Am_0002-Drawings.pdf

PDF 4 MB Posted Apr 2, 2021

Attached to: Physical Fitness Facility at Fort Carson, Colorado
Solicitation number: W9128F21R0002
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and specifications for a Physical Fitness Facility project at Fort Carson, Colorado. The project involves construction of a new facility to include a gymnasium, fitness rooms, locker rooms, and support spaces. Drawings cover site plans, floor plans, elevations, sections, and construction details. Specifications address precast concrete, structural steel, mechanical, plumbing, electrical, and telecommunications systems. The solicitation number for the project is W9128F21R0002. The contracting agency is the U.S. Army Corps of Engineers Engineering District Omaha. Required construction work includes installation of structural framing, exterior walls, roofing, utilities, and communications infrastructure.

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Other files

File	Type	Posted
Am_0005.pdf	PDF	Apr 13, 2021
Am_0004.pdf	PDF	Apr 9, 2021
Am_0003.pdf	PDF	Apr 8, 2021
Am_0002.pdf	PDF	Apr 2, 2021
Am_0001-Drawings.pdf	PDF	Mar 25, 2021
Am_0001.pdf	PDF	Mar 25, 2021
Drawings FCDY ADVERTISEMENT.PDF	PDF	Mar 4, 2021
W9128F-21-R-0002-FCDY_Specs.pdf	PDF	Mar 4, 2021
General Decision Number_CO20210022.pdf	PDF	Mar 4, 2021

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6" 1'

1/ 2"

2' - 0" 3" 3' - 0" 3' - 0" 3' - 0"

1' - 0" 1' - 0"3" 3' - 0" 3' - 0" 3' - 0"

SOLID SURFACE

COUNTERTOP WITH

BACKSPLASH

TOE KICK W/ BASE

AS SCHED.

ANGLED CORNED UNIT

UPPER CABINET

ABA COMPLIANT

DISHWASER

D A-450

BASE CABINETS

UPPER CABINETS

2' - 11 3/4" 2' - 6" 3' - 0" 3"

1' - 0" 1' - 0"

2' - 0"3"3' - 0"2' - 6"

6" 1'

1/ 2"

SOLID SURFACE

COUNTERTOP WITH

BACKSPLASH

FULL SIZE

REFRIGERATOR

TOE KICK W/ BASE

AS SCHED.

ANGLED CORNED

UNIT UPPER

CABINET

C A-450

D A-450

BASE CABINETS

UPPER CABINETS

5' - 7" 5"2' - 0"

1/2"

6' - 0"2' - 1"

1/2" 1/2"

C A-452

D A-452A-452

10' - 0"

OPEN CELL CEILING SYSTEM

WITH 8" EDGE PROFILE AND

2' X 2' GRID

STAINLESS STEEL

AIRCRAFT CABLE

SUPSENSION W/

TURNBUCKLES -

SUSPEND PER

MFR'S

INSTRUCTIONS

SUPPORT ANGLE

MTL SLIDING DOOR

PULL - TYP

2' - 0"3"3' - 0"3"1' - 3"1' - 3"

1/2" 1/2" 1/2"

6' - 0" 2' - 1"

B A-452

A A-452

A-452 A

OPP

10' - 0"

OPEN CELL CEILING SYSTEM

WITH 8" EDGE PROFILE AND

2' X 2' GRID

STAINLESS STEEL

AIRCRAFT CABLE

SUPSENSION W/

TURNBUCKLES -

SUSPEND PER

MFR'S

INSTRUCTIONS

SUPPORT ANGLE

2' - 0" 3" 3' - 0" 3" 3' - 0" 3" 3' - 0" 3"

MTL SLIDING

DOOR PULL - TYP

A-452 A

1/2" 1/2"

2' - 1" 12' - 0"

A A-452

A-452 C

SIM

10' - 0"

OPEN CELL CEILING SYSTEM

WITH 8" EDGE PROFILE AND

2' X 2' GRID - CENTERED

OVER DESK

STAINLESS STEEL

AIRCRAFT CABLE

SUPSENSION W/

TURNBUCKLES -

SUSPEND PER

MFR'S

INSTRUCTIONS

7 CUBBIES @ 20" CLR WIDE

C U

C A-451

SCRIBE 7 CUBBIES @ 20" CLR WIDE SCRIBE

C U

C A-451

0" C

5 CUBBIES @ 20" CLR WIDE

C A-451

55" DIA TV (A/V

BID) ON WTB

(BASE BID)

EQ EQ

2' - 10 5/8" 10' - 0" 2' - 10 5/8"

OPEN CELL CEILING

SYSTEM WITH 8" EDGE

PROFILE AND 2' X 2'

GRID - CENTERED

OVER DESK

STAINLESS STEEL AIRCRAFT

CABLE SUPSENSION W/

TURNBUCKLES - SUSPEND PER

MFR'S INSTRUCTIONS

CCTV CAMERA -

SEE ELECTRICAL

CCTV CAMERA -

SEE ELECTRICAL

0" C

10 CUBBIES @ 20" CLR WIDE

2' - 0" FROM ADJ OPENING

C A-451

82" DIA TV (A/V BID)

ON WTB (BASE BID)

℄10' - 0" 13' - 0" 13' - 0" 11' - 4"℄ ℄

3' - 0" 3' - 0"

82" DIA TV (A/V BID)

ON WTB (BASE BID)

82" DIA TV (A/V BID)

ON WTB (BASE BID)

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

N U

1 2 3 4 5

A-441

R E

N S

T C

N , C

O O

A D

E O

A, N

O R

U P

O R

U P

F_ D

M _A

-2 8-

Y2 1)

K D

N D

A L R

-2 9-

2 1

3/8" = 1'-0"A-441

K BREAK - EAST ELEVATION

3/8" = 1'-0"A-441

J BREAK - NORTH ELEVATION

3/8" = 1'-0"A-441

C LOBBY - NORTH ELEVATION

3/8" = 1'-0"A-441

D LOBBY - SOUTH ELEVATION

3/8" = 1'-0"A-441

E LOBBY - WEST ELEVATION

3/8" = 1'-0"A-441

G STRETCHING - SOUTH ELEVATION

3/8" = 1'-0"A-441

B CORRIDOR - SOUTH ELEVATION

3/8" = 1'-0"A-441

H TRACK VEST. - WEST ELEVATION 0 2' 4' 6'

3/8" = 1'-0"A-441

F LOBBY - EAST ELEVATION

3/8" = 1'-0"A-441

A FITNESS MODULE - EAST ELEVATION

2 2 2

SCRIBE

17' - 1 1/2" = 13 CUBBIES @ 15" CLR WIDE SCRIBESCRIBE

17' - 1 1/2" = 13 CUBBIES @ 15" CLR WIDE

SCRIBE

5" C

B A-451

EQEQ EQ EQ

85" DIA TV (A/V BID)

ON WTB (BASE BID)

85" DIA TV (A/V BID)

ON WTB (BASE BID)

BALL WALL

STORAGE RACK

CCTV CAMERA -

SEE ELECTRICAL

CCTV CAMERA -

SEE ELECTRICAL

0" 8"

36' - 0" MIRROR WIDTH 4' - 0"

GROUP EXERCISE MIRROR

85" DIA TV (A/V BID)

ON WTB (BASE BID)

A-451 B

CUBBIES

CCTV CAMERA -

SEE ELECTRICAL

GROUP EXERCISE MIRROR

8" 6'

20' - 0" MIRROR WIDTH7' - 8"20' - 0" MIRROR WIDTH3' - 0"

8" 6'

CCTV CAMERA -

SEE ELECTRICAL

CCTV CAMERA -

SEE ELECTRICAL

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

N U

1 2 3 4 5

A-442

R E

N S

T C

N , C

O O

A D

E O

A, N

O R

U P

O R

U P

F_ D

M _A

-2 8-

Y2 1)

0 2' 4' 6'

3/8" = 1'-0"A-442

A LARGE GROUP EXERCISE - NORTH ELEVATION

3/8" = 1'-0"A-442

B LARGE GROUP EXERCISE - EAST ELEVATION

3/8" = 1'-0"A-442

C LARGE GROUP EXERCISE - SOUTH ELEVATION

K D

N D

A L R

-2 9-

2 1

A-451 B

OPP.

16' - 3" 16' - 0" 1' - 6" 8' - 0" +/-

0" 3'

METAL GRID WALL

BALL WALL

STORAGE RACK

CCTV CAMERA -

SEE ELECTRICAL

EQ EQ

70" DIA TV (A/V BID)

ON WTB (BASE BID)

MB MB

6' - 0" +/-6' - 0" +/-℄ ℄

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

N U

1 2 3 4 5

A-443

R E

N S

T C

N , C

O O

A D

E O

A, N

O R

U P

O R

U P

F_ D

M _A

-2 8-

Y2 1)

3/8" = 1'-0"A-443

A LARGE GROUP EXERCISE - WEST ELEVATION

3/8" = 1'-0"A-443

B CLASSROOM/TRAINING - NORTH ELEVATION

K D

N D

A L R

-2 9-

2 1

FIRST FLOOR

100' - 0"

TO FOUNDATION 2

98' - 0"

HD E

BO WINDOW 1

103' - 4"

TO WINDOW 2

113' - 4"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 4"

48' - 4" 26' - 0" 48' - 4"

PANEL WIDTH

12' - 4"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 0"

3' - 0"

OPENING

6' - 0" 3' - 0" 3' - 0"

OPENING

6' - 0" 3' - 0" 3' - 0"

OPENING

6' - 0" 3' - 0" 3' - 0"

OPENING

6' - 0" 3' - 4"

AC AC

3' - 4"

OPENING

6' - 0" 3' - 0" 3' - 0"

