FY20PN92594A-601.pdf

TOP

PLAN

BASE

TOP

PLAN

BASE

(1) LAYER 5/8" GYPSUM

BOARD EACH SIDE;

TYPE 'X' AT P21B

4" 20 GAUGE METAL

STUDS @ 16" O.C.

UNDERSIDE OF

STRUCTURE

PROVIDE SLOTTED

DEFLECTION

TRACK ASSEMBLY

RUNNER TRACK

CEILING AS SCHED -

SEE FINISH

SCHEDULE

(1) LAYER 5/8"

GYPSUM BOARD ONE

SIDE

2 1/2" METAL STUDS @

16" O.C.

CEILING AS SCHED -

SEE FINISH

SCHEDULE

3 1/2" BATT INSUL

P01 1 1/2" METAL STUDS

CLIPPED TO COLUMN P21 4" METAL STUDS @ 16" O.C., SMOKE TIGHT

W/ ACOUSTICAL BATT INSULATION

P21A 4" METAL STUDS @ 16" O.C., SMOKE TIGHT

W/ NO ACOUSTICAL BATT INSULATION

FLOOR AND BASE AS

SCHED - SEE FINISH

SCHEDULE

FLOOR AND BASE AS

SCHED - SEE FINISH

SCHEDULE

(1) LAYER 5/8"

GYPSUM BOARD ONE

SIDE

2 1/2", 3 5/8, 4" OR 6"

20 GAUGE METAL

STUDS @ 16" O.C.

RUNNER TRACK

CEILING AS SCHED -

SEE FINISH SCHEDULE

P12 2 1/2" METAL STUDS @ 16" O.C.

P12A 3 5/8" METAL STUDS @ 16" O.C.

P12B 4" METAL STUDS @ 16" O.C.

FLOOR AND BASE AS

SCHED - SEE FINISH

SCHEDULE

CEILING AS SCHED - SEE

FINISH SCHEDULE

P02 2 1/2" METAL STUDS @ 16" O.C.

(1) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" 20 GAUGE METAL

STUDS @ 16" O.C.

UNDERSIDE OF

STRUCTURE

PROVIDE SLOTTED

DEFLECTION

TRACK ASSEMBLY

RUNNER TRACK

3 1/2" BATT INSUL

P22 3 5/8" METAL STUDS @ 16" O.C. W/ ACOUSTICAL BATT

INSULATION

P22A 3 5/8" METAL STUDS @ 16" O.C. W/ NO ACOUSTICAL

BATT INSULATION

FLOOR AND BASE AS

SCHED - SEE FINISH

SCHEDULE

CEILING AS SCHED - SEE

FINISH SCHEDULE

UNDERSIDE OF

STRUCTURE

PROVIDE SLOTTED

DEFLECTION

TRACK ASSEMBLY

CONT. SEALANT, TOP & BOT. FIRESAFE

SEAL/TIGHT TO DECK AT P21B

SHAFT

SIDE

(OR

INACCESS-

IBLE SIDE)

P52 STC 50; 2 1/2" C-H STUDS

P52A STC 50; 4" C-H STUDS; 1 HR

FIRE/SMOKE BARRIER SHAFTWALL

WHERE REQUIRED - SEE LIFE SAFETY

"J" RUNNER TRACK

FLOOR AND BASE AS SCHED -

SEE FINISH SCHEDULE

FIRESTOP SEALANT, TOP &

BOT.; ACOUSTIC SNT ONLY

BOTH SIDES AT P52

3 1/2" BATT INSUL

UL DESIGN NO. U415 - SYSTEM B, 2 HOUR SYSTEM

STC 50 - SOUND TEST RAL-OT04-019 W/ MINERAL WOOL

2 1/2" OR 4" 20 GAUGE

METAL CH STUDS @ 24"

O.C.

