Attachment 10 877_MARSOC_Amendment 001_DWGS_APRIL2021.pdf

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BUILDING #1530

BLDG #1529

BLDG #1528

BUILDING #1532

WATER TOWER

BASKETBALL COURT

Blue Concrete Filled Steel Pipes Sticking out of the ground

Generator & Antenna

6" PVC Pipe

6" PVC Pipe

8" Concrete Pipe

6" P VC Pipe Alignment

8" Concrete Pipe Alignment

8" Concrete Pipe Alignment

8" Concrete Pipe Alignment

8" PVC Pipe Alignment

Utilities

Underground Utilities

Underground Utilities

Underground Utilities

S

POW

ER LINES

POW

ER LINES

POW

ER LINES

POW

ER LINES

POW

ER LINES

POW

ER LINES

POWER LINES

POWER LINES

POW

ER LINES

POW

ER LINES

RANCE

23' CLEARANCE

14' CLEARANCE

13' CLEARANCE

17' CLEARANCE

19' CLEARANCE

16' CLEARANCE

Purpose Unknown Purpose Unknown

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

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Alignm ent

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ALKW

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6" FIRE PROTECTION

LINE STUBOUT

"CONNECTION

BY OTHERS"

INV. 219.73

GUY ANCHOR

33'

65'

41'

30'

18'10"

8' 10"

SANITARY SEWER

STUBOUT

"CONNECTION BY

OTHERS"

INV. 221.33

STORMWATER BMP A

TRATION BASIN (LEVEL 2)

SURFACE AREA = 525 SF

BOTTOM ELEV. = 219.0

WATER STUBOUT

"CONNECTION BY OTHERS"

INV. 221.92

SANITARY

SEWER

STUBOUT

"CONNECTION

BY OTHERS"

INV. 219.23

11' 6"

ASSESSMENT & SELECTION

TRAINING FACILITY

(61' 4" x 126' 6")

[FFE = 223.9]

G 33'

2" POTABLE WATER LINE

STUBOUT "CONNECTION

BY OTHERS"

INV. 219.73

24'

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US Army Corps of Engineers ®

SHEET ID

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1. WATER AND SANITARY SEWER SERVICES TO BUILDING STUB OUTS TO BE

PROVIDED BY AMERICAN WATER. POC IS LOUIS BROOKS - 804-663-8234(P).

2. THE CONTRACTOR SHALL REQUEST AND SCHEDULE THE INSTALLATION OF

THE WATER SERVICE LINES AND SANITARY SEWER LINES TO THE NEW

BUILDINGS. THE GOVERNMENT WILL BEAR THE COSTS FOR PROVIDING

WATER AND SANITARY SEWER SERVICES TO THE NEW BUILDINGS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE HOOKUP OF THE STUB OUTS

TO THE SERVICE LINES. ALL ASSOCIATED FEES FOR SERVICES (METER

INSTALLATION) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. PROTECT WATER AND SANITARY SEWER INFRASTRUCTURE DURING

CONSTRUCTION.

4. WHEN PROPOSING TO DIG, CONTRACTOR SHALL SUBMIT A DIG PERMIT

MINIMUM 15 BUSINESS DAYS OUT TO ENSURE THAT ALL APPLICABLE OFFICES

HAVE TIME TO REVIEW AND MARK THE SITE AS NECESSARY. USE FORM

FM20/A REVISED SEPTEMBER 2019. CONTACT WORK ORDER DESK AT

804-633-8286 FOR SUBMITTAL.

5. CONTRACTOR SHALL COORDINATE WITH THE COR FOR THE PROPOSED

LOCATION OF THE LP TANK PRIOR TO INSTALLATION. LP TANK CONCRETE

SLAB LOCATION WAS APPROXIMATED DURING DESIGN AND WILL REQUIRE

FIELD VERIFICATION. CONTRACTOR TO PROVIDE FULL TANK (1,000 GAL) OF

PROPANE AT PROJECT TURNOVER.

Regarding the 1,000gal underground LP Tank:

a. The tank should meet all applicable requirements of NFPA 58 as well as standards, codes, and regulations for underground use and it's intended use.

b. The tank depth should meet all applicable standards, codes, and regulations as required to accommodate vehicle traffic over the tank location.

c. Fort A.P. Hill competitively contracts the supply & delivery of propane on an annual basis.

The current supplier is Quarles, 1701 Fall Hill Avenue, Fredericksburg, VA 22401.

