Attachment 6 877_MARSOC_Amendment 001_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

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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

M

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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.

SW

IT

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4"

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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)

FA

P

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SP

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ST

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BE

4"

(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.

US Army Corps of Engineers ®

SHEET ID

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"LED EMERGENCY MESSAGE DISPLAY SIGN" DETAIL

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

FAPH MARSOC SUPPORT FACILITIES 887MARSOCSUPPORT

RTA SUBMITTAL

SECTION 13 34 19

METAL BUILDING SYSTEMS

11/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AISC 341 (2016) Seismic Provisions for Structural Steel Buildings

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISC/AISI 121 (2004) Standard Definitions for Use in the Design of Steel Structures

AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN WELDING SOCIETY (AWS)

AWS A5.1/A5.1M (2012) Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding

AWS D1.1/D1.1M (2020) Structural Welding Code - Steel

AWS D1.3/D1.3M (2018) Structural Welding Code - Sheet Steel

ASTM INTERNATIONAL (ASTM)

ASTM A1008/A1008M (2016) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A1011/A1011M (2018a) Standard Specification for Steel Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved

SECTION 13 34 19 Page 1

1 AMENDMENT 001 3 APRIL 2021

Formability, and Ultra-High Strength

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A193/A193M (2017) Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications

ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A325 (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A463/A463M (2010; R 2015) Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip Process

ASTM A500/A500M (2018) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A501/A501M (2014) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

ASTM A529/A529M (2014) Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A563M (2007; R 2013) Standard Specification for Carbon and Alloy Steel Nuts (Metric)

ASTM A572/A572M (2015) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A606/A606M (2009a) Standard Specification for Steel Sheet and Strip, High-Strength, Low-Alloy, SECTION 13 34 19 Page 2

Hot-Rolled and Cold-Rolled, with Improved Atmospheric Corrosion Resistance

ASTM A653/A653M (2019) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A755/A755M (2018) Standard Specification for Steel Sheet, Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A792/A792M (2010) Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process

ASTM A992/A992M (2011; R 2015) Standard Specification for Structural Steel Shapes

ASTM B117 (2016) Standard Practice for Operating Salt Spray (Fog) Apparatus

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B221 (2014) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B221M (2013) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM D1056 (2014) Standard Specification for Flexible Cellular Materials - Sponge or Expanded Rubber

ASTM D1308 (2013) Effect of Household Chemicals on Clear and Pigmented Organic Finishes

ASTM D1667 (2017) Standard Specification for Flexible Cellular Materials - Poly (Vinyl Chloride) Foam (Closed-Cell)

ASTM D2244 (2016) Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

ASTM D2247 (2015) Testing Water Resistance of

SECTION 13 34 19 Page 3

Coatings in 100% Relative Humidity

ASTM D2794 (1993; R 2019) Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

ASTM D3363 (2005; E 2011; R 2011; E 2012) Film Hardness by Pencil Test

ASTM D4214 (2007; R 2015) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films

ASTM D522/D522M (2014) Mandrel Bend Test of Attached Organic Coatings

ASTM D523 (2014; R 2018) Standard Test Method for Specular Gloss

ASTM D714 (2002; R 2017) Standard Test Method for Evaluating Degree of Blistering of Paints

ASTM D822 (2013) Filtered Open-Flame Carbon-Arc Exposures of Paint and Related Coatings

ASTM D968 (2017) Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive

ASTM DEFONLINE (2008) ASTM Online Dictionary of Engineering Science and Technology

ASTM E1592 (2005; R 2012) Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference

ASTM E1646 (1995; R 2011) Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Air Pressure Difference

ASTM E1680 (2016) Standard Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems

ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E331 (2000; R 2016) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

ASTM E84 (2018a) Standard Test Method for Surface Burning Characteristics of Building Materials

SECTION 13 34 19 Page 4

ASTM F1554 (2018) Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

ASTM F1852 (2014) Standard Specification for "Twist Off" Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM F436 (2011) Hardened Steel Washers

ASTM F844 (2007a; R 2013) Washers, Steel, Plain (Flat), Unhardened for General Use

ASTM G152 (2013) Operating Open Flame Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials

ASTM G153 (2013) Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials

METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)

MBMA MBSM (2002) Metal Building Systems Manual

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM AMP 500 (2006) Metal Finishes Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

NFPA 80 (2016; TIA 16-1) Standard for Fire Doors and Other Opening Protectives

NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

NRCA RoofMan (2017) The NRCA Roofing Manual

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC Paint 15 (1999; E 2004) Steel Joist Shop Primer

SSPC Painting Manual (2002) Good Painting Practice, Steel Structures Painting Manual, Volume 1

SSPC SP 2 (1982; E 2000; E 2004) Hand Tool Cleaning

SECTION 13 34 19 Page 5

1.2 GENERAL REQUIREMENTS

1.2.1 Structural Performance

Provide metal building systems capable of withstanding the effects of gravity loads and the following loads and stresses within the limits and conditions indicated.