OPENING

6' - 0" 3' - 0" 3' - 0"

OPENING

6' - 0" 3' - 0" 3' - 0"

OPENING

6' - 0" 3' - 0"

FIRST FLOOR

100' - 0"

TO FOUNDATION 2

98' - 0"

PCF1 AE

1' - 3"

PANEL WIDTH

10' - 9"

PANEL WIDTH

12' - 0"

PANEL WIDTH

7' - 3"

PANEL WIDTH

7' - 4"

FIRST FLOOR

100' - 0"

TO FOUNDATION 2

98' - 0"

BO WINDOW 1

103' - 4"

BO WINDOW 2

116' - 8"

TO WINDOW 1

110' - 0"

TO WINDOW 3

123' - 4"

11"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 0" 1' - 0"

3' - 0"

OPENING

6' - 0" 3' - 0" 3' - 0"

OPENING

6' - 0" 3' - 0" 3' - 0"

OPENING

6' - 0" 3' - 0"

AE AE AE

FIRST FLOOR

100' - 0"

TO FOUNDATION 2

98' - 0"

8" PANEL WIDTH

4' - 4"

4"1'

NOTCH PANEL FOR

COLUMN BASE

FIRST FLOOR

100' - 0"

SECOND FLOOR

116' - 0"

TO PRECAST 3

140' - 0"

9 10 13

TO FOUNDATION 2

98' - 0"

7 11 12

BO WINDOW 3

119' - 4"

TO WINDOW 4

126' - 0"

1' - 3"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

7' - 9"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

11' - 0"

PANEL WIDTH

11' - 0"

PANEL WIDTH

11' - 0"

PANEL WIDTH

11' - 0"

PANEL WIDTH

11' - 0"

PCF1 AE PCF1

2' - 4"

OPENING

6' - 4" 2' - 4"2' - 4"

OPENING

6' - 4" 2' - 4"

107' - 4" 107' - 4"

4" 2'

1' - 0"

OPENING

6' - 0"

129' - 5"

119' - 4"

REVEAL

1' - 8"

1' - 0"10"1' - 0"

3' - 6" 135' - 0"135' - 0"

3' - 6"

1' - 0"10"1' - 0"

1' - 8" 135' - 0" 135' - 0"

11"4' - 6"11"

110' - 9" 1' - 11"

2' - 6"1' - 11"

110' - 10"

2' - 0"2' - 10"6' - 2"

" 110' - 8"

FIRST FLOOR

100' - 0"

SECOND FLOOR

116' - 0"

TO FOUNDATION 2

98' - 0"

1' - 3"

PANEL WIDTH

11' - 3"

PANEL WIDTH

11' - 4"

PANEL WIDTH

11' - 4"

PANEL WIDTH

11' - 4"

PANEL WIDTH

11' - 3" 1' - 3"

PCF1

8" O

107' - 4"

5' - 4"

OPENING

3' - 4" 2' - 8"

115' - 3" 115' - 3" 115' - 3"

5' - 2" 1' - 0"

10" 1' - 0" 3' - 4"

110' - 5"

2' - 2" 1' - 6"

3' - 4" 1' - 0"

11 11/16" 10 5/16"

5' - 2"

FIRST FLOOR

100' - 0"

SECOND FLOOR

116' - 0"

TO FOUNDATION 2

98' - 0"

PANEL WIDTH

8' - 6"

PANEL WIDTH

8' - 8"

PCF1

NOTCH PANEL FOR

COLUMN BASE

THIN BRICK VENEER W/ CAST MORTAR JOINTS

ACID ETCH FINISH

AS-CAST / STEEL TROWEL

GENERAL NOTES:

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO

BE INSTALLED IN OPENINGS, TYP.

2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE

AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE

ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT

INCLUDING OPENING LOCATIONS, TYPES AND SIZES.

3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE210.

4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.

5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE AE100.

6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,

AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO

VIEW IN FINISHED FACILITY.

7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR

MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.

KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT

CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL

REQUIREMENTS AND PROVIDE ADDITIONAL BLOCKOUTS,

CONDUITS/CHASES, AND OPENINGS AS REQUIRED TO MEET INDIVIDUAL

SYSTEM REQUIREMENTS.

8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,

REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.

9. PROVIDE "AC" FINISH ON ALL INTERIOR FACING WALL SURFACES. ALL

EXPOSED INTERIOR WALL SURFACES SHALL HAVE EITHER INTEGRALLY

COLORED CONCRETE OR PENETRATING OPAQUE STAIN FINISH

MATCHING MATCHING THE GENERAL COLOR TONE OF THE ACID-ETCH

EXTERIOR FINISH.

PRECAST PANEL FINISH LEGEND

PCF1

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

N U

1 2 3 4 5

AE200

C O

N C

O N

T C

N , C

O O

A D

E O

A, N

O R

U P

O R

U P

F_ D

M _A

-2 8-

Y2 1)

1/8" = 1'-0"AE200

1 GRID 1 PRECAST ELEVATION - AREA A

1/8" = 1'-0"AE200

2 GRID H PRECAST ELEVATION - AREA A

1/8" = 1'-0"AE200

3 GRID 4 PRECAST ELEVATION - AREA C

K D

N D

A L R

-1 5-

2 1

A L R

-2 9-

2 1

1/8" = 1'-0"AE200

4 GRID 7 PRECAST ELEVATION - AREA C

1/8" = 1'-0"AE200

5 GRID P PRECAST ELEVATION - AREA C

1/8" = 1'-0"AE200

6 GRID 13 PRECAST ELEVATION - AREA C

1/8" = 1'-0"AE200

7 GRID J PRECAST ELEVATION - AREA C

8'0 4' 16'

1 1

SECOND FLOOR

116' - 0"

TO PRECAST 3

140' - 0"

159 10 138 14

TO FOUNDATION 2

98' - 0"

TO FOUNDATION 1

98' - 8"

11 12

BO WINDOW 3

119' - 4"

TO WINDOW 5

129' - 4"

AC AE

PANEL WIDTH

6' - 10"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

7' - 7"

PANEL WIDTH

9' - 5"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

7' - 8"

107' - 2"

2' - 0"

OPENING

6' - 4"2' - 0"6' - 8"2' - 0"

OPENING

6' - 4"2' - 0"6' - 10" 2' - 0"

OPENING

6' - 4"2' - 0"

8" 7' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"9' - 5"7' - 7"10' - 4"

1' - 8"

OPENING

3' - 4"

1' - 8"

6' - 10" 2' - 2"

OPENING

6' - 0" 2' - 2" 6' - 8" 2' - 2"

OPENING

6' - 0" 2' - 2" 6' - 8" 2' - 2"

OPENING

6' - 0" 2' - 2" 6' - 8" 10' - 4"

REVEAL

129' - 4"

119' - 5"

10' - 4"

107' - 2"

1' - 0" 1' - 0"

10" 1' - 0" 2' - 10"

137' - 10" 137' - 10"

1' - 0" 10"

1' - 0"

137' - 10" 137' - 10"

2' - 1" 11"

NOTCH PANELS FOR COLUMN BASE

107' - 2"

2' - 0"6' - 4"2' - 0"

107' - 2"

92' - 9" 119' - 0 1/2"

FIRST FLOOR

100' - 0"

SECOND FLOOR

116' - 0"

TO PRECAST 3

140' - 0"

TO FOUNDATION 2

98' - 0"

BO WINDOW 3

119' - 4"

TO WINDOW 5

129' - 4"

1' - 4"

PANEL WIDTH

7' - 0"

PANEL WIDTH

10' - 0"

PANEL WIDTH

6' - 0"

PANEL WIDTH

10' - 0"

PANEL WIDTH

6' - 0"

PANEL WIDTH

10' - 0"

PANEL WIDTH

6' - 0"

PANEL WIDTH

10' - 0"

PANEL WIDTH

6' - 0"

PANEL WIDTH

10' - 0"

PANEL WIDTH

6' - 0"

PANEL WIDTH

10' - 0"

PANEL WIDTH

6' - 0"

PANEL WIDTH

10' - 0"

PANEL WIDTH

7' - 0" 1' - 4"

129' - 4"

119' - 5"

1' - 4" 7' - 0" 2' - 0"

OPENING

6' - 0" 2' - 0" 6' - 0" 2' - 0"

OPENING

6' - 0" 2' - 0" 6' - 0" 2' - 0"

OPENING

6' - 0" 2' - 0" 6' - 0" 2' - 0"

OPENING

6' - 0" 2' - 0" 6' - 0" 2' - 0"

OPENING

6' - 0" 2' - 0" 6' - 0" 2' - 0"

OPENING

6' - 0" 2' - 0" 6' - 0" 2' - 0"

OPENING

6' - 0" 2' - 0" 7' - 0" 1' - 4"

THIN BRICK VENEER W/ CAST MORTAR JOINTS

ACID ETCH FINISH

AS-CAST / STEEL TROWEL

GENERAL NOTES:

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO

BE INSTALLED IN OPENINGS, TYP.

2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE

AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE

ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT

INCLUDING OPENING LOCATIONS, TYPES AND SIZES.

3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE210.

4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.

5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE AE100.

6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,

AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO

VIEW IN FINISHED FACILITY.

7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR

MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.

KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT

CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL

REQUIREMENTS AND PROVIDE ADDITIONAL BLOCKOUTS,

CONDUITS/CHASES, AND OPENINGS AS REQUIRED TO MEET INDIVIDUAL

SYSTEM REQUIREMENTS.

8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,

REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.

9. PROVIDE "AC" FINISH ON ALL INTERIOR FACING WALL SURFACES. ALL

EXPOSED INTERIOR WALL SURFACES SHALL HAVE EITHER INTEGRALLY

COLORED CONCRETE OR PENETRATING OPAQUE STAIN FINISH

MATCHING MATCHING THE GENERAL COLOR TONE OF THE ACID-ETCH

EXTERIOR FINISH.

