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- Repair Maintenance Hangar, B102 Federal contract opportunity
- Solicitation number
- W9136419B7001
About this file
This solicitation notice seeks bids for a repair and renovation project at Mansfield Air National Guard Base in Ohio. The project includes demolition, fire protection and suppression systems, mechanical, plumbing, electrical, and telecommunications work. Exterior brick veneer and metal siding will be renovated along with window and door replacements. The construction duration is 577 calendar days from notice to proceed. The project is set aside for small businesses with a NAICS code of 236220 and size standard of $36.5 million average annual revenue. The pre-bid conference is July 30, 2019 and bids are due August 23, 2019. The estimated value is between $10-25 million. Interested contractors must register in SAM and check the FedBizOpps website periodically for amendments. The agency is the Department of the Army Ohio Army National Guard located at the 179th Airlift Wing.
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FILENAME: PLOT DATE: PLOT TIME:
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SHEET KEYNOTESGENERAL SHEET NOTES
EXISTING HANGAR BAY ROOF (NIC)10.
DRAWING A-601.
ROLL UP DOOR, SEE DOOR SCHEDULE ON 9.
BOLLARD.8.
INSULATED METAL WALL PANEL, TYPICAL.7.
UNDERGROUND COLLECTION SYSTEM.
DOWNSPOUT, TYPICAL. TIE INTO EXISTING 6.
DRAWINGS.
LIGHT FIXTURE, TYPICAL, SEE ELECTRICAL 5.
SCHEDULE ON DRAWING A-602.
INSULATED WINDOW, TYPICAL, SEE WINDOW 4.
SEE DOOR SCHEDULE ON DRAWING A-601.3.
BRICK VENEER, FULL HEIGHT, TYPICAL.2.
AND RESEAL ALL PENETRATIONS.
EXISTING METAL WALL PANEL, TYPICAL. CLEAN 1.
A-110
EAST ELEVATION
1/8"=1'-0"
EL 0+00
FIN FLOOR
EL 56'-8"
H PT ROOF
EL 12'-6"
ROOF
W1
W1 W1 W1 W1 W1 W1
TYP.
TYP.
AFTER DEMOLITION.
PATCH AND REPAIR BUILDING ELEMENTS TO REMAIN E.
CONSTRUCTION WITH EACH DISCIPLINE.
ELECTRICAL AND TELECOM DRAWINGS. COORDINATE
SEE FIRE PROTECTION, PLUMBING, MECHANICAL, D.
SEE SHEETS AD110 AND AD201 FOR DEMOLITION.C.
SEE SHEET A-601 FOR DOOR SCHEDULE.B.
GENERAL NOTES, LEGENDS AND SYMBOLS.
SEE SHEET A-001 FOR ABBREVIATIONS AND A-002 A.
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A-311
C B A C B A
C
A-110
SECTION
1/8"=1'-0"
SMOKE CURTAIN.20.
SYSTEM.
GYPSUM SHEATHING ON METAL SUSPENSION 19.
ELEVATOR ENCLOSURE, SEE DRAWING A-402.18.
BRICK VENEER AND CMU EXTERIOR WALL.17.
EXISTING CONCRETE COLUMN.16.
EXISTING ROOF, DECK AND STRUCTURE.15.
EXISTING EXTERIOR END WALL COMPONENTS.14.
SUSPENDED ACOUSTICAL CEILING. (BEYOND)13.
METAL DECK AND CONCRETE LID.12.
SEE STRUCTURAL DRAWINGS.11.
(BEYOND)
METAL DECK AND CONCRETE 2ND FLOOR DECK. 10.
SINGLE PLY ROOF.9.
EXISTING HANGAR ROOF (N.I.C.).8.
EXISTING CONCRETE SLAB.7.
PERFORATED METAL PANELS.
EXISTING SUSPENDED ACOUSTICAL CEILING - 6.
EXISTING END WALL.5.
SHOP AREA.4.
