
EQ
EQ
EQ
EQ
A303
Sim
111B5.32
5.32
10'-10" 10'-10"
10'-0"
EQ EQ
6'-0"
2' -0
3' - 0"3' - 0" 2
207 208
OPEN TO
ABOVE
EQ
EQ
EQ
EQ
EQ
EQ
10'-4"
NEW CEILING THIS LEVEL.
ACT-1
3'-0"
26.02
7'
1/
4"
EQ EQ
EQ EQ 3'-0"3'-0"
3' -0
7'
-2
7' -2
7'
-2
3' -6
3'-0" 3'-0" 26.02
EQ EQ
A303
10'-2"
1' - 0"
3' -0
3'
-0
EQ
EQ
4' -0
4'
-0
3'-0" 3'-0"EQ EQ
A121
Sim
EQ
EQ
- 4
'-6
ALTERNATE 2
5.32
5.32
3'-6" 3'-6" EQ EQ 3'-6" 3'-6" 3'-6"
EQ EQ
3'-6" 2'-6"3'-6"3'-6"
EQ EQ
3'-6"3'-6"3'-6"2'-6"
EQ EQ
4' -7
/2
2'-6" 3'-6" 2'-6"
EQ
EQ
EQ
EQ
4' -7
/2
10'-3" 10'-3"
9'-0"
3' -6
7'-10"
OPEN TO
ABOVE
OPEN TO
ABOVE
1' - 0"
9.47
9.47 9.47
9.47
3'-0"26.02
2'-6"
EQ
EQ
6' -0
EQ
EQ
3'-7" 3'-7" 3'-0"
26.02
3'-0" EQ EQ 3'-0"
3' -0
7'
-2
7' -2
7'
-2
NEW CEILING THIS LEVEL.
EQ EQ
6.37
6.37
3' -6
EQ
EQ
EQ
EQ
EQ
EQ
ACT-1
7'-8"
EQ EQ3' - 0" 3' - 0"
A303
Sim
3' -0
3'
-0
EQ
EQ
6' -0
3'-0"
3'-0"
- 3
'-0
EQ
EQ
A121
Sim
2'-6" 3'-6" 3'-6" 3'-6"
EQ
EQ
EQ EQ
A602
3'-6" 3'-6" 3'-6" 2'-6"
3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 2'-6"
EQ
EQ
EQ EQ
EQ
EQ
EQ EQ
ALTERNATE 1
9'-4" 9'-4"
8'-10"
A602
A301
2 1'-8"1'-8"
1' -0
1' -0
EQ
EQ
EQ
EQ
EQ EQ EQ EQ
TOILET
TOILET
10'-10" 10'-10"
10'-0"
23.0423.04
S3.0
9.10
9.10
9.10
JASON
H.
ROSS
2118221
IO
HOFOETATS
R E G I S
ET R ED RA CH
TI
E C T
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/ 9/
0:
:5
AM
Stabilize / Improve Putnam Library B120
03.30.2026
REFLECTED CEILING PLANS
A121
NHMD
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
A. All wood blocking shall be fire retardant.
B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Project Engineer.
C. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.
D. See Electrical Drawings for lighting specifications.
E. All new and existing gypsum/plaster ceilings to be painted (P-4);
unless noted otherwise.
F. All new ceilings should be installed at the existing ceiling heights;
unless noted otherwise.
5.32 Exposed HSS kinked stair support beam under stair landing.
Paint to match surrounding ceiling. Coordinate with Structural Drawings.
6.37 New subfloor and floor structure after AHU installation. Refer to Structural Drawings.
9.10 Gypsum board suspension system.
9.47 Clean and paint existing soffit (p-6). Refer to exterior elevations for accent paint locations for trim.
9.56 Paint exterior patio corbels, wood decorative trim, moldings, doors, sidelights, transoms, and wood paneling ceiling (p-6).
Refer to elevations for accent paint locations.
23.04 Radiant panel. See Mechanical Drawings.
26.02 Align center of light fixtures with center of doorway.
GENERAL NOTES
N Scale: 1/8" = 1'-0"0 Reflected Ceiling Plan - BasementN Scale: 1/8" = 1'-0"1 Reflected Ceiling Plan - First Floor
N Scale: 1/8" = 1'-0"2 Reflected Ceiling Plan - Second FloorN Scale: 1/8" = 1'-0"3 Reflected Ceiling Plan - Third Floor
KEY NOTES
Scale: 1/4" = 1'-0"4 Enlarged Ceiling Plan
01 - FIRST FLOOR
100'-0"
02 - SECOND FLOOR
112'-8"
00 - BASEMENT
91'-8"
03 - THIRD FLOOR
124'-8"
04 - ATTIC
135'-9"
A301
A.4 A.4
E
A.5 A.5
A.2 A.2 A.2 A.2
A.1
A.5 A.5 A.6 A.6
A.3 A.3A.3 A.3
A302
5.31
C C C C
F F
32.02
32.06
7.06
7.47 7.04
7.06
7.07
7.07
A.1 A.1 A.1
A.3 A.3
G G
P-6
P-5
P-7
P-6
P-7P-7
P-6
P-7P-7 P-6
P-6
P-5
P-6P-6
P-6P-6
P-7
P-6P-6
P-7
P-5
MTL-1
MTL-2
7.06 ty p.
1' -0
"3'-0" typ.
P-6
P-6
9.54 8.30
8.34
5.28P-6
P-6
A602
CW1
1'
0"
8.49
01 - FIRST FLOOR
100'-0"
02 - SECOND FLOOR
112'-8"
00 - BASEMENT
91'-8"
03 - THIRD FLOOR
124'-8"
04 - ATTIC
135'-9"
A301
A301
A.6 A.6 A.6
A.3 A.3 A.3
D D D
A.5 A.5
A.3
A.6 A.5 A.5
A.3 A.2 A.2
D D
7.06
32.03
32.02
D D
A.3
A.5A.5
P-7
P-5
P-6
P-7
P-6
P-5
P-6
P-7
P-6
P-5
P-6 P-6
P-6
P-5
7.06
9.56
P-6
EX111A
A201
Sim
9.53
7.89
P-8
P-8 P-8
P-8 P-8P-8
A301
01 - FIRST FLOOR
100'-0"
02 - SECOND FLOOR
112'-8"
00 - BASEMENT
91'-8"
03 - THIRD FLOOR
124'-8"
04 - ATTIC
135'-9"
A301
A.3 A.3
E
A.5
A.2
A.1
A.2
A.5
A.1
A.3 A.3
A.6 A.6 A.5
A.2
C C
A.2
A.5 A.6
F F
A.4
7.06
7.06
7.07
7.06 7.06
7.07
CCCC
A.3 A.3
A.1A.1
A.6
A.4
G G
P-6P-6 P-7
P-6
P-6
P-6
P-5
P-5
P-6
P-7P-7 P-6
P-6P-6
P-6P-6
P-7 P-6
P-7
CC
9.55
P-6 P-6
8.30
A602
9.65
A602
01 - FIRST FLOOR
100'-0"
02 - SECOND FLOOR
112'-8"
00 - BASEMENT
91'-8"
03 - THIRD FLOOR
124'-8"
04 - ATTIC
135'-9"
A301
A301
A.5
A.2
D
A.3
A.6 A.5 A.5 A.5
A.2A.2
B B B
DDD
A.3 A.3 A.3
A.6A.6A.6
5.31
32.0232.06 32.03
7.06
7.47
7.06
D
A.5
P-5
P-6
P-7
P-6
P-5
MTL-1
MTL-2
P-7 P-6
P-5
P-6
P-7
P-6
P-5
7.89
9.53
4'-6"
6'
1"
9.57
P-6
5.28
P-6
5.10
3.10 10' - 10"
2'
0"
9.65
9.65
P-6
A301
7.55
2/ A2
014/ A2
1/A201
3/A201
8" +/-
4.16
JASON
H.
