A-312 WALL SECTIONS.pdf
PDF 519 KB Posted
- Attached to
- Renovation of 3rd floor building 13A
- Solicitation number
- FA282325R0008
About this file
The document A-312 WALL SECTIONS.pdf is a detailed architectural drawing for a security wall section, specifically for the DTRA Renovation project on the 3rd floor of Building 13A at Eglin Air Force Base in Florida. The technical drawing provides comprehensive specifications for wall construction, including:
Key construction details include 3 5/8" 16Ga galvanized stud track with acoustical sealant, two layers of 5/8" gypsum wallboard with staggered joints, RF shielding, 3 1/2" SAFB insulation, and galvanized metal studs at 16" on center. The wall section is designed for a secure boundary with specific requirements for ceiling, insulation, and attachment methods. The drawing is dated 23 Oct. 2024 and indicates that construction will comply with ICD/IDS 705 and UFC-4-010-05 standards, with a note about a recent RFI adjustment on 05/22/25.
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Text version
KEYNOTES:
3 5/8" 16Ga GALVANIZED STUD TRACK SET IN 2 BEADS ACOUSTICAL SEALANT
RUBBER WALL BASE, SEE FINISH SCHEDULE SHEET I-601.
2' X 2' X 3/4" THICK LAY-IN ACOUSTICAL CEILING TILE AND GRID SYSTEM, TYPICAL.
SEE FINISH SCHEDULE SHEET I-601. GYPSUM WALLBOARD CEILING AT COMM/ELE
ROOM 154.
ACOUSTICAL SEALANT, CONTINUOUS EACH SIDE, TOP AND BOTTOM OF WALL
EXISTING CONCRETE STRUCTURE
EXISTING FLOOR SLAB
(2) LAYERS 5/8" GYPSUM WALL BOARD, EXTEND TO EXISTING CONCRETE
STRUCTURE ABOVE WITH ACOUSTICAL SEALANT AT FLOOR AND CONCRETE DECK
ABOVE. FIRST LAYER SHALL BE TAPED AND MUDDED BUT NOT FINISHED. SECOND
LAYER SHALL BE TAPED AND MUDDED AND FINISHED CONTINUOUS TO UNDERSIDE
OF EXISTING CONCRETE STRUCTURE ABOVE AND SEAL. ALL JOINTS SHALL BE
STAGGERED ON BOTH LAYERS.
3 1/2" SAFB INSULATION WHERE INDICATED
2 1/2" 18Ga GALVANIZED METAL STUDS
3 5/8" 16Ga GALVANIZED METAL STUDS @ 16" O.C.
EXISTING WALL CONSTRUCTION
rFOIL SHIELDING (PERFORATED), WRAP AT FLOOR AND SECURE GYPSUM BOARD
CEILING ABOVE. LAP 8" MIN. PROVIDE CONT. RF SHIELDING OVER EXISTING
CONCRETE DECK INSIDE SECURE BOUNDARY.
13 GALVANIZED UNISTRUT SYSTEM (1 5/8" X 1 5/8" 12 GA. P1000) AT 24"
ATTACHED TO GYPSUM BOARD CEILING STUD JOISTS. SECURE W/ 14" HEX
WASHER HEAD SCREWS AT EACH JOIST
14 MITEK RT/S7A S/2.5 W/ (2) 3/16" x1" EMBEDMENT TAPCON ANCHOR TO CONCRETE
JOIST & #10 SCREWS TO LTGA JOIST, @EA. INTERSECTION
15 (2) LAYERS 5/8" GYPSUM WALL BOARD, SECURE TO UNDERSIDE OF CEILING JOIST
FRAMING. FIRST LAYER SHALL BE TAPED AND MUDDED BUT NOT FINISHED.
SECOND LAYER SHALL BE TAPED AND MUDDED AND FINISHED CONTINUOUS,
SEAL. ALL JOINTS SHALL BE STAGGERED ON BOTH LAYERS.
3 5/8" LIGHT Ga GALVANIZED METAL STUDS @ 16" O.C.16
17 (1) LAYERS 5/8" GYPSUM WALL BOARD.
3 5/8" 18Ga GALVANIZED METAL STUDS @ 16" O.C.18
A-312
3"=1'-0"
SECURITY WALL SECTION
PER ICS 705 WALL TYPE "A" -SOUND GROUP 4
STC 50 (MIN)
THIRD FLOOR
18411
BC
CORRIDOR
WALL TYPE - W6
18411
15 13
A-312
3"=1'-0"
EXTERIOR
WALL TYPE (RF SHIELDED) - W7
INTERIOR
SECURITY WALL SECTION @ EXTERIOR WINDOW
6"
'-0
'-0
3 5/8" 18 GA. LTGA JOIST @
1'-4" O.C., SPACING,TYP.
MITEK RT/S7A S/2.5 W/ (2) 3/16"
x1" EMBEDMENT TAPCON
ANCHOR TO CONCRETE JOIST &
(2) #10 SCREWS TO LTGA JOIST,
TYP. @EA. INTERSECTION
UNISTRUT @ 2'-0" O.C.
ATTACHED TO JOIST W/ 1/4"
HEX WASHER HEAD SCREW
AT EACH JOIST
EXISTING CONCRETE STRUCTURE
A-312
1"=1'-0"
LTGA JOIST CONNECTION DETAIL
PER ICS 705 WALL TYPE "A" -SOUND GROUP 4
STC 50 (MIN)
3 5/8" 18GA. LTGA
JOIST, @1'-4" O.C., TYP.
3/16"⌀ TAPCON ANCHOR
EMBED 1" @6" O.C. TO
CONCRETE BEAM
UNISTRUT AT 2'-0" O.C.
EXISTING CONCRETE STRUCTURE
A-312
1"=1'-0"
LTGA JOIST AT BEAM CONNECTION DETAIL
PER ICS 705 WALL TYPE "A" -SOUND GROUP 4
STC 50 (MIN) A-312
WALL SECTIONS
SCALE: 3" = 1'-0"
2" 4"0 8"
96 CEG, OFFICE FORM 002, FY2013
AS-BUILT
PDM
REVISION DATE DESCRIPTION BY APPR'D
23AJ FTFA23-VH79 23AJ
23 OCT. 2024
AS SHOWN
DTRA RENOVATION
3RD FLOOR BLDG 13A
BASE CIVIL ENGINEER EGLIN
AIR FORCE BASE, FLORIDA
BWA
CONSTRUCTION WILL BE IAW
ICD/IDS 705 AND UFC-4-010-05
NOTE:
1 05/22/25 RFI ADJUSTMENTS KRW PDM
SCALE: 1" = 1'-0"
6" 1'-0"0 2'-0"
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APPROVED
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CENM
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DRAWN BY
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CONTENTS
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SPEC. NO.
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96 CEG/CEN
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BASE CIVIL ENGINEER
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SHEET OF
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| A-312 |
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