S521 - STRUCTURAL ANNEX FRAMING DETAILS.pdf
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- Solicitation number
- 47PM0325R0002
About this file
This file is a structural engineering detail drawing showing various construction details for the Armed Forces Retirement Home Sheridan Building renovation project in Washington DC. The drawing (S521) provides detailed specifications and illustrations for structural connections and framing elements of an annex building, including slab edge details at exterior walls, roof slab edges, concrete curb details, and beam connection details.
The drawing includes dimensions, materials, and assembly specifications such as cold-formed metal stud walls, W-beam configurations, headed stud spacing (1/2" diameter x 4" @ 36" on center), bent plate thicknesses (3/8"), and connection details for structural elements. Details are shown at scales of 3/4"=1'-0", 1"=1'-0", and 1-1/2"=1'-0". The drawing is part of a construction bid document package dated February 12, 2025 and was prepared by AE Works Ltd. for the Armed Forces Retirement Home renovation project located at 140 Rock Creek Church Road in Washington DC.
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Text version
E.O.S.
PER PLAN
1/2"
CLR
D.6
E.O.S.
PER PLAN
ROOF T.O. STEEL
(+24'-2")
T.O. PARAPET
PER ARCH
ROOF T.O. STEEL
(+12'-0")
W-BEAM, PER
PLAN, TYP
SLAB ON DECK,
PER PLAN, TYP
CONT BENT PL,
3/8" THICK, TYP
COLD FORMED
METAL STUD WALL
AND CONNECTIONS,
PER SPECS
EXTERIOR FACADE,
PER ARCH
CONT C.F.M. ANGLE
C.F.M. CLIP
ANGLE AT STUD
1/4 2@12
TYP
1/2"Ø x 4" HEADED
STUD @ 36" O.C., TYP
XXXX
XXXXX
S521
CENTER ANNEX CLEARSTORY
EXTERIOR WALL DETAIL
SCALE: 3/4" = 1'-0"
5'-4" 5 1/2"5 1/2"
CL CL CLCL
W-BEAM, PER PLAN
SLAB ON DECK,
PER PLAN
COLD FORMED
METAL STUD WALL
AND CONNECTIONS,
PER SPECS
EXTERIOR FACADE,
PER ARCH
1/4 2@12
1/2"Ø x 4" HEADED STUD @ 36" O.C.
1ST FLOOR
(0'-0")
XXXXXXXXXXXX
W-BEAM, PER PLAN
SLAB ON DECK,
PER PLAN
CONT BENT PL,
3/8" THICK
C.F.M. CLIP
ANGLE AT STUD1/4 2@12
1/2"Ø x 4" HEADED STUD @ 36" O.C.
XXXXXXXXXX
CONT C.F.M. ANGLE
E.O.S.
PER PLAN
1/2"
CLR
E.O.S.
PER PLAN
T.O. STEEL
(+12'-0")
ROOFING,
PER ARCH
S521
CENTER ANNEX WALKWAY DETAIL
SCALE: 3/4" = 1'-0"
2"
CLR
E.O.S.
PER PLAN
CL
W-BEAM, PER PLAN
(E) SLAB
AND BEAM
SLAB ON DECK,
PER PLAN
1/4 2@12
CONT BENT PL,
3/8" THICK
E.O.S.
PER PLAN
W-BEAM, PER PLAN
SLAB ON DECK,
PER PLAN CONT BENT PL,
3/8" THICK
COLD FORMED
METAL STUD WALL
AND CONNECTIONS,
PER SPECS
EXTERIOR FACADE,
PER ARCH
1/2"
CLR
CONT C.F.M. ANGLE
C.F.M. CLIP
ANGLE AT STUD
XXXX
1/2"Ø x 4" HEADED STUD @ 36" O.C.
1/4 2@12
1/2"Ø x 4" HEADED STUD @ 36" O.C.
CLCL
XXXX
2ND FLOOR
(+14'-0"±)
5"
CLR
E.O.S.
PER PLAN
CL
W-BEAM, PER PLAN
(E) SLAB
AND BEAM
SLAB ON DECK,
PER PLAN
1/4 2@12
CONT BENT PL,
3/8" THICK
XXXX
1/2"Ø x 4" HEADED STUD @ 36" O.C.
CL
1/4:12
2"
CLR
E.O.S.
PER PLAN
CL
W-BEAM, PER PLAN
(E) SLAB
AND BEAM
SLAB ON DECK,
PER PLAN
1/4 2@12
CONT BENT PL,
3/8" THICK
E.O.S.