OPEN PORT FOR TUG.3.
CMU WALL.2.
EXISTING STEEL JOIST HANGAR FRAMING.1.
A-310
W3 W2 W2
FIN FLOOR EL. 0+00
A-310
A-311
A-310
EL. 12'-8"
WALL 24'-8"T.O.
3 2
SHEET KEYNOTES
GENERAL SHEET NOTES
ELEMENTS.
REQUIRING COORDINATION WITH ARCHITECTURAL
SEE ALL DISCIPLINE DRAWINGS FOR WORK B.
REINFORCING, AND STRUCTURAL COMPONENTS.
SEE STRUCTURAL DRAWINGS FOR FOUNDATION, A.
TYP.
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SHEET KEYNOTES
FOR FOUNDATION AND UTILITY CONSTRUCTION.
VAPOR BARRIER AND CONCRETE SLAB REMOVED
REPLACE STRUCTURAL BACKFILL, GRAVEL FILL, 26.
GWB.25.
TRANSLUCENT PANEL SYSTEM.24.
SHEET METAL SILL.23.
SHEET METAL SOFFIT.22.
EXISTING BASE FLASHING.21.
HORIZONTAL FRAMING AND METAL PANELS.
EXISTING HANGAR END WALL VERTICAL FRAMING, 20.
METAL STUD AND GWB PARTITION.19.
SUSPENDED ACOUSTICAL CEILING.18.
STEEL COLUMN (BEYOND).17.
STEEL BEAM, SEE STRUCTURAL DRAWINGS.16.
BAR JOIST.15.
METAL AND CONCRETE DECK.14.
BACKFILL EXCAVATION TO DRAIN FROM BUILDING.13.
EXISTING FLOOR SLAB / FOUNDATION.12.
AIR SPACE.11.
REINFORCED CMU WALL.10.
GUTTER.9.
BRICK VENEER.8.
METAL PANEL ON HANGER SYSTEM.7.
AIR BARRIER.6.
RIGID INSULATION.5.
SHEATHING.4.
LIGHT GAUGE METAL FRAMING.3.
MEMBANE SYSTEM TO DRAIN WATER TO EDGE.
AFFIX NEW ROOFING INTO EXISTING ROOFING 2.
AND ROOFING.
EXISTING CONCRETE ROOF DECK, INSULATION 1.
GENERAL SHEET NOTES
ARCHITECTURAL DETAILS.
SEE DRAWINGS A-501 THRU A-518 FOR TYPICAL B.
ARCHITECTURAL NOTES AND LEGEND .
SEE DRAWING A-001 FOR GENERAL A.
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SHEET KEYNOTES
EXPANSION JOINT.28.
CONCRETE SIDEWALK.27.
FOR FOUNDATION AND UTILITY CONSTRUCTION.
VAPOR BARRIER AND CONCRETE SLAB REMOVED
REPLACE STRUCTURAL BACKFILL, GRAVEL FILL, 26.
GWB.25.
TRANSLUCENT PANEL SYSTEM.24.
SHEET METAL SILL.23.
SHEET METAL SOFFIT.22.
EXISTING BASE FLASHING.21.
HORIZONTAL FRAMING AND METAL PANELS.
EXISTING HANGAR END WALL VERTICAL FRAMING, 20.
METAL STUD AND GWB PARTITION.19.
SUSPENDED ACOUSTICAL CEILING.18.
STEEL COLUMN (BEYOND).17.
STEEL BEAM, SEE STRUCTURAL DRAWINGS.16.
BAR JOIST.15.
METAL AND CONCRETE DECK.14.
BACKFILL EXCAVATION TO DRAIN FROM BUILDING.13.
EXISTING FLOOR SLAB / FOUNDATION.12.
AIR SPACE.11.
REINFORCED CMU WALL.10.
GUTTER.9.
BRICK VENEER.8.
METAL PANEL ON HANGER SYSTEM.7.
AIR BARRIER.6.
