2025-02-03_229004_AE002.pdf
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- Solicitation number
- 36C24725R0015
About this file
This is an architectural wall types drawing detailing construction specifications for various wall assemblies as part of VA Atlanta's Nutrition and Food Service Kitchen & Freezers renovation project (508-22-102). The drawing provides comprehensive details for wall construction including fire ratings, sound ratings, material specifications, and construction methods.
The drawing includes wall type schedules showing different configurations (CH4A.2Fi, F1D.GIMR, F2D.GiMR, F3D.G, S3A.2F, S3C.G, S6A.1Fi, S6C.GiMR), detailed sections for deflection tracks and corner framing, and tables for non-composite steel studs in various gauges (25GA, 22GA, 20GA, 18GA). Key requirements include specifications for fire-rated assemblies (1-hour and 2-hour ratings), smoke barriers, sound attenuation requirements (STC ratings), and moisture/mold resistant gypsum board applications. The drawing also contains general notes covering stud spacing (16" O.C.), deflection criteria (L/240 or L/360 for fragile finishes), and requirements for fire stopping and acoustical treatments.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C24725C0057_1 Award Notice.pdf | ||
| 36C24725R0015 0003.pdf | ||
| 36C24725R0015 0002.pdf | ||
| 09672360 RES 6A.pdf | ||
| RFIS Responses.xlsx | XLSX spreadsheet | |
| 36C24725R0015 0001.pdf | ||
| 36C24725R0015.docx | DOCX document | |
| Attachment 5 - DBA Wages GA20240305 11-15-2024.pdf | ||
| Attachment 3 - Past Performance Questionnaire -PPQ.docx | DOCX document | |
| Attachment 6 - INVOICING.docx | DOCX document | |
| Attachment 1 - Experience Modification Rate Form.pdf | ||
| Attachment 4 - Itemized Cost Breakdown.xlsx | XLSX spreadsheet | |
| Attachment 7 - WEB LINK FOR DRAWINGS AND SPECS.docx | DOCX document | |
| Attachment 2 - VAAR 852.219-75 VA Notice of Limitations on Subcontracting Jan 2023 Dev.pdf |
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Text version
A. ALL WALLS WILL BE WALL TYPES S3A.G UNLESS OTHERWISE NOTED.
B. ALL WALL TYPE INDICATORS REFER TO THIS SHEET UNLESS OTHERWISE
NOTED.
C. REFER TO DIMENSION PLANS FOR PARTITION TYPE LOCATIONS.
PARTITIONS ARE DISTINGUISHED ON PLANS BY SYMBOL DESIGNATION
GRAPHIC DESIGNATION, OR A COMBINATION OF BOTH. NOT ALL
PARTITIONS ON THIS SHEET MAY BE USED. REFER TO PARTITION TYPE
SCHEDULE ON THIS SHEET FOR PARTITIONS USED ON THIS PROJECT.
D. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, OR TO FACE
OF BLOCK. REFER TO PARTITION TYPES FOR PARTITION WIDTH
DIMENSIONS.
E. ALL WALLS TO BE 16" O.C. UNLESS OTHERWISE NOTED.
F. REFER TO SPECIFICATIONS AND TO TABLE ON THIS SHEET FOR MINIMUM
STUD GAUGE, MAXIMUM SPACING AND ALLOWABLE LIMITING HEIGHT
DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES AND REQUIRED
FINISHES. FOR WALLS WHERE STUDS ARE ATTACHED TO STRUCTURE
ABOVE, PROVIDE CROSS BRACING AS NECESSARY MEETING THE CRITERIA
INDICATED TO ACCOMMODATE THE SPECIFIED DEFLECTION CRITERIA OF
THE WALL.
G. ALL INTERIOR NON-BEARING STUDS TO BE DESIGNED FOR A DEFLECTION
EQUAL TO BUT NOT GREATER THAN L/240, UNLESS FULL HEIGHT FINISH IS
DETERMINED TO BE FRAGILE OR BRITTLE, THEN DEFLECTION TO BE L/360.