1 AMENDMENT 001 13 APRIL 2021

BRICK WALL TIE

TRANSITION MEMBRANE

BRICK VENEER

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

PREFINISHED

METAL SILL

FLASHING

STRAP ANCHOR

METAL LOUVER - COORDINATE

WITH MECHANICAL DRAWINGS

CONTINUOUS SEALANT AND

BACKER ROD, BOTH SIDES

STEEL ANGLE - SEE

STRUCTURAL

DRAWINGS

5/8" GLASS

MAT

SHEATHING

5/8" GWB

AIR BARRIER MEMBRANE

BRICK

VENEER

TRANSITION MEMBRANE

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

STRAP ANCHOR

METAL LOUVER - COORDINATE

WITH MECHANICAL DRAWINGS

CONTINUOUS SEALANT AND

BACKER ROD, BOTH SIDES

DOUBLE STUD AT JAMB

METAL

FLASHING

SILL PAN

5/8" GWB

5/8" GLASS

MAT SHEATHING

AIR BARRIER

MEMBRANE

BRICK VENEER

TRANSITION MEMBRANE

PREFINISHED METAL

SILL FLASHING WITH

HEMMED EDGE, BACK &

END DAMS

METAL LOUVER - COORDINATE

WITH MECHANICAL DRAWINGS

CONTINUOUS SEALANT

AND BACKER ROD,

AIR BARRIER MEMBRANE

CORNER MOULDING

5/8 GWB

5/8 GLASS MAT

SHEATHING

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

ANGLE STEEL ANCHORED TO CFMS

ALUMINUM STOREFRONT

CONTINUOUS SEALANT

TRANSITION MEMBRANE

DOUBLE STUD AT JAMB

CONTINUOUS

SEALANT

AND BACKER ROD

5/8" GWB

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

1/

2"

4" 5"

5/8" GLASS MAT

SHEATHING

BRICK

VENEER

AIR BARRIER

MEMBRANE

ALUMINUM STOREFRONT

METAL SILL

FLASHING

WITH BACK & END

DAMS SET IN CONT

BED OF SEALANT

CONTINUOUS SEALANT

SOLID SURFACE SILL -

SET

IN BED OF ADHESIVE

TRANSITION MEMBRANE

SPLIT FACE CMU

J-TRIM

STEEL ANGLE - SEE

STRUCTURAL

DRAWINGS

CONTINUOUS SEALANT

AND BACKER ROD

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

4" 5"

1/

2"

1/2"

5/8" GLASS MAT

SHEATHING

5/8" GWB

AIR BARRIER

MEMBRANE

FIRST FLOOR EL.

0' - 0"

3' - 0"

4'

0" 3'

0"

A

A-612

A-612

A-612

ALUMINUM STOREFRONT

STEEL ANGLE - SEE

STRUCTURAL

DRAWINGS

TRANSITION MEMBRANE

METAL STUD HEADER

CONTINUOUS BACKER

ROD AND SEALANT,

BOTH SIDES

PREFINISHED SILL

FLASHING RETURN

TO

FACE WINDOW

FRAME

AND SEAL JOINT

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

CEILING

AS

SCHEDULED

BRICK VENEER

THROUGH WALL

FLASHING WITH DRIP

EDGE

PAINT ON EXPOSED

FACE OF STEEL CHANNEL

18 GA x 8" WIDE METAL PLATE

SECURED TO STUDS - PAINT

4" 5"

BRICK WALL TIE

5/8" GWB

5/8" GLASS MAT

SHEATHING

AIR BARRIER

MEMBRANE

L1 L2

1'

8"

1' - 8"

1'

2"

1' - 2"

A-612

A-612

A-612

A-612

A-612

A-612

LOUVER REMARKS

1. SHALL BE DESIGNED TO MEET MIAMI-DADE

STRUCTURAL TEST PROTOCOLS. PROVIDE THE

LEAST AMOUNT OF LOUVERS THAT WOULD FILL

THE OPENING SCHEDULED

2. LOUVER SHALL BE DESIGNED WITH DRAINABLE

HEAD AND BLADES

GENERAL NOTES

1. SEE EXTERIOR COLOR SCHEDULE ON EXTERIOR

ELEVATIONS, SHEET A-211 FOR COLORS

2. COORDINATE LOUVER INSTALLATION WITH

MECHANICAL WORK AND MASONRY COURSING

3. DO NOT ALLOW DISSIMILAR METALS TO TOUCH

4. ALL LOUVERS REQUIRE BIRD / INSECT SCREEN

US Army Corps of Engineers ®

SHEET ID

US

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A-612

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SCALE: 1 1/2" = 1'-0"4 LOUVER HEAD

A-612

SCALE: 1 1/2" = 1'-0"5 LOUVER JAMB

A-612

SCALE: 1 1/2" = 1'-0"6 LOUVER SILL

A-612

SCALE: 3" = 1'-0"2 WINDOW JAMB

A-612

SCALE: 3" = 1'-0"3 WINDOW SILL

A-612

WINDOW SCHEDULE

Count Mark

R.O. FRAME GLAZING DETAILS

Remarks (See Notes Below)Width Height Finish Material Type Thickness Head Jamb Window_Sill

7 W1 3' - 0" 4' - 0" AL IGU-1 1" 1/A-6121 2/A-612 3/A-612

SCALE: 3/8" = 1'-0"

WINDOW TYPES TYP.