RIGID INSULATION.5.
SHEATHING.4.
LIGHT GAUGE METAL FRAMING.3.
MEMBANE SYSTEM TO DRAIN WATER TO EDGE.
AFFIX NEW ROOFING INTO EXISTING ROOFING 2.
AND ROOFING.
EXISTING CONCRETE ROOF DECK, INSULATION 1.
GENERAL SHEET NOTES
ARCHITECTURAL DETAILS.
SEE DRAWINGS A-501 THRU A-518 FOR TYPICAL B.
ARCHITECTURAL NOTES AND LEGEND .
SEE DRAWING A-001 FOR GENERAL A.
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OPEN FOR
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A L
IN
G J R
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AS SHOWN
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U B
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669816_A-401.dwg
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GENERAL NOTES
SHEET KEYNOTES
STEEL LANDING5
STEEL STRINGER4
34"H 1-1/2" DIA. STEEL HANDRAIL3
42"H 1-1/2" DIA. STEEL GUARDRAIL 2
CONCRETE FILLED METAL PAN TREADS1
A-401
SECTION
3/8"=1'-0"
A-113, A-123
ENLARGED STAIR 133 PLAN - FIRST FLOOR
3/8"=1'-0"
STAIR 110 PLAN REVERSED SIMILAR
A-401
TREAD DETAIL
3"=1'-0"
A-401
HANDRAIL ELEVATION
1/2"=1'-0"
A-401
RAIL DETAIL
3"=1'-0"
3 3
STAIR WIDTH
L
A N
D
IN
G
STAIR WIDTH
4'-4" 4'-0" '4
T
R E
A D
S A
T
L A
N D
IN
G
STAIR 2
C
B
CORRIDOR
A-401
/4
FF
SECOND FLOOR
12'-8"
R
IS
E R
S A
T .9
R
IS
E R
S A
T .9
STAIR LANDING
6'-4"
FINISH FLOOR
0'-0"
C
N
A-123
SECOND FLOOR
3/8"=1'-0"
STAIR 110 PLAN REVERSED SIMILAR
PARTIAL STAIR 133 PLAN -
B
STAIR 2
-0
-1
IS
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B
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VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
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FEB 2019
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A-402
AS SHOWN
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GENERAL NOTES
SHEET KEYNOTES
ELEVATOR PIT WALLS.
CAST-IN-PLACE CONCRETE FOUNDATION AND 16.
SLAB AND EXCAVATION FOR ELEVATOR PIT.
SEE DEMOLITION PLAN FOR REMOVAL OF FLOOR 15.
EXISTING ROOF, ROOF DECK AND STRUCTURE.14.
SUSPENDED ACOUSTICAL CEILING.13.
ELEVATOR ACCESS LADDER.12.
ELEVATOR PIT.11.
METAL DECK WITH CONCRETE FLOOR.10.
SHEATHING.9.
RIGID INSULATION.8.
ROOF DECK.7.
METAL PANEL SIDING (MATCH EXISTING).6.
REINFORCED CMU WALL.5.
FRAMING.
EXISTING HANGAR END WALL HORIZONTAL 4.
EXISTING HANGAR END WALL VERTICAL FRAMING.3.
ELEVATOR CONTROL PANEL.2.
ELEVATOR CAB.1.
A
A-402
ELEVATOR SECTION
1/2"=1'-0"
A-113
ENLARGED FIRST FLOOR ELEVATOR PLAN
1/2"=1'-0"
N
A-403
A-403
A-516
ROOF
27'-2"
B
6 7
A
A-402
A-403
A-123
ENLARGED SECOND FLOOR ELEVATOR PLAN
1/2"=1'-0"
N
B
6 7
A-403
A
A-402
A-403
A-516
FLOOR
SECOND
12'-8"
FIRST FLOOR
0'-0"
A-403
A-403
VESTIBULE
VESTIBULE
ELEVATOR
CAB
9'-4" 5'-1" 2'-10 1/2"
1'-11"6'-7" 7'-3 1/4"
/2
1'-11"
9'-4"
1'-6"
SIM
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B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
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FEB 2019
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AS SHOWN
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SHEET KEYNOTES
A-402
ELEVATOR ELEVATION
3/4"=1'-0"
A-402
ELEVATOR DOOR HEAD
1 1/2"=1'-0"
A-402
ELEVATOR DOOR JAMB
1 1/2"=1'-0"
A-402
ELEVATOR DOOR SILL
1 1/2"=1'-0"
10"
M A
X
M
IN
FLOOR SLAB12.