1.2.1.1 Engineering

Design metal building systems conforming to procedures described in

MBMA MBSM.

1.2.1.2 Design Loads

Conform to the requirements of MBMA MBSM, ASCE 7, and the building code applicable to the project geographical location.

1.2.1.3 Live Loads

Include all vertical loads induced by the building occupancy indicated on the drawings, as well as loads induced by maintenance workers, materials and equipment for roof live loads.

1.2.1.4 Roof Snow Loads

Include vertical loads induced by the ground snow load at the project site of 25 psf. Allow for unbalanced and drift loads. See contract drawings for additional snow load criteria.

1.2.1.5 Wind Loads

Include horizontal and vertical loads induced by a basic wind speed Project site of 115 mph. See contract drawings for additional wind load criteria.

1.2.1.6 Collateral Loads

Include additional dead loads other than the weight of metal building system for permanent items such as sprinklers, mechanical systems, electrical systems, and ceilings.

1.2.1.7 Load Combinations

Design metal building systems to withstand the most critical effects of load factors and load combinations as required by MBMA MBSM, ASCE 7, and the building code applicable to the project location.

1.2.1.8 Deflection Limits

Engineer assemblies to withstand design loads with deflections no greater than the following:

a. Purlins and Rafters; vertical deflection of 1/240 of the span.

b. Girts or supplemental horizontal hot rolled sections; horizontal deflection of 1/600 of the span where they support brick veneer or support cold formed steel (CFS) backing brick veneer, per Table 2-1 of

UFC 3-301-01.

SECTION 13 34 19 Page 6

c. Metal Roof Panels; vertical deflection of 1/240 of the span.

d. Metal Wall Panels; horizontal deflection of 1/240 of the span but shall not impair the brick veneer.

Design secondary framing system to accommodate deflection of primary building structure and construction tolerances, and to maintain clearances at openings. Provide metal panel assemblies capable of withstanding the effects of loads and stresses indicated, based on testing according to

ASTM E1592.

1.2.2 Seismic Performance

Design and engineer metal building system capable of withstanding the effects of earthquake motions determined according to ASCE 7, AISC 341, and the applicable portions of the building code in the geographic area where the construction will take place.

1.2.3 Thermal Movements

Provide metal panel systems that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss as follows:

Temperature Change (Range); 120 F, ambient; 180 F, material surfaces.

1.2.4 Air Infiltration for Metal Roof Panels

Air leakage through assembly must not exceed 0.06 cfm/sq.ft. of roof area when tested according to ASTM E1680 at negative test-pressure difference of

1.57 lb/sq.ft..

1.2.5 Air Infiltration for Metal Wall Panels

Air leakage through assembly of not more than 0.06 cfm/sq.ft. of wall area when tested according to ASTM E283 at static-air-pressure difference of

6.24 lbf/sq.ft..

1.2.6 Water Penetration for Metal Roof Panels

No water penetration when tested according to ASTM E1646 at test-pressure difference of 2.86 lbf/sq.ft..

1.2.7 Water Penetration for Metal Wall Panels

No water penetration when tested according to ASTM E331 at a minimum differential pressure of 20 percent of inward-acting, wind-load design pressure of not less than 6.24 lbf/sq.ft. and not more than 12 lbf/sq. ft.

1.2.8 Wind-Uplift Resistance

Provide metal roof panel assemblies that comply withASCE 7,.

SECTION 13 34 19 Page 7

1.3 DEFINITIONS

ASTM DEFONLINE applies to this definition paragraph.

a. Bay: Dimension between main frames measured normal to frame (at centerline of frame) for interior bays, and dimension from centerline of first interior main frame measured normal to end wall (outside face of end-wall girt) for end bays.

b. Building Length: Dimension of the building measured perpendicular to main framing from end wall to end wall (outside face of girt to outside face of girt).

c. Building Width: Dimension of the building measured parallel to main framing from sidewall to sidewall (outside face of girt to outside face of girt).

d. Clear Span: Distance between supports of beams, girders, or trusses (measured from lowest level of connecting area of a column and a rafter frame or knee).

e. Eave Height: Vertical dimension from finished floor to eave (the line along the sidewall formed by intersection of the planes of the roof and wall).

f. Clear Height under Structure: Vertical dimension from finished floor to lowest point of any part of primary or secondary structure, not including crane supports, located within clear span.

g. Terminology Standard: Refer to MBMA "Metal Building Systems Manual" for definitions of terms for metal building system construction not otherwise defined in this Section or in referenced standards.