SCALE: 3" = 1'-0"1 WINDOW HEAD

A-612

2' 4' 6' 8'

SCALE: 3/8" = 1' - 0"

0'

12" 24"

SCALE: 1 1/2" = 1' - 0"

0'

6" 12"

SCALE: 3" = 1' - 0"

0'

A-612_LOUVER SCHEDULE

WT

M.O. FRAME DETAILS

Remarks (See Notes Below)Width Height Finish Material Head Jamb Sill

L1 1' - 2" 1' - 2" AL 4/A-612 5/A-612 6/A-612

L2 1' - 8" 1' - 8" AL 4/A-612 5/A-612 6/A-612

SCALE: 1/2" = 1'-0"

LOUVER TYPES

M

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Windows are not required to be designed or constructed for blast resistance.

Glazing must meet the following requirements:

Provide no less than ¼" laminated glass. The 1/4 in.

(6 mm) laminated glass consists of two nominal 1/8 in.

(3 mm) glass panes bonded together with a minimum of a 0.030 in.

(0.75 mm) interlayer of a material \1\ that has typically been used in blast resistant window applications. For insulated glass units (IGU), use the polycarbonate or laminated glass for the innermost pane as a minimum. For laminated glass, the laminated pane shall be adhered to its supporting frame using structural silicone sealant or adhesive glazing tape. The structural silicone sealant bite shall be equal to the larger of 3/8-in. (10-mm) or the thickness of the laminated glass to which it adheres. The minimum thickness of the structural silicone bead shall be 3/16-in. (5-mm). The glazing tape bite shall be equal to two times the thickness of the laminated glass to which it adheres. The structural silicone bead or glazing tape shall be applied to both sides of single pane laminated glass but need only be applied to the inboard (protected) side of an IGU.

STEEL ANGLE - SEE

STRUCTURAL DRAWINGS

TRANSITION MEMBRANE

SILL FLASHING

SET IN BED OF

SEALANT

STEEL ANGLE

SUPPORT FOR BRICK.

PROVIDE STRUCTURAL

STEEL SUPPORT FOR

BRICK AND PANEL

TRANSLUCENT PANEL

METAL STUD HEADER

TRANSITION MEMBRANE

CONTINUOUS SEALANT

AND BACKER ROD

BOTH SIDES

PREFINISHED

METAL SILL

FLASHING

CONTINUOUS SEALANT

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

STEEL CHANNEL - SEE

STRUCTURAL DRAWINGS

18 GA x 8" WIDE METAL

PLATE SECURED TO STUDS

J-TRIM

5/8" GWB

MAX

1"

M

IN3"

AIR BARRIER MEMBRANE

5/8" GWB

BRICK

VENEER

5/8" GLASS MAT

SHEATHING

TRANSITION MEMBRANE

BRICK

VENEER

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

PREFINISHED

METAL SILL

FLASHING

STRAP ANCHOR

METAL LOUVER -

COORDINATE

WITH MECHANICAL

DRAWINGS

CONTINUOUS SEALANT AND

BACKER ROD, BOTH SIDES

AIR BARRIER

AIR BARRIER

MEMBRANE

5/8" GWB

5/8" GLASS MAT

SHEATHING

BRICK

VENEER

TRANSITION MEMBRANE

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

STRAP ANCHOR

METAL LOUVER - COORDINATE

WITH MECHANICAL DRAWINGS

CONTINUOUS SEALANT AND

BACKER ROD, BOTH SIDES

DOUBLE STUD AT JAMB

METAL

FLASHING

SILL PAN

5/8" GWB

AIR BARRIER

MEMBRANE

5/8" GLASS

MAT

SHEATHING

BRICK VENEER

TRANSITION MEMBRANE

PREFINISHED METAL

SILL FLASHING WITH

HEMMED EDGE, BACK &

END DAMS

METAL LOUVER - COORDINATE

WITH MECHANICAL DRAWINGS

CONTINUOUS SEALANT

AND BACKER ROD,

AIR BARRIER MEMBRANE

CORNER MOULDING

5/8 GWB

5/8 GLASS MATT

SHEATHING

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

ANGLE STEEL ANCHORED TO CFMS

2" 8" 2"

1' - 0"

L1

2" 8"

2"

1'

0"

L2

1' - 1"

2" 9" 2"

2" 9"

2"

3'

0"

3' - 0"

4'

0"

A

A-622

A-622

A-622

A-622

A-622

A-622

ALUMINUM WINDOW SYSTEM.

FASTEN ALUMINUM FRAME

AS REQUIRED. FOR ALL

FASTENERS PENETRATING

AIR AND WEATHER BARRIER,

SET IN SEALANT AND

BUTTON SEAL OVER HEAD,

TYP.

CONTINUOUS SEALANT

TRANSITION MEMBRANE

DOUBLE STUD AT JAMB

CONTINUOUS

SEALANT

AND BACKER ROD

5/8" GWB

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

1/

2"

4" 5"

8" 6"

DASHED LINE INDICATES

CONTINUOUS SELF-ADHERED

SHEET AIR BARRIER. OVERLAP

ONTO FLASHING, TYP.