CMU "U"-BLOCK11.
BASE10.
ELEVATOR DOOR OPERATOR9.
ELEVATOR THRESHOLD8.
ELEVATOR CAB FLOOR7.
ELEVATOR DOOR6.
CMU SHAFT WALL5.
STEEL ELEVATOR DOOR FRAME4.
ELEVATOR CONTROL PANEL.3.
CALL BUTTON.2.
CAB POSITION INDICATOR LIGHT.1.
8 5/8"
A-402
GRAPHIC LOGO
NTS
PANTONE COLOR 1805 C
PANTONE COLOR 108 C
PANTONE COLOR 304 C
PANTONE COLOR 275 C
PANTONE COLOR 2746 C
FILENAME: PLOT DATE: PLOT TIME:
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1"0 c
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WOMEN'S
RESTROOM
GENERAL NOTES
FITTINGS.
GRAB BARS SHALL NOT ROTATE WITHIN THEIR G.
FASTENER AND SUPPORTING STRUCTURE.
THE ALLOWABLE WITHDRAWAL LOAD BETWEEN
THE APPLICATION OF 250 LBS. SHALL BE LESS THAN
FORCE OF 250 LB. PLUS MAXIMUM MOMENT FROM
TENSILE FORCE INDUCED BY DIRECT TENSION
STRUCTURE.
LATERAL LOAD OF FASTENER OR SUPPORT
FORCE SHALL BE LESS THAN ALLOWABLE
MOUNTING DEVICE FROM APPLICATION OF 250 LB.
SHEAR FORCE INDUCED ON FASTENER OR
- 250 LB. SHEAR STRESS
- 250 LB. BENDING MOMENT
STRENGTHS:
INSTALLED TO MEET THE FOLLOWING STRUCTURAL
GRAB BARS ARE TO BE CONSTRUCTED AND E.
AMERICANS WITH DISABILITIES ACT (ABA).
SHALL MEET THE REQUIREMENTS OF THE
ACCESSORIES AND OTHER FIXTURES AND ITEMS
INSTALLATION OF ACCESSIBLE TOILET D.
INFORMATION.
BATH ACCESSORIES, FOR SELECTED MODEL
SEE SPECIFICATION SECTION 10 28 13, TOILET AND C.
DRAWING A-002.
FOR ARCHITECTURAL ABBREVIATIONS, SEE B.
AND SYMBOLS, SEE DRAWING A-001.
FOR ARCHITECTURAL GENERAL NOTES, LEGEND A.
SHEET KEYNOTES
MICROWAVE.18.
CABINET PULL.17.
BASE.16.
LAMINATE PLASTIC BASE & CABINETS.15.
SINK.14.
SOLID SURFACE TOP & SPLASHES.13.
UNDER COUNTER REFRIGERATOR.12.
MARKERBOARD.11.
MOP / BROOM HOOKS WITH SHELF ABOVE.10.
SHELVES.9.
36"x36" MOP SINK.8.
SHOWER, SIZE AS NOTED.7.
SHOWERS.
6'-0" ABOVE FINISHED FLOOR. FULL WALL HEIGHT IN
2"x2" SQUARE CERAMIC TILE UP TO AN ELEVATION 6.
PARTITION.5.
WATER CLOSET.4.
LAVATORY. SEE DETAIL 10/A-516.3.