ROSS
2118221
IO
HOFOETATS
R E G I S
ET R ED RA CH
TI
E C T
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/ 9/
2:
:3
PM
Stabilize / Improve Putnam Library B120
03.30.2026
EXTERIOR ELEVATIONS
A201
EDMD
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
3.10 Patch and repair spalled concrete exterior foundations. See Structural Drawings.
4.16 Replace existing stone header member, to match existing.
Grout to match existing. Contractor to verify size in field.
5.10 Sheet metal panel.
5.28 New decorative metal corbel to match existing.
5.31 Composite metal panel.
7.04 Metal thru wall scupper, collector box, and downspout.
7.06 Copper downspouts to match existing. Provide new cast iron boot at grade. See Civil Drawings for connection to storm piping.
7.07 Re-solder as required existing gutter copper joints to create water tight construction.
7.47 Metal coping.
7.55 4" x 3" Prefinished metal downspout. See Civil Drawings for connection to storm piping.
7.89 Add new mesh bird screen to interior face of cupola louvers.
8.30 Existing door panel half lites to receive interior anti-shatter film.
8.34 Existing transom to receive interior anti-shatter film.
8.49 Removable area of curtain wall glazing for equipment
installation.
9.53 Paint existing cupola (P-6).
9.54 Paint existing exterior/interior sides of metal door (P-8). Paint door frame trim (P-6).
9.55 Paint existing exterior alcove brick walls (P-5) and wood panel ceiling (P-6).
9.56 Paint exterior patio corbels, wood decorative trim, moldings, doors, sidelights, transoms, and wood paneling ceiling (p-6).
Refer to elevations for accent paint locations.
9.57 Provide 4'6"w x 6'h paint mockup of brick and trim/soffit painted with specified colors. Color may need adjustment to reflect field conditions. Provide up to 3 revisions of mockups base upon approval. Coordinate with COR and architect.
9.65 Repaint existing exterior railing (P-8)
32.02 Concrete sidewalk. See Civil Drawings.
32.03 Guardrail mounted on concrete wall.
32.06 Handrail mounted on concrete sidewalk. See Civil Drawings.
KEY NOTES
Scale: 1/8" = 1'-0"3 New Work - North Elevation
Scale: 1/8" = 1'-0"2 New Work - East Elevation Scale: 1/8" = 1'-0"1 New Work - South Elevation
Scale: 1/8" = 1'-0"4 New Work - West Elevation
N.T.S.Scale:
Key Plan
A. Clean existing exterior masonry and ornamental sheet metal on all elevations. New paint to be applied on existing paint -no scraping of paint on exterior, unless noted otherwise.
B. All existing and new guardrails and handrails to be painted (P-8).
GENERAL EXTERIOR NOTES
N.T.S.Scale:5 Masonry at Exterior Wall Grate
TOILET
TOILET
A401
A401
G
BC B C
D
4A4
A401 sim sim 6 A4
A401
D sim sim
10 A4
12A4
13' - 0"
3'
1/
2"
11 3/4"
S1.1
6' - 1 1/2"
6.27
6.27 1'
6"
2' - 9"
S2.0 S2.0
E
E
F
G
TOILET
TOILET
15A4
A401
A401
A401
6 A4
A401
14 A4
17A4 01 G
D
B CBC
D
11 3/4"
13' - 0"
3'
1/
2"
S1.1
6.276.27 1'
6"
2' - 9"
S2.0 S2.0
E
E
F
G
8"
3' -0
2' -0
CUSTOM GRAB BAR
TOILET TISSUE
DISPENSER
3'
0"
1'-6"
TWO WALL
GRAB BAR
2'
3'
6"
3' -4
3' -6
3' -6
Finish Floor
MIRROR PAPER TOWEL
DISPENSER
COAT HOOK SOAP
DISPENSER
GRAB BARS,
TOILET TISSUE
DISPENSER
TOILET
TOILET
G8A4
A401
6 A4
A4012 A4
A401
A401
4A4
D
B B
D
C C
13' - 0"
1' - 1 1/2"
6'
1/
2"
6.24
6.27
6.27
6.23
1'
6"
S2.0 S2.0
E
E
F
F
G
P-3
2' -1
0"
1" 2'-6"
QTZ-1
PL-1
D
B1 w al l t ile
1'
1/
2"
9.51
26.01
2' -1
0"
2'-6"
QTZ-1
PL-1
D
B
B1
P-3
26.01 P-3
F
P-3
E G
P-3
3' - 10"
P-3
B
C w al l t ile
1'
9.51
P-3
B
G
P-3 P-3
B
C
E w al l t ile
1'
9.51
P-3
D
2' -1
0"
1" 2'-6"
QTZ-1
PL-1
26.01
B1
F
P-3
C
B E w al l t ile
1'
1/
2"
9.51
P-3
C
B E w al l t ile
2'
1/
2"
9.51
B
P-3 P-3
P-3
B
C w al l t ile
2'
1/
2"
9.51
2'-6"
2' -1
0"
PL-1
QTZ-1
B
D P-3
B1
F
B
P-3
F
G w al l t ile
1' -9
/2
P-3
B
C 9.51B
D
2'-6"
2' -1
0"
PL-1
QTZ-1
P-3
B1
26.01
F
B1
Sink
2' -1
0" 4"
2'-1"
1"
1'-1" 3" 8"
1/
4" 2'
-8
/4
2' -3
" m in
9"
12.05
6.26
12.27
12.07
1/ 2"
3"
1/ 2"6"
1/ 2"
2' -6
6"
P-3
T-1
PT-2
T-1
PT-2
T-1
PT-2
B-1
1"
1/2"
1/
4" 1/
2"
T-1
PT-2
9.51
1/ 2" se e el ev at io ns va rie s 6"
B-1
P-3
P-3
JASON
H.