EXAMPLES OF FRAGILE FINISHES WOULD INCLUDE BUT NOT LIMITED TO
ANY TYPE OF WALL TILE, PLASTER OR PLASTER SKIM COAT.
H. ALTHOUGH WALL STUD SIZES ARE LISTED ON PLANS, IN AREAS WHERE
STUDS ARE TO STRUCTURE ABOVE OR HIGH AREAS, CONTRACTOR TO
VERIFY SIZE INDICATED IS ADEQUATE FOR HEIGHT LISTED. PROVIDE
ADEQUATE SIZE STEEL STUD FRAMING AND NOTIFY ARCHITECT OF ANY
DISCREPANCY PRIOR TO FABRICATION OR INSTALLATION.
I. KING STUDS AT DOOR FRAMES TO BE 18 GA. UNLESS OTHERWISE NOTED.
J. PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD FOR ALL OTHER WALL
CONSTRUCTION, UNLESS OTHERWISE NOTED.
K. PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD IN BULKHEAD CONSTRUCTION.
L. REFER TO LIFE SAFETY PLANS FOR LOCATIONS AND RATINGS OF SMOKE
AND FIRE RATED PARTITIONS. REFERENCE TEST NUMBERS APPLY ONLY TO
PARTITIONS INDICATED TO BE RATED.
M. FIRE RATING TEST NUMBERS ARE FOR UNDERWRITER'S LABORATORIES
(UL) ASSEMBLIES UNLESS OTHERWISE NOTED.
N. FIRE RESISTANT RATED PARTITIONS SHALL EXTEND TO THE INSIDE FACE
OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.
O. SEAL ALL OPENINGS, GAPS, PENETRATIONS, AND JOINTS IN PARTITIONS
TYPES AS FOLLOWS:
a. FIRE RATED PARTITIONS: SEAL IN ACCORDANCE WITH THE
REQUIREMENTS SPECIFIED FOR THROUGH PENETRATION
FIRESTOP SYSTEMS AND FIRE RESISTIVE JOINT SYSTEMS.
b. SMOKE TIGHT PARTITIONS: SEAL COMPLETELY WITH
ELASTOMERIC SEALANT. FOR THE LOCATION AND EXTENT OF
PARTITIONS, DESIGNATED AS "SMOKE TIGHT", REFER TO THE LIFE
SAFETY DRAWINGS.
c. ALL OTHER LOCATIONS: SEAL AS INDICATED AND REQUIRED
ELSEWHERE BY THE CONTRACT DOCUMENTS.
P. INSULATION HEAD CONDITIONS AT FLOOR / ROOF DECK:
a. FIRE RESISTANT RATED PARTITIONS SHALL USE MINERAL WOOL
INSULATION AND APPROPRIATE FIRE RATED SEALANT.
b. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL
USE SOUND ATTENUATION BATTS (SAB).
Q. PROVIDE STENCILED IDENTIFICATION FOR RATED PARTITIONS.
R. STC RATING APPLIES WHERE PARTION TAG QUALIFIER INDICATES WITH AN
"i". PROVIDE SOUND ATTENUATION BATTS OF THICKNESS INDICATED ON
SCHEDULE WHERE INDICATED BY QUALIFIER.
S. FOR PARTITIONS WITH STC RATINGS INDICATED SOUND ATTENUATION
BATTS TO EXTEND FULL HEIGHT OF PARTITION UNLESS OTHERWISE
NOTED. FLOOR TRACK TO BE SET IN A CONTINUOUS BED OF SEALANT.
T. WHERE PARTITION TYPE INDICATES SOUND ACOUSTICAL BATT, WITH FINISH
BOARD GOING TO DECK ON ONE SIDE ONLY, PROVIDE VAPOR BARRIER TO
SECURE INSULATION IN PLACE.
U. PROVIDE 5/8" MOISTURE/MOLD RESISTANT GYPSUM BOARD IN ALL WET
LOCATIONS WITHIN SCOPE OF WORK.
