S401 - STRUCTURAL ROOF FRAMING PARTIAL PLANS.pdf
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- Solicitation number
- 47PM0325R0002
About this file
This file contains structural engineering drawings showing partial roof framing plans for the Sheridan Building renovation project at the Armed Forces Retirement Home in Washington DC. The drawings, labeled S401, detail the structural roof framing layout including steel members, concrete beams, cold-formed steel framing, and metal deck specifications.
The plans show specific structural elements including W8x18, W10x22, W12x14 steel beams, HSS3x3x1/4 bracing, cold-formed steel walls and X-bracing, and Type B 20-gauge roof deck. Elevations and dimensions are referenced to a project datum where top of existing first floor equals 0'-0". The drawings include both center and south/north (opposite hand) partial plans with detailed annotations for existing concrete beams, columns, and roof slabs. The plans are part of the construction bid documents prepared by AE Works for the AFRH Sheridan renovation project, dated February 12, 2025.
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Text version
W x1
'-6 ") HSS3x3x1/4 BRACE, ABOVE BEAM, TYP (5)
W8x18 (+79'-6")
W10x22
(SLOPED)
W10x22
(SLOPED)
(E) CONC BEAM
7'-6" 7'-6"
COLD FORMED STEEL
STEEL FRAMING, PER
SECTION CUT ON PLAN
COLD FORMED STEEL
STUD WALL BELOW
COLD FORMED STEEL
STEEL FRAMING
COLD FORMED STEEL
STEEL FRAMING, PER
SECTION CUT ON PLAN
(E) CONC BEAM (E) CONC BEAM (E) CONC BEAM (E) CONC BEAM
(E ) C
O N
C B
EA
M
(E ) C
O N
C B
EA
M
(E ) C
O N
C B
EA
M
(E ) C
O N
C B
EA
M
(E ) C
O N
C B
EA
M
(E) CONC BEAM (E) CONC BEAM (E) CONC BEAM (E) CONC BEAM
(E) CONC BEAM (E) CONC BEAM (E) CONC BEAM(E) CONC BEAM (E) CONC BEAM
(E) CONC BEAM
(E) CONC BEAM
(E ) C
O N
C B
EA
M
(E ) C
O N
C B
EA
M
(E ) C
O N
C B
EA
M
(E) CONC
COLUMN, TYP
(E) SLAB
OPENING, TYP
(E) FLOOR
SLAB, TYP
(E) ROOF
SLAB
(E) ROOF
SLAB
(E) ROOF
SLAB
(E) ROOF
SLAB
(E) CONC WALL
(E) CONC WALL,
BELOW
(E) CONC COLUMN
BELOW , TYP
(E) CONC
COLUMN
BELOW , TYP
COLD FORMED STEEL
WALL OVER BEAM, TYP
S401
STRUCTURAL ROOF FRAMING PARTIAL PLAN - CENTER
SCALE: 1/4" = 1'-0"
1,2 S541
1,2 S541
3,4 S541
TYP (5)
METAL PANEL OR CURTAIN
WALL, PER ARCH, TYP
M C x2
'-1
1"
M C x2
'-1
1"
15 15.5 16 16.5 17 17.5 1814 19
G
H
J
L
COLD FORMED STEEL
STEEL FRAMING, PER
SECTION CUT ON PLAN W
x1
'-6
W x1
'-6
W x1
'-6
W x1
'-6
W8x18 (+79'-6")
W8x18 (+79'-6")
W8x18 (+79'-6") 9
S542
S542
S542
S542
NOTES:
1. PROJECT DATUM: TOP OF EXISTING FIRST FLOOR = 0'-0".
2. TOP OF STEEL ELEVATION NOTED THUS (XX'-XX") ON PLAN.
3. D-1 = 1 1/2", 20-GAUGE, TYPE B ROOF DECK. TOP OF DECK
ELEVATION NOTED THUS (XX'-XX") ON PLAN.