PRECAST PANEL FINISH LEGEND

PCF1

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

N U

1 2 3 4 5

AE201

C O

N C

O N

T C

N , C

O O

A D

E O

A, N

O R

U P

O R

U P

F_ D

M _A

-2 8-

Y2 1)

K D

N D

A L R

-1 5-

2 1

A L R

-2 9-

2 1

1/8" = 1'-0"AE201

1 GRID H PRECAST ELEVATIONS - AREA B

1/8" = 1'-0"AE201

2 GRID 15 PRECAST ELEVATION - AREA B

8'0 4' 16'

SECOND FLOOR

116' - 0"

TO PRECAST 3

140' - 0"

15 8

TO FOUNDATION 2

98' - 0"

BO WINDOW 3

119' - 4"

TO WINDOW 5

129' - 4"

PANEL WIDTH

7' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

6' - 8"

PANEL WIDTH

10' - 4"

PANEL WIDTH

7' - 8"

7' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"6' - 8"2' - 2"

OPENING

6' - 0"2' - 2"7' - 8"

107' - 2"107' - 2"

7' - 8"2' - 0"

OPENING

6' - 4"2' - 0"57' - 8"10' - 4"40' - 8"10' - 4"57' - 8"2' - 0"

OPENING

6' - 4"2' - 0"7' - 8"

8" O

2' - 10"

1' - 0"

10" 1' - 0"

1' - 0"137' - 10" 137' - 10"

2' - 10"

1' - 0"

10" 1' - 0"

137' - 10" 137' - 10"

1' - 0"

10"

1' - 0"

2' - 10"

137' - 10" 137' - 10"

1' - 0"

10"

1' - 0"

2' - 10"

137' - 10" 137' - 10"

FIRST FLOOR

100' - 0"

SECOND FLOOR

116' - 0"

TO HIGH ROOF WALL

129' - 4"

TO FOUNDATION 2

98' - 0"

BO WINDOW 1

103' - 4"

BO WINDOW 3

119' - 4"

TO WINDOW 2

113' - 4"

STAIR LANDING/TO OHS

108' - 0"

1' - 3"

PANEL WIDTH

10' - 9"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 0"

PANEL WIDTH

10' - 0"

PANEL WIDTH

10' - 0"

PANEL WIDTH

10' - 0"

PANEL WIDTH

10' - 0"10"

1' - 9"

OPENING

6' - 0"3' - 0"3' - 0"

OPENING

6' - 0"3' - 0"3' - 0"

OPENING

6' - 0"3' - 0"3' - 0"

OPENING

6' - 0"3' - 0"30' - 0"2' - 0"

OPENING

6' - 0"2' - 0"

OPENING

3' - 4"6' - 8"10' - 0"2' - 8"

OPENING

3' - 4"4' - 0"

OPENING

8' - 0"2' - 0"

8" O

107' - 4"

THIN BRICK VENEER W/ CAST MORTAR JOINTS

ACID ETCH FINISH

AS-CAST / STEEL TROWEL

GENERAL NOTES:

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO

BE INSTALLED IN OPENINGS, TYP.

2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE

AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE

ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT

INCLUDING OPENING LOCATIONS, TYPES AND SIZES.

3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE210.

4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.

5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE AE100.

6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,

AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO

VIEW IN FINISHED FACILITY.

7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR

MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.

KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT

CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL

REQUIREMENTS AND PROVIDE ADDITIONAL BLOCKOUTS,

CONDUITS/CHASES, AND OPENINGS AS REQUIRED TO MEET INDIVIDUAL

SYSTEM REQUIREMENTS.

8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,

REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.

9. PROVIDE "AC" FINISH ON ALL INTERIOR FACING WALL SURFACES. ALL

EXPOSED INTERIOR WALL SURFACES SHALL HAVE EITHER INTEGRALLY

COLORED CONCRETE OR PENETRATING OPAQUE STAIN FINISH

MATCHING MATCHING THE GENERAL COLOR TONE OF THE ACID-ETCH

EXTERIOR FINISH.

PRECAST PANEL FINISH LEGEND

PCF1

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

N U

1 2 3 4 5

AE202

C O

N C

O N

T C

N , C

O O

A D

E O

A, N

O R

U P

O R

U P

F_ D

M _A

-2 8-

Y2 1)

K D

N D

A L R

-1 5-

2 1

A L R

-2 9-

2 1

1/8" = 1'-0"AE202

1 GRID A PRECAST ELEVATION - AREA B

1/8" = 1'-0"AE202

2 GRID A PRECAST ELEVATION - GRIDS 8 THRU 1

8'0 4' 16'

SECOND FLOOR

116' - 0"

TO PRECAST 3

140' - 0"

TO FOUNDATION 1

98' - 8"

FGH CDE

BO WINDOW 3

119' - 4"

TO WINDOW 5

129' - 4"

STAIR LANDING/TO OHS

108' - 0"

PANEL WIDTH

13' - 7"

PANEL WIDTH

13' - 6"

PANEL WIDTH

13' - 6"

PANEL WIDTH

13' - 6"

PANEL WIDTH

13' - 6" 13' - 6"

PANEL WIDTH

13' - 6"

PANEL WIDTH

13' - 6"

PANEL WIDTH

12' - 9"

7' - 6"

OPENING/SPANDREL

12' - 0" 7' - 6" 13' - 6" 7' - 6"

OPENING/SPANDREL

12' - 0" 7' - 6" 3' - 9"

OPENING

6' - 0" 3' - 9" 3' - 9"

OPENING

6' - 0" 3' - 0"

124' - 8" 124' - 8"

27' - 1" 7' - 6"

OPENING

3' - 4" 2' - 8" 54' - 0" 6' - 5"

OPENING

3' - 4" 3' - 9" 2' - 9"

OPENING

8' - 0" 2' - 0"

SPANDREL PANEL SPANDREL PANEL

107' - 2" 107' - 2"

7' - 5" 1' - 1"

135' - 8"

FIRST FLOOR

100' - 0"

SECOND FLOOR

116' - 0"

TO PRECAST 3

140' - 0"

TO FOUNDATION 1

98' - 8"

GHJLMP NO

TO WINDOW 4

126' - 0"

1' - 3"

PANEL WIDTH

8' - 3"

PANEL WIDTH

12' - 6"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 0"

PANEL WIDTH

12' - 6"

PANEL WIDTH

10' - 4"

6' - 0"

OPENING

6' - 6" 2' - 2"

OPENING

6' - 0" 2' - 2"

2' - 0"

OPENING

3' - 4" 2' - 11" 4' - 2"

OPENING

3' - 4" 5' - 0" 24' - 0"

123' - 2" 123' - 2"

109' - 0"

7" 5"

2' - 2"

OPENING

5' - 0" 5' - 4"

8" 8"

OPENING/SPANDREL

10' - 4"

108' - 0"

8" 3'

2" 3"

1' - 2"

8" 1' - 10"

2' - 6"

113' - 0"

2' - 11" 1' - 6"

4' - 0" 3' - 7"

131' - 2" 3' - 0" 1' - 0"

130' - 3"

3' - 8"1' - 8"

4" 111' - 8"

131' - 7" 4' - 0"

1' - 0"

132' - 7"

FIRST FLOOR

100' - 0"

SECOND FLOOR

116' - 0"

TO PRECAST 3

140' - 0"

TO FOUNDATION 1

98' - 8"

JLMP NO K

BO WINDOW 3

119' - 4"

TO WINDOW 5

129' - 4"

1' - 3"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

8' - 0"

PANEL WIDTH

9' - 3"

2' - 8"

OPENING

2' - 8" 2' - 8"

REVEAL

129' - 5"

119' - 4"

1' - 9"

OPENING

6' - 0" 1' - 6"

136' - 0" 4'

3' - 11" 1' - 8"

112' - 4"

1' - 4" 8"

1' - 9" 2' - 0"

2' - 3"

113' - 0" 113' - 8" 3' - 2" 1' - 10"

3' - 0"

" 112' - 4"

THIN BRICK VENEER W/ CAST MORTAR JOINTS

ACID ETCH FINISH

AS-CAST / STEEL TROWEL

GENERAL NOTES:

1. ALL DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

COORDINATE FINAL OPENING SIZES WITH APPURTENANCES THAT ARE TO

BE INSTALLED IN OPENINGS, TYP.

2. THESE DRAWINGS ARE ONLY INTENDED TO SHOW GENERAL TYPES, SIZE

AND FINISH OF PRECAST CONCRETE PANELS IN THIS PROJECT. SEE THE

ARCHITECTURAL DRAWINGS FOR THE FULL SCOPE OF THE PROJECT

INCLUDING OPENING LOCATIONS, TYPES AND SIZES.

3. PRECAST WALL TYPES CAN BE FOUND ON SHEET AE210.

4. SEE AE410 FOR PRECAST PANEL FINISH AND PATTERN DETAILS.

5. SOME GRID DIMENSIONS HAVE BEEN REMOVED FOR CLARITY. SEE AE100.

6. WRAP FINISH TEXTURE AND/OR MATERIAL AT ALL PANEL ENDS, EDGES,

AND/OR OPENINGS WHENEVER SUCH CONDITION WILL BE EXPOSED TO

VIEW IN FINISHED FACILITY.

7. CONTRACTOR SHALL COORDINATE ALL OPENINGS REQUIRED FOR

MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS.

KNOWN PENETRATIONS EXCEEDING 10"X10" HAVE BEEN SHOWN, BUT

CONTRACTOR SHALL COMPREHENSIVELY COORDINATE ALL

REQUIREMENTS AND PROVIDE ADDITIONAL BLOCKOUTS,

CONDUITS/CHASES, AND OPENINGS AS REQUIRED TO MEET INDIVIDUAL

SYSTEM REQUIREMENTS.

