W912QR24R0011_Plans-0003.pdf

PDF 3 MB Posted Apr 15, 2024

Attached to: Army Reserve Center in Asheville, NC Design Bid Build
Solicitation number: W912QR24R0011
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Apr 15, 2024

This document appears to be a solicitation for the construction of an Army Reserve Center and associated facilities in Asheville, North Carolina. The solicitation is being issued by the U.S. Army Corps of Engineers, Louisville District, and has a contract number of W912QR24R0011.

The project includes the construction of a 31,637 SF Army Reserve Center, a 9,781 SF Vehicle Maintenance Shop, and a 1,500 SF Unheated Storage Building, as well as supporting site improvements such as utilities, paving, and landscaping. The contract will be Firm-Fixed-Price with an estimated duration of 720 calendar days. The North American Industry Classification System (NAICS) code is 236220 - Commercial and Institutional Building Construction. This is a full and open (unrestricted) procurement, and the selection process will use a best value trade-off source selection methodology. Proposals must include information on the Prime Contractor's past performance, management plan, and price/pro forma data. Offerors must be registered in the System for Award Management (SAM) and the Procurement Integrated Enterprise Environment (PIEE) solicitation module to submit proposals.

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Other files

File	Type	Posted
W912QR24R0011_Specs-0003.pdf	PDF	Apr 15, 2024
W912QR24R0011_Specs-0002.pdf	PDF	Mar 15, 2024
W912QR24R0011_Plans-0002.pdf	PDF	Mar 15, 2024
W912QR24R0011_Specs-0001.pdf	PDF	Mar 5, 2024
W912QR24R0011_Plans-0001.pdf	PDF	Mar 5, 2024
Site Visit Attendee List_ FEBRUARY 2024.pdf	PDF	Feb 20, 2024
W912QR24R0011_Plans_Vol2-0000.pdf	PDF	Feb 7, 2024
W912QR24R0011_Plans_Vol3-0000.pdf	PDF	Feb 7, 2024
W912QR24R0011_Specs_Vol3-0000.pdf	PDF	Feb 7, 2024
JA_JohnsonControls-FullySigned_Redacted.pdf	PDF	Feb 7, 2024
W912QR24R0011_Specs_Vol2-0000.pdf	PDF	Feb 7, 2024
JA_DukeEnergy-FullySigned_Redacted.pdf	PDF	Feb 7, 2024
W912QR24R0011_Plans_Vol1-0000.pdf	PDF	Feb 7, 2024
JA_DominionEnergy-FullySigned_Redacted.pdf	PDF	Feb 7, 2024
W912QR24R0011_Plans_Vol4-0000.pdf	PDF	Feb 7, 2024
W912QR24R0011_Specs_Vol1-0000.pdf	PDF	Feb 7, 2024

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of Engineers

US Army Corps

(FOR R/W, SEE NOTE #15)

CREST ROAD (SR 1803)

P E

D T V P P

P P

G U

P P

G P

G U

P P

G U

P P

G U

P P

ELEV.=2189.27'

E=986540.50

N=578245.91

#103 RB&C

ELEV.=2,173.31'

E=986530.04

N=577987.96

#100 RB&C SET

ELEV.=2151.87'

E=986489.32

N=579472.08

#150 RB&C SET

W M

VIC

W V

T P E

T V

P E

F O

T V

A M

F O

C T

M H

W V

DISK

R/W

DISK

R/W

295.16'S35°23'16"W77.31'

S36°18'13"W

COR

0- 2)

N06 °1 0'

N °2

O R

S °5

COR 100-5

1/2" IPF

(0.20' AG)

(B E

N T

F L U S

M N S

COR 100-5-1

RBS W/USACE ALUM CAP

O R

O T

A L

S °4

C O

(0 .7

A G

C O

COR 100-4-2

RBS W/USACE ALUM CAP

COR 100-4-1

RBS W/USACE ALUM CAP

O R

O T

A L

N °4

COR

0- 5)

3.7

(TOTAL)

N14 °35 '43

0.9

8.7

4.0

9' 6 .4

R B S

U S

L U

46.25'

S52°58'01"W

' MBL

M B

(F L U S

R B F

(TI

LIN

6.8

N14 °35 '19

COR 100-9

PIN: 9587690356

PLAT CAB A SLIDE 183A

DB 1157 PG 751

BOYD L. HYDER

N/F

PIN: 9587680446

DB 700 PG 854

JEFFREY C. JUSTUS

N/F

PIN: 9587684452

MB 2004 SLIDE 4865 (TRACT 1)