PER PLAN
W-BEAM, PER PLAN
SLAB ON DECK,
PER PLAN CONT BENT PL,
3/8" THICK
COLD FORMED
METAL STUD WALL
AND CONNECTIONS,
PER SPECS
EXTERIOR FACADE,
PER ARCH
1/2"
CLR
CONT C.F.M. ANGLE
C.F.M. CLIP
ANGLE AT STUD
XXXX
1/2"Ø x 4" HEADED STUD @ 36" O.C.
1/4 2@12
1/2"Ø x 4" HEADED STUD @ 36" O.C.
CL
CL
XXXX
1/2"
CLR
E.O.S.
PER PLAN
CL
W-BEAM, PER PLAN
SLAB ON DECK,
PER PLAN
1/4 2@12
XXXX
1/2"Ø x 4" HEADED STUD @ 36" O.C.
1/4:12
E.O.S.
PER PLAN
W-BEAM, PER PLAN
SLAB ON DECK,
PER PLAN CONT BENT PL,
3/8" THICK
COLD FORMED
METAL STUD WALL
AND CONNECTIONS,
PER SPECS
EXTERIOR FACADE,
PER ARCH
1/2"
CLR
CONT C.F.M. ANGLE
C.F.M. CLIP
ANGLE AT STUD1/4 2@12
1/2"Ø x 4" HEADED STUD @ 36" O.C.
CL
XXXX
S521
ANNEX FIRST FLOOR
SLAB EDGE AT (E) BUILDING
SCALE: 3/4" = 1'-0"
S521
ANNEX FIRST FLOOR
SLAB EDGE AT EXTERIOR WALL
SCALE: 3/4" = 1'-0"
S521
ANNEX ROOF
SLAB EDGE AT EXTERIOR WALL
SCALE: 3/4" = 1'-0"
S521
ANNEX ROOF
SLAB EDGE AT (E) BUILDING
SCALE: 3/4" = 1'-0"
ROOF T.O. STEEL
(+12'-1 1/2")
ROOF T.O. STEEL
(+12'-1 1/2")
CONT BENT PL,
3/8" THICK
COLD FORMED
METAL STUD WALL
AND CONNECTIONS,
PER SPECS
EXTERIOR FACADE,
PER ARCH
C.F.M. CLIP
ANGLE AT STUD
T.O. PARAPET
PER ARCH
XXXX
E.O.S.
PER PLAN
1/2"
CLR
CL
1/4:12
W-BEAM, PER PLAN
SLAB ON DECK,
PER PLAN
CONT BENT PL,
3/8" THICK
COLD FORMED
METAL STUD WALL
AND CONNECTIONS,
PER SPECS
EXTERIOR FACADE,
PER ARCH
CONT C.F.M. ANGLE
C.F.M. CLIP
ANGLE AT STUD
1/4 2@12
1/2"Ø x 4" HEADED STUD @ 36" O.C.
ROOF T.O. STEEL
PER PLAN
T.O. PARAPET
PER ARCH
1ST FLOOR
(0'-0")
1ST FLOOR
(0'-0")
ROOF T.O. STEEL
VARIES
T.O. PARAPET
PER ARCH
S521
ANNEX FIRST FLOOR
SLAB EDGE AT (E) BUILDING
SCALE: 3/4" = 1'-0"
S521
ANNEX FIRST FLOOR
SLAB EDGE AT EXTERIOR WALL
SCALE: 3/4" = 1'-0"
S521
ANNEX ROOF
SLAB EDGE AT (E) BUILDING
SCALE: 3/4" = 1'-0"
S521
ANNEX ROOF
SLAB EDGE AT (E) BUILDING
SCALE: 3/4" = 1'-0"
S521
ANNEX ROOF
SLAB EDGE AT EXTERIOR WALL
SCALE: 3/4" = 1'-0"
S521
ANNEX ROOF
SLAB EDGE AT EXTERIOR WALL
SCALE: 3/4" = 1'-0"
1ST FLOOR
(0'-0")
1ST FLOOR
(0'-0")
E.O.S.
PER PLAN
W-BEAM, PER PLAN
SLAB ON DECK,
PER PLAN
1/2"
CLR
CONT C.F.M. ANGLE
1/4 2@12
1/2"Ø x 4" HEADED STUD @ 36" O.C.