(2) LAYERS 5/8" TYPE "X"

OR (1) LAYER 1/2"

FIRECODE TYPE "C"

GYPSUM BOARD

(1) LAYER 1" X 24" TYPE "X"

GYPSUM LINER PANEL

UNDERSIDE OF

STRUCTURE

ACOUSTIC SNT, BOTH SIDES;

FIRESAFE / SEAL TIGHT

TO DECK, SEE NOTES

PROVIDE SLOTTED DEFLECTION

TRACK ASSEMBLY

CEILING AS SCHED - SEE

FINISH SCHEDULE

P61 8" CMU W/ 7/8" FURRING AND 5/8" GWB

ONE SIDE ONLY; SMOKE BARRIER

FLOOR AND BASE AS

SCHED - SEE FINISH

SCHEDULE

7/8" METAL HAT CHANNEL

FURRING @16" O.C. ONE

SIDE ONLY

(1) LAYER 5/8" GWB, ONE

SIDE ONLY

UNDERSIDE OF

STRUCTURE

CEILING AS SCHED - SEE

FINISH SCHEDULE

6" 6"

6" 6"

8" NOMINAL CMU

6"

P71 1 HR FIRE/SMOKE BARRIER UL

DESIGN NO. U905

FLOOR AND BASE AS

SCHED - SEE FINISH

SCHEDULE

8" NOMINAL FIRE-RATED

CMU, UL CLASSIFICATION

D-2, PNT TYP

UNDERSIDE OF

STRUCTURE

CEILING AS SCHED - SEE

FINISH SCHEDULE

UL DESIGN NO. U905 - 2-HR

SYSTEM, FIRE RATED D-2 CMU

FIRESAFE / SEAL TIGHT

TO DECK, SEE NOTES

(2) LAYERS 5/8" TYPE

"X" GYPSUM BOARD

EACH SIDE

4" OR 6" 20 GAUGE

METAL STUDS @

16" O.C.

3 1/2" BATT INSUL

UNDERSIDE OF

STRUCTURE

ACOUSTIC SNT, BOTH SIDES;

FIRESAFE SEAL/TIGHT TO

DECK AT P41C AND P41D

PROVIDE SLOTTED

DEFLECTION

TRACK ASSEMBLY

4" METAL STUDS; STC 50

CEILING AS SCHED - SEE

FINISH SCHEDULE

RUNNER TRACK

FLOOR AND BASE AS SCHED -

SEE FINISH SCHEDULE

ACOUSTIC SNT,

BOTH SIDES;

FIRESTOP

SEALANT AT P41C

P41

6" METAL STUDS; STC 50P41A

P81 8" CAST-IN-PLACE CONCRETE

FLOOR AND BASE AS

SCHED - SEE FINISH

SCHEDULE

8" CAST-IN-PLACE CONC -

SEE STRL

UNDERSIDE OF

STRUCTURE

CONC CEILING - SEE STRL

(1) LAYER 5/8"

GYPSUM BOARD

LAMINATED TO CONC

CEILING AS SCHED - SEE

FINISH SCHEDULE

(1) LAYER 5/8"

GYPSUM BOARD

ONE SIDE

1 1/2" METAL

STUDS @ 16" O.C.

P12C 6" METAL STUDS @ 16" O.C.

CONC SLABCONC SLAB CONC SLAB

RAF, WHERE SCHED RAF, WHERE SCHED RAF, WHERE SCHED

FLOOR AND BASE AS

SCHED - SEE FINISH

SCHEDULE

RAF, WHERE SCHED RAF, WHERE SCHED

CONC SLAB CONC SLAB

RAF, WHERE SCHED

SHAFT

SIDE

(OR

INACCESS-

IBLE SIDE)

SHAFT

SIDE

(OR

INACCESS-

IBLE SIDE)

RAF, WHERE SCHED

RAF (AT NON-

SHAFT

CONDITIONS)

CONC SLAB

(AT NON-

SHAFT

CONDITIONS)

CONC SLAB CONC SLAB CONC SLAB CONC SLAB CONC SLAB

4" METAL STUDS; STC 45P41B

CONT SNT AT SMOKE

PARTITIONS

P61A STC 50; 1 HR FIRE/SMOKE BARRIER,

8" CMU W/ 7/8" FURRING AND 5/8"