DB 1173 PG 1

WENDY HILL-RAMEY

BOBBY JOE RAMEY JR., AND WIFE

N/F

ELEV.=2158.69'

E=9866489

N=5793156

RR SPIKE 15" POPLAR

#33 TBM

ELEV.=2170.98'

E=986973.69

N=579228.19

#130 RB&C

ELEV.=2186.37'

E=9864334

N=5788834

RR SPIKE IN 25" OAK

#32 TBM

ELEV.=2175.29'

E=986311.49

N=578952.98

#112 RB&C

ELEV.=2205.78'

E=986856.70

N=578530.20

#147 RB&C

E L E

E .4

N .8

ELEV.=2183.53'

E=987359

N=578939

IN 18" POPLAR

RR SPIKE

#34 TBM

ARC LENGTH=217.51', R=2065.79'

217.41'

CH=S38°24'15"W

(F L U S

R B F

ELEV.=2198.33'

E=986613

N=578268

12" SWEET GUM

RR SPIKE IN

#31 TBM

R .7

A R C

N G

C H S °1 '3

1876.45', ARC LEN

GTH

157.98'

157.94'

S69°42'14"W

R=654.19', ARC LENGTH=163.56'

163.13'

CH=S60°07'46"W

R=671.75', ARC LENGTH=195.34'

194.65'

CH=S44°38'11"W

C O

N C

A D

C O

E .3

N .0

N A D

O R

A T E S

M N S

P O

C O

(L O

C A L

N T R

O L

S °0

S °2

N °2

E L E

E .0

N .1

B Y

N C

35' MBL

E L E

V .8

A V D

E .0

N .4

N A D

N G S

E N

ELEV.=2198.60'

E=987129.17

N=578249.21

#2 GPS

ELEV.=2184.89'

E=987346.05

N=578595.89

#139 RB&C SET

(LOCALIZED GROUND TO GRID)

COMBINED FACTOR=0.999773009

ELEV.=2188.63'

E=986820.600

N=578047.869

NAD 83/2011

NC GRID COORDINATES

#3 GPS SITE CONTROL

REBAR WITH JKA CAP

ELEV.=2197.37'

E=986611.78

N=578702.15

#111 RB&C

PROPERTY

SETB

ACK

S Y

P O

R P

KCABTES

REPORP

KCABTES YTREPORP

K C

A B

R E

P O

R P

K C

A B

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R P

K C

A B

R E

P O

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KCABTES YTREPORP

K C

A B

R E

P O

R P

E L

T F

COR 100-5-2

RBS W/USACE ALUM CAP

COR 100-5-3

RBS W/USACE ALUM CAP

COR 100-5-4

RBS W/USACE ALUM CAP

COR 100-5-5

RBS W/USACE ALUM CAP

C O

U S

C O

U S

COR 100-1-4

RBS W/USACE ALUM CAP

COR 100-1-3

RBS W/USACE ALUM CAP

COR 100-2-1

RBS W/USACE ALUM CAP

COR 100-10

COR 100-11

G A T E

S T E

T E

S C

H O

O L

U P

W A R

E L E

M E

N T A R

COR 100-4

(BESIDE STONE)

(0.20' AG)

(0 .3

A G

C O

(0.20' AG)

COR 100-3

3/4" IAF

COR 100-8

R B F

(F L U S

C O

(0.20' AG)

COR 100-2

3/4" IPF

COR 100-13

COR 100-

N °0

N °1

T R

A S

POST

R/W

N °1

N °3

ELEV.=2163.45'

E=986652.88

N=579511.01

#5 GPS

72" CHLK FENCE

(S R

LMET

ROAD

(FO

C R E S T

R O

(FOR R/W, SEE NOTE #15)

CREST ROAD (SR 1804)

(FOR R/W, SEE NOTE #15)

CREST ROAD (SR 1804)

C H

O O

P R

A D

C H

O O

P R

A D

C H

O O

P R

A D

(DOG PEN)

48" WIRE FENCE

PEN)

NCE

(DOG PEN)

