W912QR24R0006_Plans-0004.pdf

PDF 3 MB Posted Dec 27, 2023

Attached to: Construction of an Army Reserve Center (ARC) and Area Maintenance Support Activity (AMSA) at Wright-Patterson Air Force Base, OH
Solicitation number: W912QR24R0006
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Dec 27, 2023

This federal solicitation is for the design and construction of an Army Reserve Center and Area Maintenance Support Activity at Wright-Patterson Air Force Base in Ohio. The estimated construction cost is between $25-100 million. The project will be awarded through a design-bid-build delivery method. The solicitation is fully open to all offerors and requires compliance with HUBZone price evaluation preferences. The selected contractor must provide all design, construction, labor, and materials for the Army Reserve Center, Area Maintenance Support Activity building, and Vehicle Maintenance Shop. The solicitation closes on December 23, 2023, with award expected in early 2024.

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Other files

File	Type	Posted
AMDT 0007 W912QR24R0006 WPAFB ARC-AMSA.pdf	PDF	Jun 7, 2024
W912QR24R0006_Specs-0006.pdf	PDF	Apr 1, 2024
W912QR24R0006_Plans-0005.pdf	PDF	Jan 8, 2024
W912QR24R0006_Specs-0005.pdf	PDF	Jan 8, 2024
W912QR24R0006_Specs-0004.pdf	PDF	Dec 27, 2023
W912QR24R0006_Plans-0003.pdf	PDF	Dec 18, 2023
W912QR24R0006_Specs-0003.pdf	PDF	Dec 18, 2023
W912QR24R0006_Specs-0002.pdf	PDF	Dec 12, 2023
W912QR24R0006_Plans-0002.pdf	PDF	Dec 12, 2023
W912QR24R0006_Specs-0001.pdf	PDF	Nov 30, 2023
W912QR24R0006_Plans-0001.pdf	PDF	Nov 30, 2023
W912QR24R0006_Plans_Vol1-0000.pdf	PDF	Nov 15, 2023
W912QR24R0006_Specs_Vol2-0000.pdf	PDF	Nov 15, 2023
W912QR24R0006_Specs_Vol4-0000.pdf	PDF	Nov 15, 2023
W912QR24R0006_Plans_Vol3-0000.pdf	PDF	Nov 15, 2023
W912QR24R0006_Specs_Vol3-0000.pdf	PDF	Nov 15, 2023
W912QR24R0006_Plans_Vol2-0000.pdf	PDF	Nov 15, 2023
W912QR24R0006_Specs_Vol1-0000.pdf	PDF	Nov 15, 2023

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S-202 H2

KJD

H1 S-301

B E

F1 S-510

A1 S-320

S-401 D11

S-401 D1

8" THICK SOG

6" THICK SOG

MOMENT FRAME

S-201 H1

S-201 A1

S-202 B2

163' - 1 1/2"

20' - 9" 8' - 9 7/8" 4' - 10 1/8" 19' - 9" 2' - 4 1/16" 9' - 1 5/8" 30' - 0" 32' - 0" 23' - 4" 12' - 1 13/16"

4 4 4

-2' - 4"

CF50 CF60 CF60

CF60

CF50

CF50 CF60 CF60 CF50

CF50

CF40

CF60

CF60x11'

CF50

CF60

CF80

CF60

CF60 CF60

CF80CF80CF60

CF30

CF30CF60x26'

CF60x26'

G1 S-320

A1 S-321

K7 S-511

K1 S-511

K13 S-511

E1 S-511

E7 S-511

E13 S-511

0.9

4.4

2.1

8.9

M.2

2.8

9" 7'

0" 7'

3/ 8"

TYP

CF30

A1 S-301

F1 S-510

L10 S-510

F1 S-510

P2 P2

P3 P4 P4 P3

P4 P4

G1 S-533

TYP @ OH DOOR

8' -6

-5

6 6

FOUNDATION PLAN NOTES

1. ELEVATIONS SHOWN ARE TO THE TOP OF THE FOUNDATIONS

AND ARE REFERENCED FORM FINISHED FIRST FLOOR

REFERENCE ELEVATION 0'-0".

2. CENTER WALL FOOTINGS ON WALL CENTERLINE UNO.

3. CENTER SPREAD FOOTINGS ON COLUMN GRID INTERSECTION

UNO.

4. SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES.

5. SEE SHEETS S-501 - S-503 FOR TYPICAL FOUNDATION DETAILS.

6. SEE SHEET S-602 FOR COLUMN SCHEDULE

7. FOUNDATION SUBGRADE MUST BE PREPARED PER THE

EARTHWORK SPECIFICATIONS.

8. SLAB ON GRADE MUST BE PLACED ON A 15 MIL VAPOR BARRIER

OVER AGGREGATE CAPILLARY BREAK PER THE EARTHWORK

SPECIFICATIONS. SEE TYPICAL DETAIL K1/S-501.

9. POUR SLAB ON GRADE OVER CONCRETE FOUNDATION STEM

WALLS AT ALL EXTERIOR DOORWAYS. REINFORCE SLAB ON

GRADE AT EXTERIOR DOORWAYS PER TYPICAL DETAIL D1/S-501.

10. REINFORCE SLAB ON GRADE AT REENTRANT CORNERS PER

TYPICAL DETAIL J14/S-501

11. .IN-FLOOR RADIANT HEATING SYSTEM SHALL BE INCLUDED IN

WORKBAY SLAB AS INDICATED ON MEP DRAWINGS,

CONTRACTOR SHALL COORDINATE W/ MEP DRAWINGS.

12. 8" NON-LOADBEARING CMU WALLS NOT SHOWN, SEE ARCH,

REINF W/ #5@48" OC VERT, SEE GENERAL NOTES FOR HORIZ.

REINFORCING.

TAG NOTES

LEGEND

REENTRANT CORNER REINFORCEMENT. SEE TYPICAL DETAIL

J14/S-501

PROVIDE THICKENED SLAB AT CMU PARTITION PER TYPICAL

DETAIL L10/S-510.

SLAB REINFORCEMENT AT DISCONTINUOUS CONTROL JOINTS.

SEE TYPICAL DETAIL L13/S-503.

TRENCH DRAIN. SLOPE SLAB TO DRAIN. DET L8/S-503.

STEEL BOLLARD. SEE ARCH DRAWINGS FOR LOCATIONS AND

TYPICAL DETAIL.

RECESSED FLOOR SLAB @ ENTRY MAT LOCATIONS,

COORINATE LOCATION W/ ARCH, COORINATE RECESS DEPTH

W/ MAT SUPPLIER

PROVIDE EQUIPMENT PADS PER DETAIL F8/S-501, COORDINATE

LOCATION W/ MEP

(-2'-0")

WF25

F40

ML1

ML2

EOS

SOG

TOP OF FOOTING ELEVATION.

WALL FOOTING. SEE SCHEDULE.

SPREAD FOOTING. SEE SCHEDULE.

COLUMN PIER. SEE SHEET S-502

MASONRY LINTEL 1. SEE TYPICAL DETAIL G1/S-523

MASONRY LINTEL 2. SEE TYPICAL DETAIL G1/S-523

EDGE OF SLAB.

SAWN CONTRACTION JOINT. SEE TYPICAL DETAIL 1/S-502.

SLAB ON GRADE. SEE TYPICAL DETAIL K1/S-501. SEE PLAN FOR

REINFORCEMENT.

1 1/2"X3/16" ALUMINUM BAR GRATING.

8" CMU WALL REINF W/ #5@32" OC VERT, SEE GENERAL

NOTES FOR HORIZ. REINFORCING

CONCRETE WALL. SEE PLAN FOR THICKNESS. SEE

SECTION FOR REINFORCING.

DIAGONAL BRACING. SEE FRAMING ELEVATIONS.

MARK THICKNESS REINFORCING

6" SOG 6" #4@18" OC EW

6" RECESSED SOG 6" #4@18" OC EW

8" SOG 8" #5@12" OC EW

SLAB ON GRADE SCEDULE

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

R . M

N L

J R

. P

C E

E, K Y

W R

F O

R C

, O

R T

M Y

, P N

4, P

(A M

P N

, P

(A R

O C

C :\U se rs

\h 2e dc nb f\D oc um en ts \4

7_ R ev it2

2e dc nb f.r vt

/2 1/

P M

S-111

N D

N P

N .F

I T C

AMSA

1/8" = 1'-0"A1 FOUNDATION PLAN

POL RACKS

A C

C O

R D

E W

A M

N O

A C

C O

R D

E W

A M

2Q R

_P la ns -0

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

JOIST BEARING 1

11' - 9 3/4"

T.O.F -2' - 4"

L K J DGM H

CRANE HOOK

24' - 0"

ABEF

W14x68 COL., TYP.

STACKED

BRACE/MOMENT

FRAME

C10x25 GIRTS @

4'-0" OC MAX, TYP

HSS5X5X3/8"

COLUMN TYP

K SERIES JOIST,

SEE PLAN

BOWSTRING JOIST, TYP. SEE PLAN

BEAM SEE PLAN TYP.

W24x94 COL., TYP. @

MOMENT FRAME

HSS12X10X3/8, TYP

JOIST BEARING 2

14' - 0 3/4"

G2 S-701

BARREL BEARING

33' - 4"

M.2

S-310

S-312 K1

A1 S-301

A7 S-534

C10x25 GIRTS @

TOP OF DOOR

JOIST BEARING 1

11' - 9 3/4"

T.O.F -2' - 4"

LKJD G MH

CRANE HOOK

24' - 0"

A B E F

W14x68 COL., TYP.

