719_BC-PH2_SF600(Amend5).pdf

11' - 8" 1' - 2" 11' - 8"

TANK,

CHILLERS

NOT IN

CONTRACT,

FUTURE PHASE

P1

F1 [-2' - 0"]

P2

F2 [-2' - 0"]

P1

F1 [-2' - 0"]

P1 F1 [-2' - 0"]

P2 F2 [-2' - 0"]

P1 F1 [-2' - 0"]

W

X6

W

X6

W

X6

SU

PP

O R

T

SP

AN

5'

0"

DIMENSIONS MAY VARY, COORDINATE WITH MANUFACTURER

SF600

A

SF600

SF600

W

X6

MECHANICAL YARD NOTES

1. ALL ELEVATIONS WITH RESPECT TO FINISH GRADE AT THE MECHANICAL YARD. SEE CIVIL

SHEETS FOR ELEVATION.

2. SUPPORTS ARE DESIGNED FOR A UNIT WITH A WEIGHT UP TO 47,500LB, WITH A MAXIMUM OF

55% OF TOTAL UNIT WEIGHT ON EITHER SUPPORT RAIL.

3. SUPPORT SPAN SHOWN MAY BE UP TO 25' WITHOUT FURTHER ENGINEERING

REVIEW. SELECTED UNITS WITH A REQUIRED SUPPORT BEAM LENGTH OVER 25' REQUIRE

SUPPORT BEAM VERIFICATION BY DESIGNER OF RECORD.

4. COORDINATE PLAN DIMENSIONS, INCLUDING SUPPORT SPAN, SUPPORT SPACING, AND

SPACING BETWEEN ADJACENT UNITS WITH MANUFACTURER REQUIREMENTS. IF UNIT SPACING

REQUIRES AN INCREASE IN DISTANCE BETWEEN BEAMS ON PIER P2 OF OVER 4", CONSULT

DESIGNER OF RECORD FOR REVISED P2 DIMENSIONS AND REINFORCEMENT.

5. HOLDING TANK REINFORCEMENT TO BE #5 @ 4" OC EW, EF UON FOR WALLS, TOP, AND BASE.

6. TOP OF STEEL FOR SUPPORT BEAMS TO BE 6'-0" ABOVE FINISH GRADE.

7. FOOTING DESIGN ASSUMES A MAXIMUM WIND AREA FOR THE UNIT OF 500 SQ. FT. ON THE

LONG SIDE, AND 240 SQ. FT. ON THE END. THIS IS EQUIVALENT TO A UNIT 25' BY 12' IN PLAN

SIZE WITH A MAXIMUM HEIGHT OF 20 FEET. SELECTED UNITS WITH A WIND AREA GREATER

THAN THE AREAS GIVEN REQUIRE FOOTING VERIFICATION BY DESIGNER OF RECORD.

8. FOOTINGS F1 AND F2 MAY BE POURED AS A SINGLE, FULL LENGTH COMBINED FOOTING ON

EACH SIDE OF THE HOLDING TANK AT THE OPTION OF THE CONTRACTOR, WITHOUT

FURTHER ENGINEERING REVIEW. THE REINFORCEMENT SHOWN MUST BE CONTINUOUS

THROUGHOUT THE FULL LENGTH OF THE COMBINED FOOTING IF THE CONTRACTOR ELECTS

TO CONSTRUCT IN THIS MANNER.

(NOTES APPLY TO SHEET SF600 ONLY)

TANK,

CHILLERS

SF600

SF600

20' - 8"

8'

0" 8'

0"

24" SERVICE MANHOLES

1'

4" 1' - 4" 1' - 4"

1'

4"

3' - 4"

" 8'

0"

SF600

1' - 4" 1' - 4"

1' - 4"

VA

R

IE

S

SEE PLAN

REINFORCEMENT:

VERTICAL: 8 - #8

STIRRUPS: #5 @ 6" OC

2' - 0"

2'

0"

REINFORCEMENT:

VERTICAL: 12 - #8

STIRRUPS: #5 @ 6" OC

3' - 2"

2'

0"

BM, BP, P1

SEE PLAN

BP, P1, AB

SEE PLAN

4"

PL1"X1'-6"X8"

1'

6" T

YP

1" NONSHRINK

GROUT

3/16

3/16

TYP

3/4" AB WITH

LEVELING NUTS

PL1/4" STIFFENERS

COPE CORNERS 1"

BM SEE PLAN

2" 3/8 6

BOTH

FLANGES

CENTER UNIT

SUPPORT OVER

BEAM CL (TYP)

US Army Corps of Engineers ®

SHEET ID

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

4/

/2

6:

:0

PM

SF600

PHASE 2

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

MECHANICAL YARD PLAN

3/8" = 1'-0"SF600

A HOLDING TANK PLAN

3/8" = 1'-0"SF600

1 SECTION

3/8" = 1'-0"SF600

2 SECTION

0'

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

3' 6' 9' 12'

0'

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

2' 4' 6' 8'

SPREAD FOOTING SCHEDULE

MARK WIDTH LENGTH DEPTH REINFORCEMENT

F1 7' - 0" 10' - 0" 2' - 0" #6 @ 6" OC, EW, T&B

F2 7' - 0" 12' - 0" 2' - 0" #6 @ 6" OC, EW, T&B

SCALE: 1" = 1'-0"

PIER P1

SCALE: 1" = 1'-0"

PIER P2

0' 1' 2' 3'

SCALE: 1" = 1' - 0"

M

AR

K D

ES

C

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IP

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O

N D

AT

E

AM

E N D

M

EN

T

-0 4-

1 4

AM

E N

D M

EN

T

-0

4- 2 1

1" = 1'-0"SF600

5 SECTION AT PIER P1

PIER P2 SIMILAR