SOLID SURFACE SILL AS

SELECTED, SEE INTERIOR

DRAWINGS - SET

IN BED OF ADHESIVE

ALUMINUM STOREFRONT

STEEL ANGLE - SEE

STRUCTURAL

DRAWINGS

TRANSITION MEMBRANE

METAL STUD HEADER

CONTINUOUS BACKER

ROD AND SEALANT,

BOTH SIDES

PREFINISHED SILL

FLASHING RETURN

TO

FACE WINDOW

FRAME

AND SEAL JOINT

SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

CEILING

AS SCHEDULED

BRICK VENEER

THROUGH WALL

FLASHING WITH DRIP

EDGE

PAINT ON EXPOSED

FACE OF STEEL CHANNEL

18 GA x 8" WIDE METAL PLATE

SECURED TO STUDS - PAINT

4" 5"

BRICK WALL TIE

5/8" GLASS MAT

SHEATHING

AIR BARRIER

MEMBRANE

5/8" GWB

ALUMINUM WINDOW SYSTEM.

FASTEN ALUMINUM FRAME AS

REQUIRED. FOR ALL FASTENERS

PENETRATING AIR AND WEATHER

BARRIER, SET IN SEALANT AND

BUTTON SEAL OVER HEAD, TYP.

METAL SILL FLASHING

WITH BACK & END DAMS

SET IN CONTINUOUS

BED OF SEALANT

CONTINUOUS SEALANT

SOLID SURFACE SILL AS

SELECTED, SEE INTERIOR

DRAWINGS - SET IN BED OF

ADHESIVE

TRANSITION MEMBRANE

BRICK VENEER, SEE

ELEVATIONS FOR

MORE INFORMATION

J-TRIM

STEEL ANGLE - SEE

STRUCTURAL DRAWINGS

CONTINUOUS SEALANT AND

BACKER ROD, TYP.SEE WALL SECTIONS FOR

TYPICAL EXTERIOR WALL

CONSTRUCTION NOTES

4" 5" 5"

1/2"

8" 6"

DASHED LINE INDICATES

CONTINUOUS SELF-ADHERED

SHEET AIR BARRIER.

OVERLAP ONTO FLASHING,

TYP.

CONTINUOUS THROUGH

WALL FLASHING WITH

WEEPS @ 24" O.C. AND

PREFORMED DRIP EDGE.

1"

BRICK ROWLOCK

SILL COURSE AS

SHOWN, SLOPE

TOWARDS

EXTERIOR, TYP.

SET IN GROUT.

2 1/2"

A-622

A-622

A-622

R.O.

20' - 0"

R .O

5'

0"

TW1

W/ PEB WALL PANEL JOINTS

COORDINATE PANEL WIDTH

A-622

GENERAL LOUVER NOTES

1. SEE EXTERIOR COLOR SCHEDULE ON EXTERIOR

ELEVATIONS, SHEET A-221 FOR COLORS

2. COORDINATE LOUVER INSTALATION WITH MECHANICAL

WORK AND MASONRY COURSING

3. DO NOT ALLOW DISSIMILAR METALS TO TOUCH

4. ALL LOUVERS REQUIRE BIRD / INSECT SCREENS

5. LOUVER SHALL BE DESIGNED TO MEET MIAMI-DADE

STRUCTURAL TEST PROTOCOLS. PROVIDE THE MINIMUM

LOUVER SIZE TO FILL THE REQUIRED SPACE PER

MECHANICAL DRAWINGS, TYP.

US Army Corps of Engineers ®

SHEET ID

US

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A-622

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SCALE: 3" = 1'-0"1 TRANSLUCENT PANEL HEAD/SILL

A-323

LOUVER SCHEDULE

MARK

M.O. FRAME DETAILS REMARKS

(SEE NOTES BELOW)WIDTH HEIGHT FINISH MATERIAL HEAD JAMB SILL

L1 1' - 0" 1' - 0" ANODIZED ALUMINUM 2/A-622 3/A-622 4/A-622

L2 1' - 1" 1' - 1" ANODIZED ALUMINUM 2/A-622 3/A-622 4/A-622

WINDOW SCHEDULE

MARK

R.O.

TYPE

FRAME GLAZING DETAILS REMARKS

(SEE NOTES BELOW)WIDTH HEIGHT FINISH MATERIAL TYPE THICKNESS HEAD JAMB SILL

W1 3' - 0" 4' - 0" AL IGU-1 1" 5/A-622 6/A-6225/A-622 7/A-622

SCALE: 1 1/2" = 1'-0"2 LOUVER HEAD

A-323

SCALE: 1 1/2" = 1'-0"3 LOUVER JAMB

A-622

SCALE: 1 1/2" = 1'-0"4 LOUVER SILL

A-323

SCALE: 1/2" = 1'-0"

LOUVER TYPES

SCALE: 3/8" = 1'-0"

WINDOW TYPESSCALE: 3" = 1'-0"6 WINDOW JAMB

A-622

SCALE: 3" = 1'-0"5 WINDOW HEAD

A-622

SCALE: 3" = 1'-0"7 WINDOW SILL

A-622

TRANSLUCENT WALL PANEL

MARK

R.O.