STACKED

BRACE/MOMENT

FRAME

C10x25 GIRTS @ 4'-0" OC MAX, TYP

HSS5X5X3/8"

COLUMN TYP

K SERIES JOIST,

SEE PLAN

BOWSTRING JOIST, TYP. SEE PLAN

BEAM SEE PLAN TYP.

W24x94 COL., TYP. @

MOMENT FRAME

HSS12X10X3/8, TYP

JOIST BEARING 2

14' - 0 3/4"

G2 S-701

BARREL BEARING

33' - 4"

S-310

S-312 K7

A1 S-301

C10x25 GIRTS @ TOP OF DOOR

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

R . M

N L

J R

. P

C E

E, K Y

W R

F O

R C

, O

R T

M Y

, P N

4, P

(A M

P N

, P

(A R

O C

C :\U se rs

\h 2e dc nb f\D oc um en ts \4

7_ R ev it2

2e dc nb f.r vt

/2 1/

P M

S-201

O N

N . F

AMSA

H1 NORTH ELEVATION

A1 SOUTH ELEVATION

A C

C O

R D

E W

A M

2Q R

_P la ns -0

JOIST BEARING 1

11' - 9 3/4"

T.O.F -2' - 4"

259 4

OVERHEAD DOORS

16' - 0"

CRANE HOOK

24' - 0"

112 3681011

W14x68 COL., TYP.

BRACE FRAME,

TYP

C10x25 GIRTS @ 4' - 0", TYP

W FLANGE

BEAM. SEE

PLAN

BEAM SEE PLAN TYP.

CANOPY

FRAMING

JOIST BEARING 2

14' - 0 3/4"

0.94.4

BARREL BEARING

33' - 4"

2.18.9 2.8

S-310

C10x25 GIRTS @ TOP OF

DOOR

JOIST BEARING 1

11' - 9 3/4"

T.O.F -2' - 4"

2 5 94

OVERHEAD DOORS

16' - 0"

CRANE HOOK

24' - 0"

1 123 6 8 10 11

W14x68 COL., TYP.

BRACEFRAME, TYP

C10x25, @ 4'-0" OC MAX"

HSS5X5X3/8"

COLUMN TYP K SERIES JOIST,

SEE PLAN

W FLANGE BEAM,

TYP. SEE PLAN

BEAM SEE PLAN TYP.

HSS10X6X

1/4, TYP

8" CMU WALL,

SEE PLAN

JOIST BEARING 2

14' - 0 3/4"

0.9 4.4

BARREL BEARING

33' - 4"

2.1 8.92.8

S-312 K12 S-312

HIGH BAY BEYOND

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

R . M

N L

J R

. P

C E

E, K Y

W R

F O

R C

, O

R T

M Y

, P N

4, P

(A M

P N

, P

(A R

O C

C :\U se rs

\h 2e dc nb f\D oc um en ts \4

7_ R ev it2

2e dc nb f.r vt

/2 1/

P M

S-202

O N

N . F

AMSA

H2 EAST ELEVATION

B2 WEST ELEVATION

A C

C O

R D

E W

A M

2Q R

_P la ns -0

FINISH FLOOR

0' - 0"

FINISH FLOOR

0' - 0"

INSULATED

TRANSLUCENT WALL

BASE

28' - 11"

A-301

MLKJHGFEDBA

CONTINUOUS PREFINISHED

METAL CLEAT COPING (X13),

TYP.

INSULATED PRECAST

CONCRETE WALL PANEL

WITH 3" RIGID INSULATION

(R-15 MIN) (X1)

PREFINISHED METAL

CONDUCTOR HEAD (X11)

AND DOWNSPOUT (X11) TO

CONCRETE SPLASH BLOCK,

TYP.

STANDING SEAM METAL

ROOF, X10

INSULATED METAL DOOR

AND FRAME (X4), TYP. OVERHEAD COILING

DOOR/INSULATED CORE

ALUMINUM UNIT, TYP. (X8)

INSULATED METAL DOOR

AND FRAME (X4), TYP.

3" (R-19 MIN.) INSULATED

METAL PANEL (X5)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

FORMED METAL WALL

LOUVER (X7)

L3L3L4

PREFINISHED METAL 1X14

FASCIA (X13)

SNOW GUARD RAIL (X12),

TYP.

PRE-ENGINEERED

ALUMINUM CANOPY (X6)

BOLLARD, SEE CIVIL DETAILS.

A-512

M.2

STANDING SEAM METAL ROOF

SYSTEM (X10)

WALL MOUNTED LIGHT FIXTURE,

SEE ELECTRICAL DRAWINGS

SATS CANOPY STRUCTURE (X17),

SEE STRUCTURAL

METAL LADDER ANCHOR

SATS CANOPY SIDEWALL;

SEE SECTION L15/A441

FINISH FLOOR

0' - 0"

INSULATED

TRANSLUCENT WALL

BASE

28' - 11"

A-301

STANDING SEAM METAL

ROOF, X10

123456789101112

CONTINUOUS PREFINISHED

METAL CLEAT COPING (X13),

TYP.

STANDING SEAM METAL

ROOF SYSTEM (X10)

INSULATED TRANSLUCENT

FIBERGLASS SANDWICH

PANEL WINDOW-WALL

SYSTEM (X9)

3" (R-19 MIN.) INSULATED

METAL PANEL (X5)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

FORMED METAL WALL

LOUVER (X7)

A-441

L10 L11

SNOW GUARD RAIL (X12),

TYP.

INSULATED PRECAST

CONCRETE WALL PANEL

WITH 3" RIGID INSULATION

(R-15 MIN) (X1)

2' - 11"METAL LADDER ANCHOR

SATS CANOPY STRUCTURE (X17),

SEE STRUCTURAL

2.1

BOLLARD, SEE CIVIL DETAILS.

PREFINISHED METAL GUTTER AND

DOWNSPOUT (X11)

0.92.84.4

1. CONTRACTOR TO COORDINATE PENETRATIONS WITH MEP DRAWINGS AND

FIELD VERIFY EXACT LOCATION & SIZE OF PENETRATIONS.

2. REFERENCE EXTERIOR FINISH SCHEDULE ON SHEET A-203 FOR EXTERIOR

MATERIALS INDICATED WITH AN (X##).

3. REFER TO SHEET A-130 FOR TYPICAL EXTERIOR ROOF SYSTEMS (ER-1, ER-2,

ER-3) AND SHEET A-311 AND A-312 FOR TYPICAL EXTERIOR WALL SYSTEMS

(EW-1 AND EW-2)

4. EXTERIOR FINISH COLORS AND MATERIALS SHALL COMPLY WITH THE

WRIGHT PATTERSON AFB INSTALLATION FACILITY STANDARDS. REFER TO

STANDARD PRODUCTS AND COLORS LISTED IN THE IFS.

5. REFER TO PRECAST CONCRETE ELEVATIONS (A-210 SERIES DRAWINGS) FOR

PRECAST PANEL DIMENSIONS AND OPENING LOCATIONS.

GENERAL NOTES - ELEVATIONS

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

C E

R T

D F

L E

T R

R M

A R

L U

T H

E R

G J

R P

L A

C E

L O

L E

W R

T P

A T

T E

R S

O N

F O

R C

E B

A S

E O

A R

E A

M A

E N

A N

C E

S U

P P

O R

T A

C T

Y A

R M

Y R

E S

E R

V E

C E

N T

E R

F Y

N P

A M

S A

A R

O C

T O

B E

J M

A C

L A

U s e rs

\H E

D D

J J B

\D o c u m e n ts

\4 R e v it A

M S

A jo h n .j .b ro c k .r v t

/2 /2

A-201

E X

T E

R E

L E

V A

N S

J B

R O

C K

J B

R O

C K

L D

U N

AMSA

1/8" = 1'-0"A-110

A1 SOUTH EXTERIOR ELEVATION

1/8" = 1'-0"A-110

H1 EAST EXTERIOR ELEVATION

EXTERIOR FINISH SCHEDULE

MARK COMPONENT FINISH DESCRIPTION

X1 PRECAST CONCRETE PANEL BUFF ACID ETCH FINISH; MATCH

COLOR AND FINISH OF ADJACENT

MARINE CORPS RESERVE CENTER

X2 ALUMINUM ENTRANCE DOOR AND

GLAZING

COLOR: CLEAR ANODIZED

X3 ANOD. ALUMINUM WINDOW UNITS COLOR: CLEAR ANODIZED

X4 STEEL DOORS AND FRAME FACTORY FINISH, COLOR: MATCH

INSULATED METAL WALL PANEL (X5)

X5 INSULATED METAL WALL PANEL 3" ISOLEREN ML, RIBBED PANEL,

COLOR: "SANDSTONE"

X6 CANOPIES AND SUNSHADES FACTORY FINISH, COLOR:CLEAR

ANODIZED

X7 METAL WALL LOUVER COLOR:CLEAR ANODIZED

X8 O.H. SECTIONAL DOOR / INSUL. CORE

ALUM. UNIT

FACTORY FINISH, COLOR: MATCH

INSULATED METAL WALL PANEL (X5)

X9 INSULATED TRANSLUCENT FIBERGLASS

SANDWICH PANEL WINDOW-WALL

SYSTEM

FACTORY FINISH, COLOR: BONE

WHITE #21B TRIM; CRYSTAL FACE

X10 STANDING SEAM METAL ROOF FACTORY FINISH, COLOR: METALLIC

SILVER

X11 GUTTER, DOWNSPOUT, DOWNSPOUT

BOOTS, AND CONDUCTOR HEADS

FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X12 SNOW GUARD RAIL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X13 TRIM AND FLASHING FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X14 SOFFIT PANEL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X15 SNOW GUARD RAIL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X16 NOT USED NOT USED

X17 SATS CANOPY AND WASH RACK PAINTED STRUCTURAL STEEL

COLUMN. PAINT SHALL MATCH AMSA

ROOF AND TRIM COLOR.