48" WIRE FENCE

T H

COR 100-12

C O R

C P

CERTIFIED FINAL SUBMITTAL

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A S

H E

C S .d g n

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C A

T E

G O

R Y C

O D

D E

S C

L O

L E

K E

N T

U C

K Y

P P ro je c ts \0

A D

S h e e ts \0

C iv il \A

S H

C S .d g n

-F

E B -2

L O

L E D

T R

M A

R T

U T

H E

R K

G P

U S

A R

M Y R

E S

E R

V E C

E N

C A

-7

A S

H E

L E

N O

R T

H C

A R

O L

T R

G B

G V

M S U

N H

E A

T E

D S

T O

R A

G E

H E

N S

L E

D E

N E

D B

O C

T O

B E

R E

T E

N T

RAMP

TANK

FF EL 2196.00

AREA

MKT

50' ATFP SETBACK

P O

V P

A R

POV PARKING

WASH RACK

' A

T F P S

E T

B A

C K

VMS

OPTION

VMS TWO BAY

FF EL 2191.25

' S

E C

U R

Y C

L E

A R Z

O N

10' SECURITY CLEAR ZONE

' S

E C

U R

Y C

L E

A R Z

O N

B C

C C

BBBB

BB B B B

B B

BBBBBBBB

B B B B B B B

B B B B B B

BBBBBB

D D

D D D D D D D D D D D D D D D D D D DD

D D D D

A A

ARMY RESERVE CENTER

CANOPY

SATS

BIORETENTION #3

B L

D G

S T

O R

A G

F F E

10' SECURITY CLEAR ZONE

BIORETENTION #1

(COMMON OPEN SPACE)

FLAT AREA

GRADED

R -1

CB-3

CB-4 CB-5

CB-6

CI-1

CI-2

HW-3

HW-1

HW-2

HW-5

GI-1 RS-1

GI-3

GI-4

RS-2

CB-10

CB-11

CB-12

SDMH-1

SSMH-3

SSMH-2

SSMH-9

OW-1

S S

M H -4

SSMH-15

SSMH-14

SDMH-3

CB-13CB-9 CB-14

SDMH-2

SDMH-4

CB-15

DS DS DS DS

DS DS DS DS DS

DS DS DS DS DS DS DS

GI-6

GI-7

RS-3

DS DS DS

DS DS

SDMH-5

HW-6

HW-7

SDMH-6

SDMH-7

SDMH-8

SDMH-9

COCO

CO CO

DS DS

CB-2

DS DS

CB-16

SSMH-13

SSMH-12

SSMH-1

S S

M H -6

S S

M H -5

SSMH-8

SSMH-10

SSMH-11

SSMH-7

15+00

16+0017+0018+0019+0020+00

21+

25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+7731+77

PC 13+26.81

P T

P C

PT 22+30.99

PC 23+73.01

P T

P I 21+

70.48

P I 2

4+ .0

P I 1

4+ .8

P I 21+

70.48

P I 2

4+ .0

E= 62.13'

R= 150.00'

L= 235.62'

T= 150.00'

E= 987086.47

N= 579034.84

Sta= 14+76.81

CURVE # 1

E= 43.91'

R= 106.00'

L= 166.50'

T= 106.00'

E= 986632.67

N= 578427.61

Sta= 21+70.48

CURVE # 2

E= 33.14'

R= 80.00'

L= 125.66'

T= 80.00'

E= 986895.42

N= 578231.25

Sta= 24+53.01

CURVE # 3

LEGEND

MEDIUM DUTY BITUMINOUS SURFACE

HEAVY DUTY BITUMINOUS SURFACE

CONCRETE SURFACE

AGGREGATE SURFACE

CONSTRUCTION LIMITS

GRAPHIC SCALE: 1"=80'-0"

240'160'80'040'80'

GENERAL NOTES

CS101

O V

E R

A L L L

A Y

O U

T P

L A

S .H

A G

G A

R D

GEOGRAPHIC COORDINATE DATA

HORIZONTAL DATUM:

NORTH CAROLINA STATE PLANE, NAD83.

VERTICAL DATUM: NAVD88.

UNITS OF MEASURE: U.S. SURVEY FEET.

COORDINATES SHOWN IN FORMAT OF

EASTING, NORTHING AND ELEVATION.

S .C

U R

R Y

M .M

A Y

E R

BID OPTIONS

OF BOLLARDS AT DOORS AND BUILDING CORNERS.

REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION 2.

REFER TO V SERIES DRAWINGS FOR SITE SURVEY.1.

CS112CS111

CS110

REFER TO BID SCHEDULE

PAVEMENT OPTION

MEP CONCRETE

LOADING RAMP OPTION

BUILDING OPTION

UNHEATED STORAGE

VMS TWO BAY OPTION

WASHRACK OPTION

GOVERNMENT

U.S.

AREA

RESTRICTED

PROPERTY

PER DETAIL 2, SHEET CS521

STANDARD METAL SIGN POST AS

12”SQUARE MOUNTED TO A

SHALL BE 0.040” THICK ALUMINUM

PROPERTY BOUNDARY SIGN

CORNER AND EVERY 300' ALONG

AREA SIGN AT EACH PROPERTY

PROVIDE RESTRICTED

VMS OPTION

- PROVIDE AGGREGATE PAVEMENT. BASE BID

BID SCHEDULE,

CAPPED 5' FROM THE BUILDING FOOT PRINT. REFER TO

OPTION. UTILITIES TO THE VMS TO BE BASE BID AND

INDICATED ON THE DRAWINGS SHALL BE BID AS AN

- ALL WORK ASSOCIATED WITH THE VMS AS VMS OPTION 6.

PADS AS INDICATED.

CONCRETE DOOR STOOPS, AND CONCRETE EQUIPMENT

- PROVIDE AGGREGATE PAVEMENT, BASE BID

OPTION. REFER TO BID SCHEDULE.

INDICATED ON THE DRAWINGS SHALL BE BID AS AN

ASSOCIATED WITH THE CONCRETE PAVEMENT AS

- ALL WORK MEP CONCRETE PAVEMENT OPTION 5.

- PROVIDE CONCRETE PAVEMENT.BASE BID

SHALL BE BID AS AN OPTION. REFER TO BID SCHEDULE.

THE LOADING RAMP AS INDICATED ON THE DRAWINGS

- ALL WORK ASSOCIATED WITH LOADING RAMP OPTION 4.

- PROVIDE CONCRETE PAVEMENT.BASE BID

TWO BAY OPTION. REFER TO BID SCHEDULE.

ADJACENT TO THE VMS IN THE VMS BASE BID AND VMS

BID AS AN OPTION. THE WASHRACK SHALL REMAIN

WASHRACK AS INDICATED ON THE DRAWINGS SHALL BE

- ALL WORK ASSOCIATED WITH THE WASHRACK OPTION 3.

- PROVIDE AGGREGATE PAVEMENT.BASE BID

OPTION. REFER TO BID SCHEDULE,

AS INDICATED ON THE DRAWINGS SHALL BE BID AS AN

ASSOCIATED WITH THE UNHEATED STORAGE BUILDING

- ALL WORK UNHEATED STORAGE BUILDING OPTION 2.

- PROVIDE CONCRETE PAVEMENT.BASE BID

BID SCHEDULE,

THE DRAWINGS SHALL BE BID AS AN OPTION. REFER TO

THE ADDITION OF A SECOND WORKBAY AS INDICATED ON

- ALL WORK ASSOCIATED WITH VMS TWO BAY OPTION 1.

FULL SIZE 34"x22"

OF PROJECT SITE)

- EXISTING VEGETATION TO REMAIN: 4.0 ACRES (20%

- ADJACENT TO ARC: 1.38 ACRES (7% OF PROJECT SITE)

- GRADED FLAT AREA: 0.40 ACRES (2% OF PROJECT SITE)

FOR COMMON OPEN SPACE.

OF PROJECT SITE. EXCEEDS 10% ZONING REQUIREMENT

V. SITE COVERAGE - TOTAL COMMON OPEN SPACE: 29%

CONCRETE: 74,343 sf

ASPHALT: 86,680 sf

IV. SITE COVERAGE - TOTAL STREETS & PARKING: 161,023 sf

III. SITE COVERAGE - OPEN SPACE: 651,108 SF (14.95 Ac)

WASH RACK: 800 sf

STORAGE BUILDING: 1,520 sf

VMS: 12,416 sf

ARMY RESERVE CENTER: 31,386 sf

II. TOTAL BUILDING SITE COVERAGE: 46,122 sf

I. TOTAL PROJECT AREA: 897,336 SF (20.60 Ac)

(COMMON OPEN SPACE)