ROSS
2118221
IO
HOFOETATS
R E G I S
ET R ED RA CH
TI
E C T
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/ 9/
0:
:0
AM
Stabilize / Improve Putnam Library B120
03.30.2026
INTERIOR ELEVATIONS -
RESTROOM
A401
NHMD
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
6.23 New wood base trim to match existing profile.
6.24 New wood crown moulding to match existing profile.
6.26 Plastic laminate over 3/4" plywood substrate.
6.27 New wood trim to match existing.
9.51 Wall tile to be installed 1" from the side edge of existing wood window sill molding.
12.05 Quartz surface (qtz-1) over substrate.
12.07 Solid surface integral sink (ss-1).
12.27 Removable panel with concealed fasteners: Plastic laminate over 3/4" plywood.
26.01 Light fixture. See Electrical Drawings.
KEY NOTES
TOILET ACCESSORIES SCHEDULE
MARK ITEM Manufacturer MODEL #
PROVIDED BY INSTALLED BY
O W
N
ER
C O
N
TR
AC
TO
R
O W
N
ER
C O
N
TR
AC
TO
R
B Two-Wall Grab Bar, 36" x54" Custom size Bobrick B-6897.MBLK X X C Surface-mounted toilet tissue dispenser Bobrick B-9547.MBLK X X D Frameless pill pivot mirror - 22" x 36", Aged Brass Rejuvanation 3497496 X X F Surface-mount paper towel dispenser Bobrick B-359039.MBLK X X G Coat hook Bobrick B-9541.MBLK X X
Scale: 3/8" = 1'-0"B Enlarged Plan - Toilet 202 & 203
Scale: 3/8" = 1'-0"C Enlarged Plan - Toilet 302 & 303
N.T.S.Scale:
Typical Mounting Heights - Toilet Accessories
Scale: 1/4" = 1'-0"
Toilet - 202 Scale: 1/4" = 1'-0"
Toilet - 203
Scale: 3/8" = 1'-0"A Enlarged Plan - Toilet 104 & 105
N.T.S.Scale:
Typ. Toilet Floor Tile Pattern
Scale: 1/4" = 1'-0"
Toilet 104
Scale: 1/4" = 1'-0"
Toilet 302
8 7 6 5 23 14
Scale: 1/4" = 1'-0"
Toilet - 105
N.T.S.Scale:
Toilet - 303
9101112
141617
N.T.S.Scale:
Typ. Toilet Wall Tile Pattern
N.T.S.Scale:
Casework Sections
ALTERNATE 1 ALTERNATE 1 ALTERNATE 1
ALTERNATE 2
Revisions Date
2 ADDENDUM 1 07.09.2026
N.T.S.Scale:
Typ. Wall tile Pattern at Windows
2 2
OPEN
P-1
P-1
P-2
23.05
23.05
2.29
X
X
X
Toilet Accessory
Equipment
Signage
Keynote
Material Finish
SYMBOL LEGEND
P-2
P-1
P-1
23.01 23.012.29
P-2
P-1
P-1
23.0123.01 2
P-2
P-1
P-1
10.41 10.41
23.0523.05
P-1
EX104 EX105
P-1
P-4
P-1
P-1
P-1
23.01
P-1
P-1
P-1
23.05 23.05
P-1
P-1P-1P-1P-1
23.01
P-1
P-1
6.38
P-4
P-1
P-1
P-2
23.05 23.05
OPEN
P-1
P-2
112B
OPEN
P-2
P-1
23.01 9.69
P-2
P-1
OPEN
9.69
JASON
H.
ROSS
2118221
IO
HOFOETATS
R E G I S
ET R ED RA CH
TI
E C T
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/ 9/
0:
:0
AM
Stabilize / Improve Putnam Library B120
03.30.2026
INTERIOR ELEVATIONS- FIRST
FLOOR
A402 DesignerApprover
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
2.29 Existing dumbwaiter to remain in place. Protect during
construction.
6.38 Wood panel infill at existing opening. Wood stain to match existing opening trim.
9.69 Repaint metal wall grate to match surrounding wall color.
10.41 Semi-recessed fire extinguisher cabinet.
23.01 Mechanical Equipment. See Mechanical Drawings.
23.05 Wall mounted fin tube. See Mechanical Drawings.
KEY NOTES
3 2
58 7 6
Scale: 1/4" = 1'-0"
Foyer 102
Scale: 1/4" = 1'-0"
Archives 106
1417 16 15
Scale: 1/4" = 1'-0"
Vestibule 108
1821 20 19
Scale: 1/4" = 1'-0"
Conference Room 107
Scale: 1/4" = 1'-0"
Staff Room 111 912 11 10
Revisions Date
OPEN
P-2
P-1
9.69 9.6923.05 23.059.69
2.29
P-2
P-1
23.0123.01
2.29
OPEN
P-1
P-2
10.41
9.699.69
10.41
23.0523.05
P-2
P-1
23.0123.0123.01 2
23.01
202 203
P-1
X
X
X
Toilet Accessory
Equipment
Signage
Keynote
Material Finish
SYMBOL LEGEND
OPEN
P-2
P-1
23.01
P-2
P-1
9.69
P-2
P-1
23.05 23.05
P-2
P-1
9.69
P-2
P-1
23.0523.05
OPEN
P-2
P-1
OPEN
P-1
P-2
23.01
P-2
P-1
9.69
P-1
P-1
A602
P-1
P-1
23.01
P-1
P-1
JASON
H.
ROSS
2118221
IO
HOFOETATS
R E G I S
ET R ED RA CH
TI
E C T
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/ 9/
0:
:1
AM
Stabilize / Improve Putnam Library B120
03.30.2026
INTERIOR ELEVATIONS-SECOND
FLOOR
A403 DesignerApprover
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
Scale: 1/4" = 1'-0"
Stairs 201
Scale: 1/4" = 1'-0"
Research Room 204
2.29 Existing dumbwaiter to remain in place. Protect during
construction.
9.69 Repaint metal wall grate to match surrounding wall color.
10.41 Semi-recessed fire extinguisher cabinet.
23.01 Mechanical Equipment. See Mechanical Drawings.
23.05 Wall mounted fin tube. See Mechanical Drawings.
KEY NOTES
18192021
Scale: 1/4" = 1'-0"
Office 205
12 910
16 15 1417
Scale: 1/4" = 1'-0"
Office 206
Scale: 1/4" = 1'-0"
Stair 209
X
X
X
Toilet Accessory
Equipment
Signage
Keynote
Material Finish
SYMBOL LEGEND
302 303
P-1
OPEN
10.41
9.699.69
10.41
P-1 P-2
23.0523.05
23.0123.01
P-1
P-2
OPEN
P-2
P-1
P-2
P-1
9.69
P-2
P-1
23.0523.05
P-2
P-1
P-2
P-1
23.0523.05
OPEN
9.69
P-1
P-2
OPEN
P-2
P-1
23.01 9.69
P-1
P-2
OPEN
9.69 9.69 9.69
2.29
23.0523.05
P-1
P-1
23.01
P-1
23.0123.01
P-1
P-2
2.29
41' - 1" 10"10"
4' - 4"4' - 4"4' - 4"1' - 0"4' - 5"4' - 5"4' - 5"1' - 0"4' - 3"4' - 3"4' - 3"
2'-10" 3'-8" 2'-10"
9' - 6"
P-8
10"10"
JASON
H.