0 8'4' 16'

E V

D I

N A

C C

O R

D A

N C

E W

A M

E N

D M

E N

O V

E V

D I

N A

C C

O R

D A

N C

E W

A M

E N

D M

E N

E C

E V

D I

N A

C C

O R

D A

N C

E W

A M

E N

D M

E N

E C

2Q R

_P la ns -0

FINISH FLOOR

0' - 0"

INSULATED

TRANSLUCENT WALL

BASE

28' - 11"

A-301

T.O. PARAPET

16' - 8"

1 2 3 4 5 6 7 8 9 10 11 12

3" (R-19 MIN.) INSULATED

METAL PANEL (X5)

INSULATED PRECAST

CONCRETE WALL PANEL

WITH 3" RIGID INSULATION

(R-15 MIN) (X1)

PREFINISHED METAL

CONDUCTOR HEAD (X11)

AND DOWNSPOUT (X11) TO

CONCRETE SPLASH BLOCK,

TYP.

ALUMINUM WINDOW, FIXED

(X3), TYP.

INSULATED TRANSLUCENT

FIBERGLASS SANDWICH

PANEL WINDOW-WALL

SYSTEM (X9)

3" (R-19 MIN.) INSULATED

METAL PANEL (X5)

ALUMINUM DOOR, FULL

GLAZED, STYLE AND RAIL

(X2)

PREFINISHED METAL 1X14

FASCIA (X13)

SNOW GUARD RAIL (X12),

TYP.

SNOW GUARD RAIL (X12),

TYP.

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

STANDING SEAM METAL

ROOF, X10

PRE-ENGINEERED

ALUMINUM CANOPY (X6)

PREFINISHED METAL GUTTER AND

DOWNSPOUT (X11)

2.1

BOLLARD, SEE CIVIL DETAILS.

0.9 2.8 4.4

FINISH FLOOR

0' - 0"

FINISH FLOOR

0' - 0"

INSULATED

TRANSLUCENT WALL

BASE

28' - 11"

A-301

T.O. PARAPET

16' - 8"

A-301

INSULATED METAL DOOR

AND FRAME (X4), TYP.

INSULATED METAL DOOR

AND FRAME (X4), TYP.

M L K J H G F E D B A

STANDING SEAM METAL

ROOF, X10

OVERHEAD COILING

DOOR/INSULATED CORE

ALUMINUM UNIT, TYP. (X8)

16' - 9 1/4" 16' - 0" 8' - 0" 24' - 0" 8' - 0" 24' - 0" 12' - 10 3/16"

3" (R-19 MIN.) INSULATED

METAL PANEL (X5)

PRE-ENGINEERED

ALUMINUM CANOPY (X6)

CONTINUOUS PREFINISHED

METAL CLEAT COPING (X13),

TYP.

PREFINISHED METAL 1X14

FASCIA (X13)

PREFINISHED METAL

GUTTER AND DOWNSPOUT

(X11)

FORMED METAL WALL

LOUVER (X7)

FORMED METAL WALL

LOUVER (X7) L2

L3 L3 L1

INSULATED PRECAST

CONCRETE WALL PANEL

WITH 3" RIGID INSULATION

(R-15 MIN) (X1)

SNOW GUARD RAIL (X12),

TYP.

FORMED METAL WALL

LOUVER (X7)

L6 L5

L9L13

A-512

M.2

WALL MOUNTED LIGHT FIXTURE,

SEE ELECTRICAL DRAWINGS

BOLLARD, SEE CIVIL

DETAILS.

SATS CANOPY

STRUCTURE(X17)

SATS CANOPY

SIDEWALL;

SEE SECTION L15/A441

1. CONTRACTOR TO COORDINATE PENETRATIONS WITH MEP DRAWINGS AND

FIELD VERIFY EXACT LOCATION & SIZE OF PENETRATIONS.

2. REFERENCE EXTERIOR FINISH SCHEDULE ON SHEET A-203 FOR EXTERIOR

MATERIALS INDICATED WITH AN (X##).

3. REFER TO SHEET A-130 FOR TYPICAL EXTERIOR ROOF SYSTEMS (ER-1, ER-2,

ER-3) AND SHEET A-311 AND A-312 FOR TYPICAL EXTERIOR WALL SYSTEMS

(EW-1 AND EW-2)

4. EXTERIOR FINISH COLORS AND MATERIALS SHALL COMPLY WITH THE

WRIGHT PATTERSON AFB INSTALLATION FACILITY STANDARDS. REFER TO

STANDARD PRODUCTS AND COLORS LISTED IN THE IFS.

5. REFER TO PRECAST CONCRETE ELEVATIONS (A-210 SERIES DRAWINGS) FOR

PRECAST PANEL DIMENSIONS AND OPENING LOCATIONS.

GENERAL NOTES - ELEVATIONS

US Army Corps of Engineers ®

SHEET ID

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S I D

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S O

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3 5 7 9 11 13 15 17 19

D A

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P a th

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\H E

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/2 /2

A-202

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AMSA

1/8" = 1'-0"A-110

H1 WEST EXTERIOR ELEVATION

1/8" = 1'-0"A-110

A1 NORTH EXTERIOR ELEVATION

EXTERIOR FINISH SCHEDULE

MARK COMPONENT FINISH DESCRIPTION

X1 PRECAST CONCRETE PANEL BUFF ACID ETCH FINISH; MATCH

COLOR AND FINISH OF ADJACENT

MARINE CORPS RESERVE CENTER

X2 ALUMINUM ENTRANCE DOOR AND

GLAZING

COLOR: CLEAR ANODIZED

X3 ANOD. ALUMINUM WINDOW UNITS COLOR: CLEAR ANODIZED

X4 STEEL DOORS AND FRAME FACTORY FINISH, COLOR: MATCH

INSULATED METAL WALL PANEL (X5)

X5 INSULATED METAL WALL PANEL 3" ISOLEREN ML, RIBBED PANEL,

COLOR: "SANDSTONE"

X6 CANOPIES AND SUNSHADES FACTORY FINISH, COLOR:CLEAR

ANODIZED

X7 METAL WALL LOUVER COLOR:CLEAR ANODIZED

X8 O.H. SECTIONAL DOOR / INSUL. CORE

ALUM. UNIT

FACTORY FINISH, COLOR: MATCH

INSULATED METAL WALL PANEL (X5)

X9 INSULATED TRANSLUCENT FIBERGLASS

SANDWICH PANEL WINDOW-WALL

SYSTEM

FACTORY FINISH, COLOR: BONE

WHITE #21B TRIM; CRYSTAL FACE

X10 STANDING SEAM METAL ROOF FACTORY FINISH, COLOR: METALLIC

SILVER

X11 GUTTER, DOWNSPOUT, DOWNSPOUT

BOOTS, AND CONDUCTOR HEADS

FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X12 SNOW GUARD RAIL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X13 TRIM AND FLASHING FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X14 SOFFIT PANEL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X15 SNOW GUARD RAIL FACTORY FINISH, COLOR: MATCH SS

METAL ROOF

X16 NOT USED NOT USED

X17 SATS CANOPY AND WASH RACK PAINTED STRUCTURAL STEEL

COLUMN. PAINT SHALL MATCH AMSA

ROOF AND TRIM COLOR.

0 8'4' 16'

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FINISHED FLOOR

FRAME TYPE A

HOLLOW METAL

FRAME TYPE B

HOLLOW METAL

FRAME TYPE C

ALUMINUM STOREFRONT

SEE SCHEDULE

2" 1' - 10" 2"

FRAME TYPE D

ALUMINUM STOREFRONT

GL-1

2" 1' - 10" 2"

GL-2

SEE SCHEDULE

GL-1

H7D7 H7D7

FINISHED FLOOR

DOOR TYPE N

(NARROW GLAZING)

DOOR TYPE F DOOR TYPE FG

(FULL GLAZING)

DOOR TYPE OC-2

OVERHEAD COILING

(GL-5)

SEE SCHEDULE

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

SEE SCHEDULE

S E

E S

C H

E D

U L E

SEE SCHEDULE

7" 4"

4" 4"

16' - 0"

DOOR TYPE OC-1

OVERHEAD COILING

(GL-5)

24' - 0"

DOOR TYPE HG

(HALF GLAZING)

S E

E S

C H

E D

U L E

SEE SCHEDULE

6" 6"

GL-2

GL-1/

GL-2

GL-2/

GL-4

1. ALL EXTERIOR DOORS SHALL BE INSULATED STEEL, U.N.O.

2. REFERENCE INTERIOR DESIGN DRAWINGS FOR DOOR AND FRAME FINISH

INFORMATION.

3. REFERENCE SPEC SECTION 08 11 13 STEEL DOORS AND FRAMES FOR FURTHER

INFORMATION REGARDING STEEL DOOR AND FRAME REQUIREMENTS.

4. REFERENCE SPEC SECTION 08 14 00 WOOD DOORS FOR FURTHER INFORMATION

REGARDING WOOD DOOR REQUIREMENTS.

5. REFERENCE SPEC SECTION 08 33 23 OVERHEAD COILING DOORS FOR FURTHER

INFORMATION REGARDING OVERHEAD COILING DOOR REQUIREMENTS.