SPACE)

OPEN

(COMMON

E V

E D I

N A

C C

O R

D A

N C

E W

H A

M E

N D

M E

N T

2/29/2024

NOTE REGARDING WORK ON CREST ROAD DURING SCHOOL HOURS

ROAD CLOSURES AND THE QUEUING OF CONSTRUCTION RELATED VEHICLES ON PUBLIC ROADS ARE TO BE AVOIDED DURING 7:00 AM - 8:00 AM AND 2:00 PM - 3:30 PM ON DAYS WHEN HENDERSON COUNTY PUBLIC SCHOOLS ARE IN SESSION. SHOULD CONSTRUCTION ACTIVITIES NECESSITATE THE NEED FOR SUCH ACTIVITIES AT SUCH TIMES, THE CONTRACTOR SHALL COORDINATE REVISIONS TO THE TRAFFIC CONTROL PLAN WITH THE US ARMY CORPS OF ENGINEERS FOR APPROVAL AT LEAST 5

DAYS PRIOR TO THE ACTIVITY.

C C

O R

C E

H A

D M

4/9/2024 W

2Q R

_P la ns -0

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

NOTES:

CABINET - ELEVATION

FIRE EXTINGUISHER

3'-0" A.F.F.

7'-0" A.F.F.

GLASS

" GYPSUM BOARD, PAINTED8

FINISHED WALL

(TYPICAL)

BY MANUFACTURER

RECOMMENDED

ANCHOR AS

MARKER BOARD

" LIQUID4

MARKER TRAY

CORK INSERT

EXTRUSION

ALUMINUM

WALL

FINISHED

SCALE:

CORNER GUARD DETAIL

NOT TO SCALE

SCALE:

FIRE EXTINGUISHER CABINET DETAILS

NOT TO SCALE

TO FLOOR PLANS

VARY, REFER

WALL TYPES

SCALE:

TACKBOARD DETAIL

NOT TO SCALE

" NATURAL CORK8

FINISHED WALL

FIBER BOARD

" INSULATION OR 8

FRAME

" ALUMINUM 4

FRAME

" ALUMINUM 4

SCALE:NOT TO SCALE

MAP RAIL DETAIL

TRIM, (TYPICAL)

" RETURN 2

HANDLE AT 42" A.F.F.

TRIM, MOUNT CENTERLINE OF CABINET

" ROLLED EDGE RETURN 2

1WITH 2

ABA COMPLIANT CABINET ASSEMBLY

M A

NOTES:

PROVIDE WOOD BLOCKING FOR ATTACHMENT.

NOTES:

MAP RAIL

FIRE EXTINGUISHER AND BE NON-LOCKING. COORDINATE OPENING SIZE REQUIRED WITH CABINET. PROVIDE GLASS AND SIGNAGE.

" GYPSUM BOARD EACH SIDE AND ACCOMODATE 10lb. 8

5" METAL STUD WALL WITH 8

5CABINET SHALL BE SIZED TO FIT IN 3

"W CABINET AND HANDLE SHALL COMPLY WITH ABA REQUIREMENTS.4

3"H x 114

3CABINET SIZE TO BE APPROXIMATELY 26

SEMI-RECESSED FIRE EXTINGUISHER CABINET (TO BE ONE HOUR RATED WHEN INSTALLED IN RATED WALLS).

ADMIN REFER TO FINISH PLANS FOR SPECIFIC LOCATIONS

WALL TYPES VARY, REFER TO FLOOR PLANS

FIRE EXTINGUISHER CABINET

SEMI-RECESSED

DRY ERASE BOARD DETAIL

42" A.F.F.

AT CORNER OF BUILDING

AT OVERHEAD DOOR

BUILDING

CORNER OF

12"

FOR SIZE AND LOCATION

STRUCTURAL DRAWINGS

FOOTINGS , REFER TO

DRAWINGS FOR DETAILS

REFER TO CIVIL

FILL WITH CONCRETE.

8" STEEL BOLLARDS

DRAWINGS FOR DETAILS

REFER TO CIVIL

FILL WITH CONCRETE.

8" STEEL BOLLARDS

DRAWINGS FOR DETAILS

REFER TO CIVIL

FILL WITH CONCRETE.

8" STEEL BOLLARDS

DRAWINGS FOR DETAILS

REFER TO CIVIL

FILL WITH CONCRETE.