ROSS
2118221
IO
HOFOETATS
R E G I S
ET R ED RA CH
TI
E C T
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/ 9/
0:
:2
AM
Stabilize / Improve Putnam Library B120
03.30.2026
INTERIOR ELEVATIONS-THIRD
FLOOR
A404 DesignerApprover
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
2.29 Existing dumbwaiter to remain in place. Protect during
construction.
9.69 Repaint metal wall grate to match surrounding wall color.
10.41 Semi-recessed fire extinguisher cabinet.
23.01 Mechanical Equipment. See Mechanical Drawings.
23.05 Wall mounted fin tube. See Mechanical Drawings.
KEY NOTES
21 20 1922
1518 17 16
Scale: 1/4" = 1'-0"
Office 305
Scale: 1/4" = 1'-0"
Office 306
Scale: 1/4" = 1'-0"
Research Room 304
Scale: 1/4" = 1'-0"
Stair 301
121110
Scale: 1/4" = 1'-0"
Stair 309
36 5
3"
2"
8.02
H2
J2
H3
J3
8.02
2"
7.81
8.02
7.81
7.19
8.02
2"
7.81
3.09
5.10
5.17 7.45
1 7/8"
7.19
3.09
5.10
5.17
7.45
7.81
2"
SEE PLAN SEE PLANSEE PLAN
2"
1/2" 1/2"
H4
J4
8.02
9.21
9.80
8.02
9.09
9.21
9.80
9.08
7.82
7.82 1/2" 1/2"
2"
SEE PLAN
H1
J1
9.21
9.80
9.09
9.21
9.80
9.08
2 1/4"
1/
4"
6.27
8.24
6.27
8.24
2"
SEE
SCHED. 2"
2"
SE
E
SC
H
ED
U
LE
7 1/4"
SEE
SCHED. 7 1/4"
SE
E
SC
H
ED
U
LE
SEE SCHED.
SE
E
SC
H
ED
U
LE
SEE SCHED.
5" 5"
SE
E
SC
H
ED
U
LE
5" 1'
2"
FFG
SEE SCHED.
SE
E
SC
H
ED
U
LE
A
5"
5" 4"
4"
11"
1/
4"
SEE SCHED.
A
SE
E
SC
H
ED
4'-0"
5' -1
0"
B
EQ EQ EQ
EQ
EQ
C
7' -6
3'-7"
F
3'
1'-11".
D
3'-0"
2' -6
E ø 2' - 5"
J5 A601
A303
J5 A601
Sim
IG-2
IG-2
IG-2
IG-1
IG-1
IG-1
IG-1
7' -1
3'
-1 0"
1' -1
1/
2"
'-4
1' -8
7'
-1 0"
1' -3
/2
1'-8" 3'-7" 3'-9"
9'-0"
'-1
1"
8.40
CW1
A303
A303
A303
A303
Sim
112A
8.49
J5 A601
Sim
9' - 0"
IG-2
IG-2
IG-2
IG-1
IG-1
IG-1
IG-1
3'-9" 3'-7" 1'-8"
1' -3
/2
7'
-1 0"
1' -8
'-4
1' -1
1/
2" 3'
-1 0"
7' -1
'-1
1"
8.40
CW2
A303
A303
A303
A303
Sim
3.63.7
D.6
7.65
9.70
7.67
P-8
8.40
7.75
6'-6"
8.29
EX111A
A601
4'
1/
2" 2'
1/ 2"
2'-4" 2'-4"
P-1
2' - 5"
3'
1/
2"
8.30
ASF-1
2.08
2.08
8.33
1"
5"
JASON
H.
ROSS
2118221
IO
HOFOETATS
R E G I S
ET R ED RA CH
TI
E C T
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/ 9/
2:
:5
PM
Stabilize / Improve Putnam Library B120
03.30.2026
DOOR & WINDOW SCHEDULES,
CURTAIN WALL DETAILS
A601
EDMD
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
DOOR SCHEDULE
DOOR #
BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION
HDWE
SET REMARKSRM RM TYPE MAT'L
SIZE
TYPE MAT'L HEAD JAMB# W H T
107 106 FG WD 1 3'-5" 7'-1" 1 3/4" - ALUM
004 004 EXT F HM 1 3'-9" 6'-4" 1 3/4" 1 HM H2 J2 3 Blast Rated 006 EXT 006 F HM 1 3'-6" 6'-8" 1 3/4" 1 HM H3 J3 3 Blast Rated
112A 112 EXT FG ALUM 2 3'-6" 7'-0" 1 1/2" ALUM J5 1 See Curtain Wall Elevations. Blast Rated.
112B 108 112 FG HM 1 3'-8" 7'-0" 1 3/4" 1 HM H2 J2 2 Blast Rated. Door height is approximate; align frame to nearest full brick course.
202 201 202 A WD 1 3'-0" 7'-0" 1 3/4" 2 WD H1 J1 4 Deduct 2 203 201 203 A WD 1 3'-0" 7'-0" 1 3/4" 2 WD H1 J1 4 Deduct 2 302 302 301 A WD 1 3'-0" 7'-0" 1 3/4" 2 WD H1 J1 4 Deduct 1 303 301 303 A WD 1 3'-0" 7'-0" 1 3/4" 2 WD H1 J1 4 Deduct 1
402 401 402 F HM 1 4'-0" 6'-0" 1 3/4" 1 HM H4 J4 5
403 403 401 F HM 1 4'-0" 6'-0" 1 3/4" 1 HM H4 J4 5
EX101A EXT 101 HM 1 3'-6" 7'-0" 1 3/4" EX Existing exterior door to receive anti-shatter film on glazed openings.
EX101B 101 FG HM 1 3'-5" 7'-0" 1 3/4" 1 HM EX Existing exterior door to receive anti-shatter film on glazed openings.
EX104 104 102 A WD 1 3'-0" 7'-0" 1 3/4" 2 WD H1 J1 4 Existing interior door panel to be removed and reinstalled. Door to receive new hardware.
EX105 102 105 A WD 1 3'-0" 7'-0" 1 3/4" 2 WD H1 J1 4 Existing interior door panel to be removed and reinstalled. Door to receive new hardware.
EX111A 111 EXT FG WD 2 3'-4" 8'-0" 1 1/2" WD EX Existing exterior door to receive new laminated storm windows and anti-shatter film.
2.08 Existing window trim to remain. Scrape, repair, and repaint.
3.09 8" concrete wall. See Structural Drawings.
5.10 Sheet metal panel.
5.17 Metal starter.
6.27 New wood trim to match existing.
7.19 2" polyisocyanurate insulation.