6. REFERENCE SPEC SECTION 08 41 13 ALUMINUM FRAMED ENTRANCES AND

STOREFRONTS FOR FURTHER INFORMATION REGARDING ALUMINUM FRAMED

ENTRANCES AND STOREFRONTS.

8. REFERENCE SPEC SECTION 08 71 00 DOOR HARDWARE FOR FURTHER

INFORMATION REGARDING DOOR HARDWARE REQUIREMENTS.

GENERAL NOTES - DOORS

1. REFERENCE SPEC SECTION 08 81 00 GLAZING FOR FURTHER INFORMATION

REGARDING GLAZING REQUIREMENTS.

2. REFER TO DOOR/FRAME SCHEDULE FOR GLAZING TYPE IN DOORS AND FRAMES.

3. GLAZING TYPE SHALL BE TEMPERED (SAFETY) GLAZING AT THE FOLLOWING

LOCATIONS. LOCATIONS HAVE BEEN DENOTED ON THE WINDOW, DOOR AND FRAME

TYPES DRAWINGS.

A. ALL GLAZED DOORS

B. DOOR SIDELITES LOCATED 24" OR LESS OF VERTICAL EDGE OF THE DOOR IN

THE CLOSED POSITION.

C. ALL WINDOWS WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE

FLOOR AND TOP EDGE OF GLAZING IS GREATER THAN 36" ABOVE THE FLOOR.

GENERAL NOTES - GLAZING

TEMPERED (SAFETY) GLAZING

LEGEND - GLAZING

US Army Corps of Engineers ®

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3 5 7 9 11 13 15 17 19

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2 4 6 8 10 12 14 16 18 20

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A jo h n .j .b ro c k .r v t

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A-611

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AMSA

DOOR SCHEDULE

DOOR

NO.

DOOR

FIRE

RATING GLAZING

FRAME

HDW SET COMMENTS:TYPE

SINGLE/P

AIR

SIZE

MATERIAL FINISH TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

001 FG SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS ALUM ANOD - GL-1 D INS ALUM ANOD K1/A-612 E1/A-612 A1/A-612 AMSA-HW-7

001A FG SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS ALUM ANOD - GL-2 C INS ALUM ANOD A7/A-613 H7/D7/A-613 L7/A-613 AMSA-HW-4

002 N SINGLE 3' - 6" 7' - 0" 0' - 1 3/4" INS MTL PNT 45 MIN GL-4 B INS MTL PNT L2/A-613 H2/A-613 - AMSA-HW-8

100 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

100A N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - GL-2 A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

101 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

101A N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - GL-2 A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

101B F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

102 N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - GL-2 A HM PNT D2/A-613 A2/A-613 - AMSA-HW-1

103 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-2

104 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-13

104A - SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT H12/A-613 L12/A-613 - - CASED OPENING

105 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-2

106 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT D2/A-613 A2/A-613 - AMSA-HW-13

106A - SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" HM PNT - - A HM PNT H12/A-613 L12/A-613 - - CASED OPENING

107A N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - GL-2 A INS MTL PNT - - - AMSA-HW-5

107B N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - GL-2 A INS MTL PNT - - - AMSA-HW-5

107C F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT 45 MIN - B INS MTL PNT L2/A-613 H2/A-613 - AMSA-HW-9

108A OC-1 - 24' - 0" 16' - 0" 0' - 2" MFR FF - GL-5 - MFR FF K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

108B OC-1 - 24' - 0" 16' - 0" 0' - 2" MFR FF - GL-5 - MFR FF K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

108C OC-2 - 16' - 0" 16' - 0" 0' - 2" MFR FF - GL-5 - MFR FF K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

108D OC-2 - 16' - 0" 16' - 0" 0' - 2" MFR FF - GL-5 - MFR FF K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

108E OC-1 - 24' - 0" 16' - 0" 0' - 2" MFR FF - GL-5 - MFR FF K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

108F OC-1 - 24' - 0" 16' - 0" 0' - 2" MFR FF - GL-5 - MFR FF K14/A-612 E14/A-612 A14/A-613 AMSA-HW-14 INSULATED DOOR AND FRAME. PROVIDE POLYCARBONATE VIEWING PANES

109A N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - GL-2 A INS MTL PNT - - - AMSA-HW-5

109B N SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - GL-2 A INS MTL PNT - - - AMSA-HW-5

110A HG PAIR 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - GL-2 B INS MTL PNT L2/A-613 H2/A-613 - AMSA-HW-11

110B F PAIR 6' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-10

113 F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-5

114 F PAIR 6' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-10

115 F PAIR 6' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-10

115A F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT 90 MIN - B INS MTL PNT L2/A-613 H2/A-613 - AMSA-HW-12

116 F PAIR 6' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-10

116A F SINGLE 3' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT 45 MIN - B INS MTL PNT L2/A-613 H2/A-613 - AMSA-HW-12

117 F PAIR 6' - 0" 7' - 0" 0' - 1 3/4" INS MTL PNT - - A INS MTL PNT K8/A-612 E8/A-612 A8/A-613 AMSA-HW-10

1/4" = 1'-0"

FRAME TYPES

1/4" = 1'-0"

DOOR TYPES

GLAZING TYPES

TYPE DESCRIPTION

GL-1 EXTERIOR INSULATED GLASS

GL-2 CLEAR GLASS

GL-3 INSULATED TRANSLUCENT FIBERGLASS PANELS SANDWICH PANEL

WINDOW-WALL SYSTEM

GL-4 FIRE RATED GLASS

GL-5 MFR STANDARD INSULATED VISION PANELS

0 4'2' 8'

E V

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_P la ns -0

FLOOR CLEAN OUT

DOMESTIC HOT WATER

WALL CLEAN OUT

DOMESTIC COLD WATER

DOMESTIC HOT WATER CIRCULATION

SANITARY SEWER

WCO

HWC

FCO

ABBREVIATION DESCRIPTION

VENTV

CONDENSATECD

VENT THRU ROOFVTR

COMPRESSED AIRCA

FLOOR DRAIN (DESIGNATION)FD-1

DIAMETERDIA

WATER SOFTENERWS

DOMESTIC COLD WATER

DOMESTIC HOT WATER 110°F

DOMESTIC HOT WATER RETURN

VENT

SANITARY SEWER

ABBREVIATION PLAN SYMBOLDESCRIPTION

HWR

INDIRECT WASTE

(CONDENSATE)

COMPRESSED AIR CA

TYPICALTYP

2" CW

2" HW

2" HWC

2" V

2" SS

2" IW

2" CA

INVERT ELEVATIONI.E. / INV. ELEV.

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM

COMPRESSED AIR STATIONCAS

CHECK VALVE

GATE VALVE

BALL VALVE

DESCRIPTION PLAN SYMBOLS

GLOBE VALVE

MIXING VALVE IN CABINET

REDUCED PRESSURE

BACKFLOW PREVENTER

IN-LINE PUMP (RECIRCULATION)

3 WAY VALVE

SANITARY CLEAN OUT

EMERGENCY EYE WASH

STATION

HOSE BIBB

FLOOR DRAIN

TRENCH DRAIN

MOISTURE SEPARATOR

(COMPRESSED AIR)

ELEVATION SYMBOLS

NOT SHOWN

REFIRGERATED AIR DRYER -OR- RADON PIPINGRAD

DOMESTIC HOT WATER 125°F HW (125°F)

2" HW (125°F)

EXTERIOR CLEAN OUTECO

BV BALL VALVE (A.K.A. ISOLATION VALVE OR SHUTOFF VALVE)

MV-1 THERMOSTATIC MIXING VALVE (SET TO 110°F LAVS, SINKS, AND SHOWERS)

MV-2 THERMOSTATIC MIXING VALVE (SET TO 85°F FOR EMERGENCY FIXTURES)

FILTER REGULATOR LUBRICATOR ASSEMBLYFRL

FLUID DISTRIBUTION PUMPFDP

WASTE OIL / ANTIFREEZE PUMPWOP

WASTEW

SOFTENED WATERSW

GALLONS PER MINUTEGPM

GALLONS PER FLUSHGPF

ACTIVE SOIL DEPRESSURIZATIONASD

CLEAN OUTCO

GAS (NATURAL GAS)G

GATE VALVEGV

AIR COMPRESSORC

REVOLUTIONS PER MINUTERPM

REDUCED PRESSURE ZONE BACKFLOW PREVENTERRPZ BFP

1. GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH

PLUMBING DRAWING OF THIS SET. NOTES SPECIFIC TO INDIVIDUAL

PLUMBING DRAWINGS WILL BE SHOWN ON THE RESPECTIVE

PLUMBING DRAWING.

2. SITE UTILITIES SHOWN ON SHEETS CU-101 THROUGH CU-504.

3. SANITARY AND VENT DRAWINGS ARE SHOWN ON SHEETS P-101

AND P-103, AND P-402.

4. HOT AND COLD DOMESTIC WATER ARE SHOWN ON SHEETS P-102

AND P-401.

5. NATURAL GAS IS SHOWN ON SHEET P-103.

6. RADON MITIGATION IS SHOWN ON SHEET P-101.

7. PLUMBING DETAILS ARE SHOWN ON SHEETS P-501 THRU P-504.

8. PLUMBING EQUIPMENT SCHEDULES ARE SHOWN ON SHEET P-601, AND

DOMESTIC HOT WATER RECIRCULATING PUMP CONTROLS ARE SHOWN

ON SHEET P-701..

9. ALL WORK SHALL BE INSTALLED PER THE DETAILS PROVIDED

REGARDLESS OF WHETHER OR NOT THE DETAILS ARE CALLED OUT

ON THE PLANS.