8. SEE STRUCTURAL DRAWINGS FOR IMPOSED LOADS, FASTENING,

REINFORCEMENT, AND SPECIAL EMBED REQUIREMENTS.

9. PROVIDE "AC" FINISH ON ALL INTERIOR FACING WALL SURFACES. ALL

EXPOSED INTERIOR WALL SURFACES SHALL HAVE EITHER INTEGRALLY

COLORED CONCRETE OR PENETRATING OPAQUE STAIN FINISH

MATCHING MATCHING THE GENERAL COLOR TONE OF THE ACID-ETCH

EXTERIOR FINISH.

PRECAST PANEL FINISH LEGEND

PCF1

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

N U

1 2 3 4 5

AE203

C O

N C

O N

T C

N , C

O O

A D

E O

A, N

O R

U P

O R

U P

F_ D

M _A

-2 8-

Y2 1)

K D

N D

A L R

-1 5-

2 1

A L R

-2 9-

2 1

1/8" = 1'-0"AE203

1 GRID 8 PRECAST ELEVATION - GRIDS H THRU A

1/8" = 1'-0"AE203

2 GRID 8 PRECAST ELEVATION - GRIDS P THRU G

1/8" = 1'-0"AE203

3 GRID 11 PRECAST ELEVATION - GRIDS P THRU K

8'0 4' 16'

W D

PANEL M1

LC1

PANEL L1

T-1

MDP

WOMENS LOCKER

ROOM

MECHANICAL

ELEC

MENS LOCKER

ROOM

CORR

103C

STAIRS

ST-102

JANITOR/LAUNDRY

CONTROL

STORAGE

LOBBY

STAIRS

ST-101

CORR.

103A

VEST.

L1-13

L1-11 L1-21

L1-15

L1-17

L1-7

L1-9

L1-6

L1-2,4

WPWP

GFCI

GFCIGFCI

GFCI

GFCIGFCI

GFCI

GFCIGFCI

GFCI

L1-3

L1-5

CWP-1 CWP-1A

HWP-1 HWP-1A

BWP-2

BWP-1

GF-1

L1-20

L1-22

MDP-10

ACC-1

T-FA

PANEL FA

L1-8,10

L1-16,18

L1-12,14

M1-1,3,5

MDP-11

M1-7,9,11

L1-23,25,27

L1-29,31,33

L1-24

M1-2,4,6 M1-8,10,12

L1-26UH-1

EF-6

B-2

B-1

UH-2

L1-30,32,34

M1-13,15,17L1-28

EF-5

L1-35

CUH-3

CUH-4

CUH-2

L1-1

GFCI

L1-36

L1-37

FA-10

L1-38

VAV-5-13

VAV-5-11

VAV-5-10

VAV-5-12

VAV-6-2

VAV-6-1

EF-2

GF-2

L1-40

L1-19

L1-41

RCP-1

L1-39

GWH-2 GWH-1

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

N U

1 2 3 4 5

EP113

R P

O W

T C

N , C

O O

A D

E O

A, N

G R

F_ D

M _M

-2 8-

Y2 1)

1/8" = 1'-0"EP113

1 FIRST FLOOR POWER PLAN - AREA C

8'0 4' 16'

PLAN NORTH

A B

KEYPLAN - NOT TO SCALE

K D

N D

N S

-2

2 1

KEYED NOTES:

1. PROVIDE AND INSTALL JUNCTION BOX FOR AUTOMATED FRONT DOOR CONTROLER.

2. QUAD RECEPTACLE FOR CCTV RACK. SEE TN-SHEETS FOR MORE INFO.

3. COORDINATE IN-FLOOR RECEPTACLES WITH FRONT DESK LAYOUT AND

CONFIGURATION. SEE SHEET A-441 FOR MORE INFO.

4. RECEPTACLES FOR FOOD STAND KIOSK.

5. MOUNT RECEPTACLE FOR 55" TV (AV BID OPTION) AT 6'. COORDINATE WITH TV

MOUNTING BRACKET.

6. QUAD RECEPTACLE FOR FITNESS MODULE / LOBBY SOUND SYSTEM (AV BID OPTION).

SEE TN-SHEETS FOR MORE INFO.

REF.

CORR

201C

STAIRS

ST-203

SUPPORT STAFF

DIRECTOR

BREAK

PROGRAM

MANAGER

CORR

CLASSROOM/TRAINING

STOR

211A

NURSING

MOTHERS

RESTROOM

208B

RESTROOM

208A

TRACK

VESTIBULE

207A

CORR

201B

TRACK

VESTIBULE

207B

CARDIO AREA

TELECOMM

ELEC

ELEVATOR

EL-201

Panel C2

T-C2 Panel L3

L3-1

C2-5

C2-3

GFCI

L3-6

L3-2

L3-3

L3-7

L3-4

L3-9

L3-8

L3-5

L3-10

L3-11

L3-14

L3-13

L3-15

L3-25

L3-23

T-3

AC-2

C2-1

LF-2

LF-1 L3-24

EF-3

L3-11

VAV-5-5

VAV-5-6

VAV-5-7

VAV-5-8

VAV-5-9

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

N U

1 2 3 4 5

EP121

O N

D F

R P

O W

T C

N , C

O O

A D

E O

A, N

G R

F_ D

M _M

-2 8-

Y2 1)

8'0 4' 16'

PLAN NORTH

A B

KEYPLAN - NOT TO SCALE

K D

N D

N S

-2

2 1

1/8" = 1'-0"EP121

1 SECOND FLOOR POWER PLAN - AREA A

KEYED NOTES:

1. PLACE RECEPTACLE FOR 70" TV (AV BID OPTION) AT 5' 6".

COORDINATE LOCATION WITH TV MOUNTING BRACKET.

CARDIO AREA

CORR

201D

LARGE GROUP

EXERCISE - B

216B

LARGE GROUP

EXERCISE - A

216A

RESTROOM

JAN.

STAIRS

ST-201 CORR

201A

STOR

216C

STAIRS

ST-202

ELEVATOR

EL-201

L3-16

L3-18

GFCI

L3-19

L3-12

L3-17 L3-20

L3-21

L3-22

L3-27

L3-29

AHU-6 M1-20,22,24

L3-26

EF-4

VAV-5-2 VAV-5-1

VAV-5-4

VAV-5-3

WPWP

2 2

3 3

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

N U

1 2 3 4 5

EP123

O N

D F

R P

O W

T C

N , C

O O

A D

E O

A, N

G R

F_ D

M _M

-2 8-

Y2 1)

8'0 4' 16'

PLAN NORTH

A B

KEYPLAN - NOT TO SCALE

K D

N D

N S

-2

2 1

1/8" = 1'-0"EP123

1 SECOND FLOOR POWER PLAN - AREA C

KEYED NOTES:

1. INSTALL WEATHERPROOF RECEPTACLES ON THE ROOF OF THE MECHANICAL ROOM.

2. ROTATE RECEPTACLES 90 DEGREES. MOUNT RECEPTACLES MIDWAY BETWEEN BOTTOM OF

MIRROR AND FLOOR.

3. MOUNT RECEPTACLE FOR 82" TV (AV BID OPTION) AT A HEIGHT OF 6' A.F.F. COORDINATE

RECEPTACLE WITH TV MOUNTING BRACKET.

TVSS

MAIN DISTRIBUTION PANEL (MDP)

800A BUS, 3P, 4W, 480/277V

WITH FULL NEUTRAL BUS

AIC:35K

100A 3P

200K

AIC

150A 3P

30A 3P

208-120V 100A, 3P-4W

T-FA

30KVA

GYM H1

480-277V 150A, 3P-4W

50A 3P

PANEL LC1

480-277V 50A, 3P-4W

150A 3P

PANEL M1

480-277V 150A, 3P-4W

70A 3P

L1 208-120V 150A, 3P-4W

T-1

45KVA

60A 3P

L-2 208-120V 70A, 3P-4W

T-2

30KVA

40A 3P

L3 208-120V 80A, 3P-4W

T-3

30KVA

20A 3P

C-1 208-120V 100A, 3P-4W

T-C1

15KVA

20A 3P

C-2 208-120V 100A, 3P-4W

T-C2

15KVA

GYM L1

208-120V 70A, 3P-4W

T-GYM

30KVA

200A 3P

125A 3P

SPACE

M M

ACC-1 ACC-1

CONDUCTOR TABLE

FROM: TO: SIZE: GND:

T-P MDP (2) 4 - 500kcmil (2) 1 - #4

MDP GYM H1 4 - 1/0 1 - #6

MDP PANEL M1 4 - #8 1 - #10

MDP PANEL H1 4 - 1/0 1 - #6

MDP T-FA 4 - #10 1 - #10

MDP T-1 4 - #6 1 - #8

MDP T-2 4 - #10 1 - #10

MDP T-3 4 - #10 1 - #10

MDP T-C1 4 - #12 1 - #12

MDP T-C2 4 - #12 1 - #12

MDP ACC-1 (X2) 4 - 3/0 1 - #6

MDP ELEVATOR 4 - #6 1 - #10

GYM H1 T-GYM 4 - #12 1 - #10

T-GYM GYM L1 4 - #4 1 - #8

T-FA PANEL FA 4 - #8 1 - #10

T-1 PANEL L1 4 - 1/0 1 - #6

T-2 PANEL L2 4 - #6 1 - #10

T-3 PANEL L3 4 - #4 1 - #8

T-C1 PANEL C1 4 - #12 1 - #12

T-C2 PANEL C2 4 - #12 1 - #12

SPACE

ELEV

T-P

750 KVA 12,470-480/277V

3P PAD-MOUNTED UTILITY TRANSFORMER

MAIN

800 A.F.

800 A.T.

SPDSPDSPD

NEW 3 - #2 AL, 15kV, EPR

133% INSULATION,

FULL CONCENTRIC NEUTRAL

4" C PLUS 4" C SPARE

10KV

ARRESTOR

3/0 AWG

EXISTING

SWITCH

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

N U

1 2 3 4 5

EP601

O N

E-

N E

G R

T C

N , C

O O

A D

E O

A, N

G R

F_ D

M _M

-2 8-

Y2 1)