1.4 SYSTEM DESCRIPTION

General: Provide a complete, integrated set of metal building system manufacturer's standard mutually dependent components and assemblies that form a metal building system capable of withstanding structural and other loads, thermally induced movement, and exposure to weather without failure or infiltration of water into building interior. Include primary and secondary framing, metal roof panels, metal wall panels, and accessories complying with requirements indicated.

Provide metal building system of size and with spacing, slopes, and spans indicated. The building system shall comply with ATFP requirements of UFC 4-010-01. Refer to structural drawings for additional information and requirements.

The buiding system shall provide an air barrier in accordance with requirements set forth in Section 07 27 10.00 10 BUILDING AIR BARRIER SYSTEM. The air barrier system is provided in the roof by the vapor barrier fabric liner and in the walls as an air barrier coating on the wall sheathing. Refer to Section 09 29 00 GYPSUM BOARD AND AIR BARRIER.

Care shall be taken to provide a seal between wall and roof air barrier systems, provide transition membranes at all doors, windows, louvers, etc, and seal all penetrations through the air barrier especially in the roof.

SECTION 13 34 19 Page 8

1.4.1 Primary Frame Type

a. Rigid Clear Span: Solid-member, structural-framing system without interior columns.

1.4.2 Fixed End-Wall Framing

Provide manufacturer's standard fixed end wall, for buildings not required to be expandable, consisting of primary frame, capable of supporting one-half of a bay design load, and end-wall columns.

1.4.3 Secondary Frame Type

Provide manufacturer's standard purlins, girts and supplemental hot rolled sections as required to support the CFS framing. Coordinate with CFS designer and manufacturer. .

1.4.4 Eave Height

Eave height must be as indicated on the contract drawings Manufacturer's standard height, as indicated by nominal height on Drawings.

1.4.5 Bay Spacing

Bay Spacing must be as indicated on the contract drawings.

1.4.6 Roof Slope

Roof slope must be as indicated on the contract drwings.

1.4.7 Roof System

Provide manufacturer's standard vertical-rib, standing-seam metal roof panels.

1.4.8 Exterior Wall System

Provide manufacturer's standard field-assembled, un-insulated metal wall panels.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Manufacturer's Qualifications; G

SD-02 Shop Drawings

Detail Drawings; G

SD-03 Product Data

SECTION 13 34 19 Page 9

Manufacturer's catalog data; G

Panel Materials: G

Accessories: G

Manufacturer's Sample Warranty; G for each type

SD-04 Samples Fasteners; GMetal Closure Strips 10 inches long of each type; G

Manufacturer's color charts and chips, 4 by 4 inches; G

SD-05 Design Data

Manufacturer's descriptive and technical literature; G

Manufacturer's building design analysis; G

SD-06 Test Reports test reports; G

Coatings and base metals; G

Factory Color Finish Performance Requirements; G

SD-07 Certificates system components ; G

Coil Stock certification; G

Enamel Repair Paint; G

Qualification of Manufacturer; G

Qualification of Erector; G

SD-11 Closeout Submittals

Manufacturer's Warranty; G

Contractor's Warranty for Installation; G

1.6 QUALITY ASSURANCE

1.6.1 Pre-Erection Conference

After submittals are received and approved but before metal building system work, including associated work, is performed, the Contracting Officer will hold a pre-erection conference to review the following:

a. The detail drawings, specifications, and manufacturer's descriptive and technical literature.

b. Finalize construction schedule and verify availability of materials, SECTION 13 34 19 Page 10 erector's personnel, equipment, and facilities needed to make progress and avoid delays.

c. Methods and procedures related to metal building system erection, including, but not limited to: qualification of manufacturer, qualification of erector, manufacturer's catalog data, building design analysis, written instructions and test reports.

d. Support conditions for compliance with requirements, including alignment between and erection of structural members.

e. Flashing, special roofing and siding details, roof and wall penetrations, openings, and condition of other construction that will affect metal building system, including coatings and base metals, factory color finish performance requirements, system components, and certificates for coil stock.

f. Governing regulations and requirements for, certificates, insurance, tests and inspections if applicable.

g. Temporary protection requirements for metal panel assembly during and after installation.

h. Samples of enamel repair paint.