10. PROVIDE A COMPLETE SYSTEM OF HOT AND COLD WATER, AND

WASTE AND VENT PIPING TO ALL FIXTURES WITHIN THE BUILDING.

11. THE CONTRACTOR SHALL MAKE TESTS FOR ACCEPTANCE AND

APPROVAL AS REQUIRED BY CODE AND THE REQUIREMENTS OF

APPLICABLE REGULATORY AGENCIES. REQUIRED TESTS SHALL BE

PERFORMED IN THE PRESENCE OF THE GOVERNMENT UNLESS

OTHERWISE WAIVED IN WRITING.

12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,

LICENSES, DOCUMENTS, AND SERVICES RELATED TO INSTALLATION

OF THE WORK.

13. FURNISH ALL LABOR, INSTALL ALL MATERIALS AND EQUIPMENT,

AND INCLUDE ALL SERVICES AND INCIDENTALS PROPER TO THE

INSTALLATIONS OF WORK INVOLVED FOR A COMPLETE AND

OPERATING FACILITY.

14. WHERE TWO OR MORE PRODUCTS OF THE SAME TYPE OF

EQUIPMENT ARE REQUIRED, THE PRODUCTS OF A SINGLE

MANUFACTURER SHALL BE USED.

15. LAYOUT OF PIPING AND EQUIPMENT IS DIAGRAMMATIC. DO NOT

SCALE DRAWINGS.

16. SEAL ALL PIPE, VENT, AND CONDUIT PENETRATIONS THROUGH THE

AIR BARRIER.

17. WATER RISERS SHALL BE INSTALLED ON THE CONDITIONED SPACE

SIDE OF THE BUILDING THERMAL INSULATION.

18. RUN ALL EXPOSED PIPING AS HIGH AS POSSIBLE UNLESS

OTHERWISE NOTED. PROVIDE ANY ADDITIONAL DROPS, RISES,

OR OFFSETS REQUIRED FOR A COMPLETE INSTALLATION.

19. COORDINATE ALL WORK WITH THE OTHER TRADES AND

OBSTRUCTIONS IN ORDER TO RESOLVE ANY CONFLICT THAT MIGHT

ARISE DUE TO THE LOCATION OF EQUIPMENT OR THE USE OF

SPACE.

20. CERTAIN ITEMS SUCH AS RISES AND DROPS IN PIPING, ACCESS

DOORS, ETC., ARE INDICATED ON THE DRAWINGS FOR CLARITY

FOR A SPECIFIC LOCATION AND SHALL NOT BE INTERPRETED AS THE

EXTENT OF THE REQUIREMENTS FOR THESE TYPES OF ITEMS.

21. ROUTING OF ALL PIPING SHALL BE COORDINATED WITH OTHER

TRADES.

22. PIPE SIZES SHALL BE CONTINUED IN THE DIRECTION OF FLOW

UNTIL ANOTHER SIZE IS SHOWN.

23. ARROWS ON PIPES INDICATE DIRECTIONS OF FLOW.

24. WATER, SOIL, WASTE, AND VENT PIPING LINES SHALL BE

CONCEALED IN THE BUILDING CONSTRUCTION, EXCEPT WHERE

INDICATED. RUN ALL HORIZONTAL PIPING ABOVE CEILING UNLESS

OTHERWISE NOTED. CONCEALED PIPING IS NOT REQUIRED IN

THE MECHANICAL ROOMS.

25. CUT OPENINGS, AS REQUIRED, IN THE CONSTRUCTION FOR THE

INSTALLATION OF PIPING AND EQUIPMENT. PATCH AND REPAIR TO

MATCH THE EXISTING ADJACENT CONSTRUCTION.

26. DO NOT INSTALL EQUIPMENT OR PIPING OVER ANY ELECTRICAL

EQUIPMENT OR ELECTRICAL SERVICE SPACE.

27. COORDINATE AND PROVIDE ALL PIPING TRANSITIONS REQUIRED

FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT.

28. SERVICE WASTE & VENT ROUGH-INS INCLUDING FLOOR DRAINS

SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COORDINATE

THE LOCATION OF ROUGH-INS WITH THE ACTUAL EQUIPMENT OR

FIXTURES INSTALLED.

29. VERIFY ACCURACY OF ALL INVERTS AND SET DRAINAGE PIPING TO

THE INDICATED INVERTS. WHEN INVERT ELEVATIONS ARE NOT

INDICATED, HORIZONTAL DRAINAGE PIPING 3 INCHES AND LARGER

SHALL PITCH 1/8 INCH PER FOOT MINIMUM AND PIPING SMALLER

THAN 3 INCHES SHALL PITCH AT ¼ INCH PER FOOT MINIMUM.

30. PROVIDE STOP VALVES AT ALL PLUMBING FIXTURES. PROVIDE

SHUT-OFF VALVES AT ALL NEW ITEMS OF EQUIPMENT. PROVIDE

MAIN AND BRANCH SHUTOFF VALVES AS INDICATED ON THE

DRAWINGS AND AS REQUIRED BY THE SPECIFICATIONS OR

INTERNATIONAL PLUMBING CODE.

31. PROVIDE DRAIN BIBBS AT ALL LOW POINTS OR TRAPPED SECTIONS

OF WATER PIPING. PROVIDE MANUAL AIR VENTS AT ALL HIGH

POINTS AND THE ENDS OF ALL PIPING LOOPS.

32. EXTEND CONDENSATE DRAIN LINES TO NEAREST FLOOR DRAIN

OR AS INDICATED. ALL CONDENSATE DRAIN PIPING SHALL BE

PITCHED DOWN IN DIRECTION OF FLOW A MINIMUM OF 1/8" PER

FOOT.

33. DRAIN PIPING IN MECHANICAL ROOMS SHALL BE ROUTED SO AS

NOT TO CREATE TRIPPING HAZARDS.

34. ALL WALL HYDRANTS AND HOSE BIBBS SHALL BE A MINIMUM OF

1’-6” ABOVE FINISHED FLOOR, EXTERIOR GRADES, OR PAVEMENTS.

PROVIDE AN ACCESSIBLE ISOLATION VALVE NEAR EACH HOSE BIBB

AND WALL HYDRANT.

35. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER

JOINING DISSIMILAR PIPE METALS.

36. LOCATE AND SIZE 4" THICK CONCRETE HOUSEKEEPING PADS AND

CURBS TO COORDINATE WITH ACTUAL EQUIPMENT PURCHASED.

EXTEND PAD BEYOND EQUIPMENT 6" IN ALL DIRECTIONS.

37. PROVIDE CLEARANCES AROUND EQUIPMENT AS RECOMMENDED

BY MANUFACTURER. INSTALL EQUIPMENT TO FACILITATE

SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT OF

EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL, CONNECT

EQUIPMENT FOR EASE OF DISCONNECTING, WITH A MINIMUM OF

INTERFERENCE WITH OTHER INSTALLATIONS.

38. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS,

WHERE REQUIRED, TO SERVICE CONTROLS DEVICES, VALVES, AND

OTHER CONCEALED EQUIPMENT. ACCESS PANEL INSTALLATION SHALL

BE COORDINATED WITH ARCHITECTURAL WORK TO MATCH MATERIALS

AND FINISHES.

39. MAINTAIN A MINIMUM OF 6’-8” CLEARANCE TO UNDERSIDE OF PIPES,

CONDUITS, AND SUSPENDED EQUIPMENT, ETC. THROUGHOUT ACCESS

PANEL ROUTES IN MECHANICAL ROOMS.

40. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS,

FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE

EASILY ACCESSIBLE. ALL VALVES SHALL BE INSTALLED SO THAT THE

VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT

SIDE OF VALVE IS REMOVED. ALL BALANCING VALVES AND BUTTERFLY

VALVES SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM

ADJUSTABLE STOPS (AKA MEMORY STOPS). ALL VALVES (EXCEPT

CONTROL VALVES) AND STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE

REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS.

41. MAKE PROPER PIPING CONNECTIONS TO FIXTURES AND EQUIPMENT

EVEN THOUGH BRANCH MAINS, ELBOWS AND CONNECTIONS ARE NOT

SHOWN.

42. COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE

ROUGHING-IN PLUMBING FIXTURES.

43. PROTECT COPPER PIPING AGAINST CONTACT WITH MASONRY OR

DISSIMILAR METALS, HANGERS, SUPPORTS, ANCHORS AND CLIPS

SHALL BE COPPER OR COPPER PLATED.

45. PROVIDE ALL LABOR MATERIAL AND EQUIPMENT REQUIRED FOR THE

COMPLETION AND OPERATION OF ALL SYSTEMS IN THIS SECTION OF

WORK IN ACCORDANCE WITH CONTRACT PLANS, SPECIFICATIONS AND

ALL APPLICABLE STATE AND LOCAL CODES.

46. TOP SLAB-ON-GRADE FINISH FLOOR ELEVATION ARE (0' - 0")

UNLESS OTHERWISE NOTED.

47. EQUIPMENT (PIPING, DUCTWORK, ETC.) THAT DOES NOT SERVE THE TR

SHALL NOT BE INSTALLED ABOVE OR IN THESE SPACES, NOR WILL

THIS EQUIPMENT PASS THROUGH OR ENTER THE TR.

48. ALL GAS METERS, WATER METERS, AND SUBMETERS ARE TO BE

CONNECTED TO THE AMRS NETWORK. IN ADDITION, VISUAL METER

READING METHOD IS TO BE PROVIDED. SEE MECHANICAL DRAWINGS,

SHEETS M-726 AND M-727.