7.45 Metal flashing with continuous cleat. Fastened every 24" O.C.
7.65 Exterior 3" expansion joint.
7.67 Interior 3" corner to wall expansion joint.
7.75 1 HR rated 3" floor to wall expansion joint.
7.81 Continuous sealant over backer rod.
7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant
@ rated walls each side.
8.02 Hollow metal frame.
8.24 Wood frame.
8.29 Existing door side and top lites to remain and receive new exterior vented storm window. Repaint existing wood window frame and trim to match existing.
8.30 Existing door panel half lites to receive interior anti-shatter film.
8.33 New aluminum exterior vented storm window with laminated inner lite. Refer to specifications.
8.40 Blast- Rated Curtain Wall System
8.49 Removable area of curtain wall glazing for equipment installation.
9.08 Metal framing box header.
9.09 Double metal framing at jambs, typ.
9.21 5/8" Type X gypsum board.
9.70 Provide intumescent paint on surface of exposed column. Prepare surface to be painted.
9.80 Acoustic insulation
N.T.S.Scale:
H.M. Frame Details N.T.S.Scale:
Frame Types N.T.S.Scale:
Door Types
KEY NOTESWINDOW SCHEDULE
MARK HEIGHT WIDTH SILL HEIGHT AFF COMMENTS Count
A.1 7'-3" 3'-4" 2'-6" Interior lite to be laminated. Refer to Window Sections Sheets. 8 A.2 6'-7" 3'-6" 2'-10" Interior lite to be laminated. Refer to Window Sections Sheets. 15 A.3 6'-7" 3'-4" <varies> Interior lite to be laminated. Refer to Window Sections Sheets. 20 A.4 5'-3" 3'-1" 8'-8" Interior lite to be laminated. Refer to Window Sections Sheets. 4 A.5 5'-3" 3'-6" 2'-4" Interior lite to be laminated. Refer to Window Sections Sheets. 21 A.6 5'-3" 3'-4" 2'-4" Interior lite to be laminated. Refer to Window Sections Sheets. 14 B 5'-10" 4'-0" 2'-7" Interior lite to be laminated. Refer to Window Sections Sheets. 3 C 7'-6" 3'-7" 2'-9" Interior lite to be laminated. Refer to Window Sections Sheets. 16 D 2'-6" 3'-0" 8'-4" Interior lite to be laminated. Refer to Window Sections Sheets. 14 E 2'-5" 2'-5" 4'-4" Interior lite to be laminated. Refer to Window Sections Sheets. 2 F 3'-11" 1'-11" 0" Louver to replace attic windows. Blast Rated. 4 G Blast rated skylight with fiber reinforced panel structural system. 2 Grand total: 123
N.T.S.Scale:
Window Elevations
Curtain Wall Types Scale: 1 1/2" = 1'-0"
Curtain Wall Details
J5
Scale: 1/4" = 1'-0"17 Elevation - Door EX111A Scale: 1 1/2" = 1'-0"18 Storm Window Detail ALL BLAST RATED ASSEMBLY
Type Mark Description
GLAZING LEGEND
IG-1
IG-2
1 5/16" Insulated Glazing Unit, blast-resistant 1 5/16" Insulated Glazing Unit, blast-resistant spandrel
AS-3178 E9-3161
E9-3183
AS-3178 E9-3161
E9-3183
E9-3161 AS-3172
E9-3183
AS-3178E9-3161
E9-3183
E9-3161AS-3172
E9-3183
E9-3161AS-3172
E9-3183
AS-3178E9-3161
E9-3183
AS-3178 E9-3161
E9-3183
AS-3178 E9-3161
E9-3183
E9-3161 AS-3172
E9-3183
E9-3161 AS-3172
E9-3183
AS-3178E9-3161
E9-3183
E9-3161AS-3172
E9-3183
E9-3161AS-3172
E9-3183
AS-3178E9-3161
E9-3183
AS-3178 E9-3161
E9-3183
AS-3178 E9-3161
E9-3183
E9-3161 AS-3172
E9-3183
E9-3161 AS-3172
E9-3183
AS-3178E9-3161
E9-3183
E9-3161AS-3172
E9-3183
E9-3161AS-3172
E9-3183
AS-3178E9-3161
VESTIBULE
FOYER
HAC
TOILET
TOILET
ARCHIVES
CONFERENCE
ROOM
VESTIBULE
CLOSET
CLOSET
STAFF ROOM
12.01
12.0112.01
9.19
9.19
2.04
2.042.04
P-1
P-3
MT-1
9.24
9.24
P-1 P-2
P-1 P-2
P-1
CPT-2
P-1
PT-2
T-1
PT-1
QTZ-1
P-3
PT-2
T-1
PT-1
P-1
P-1
LOBBY
QTZ-1
RST-1
RST-1
12.01
12.0112.01
CPT-2
CPT-1
CPT-1
MT-1
6.23
6.23 6.25
6.23 6.25
6.25
6.23
6.24
6.24
6.23
6.23
6.23 6.25
6.23
6.23
6.23
9.45 9.60
9.55
9.54
9.54
9.59 9.59 9.59 9.59
2.05
ELEVATOR
RESEARCH
ROOM
OFFICE
STAIR
TOILET
TOILET
STAIR
CLOSET
CLOSET
P-1 P-2P-1
9.19
P-1 P-2P-1
CPT-2
2.042.04
9.19
P-1
P-1 P-2
6.23
P-3
PT-2
T-1
PT-1
QTZ-1
P-3
PT-2
T-1
PT-1
QTZ-1
9.24
9.24
RST-1
RST-1
WF-1
OFFICE
2' -6
PT-3
2' -6
PT-3
6.23
6.24
6.23
6.23
6.23 6.24
6.24
6.24
6.24
6.23
6.24
6.23 6.24
6.23
6.23
6.24
ALTERNATE 2
WF-1
WF-1WF-1
WF-1
LOBBY
ELEVATOR
4'
0" 4'
0"
4'
0"
9.63
4' - 0"
RESEARCH
ROOM
304 STAIR
OFFICE
STAIR
TOILET
TOILET
OFFICE
CLOSET
CLOSET
2.04
2.04
OPEN TO BELOW
CPT-2
P-1 P-1
P-2
P-1 P-2
P-1
P-1 P-2
P-1
9.19 9.24
9.19 9.24
LOBBY
P-3
PT-2
T-1
PT-1
QTZ-1
P-3
PT-2
T-1
PT-1
QTZ-1
PT-3
RST-1
RST-1
WF-1WF-1
WF-1
6.23
6.23
6.23
6.24
6.24
6.24
6.24
6.23
6.24 6.23
6.24 6.23
6.23
6.24
6.23
6.24
6.22
6.23
PT-3
2' -6
2'
-6
ALTERNATE 1
1.03 1.03
1.03
WF-1
WF-1
1.03
1.03
ELEVATOR
X
X
X
Toilet Accessory
Equipment
Signage
Keynote
Material Finish
SYMBOL LEGEND
6.29
9.28
2.03
9.78
9.82
9.79
JASON
H.