V. PROVIDE 5/8" CEMENTITIOUS BACKER BOARD BEHIND CERAMIC WALL TILE.
COORDINATE LOCATIONS WITH FINISH WALL PLANS.
W. PROVIDE CORNER AND END WALL FRAMING AS DETAILED ON 3/AE002.
WALL TYPES LEGEND AND GENERAL NOTES
X#X.#
INDICATES STRUCTURAL MATERIAL
CH = SHAFT WALL
F = FURRING
S = STEEL
M = MASONRY
W = WOOD
INDICATES NOMINAL SIZE
INDICATES STRUCTURE AND
FINISH HEIGHTS
QUALIFIER'S (X-X-X)
G GYPSUM BOARD FINISH
1SB 1 HR RATED SMOKE BARRIER
2SB 2 HR RATED SMOKE BARRIER
1F 1 HR FIRE RATED
2F 2 HR FIRE RATED
i SOUND INSULATION t THERMAL INSULATION
B BULLET RESISTANT
L LEAD LINED
M MESH (STEEL SECURITY MESH)
MR MOIST/MOLD RESISTANT GYPSUM
SP SMOKE PARTITION
TB TILE BACKER CEMENT BOARD
A = STRUCTURE TO DECK, FINISH TO DECK
B = STRUCTURE TO DECK, FINISH ONE SIDE TO DECK
C = STRUCTURE TO DECK, FINISH TO ABOVE CEILING
D = STRUCTURE TO ABOVE CEILING, FINISH TO ABOVE CEILING
P = PARTIAL HEIGHT WALL
U = STRUCTURE TO UNDERSIDE OF CELING, FINISH TO UNDERSIDE OF CEILING
*SEE WALL TYPES FOR PROJECT SPECIFIC CONSTRUCTION
CH
2 1/2" 4" 6"
F 7/8
1 1/2" 2 1/2" 3 5/8"
4" 6" 8" 12"
S
2 1/2" 3 5/8"
4" 6" 8" 12"
M
2 5/8" 3 5/8" 5 5/8" 7 5/8" 11 5/8"
W
3/4"
3 1/2"
5 1/2" 7 1/4" 11 1/4"
" 1 HR FIRE/SMOKE
10'-0" MAX 10'-0" MAX
A. LETTERED STENCILS SHALL BE APPLIED TO EACH SIDE OF RATED PARTITIONS
AT 10'-0" INTERVALS; BUT NO LESS THAN ONCE PER PARTITION LENGTH.
B. USE THE FOLLOWING LANGUAGE FOR STENCILS:
"1 HR FIRE/SMOKE" "1 HR FIRE"
"2 HR FIRE/SMOKE" "2 HR FIRE"
"LIMIT TRANSFER OF SMOKE"
PERMANENT RED PAINT
LETTERING, TYP.
CEILING LINE
STENCILING NOTES
WALL TAG LEGEND
S2C.G 2 1/2"
WALL TAG
STRUCTURAL
SIZE
FINISH DIM FIRE RATING UL DESIGN
MIN STC
RATING
3 3/4" NA NA NA
COMMENTS
S3C.G 3 5/8" 4 7/8"
NA
NANANANA
S6C.GiMR 6" 7 1/4" NANANANA
LINE OF STRUCTURE ABOVE
LINE OF CEILING
LINE OF STRUCTURE BELOW
PLAN
5/8"
STRUCTURAL SIZE
5/8"
FINISH DIMENSION
STEEL STUD BRACING @ 4'-0" O.C.
CEILING
6"
5/8" TYPE X GYP BD
BEAD OF CONT. SEALANT
STEEL STUDS @ 16" O.C.
INSULATION PRESENT WITH QUALIFER (i OR t)
F2D.G 2 1/2"
WALL TAG
STRUCTURAL
SIZE
FINISH DIM FIRE RATING UL DESIGN
MIN STC
RATING
3 1/8" NA NA NA
COMMENTS
F3D.G 3 5/8" 4 1/4"
NA
NANANANA
F6D.G 6" 6 5/8" NANANANA
LINE OF STRUCTURE ABOVE
LINE OF CEILING
LINE OF STRUCTURE BELOW
PLAN
STRUCTURAL DIMENSION
5/8"
FINISH DIMENSION
STEEL STUD BRACING @ 4'-0" O.C.