K D

N D

N S

-2

2 1

DIMENSION PER PLAN

WEED BARRIER

PER PLAN

AS EDGE RESTRAINT

ADJACENT PAVEMENT

FACE OF BLDG (TYP)

FINISHED GRADE

ROCK MULCH PER PLAN

PER PLAN

ROCK MULCH

SEED MIX

ADJACENT FIELD GRASS

AREAS

FINISHED GRADE OF SEEDED

INSTALL EDGING 1'' ABOVE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:15:58 PM 3/29/2021

...\FC\FCDY\40000 Design Products\CAD_BIM\_Sheets\FCDYLP501.dgn

O M

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A P

O L A

V E

E N

U M

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E N

A M

F C

D Y

L P .d g n

P N

P H

Y S

A L F

N E

S S F

A C

F O

R T C

A R

S O

C O

L O

R A

D O

O M

A H

A D

T R

A N

S I

W F

LP501

B L

A N

L A

N D

S C

A P

E D

E T

S W .C

D A

V E

N P

O R

B L

A N

F -2

-0

W .C

D A

V E

N P

O R

T A

M G

E N

E R

A L R

E V

N S

-3

-2

S O

A T

N N

D E

N E

D B

D E

S C

N M

A R

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S x x x

S P

SCALE: NTS

TYPICAL DETAIL - MULCH ADJACENT TO BUILDING

DRAINAGE

AS PER MANUFACTURER'S RECOMMENDATIONS.

DESIGN BASIS IS PERMALOC PROLINE. PROVIDE STAKES AND INSTALL

1. METAL EDGING SHALL BE ALUMINUM BLACK COLORED, 1/8" X 4" IN SIZE.

NOTES:

ALUMINUM EDGING ADJACENT TO FIELD GRASS

12 13

HWP-1AHWP-1

CWP-1A

CWP-1

GF-1

BWP-2

BWP-1

NATURAL GAS SERVICE ENTRANCE.

METER AND REGULATOR SUPPLIED PER

SPECIFICATIONS. REGULATOR SHALL

BE SET TO 0.5 PSI. SEE DETAIL 7 ON SHEET M-502. SEE

SHEET MS-101 FOR EXTERIOR GAS SERVIE LINE PLAN.

UH-1

2" ø

MECHANICAL

ET-2

ET-1

AS-2

AS-1

ACC-1

3/4"

IINSULATED AND

ALUMINUM

JACKETED

(ABOVE GROUND)

DDC

PANEL

3/4"

BOILER EMERGENCY SHUT

DOWN SWITCH. PROVIDE

IN ACCORDANCE WITH

ASME CSD-1.

EF-5

4" CHWR

4" CHWS

K 1750

4" CHWS

4" CHWR

GF-2

B-1

B-2

TERMINATE 8" DIA.

BOILER EXHAUST 10

FT ABOVE GROUND

(TYP. OF 2)

8" DIA. BOILER

COMBUSTION AIR

INTAKE 4.5 FT

ABOVE GROUND W/

BIRD SCREEN

(TYP. OF 2)

3" HWS

3" HWR

L-1, 54" X 18" OA. BIRD SCREENED

LOUVER WITH MOTORIZED DAMPER

ACTUATOR INTERLOCKED TO EF-5

OPERATION

L-2, 30" X 30" EA. BIRD SCREENED

LOUVER WITH MOTORIZED DAMPER

ACTUATOR INTERLOCKED TO EF-5

OPERATION

L-4 18" X 18" EA. BIRD

SCREENED LOUVER WITH

MOTORIZED DAMPER

ACTUATOR INTERLOCKED TO

EF-6 OPERATION

EF-6

EA 12"x12" EA 12"x12"

EA 18"x18"

(BOD 9.5 FT AFF)

(BOD 11 FT AFF) DASHED LINES IN MECH

ROOM DEPICTS (MIN. 4"

THICK 4" ALL SIDES)

CONCRETE PADS FOR ALL

EQUIPMENT INSTALLED ON

FLOOR (TYP)

MIN. 6" THICK 6" ALL SIDES

CONCRETE PAD FOR ACC-1

1/2" HWS

1/2" HWR

3" NG FROM METER

3" NG APPROX. 10.5 FT A.F.F

2-1/2" NG DROP TO EACH BOILER

1" NG DROP TO EACH WATER HEATER 1-1/4" NG

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

N U

1 2 3 4 5

M-401

R E

R G

T C

N , C

O O

A D

E O

A, N

M . S

F_ D

M _M

.rv t

-2 8-

Y2 1)

K D

N D

# 0

2- G

I O N

1/4" = 1'-0"M-401

1 FIRST FLOOR ENLARGED MECH 118

M-401

2 MECH 118 ISOMETRIC VIEW 2

NOTE:

FIRE RISER PIPING AND PLUMBING EQUIPMENT/ PIPING

WITHIN THE ROOM NOT SHOWN FOR CLARITY.

COORDINATE INSTALLATION WORK WITH OTHER

TRADES PRIOR TO CONSTRUCTION .

M-401

3 MECH 118 ISOMETRIC VIEW 1

2 2

TYPICAL CHEMICAL SHOT FEEDER DETAIL

NTS

DUCT BRANCH BALANCING DAMPER DETAIL

NTS

VAV BOX DETAIL (WITH REHEAT COIL)

NTS

COMBINATION INTAKE LOUVER DETAIL

NTS

HOT WATER UNIT HEATER DETAIL

NTS

TYPICAL RELIEF VENT DETAIL

NTS

CONDENSATE TRAP DETAIL

NTS

BASE MOUNTED PUMP DETAIL

NTS

CHILLER PIPING DETAIL

NTS

DIFFUSER/GRILLE TAKE-OFF FROM ROUND DUCT DETAIL

N.T.S.

DRUM LOUVER TAKE-OFF FROM ROUND DUCT DETAIL

N.T.S.

VAV BOX INSTALLATION DETAIL

N.T.S.

FIRE DAMPER DETAIL

NTS

12" MAX.

2"1'- 6"

DEPTH OF TRAP

SHALL BE 1.2 x

TOTAL STATIC

PRESSURE OF

UNIT (TYP.)

(90 DEG)

ROTATION

12" MIN.

AIR FLOW

12"

6" SCH.

40 PIPE

LOW LEAKAGE

MOTORIZED DAMPER

BIRD SCREEN

DAMPER MOTOR

INTAKE LOUVER

OUTSIDE WALL

DRAIN PAN

UNIT CASING

CONNECTION

UNION

H = 1/2" PLUS

TOTAL STATIC

PRESSURE OF

UNIT

THREADED PLUG

CLEAN-OUT

REFER TO ARCH.

DRAWINGS

SLOPE OUTLET

PIPE TO DRAIN

NOT LESS THAN

1/8" PER FOOT

TO DRAIN -

DRAIN SHALL BE

FULL SIZE OF

DRAIN PAN

OUTLET

STEEL ANGLE BLADE STOP,

BOLT TO DUCT

1/4" CLEARANCE ALL- AROUND

DUCT

ENSURE BOLTS CLEAR BLADE, OR

INSTALL THEM IN OPPOSING

CORNERS AWAY FROM BLADE

ROTATION

STEEL CLAMP, BOLT TO BLADE

PROVIDE AN ADDITIONAL ANTI-SLIP

BOLT THRU THE ROD

ROD POSITIONING NUT

HANDLE WITH SET SCREW

BEARING FITTING, BOLT TO DUCT

DAMPERS FOR ROUND DUCTS SHALL BE SIMILAR TO THE DAMPER SHOWN ABOVE.

ENSURE THAT THE FULL 90° DAMPER BLADE MOVEMENT IS UNOBSTRUCTED.

FOR DUCT HEIGHTS MORE THAN 12", PROVIDE FACTORY-FABRICATED OPPOSED

BLADE DAMPERS.

ALIGN HANDLE WITH DAMPER

BLADE POSITION LOCK NUT

2" STAND-OFF BRACKET, BOLT

TO DUCT

3/8" DIA THREADED ROD

HEAVY STEEL BLADE

NOTE:

UNIT HEATER WILL

BE SECURED TO

STRUCTURE WITH A

MINIMUM OF

TWO BRACKETS

UNIT HEATER

BALL VALVE (TYP)

CALIBRATED

BALANCE VALVE

HOT WATER

RETURN

HOT WATER

SUPPLY

SEE PLAN FOR

LINE SIZES

DRAIN

UNION (TYP)

2-WAY CONTROL

VALVE

MANUAL AIR

VENT WITH

GLOBE VALVE

LOW SILHOUETTE TYPE RELIEF AIR

HOOD

MOUNT BASE TO ROOF CURB WITH

FASTENERS 12" O.C. OR AS REQUIRED BY

THE EQUIPMENT MANUFACTURER.

ROOF INSULATION

ROOF DECK

LOW LEAKAGE MOTORIZED

CONTROL DAMPER

ALL ALUMINUM SELF FLASHING CURB

(FLASH TO ROOFING)

IN HOOD, PROVIDE

ANTI-CONDENSATE

COATING

BIRD SCREEN

HEIGHT OF RAISED CANT TO BE

DETERMINED BY CONTRACTOR

(COORDINATE WITH ROOFER)

SEE PLANS FOR

DUCT SIZE

ACOUSTICAL LINER

12" MIN.