1.6.1.1 Pre-Roofing and Siding Installation Conference

After structural framing system erection and approval but before roofing, siding, insulation and vapor barrier / air barrier work, including associated work, is performed; the Contracting Officer will hold a pre-roofing and siding conference to review the following:

a. Examine purlins, sub-girts and formed shapes conditions for compliance with requirements, including flatness and attachment to structural members.

b. Review structural limitations of purlins, sub-girts and formed shapes during and after roofing and siding.

c. Review flashings, special roof and wall details, roof drainage, roof and wall penetrations, roof equipment curbs, and condition of other construction that will affect the metal building system.

d. Review temporary protection requirements for metal roof and wall panels' assembly during and after installation.

e. Review roof and wall observation and repair procedures after metal building system erection.

1.6.2 Manufacturer's Technical Representative

The representative must have authorization from manufacturer to approve field changes and be thoroughly familiar with the products, erection of structural framing and installation of roof and wall panels in the geographical area where construction will take place.

1.6.3 Manufacturer's Qualifications

Metal building system manufacturer must have a minimum of five (5) years

SECTION 13 34 19 Page 11 experience as a qualified manufacturer and a member of MBMA of metal building systems and accessory products.

Provide engineering services by an authorized currently licensed engineer in the geographical area where construction will take place, having a minimum of four years experience as an engineer knowledgeable in building design analysis, protocols and procedures for the "Metal Building Systems Manual" (MBMA MBSM); ASCE 7, the building code in the geographic area where the construction will take place and ASTM E1592.

Provide certified engineering calculations using the products submitted for:

a. Roof and Wall Wind Loads with basic wind speed, exposure category, co-efficient, importance factor, designate type of facility, negative pressures for each zone, methods and requirements of attachment.

b. Roof Dead and Live Loads

c. Collateral Loads

d. Foundation Loads

e. Roof Snow Load

f. Seismic Loads

1.6.4 Qualification of Erection Contractor

An experienced erector who has specialized in erecting and installing work similar in material, design, and extent to that indicated for this Project and must be approved and certified by the metal building system manufacturer.

1.6.5 Single Source

Obtain primary and secondary components and structural framing members, each type of metal roof, wall and liner panel assemblies, clips, closures and other accessories from the standard products of the single source from a single manufacturer to operate as a complete system for the intended use.

1.6.6 Welding

Qualify procedures and personnel according to AWS A5.1/A5.1M, AWS D1.1/D1.1M, and AWS D1.3/D1.3M.

1.6.7 Structural Steel

Comply with AISC 325, AISC 341 for seismic impacted designs, AISC 360, for design requirements and allowable stresses.

1.6.8 Cold-Formed Steel

Comply with AISC/AISI 121 and AISI SG03-3 for design requirements and allowable stresses.

1.6.9 Fabrication

Fabricate and finish metal panels and accessories at the factory to

SECTION 13 34 19 Page 12 greatest extent possible, by manufacturer's standard procedures and processes and as necessary to fulfill indicated performance requirements.

Comply with indicated profiles with dimensional and structural requirements

Provide metal panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel. Aluminum and aluminum-alloy sheet and plate must conform to ASTM B209.

Fabricate metal panel side laps with factory-installed captive gaskets or separator strips that provide a tight seal and prevent metal-to-metal contact, in a manner that will seal weather-tight and minimize noise from movements within panel assembly.

Sheet Metal Accessories: Fabricate flashing and trim to comply with recommendations in SMACNA 1793 that apply to the design, dimensions, metal, and other characteristics of item indicated:

a. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems.

b. End Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength.

c. Sealed Joints: Form non-expansion but movable joints in metal to accommodate elastomeric sealant to comply with SMACNA standards.

d. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view.

e. Fabricate cleats and attachment devices of size and metal thickness recommended by SMACNA or by metal building system manufacturer for application, but not less than thickness of metal being secured.

1.6.10 Finishes

Comply with NAAMM AMP 500 for recommendations for applying and designating finishes.

Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

1.7 SHIPPING, HANDLING AND STORAGE

1.7.1 Delivery

Package and deliver components, sheets, metal panels, and other manufactured items so as not to be damaged or deformed and protected during transportation and handling.

Stack and store metal panels horizontally on platforms or pallets, covered with suitable weather-tight and ventilated covering to ensure dryness, with positive slope for drainage of water. Store in a manner to prevent bending, warping, twisting, and surface damage. Do not store metal wall panels in contact with other materials that might cause staining, denting, or other surface damage. Retain strippable protective covering on metal

SECTION 13 34 19 Page 13 panel for entire period up to metal panel installation.

1.8 PROJECT CONDITIONS

1.8.1 Weather Limitations

Proceed with installation preparation only when existing and forecasted weather conditions permit Work to proceed without water entering into existing panel system or building.

1.8.2 Field Measurements

1.8.2.1 Established Dimensions for Foundations

Comply with established dimensions on approved anchor-bolt plans, established foundation dimensions, and proceed…