THICKNESS FINISH

FRAME

MATERIAL

DETAILS REMARKS

(SEE NOTES BELOW)WIDTH HEIGHT HEAD JAMB SILL

TW1 20' - 0" 5' - 0" 2 3/4" FLUOROPOLYMER ALUM. 1/A-622 1/A-622

SCALE: 1/4" = 1'-0"

TRANSLUCENT WALL PANEL TYPE

8' 16' 24'

SCALE: 1/8" = 1' - 0"

0'

NO SCALE

NORTH

KEY PLAN

EXISTING STORAGE BLDG

ASSESSMENT & SELECTION

TRAINING FACILITY

MARSOC OPS BLDG

M

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Windows are not required to be designed or constructed for blast resistance.

Glazing must meet the following requirements:

Provide no less than ¼" laminated glass. The 1/4 in.

(6 mm) laminated glass consists of two nominal 1/8 in.

(3 mm) glass panes bonded together with a minimum of a 0.030 in.

(0.75 mm) interlayer of a material \1\ that has typically been used in blast resistant window applications. For insulated glass units (IGU), use the polycarbonate or laminated glass for the innermost pane as a minimum. For laminated glass, the laminated pane shall be adhered to its supporting frame using structural silicone sealant or adhesive glazing tape. The structural silicone sealant bite shall be equal to the larger of 3/8-in. (10-mm) or the thickness of the laminated glass to which it adheres. The minimum thickness of the structural silicone bead shall be 3/16-in. (5-mm). The glazing tape bite shall be equal to two times the thickness of the laminated glass to which it adheres. The structural silicone bead or glazing tape shall be applied to both sides of single pane laminated glass but need only be applied to the inboard (protected) side of an IGU.

GENERAL NOTES

1. DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL

SURFACES, OPERATING PARTS, OR LABELS.

2. VERTICAL PAINTED SURFACES SHALL BE (PNT2) UNLESS

OTHERWISE NOTED OR SCHEDULED. HORIZONTAL PAINTED

SURFACES SHALL BE (PNT1) UNLESS OTHERWISE NOTED OR

SCHEDULED.

3. CENTER TILE PATTERNS VERTICALLY AND HORIZONTALLY

OVER TILED AREA U.O.N.

4. NO CUT TILES IN PATTERN FIELD. TRIM UNITS, MATCHING

BEADS, AND CORNER SHAPES TO BE COORDINATED WITH

FIELD TILE.

5. FLUSH MOUNT WINDOW SILLS AT EACH WINDOW AS

DETAILED IN ARCHITECTURAL SHEETS. WINDOW SILLS TO

BE (SS1).

6. ALL GYP CEILINGS TO BE PAINTED (PNT1).

7. ALL WOOD DOORS SHALL BE STAINED (WD1). ALL WOOD

DOORS SHALL BE SLICED/SLIP MATCHED WOOD VENEER.

8. ELECTRICAL PANELS, ACCESS PANELS AND EXPANSION

JOINTS TO BE SPRAY PAINTED TO MATCH ADJACANT WALL

COLOR. PANELS PAINTED BY BRUSH SHALL NOT BE

ACCEPTABLE.

9. THERMOSTATS TO BE PLACED NEAR LIGHT SWITCHES. DO

NOT INSTALL IN THE CENTER OF WALLS.

10. ALL INTERIOR FINISHES MUST COMPLY WITH NFPA 101

SECTION 10.2.3.4 AND BE EITHER CLASSIFICATION A, B, OR C.

11. INTERIOR SIGNAGE, U.O.N., SHALL BE EQUAL TO

MANUFACTURER: SYSTEM 2/90, COLLECTION: SUBSURFACE

ADA COLLECTION, BACK PLATE/SUBSTRATE COLOR: #205

MEDIUM GREY, COPY COLOR: #232 OYSTER, FONT STYLE:

HELVETICA, END CAP COLOR: #101 ANADIZED SATIN.