CL
XXX
CONT BENT PL,
3/8" THICK
COLD FORMED
METAL STUD WALL
AND CONNECTIONS,
PER SPECS
EXTERIOR FACADE,
PER ARCH
C.F.M. CLIP
ANGLE AT STUD
ROOF T.O. STEEL
PER PLAN
T.O. PARAPET
PER ARCH
S521
ANNEX ROOF
SLAB EDGE AT EXTERIOR WALL
SCALE: 3/4" = 1'-0"
CONT C.F.M. ANGLE
EXTERIOR FACADE,
PER ARCH
EXPANSION JOINT,
PER ARCH
XXXX
2ND FLOOR
(+14'-0"±)
E.O.S.
6"
G.6
ROOF T.O. STEEL
VARIES
MIN (11'-2 1/2")
XXXXX
2ND FLOOR
(+14'-0"±)
E.O.S.
6"
ROOF T.O. STEEL
(12'-0"±)
1/4:12
CL
RAIN SCREEN
FACADE, PER
ARCH
BALCONY ENCLOSURE
COLD FORMED STEEL
STUD WALL
EXPANSION
JOINT, PER
ARCH
W-BEAM, PER PLAN
SLAB ON DECK,
PER PLAN
1/4 2@12
1/2"Ø x 4" HEADED
STUD @ 36" O.C.
ROOFING,
PER ARCH
(E) BALCONY
CONT BENT PL,
3/8" THICK
UNREINFORCED CMU KNEE
WALL, PER ARCH, PROVIDE
SOLID BLOCK FOR TOP COURSE
W-BEAM, PER PLAN
SLAB ON DECK,
PER PLAN
1/4 2@12
RAIN SCREEN
FACADE, PER
ARCH
BALCONY ENCLOSURE
COLD FORMED STEEL
STUD WALL
EXPANSION
JOINT, PER
ARCH
(E) BALCONY
ROOFING,
PER ARCH
UNREINFORCED CMU
KNEE WALL, PER ARCH,
PROVIDE SOLID BLOCK
FOR TOP COURSE
1/2"Ø x 4" HEADED
STUD @ 36" O.C.
CONT BENT PL,
3/8" THICK
S521
CONCRETE
CURB ON SLAB DETAIL
SCALE: 1-1/2" = 1'-0"
SLAB ON DECK,
PER PLAN
8"1' -4
" M
AX
C O
O R
D
IN
AT
E
W
IT
H A
R C
H
PL 1/4"x3"x1'-0"
1/2"Ø THREADED
RODS @ 12" O.C.
2"
(2) #4 CONT
DOUBLE NUT AND
WASHER @ TOP
OF ROD
NUT AND WASHER
AT TOP OF SLAB
EQ EQ
CONNECTION OF
STUD WALL TO CURB
PER DETAIL 6/S544
BALCONY ENCLOSURE
COLD FORMED STEEL
STUD WALL
S521
TYPICAL CANTILEVERED
BEAM OVER COLUMN DETAIL
SCALE: 1" = 1'-0"
CAP PL3/4"x9"x1'-2"
BEAM, PER PLAN
COLUMN, PER PLAN
AND SCHEDULE
1/4
1 1/2" 1 1/2"11"
1/4
TYP
1/2" THICK STIFFENER
PLATES, ALIGNED
WITH COLUMN
FLANGES, EACH SIDE
OF BEAM (4 TOTAL)
(4) 3/4"Ø BOLTS,
SPACING TO MATCH
AISC WORKABLE
GAGE OF BEAM
CL
S521
TYPICAL POST TO TRANSFER
BEAM CONNECTION DETAIL
SCALE: 1" = 1'-0"
1 1/2" 1 1/2"9"
1/4
TYP
1/2" THICK STIFFENER
PLATES, ALIGNED WITH
POST CENTERLINE, EACH
SIDE OF BEAM (2 TOTAL)
(4) 3/4"Ø BOLTS,
SPACING TO MATCH
AISC WORKABLE
GAGE OF BEAM
CAP PL1/2"x8"x1'-0"
POST, PER PLAN
1/4
CL
BEAM, PER PLAN
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
AE WORKS ®
5285 Shawnee Road, Suite 100, Alexandria, VA 22312-2334
140 ROCK CREEK
CHURCH ROAD,
NORTHWEST,
WASHINGTON, DC
S521
STRUCTURAL ANNEX
FRAMING DETAILS
1 02/12/2025 BID ADDENDUM
1 1
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