CHEMICAL FEEDER SHALL BE 2' AFF MIN.

COMMERCIAL CHEMICAL FEEDER MAY BE SUBSTITUTED PROVIDED IT

MEETS ALL DETAILED REQUIREMENTS.

NOTE:

6" ∅ FUNNEL - 16

GUAGE

1/4" PLATE, BUTT

WELDED IN BOTH

ENDS W/PIPE

FLANGE

1/2" IPS HALF

COUPLING

SUPPORT

GALV. FLOOR

FLANGE BOLTED TO

FLOOR

FINISHED FLOOR

HEATING OR

COOLING SUPPLY

HEATING OR

COOLING RETURN

WATER IN

SOLUTION OUT

3/4" (TYP)

1/2" DRAIN VALVE

HOSE CONNECTION

CALIBRATED

BALANCING VALVE

BALL VALVE (TYP)

C H

R E

O R

STRAINER

BUTTERFLY VALVE (TYP)

VENTURI FLOW METER

MANUAL AIR VENT USING

BALL VALVE

THERMOMETER

IN WELL (TYP)

VALVED

PRESS. GUAGE (TYP)

FLEXIBLE

CONNECTOR

(TYP)

FLOW

SWITCH

TERMINAL UNIT

FASTEN AND

SEAL

CONNECTION

STRAP METAL

HANGER (TYP)

FASTEN AND

SEAL

CONNECTION

PLAN VIEW

MAIN DUCT

NOTES:

1. THE OPERATION OF TERMINAL UNITS ARE AFFECTED BY EXCESSIVE

TURBULENCE ON THE ENTERING SIDE OF EACH TERMINAL UNIT THEREFORE,

TERMINAL UNITS MUST NOT BE INSTALLED TOO CLOSE TO MAIN DUCTS,

ELBOWS AND FITTINGS. INSTALL PER MANUFACTURERS RECOMMENDATIONS.

2. MANUFACTURER OF TERMINAL UNIT CONTROLS (SEE SPECIFICATIONS) SHALL

PROVIDE CONTROLS ON LEFT OR RIGHT SIDE AS REQUIRED BY FIELD

CONDITIONS.

3. ARRANGE ACCESS TO PERMIT EASY FIELD BALANCE AND MAINTENANCE OF

TERMINAL UNIT. PROVIDE CEILING ACCESS DOORS AS REQUIRED.

4. SINGLE DUCT BOX SHOWN, BOX MAY BE FAN-POWERED. IF FAN-POWERED,

PROVIDE FLEX DUCT CONNECTION ON BOX DISCHARGE INLET.

REDUCER IF

REQUIRED

STRAIGHT

ROUND DUCT

LENGTH MIN

3 DIAMETERS

DRUM

LOUVER

TAKE-OFF

OBD

GRILLE

OR DIFFUSER

TAKE-OFF

DAMPER

ROUND DUCT ROUND DUCT

NOTE:

ROUND DUCT TO BE CUSTOM CUT TO

ALLOW TAKE-OFF. TAKE-OFF

FLANGES, IF USED, TO BE ON INSIDE

OF DUCT. DUCT CUT TO BE MADE

CLOSELY TO TAKE-OFF FOR HIGH

QUALITY INSTALLATION VISUALLY AND

OPERATIONALLY, INCLUDING NO

LEAKAGE.

ROUND DUCT TO BE CUSTOM CUT TO

ALLOW TAKE-OFF. TAKE-OFF

FLANGES, IF USED, TO BE ON INSIDE

OF DUCT. DUCT CUT TO BE MADE

CLOSELY TO TAKE-OFF FOR HIGH

QUALITY INSTALLATION VISUALLY AND

OPERATIONALLY, INCLUDING NO

LEAKAGE.

DUCTWORK-SEE

DWGS. FOR SIZE

RETAINING ANGLE (MIN. 1")

OVERLAP. DO NOT SECURE

TO WALL

INSULATED ACCESS DOOR

LABELED "FIRE DAMPER

ACCESS" (SEE SPECS.

SLEEVE

FIRE RATED WALL

VERTICAL TYPE FIRE

DAMPER WITH UL RATING

& STAMP.

PROPERLY SIZED STEEL ANGLE

FRAME ON ALL 4 SIDES OF DUCT.

BOLT TO SLEEVE ALL AROUND.

DO NOT ATTACH ANGLES TO WALL.

COLLAR

NOTES:

1. INSTALL DAMPER WHERE F IS SHOWN ON

DRAWINGS.

2. FILL IN ANY OPENINGS AROUND FRAMES WITH FIRE SAFING.

3. EXTERNAL DUCT INSULATION SHALL TERMINATE AT WALL. INTERNAL

INSULATION SHALL TERMINATE AS SHOWN.

4. SUPPORT DUCTWORK FROM STRUCTURE SO WEIGHT DOES NOT REST ON

FIRE DAMPER SLEEVE.

5. FLOOR MOUNTED DAMPER AND INSTALLATION SIMILAR, JUST USE DAMPER

RATED FOR VERTICAL AIRFLOW.

FOR SIZE)

M-503

STRAINER

BLOWDOWN BALL VALVE

REDUCER (IF REQUIRED)

UNION OR FLANGE (TYP.)

LONG RADIUS ELBOW

COUPLING GUARD

MINIMUM OF 5 PIPE DIAMETERS

OR PROVIDE SUCTION DIFFUSER

AIR VENT

PRESSURE GAUGE

CHECK VALVE

CALIBRATED BRONZE

BALANCING VALVE

BALL VALVE (TYP.)

PIPE HANGER AT FIRST

ELBOW (TYP.)

BALL VALVE FOR SELECTING

PRESSURE TO BE MEASURED

FLEX CONNECTOR(TYP.)

HWR

HWS

AIR INLET (3 DUCT DIAMETERS OF

STRAIGHT RIGID DUCT WITHOUT

TRANSITIONS)

BALL VALVE (TYP.)

STRAINER &

BLOW OFF

VALVE

ALLOW 36" CLEARANCE (OR MAXIMUM

PRACTICAL) FOR ALL PIPING AROUND

VAV CONTROL BOXES

3/4" DRAIN

VALVE

UNION (TYP.)

SUPPLY AIR

REHEAT COIL

VAV UNIT

MANUAL VENT

2-WAY MODULATING CONTROL VALVE

*3-WAY WHERE INDICATED ON PLANS.

BALANCING VALVE

UNION (TYP.)

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

N U

1 2 3 4 5

M-503

T C

N , C

O O

A D

E O

A, N

M . S

F_ D

M _M

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-2 8-

Y2 1)

K D

N D

# 0

2- G

I O N

P-402 A1

P-401 C2

AREA B

AREA C

4" SS

LOBBY

VEST.

CORR.

103A

CONTROL

STORAGE

MENS LOCKER

ROOM

MECHANICAL

ELEC

WOMENS LOCKER

ROOM

STAIRS

ST-102

CORR

103C

ELEVATOR

EL-101

STAIRS

ST-101

JANITOR/LAUNDRY

LOBBY

CORR.

103B

SP-1

2 3 4 5 6 7 8 9 10 11 12 13

GWH-1

GWH-2

ST-1

4" FCO

4" SS

2" FD-2

2" FD-1

2" FCO

2" FD-1

2" FD-2

1 1/4" V

2" V

4" V

1 1/4" V

1 1/2" V

1 1/2" DRAIN PIPE

2 2

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

N U

1 2 3 4 5

P-103

R W

T C

N , C

O O

A D

E O

A, N

M . H

M . S

F_ D

M _M

.rv t

-2 8-

Y2 1)

8'0 4' 16'

PLAN NORTH

1/8" = 1'-0"B1

FIRST FLOOR

WASTE & VENT PLAN - AREA C

A B

KEYPLAN - NOT TO SCALE

K D

N D

. 0

- G

A L R

-2 9-

2 1

PLUMBING KEYNOTES

1 REFER TO SHEET P-101 FOR CONTINUATION.

EQUIPMENT HOUSEKEEPING PAD (TYP.). REFER TO

TYP INTERIOR EQUIPMENT PAD DETAIL ON SHEET

P-500.

AREA B

AREA C

AREA B

AREA C

1 1/2" DHW

2" DCW

P-403 A2

P-401 A2

ELEVATOR

EL-101

CORR.

103B

LOBBY

CORR.

103A

CONTROL

STORAGE

MENS LOCKER

ROOM

116 ELEC

MECHANICAL

CORR

103C STAIRS

ST-102

STAIRS

ST-101

3/4" DCW

2" DCW

3/4" DHWR

1 1/4" DHW

3/4" DCW

3/ 4"

D C

2 3 4 5 6 7 8 9 10 11 12 13

SP-1

GWH-1

GWH-2

ST-1

RCP-1

45' - 0"

METER

BFP-1

2" DHW

3/4" DHWR

3" DCW

WH-1

FPWH-1

9 FPWH-1

3/ 4"

D C

3/ 4"

D C

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

N U

1 2 3 4 5

P-113

R D

O M

C W

T C

N , C

O O

A D

E O

A, N

M . H

M . S

F_ D

M _M

.rv t

-2 8-

Y2 1)

1/8" = 1'-0"A1

FIRST FLOOR

DOMESTIC WATER PLAN - AREA C

8'0 4' 16'

PLAN NORTH

A B

KEYPLAN - NOT TO SCALE

PLUMBING KEYNOTES

1 REFER TO SHEET P-111 FOR CONTINUATION.

SHUT-OFF VALVE (TYPICAL).

REFER TO SHEET P-112 FOR CONTINUATION.