ROSS
2118221
IO
HOFOETATS
R E G I S
ET R ED RA CH
TI
E C T
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/ 9/
0:
:3
AM
Stabilize / Improve Putnam Library B120
03.30.2026
FINISH PLANS & FINISHES KEY
AF101
NHMD
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
A. Finish tag under room name denotes all walls in room receive said material. Accent surface to be noted otherwise.
B. All exposed mechanical grilles, fire extinguisher cabinets, metal panels shall be painted to match adjacent surface color; unless noted otherwise.
C. All walls shall be painted (p-1); unless noted otherwise. All gyp./plaster ceilings shall be painted (p-4); unless noted otherwise.
D. Provide metal transition strips at all flooring material changes. Locate transition materials at center of door; unless noted otherwise.
E. Electrical devices such as conduit molding, plug molds, chases, panels, etc. shall be painted to match adjacent wall color. Electrical receptacle cover plates & toggles, telephone/data coverplates shall be metal. All toggles shall be white. Thermostat covers shall be white. Any electrical devices mounted in wood paneling, wainscot or trim shall match the finish/color of the adjacent wood.
F. Salvage any wood base, crown moldings, wainscoting, trim and molding during demolition. Reuse the existing wood trim and supplementing it with new material to match the existing if they don't have enough or damage too much in removal.
G. Where new finishes match existing finishes, or new finishes are not required, maintain existing finishes where possible during demolition and construction phase for reuse. Patch and match existing finishes where disturbed by construction.
H. Refer to page (A202) for exterior paint locations.
1.03 Deduct 3 - All labor and materials associated with the interior demolition / installation of the Third Floor Hardwood Floors. These floors will be existing to remain, and will be sanded down and refinished, stain to match existing. See Specifications.
2.03 Existing wall to remain.
2.04 Existing finishes to remain.
2.05 Existing masonry hearth to remain.
6.22 Repair and refinish existing wood base trim.
6.23 New wood base trim to match existing profile.
6.24 New wood crown moulding to match existing profile.
6.25 New wood chair rail to match existing profile.
6.29 Wood floor joists. See Structural Drawings.
9.19 Provide rubber stair treads on all stairs (rst-1) and new rubber flooring at all landings. Install where existing flooring was located.
9.24 Gypsum underneath stair case/landings shall be painted (p-4).
9.28 Gypsum board ceiling.
9.45 Paint all walls (p-1), paint wood decorative trim, moldings, doors and wood ceiling (p-4).
9.54 Paint existing exterior/interior sides of metal door (P-8). Paint door frame trim (P-6).
9.55 Paint existing exterior alcove brick walls (P-5) and wood panel ceiling (P-6).
9.59 Paint existing column (P-4).
9.60 Resilient base. See Room Finish Schedule.
9.63 Provide qty (3) min. Wood stain samples in field on installed floors.
Multiple samples may be necessary in order to match existing floors.
Coordinate with architect.
9.78 Repair plaster behind wood wall trim as needed after removal and reinstallation of wood trim.
9.79 Existing wood base trim to be reinstalled above hardwood floors.
Remove and reinstall shoe mold as necessary for height discrepancies.
9.82 Hardwood floors over 1/2" underlayment over existing decking over wood joists. See Finish Schedule and Structural Drawings. New finish floor height to align with existing finish floor height unless noted otherwise.
12.01 Manual roller window shades (rs-1). Refer to finish legend for shade details. Provided and installed by contractor.
KEY NOTES
GENERAL FINISH PLAN NOTES
Scale: 1/8" = 1'-0"1 Finishes Plan - First Floor Scale: 1/8" = 1'-0"2 Finishes Plan - Second Floor
Scale: 1/8" = 1'-0"3 Finishes Plan - Third Floor
FINISHES KEY
TAG FINISH TYPE MANUFACTURER PRODUCT / COLOR
06 41 16 PLASTIC LAMINATE CLAD ARCHITECTURAL CABINETS
PL-1 Plastic Laminate (restroom casework) Formica Macchiato Walnut
07 31 13 ASPHALT SHINGLES
LAS-1 Laminated architectural asphalt shingles. GAF Slateline, Antique Slate
07 42 13 METAL COMPOSITE PANELS
MTL-1 Exterior aluminum composite material panels Alucobond USA Alucobond Plus, Driftwood Mica, 36"x12"
MTL-2 Exterior sheet metal fascia and soffit Dark bronze
08 52 00 ALUMINUM CLAD WOOD WINDOWS
W-1 Exterior windows Pella Exterior finish: classic white, interior finish: Wood stain to match existing.
08 87 00 ARCHITECTURAL WINDOW FILMS
ASF-1 Anti-Shatter Film (windows) 3M Safety and Security Window Film Safety Series - S140
09 30 13 PORCELAIN TILE
B-1 Porcelain Tile (cove base) Daltile Color wheel, 6" x 6", Matte black, Glossy PT-1 Porcelain Tile (floor) Daltile Keystones, Biscuit/Black dot DK20, 1" x 2" PT-2 Porcelain Tile (wall) Daltile Color wheel, 3" x 6", Biscuit, Glossy PT-3 Ceramic Tile (fireplace hearth) Fireclay Tile Antique, 4"x8", brick half bond install T-1 Porcelain Tile (trim) Daltile Color wheel, jolly, 1/2" x 12", Matte black, Glossy
09 64 10 HARDWOOD FLOORING
WF-1 Hardwood Floors Nydree Plainsawn white oak, custom stain to match existing, 4"W x 47"L planks, brick install
09 65 13 RESILIENT BASE AND ACCESSORIES
RST-1 Rubber Stair Treads/ landing Tarkett-Johnsonite Rubber stair treads and landing, rounded nosing, black
09 65 19 RESILIENT TILE FLOORING
MT-1 Marmoleom Tile Forbo Marmoleum Modular, Liquid Clay, 20" x 20", Custom install pattern
09 68 00 CARPETING
CPT-1 Modular Carpet Tile Patcraft Running stitch, 18"x36", Sheer 00120, basketweave install CPT-2 Modular Carpet Tile (walk-off) Milliken Obex Tile, FRC174-133 Taupe, 50xm x 50xm, Ashlar Install
09 91 00 PAINT
P-1 Interior Paint (field) Benjamin Moore 1472 Sliver Chain P-2 Interior Paint (accent) Benjamin Moore OC-23 Classic Gray P-3 Interior Paint (restrooms) Benjamin Moore HC-145 Van Courtland Blue P-4 Interior Paint (ceiling) Benjamin Moore OC-64 Pure White P-5 Exterior Paint (field) Benjamin Moore HC-113 Louisburg Green P-6 Exterior Paint (accent) Benjamin Moore OC-64 Pure White P-7 Exterior Paint (accent) Benjamin Moore HC-145 Van Courtland Blue P-8 Exterior Paint (metal railings) Benjamin Moore AF-655 Silhouette
12 24 00 FURNISHINGS
RS-1 Manual Roller Window Shade Mechoshade Urbanshade, EuroTwill 6000 series, 6018 Stone, 1% openess, Fascia: Alabaster
12 36 00 COUNTERTOPS
QTZ-1 Quartz ( restroom countertop) Cambria Signature Series, Armitage SS-1 Solid Surface (restroom sink) Wilsonart AV1512 Oval ADA vanity bowl, Antique white 1572SL
N.T.S.Scale:
Masonry Fireplace Repair
N.T.S.Scale:
Existing Trim Profile
N.T.S.Scale:
Existing Chair Rail Profile
N.T.S.Scale:
Existing Mould Profile
Revisions Date
2 ADDENDUM 1 07.09.2026
Scale: 1 1/2" = 1'-0"8 Wood Trim Reinstallation
FOUNDATION PLAN NOTES:
1. REFERENCE PLAN ELEVATION 100'-0" = 959'-4" MEAN SEA LEVEL.
2. DOORS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE
ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS.
3. SEE SHEET S002 FOR ABBREVIATIONS & LEGEND (SYMBOLS).
4. VERIFY ALL EXISTING BUILDING DIMENSIONS.
5. SLOPE SLAB TO FLOOR DRAINS, COORDINATE WITH
ARCHITECTURAL & PLUMBING DRAWINGS.
6. CENTER ALL COLUMN FOOTINGS UNDER COLUMN CENTERLINES,
UNO IN PLAN OR SECTION.
FOUNDATION PLAN KEYNOTES:
NO. DESCRIPTION
1. 8"x8" NOMINAL HEAVY TIMBER POST SOUTHERN PINE No 1.. LOCATE POST CENTERED
UNDER JAMB IN THE EXISTING WALL ABOVE.
Kn
2. STAIR ON GRADE, SEE ARCH FOR STAIR DETAILS
3. SAW CUT AND REMOVE SECTION OF SLAB TO PLACE NEW POST FOOTER. REPLACE
SLAB AND MATCH EXISTING FINISHED FLOOR ELEVATION.
4. SAW CUT AND REMOVE SECTION OF SLAB TO PLACE NEW POST FOOTER. REPLACE
SLAB AND MATCH EXISTING FINISHED FLOOR ELEVATION. SUPPORT EXISTING STAIR AS
NEEDED AS IT IS TO REMAIN.
5. TRENCH DRAIN TO BE CAST INTO MAT SLAB. SEE CIVIL AND ARCH
6. FOUNDATION DRAIN PIPE, SEE CIVIL FOR LOCATION AND FOR CONTINUATION, SEE
SECTION FOR PIPE TRENCH FILL.
7. STEP IN MAT SLAB TO PASS OVER EXISTING ADJACENT WALL FOOTING. CONTRACTOR
TO EXPOSE EXISTING WALL FOOTING AND NOTIFY EOR OF FOOTING'S PROJECTION
FROM FACE OF MASONRY WALL AND ELEVATION AT BOTTOM OF FOOTING
8. COORDINATE DOOR OPENING SIZE AND LOCATION WITH ARCHITECTURAL.
9. ELEVATOR SUMP PIT, COORDINATE SIZE AND LOCATION w/ ELEVATOR SUPPLIER
10. ELEVATOR HYDRAULIC PISTON, COORDINATE WITH ELEVATOR SUPPLIER FOR
LOCATION, SIZE, AND INSTALLATION REQUIREMENTS. PISTON TO PENETRATE THROUGH
ELEVATOR PIT SLAB AND MAT FOUNDATION SLAB.
NOTES:
1. SEE RELATING SECTIONS FOR ADDITIONAL INFORMATION.
2. CENTER PEDESTAL ON COLUMN CENTERLINE (UNLESS NOTED OTHERWISE).
3. COORDINATE PEDESTAL ORIENTATION WITH FOUNDATION PLAN.
4. REINFORCING HAS 2" CLEARANCE TO EXTERIOR FACE OF CONCRETE.
5. WHERE ANCHOR BOLTS ARE PLACED IN THE TOP OF PEDESTAL, PLACE (3) #3 TIES IN THE TOP 5" OF
PEDESTAL, IN ADDITION TO SCHEDULED TIE REINFORCING.
6. EXTEND PEDESTAL REINFORCING TO 4" CLEAR OF BOTTOM OF FOOTING & TERMINATE w/ STANDARD HOOK.
PATTERN TYPES:
TYPE A
NOTE 5
SEE
SCHEDULE
SEE
RELATING
SECTION
SECTION
NOTE 6
Pn
BASE PL, SEE PLAN
BASE PLATE ANCHOR,
SEE BASE PLATE DETAIL
210.5 4 5 6 7 8 8.5
E
D.4
D
C
A
C.8
B.2
8' -1
1/
8"
9'
-1 1"
'-8
/8
'-0
'-0
'-6
10'-4 1/2" +/- 15'-6" +/- 13'-11" +/- 13'-6" +/- 14'-3" +/- 14'-2 1/2" +/- 14'-1" +/- 14'-9 1/2" +/- 10'-0" +/-
3.73.6 5.3
2'-10"
3' -8
3'
-6
K1
K1
HSS 5x5x1/4 STAIR
SUPPORT POST
K1
2' -9
3'
-3
K1
HSS 5x5x1/4 STAIR
SUPPORT POST
18" THICK MAT
FOOTING
S201
P1
P1
10" THICK CONCRETE
ELEVATOR PIT SLAB
ON FILL, T/SLAB 96'-0"
22'-5"
8" 8"
2' -7
/4
9'-9"
8" 8"
8"
EXISTING FLOOR
REINFORCEMENT POSTS,
DO NOT DISTURB, TYP
SLOPE
S201
S181 2
S201
7" 2'-8 7/8"
1' -5
S201
K2
S201
S201
REINFORCED CONCRETE
FOUNDATION WALL, TYP
REINFORCED
CONCRETE
RETAINING WALL
8"
8"
5' -1
0"
'-0
12'-8" 9'-2"
K3
K3
K3
K3
D.6
B
1' -0
/2
8" 8"
1' -0
/2
9'-9"
BP2
BP2
4' -3
S201
S201
S201
S201
2'-1" +/-
4' -3
1'-9" +/-
4"
T/SLAB 91'-8"
T/SLAB 91'-6"
SLOPE HIGH
EL 91'-6", TYP
SLOPE LOW
EL 91'-4"
8"
3'-10" 2'-0"
SLOPE
K5
K6
K7
K8
K9
8" 8"
K10
S
LO
P E
S201
1' -5
COPYRIGHT ©
THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE
PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT
NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR
USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE
FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN
CONSENT OF SCHAEFER
Schaefer Project Number:
VA Project No.
