S542 - STRUCTURAL BALCONY ENCLOSURE DETAILS.pdf
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- Solicitation number
- 47PM0325R0002
About this file
This is a structural engineering drawing (sheet S542) showing detailed specifications for balcony enclosure construction at the Armed Forces Retirement Home Sheridan Building renovation project in Washington DC. The drawing includes multiple section views and connection details for curtain wall installations, cold-formed steel stud walls, and rain screens for the 7th floor and roof areas of the building.
The drawing provides specific technical requirements including dimensions, materials, and installation details such as HSS braces, plate connections with adhesive anchors, concrete slab specifications, and curtain wall connection methods. Key components shown include cold-formed steel roof framing (800S200-68 @ 16" O.C.), glazed curtain wall systems, and concrete structural elements. The drawing includes an important contractor note requiring location of existing concrete reinforcement prior to drilling holes for new anchors. The drawing is dated February 12, 2025 and was prepared by AE Works Ltd. as part of the construction bid documents package.
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Text version
7'-6"
7'-3"
16'-11"±
1'-5"±
(E) CONC SLAB
T.O. (E) SLAB
ROOF
(+77'-7"±)
(E) PARAPET
(E) CONC
ROOF SLAB
(E) CONC ROOF
BEAM BEYOND
1'-5"±
HSS BRACE PER PLAN TYP (2)
PLATE CONNECTION INTO
(E) COLUMN W/ ADHESIVE
ANCHORS, TYP (3)
(E) CONC
COLUMN, TYP
T.O. SLAB
FLOOR 7
(+66'-4"±)
9' -9
8' -5
W-BEAM PER PLAN, TYP
(E) CONC FLOOR
BEAM BEYOND
T.O. DECK
ROOF
(+79'-9 1/2")
J L
COLD FORMED STEEL ROOF
FRAMING 800S200-68 @ 16" O.C.
EXTERIOR RAIN SCREEN,
PER ARCH, TYP
COLD FORMED STEEL INFILL
600S200-68 @ 16" O.C. TYP
ROOFING, PER ARCH
ROOF DECK PER PLAN
(E) CONC SLAB
CANTILEVER, TYP
S542
SIM
W.P.
EQ
EQ
S542
SIM
7"
S542
TYP (3)
S544
S544
7'-6"
7'-4"
16'-11"±
1'-5"±
(E) CONC SLAB
T.O. (E) SLAB
ROOF
(+77'-7"±)
(E) PARAPET
(E) CONC
ROOF SLAB
(E) CONC ROOF
BEAM BEYOND
1'-5"±
HSS BRACE PER PLAN TYP (2)
PLATE CONNECTION INTO
(E) COLUMN W/ ADHESIVE
ANCHORS, TYP (3)
(E) CONC
COLUMN, TYP
T.O. SLAB
FLOOR 7
(+66'-4"±)
9' -9
8' -5
(E) CONC FLOOR
BEAM BEYOND
T.O. DECK
ROOF
(+79'-9 1/2")
J L
ROOFING, PER ARCH
ROOF DECK PER PLAN
W-BEAM PER PLAN, TYP
COLD FORMED STEEL ROOF
FRAMING 800S200-68 @ 16" O.C.
(E) CONC SLAB
CANTILEVER, TYP
COLD FORMED
STEEL HEADER
COLD FORMED STEEL INFILL
WALL JAMB BEYOND
GLAZED CURTAIN
WALL, PER ARCH, TYP
COLD FORMED
STEEL INFILL WALL
CRIPPLE STUDS,
600S200-68 @ 16" O.C. TYP
BENT PLATE, CURTAIN WALL
CONNECTION TO PLATE PER
MANUFACTURER
CURTAIN WALL CONNECTION TO (E)
STRUCTURE PER MANUFACTURER, TYP
S544
S542
SIM
7"
W.P.
EQ
EQ
S542
SIM
S542
TYP (3)
S544
S542
CURTAIN WALL SILL
CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
3" 2"3"2"
1/4
PL 1/4"x5"x0'-10" (2) 1/2"Ø ADHESIVE
ANCHORS, 3" EMBED
HSS4x2
CL
CL
S542
CURTAIN WALL SILL
CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
3" 2"3"2"
CL
CL
(E) CONC CURB
BELOW
(E) CONC
BALCONY
3/4"Ø THRU
BOLT
PL1/4"x5" W/ 2" LONG VERT
SLOTTED HOLE FOR THRU
BOLT, LOCATE BOLT IN
CENTER OF SLOT
1/
2"
1/ 2"
CL
TOP PLATE AND
ADHESIVE ANCHORS
HSS4x2
S542
CURTAIN WALL SILL
CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
1/4
PL 1/4"x5"x0'-10" (2) 1/2"Ø ADHESIVE
ANCHORS, 3" EMBED
1/4" THICK
PLATE
(E) CONC SLAB
ABOVE
EDGE OF (E) CONC
CURB ABOVE
BALCONY ENCLOSURE BALCONY ENCLOSURE BALCONY ENCLOSURE
S542
BALCONY ENCLOSURE
ROOF CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
1/4
3 SIDES
OF PLATE
1/4" STIFF PLATE
@ 24" O.C.