49. EQUIPMENT (PIPING, DUCTWORK, MACHINERY, ETC.) THAT DOES NOT

SERVE THE TELECOMMUNICATIONS ROOM (TR) SHALL NOT BE INSTALLED

ABOVE, BELOW (E.G. IN OR UNDER SLAB) OR IN THESE

TELECOMMUNICATIONS SPACES NOR WILL THIS EQUIPMENT PASS

THROUGH OR ENTER THE TR.

50. WHERE EQUIPMENT, FIXTURES, PIPING, DUCTWORK, OR OTHER

APPURTENANCES ARE MOUNTED TO, OR SUPPORTED FROM, RATED

WALLS, PROVIDE FIRESTOPPING AT ATTACHMENT PENETRATIONS TO

MAINTAIN WALL RATING IN ACCORDANCE WITH SPEC SECTION 07 84 00

FIRESTOPPING.

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PLUMBING PIPING LEGEND

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AIR COMPRESSOR SCHEDULE

MARK LOCATION

AIRFLOW

(ACFM)

REMARKSTYPESYSTEM

RECEIVER

TANK

(GALLONS)

MECH RM 116 COMPRESSED

AIR

ROTARY

SCREW

PRESSURE

(PSI)

HP ELECTRICAL

(V/PH/HZ)

460/3/60120 15AC-1 1-4

REFRIGERATED AIR DRYER SCHEDULE

MARK LOCATION

AIRFLOW

(CFM @

100 PSIG)

REMARKSTYPESYSTEM

MECH RM 116 COMPRESSED

AIR

ROTARY

SCREW

MAX.

PRESSURE

(PSI)

ELECTRICAL

(V/PH/HZ)

115/1/60RAD-1 1

FLUID DISTRIBUTION PUMP SCHEDULE

DESIG. TYPE TOTAL

REQ'D

SYSTEM PUMP

RATIO

MAX. AIR

SUPPLY

PRESSURE

(PSIG)

REMARKS

FDP-1.

PNEUMATIC WALL

MOUNTED

POSITIVE

DISPLACEMENT

PUMP

TRANSMISSION

FLUID (80/90)

5:1 150

FDP-2. 1

ENGINE

COOLANT

(PROP. GLYCOL

BASED)

5:1

FDP-3.

PNEUMATIC WALL

MOUNTED

POSITIVE

DISPLACEMENT

PUMP

1 DEXRON 5:1 150

FDP-4.

PNEUMATIC WALL

MOUNTED

POSITIVE

DISPLACEMENT

PUMP

15-40 ENGINE OIL

5:1

FDP-5.

PNEUMATIC WALL

MOUNTED

POSITIVE

DISPLACEMENT

PUMP

10W OIL

5:1 150

USED OILWOP-1.

PNEUMATIC WALL

MOUNTED

POSITIVE

DISPLACEMENT

PUMP

1 1:1 100

USED

ANTIFREEZE

WOP-2.

PNEUMATIC WALL

MOUNTED

POSITIVE

DISPLACEMENT

PUMP

1 1:1 100

DUAL- DIAPHRAGM TYPE, PROVIDE WITH

PUMP STATION INCLUDING WALL MOUNT

AND START-STOP CONTROLS

DUAL- DIAPHRAGM TYPE, PROVIDE WITH

PUMP STATION INCLUDING WALL MOUNT

AND START-STOP CONTROLS

GPM

PNEUMATIC WALL

MOUNTED

POSITIVE

DISPLACEMENT

PUMP

NOTES;

1. PUMPS SHALL BE SELECTED TO MATCH THE TANK SIZE THAT THE PUMP SERVES.

275 GALLON TANK

330 GALLON TANK

275 GALLON TANK

55 GALLON DRUM

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PLUMBING FIXTURE SCHEDULE

MARK FIXTURE DESCRIPTION MOUNTING QTY

FLOW

FIXTURE FLUSH FIXTURE PIPE SIZE FIXTURE UNITS

REMARKS

MAX WATER

FLOW

MAX VOL. PER

FLUSH WASTE CW HW WASTE CW HW

P-1 WATER CLOSET WALL 1 1.28 gal 4” 1” 4 6 0 PROVIDE AN ADJUSTABLE SINGLE OR DOUBLE FLOOR-MOUNTED WALL CARRIER.

P-1A WATER CLOSET (HANDICAP) WALL 2 1.28 gal 4” 1” 4 6 0 PROVIDE AN ADJUSTABLE SINGLE OR DOUBLE FLOOR-MOUNTED WALL CARRIER.

P-2 URINAL WALL 1 0.125 gal 2” 3/4” 2 5 0

P-3 LAVATORY (COUNTERTOP) COUNTER 2 0.35 GPM 1-1/4” 1/2” 1/2” 1 1.5 1.5

P-4 SHOWER STALL FLOOR 1 1.50 GPM 2” 1/2” 1/2” 2 1 1

P-4A SHOWER STALL FLOOR 2 1.50 GPM 2” 1/2” 1/2” 2 1 1

P-5 WATER COOLER (BI-LEVEL (2 FOUNTAINS PER FIXTURE)) WALL 1 0.27 GPM 1-1/4” 1/2” 0.5 0.25 0

P-6 SERVICE SINK FLOOR 1 1.50 GPM 2” 3/4” 3/4” 2 2.25 2.25

P-7 BREAK ROOM SINK WALL 1 0.50 GPM 1-1/2” 1/2” 1/2” 2 3 3

P-8 EMERGENCY EYE RINSE BOTTLE STATION WALL 1

P-9 HOSE BIBB WALL 9

P-10 WALL HYDRANT WALL 10 0.00 GPM 3/4" 0 1.5 0 FREEZE PROOF

P-11 EMERGENCY EYEWASH/SHOWER FLOOR / WALL 5 ROOM NUMBERS 114, 115, & 117 HAVE GRATED FLOORS; MOUNT TO, OR SUPPORT FROM, WALLS/STRUCTURE AS NEEDED.

P-12 WASH SINK FLOOR 1 2 1.5 1.5

P-14 EMERGENCY EYE/FACE WASH FLOOR / WALL 1 3.00 GPM

FLOOR DRAIN SCHEDULE

ID DESCRIPTION QTY

WASTE

NOTES

PIPE

SIZE DFU

FD-1 FLOOR DRAIN 1 3" 5 1

WATER HEATER SCHEDULE

ID DESCRIPTION

LOCATION

TYPE QTY

HEAT EXCHANGER

VOLT PH FREQ REMARKS

ROOM

NUMBER ROOM NAME

GAS BURNER CAPACITY WATERSIDE

INPUT

MIN

EFF

DESIGN FLOW

LWT

DESIGN

TEMP RISE

MIN @ 75° TEMP

RISE MAX

WH-1 CONDENSING TANKLESS GAS WATER HEATER 116 MECHANICAL INSTANTANEOUS NATURAL GAS 1 199000 Btu/h 93.0% 5.0 GPM 10 GPM 125 °F 75 °F 120 V 1 60 Hz SEE NOTES 1-5

WH-2 CONDENSING TANKLESS GAS WATER HEATER 116 MECHANICAL INSTANTANEOUS NATURAL GAS 1 199000 Btu/h 93.0% 5.0 GPM 10 GPM 125 °F 75 °F 120 V 1 60 Hz SEE NOTES 1-5

WH-3 THREE PHASE ELECTRIC TANKLESS WATER HEATER 108 REPAIR BAYS INSTANTANEOUS ELECTRIC 1 20 GPM 68 °F 18 °F 460 V 3 60 Hz 54 KW HEATER, SEE NOTE 6

WH-4 THREE PHASE ELECTRIC TANKLESS WATER HEATER 108 REPAIR BAYS INSTANTANEOUS ELECTRIC 1 20 GPM 68 °F 18 °F 460 V 3 60 Hz 54 KW HEATER, SEE NOTE 6

DOMESTIC HW CIRCULATING PUMP SCHEDULE

ID TYPE

PUMP MOTOR

FLA VOLT PH FREQ REMARKSDESIGN FLOW HEAD POWER RPM

HWCP-1 IN-LINE CENTRIFUGAL 2.2 GPM 12.0 FT 0.060 hp 1440 0.55 A 115 V 1 60 Hz 1

PLUMBING EXPANSION TANK SCHEDULE

MARK LOCATION SERVICE TYPE

MINIMUM TANK MAX.

WORKING

PRESSURE

(PSIG) NOTESVOLUME

ACCEPTANCE

VOLUME

PET-1 116 MECH DOMESTIC. HOT WATER DIAPHRAM 3.4 gal 1.2 gal 60 1

NOTES:

1. WATER HEATER RUN TIMES SHALL BE MONITORED BY THE BUILDING DDC CONTROLS.

2. WATER HEATERS SHALL BE INTERCONNECTED AND COMMUNICATE TO STAGE AND MODULATE BURNERS TO MATCH THE LOAD.

3. PROVIDE GAS REGULATOR (1 PSI TO 7 IN W.C.).

4. PROVIDE WITH CONDENSATE NEUTRALIZATION KIT.

5. MINIMUM CAPACITY TURNDOWN 10:1.

6. WATER HEATERS (WH-3 & WH-4) EACH CONNECTED TO AND SUPPLY AN EMERGENCY SHOWER/EYEWASH FIXTURE (P-11) WITH TEPID WATER (60-90 F).

WATER SOFTENER

MARK

FLOW (GAL.)

CONT./PEAK

PRESSURE

DROP (PSI)

RESIN TANK H x

DIA. (INCHES) PIPE SIZE (IN)

RESIN VOL

(FT^3)

WATER TREATED

PER CYCLE (GAL.)