LOCKERS.2.
LOCKER BENCH.1.
B
A
A-113
ENLARGED WOMEN'S RESTROOMS PLAN
3/8"=1'-0"
A-404
WOMENS RESTROOM ELEVATION
3/8"=1'-0"
A-404
A-404
WOMEN'S
SHOWERS
WOMEN'S
LOCKERS
A-404
WOMEN'S RESTROOM ELEVATION
3/8"=1'-0"
JANITOR'S
CLOSET
7'-2" 1
A-517
" 2
3'-0"1'-0"2'-6"
1'-8"1'-0"5'-0"
3'-0" 2
6'-4" 2'-4 1/16" 1'-4"
TYP
TOILET ACCESSORIES
WASTE RECEPTACLE.WR
TOILET TISSUE DISPENSER.TTD
FOLD-UP SHOWER SEAT.SHS
SOAP DISH (SHOWER).SD2
SOAP DISPENSER.SD1
CURTAIN.
SHOWER CURTAIN ROD WITH SHOWER SCR / SC
SEAT COVER DISPENSER.SCD
ROBE HOOK.RH
PAPER TOWEL DISPENSER.PTD
MIRROR, 34"x20".MIR2
MIRROR, 24"x36".MIR1
SHOWER GRAB BAR, CORNER TYPE.GB2
INDICATED.
STRAIGHT GRAB BAR, SIZE AS GB1
MIR2 MIR2
SD1
TTD
SCD
SCD
TTD
GB1
GB1
TYP
RH
SCR / SC
SD2
RH
SD2
GB2
7 7
PTD
WR
MIR1
WR
TTD
SD1
PTD
SCD
MIR2
MIR2
SHS
GB1
TTD
SCD
GB1
SD2
GB2
SHS
RH
RH
SD2
SCR / SC
A-123
ELEVATION OF WALL & BASE CABINET
1/2"=1'-0"
A-123
ELEVATION OF MARKERBOARD
1/4"=1'-0"
A-516
A-516
TYP.
2'-0"
8" 8" 8"
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VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
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T R
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M J B
A U
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FEB 2019
G T M
A L
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G J R
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A-405
AS SHOWN
B D
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N S
U B
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GENERAL NOTES
FITTINGS.
GRAB BARS SHALL NOT ROTATE WITHIN THEIR F.
FASTENER AND SUPPORTING STRUCTURE.
THE ALLOWABLE WITHDRAWAL LOAD BETWEEN
THE APPLICATION OF 250 LBS. SHALL BE LESS THAN
FORCE OF 250 LB. PLUS MAXIMUM MOMENT FROM
TENSILE FORCE INDUCED BY DIRECT TENSION
STRUCTURE.
LATERAL LOAD OF FASTENER OR SUPPORT
FORCE SHALL BE LESS THAN ALLOWABLE
MOUNTING DEVICE FROM APPLICATION OF 250 LB.
SHEAR FORCE INDUCED ON FASTENER OR
- 250 LB. SHEAR STRESS
- 250 LB. BENDING MOMENT
STRENGTHS:
INSTALLED TO MEET THE FOLLOWING STRUCTURAL
GRAB BARS ARE TO BE CONSTRUCTED AND E.
AMERICANS WITH DISABILITIES ACT (ABA).
SHALL MEET THE REQUIREMENTS OF THE
ACCESSORIES AND OTHER FIXTURES AND ITEMS
INSTALLATION OF ACCESSIBLE TOILET AND BATH D.
INFORMATION.
ACCESSORIES, FOR SELECTED MODEL
SEE SPECIFICATION SECTION 10 28 13, TOILET C.
DRAWING A-002.
FOR ARCHITECTURAL ABBREVIATIONS, SEE B.
AND SYMBOLS, SEE DRAWING A-001.
FOR ARCHITECTURAL GENERAL NOTES, LEGEND A.