CEILING
6"
5/8" TYPE X GYP BD
BEAD OF CONT. SEALANT
STEEL STUDS @ 16" O.C.
INSULATION PRESENT WITH QUALIFER (i OR t)
EXISTING WALL / COLUMN, VIF.
F0D.G 7/8" 1 1/2" NA NA NA
F1D.GiMR 1 1/2" 2 1/8"
HAT CHANNEL @ 24" O.C.
NANANA HAT CHANNEL @ 24" O.C.
WALL TYPES
CH2A.2F 2 1/2"
WALL TAG
STRUCTURAL
SIZE
FINISH DIM FIRE RATING UL DESIGN
MIN STC
RATING
3 3/4" 2 HR. U415 37
COMMENTS
CH4A.2Fi 4" 5 1/4"
NA
NA48U4152 HR.
CH6A.2F 6" 7 1/4" NA48U4152 HR.
LINE OF STRUCTURE ABOVE
LINE OF CEILING
LINE OF STRUCTURE BELOW
PLAN
STRUCTURAL SIZE
1 1/4"
FINISH DIMENSION
5/8" TYPE X GYP BD (2 LAYERS)
BEAD OF CONT. SEALANT
CH STEEL STUDS @ 24" O.C.
CEILING
DEEP LEG SLIP TRACK AT DECK
HOLD GYPSUM BACK FROM DECK FOR
DEFLECTION
FILL FLUTES OF DECK WITH FIRE SAFING
AT FIRE RATED WALLS
1" TYPE C GYP LINER PANEL
1"
INSULATION PRESENT WITH QUALIFER (i OR t)
WALL TAG
STRUCTURAL
SIZE
FINISH DIM FIRE RATING UL DESIGN
MIN STC
RATING
COMMENTS
S3A.1Fi 3 5/8" 4 7/8" NA40U4651 HR.
S6A.1Fi 6" 7 1/4" NA40U4651 HR.
LINE OF STRUCTURE ABOVE
LINE OF CEILING
LINE OF STRUCTURE BELOW
PLAN
5/8"
STRUCTURAL SIZE
5/8"
FINISH DIMENSION
5/8" TYPE X GYP BD
BEAD OF CONT. SEALANT
STEEL STUDS @ 16" O.C.
STEEL STUD BRACING @ 4'-0" O.C.
CEILING
DEEP LEG SLIP TRACK AT DECK
HOLD GYPSUM BACK FROM DECK FOR
DEFLECTION
FILL FLUTES OF DECK WITH FIRE SAFING
AT FIRE RATED WALLS
INSULATION PRESENT WITH QUALIFER (i OR t)
F2D.GiMR 2 1/2" 3 1/8" NA NA NA NA
WALL TAG
STRUCTURAL
SIZE
FINISH DIM FIRE RATING UL DESIGN
MIN STC
RATING
COMMENTS
S3A.2F 3 5/8" 6 1/8" NA40U4192 HR.
S6A.2F 6" 8 1/2" NA40U4192 HR.
LINE OF STRUCTURE ABOVE
LINE OF CEILING
LINE OF STRUCTURE BELOW
PLAN
1 1/4"
STRUCTURAL SIZE
1 1/4"
FINISH DIMENSION
5/8" TYPE X GYP BD (2 LAYERS EACH SIDE)
BEAD OF CONT. SEALANT
STEEL STUDS @ 16" O.C.
STEEL STUD BRACING @ 4'-0" O.C.