BRINE TANK H x

DIA. (INCHES) GALLONS/CYCLE

DRAIN FLOW

(GPM)

ELECTRICAL

WEIGHT (LBS)VOLTS PH AMPS

WS-1 45/65 15/25 65.2"x16" 2" 4 1500 50" x 30" 6000 8 120 1 1.5 1500

WS-2 45/65 15/25 65.2"x16" 2" 4 1500 50" x 30" 6000 8 120 1 1.5 1500

NOTES:

1. PROVIDE A SHOP FABRICATED SKID WITH ALL COMPONENTS MOUNTED, PLUMBED, AND WIRED FOR A SINGLE POINT CONNECTION FOR WATER INLET, SOFT WATER OUTLET, 1-1/2" DRAIN, ELECTRICAL AND COMMUNICATIONS.

2. PROVIDE A PROGRESSIVE FLOW DUPLEX CONTROLLER TO SEQUENCE THE RESIN (BRINE) TANK VALVES.

3. PROVIDE A DDC CONTROL INTERFACE COMPATIBLE WITH THE BUILDING MANAGEMENT SYSTEM TO PROVIDE ACCESS TO ALL DATA POINTS IN THE CONTROLLERS, TIMES, AND SEQUENCERS WITH A MINIMUM OF RESIN TANK

REGENERATION, FLOW AND SYSTEM ALARMS.

NOTES:

1. ASME, PRE-CHARGED 40PSIG, 14.0" HEIGHT X 10" DIAMETER

NOTES:

1. PROVIDE TRAP GUARD FOR ALL EMERGENCY FLOOR DRAINS.

NOTES:

1. ECM MOTOR

NOTES:

1. PROVIDE WITH INTEGRATED FLOOR MOUNTED ASME RATED TANK WITH VIBRATION ISOLATION UNDER FEET.

2. PROVIDE WITH STARTER, ALTERNATOR, PRESSURE REGULATOR AND AUTOMATIC TANK, AND NO-LOSS ELECTRONIC DRAIN.

3. DDC SHALL MONITOR ON/OFF STATUS.

4. COMPRESSOR SYSTEM SHALL BE RATED FOR CONTINUOUS DUTY CYCLE

NOTES:

1. HIGH TEMPERATURE CYCLING REFRIGERATED AIR DRYER FROM THE SAME MANUFACTURER AS THE AIR COMPRESSOR MANUFACTURER.

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REFRIGERANT LINE SET PIPINGRL

SUPPLY AIRSA

RETURN AIRRA

CEILING RETURN GRILLE

CEILING EXHAUST GRILLE

CEILING SUPPLY DIFFUSER

VOLUME DAMPER

CEILING TRANSFER AIR GRILLE

SIDE WALL SUPPLY DIFFUSER

SIDE WALL RETURN GRILLE

DIFFUSER MARK/CFM CALLOUT

"X"

"X" CFM

FIRE DAMPER

EMERGENCY SHUTOFF SWITCH

MMOTOR OPERATED DAMPER

THERMOSTAT

T-XX

SSMOKE DAMPER

RH RH-XXRELATIVE HUMIDITY SENSOR

FLEXIBLE DUCT

SECTION MARKER

X-XXX

COMBINATION THERMOSTAT & RH SENSOR

TH-XX

PS PS-XXDIFFERENTIAL PRESSURE SENSOR

MAXIMUM VENTILATION OVERRIDE BUTTON

(1-HOUR TIMER) MO

FURNACEF

REFRIGERANT LIQUID LINE (SUPPLY)

ABBREVIATION PLAN SYMBOLDESCRIPTION

RLL

REFRIGERANT SUCTION LINE

(RETURN)

RSL

1/2" RLL

3/4" RSL

HYDRONIC HOT WATER SUPPLY HWS

HYDRONIC HOT WATER RETURN HWR

2" HWS

2" HWR

DESCRIPTION PLAN SYMBOLS ABBREVIATION DESCRIPTION

DUCT MOUNTED SMOKE DETECTORDSD

DUCTLESS SPLIT SYSTEMDSS

EXHAUST AIREA

(POL) FLUID DISTRIBUTION PUMPFDP

COMBUSTION AIR (EXHAUST)FLUE

DUCTLESS SPLIT CONDENSING UNITDCU

CONDENSING UNITCU

OUTDOOR AIR OA

TRANSFER AIRTA

DIAMETERDIA

TYPICALTYP

MOTORIZED DAMPERMD

COMBUSTION AIR (SUPPLY)C/A

PETROLEUM, OIL, AND LUBRICANTSPOL

BALL VALVEBV

PENTHOUSE LOUVERPL

PRESSURE SENSOR (DUCT / BUILDING)PS - (D / B)

UNIT HEATERUH

VOLUME DAMPERVD

BOTTOM OF DUCTBOD

AIR FLOW MEASUREMENT APPARATUS / STATIONAFMA

CONCENTRIC COMBUSTION AIR / EXHAUST VENT

THROUGH ROOF (OR WALL)

C-VTR

HOT WATERHW

DUCTED RESISTANCE HEATERDEH

DIFFERENTIAL PRESSURE TRANSDUCERDPT

MANUAL OVERRIDE (SET VENTILATION RATE TO MAX FOR 1 HOUR)MO

CONDENSATE PIPING (MIN. 1/8" / 12" HORIZ. SLOPE)CD

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MECHANICAL SYMBOL LEGEND MECHANICAL ABBREVIATIONS

1. GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH

MECHANICAL DRAWING OF THIS SET. NOTES SPECIFIC TO INDIVIDUAL

MECHANICAL DRAWINGS WILL BE SHOWN ON THE RESPECTIVE

MECHANICAL DRAWING.

2. SECTION DRAWINGS ARE ON M-300 SERIES SHEETS. ENLARGED

DRAWINGS ARE ON M-400 SERIES SHEETS. ISOMETRIC DRAWINGS ARE ON

M-900 SERIES SHEETS.

3. DETAILS ARE SHOWN ON M-500 SERIES SHEETS.

4. ALL WORK SHALL BE INSTALLED PER THE DETAILS PROVIDED

REGARDLESS OF WHETHER OR NOT THE DETAILS ARE CALLED OUT ON

THE PLANS.

5. EQUIPMENT SCHEDULES ARE SHOWN ON M-600 SERIES SHEETS.

6. CONTROL DRAWINGS ARE ON M-700 SERIES SHEETS. REQUIREMENTS

SHOWN IN THE CONTROLS DRAWINGS APPLY TO FIELD INSTALLED

CONTROLS, PACKAGED CONTROLS, AND INTERLOCKS.

7. THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH

MANUFACTURER RECOMMENDATIONS , THE INTERNATIONAL MECHANICAL

CODE, AND NFPA STANDARDS AND SPECIFICATIONS.

8. THE CONTRACTOR SHALL MAKE TESTS FOR ACCEPTANCE AND APPROVAL

AS REQUIRED BY CODE AND THE REQUIREMENTS OF APPLICABLE

REGULATORY AGENCIES. REQUIRED TESTS SHALL BE PERFORMED IN THE

PRESENCE OF THE GOVERNMENT UNLESS OTHERWISE WAIVED IN

WRITING.

9. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES,

DOCUMENTS, AND SERVICES RELATED TO INSTALLATION OF THE WORK.

10. FURNISH ALL LABOR, INSTALL ALL MATERIALS AND EQUIPMENT, AND

INCLUDE ALL SERVICES AND INCIDENTALS PROPER TO THE

INSTALLATIONS OF WORK INVOLVED FOR A COMPLETE AND OPERATING

FACILITY.

11. WHERE TWO OR MORE PRODUCTS OF THE SAME TYPE OF EQUIPMENT

ARE REQUIRED, THE PRODUCTS OF A SINGLE MANUFACTURER SHALL BE

USED.

12. ROOF PENETRATIONS SHALL NOT VOID OR DIMINISH THE ROOF AND

ASSOCIATED MATERIAL WARRANTIES.

13. LAYOUT OF PIPING AND DUCTWORK IS DIAGRAMMATIC. DO NOT SCALE

DRAWINGS. RUN ALL EXPOSED PIPING AND DUCTWORK AS HIGH AS

POSSIBLE UNLESS OTHERWISE NOTED. PROVIDE ANY ADDITIONAL

DROPS, RISES, OR OFFSETS REQUIRED FOR A COMPLETE INSTALLATION.

14. SEAL ALL PIPE, DUCT, VENT, AND CONDUIT PENETRATIONS THROUGH THE

AIR BARRIER.

15. COORDINATE ALL WORK WITH THE OTHER TRADES AND OBSTRUCTIONS

IN ORDER TO RESOLVE ANY CONFLICT THAT MIGHT ARISE DUE TO THE

LOCATION OF EQUIPMENT OR THE USE OF SPACE.

16. PIPE AND DUCT SIZES SHALL BE CONTINUED IN THE DIRECTION OF FLOW

UNTIL ANOTHER SIZE IS SHOWN.

17. ARROWS ON DUCTS AND PIPES INDICATE DIRECTIONS OF FLOW.

18. RUN ALL HORIZONTAL PIPING AND DUCTWORK ABOVE CEILING UNLESS

OTHERWISE NOTED.

19. DUCTWORK SIZES ARE INSIDE CLEAR DIMENSIONS.

20. CUT OPENINGS, AS REQUIRED, IN THE CONSTRUCTION FOR THE

INSTALLATION OF PIPING, DUCTWORK, AND EQUIPMENT. PATCH AND

REPAIR TO MATCH THE EXISTING ADJACENT CONSTRUCTION AND TO

MAINTAIN THE RATING OF CONSTRUCTION. THE ANNULAR SPACE OF ALL

PENETRATIONS SHALL BE FILLED WITH AN APPROVED MATERIAL IN

COMPLIANCE WITH UL ASSEMBLY REQUIREMENTS OR SOUND

TRANSMISSION CLASS REQUIREMENTS.