GWB ONE SIDE ONLY

4" MET. STUDS; STC 50; 1 HR

FIRE/SMOKE BARRIER

P41C

UL DESIGN NO. U407 - 1 HOUR SYSTEM

STC 52 - SOUND TEST RAL-TL-11-080

4" MET. STUDS; STC 45; 1 HR

FIRE/SMOKE BARRIER

P41D

P21B 4" METAL STUDS @ 16" O.C., 1 HR FIRE RATED

W/ 3 1/2" MIN BATT INSULATION

UL DESIGN NO. U419 - 1 HOUR SYSTEM

P52B STC 50; 4" C-H STUDS

A. AT FIRE RATED PARTITIONS AND FIRE RATED SHAFT WALLS, PROVIDE TYPE X GWB UNO AND

CONTINUOUS FIRE STOPPING BOTH SIDES, TOP, BOTTOM AND ALL PENETRATIONS. PROVIDE

CONTINUITY OF FIRE RATED PARTITIONS IN ORDER OF HIGHEST TO LOWEST LEVEL OF FIRE RATED PROTECTION, I.E. (HIGH)...2HR, 1HR, SMOKE, 0HR...(LOW), PARTICULARLY AT INTERSECTING AND

EXTERIOR WALLS.

B. PROVIDE MOISTURE RESISTANT GWB AT PARTITIONS AND SHAFT WALLS WITH WATER CLOSETS, URINALS, LAVATORIES, HOSE BIBBS, UTILITY SINKS, MOP BASINS, ELECTRIC WATER COOLERS, AND

WHERE NO TILE IS SCHEDULED.

C. PROVIDE MOISTURE RESISTANT GWB AT PARTITIONS AND EXTERIOR SIDE OF SHAFT WALLS

SCHEDULED TO RECEIVE EPOXY PAINT.

D. PROVIDE ABUSE RESISTANT GWB TO 8'-0" AFF AT CORRIDOR 1500.

E. PROVIDE CEMENTITIOUS BACKER UNITS IN LIEU OF GWB (REGULAR TYPE, MOISTURE RESISTANT TYPE

AND ABUSE RESISTANT TYPE) IN LOCATIONS SCHEDULED TO RECEIVE WALL TILE. CEMENTITIOUS

BACKER UNITS THICKNESS TO BE THE SAME THICKNESS AS SCHEDULED GWB.

F. SHAFT WALL STUD SPACING IS 24" OC. ALL OTHER STUD SPACING IS 16" OC.

G. PROVIDE FRT WOOD BLOCKING BEHIND GWB AS REQUIRED AT WALL MOUNTED MILLWORK, HANDRAILS, PLUMBING FIXTURES, CABINETRY, WALL MOUNTED CABLE TRAY AND OTHER WALL MOUNTED

ACCESSORIES AND EQUIPMENT. PROVIDE 3/4" FRT PLYWOOD BLOCKING WHERE WALL MOUNTED

DISPLAYS ARE INDICATED, SEE A/V DRAWINGS.

H. PROVIDE PARTITION CONTROL JOINTS AS INDICATED ON PLANS. CONSTRUCT CONTROL JOINTS IN ACCORDANCE WITH GYPSUM ASSOCIATION GA 216-2010 ARTICLE. AT CONTROL JOINTS IN RATED PARTITIONS OR AT CONTROL JOINTS IN STC 45 WALLS AND GREATER, REFER TO DETAIL 1 ON SH A-601.

I. 1-HR FIRE RATED PARTITIONS TO COMPLY WITH UL DETAIL U419 AND HEAD OF WALL DETAIL HW-D-0031.

J. 1-HR FIRE RATED SHAFT WALLS TO COMPLY WITH UL DETAIL U415, SYSTEM A AND HEAD OF WALL

DETAIL HW-D-0031.