ABBREVIATIONS:

ACT ACOUSTCAL CEILING TILE

AWP ACOUSTICAL WALL PANEL

BL BLIND

CG CORNER GUARD

CONC CONCRETE SEALED

EXP EXPOSED CEILING STRUCTURE

GT GROUT

LAM LAMINATE

LVT LUXURY VINYL TILE

PRC PORCELAIN TILE

PNT PAINT

RB RUBBER BASE

SS SOLID SURFACE

WD WOOD STAIN

CODE MATERIAL MANUFACTURE

FINISH LEGEND

PATTERN & COLOR REMARKS

AWP1 ACOUSTICAL WALL PANEL XOREL ARTFORM LARGE SQUARE: 20"W X 20"H

AWP2 ACOUSTICAL WALL PANEL

AWP3 ACOUSTICAL WALL PANEL

AWP4 ACOUSTICAL WALL PANEL

BL1 BLINDS DOUBLE SHADE W/ THERMOVEIL SUNSCREEN SHADE AND BLACKOUT SHADECLOTH

EPOXY GROUTGT1 GROUT (WALL TILE)

EPOXY GROUT

XOREL ARTFORM

XOREL ARTFORM

XOREL ARTFORM

MECHOSHADE

GT2 GROUT (FLOOR TILE)

LVT1 LUXARY VINYL TILE NATURAL CREATIONS EARTHCUTS, #NA332 BRACO PUTTY FACTORY FINISH: DIAMOND10 COATING, SIZE: 12" X 24" X 0.125", BRICK BOND PATTERN

PNT1 PAINT (CEILING) #7004 SNOWBOUND FLAT SHEEN

PNT2 PAINT (FIELD COLOR) #7506 LOGGIA SATIN SHEEN

PNT3 PAINT (ACCENT) #7504 KEYSTONE GREY SATIN SHEEN

PNT4 PAINT (ACCENT) #7665 WALL STREET SATIN SHEEN

SHERWIN WILLIAMS

SHERWIN WILLIAMS

SHERWIN WILLIAMS

SHERWIN WILLIAMS

ACT1 ACOUSTICAL CEILING TILE AMSTRONG ULTIMA, 19710 - WHITE 24" X 24" X 3/4"; SQUARE LAY IN

PNT5 SEMI-GLOSS SHEENSHERWIN WILLIAMSMETAL DOOR/ DOOR FRAME PAINT

RB1 COLOR-INTERGRATED, #64 FRESH TAUPE RUBBER WALL BASE, COVE PROFILE: 4" HIGH, 120'-0" ROLLSAMSTRONGRUBBER BASE

AMSTRONG

#7515 HOMESTEAD BROWN

SS1 STANDARD COLLECTION, COLOR: BONE, GRADE: A EDGE PROFILE: 1.5" STRAIGHT EDGE, FIHISH: STANDARD MATTECORIANSOLID SURFACE

MAPEI

MAPEI

#02 PEWTER

#11 SAHARA BEIGE

#1500 SERIES TERMOVEIL/ #1516 EGGSHELL (3% OPEN)

CARNEGIE XOREL: FRACTAL EMBOSS #6261/ 751

CARNEGIE XOREL: METEOR #6427/ 769

CARNEGIE: NEXUS #6425/ 912

CARNEGIE: QUARRY #6619/ 110

AWP5 ACOUSTICAL WALL PANEL XOREL ARTFORM CARNEGIE XOREL: VENEER EMBOSS #6925/ 826

LAM1 LAMINATE WILSONART # 7054-60 WILD CHERRY, MATTE FINISH

CG1 CORNER GUARD PROVIDE STANDARD END CAP #G101 IN SAVANNAH KOROGARD #G100 SERIES, SAVANNAH

LARGE SQUARE: 20"W X 20"HLARGE SQUARE: 20"W X 20"H

LARGE SQUARE: 20"W X 20"H

LARGE SQUARE: 20"W X 20"H

LARGE SQUARE: 20"W X 20"H

PRC2 PORCELAIN TILE (FLOOR) SHADES: #AV243 FOG 12" X 24", UPS FINISH

PRC1 PORCELAIN TILE (WALL) SHADES: #AV245 CLAYCROSSVILLE

CROSSVILLE

12" X 24", HONED FINISH

PNT6 FLAT SHEENSHERWIN WILLIAMS # BLACK

CONC1 SEALED CONCRETE -- -

PAINT (EXPOSED EQUIPMENT)

WD1 STAIN TO MATCH WILSONART WILD CHERRY # 7054-60 --WOOD STAIN

PRC3 PORCELAIN TILE (SHOWER FLOOR) VISTA AMERICANA: #AV182 FOOTHILLS 2" X 2", UPS FINISHCROSSVILLE

FINISH SCHEDULE NOTES

1. MANUFACTURES REFERENCED ARE INTENDED TO

ESTABLISH COLOR, PATTERN, AND FINISH ONLY AND ARE

NOT INTENDED TO LIMIT SELECTION FROM OTHER

MANUFACTURES. SUBSTITUTE PRODUCTS SHALL BE

SUBMITTED ALONG WITH SAMPLES TO THE INTERIOR

DESIGNER FOR APPROVAL.

2. MATCH FINISH OF COVERS FOR RETURN DUCTS, VENTS

AND REGISTERS IN DRYWALL CEILINGS AND WALLS TO

ADJACENT SURFACE.

3. EXPOSED CEILING STRUCTURE, METAL DECKING,

DUCTWORK TO BE PAINTED (PNT6).

4. ALL INETRIOR METAL DOOR AND DOOR FRAMES TO BE

PAINTED (PNT5).