21. MAKE DUCT PENETRATIONS OF ALL WALLS WITH SHEET METAL DUCTS.

FLEXIBLE DUCT PENETRATIONS OF WALLS ARE NOT ACCEPTABLE.

22. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT

LOCATION OF DIFFUSERS, REGISTERS, AND GRILLES.

23. ALL ELBOWS IN DUCTWORK SHALL BE RADIUS ELBOWS UNLESS

OTHERWISE NOTED. WHERE SQUARE ELBOWS ARE SHOWN, INSTALL

TURNING VANES.

24. DO NOT INSTALL EQUIPMENT, PIPING OR DUCTWORK OVER ANY

ELECTRICAL EQUIPMENT OR ELECTRICAL SERVICE SPACE.

25. LOCATE THERMOSTATS 54" ABOVE FINISHED FLOOR OR AS NOTED ON

THE PLANS.

26. DUCTS TO DIFFUSERS, REGISTERS, AND GRILLES SHALL BE SAME SIZE AS

DIFFUSER NECK UNLESS OTHERWISE NOTED.

27. FLEX DUCT SHALL NOT BE MORE THAN 5-FT IN LENGTH AND SHALL BE

INSTALLED FREE OF KINKS AND ABRUPT TURNS. MAXIMUM UNSUPPORTED

LENGTH SHALL BE 3-FT. FLEXIBLE DUCT SHALL NOT BE USED IN RETURN

AND EXHAUST SYSTEMS.

GENERAL NOTES

28. PROVIDE VOLUME DAMPER WITH LOCKING QUADRANT AT ALL DUCT

RUNOUT TO DIFFUSERS OR GRILLES AND AT ANY OTHER LOCATION

NECESSARY TO BALANCE THE AIRSIDE SYSTEM TO THE AIR FLOW RATES

SHOWN. PROVIDE STAND-OFF LOCKING QUADRANT STEM WHERE

INSULATION IS TO BE INSTALLED ON THE DUCTWORK.

29. PROVIDE DYNAMIC FIRE DAMPERS IN ACCORDANCE WITH THEIR U.L.

LISTING AND THE REQUIREMENTS OF NFPA-90A.

30. COORDINATE AND PROVIDE ALL DUCT AND PIPING TRANSITIONS

REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED

EQUIPMENT..

31. LOCATE AND SIZE 6" THICK CONCRETE HOUSEKEEPING PADS AND CURBS

TO COORDINATE WITH ACTUAL EQUIPMENT PURCHASED. EXTEND PAD

BEYOND EQUIPMENT 6" IN ALL DIRECTIONS.

32. BOTTOM OF OUTDOOR AIR INTAKE LOUVERS SHALL BE LOCATED A

MINIMUM 10'-0" ABOVE FINISHED FLOOR.

33. PROVIDE LOW-LEAKAGE DAMPERS AT ALL OUTSIDE AIR, RELIEF AIR, AND

EXHAUST AIR CONNECTIONS TO THE EXTERIOR. LOW-LEAKAGE DAMPERS

SHALL HAVE A MAXIMUM LEAKAGE OF 3 CFM/SF WITH A DIFFERENTIAL

PRESSURE OF 1 INCH OF WATER GAUGE ACROSS THE DAMPER.

34. ALL EQUIPMENT 31 LBS OR MORE INSTALLED OVERHEAD SHALL BE

BRACED TO WITHSTAND FORCES OF 0.5 TIMES THE EQUIPMENT RATE IN

THE HORIZONTAL DIRECTION AND 1.5 TIMES THE EQUIPMENT RATE IN THE

VERTICAL DIRECTION.

35. PROVIDE CLEARANCES AROUND EQUIPMENT AS RECOMMENDED BY

MANUFACTURER. EQUIPMENT SHALL BE INSTALLED TO ALLOW FILTERS,

COILS, AND TUBES FULL CLEARANCE SPACE TO BE REMOVED WITHOUT

CUTTING OR REMOVAL OF EXISTING ADJACENT EQUIPMENT, WALLS,

ROOF, OR STRUCTURE. INSTALL MECHANICAL EQUIPMENT TO FACILITATE

SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT OF

EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL, CONNECT

EQUIPMENT FOR EASE OF DISCONNECTING, WITH A MINIMUM OF

INTERFERENCE WITH OTHER INSTALLATIONS.

36. PROVIDE ACCESS PANELS FOR INSTALLATION IN DUCTWORK, WALLS, AND

CEILINGS, WHERE REQUIRED, TO SERVICE CONTROLS DEVICES,

DAMPERS, VALVES, DUCTWORK, SMOKE DETECTORS, AND OTHER

CONCEALED MECHANICAL EQUIPMENT. ACCESS PANEL INSTALLATION

SHALL BE COORDINATED WITH ARCHITECTURAL WORK TO MATCH

MATERIALS AND FINISHES.

37. MAINTAIN A MINIMUM OF 6’-8” CLEARANCE TO UNDERSIDE OF PIPES,

DUCTS, CONDUITS, SUSPENDED EQUIPMENT, ETC. IN MECHANICAL

ROOMS.

38. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS,

FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE EASILY

ACCESSIBLE. ALL VALVES SHALL BE INSTALLED SO THAT THE VALVE

REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE

OF VALVE IS REMOVED. ALL BALANCING VALVES AND BUTTERFLY VALVES

SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM

ADJUSTABLE STOPS (AKA MEMORY STOPS). ALL VALVES (EXCEPT

CONTROL VALVES) AND STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE

REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS.

39. ALL CONTROL WIRING EXCEPT IN EQUIPMENT ROOMS SHALL BE RUN

CONCEALED. WIRING IN WALLS SHALL BE IN CONDUIT. CONTROL WIRING

IN EXPOSED AREAS SHALL BE BUNDLED AND SECURED OR RUN IN

CONDUIT. CONTROL WIRING IN MECHANICAL ROOMS SHALL BE RUN IN

CONDUIT. NO WIRING SHALL BE SURFACE MOUNTED IN FINISHED SPACES.

ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH NATIONAL

ELECTRICAL CODE. ALL WIRING SHALL BE PLENUM RATED.

40. COORDINATE EQUIPMENT ELECTRICAL REQUIREMENTS WITH ELECTRICAL

DRAWINGS.

41. EXTEND CONDENSATE DRAIN LINES TO NEAREST FLOOR DRAIN OR AS

INDICATED. ALL CONDENSATE DRAIN PIPING SHALL BE TRAPPED AND

PITCHED DOWN IN DIRECTION OF FLOW A MINIMUM OF 1" PER 8 FEET. DO

NOT BEND OR TWIST WHEN INSTALLING.

42. COMBUSTION AIR, FLUE AIR, VENT PIPE, AND DUCT WITH EXTERIOR

LOCATED INLETS AND OUTLETS WITH OPENINGS GREATER THAN 1" SHALL

BE INSTALLED WITH A BIRD SCREEN.

43. DUCTWORK TO BE INSTALLED AND TESTED IN ACCORDANCE TO SMACNA

STANDARDS SHOWN ON SHEET M-603 "DUCTWORK CONSTRUCTION AND

LEAKAGE TESTING TABLE".

44. EMERGENCY SHUTOFF SHALL BE WIRED TO SHUT DOWN AIR

DISTRIBUTION AND EXHAUST SYSTEMS THROUGH OUT THE BUILDING AND

CLOSE ALL DAMPERS LEADING TO OUTSIDE. THE SWITCH SHALL BE

CAPABLE OF SHUTTING DOWN ALL REQUIRED SYSTEMS AND

CLOSING ALL REQUIRED DAMPERS, EVEN IF THE LOCAL

HAND/OFF/AUTO SWITCH IS IN THE HAND POSITION, WITHIN 30 SECONDS

OF SWITCH ACTIVATION.

45. ALL EXPOSED DUCTWORK SHALL HAVE AN INNER AND OUTER METAL

WALL WITH INSULATION SANDWITCHED IN BETWEEN. THE OUTER METAL

SURFACE SHALL BE PAINTED. SEE INTERIORS DRAWINGS SET FOR

ADDITIONAL INFORMATION.

46. TWO SEPARATE EMERGENCY SHUTOFF BUTTONS, ONE FOR THE ADMIN /

SUPPORT AREA (ES-1) ONE FOR THE REPAIR BAYS (ES-2), SHALL BE WIRED

TO SHUT DOWN AIR DISTRIBUTION AND EXHAUST SYSTEMS FOR THEIR

RESPECTIVE PORTIONS OF THE BUILDING. EACH SHUTOFF SHALL CLOSE

ALL DAMPERS LEADING TO OUTSIDE, FOR THE RESPECTIVE AREA

SERVED. THE SWITCH SHALL BE CAPABLE OF SHUTTING DOWN ALL

REQUIRED SYSTEMS AND CLOSING ALL REQUIRED DAMPERS, EVEN IF THE

LOCAL HAND/OFF/AUTO SWITCH IS IN THE HAND POSITION, WITHIN 30

SECONDS OF SWITCH ACTIVATION. FOR SYSTEM ASSIGNMENTS SEE

EQUIPMENT SEQUENCES OF OPERATION IN M-700 CONTROLS SHEETS.

47. LABEL AND TAG ALL MECHANICAL EQUIPMENT. ALSO LABEL CEILING GRID

WHERE MECHANICAL EQUIPMENT IS LOCATED ABOVE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 27, 2023.