8" STEEL BOLLARDS

FOR SIZE AND LOCATION

STRUCTURAL DRAWINGS

FOOTINGS , REFER TO

EXTERIOR WALL

SCALE: NOT TO SCALE

BOLLARD DETAILS

1A-580 1A-580

1A-5801A-580 1A-580

1A-580

SCALE:NOT TO SCALE

BOTTLE FILLING STATION DETAIL

COMBINATION WATER FOUNTAIN /

3'-2"

A B

A R

E Q

E D

SCALE:

MARKING AND IDENTIFICATION DETAIL

NOT TO SCALE

PROTECT ALL OPENINGS

30'-0"

(MAX.)

30'-0"

(MAX.)

NOTES:

TAKE CARE WHEN APPLYING PAINT TO PREVENT OVER-SPRAY ONTO ADJACENT FINISHES.

METAL, PLASTIC OR PAPER DECAL SIGNS ARE NOT ACCEPTABLE.

JUSTIFIED, TYPICAL STENCIL FONTAND RED IN COLOR. REFER TO DETAIL ABOVE.

THE LETTERING SHALL BE 3" TALL IN HEIGHT, WITH MIN. 3/8" STROKE IN CONTRASTING COLOR AND CENTER

WITH NO CEILING.

STENCILING SHALL BE PLACED 1'-0" ABOVE FINISHED CEILING OR 12'-0" ABOVE FINISHED FLOOR IN AREAS

30' MEASURED HORIZONTALLY ALONG WALL OR PARTITION.

STENCILING SHALL BE PLACED WITHIN 15' AT THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING

EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH STENCILING.

FIRE WALLS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE

KITCHEN

" GYPSUM BOARD8

3 5/8" METAL STUDS

CORNER GUARD

STAINLESS STEEL

" X 72" 2 1" X 3 2

9" O.C.

SCREW STAGGERED

BUGLE HEAD DRYWALL

ALUMINUM RETAINER

CONTINUOUS EXTRUDED

OR PAINT

VINYL WALL COVERING

CONTOURED FOR

JOINT CEMENT

FEATHERED

5/8" GYPSUM BOARD

STUDS

3-5/8" METAL

1/4" RADIUS

FIRE BARRIER/smoke PARTITION

(10 lb.)

EXTINGUISHER

ABC FIRE

INSULATION.

METAL STUDS AT 16" O.C. WITH

CERTIFIED FINAL SUBMITTAL

U .S

A R

M Y C

O R

P S O

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E E

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S U

B M

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D B

D A

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C T N

C A

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G O

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1A-580

GRAPHIC SCALE: 1"=1'-0"

3'2'1'06"1'

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CABINET - ELEVATION

FIRE EXTINGUISHER

3'-0" A.F.F.

7'-0" A.F.F.

GLASS

" GYPSUM BOARD, PAINTED8

FINISHED WALL

(TYPICAL)

BY MANUFACTURER

RECOMMENDED

ANCHOR AS

MARKER BOARD

" LIQUID4

MARKER TRAY

CORK INSERT

EXTRUSION

ALUMINUM

WALL

FINISHED

SCALE:

CORNER GUARD DETAIL

CMU

NOT TO SCALE

SCALE:

FIRE EXTINGUISHER CABINET DETAILS

NOT TO SCALE

TO FLOOR PLANS

VARY, REFER

WALL TYPES

SCALE:

TACKBOARD DETAIL

NOT TO SCALE

" NATURAL CORK8

FINISHED WALL

FIBER BOARD

" INSULATION OR 8

FRAME

" ALUMINUM 4

FRAME

" ALUMINUM 4

SCALE:NOT TO SCALE

MAP RAIL DETAIL

TRIM, (TYPICAL)

" RETURN 2

HANDLE AT 42" A.F.F.

TRIM, MOUNT CENTERLINE OF CABINET

" ROLLED EDGE RETURN 2

1WITH 2

ABA COMPLIANT CABINET ASSEMBLY

M A

NOTES:

MAP RAIL

FIRE EXTINGUISHER AND BE NON-LOCKING. COORDINATE OPENING SIZE REQUIRED WITH CABINET. PROVIDE GLASS AND SIGNAGE.