5. ALL DOOR HARDWARE FINISH TO BE ALUMINUM/ SATIN

STAINLESS FINISH.

6. ALL ELECTRICAL PLATE AND LIGHT SWITCH COVERS TO BE

SATIN NICKEL.

7. APPLY ADA COMPLAINT TRANSITION STRIPS AT ALL FLOOR

CHANGES. CENTER UNDER DOOR RESILIENT TRANSITION

STRIPS SHALL MATCH COLOR OR RUBBER BASE. METAL

TRANSITIONS STRIPS SHALL MATCH COLOR OF CLEAR

ANODIAZED ALUMINUM OR STAINLESS STEEL.

8. INSTALL FLUSH MOUNTED RESILIENT CORNER GUARDS

(CG1) AS DESIGNATED ON SHEETS I-113/114.

9. PORCELAIN FLOOR TILE INSTALLED IN BRICK BOND

PATTERN IS TO RECEIVED 3/16" GROUT JOINTS WITH

OVERLAP NOT EXCEEDING 33%

10. INSTALLED STAINLESS STEEL EDGE PTOTECTOR ON TOP

OF EXPOSED EDGES OF PORCELAIN TILE.

11. PROVIDE EPOXY MORTER AND GROUT THROUGHOUT THE

BUILDING.

12. PROVIDE CONTINUOUS POLY WATER BARRIER MEBRANE

BEHIND CEMENT BOARD.

13. USE GROUT (GT1) WITH TILE PRC1 AND PRC3, AND USE

(GT2) WITH TILE PRC2.

14. PROVIDE (SS1) FOR COUNTER TOPS AND WINDOW SILLS.

US Army Corps of Engineers ®

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NUMBER NAME

FLOOR

FINISH

BASE

FINISH

WALL FINISH CEILING

REMARKSWEST NORTH EAST SOUTH MATERIAL HEIGHT

101 CANDIDATE

CLASSROOM

LVT1 RB1 PNT4 PNT2 PNT2 PNT2 EXP

102 MALE

INSTRUCTORS

LVT1 RB1 PNT2 PNT2 PNT2 PNT2 ACT1/ GYP 8'0"/ 8'6"

103 FEMALE

INSTRUCTOR

LVT1 RB1 PNT2 PNT2 PNT2 PNT2 ACT1 8'6"

104 CANDIDATE

QUARTERS

LVT1 RB1 PNT2 PNT2 PNT2 PNT2 ACT1 8'6"

105 ELEC CON1 RB1 PNT2 PNT2 PNT2 PNT2

106 INTERVIEW CON1 RB1 PNT2 PNT2 PNT2 PNT3 ACT1 8'6"

107 INTERVIEW CON1 RB1 PNT2 PNT2 PNT2 PNT3 ACT1 8'6"

108 INTERVIEW CON1 RB1 PNT2 PNT2 PNT2 PNT3 ACT1 8'6" SEE FINISH NOTES: 9, 10, 12, 13

109 UNISEX ABA

R&R PRC2/ PRC3 PRC1 PRC1/ PNT2 PRC1/PNT2 PRC1 PRC1 GYP 8'6" SEE FINISH NOTES: 9, 10, 12, 13

110 UNISEX R&R PRC2/ PRC3 PRC1 PRC1/ PNT2 PRC1 PRC1 PRC1/PNT2 GYP 8'6"

111 WAITING CONC1 RB1 PNT2 PNT2 PNT2 PNT2 ACT1 8'0"

112 TR CONC1 RB1 PNT2 PNT2 PNT2 PNT2 GYP 9'0"

113 RISER CONC1 RB1 PNT2 PNT2 PNT2 PNT2 EXP

114 CORRIDOR CONC1 RB1 PNT2 PNT2 PNT3 PNT2 EXP

201 EQUIPMENT

PLATFORM

CONC1 RB1 PNT2 PNT2 PNT2 PNT2 EXP

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96" TALL

FIRE ALARM SYMBOL LEGEND

FIRE ALARM AND MASS NOTIFICATION CONTROL PANEL

LOC OPERATING CONSOLE

FIRE ALARM REMOTE ANNUNCIATOR PANEL

FIRE ALARM TRANSCEIVER

MANUAL PULL STATION; WALL MOUNT 3'-10 AFF TO BOTTOM, UNO

CARBON MONOXIDE DETECTOR; WALL MOUNT 6'-8" AFF TO BOTTOM, UNO

CEILING OR WALL MOUNTED SMOKE DETECTOR (PHOTOELECTRIC TYPE). "S"

INDICATES SOUNDER BASE. WALL MOUNT 6'-8" AFF TO BOTTOM, UNO

DUCT MOUNTED SMOKE DETECTOR (PHOTOELECTRIC TYPE)

REMOTE TEST STATION

SURFACE OR WALL MOUNTED FIRE ALARM NOTIFICATION APPLIANCE (VISUAL

ONLY), FIRE ALARM AND MASS NOTIFICATION SYSTEM SIGNAL SPEAKER WITH

MASS NOTIFICATION STROBE; WALL MOUNT 6'-8" AFF TO BOTTOM, UNO.