A-113
ENLARGED MEN'S RESTROOM PLAN
3/8"=1'-0"
A-405
MEN'S RESTROOM ELEVATION
3/8"=1'-0"
A-405
TYP
A-405
MEN'S RESTROOM ELEVATION
3/8"=1'-0"
A-405
MEN'S RESTROOM ELEVATION
3/8"=1'-0"
A-405
MEN'S RESTROOM ELEVATION
3/8"=1'-0"
A
B
A-405
A-405
A-405
SHEET KEYNOTES
SHOWER, SIZE AS NOTED.8.
SHOWERS.
6'-0" ABOVE FINISHED FLOOR. FULL WALL HEIGHT IN
2"x2" SQUARE CERAMIC TILE UP TO AN ELEVATION 7.
URINAL.6.
PARTITION.5.
WATER CLOSET.4.
LAVATORY. SEE DETAIL 10/A-516.3.
LOCKERS.2.
LOCKER BENCH.1.
TOILET ACCESSORIES
WASTE RECEPTACLE.WR
TOILET TISSUE DISPENSER.TTD
FOLD-UP SHOWER SEAT.SHS
SOAP DISH (SHOWER).SD2
SOAP DISPENSER.SD1
CURTAIN.
SHOWER CURTAIN ROD WITH SHOWER SCR / SC
SEAT COVER DISPENSER.SCD
ROBE HOOK.RH
PAPER TOWEL DISPENSER.PTD
MIRROR, 34"x20".MIR2
MIRROR, 24"x36".MIR1
SHOWER GRAB BAR, CORNER TYPE.GB2
INDICATED.
STRAIGHT GRAB BAR, SIZE AS GB1
MEN'S
RESTROOM
MEN'S
SHOWERS
MEN'S
LOCKERS
A-517
MIR2 MIR2
SD1
SCD
GB1
TYP
RH
SCR / SC
SD2
GB2
MIR1
WR
SD1
MIR2
MIR2
SHS
GB1
TTD
SCD
GB1
SHS
RH
4'-0"
2'-0"5'-0"
/2
/2
/2
HAND
SIM OPP
3'-0"3'-0"3'-0"5'-0"
WATER
HEATER
ROOM
SD1
8 8
RHRHRH
GB2
SD2 SD2 SD2
SD2
2'-0"
TTD
SCD
8 8 8
SC
SCR /
SD2
SC
SCR /
SD2
SC
SCR /
SD2
RHRHRH
SD1
MIR2 MIR2
PTD
6 6
TTD
GB1
SCD
TTD
SCD
TTD
TTD
SCD
WR
PTD
WR
WR
A-516
4" MIN
M
IN
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669816_A-406.dwg
TOILET ACCESSORY LEGEND
1. NOTE: INSTALLATION OF ACCESSIBLE TOILET AND BATH ACCESSORIES AND OTHER FIXTURES
AND ITEMS SHALL MEET THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA)
EXTERIOR - 8.5 LB SLIDING OR FOLDING - 5 LB INTERIOR HINGED - 5 LB4. DOOR OPENING FORCE:
FOLLOWING STRUCTURAL STRENGTHS:
2. GRAB BARS AND SHOWER SEATS ARE TO BE CONSTRUCTED AND INSTALLED TO MEET THE
3. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
OF 250 LB SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN FASTENER AND SUPPORTING STRUCTURE.
TENSILE FORCE INDUCED BY DIRECT TENSION FORCE OF 250 LB. PLUS MAXIMUM MOMENT FROM THE APPLICATION
THAN ALLOWABLE LATERAL LOAD OF FASTENER OR SUPPORT STRUCTURE.