" GYPSUM BOARD EACH SIDE AND ACCOMODATE 10lb. 8

5" METAL STUD WALL WITH 8

5CABINET SHALL BE SIZED TO FIT IN 3

"W CABINET AND HANDLE SHALL COMPLY WITH ABA REQUIREMENTS.4

3"H x 114

3CABINET SIZE TO BE APPROXIMATELY 26

SEMI-RECESSED FIRE EXTINGUISHER CABINET (TO BE ONE HOUR RATED WHEN INSTALLED IN RATED WALLS).

CORNER GUARD

STAINLESS STEEL

" X 72" 2 1" X 3 2

" GYPSUM BOARD8

ADMIN

MOUNT ABOVE BASE

RESILIENT CORNER GUARD.

1 1/2" x 1 1/2" x 72" FLEXIBLE

CORNER GUARD OR

3" x 3" x 72" RESILIENT

WAREHOUSE

3 5/8" METAL STUDS

" GYPSUM BOARD8

SELF-TAPPING SCREWS

ABOVE BASE.

CORNER GUARD. MOUNT

3" x 3" x 72" RESILIENT

CONTINUOUS RETAINER

SELF-TAPPING SCREWS

SHEET MATERIAL

REFER TO FINISH PLANS FOR SPECIFIC LOCATIONS

WALL TYPES VARY, REFER TO FLOOR PLANS

FIRE EXTINGUISHER CABINET

SEMI-RECESSED

DRY ERASE BOARD DETAIL

42" A.F.F.

AT CORNER OF BUILDING

AT OVERHEAD DOOR

BUILDING

CORNER OF

12"

FOR SIZE AND LOCATION

STRUCTURAL DRAWINGS

FOOTINGS , REFER TO

DRAWINGS FOR DETAILS

REFER TO CIVIL

FILL WITH CONCRETE.

8" STEEL BOLLARDS

DRAWINGS FOR DETAILS

REFER TO CIVIL

FILL WITH CONCRETE.

8" STEEL BOLLARDS

DRAWINGS FOR DETAILS

REFER TO CIVIL

FILL WITH CONCRETE.

8" STEEL BOLLARDS

DRAWINGS FOR DETAILS

REFER TO CIVIL

FILL WITH CONCRETE.

8" STEEL BOLLARDS

FOR SIZE AND LOCATION

STRUCTURAL DRAWINGS

FOOTINGS , REFER TO

EXTERIOR WALL

BOLLARD DETAILS

2A-580 2A-580

2A-5802A-580 2A-580

2A-580

BOTTLE FILLING STATION DETAIL

COMBINATION WATER FOUNTAIN /

3'-2"

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MARKING AND IDENTIFICATION DETAIL

NOT TO SCALE

PROTECT ALL OPENINGS

2A-580

30'-0"

(MAX.)

30'-0"

(MAX.)

NOTES:

TAKE CARE WHEN APPLYING PAINT TO PREVENT OVER-SPRAY ONTO ADJACENT FINISHES.

METAL, PLASTIC OR PAPER DECAL SIGNS ARE NOT ACCEPTABLE.

JUSTIFIED, TYPICAL STENCIL FONTAND RED IN COLOR. REFER TO DETAIL ABOVE.

THE LETTERING SHALL BE 3" TALL IN HEIGHT, WITH MIN. 3/8" STROKE IN CONTRASTING COLOR AND CENTER

WITH NO CEILING.

STENCILING SHALL BE PLACED 1'-0" ABOVE FINISHED CEILING OR 12'-0" ABOVE FINISHED FLOOR IN AREAS

30' MEASURED HORIZONTALLY ALONG WALL OR PARTITION.

STENCILING SHALL BE PLACED WITHIN 15' AT THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING

EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH STENCILING.

FIRE WALLS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE

FIRE barrier/smoke partition

(10 lb.)

EXTINGUISHER

ABC FIRE

INSULATION.

METAL STUDS AT 16" O.C. WITH

CERTIFIED FINAL SUBMITTAL

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2A-580

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REFER TO BID SCHEDULE

SHALL BE BID AS AN OPTION.

ON THE DRAWINGS

VEHICLE MAINTENANCE SHOP AS INDICATED

ALL WORK ASSOCIATED WITH THE

VEHICLE MAINTENANCE SHOP OPTION-

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CS101

1A-580

2A-580

File details come from the government source that posted it. Updated Apr 15, 2024.