K. DO NOT ATTACH PARTITIONS TO MET. ROOF DECK. PROVIDE SUPPLEMENTAL FRAMING AS REQUIRED.

L. THE CONTRACTOR SHALL PERFORM FIELD TESTING TO CERTIFY THAT THE ACOUSTICAL WALL

CONSTRUCTION INDICATED HAS BEEN MET. THE CONTRACTOR MAY CHOOSE TO USE EITHER NOISE ISOLATION CRITERIA (NIC) OR FIELD SOUND TRANSMISSION CLASS (FSTC) TESTING TO DETERMINE FIELD RATINGS OF CONSTRUCTED SOUND RATED PARTITIONS. CONTRACTOR TESTING MUST COMPLY WITH ICD/ICS 705 REQUIREMENTS. SUBMIT TESTING EQUIPMENT AND PROCESSES TO BE USED TO CONTRACTING OFFICER FOR APPROVAL. WALLS TESTED MUST HAVE A SOUND RATING OF NIC OR FSTC 45 AT STC 50 PARTITIONS, AND NIC OR FSTC 40 AT STC 45 PARTITIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR PERFORMING REMEDIAL WORK TO MEET THE REQUIRED FIELD SOUND RATINGS.

M. GOVERNMENT WILL PERFORM INDEPENDENT SOUND TESTING IN ADDITION TO CONTRACTOR'S SOUND

TESTING. CONTRACTOR WILL BE RESPONSIBLE FOR PERFORMING REMEDIAL WORK TO MEET THE

REQUIRED FIELD SOUND RATINGS RESULTING FROM GOVERNMENT TESTING.

N. 1-HR HORIZONTAL SHAFT WALL ASSEMBLIES ARE TO COMPLY WITH PROGRESSIVE ENGINEERING, INC.

ASSEMBLY EVALUATION REPORT AER-09038.

O. REFER TO DETAIL 2 ON SHEET A-531 FOR PARTITION DETAIL AT SLAB STEP. PLATFORM FRAMING

PERIMETER CONDITION IS SIMILAR TO THIS DETAIL.

P. LOCATE DEVICES IN ACOUSTICAL PARTITIONS IN A MANNER THAT MAINTAINS THE ACOUSTICAL

PROPERTIES OF THE PARTITION. REFER TO DETAIL 2 ON A-601.

Q. LABEL FIRE RATED AND SMOKE RATED PARTITIONS WITH STENCILING OR SIGNS. LOCATE

IDENTIFICATION BELOW RAISED ACCESS FLOOR AND ABOVE ACCESSIBLE CEILINGS. SPACE

IDENTIFICATION AT NO MORE THAN 10 FEET ON CENTER MEASURED HORIZONTALLY ALONG THE

PARTITION. INCORPORATE LETTERING NOT LESS THAN 1 INCH IN HEIGHT. LABEL WITH RESISTANCE

RATING (E.G. "1 HOUR FIRE RATED PARTITION, PROTECT ALL OPENINGS").

R. REFER TO SHEET S-503 FOR CMU TO STEEL BEAM/SLAB PARTITION BRACING DETAILS.

PARTITION TYPE NOTES:

BATT INSUL

PER PTN TYPE

MET. FRAMING

PER PTN TYPE

GWB PER

PTN TYPE

GWB PER

PTN TYPE

1/2" MAX

2 LAYERS 5/8" GWB

GWB CJ

5/8" GAP CONT SNT

BATT INSUL PER PTN TYPE

MET. FRAMING PER PTN TYPE

GWB PER PTN TYPE

ACOUSTIC PUTTY PAD AT

DEVICE BACKBOXES (@ ALL

SIDES), TYP

ACOUSTIC SEALANT

BETWEEN EDGE OF WALL AND

BACKBOX (@ ALL SIDES), TYP

GENERAL NOTE: DETAIL APPLIES TO

BACKBOXES IN ALL PARTITIONS

SCHEDULED TO HAVE STC RATINGS.

DEVICE BACKBOX, TYP

1'-6" MIN

12" 9" 6" 3" 0 1' 1-1/2"=1'-0"

12" 9" 6" 3" 0 3"=1'-0"

US Army Corps of Engineers ®

SHEET ID

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