CEILING
DEEP LEG SLIP TRACK AT DECK
HOLD GYPSUM BACK FROM DECK FOR
DEFLECTION
FILL FLUTES OF DECK WITH FIRE SAFING
AT FIRE RATED WALLS
INSULATION PRESENT WITH QUALIFER (i OR t)
NOTE:
• TYPICAL LIMITING HEIGHTS-INTERIOR PARTITIONS, L/240 (5 PSF), WITH 5/8"GYPSUM BOARD EACH SIDE.
• PROVIDE DIAGONAL STUD BRACING AT ALL NON FULL HEIGHT INTERIOR PARTITIONS STAGGERED AT 48" O.C. TO DECK ABOVE. PROVIDE
STUD ATTACHMENT TO DECK W/ MIN. SPAN OF 2 DECK FLUTES. BRACING TO BE THE SAME SIZE AND GAUGE AS VERTICAL STUDS.
25 GA. STUDS (NON-COMPOSITE)
STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT
16" L/240 6'-11"1-5/8"
24" L/240 6'-0"162S125-18
16" L/240 9'-6"2-1/2"
24" L/240 8'-4"250S125-18
16" L/240 12'-5"3-5/8"
24" L/240 10'-10"362S125-18
16" L/240 13'-9"4"
24" L/240 12'-0"400S125-18
22 GA. STUDS (NON-COMPOSITE)
STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT
16" L/240 8'-1"1-5/8"
24" L/240 7'-1"162S125-27
16" L/240 11'-2"2-1/2"
24" L/240 9'-9"250S125-27
16" L/240 14'-6"3-5/8"
24" L/240 12'-8"362S125-27
16" L/240 16'-1"4"
24" L/240 14'-0"400S125-27
20 GA. STUDS (NON-COMPOSITE)
STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT
16" L/240 8'-4"1-5/8"
24" L/240 7'-3"162S125-30
16" L/240 11'-7"2-1/2"
24" L/240 10'-1"250S125-30
16" L/240 15'-0"3-5/8"
24" L/240 13'-1"362S125-30
16" L/240 16'-8"4"
24" L/240 14'-7"400S125-30
16" L/240 22'-4"6"
24" L/240 19'-6"600S125-27
16" L/240 23'-1"6"
24" L/240 20'-2"600S125-30
18 GA. STUDS (NON-COMPOSITE)
STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT
16" L/240 13'-0"2-1/2"
24" L/240 11'-5"250S125-43
16" L/240 17'-5"3-5/8"
24" L/240 15'-3"362S125-43
16" L/240 18'-10"4"
24" L/240 16'-5"400S125-43
16" L/240 26'-1"6"
24" L/240 22'-10"600S125-43
SSMA NON-COMPOSITE STUDS
HIGH PRIORITY PARTITION
LOWER PRIORITY PARTITION
HIGH PRIORITY CEILING /
ROOF ASSEMBLY
LOWER PRIORITY PARTITION
RATING
3 HOUR ASSEMBLY
2 HOUR ASSEMBLY
1 HOUR ASSEMBLY
SMOKE-RATED ASSEMBLY
NON-RATED ASSEMBLY
PRIORITY
NOTE: LOWER NUMBER, HIGHER PRIORITY
TOP OF METAL DECK OR CONCRETE
FIRE CAULKING AS REQUIRED BY UL# HWS0001
(BY FRAMING CONTRACTOR)
PACK FLUTES OF DECK WITH FIRE SAFING AS
REQUIRED PER UL# HWS0001
Z-CLIPS 2" WIDTH
BOTTOM OF METAL DECK
LIGHT GAUGE FRAMING DEFLECTION TRAK,
CONFORMING TO UL# HW-D-0060
5/8" TYPE X GYP. BD. EACH SIDE OF STUD
SCRIBED TO DECK UL# U465
METAL STUD
PARALLEL NOTE:
NON-RATED CONSTRUCTION SIMILAR W/O
FIRE SAFING & SCRIBING BYP. BD. TO DECK
6"
TOP OF METAL DECK OR CONCRETE
FIRE CAULKING AS REQUIRED BY UL# HWS0001