S543 COLD FORMED STEEL
X-BRACE, PER
ELEVATION, TYP (2)
S543
D-
'-9
/2
D-
'-9
/2
D-1 (+87'-6")
'-1
1"
1' -2
'-0
7' -9
10'-0"±10'-0"±10'-0"±10'-0"±17'-1"±1'-5"± 17'-1"± 1'-5"±
6"
7' -9
6"
7'-6"
7'-6"
W x1
'-0
W x1
'-0
M C x2
'-0
M C x2
'-0
W10x22 (+77'-0")
MC10x22 (+77'-0")
W10x22 (+77'-0")
MC10x22 (+77'-0")
OPP
HAND
D-1 (+79'-9 1/2")
COLD FORMED STEEL
STEEL FRAMING, PER
SECTION CUT ON PLAN
COLD FORMED STEEL
STEEL FRAMING, PER
SECTION CUT ON PLAN
COLD FORMED STEEL
STUD WALL BELOW
COLD FORMED STEEL
STUD WALL BELOW
HSS3x3x1/4 BRACE, BELOW BEAM
HSS3x3x1/4 BRACE
(E ) C
O N
C B
EA
M
(E) ROOF
SLAB
(E ) C
O N
C B
EA
M
(E) CONC
COLUMN, TYP
(E) CONC BEAM (E) CONC BEAM(E) CONC BEAM(E) CONC BEAM
(E) CONC
COLUMN, TYP
(E) CONC WALL,
BELOW
(E ) C
O N
C B
EA
M
(E) CONC WALL,
BELOW
(E) CONC
COLUMN, TYP
(E) ROOF
SLAB
(E) ROOF
SLAB
(E) CONC
WALL, BELOW
S401
STRUCTURAL ROOF FRAMING PARTIAL PLAN - SOUTH (NORTH OPPOSITE HAND)
SCALE: 1/4" = 1'-0"
1,2 S541
1,2 S541
1,2 S541
1,2 S542
1,2 S542
HSS3x3x1/4 BRACE, BELOW BEAM
HSS3x3x1/4
BRACE
COLD FORMED STEEL
STEEL FRAMING, PER
SECTION CUT ON PLAN
COLD FORMED STEEL
STUD WALL BELOW
METAL PANEL OR CURTAIN
WALL, PER ARCH, TYP
9 567810 4N
23 25 26 27 28 29S
OPP
HAND
OPP
HAND
OPP
HAND
OPP
HAND
OPP
HAND
OPP
HAND
G
H
J
L
HS
J
L
HN
COLD FORMED STEEL
WALL OVER BEAM
COLD FORMED STEEL
WALL OVER BEAM
S542
S542
S542
S522
S542
S522
NOTES:
1. PROJECT DATUM: TOP OF EXISTING FIRST FLOOR = 0'-0".
2. TOP OF STEEL ELEVATION NOTED THUS (XX'-XX") ON PLAN.
3. D-1 = 1 1/2", 20-GAUGE, TYPE B ROOF DECK. TOP OF DECK
ELEVATION NOTED THUS (XX'-XX") ON PLAN.
D-
'-9
/2
D-
'-9
/2
11"±18'-8 1/2"±18'-0"±18'-0"±12'-5 1/2"±
'-2
/2
7' -9
5'-6 1/2"±
'-0
'-1 1"
1' -2
'-1
1"
6"
7' -3
S542
DATE:
DRAWN BY:
CHECKED BY:
PROJ. NO:
DRAWING NO:
DRAWING TITLE:
PROJECT NAME:
CLIENT:
AFRH-033
NO DATE REVISION
AFRH SHERIDAN
RENOVATION
ARMED FORCES
RETIREMENT HOME -
WASHINGTON D.C.
418 BEAVER STREET
SEWICKLEY, PA 15143
PH: 412.287.7333
www.aeworks.com
11-13-24
PROFESSIONAL:
COPYRIGHT 2020 BY AE WORKS LTD ALL RIGHTS RESERVED.
SUBMISSION:
CONSTRUCTION BID
DOCUMENTS
N
AE WORKS ®
5285 Shawnee Road, Suite 100, Alexandria, VA 22312-2334
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
S401
STRUCTURAL
ROOF FRAMING
PARTIAL PLANS
N N
1 02/12/2025 BID ADDENDUM
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