REFER TO SHEET CU101 FOR CONTINUATION.

3” DCW PIPE ENTRANCE. PROVIDE SHUT-OFF VALVE ON PIPE

RISER.

EXTEND 3/4" DCW PIPE THROUGH WALL TO GYM 115. REFER TO

SHEET P-112 FOR CONTINUATION.

RAISE 3/4" DCW PIPE UP IN WALL TO ABOVE CEILING IN

CORRIDOR 103C.

DROP 3/4" DCW DOWN EXPOSED ON WALL. PROVIDE SHUT-OFF

VALVE ON PIPE RISER AT 4'-0" A.F.F. EXTEND PIPE THROUGH

WALL TO FREEZEPROOF WALL HYDRANT (FPWH-1). PROVIDE

PIPE SLEEVE FOR PIPE EXTENDING THROUGH OUTSIDE WALL.

MOUNT WALL HYDRANT (FPWH-1) AT 28" ABOVE FINISHED

GRADE (TYPICAL).

DROP 3/4" DCW DOWN EXPOSED ON WALL IN CHASE. EXTEND

PIPE THROUGH WALL TO FREEZEPROOF WALL HYDRANT

(FPWH-1). PROVIDE PIPE SLEEVE FOR PIPE EXTENDING

THROUGH OUTSIDE WALL. MOUNT WALL HYDRANT (FPWH-1) AT

28" ABOVE FINISHED GRADE (TYPICAL).

K D

N D

. 0

- G

A L R

-2 9-

2 1

3" DOMESTIC WATER

BUILDING SUPPLY

110 DEG. F. DHW

3/4" DHWR

AQUASTAT

TEMPERED

FIXTURES

110 DEG. F.

RCP-1

ISOLATION

VALVE

CHECK

VALVE

SELF-CONTAINED

AUTOMATIC TEMPERING

VALVE (MV-1)

HEAT

TRAP

2" D

H W

2" D

C W

THERMOMETER AND

WELL (TYP.)

HEAT TRAP

3" DCW FROM COLD

WATER MAIN

VACUUM RELIEF

VALVE

EXPANSION TANK

FLOW CHECK

VALVE (TYPICAL)

BALL VALVE (TYPICAL)

Y-STRAINER (TYPICAL)

FLOW SWITCH

(TYPICAL)

WATER HEATER

CIRCULATOR (TYPICAL)

GWH-2 GWH-1

432 GALLON

STORAGE

TANK

UNION (TYPICAL

2" D

H W

THERMOMETER

2" D

H W

TEMPERATURE &

PRESSURE RELIEF

VALVE - SET AT 160

DEG. / 125 PSI

140 DEG. F.

DRAIN

D C

W D

C W

110 DEG. F.

DHW

DCW

ISOLATION VALVE

RELIEF VALVE

(TYPICAL)

CHECK

VALVE

CHECK

VALVE

NOTE:

PROVIDE PIPE SIZES TO AND FROM WATER

HEATERS TO STORAGE TANK PER

MANUFACTURER'S RECOMMENDATIONS.

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

N U

1 2 3 4 5

P-503

D O

H O

T W

O R

T C

N , C

O O

A D

E O

A, N

M . H

M . S

F_ D

M _M

.rv t

-2 8-

Y2 1)

K D

N D

. 0

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A L R

-2 9-

2 1

NOT TO SCALEA1

DOMESTIC HOT WATER HEATERS

AND STORAGE TANK SCHEMATIC

POINT LOAD LOCATION

ON TOP CHORD

ADD (2) STEEL ANGLES PER

STEEL JOIST SUPPLIER

TYP

ADD (2) STEEL ANGLES PER

STEEL JOIST SUPPLIER

POINT LOAD LOCATION

ON BOTTOM CHORD

NOTE:

1. USE THIS DETAIL WHERE INDICATED TO BE REQUIRED BY THE STEEL JOIST SUPPLIER. ANGLES TO BE IN PLACE PRIOR TO APPLICATION OF LOAD. CONTRACTOR SHALL COORDINATE ALL SUPERIMPOSED LOADS WITH THE JOIST SUPPLIER PRIOR TO JOIST FABRICATION. LOCATIONS OF THESE LOADS SHALL BE ON THE SUBMITTED JOIST SHOP DRAWINGS.

2. JOIST SUPPLIER SHALL PROVIDE WELD SIZE AND STEEL ANGLE SIZE.

15 - SECOND FLOOR20 - SECOND FLOOR

20 - SECOND FLOOR

16 - SECOND FLOOR

14 - SECOND FLOOR

16 - SECOND FLOOR

18 - SECOND FLOOR 19 - SECOND FLOOR

11 - REAR LOW ROOF

17 - SECOND FLOOR

8 - FRONT ROOF

7 - FRONT ROOF

2 - ARCH. ROOF

8 - FRONT ROOF

6 - FRONT ROOF

4 - FRONT ROOF

3 - ARCH. ROOF

10 - REAR HIGH ROOF

9 - REAR HIGH ROOF

1 - GYM ROOF

5 - FRONT ROOF

1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 12 2

2 2

HANGING COLUMN 1:

UNFACTORED DEAD LOAD: 14.0 KIPS

UNFACTORED LIVE LOAD: 11.0 KIPS

HANGING COLUMN 2:

UNFACTORED DEAD LOAD: 16.0 KIPS

UNFACTORED LIVE LOAD: 12.5 KIPS

HANGING COLUMN 3:

UNFACTORED DEAD LOAD: 8.0 KIPS

UNFACTORED LIVE LOAD: 6.5 KIPS

HANGING COLUMN 4:

UNFACTORED DEAD LOAD: 10.0 KIPS

UNFACTORED LIVE LOAD: 7.5 KIPS

HANGNING COLUMN

REACTION KEY, TYP

PLAN NORTH

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

N U

1 2 3 4 5

F-

-0

S-004

N O

L O

T C

N , C

O O

A D

E O

A, N

R N

W . B

F_ D

M _S

Y2 1)

STEEL JOIST NOTES:

SJ-1. STEEL JOISTS SHALL CONFORM TO THE 2015 STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE (SJI).

SJ-2. JOIST BRIDGING SIZE, SPACING, SEAT HEIGHT, LENGTHS, AND LOCATIONS SHALL BE DETERMINED BY THE JOIST SUPPLIER.

SJ-3. CONCENTRATED LOADS FROM MECHANICAL (INCLUDING THE AIR HANDLER UNITS) AND ELECTRICAL EQUIPMENT, AS WELL AS FROM ARCHITECTURAL COMPONENTS SHALL, SHALL BE LOCATED AT JOIST PANEL POINTS WHERE PRACTICAL. WHERE NOT PRACTICAL, EXTRA JOIST WEB MEMBERS OR SUPPLEMENTARY STEEL ANGLES SHALL BE PROVIDED. COORDINATE PROCUREMENT, SIZE, LOCATIONS, AND INSTALLATION OF EXTRA JOIST WEB MEMBERS WITH JOIST SUPPLIER. SEE DETAIL ON THIS SHEET FOR TYPICAL SUPPLEMENTARY

BRACING.

SJ-4. CONTRACTOR SHALL COORDINATE WITH THE JOIST SUPPLIER FOR SUSPENDED BASKETBALL HOOPS, SUSPENDED VOLLEY BALL NETS, SCOREBOARDS, AIR HANDLER UNITS, AND OTHER EQUIPMENT. JOISTS SHALL BE DESIGNED FOR ADDITIONAL LOADS AND

NECESSARY ATTACHMENTS.

SJ-5. GYM ROOF JOIST LOADS IN THE SCHEDULE EXCLUDE REACTIONS FROM HANGING COLUMNS SUPPORTING THE SUSPENDED TRACK.

THE HANGING COLUMN REACTIONS (TO THE WT) SHALL BE AS SHOWN ON THE "HANGING COLUMN REACTIONS" ON THIS SHEET. THE LOADS IN THE JOIST LOADING SCHEDULE ARE BASED ON THE TYPICAL GYM ROOF JOIST SPACING OF 8'-0".

SJ-6. LOCATIONS AND DETAILS OF JOIST BRIDGING CONNECTIONS TO PRECAST CONCRETE PANELS SHALL BE COORDINATED WITH PRECAST SUPPLIER TO AVOID INTERFERENCE WITH PRECAST PANEL TENDONS AND REINFORCEMENT.

SJ-7. STEEL JOISTS SHALL NOT BE RELEASED FOR FABRICATION UNTIL THE PRECAST CONCRETE WALL PANEL SHOP DRAWINGS HAVE

BEEN APPROVED.

SJ-8. STEEL JOISTS DESIGN LOAD COMBINATIONS SHALL BE BASED OFF OF THE LOAD COMBINATIONS IN IBC 2018. FOR UPLIFT LOAD

CONDITIONS THE DEAD LOAD OF THE ROOF SHALL BE IGNORED.

SJ-9. ALL CONNECTIONS BETWEEN THE STEEL JOISTS AND THE PRECAST WALL SHALL BE DESIGNED BY THE STEEL JOIST SUPPLIER WITH THE EXCEPTION OF THE EMBEDDED PLATES, WHICH SHALL BE DESIGNED BY THE PRECAST WALL SUPPLIER.

SJ-10. THE GYM ROOF JOISTS SHALL BE DESIGNED TO PROVIDE A CAMBER FOR THE DEAD LOAD FROM THE ROOF, JOISTS, AND HANGARS.

THE GYM ROOF JOISTS SHALL BE DESIGNED SUCH THAT ADDITIONAL DEFLECTION AT THE HANGARS FROM TRANSIENT LOADS AFTER

CONSTRUCTION SHALL NOT EXCEEED 2 INCHES.