(BY FRAMING CONTRACTOR)
PACK FLUTES OF DECK WITH FIRE SAFING AS
REQUIRED PER UL# HWS0001
Z-CLIPS 2" WIDTH
BOTTOM OF METAL DECK
LIGHT GAUGE FRAMING DEFLECTION TRAK,
CONFORMING TO UL# HW-D-0060
5/8" TYPE X GYP. BD. EACH SIDE OF STUD
SCRIBED TO DECK UL# U465
METAL STUD
PERPENDICULAR NOTE:
NON-RATED CONSTRUCTION SIMILAR W/O
FIRE SAFING & SCRIBING BYP. BD. TO DECK
INSULATION STUFFED INSIDE BOX
METAL STUD FRAMING
CORNER BEAD AT ALL
OUTSIDE CORNERS (TYPICAL)
20 GA. METAL STUDS WRAPPED WITH
20 GA. TRACK ON BOTH SIDES,
CONTINUOUS FROM FLOOR TO DECK
INSULATION STUFFED INSIDE BOX
METAL STUD FRAMING
CORNER BEAD AT ALL
OUTSIDE CORNERS (TYPICAL)
20 GA. METAL STUDS WRAPPED WITH
20 GA. TRACK ON BOTH SIDES,
CONTINUOUS FROM FLOOR TO DECK
3 HR FIRE RATED
2 HR FIRE RATED
1 HR FIRE RATED
1 HR SMOKE BARRIER
SMOKE PARTITION
2 HR SMOKE BARRIER
3 HR SMOKE BARRIER
WALL RATING LEGEND
LINE OF STRUCTURE BELOW
PLAN
5/8" 6" 5/8"
FINISH DIMENSION
5/8" TYPE X GYP BD
BEAD OF CONT. SEALANT
6" STEEL STUDS @ 16" O.C.
INSULATION PRESENT WITH QUALIFIER (i OR t)
4'
A F
F
5/8" TYPE X GYP BD
STEEL STUD RUNNER
STEEL STUD RUNNER
PROVIDE WALL FINISH ON
TOP OF PARTITION
3 X 3 X 1/4" TUBE STEEL. MOUNT TO FLR
W/ LIGHT GAUGE STEEL ANGLE. ATTACH
STEEL STUDS TO TUBE STEEL FOR WALL
STABILIZATION.
LIGHT GUAGE STEEL ANGLE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
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
STAMP
321 4 5 6 7 8 9 10
NOT F
OR
CONSTRUCTIO
N
ARCHITECT/ENGINEER OF RECORD
CIVIL ENGINEER, ARCHITECT, STRUCTURAL ENGINEER FIRE PROTECTION, PLUMBING, MECHANICAL, ELECTRICAL ENGINEER
A u to d e s k D o c s
/2
.9
V
A A tl a n ta
R e n o v a te
N F
S K it c h e n
F re e z e rs
G u id o n
-C h a rl o tt e
E n g in e e rs /2
.9
A v
.r v t
/3
/2
:4
:5
P
M
AE002
WALL TYPES Renovate NFS Kitchen & Freezers -
Guidon-Charlotte Engineers
SDVOSB JV LLC
DECATUR, GA
508-22-102
BUILDING C
02/03/2025 AO TA
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLEREDGUIDON - CHARLOTTE ENGINEERS SDVOSB JV LLC
1221 N. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
SCALE: 1 1/2" = 1'-0"AE002
1 RATED WALL PRIORITY
SCALE: 1 1/2" = 1'-0"AE002
2 DEFLECTION TRACK
WALL TYPE SCHEDULE
WALL TYPES USED IN THIS PROJECT
CH4A.2Fi
F1D.GIMR
F2D.GiMR
F3D.G
S3A.2F
S3C.G
S6A.1Fi
S6C.GiMR
SCALE: 3" = 1'-0"AE002
3 TYPICAL CORNER FRAMING DETAIL
SCALE: 1 1/2" = 1'-0"AE002
4 PARTIAL HEIGHT WALL SECTION
Revisions: Date:
| Sheets |
| AE002 - WALL TYPES |
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