'#' INDICATES CANDELA RATING, NO NUMBER INDICATES 15 CANDELA,

'WP' INDICATES WEATHERPROOF. PROVIDE CLEAR LENS

SURFACE OR WALL MOUNTED FIRE ALARM AND MASS NOTIFICATION SYSTEM

SIGNAL SPEAKER; WALL MOUNT 6'-8" AFF TO BOTTOM, UNO. '#' INDICATES

dBA RATING, 'WP' INDICATES WEATHERPROOF

WALL MOUNTED MASS NOTIFICATION APPLIANCE (AUDIO ONLY). 'WP', WHEN

SHOWN, INDICATES WEATHERPROOF. WALL MOUNT 6'-8" AFF TO BOTTOM, UNO

SPRINKLER SYSTEM FLOW ALARM SWITCH

VALVE SUPERVISORY DEVICE (TAMPER SWITCH)

LED EMERGENCY MESSAGE DISPLAY SIGN, SEE DETAILS THIS SHEET

AED CABINET AND DEVICE. DEVICE AND CABINET ARE GOVERNMENT PROVIDED

AND GOVERNMENT INSTALLED. SUPERVISORY CONNECTION REQUIRED BY

CONTRACTOR

F

SD

DD

RTS

FS

VS

S

LOC

FAA

FTR

FACP/MNCP A AMPERE

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

C CONDUIT

CKT CIRCUIT

EF EXHAUST FAN

FACP FIRE ALARM CONTROL PANEL

HP HORSEPOWER

HZ HERTZ

JB JUNCTION BOX

KWH KILOWATT HOUR

LED LIGHT EMITTING DIODE

MCB MOLDED CASE CIRCUIT BREAKER

UNO UNLESS NOTED OTHERWISE

V VOLT

W WATTS

WP WATERPROOF

ABBREVIATIONS

TYP TYPICAL

AED AUTOMATED EXTERNAL DEFIBRILLATOR

FTR FIRE ALARM TRANSCEIVER

PIV POST INDICATOR VALVE

AV ALTITUDE VALVE

FDC FIRE DEPARTMENT CONNECTION

SD

CO

WP

WP

M

WP

FIRE PROTECTION SYMBOL LEGEND

- WET PIPE SYSTEM PIPING

- PIPE RISE ABOVE

- DROP FROM BOTTOM OF PIPE

- PIPE TURNS DOWN

- PIPE CAP/PLUG

- OS&Y GATE VALVE WITH ELECTRONIC SUPERVISORY DEVICEVS

- FIRE DEPARTMENT CONNECTION

- CHECK VALVE

1. PROVIDE DESIGN AND INSTALLATION OF FIRE PROTECTION SYSTEM IN

ACCORDANCE WITH UFC 3-600-01 (CHANGE 4, 07-FEB-2020), APPLICABLE

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODE REQUIREMENTS

INCLUDING NFPA 13 (2019 EDITION).

FIRE PROTECTION GENERAL NOTES

PRELIMINARY HYDRANT FLOW TEST DATA

PRELIMINARY HYDRANT FLOW TESTS INDICATED A STATIC PRESSURE OF 51 PSI AND

A RESIDUAL PRESSURE OF 35 PSI WHILE 1357 GPM WAS FLOWING. CONTRACTOR

SHALL CONDUCT ADDITIONAL FLOW TEST AFTER CONTRACT AWARD AND PRIOR TO

PREPARATION OF SHOP DRAWINGS.

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46"

FINISHED FLOOR

4"

(TYP)

TYPICAL FIRE PROTECTION DEVICE MOUNTING HEIGHTS DETAIL

DIMENSIONS INDICATED ARE

MINIMUMS AND SHALL BE

FOLLOWED UNLESS NOTED

OTHERWISE ON THE PLANS.

SCALE: NTS

CENTER FIXTURES ABOVE DOOR

FRAME. COORDINATE WITH

ELECTRICAL BEFORE ROUGH-IN

EDGE OF DOOR FRAME

(OR DOOR SIDELIGHT

WHERE APPLICABLE)

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(TYP)

LED EMERGENCY

MESSAGE DISPLAY SIGN,

SEE DETAIL THIS SHEET

108"

CEILING

4" (TYP)

LED EMERGENCY MESSAGE DISPLAY SIGN

EVACUATE

ANNOUNCEMENT

14 1/2"

8"

2"

SCALE: NTS

NOTE:

1. DIMENSIONS ARE APPROXIMATE.

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"LED EMERGENCY MESSAGE DISPLAY SIGN" DETAIL

UTILIZE THE ANNOUNCEMENT / EVACUATION SIGNS AS INDICATED ON THESE PLAN VERSUS SPECIFICATION