SJ-11. GROUP CLASS FITNESS ROOMS SHALL BE DESIGNED FOR VIBRATION IN ACCORDANCE WITH AISC "DESIGN GUIDE 11: VIBRATION OF STEEL-FRAMED STRUCTURAL SYSTEMS DUE TO HUMAN ACTIVITY (SECOND EDITION)" DATED 2016. THE FLOOR SHALL BE DESIGNED FOR VIBRATIONS FOR "AEROBIC" USE AND A TOLERANCE ACCELERATION LIMIT FOR "RHYTHMIC ACTIVITY ONLY" IN ACCORDANCE WITH CHAPTER 5 OF THE DESIGN GUIDE. BRIDGING, STUD SIZE, AND SPACING SHALL BE DESIGNED BY THE STEEL JOIST SUPPLIER AS

REQUIRED FOR VIBRATIONS.

JOIST LOADING SCHEDULE

LOCATION

JOIST

DESIGNATION

APROXIMATE

LENGTH

(VERIFY) SLOPE SEAT DEPTH

DEFLECTION

LIMIT

JOIST LOADS

NOTESROOF LIVE LIVE

POSITIVE

WIND*

NEGATIVE

WIND* SNOW

1 - GYM ROOF 88DLH21 120' - 0" 1/2" / 12" 7 1/2" L/360 160 lb/ft 290 lb/ft 410 lb/ft 390 lb/ft SJ-4, SJ-5, AND SJ-10

2 - ARCH. ROOF 22K4 24' - 6 1/8" 2 1/2" / 12" 5" L/180 100 lb/ft 120 lb/ft 630 lb/ft 180 lb/ft 3 - ARCH. ROOF 10K1 12' - 7 1/8" 2 1/2" / 12" 4" L/180 100 lb/ft 120 lb/ft 630 lb/ft 175 lb/ft 4 - FRONT ROOF 20K5 24' - 5 1/8" 2 1/2" / 12" 5" L/360 80 lb/ft 150 lb/ft 620 lb/ft 320 lb/ft 5 - FRONT ROOF 20K6 24' - 6 3/16" 2 1/2" / 12" 5" L/360 80 lb/ft 150 lb/ft 620 lb/ft 320 lb/ft 6 - FRONT ROOF 20K6 26' - 0 9/16" 2 1/2" / 12" 5" L/360 80 lb/ft 150 lb/ft 620 lb/ft 320 lb/ft 7 - FRONT ROOF 28LH09 43' - 5 15/16" 2 1/2" / 12" 5" L/360 80 lb/ft 150 lb/ft 620 lb/ft 320 lb/ft 8 - FRONT ROOF 28LH10 45' - 1 3/8" 2 1/2" / 12" 5" L/360 80 lb/ft 150 lb/ft 620 lb/ft 320 lb/ft

9 - REAR HIGH ROOF 10K1 10' - 10 1/16" 1/2" / 12" 4" L/360 60 lb/ft 110 lb/ft 470 lb/ft 200 lb/ft 10 - REAR HIGH ROOF 40LH15 67' - 7 11/16" 1/2" / 12" 5" L/360 60 lb/ft 110 lb/ft 470 lb/ft 370 lb/ft 11 - REAR LOW ROOF 32LH13 53' - 9 9/16" 1/2" / 12" 5" L/360 60 lb/ft 60 lb/ft 420 lb/ft 390 lb/ft 14 - SECOND FLOOR 20K3 17' - 0 1/2" - 2 1/2" L/360 300 lb/ft 15 - SECOND FLOOR 20K3 18' - 4" - 2 1/2" L/360 300 lb/ft 16 - SECOND FLOOR 24K5 24' - 4" - 2 1/2" L/360 300 lb/ft 17 - SECOND FLOOR 28K6 25' - 7" - 4" L/360 300 lb/ft 18 - SECOND FLOOR 36CJ 26' - 7" - 5" L/360 350 lb/ft SJ-11 19 - SECOND FLOOR 36CJ 27' - 1" - 5" L/360 350 lb/ft SJ-11 20 - SECOND FLOOR 28LH12 40' - 11" - 5" L/360 300 lb/ft

NTSS-004

3 TYP. SUPPLEMENTAL BRACING FOR JOIST AT POINT LOADS

NTSS-004

1 STEEL JOIST SECOND FLOOR AND LOW ROOF PLAN

NTSS-004

2 STEEL JOIST HIGH ROOF PLAN

NTSS-004

4 HANGING COLUMN REACTIONS

K D

N D

A L R

S 3 -

-2

*THE "POSITIVE WIND" LOAD INDICATES WIND LOAD THAT IS ACTING DOWNWARD NORMAL TO THE ROOF SURFACE. NEGATIVE WIND PRESSURE INDICATES SUCTION WIND LOAD ACTING NORMAL TO THE ROOF SURFACE IN AN UPWARD DIRECTION.

STEEL DECK

STEEL BEAM

10"

1/4

L4x4x3/8 (AT K JOIST) WT8x18 (AT LH JOIST)

UNIT CURB

COORD W

ITH

L4x4x3/8 (AT K JOIST) WT8x18 (AT LH JOISTS)

STEEL

JOISTS

NOTES:

1. ANGLES SHALL BE LOCATED UNDER THE EQUIPMENT PER

MANUFACTURER'S RECOMMENDATION.

2. THIS DETAIL DOES NOT APPLY TO THE GYMNASIUM ROOF. THE

PENETRATIONS FOR THE AIR HANDLER UNIT IN THE GYMNASIUM

ROOF SHALL BE SIMILAR AND SHALL BE STAMPED BY A

PROFESSIONAL ENGINEER AND SUBMITTED TO THE GOVERNMENT

FOR APPROVAL.

1/4" CONT.

BENT PLATE

PRECAST WALL

3/16

EMBEDED PLATE DESIGN

BY PRECAST SUPPLIER

STEEL DECK SPANNING

PERPENDICULAR AT SIMILAR

PRECAST WALL

CONTINUOUS

EMBEDED PLATE BY

PRECAST SUPPLIER

3/16

@ 18" MAX

STEEL DECK

L3X2X3/16

CONTINUOUS

STEEL JOIST

CONNECTION BY

CONTRACTOR AND

JOIST MANUFACTURER

10"X4"X1/4"

BENT PLATE

METAL STUDS PER

CONTRACTOR

10"X4"X1/4" BENT PLATE

NOTE: STEEL DECK NOT SHOWN FOR CLARITY.

STEEL JOIST

CONNECTION BY

CONTRACTOR AND

JOIST MANUFACTURER

STEEL ANGLE BY

CONTRACTOR

(SEE NOTE)

METAL STUDS PER

CONTRACTOR

NOTE: STEEL ANGLE WITH NOTE AND CONNECTION OF THIS STEEL ANGLE TO

THE JOISTS SHALL BE DESIGNED TO SUPPORT THE METAL STUD FRAMING FOR

THE SKYLIGHT. THE METAL STUD FRAMING MAY BE DESIGNED TO SPAN

BETWEEN THE TWO STEEL ANGLES AS SHOWN OR ADDITIONAL STEEL MAY BE

PLACED AT THE BOTTOM OF THE STUD WALL AT THE CONTRACTOR'S OPTION.

DESIGN FOR A LATERAL LOAD OF 10 PSF ON THE BUILDING INTERIOR.

STEEL JOISTS

STEEL ANGLE BY

CONTRACTOR

CONNECTION BY

CONTRACTOR AND

JOIST MANUFACTURER

METAL STUDS PER

CONTRACTOR

10"X4"X1/4" BENT PLATESTEEL DECK

NOTE: SEE ARCHITECTURAL FOR

ADDITIONAL DETAILS

S-560

L4X4X1/2

3/16

HSS9X9X5/8

STEEL DECK

STEEL

DECK

1' - 11" 4"

STEEL BEAMS

STEEL

DECK

9" 3' - 5" 1"

STEEL BEAMS

STEEL

DECK

1' - 11" 6"

STEEL BEAMS

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

N U

1 2 3 4 5

F-

-0

S-560

R O

O F

T C

N , C

O O

A D

E O

A, N

R N

W . B

F_ D

M _S

Y2 1)

NOT TO SCALES-560

3 ROOF DECK @ BEAM DETAIL 2

NTSS-560

2 TYP. FRAMING AT ROOF

1 1/2" = 1'-0"S-560

4 ROOF AT PRECAST WALL WITH PARAPET

1 1/2" = 1'-0"S-560

1 DECK BEARING @ PRECAST

1/2" = 1'-0"S-560

9 SKYLIGHT FRAMING PLAN A

1/2" = 1'-0"S-560

10 SKYLIGHT FRAMING PLAN B

1/2" = 1'-0"S-560

11 SKYLIGHT SECTION

1' 2'0 6"

1 1/2" = 1' - 0"

0 1' 2'6"

1" = 1' - 0"

K D

N D

A L R

S 3 -

-2

1 1/2" = 1'-0"S-560

5 ROOF DECK AT HSS

1" = 1'-0"S-560

6 ARCHITECTURAL ROOF EDGE GRID 1

1" = 1'-0"S-560

7 ARCHITECTURAL ROOF EDGE GRID 2

1" = 1'-0"S-560

8 ARCHITECTURAL ROOF EDGE GRID 4

2' 4'0 1'

1/2" = 1' - 0"

S S

SS S

FITNESS MODULE

FITNESS/GYM

STORAGE

FITNESS

ASSESSMENT

STAIRS

ST-103

RESTROOM

114B

RESTROOM

114A

CORR

110 STOR.

ELEC

115B

STRETCHING

TELECOMM

109A

ELEC

ELEV MECH

CORR.

103B

ELEVATOR

EL-101

TYP.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D…

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File details come from the government source that posted it. Updated Apr 2, 2021.