RDC/JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
2300.69
7/ 8/
:5
7:
P M
Stabilize / Improve Putnam Library B120
03.30.2026
FOUNDATION PLAN
S101
CDHHLH
552-21-102
Dayton, Ohio
GREG HOPPER - COR
100% BID DOCUMENTS
22042.00
PEDESTAL SCHEDULE
MARK
SIZE
PATTERN
REINFORCING
REMARKSB L VERTICAL BARS TIES
P1 11" 1'-5" A (8) #5 #3 @ 10"oc USE STD HOOK ON TOPS
OF ALL VERTICAL BARS
STRUCTURAL ENGINEERS
schaefer 800.542.3302
-inc.com
NORTH
1/4" = 1'-0"
PARTIAL FOUNDATION
FOOTING SCHEDULE (ISOLATED)
MARK
SIZE
THICKNESS (H) REINFORCING REMARKSLENGTH (L) WIDTH (B)
25 2'-6" 2'-6" 1'-0" (3) #5 BOTTOM, EA WAY
30 3'-0" 3'-0" 1'-0" (4) #5 BOTTOM, EA WAY
32 3'-0" 2'-0" 1'-0" (3) #5 BOT LONGITUDINAL,
(4) #5 BOT TRANSVERSE
2 ADDENDUM 1 07/09/2026 07/08/2026
AS-3178
E9-3161
E9-3183
AS-3178
E9-3161
E9-3183
E9-3161
AS-3172
E9- 3183
AS- 3178
E9- 3161
E9- 3183
E9- 3161
AS- 3172
E9- 3183
E9- 3161
AS- 3172
E9- 3183
AS- 3178
E9- 3161
E X
IS
T x1 w
/ 2 x1
S
IS
T
E R
E D
L1
L2
#5Tx2'-6"@12"oc
#5 Tx
2' -6
"o c
#5 Tx
2' -6
"o c
#5Tx2'-6"@12"oc
WOOD FLOOR & ROOF FRAMING PLAN NOTES:
1. T/EXIST FLOOR DECKING:
A. BASEMENT EL: 91'-8"
B. FIRST FLOOR EL: 100'-0"
C. SECOND FLOOR EL: 112'-8"
D. THIRD FLOOR EL: 124'-8"
E. ATTIC FLOOR EL: 135'-9"
2. BACKGROUND ARCHITECTURAL LAYOUT:
A. DOORS & WINDOWS ARE SHOWN IN APPROXIMATE LOCATIONS, SEE ARCHITECTURAL
DRAWINGS FOR EXACT LOCATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL
DIMENSIONS & ELEVATIONS.
B. DIMENSIONS ARE TO FACE OF STUD OR MASONRY, UNO.
3. PROVIDE ADDITIONAL (2) 2x6 STUDS IN WALL AT EACH GUARDRAIL (DECK OR JULIET)
CONNECTION TO WALL LOCATION, SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS.
ADDITIONAL STUDS NOT REQUIRED IF CONNECTING TO WINDOW/DOOR OPENING JAMB.
4. REFERENCE UPPER LEVEL FLOOR & ROOF FRAMING PLANS & PLAN NOTES FOR ADDITIONAL
LOCATIONS OF BEARING STUDS FROM ABOVE. PROVIDE WOOD STUDS & BLOCKING EQUAL TO
OR WIDER THAN BEAM/GIRDER, CONTINUOUS TO BEAM/FOUNDATION.
5. REFER TO THE FOLLOWING:
A. SHEET S001 & S002 STRUCTURAL NOTES, ABBREVIATIONS & LEGENDS (SYMBOLS).
B. SHEET S301 WOOD DETAILS.
C. SHEET S401 STEEL DETAILS.
D. SHEET S501 MASONRY DETAILS & SCHEDULES.
6. WHERE JOISTS ARE SHOWN TO BE SISTERED, THE FLOOR SYSTEM IS TO REMAIN AND THE
SISTERED JOISTS INSTALLED FROM THE UNDERSIDE OF THE FLOOR.
FIRST FLOOR FRAMING PLAN KEYNOTES:
NO. DESCRIPTION
Kn
1. EXISTING CAST IRON COLUMN TO REMAIN.
2. EXISTING FLOOR REINFORCEMENT POSTS BELOW, DO NOT DISTURB.
3. 8"x8" HEAVY TIMBER POST. LOCATE POST UNDER JAMB IN THE EXISTING WALL BELOW.
4. SISTER 2x10 LVL JOIST TO EXISTING JOISTS AT EDGE OF STAIR OPENING.
5. SISTER (2) 1-3/4"x11-1/4" LVL JOIST TO EXISTING JOISTS AT EDGE OF FIREPLACE.
6. REINFORCED CONCRETE CAST-IN-PLACE STAIR. SEE CORRESPONDING SECTION
FOR REINFORCING AND ARCHITECTURAL FOR GEOMETRY.
7. PROTECT EXISTING FIREPLACE HEARTH.
8. EXISTING WOOD FRAMED FLOOR TO REMAIN.
9. HSS8x4x1/4 (LDH) ELEVATOR RAIL SUPPORT BEAM. COORDINATE LOCATIONS AND
VERTICAL SPACING WITH ELEVATOR SUPPLIER. ADDITIONAL SUPPORT BEAM CAN BE
INSTALLED TO SUPPORT THE RAIL ON THE OPPOSITE SIDE OF THE ELEVATOR AS
WELL IF DESIRED OR REQUIRED. SEE "ELEVATOR RAIL SUPPORT BEAM CONNECTION
DETAIL" ON S501.
210.5 4 5 6 7 8 8.5
E
D.4
D
C
A
C.8
B.2
3.73.6 5.3 10'-4 1/2" +/- 15'-6" +/- 13'-11" +/- 13'-6" +/- 14'-3" +/- 14'-2 1/2" +/- 14'-1" +/- 14'-9 1/2" +/- 10'-0" +/-
BP1
BP1
HSS8x8x3/8" FULL HEIGHT
T/FLR
= 100'-0"
HSS 5x5x1/4 STAIR
SUPPORT POST
HSS 5x5x1/4 STAIR
SUPPORT POST
S201
EXIST 2x12 EXIST 2x12
W1
W1
W1
W1
S201
K3
K3
K8
K8
K8
K8
K63
S201
K3
K3
S301
S301
__5
S301
S301
S181 2
7" 2'-8 7/8" +/-
6" REINFORCED CONCRETE
SLAB w/ #5@12" BOTTOM EW, ADDITIONAL REINFORCING
AS SHOWN T/SLAB = 100'-0"
S201
E X
IS
T x1
8' -1
1/
8"
9'
-1 1"
'-8
/8
'-0
'-0
'-6
1' -5
K4
K4
K5K7
K1K1K1K1
E X
IS
T x1
D.6
B
2'-10" +/-
K2
TYP
HSS8x8x3/8" FULL HEIGHT
4" E
O S
EDGE…
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