3/4"Ø ADHESIVE
ANCHOR @ 24"
O.C., 3.5" EMBED
MC, PER PLAN
CONT 6"x1/4"
PLATE
1/4 1@12
(E) CONC BEAM
STUD WALL PER
SECTION, SEE
DETAIL 7/S544 FOR
ATTACHMENT TO
CONT PLATE
S542
(E) CONC BEAM
W BEAM,
PER PLAN
3"
S542
BALCONY ENCLOSURE
ROOF CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
S542
BALCONY ENCLOSURE
ROOF CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
3" 3"
6"
MC, PER PLAN
FACE OF (E) CONC
BEAM, BEYOND
W BEAM,
PER PLAN
B.O. (E) CONC
SLAB, BEYOND
(2) 3/4"Ø
ADHESIVE
ANCHOR,
3.5" EMBED
PL1/2"x6"x0'-6"
CENTERED
ON BEAM
W BEAM,
PER PLAN
HSS, PER PLAN,
W/ CENTER SLOT
1/4
S542
BALCONY ENCLOSURE
ROOF CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
S542
BALCONY ENCLOSURE
ROOF CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
S542
BALCONY ENCLOSURE
ROOF CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
1 1 /2"
MIN
S5423"
3"
(1) 1"Ø BOLT,
CENTERED IN
PLATE
(E) CONC COLUMN
HSS, PER PLAN,
W/ CENTER SLOT
1/4
(1) 1"Ø BOLT,
CENTERED IN PLATE
3" 3"
CL
1 1/2"
MIN
(2) 3/4"Ø ADHESIVE ANCHORS,
3 1/2" EMBEDMENT
PL1/2"x6"x0'-6"
PL1/2"x6"x0'-10"
HSS, PER
PLAN
1/2" THICK
PLATE
ADHESIVE
ANCHOR, TYP
S542
BALCONY ENCLOSURE
ROOF CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
3" 3"
5" 5"
(E) CONC COLUMN
W BEAM, PER PLAN
(3) 3/4"Ø BOLTS
(6) 3/4"Ø ADHESIVE
ANCHORS, 9"
EMBEDMENT
PL3/4"x9"x1'-2"
PL1/2"x4"x0'-9"
(E) CONC CONC, BEYOND
1/4
3" 3"
W BEAM,
PER PLAN
1/2" THICK
PLATE
ADHESIVE
ANCHOR, TYP
CL CL CL
CL CL
S542
S542
BALCONY ENCLOSURE
ROOF CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
S542
BALCONY ENCLOSURE
ROOF CONNECTION DETAIL
SCALE: 1-1/2" = 1'-0"
S542
2" 2"
(E) CONC COLUMN
HSS, PER
PLAN, W/
CENTER
SLOT
(1) 1"Ø BOLT,
CENTERED IN PLATE
3" 3"
1 1 /2"
MIN
(4) 3/4"Ø ADHESIVE ANCHORS,
3 1/2" EMBEDMENT
PL1/2"x6"x0'-6"
PL1/2"x10"x0'-10"
STUD WALL PER
SECTION, SEE
DETAIL 7/S544 FOR
ATTACHMENT TO
CONT PLATE
1/4 1/4
(2) 3/4"Ø BOLTS
PL 3/8"x5"x0'-6" W/
2" LONG HORIZ
SLOTTED HOLES,
LOCATE BOLT IN
CENTER OF SLOT
2 1/4"
MC, PER PLAN
(E) BEAM
REINFORCING
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
S542
STRUCTURAL BALCONY
ENCLOSURE DETAILS
S542
BALCONY ENCLOSURE
COLD FORMED STEEL STUD WALL AND RAIN SCREEN - FLOOR 7 & ROOF - SIDE AREAS
SCALE: 1/2" = 1'-0"
S542
BALCONY ENCLOSURE
CURTAIN WALL - FLOOR 7 & ROOF - SIDE AREAS
SCALE: 1/2" = 1'-0"
CONTRACTOR MUST LOCATE REINFORCING IN EXISTING
CONCRETE CONSTRUCTION PRIOR TO DRILLING OF HOLES,
AND SHALL TAKE CARE NOT TO DAMAGE BARS. SEE NOTES IN
"ANCHORS" SECTION ON SHEET S001 FOR MORE INFORMATION.
1 02/12/2025 BID ADDENDUM
File details come from the government source that posted it. Updated .