SHEAR FORCE INDUCED ON FASTENER OR MOUNTING DEVICE FROM APPLICATION OF 250 LB. FORCE SHALL BE LESS
250 LB. SHEAR STRESS
250 LB. BENDING MOMENT
MIR-2 = HANDICAPPED MIRROR
M&BH = MOP AND BROOM HOLDER (24")
(STANDARD DETAIL)
DRB = DRESSING ROOM BENCH
WR = WASTE RECEPTACLE
TTD = TOILET TISSUE DISPENSER
SHS = FOLD -UP SHOWER SEAT
PTD-2 = PAPER TOWEL DISPENSER
SD-2 = SOAP DISH (SHOWER)
SD-1 = SOAP DISPENSER
AND WHEN APPLICABLE. MODEL INFORMATION.
AND BATH ACCESSORIES FOR SELECTED
1. SEE SPECIFICATION SECTION 10 28 00 TOILET
LOCKER SPECIFICATION.
2. SEE SPECIFICATION SECTION 10 51 00 FOR
WITH SHOWER CURTAIN
SCR WITH SC = SHOWER CURTAIN ROD
RH = ROBE HOOK
DISPENSER AND RECEPTACLE
PTD-1 = RECESSED PAPER TOWEL
MIR = MIRROR 24 X 36
GB-3 = STRAIGHT GRAB BAR SIZE AS INDICATED
GB-2 = SHOWER GRAB BAR
GB-1 = GRAB BAR, CORNER TYPE
ALARM OR
LIGHT SWITCH,
THERMOSTAT
S P
O U
T H
E
IG
H T
M
IN
M A
X
6" MAX 8" MIN
DF
M
IN
17" - 18"
DRINKING FOUNTAIN
BE 48" LONG
BENCH TO
24"
BENCH
C L E
A R
SCR
SC
WR
SD
FOLD TYPE SEAT
ADA COMPLIANT
MIR
6" MAX
VANITY
TOP OF LAV OR
M A
X
M A
X
8" MIN
M
IN
M A
X
17" STET. LAV. DEPTH
M
IN
PIPES
EXPOSED
INSULATE 4
M A
XFULL
DEPTH
1 1/2"
SEAT (SHS)
SHOWER
FULL
DEPTH
AREA
CONTROL
1'-6"
SD-2
CONTROL
HEAD
SHOWER RH
N O
N A
C C
E S
S
IB
L E
A C
C E
S S
IB
L E
N O
N A
C C
E S
S
IB
L E
PTD-2
A C
C E
S S
IB
L E
N O
N A
C C
E S
S
IB
L E
PAPER TOWEL DISPENSER/
WASTE RECEPTACLE
PTD-1
SIDE BACK SIDE SOAP DISPENSER
A C
C E
S S
IB
E
O N
M A
X
THAN 44" A.F.F.
NO MORE
CONTROL
FLUSH14" MIN.
ON WIDE SIDE
FLUSH LEVER
M A
X
36"
M
IN
18"
MAX
M A
X
TTD
WC
12"
4'-6" MIN
SIDE
ON WIDE
44" A.F.F.
EXCEED
NOT TO
CONTROL
FLUSH
17"-19"2
M
IN
39" - 41"
7" - 9"3
M
IN
M A
X
11"
SINK
FRONT OF
MAX FROM
24" MIN
SLOT
DISPENSING 1 1/2"
48"
4" MAX
18"
M
IN
M A
X
36" MAX
M A
X
W A
L L H
U N
G
F L
O O
R M
O U
N T
E D
60"
18"
MAX
5' RADIUS
18"
MIN30"
GB-2
URINAL
ANSI A.117
GB-3 18"
GB-3 42"
GB-3 36"
PARTITIONS
DISPENSERSSHOWER STALLLAVATORIES AND MIRRORS
URINALS WATER CLOSETS ACCESSIBLE WATER CLOSET
SHOWER STALLALARMSDRINKING FOUNTAINS
ACCESSIBLE MOUNTING HEIGHTS GENERAL NOTES MEN'S AND WOMEN'S RESTROOMS
SPECIFICTION SECTION 10 14 00.
REQUIRED FOR TOILET ROOMS, SEE
FOR INFORMATION ABOUT ADA SIGN
NOTE:
File details come from the government source that posted it. Updated .