720_BC-PH3-SF600.pdf
Standard Form PDF 211 KB Posted
- Attached to
- Battalion Complex (Amendment 8)
- Solicitation number
- W9123620R0001
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Other versions and copies of SF 600
| File | Revision | Posted | Attached to |
|---|---|---|---|
| SF600-18.pdf | Revision not stated | Medical Surveillance | |
| SF_600.pdf | Revision not stated | Employment Physicals | |
| SF_600.pdf | Revision not stated | MEDICAL SERVICES | |
| SF_600_(atch_3).pdf | Revision not stated | Medical Examination Services - Grissom ARB, IN FA4654-14-B-0001 | |
| SF_600.pdf | Revision not stated | Medical Examination Services - Grissom ARB, IN |
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Text version
A
4.0
LGLA
L5
L6
SF600
8' - 0"
4' - 0" 4' - 0"
C TANK
CHILLERS
L
W
X
W
X
PHASE 3 BUILDING COLUMN LA
FINISHED
GRADE
#3 @ 6" IN REMAINDER
LENGTH OF COLUMN6
7' - 0"
W14X68
#6 @ 6" EW, T&B
SF600
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.
5. 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.
6. FOOTINGS MAY BE POURED AS A SINGLE, FULL LENGTH COMBINED FOOTING ON EACH SIDE OF
THE HOLDING TANK AT THE OPTION OF THE CONTRACTOR, WITHOUT FUTHER 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)
BM, BP, P1
SEE PLAN
BP, P1, AB
SEE PLAN
4"
PL1"X1'-6"X8"
T Y
P
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
W14 x 68 CENTER UNIT
SUPPORT OVER
BEAM CL (TYP)
REINFORCEMENT:
VERTICAL: 8 - #8
STIRRUPS: #3 @ 6" OC
2' - 0"
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.
N O
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PHASE 3
R M
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L Y
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:5
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M
SF600
M E
C H
IN
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D a te
1/4" = 1'-0"
COOLING TOWER BASE PLAN
3/4" = 1'-0" SF600
SECTION3
1" = 1'-0" SF600
DETAIL1
1" = 1'-0" SF600
SECTION2
N
4' 8' 12'
SCALE: 1/4" = 1' - 0"
0'1' 2' 3' 4'
SCALE: 3/4" = 1' - 0"
0'1' 2' 3'
SCALE: 1" = 1' - 0"
0'
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