ST101.pdf
PDF 485 KB Posted
- Solicitation number
- N4008021R6986
About this file
This solicitation package outlines requirements for a design-build construction project for the Marine Corps Reserve Center in Camp Fretterd, Maryland. The project scope includes constructing a new 35,130 square foot single-story reserve center facility with an armory, drill hall, locker rooms, classrooms, fitness center, offices and covered weapons cleaning area. Additional construction includes a 10,968 square foot single-story vehicle maintenance facility with vehicle bays, offices and carpentry shop, and a 4,000 square foot single-story organic storage shed. The solicitation is issued by the Naval Facilities Engineering Command for the Department of the Navy, with responses due by the date specified in the solicitation package. Interested contractors should review submission requirements and specifications contained therein to understand what products and services are being solicited and ensure any response complies with terms of the solicitation.
View the file
Other files
Show 40 more
Latest 50 of 55 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SEAL
DRAWFORM REVISION: 10 MARCH 2009
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
1624807
M A
R
IN
E C
O R
P S
R E
S E
R V
E C
E N
TE
R
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D , W
A S
H
IN
G
TO
N
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
A/E INFO
04/16/2021
3/16" = 1'-0"
TANK ELEVATION
1'-6" DIAMETER TANK VENT,
SEE GENERAL NOTE 2 AND
LADDER SHIELD
SEE
3/4
LADDER AND
SAFETY CAGE
SEE
30" DIA
MANWAY
CONCRETE RINGWALL
GENERAL NOTES:
FULL CAPACITY
HEIGHT
RADIUS A - TANK WALL
221,757 GAL
32'-0"
17'-7"
DESIGN CRITERIA
1. TANK DESIGN CRITERIA:
AWWA D100-11 AND AS MODIFIED BELOW:
DESIGN METAL TEMPERATURE (DMT) 17 DEG F
IMPACT (CHARPY) TEST IN ACCORDANCE WITH
AWWA D100, SECTION 14.2. ACCEPTANCE
CRITERIA: 15 FT - LB AT DMT.
FABRICATE TANK FROM ASTM A36
MINIMUM PLATE THICKNESS 1/4"
RISK CATEGORY IV
GROUND SNOW LOAD
WIND LOAD:
BASIC WIND SPEED (3-SECOND GUST)
EXPOSURE
IMPORTANCE FACTOR
2. LOCATE TANK VENT AS NEAR TO ROOF APEX AS PRACTICABLE.
3. PROVIDE INSULATION SYSTEM (WITH AN R-VALUE NOT LESS THAN 13 AND MINIMUM THICKNESS OF 2") ON THE EXTERIOR TANK
SHELL AND ROOF. INSULATION SYSTEM SHALL HAVE AN INTEGRAL PREFINISHED ALUMINUM OUTER FACE. THE FACTORY
FINISHED PANELS SHALL BE SECURED IN PLACE WITH MANUFACTURER'S METAL STRAP SYSTEM, SEE SPEC SECTION 33 16 13.
6 GAUGE MINIMUM THICKNESS. REFER TO SPECIFICATIONS FOR DESIGN AND COATING REQUIREMENTS.
4. PROVIDE SAFETY CHAINS WITH SNAP HOOK AT LADDER OPENING TO ROOF PLATFORM.
PROVIDE GALVANIZED STEEL PLATE SIGN WITH WARNING "DO NOT CLIMB OVER
RAILING" ATTACHED TO RAILING. SIGN DIMENSIONS: 12" HIGH x 18" WIDE.
5. COAT STEEL SURFACE UNDER CENTER COLUMN PRIOR TO SETTING COLUMN.
25 PSF
113 MPH
C
1.15
TANK PLAN
3/16" = 1'-0"
TANK REFERENCE LINE
MANWAY
TYP OF 2
SEE
NOTES:
1. ALL PIPING TO BE ASTM A53, GRADE B, TYPE E
OR S, SCH 80 UNLESS NOTED OTHERWISE.
COMPLY WITH ASME B31.3 NORMAL FLUID
SERVICE CATEGORY.
2. SHOP COAT ANCHOR BOLTS (NOT THREADS)
WITH ONE COAT EPOXY. FIELD FINISH EXPOSED
PORTIONS OF ANCHOR BOLTS DURING FIELD
COATING OF TANK.
3.
COLUMN BASE
PLATE BY TANK
MANUFACTURER
ROOF LIVE LOAD 40 PSF
GUST FACTOR: 1.0
SEISMIC LOADS: S
= 0.044g
S
S
= 0.145g
S
MS
= 0.232g
S
M1
= 0.104g
S
DS
= 0.155g
S
D1
= 0.07g
Risk Category IV
Site Class = C
R
A
D
I
U
S
A
5'-0" DIA
FLAT AREA
ROOF HATCH,
SEE
ASTM F1554, GRADE 36,
1 1/4" DIA ANCHOR BOLTS
AND ANCHOR CHAIRS,
TYP 11 PLACES, SEE
PROVIDE 11 ANCHOR
CHAIRS & BOLTS,
EQUALLY SPACED
AROUND TANK
PERIMETER
PROVIDE CONICAL SURFACE WITH
2"/10' SLOPE DOWN FROM CENTER
TOP OF TANK
FLOOR PLATE
TOP OF
TANK
BOTTOM
PLATE
TOP OF
RINGWALL
N
OVERFLOW
PIPE, SEE
ROOF VENT, SEE
SEE
A
ST501
ST101
N/A
T A
N K
P
L A
N
E
L E
V A
T I O
N
A
D
O T
E S
FD
RB
TT
02/18/21
MIN 3/8" SHELL
THICKNESS
MIN 1/4" SHELL
THICKNESS
4°
10" SUCTION PIPE
8" RETURN PIPE
3" POTABLE
WATER INLET PIPE,
SEE
4" WATER TRUCK FILL PIPE, SEE
HEATER
HEATER TYP,
SEE
OVERFLOW
EL 730.30'
3" POTABLE WATER
INLET EL 730.50'
4" WATER TRUCK FILL
PIPE EL 730.50'
4" TANK DRAIN
COORDINATE PIPE LOCATIONS NEAR TOP OF
TANK SHELL TO CLEAR ROOF RAFTERS.
VORTEX
BREAKER,
SEE
ST502
ST502
ST501
ST501
ST301
ST501
ST502
ST503
ST503
ST501
ST102
ST503
ST102
HEATER
45° ELBOW
'-1
TOP OF SOIL EL= 699.70'
AT CENTER OF TANK
ST504
PUMP SHED
3-INCH FLANGE FOR
LEVEL/TEMPERATURE
ELEMENT
13133705
1-1/2-INCH FLANGE FOR FLOAT
AND BOARD LEVEL GAUGE,
SEE GENERAL NOTE #7.
BOARD LEVEL GAUGE,
SEE GENERAL NOTE #6.
ATTACH LEVEL BOARD
SUPPORT BRACKETS TO
TANK LADDER.
SEE GENERAL NOTE #6.
NOTCH LADDER SHIELD AS NEEDED TO
ACCOMMODATE TANK LEVEL BOARD
MOUNTING BRACKETS
6. COORDINATE WITH TANK LEVEL GAUGE SUPPLIER FOR SST BRACKET LOCATIONS, SIZE
AND MOUNTING REQUIREMENTS. CUSTOM BRACKETS WILL BE REQUIRED TO MOUNT THE
LEVEL BOARD TO THE LADDER. BRACKETS WILL NEED TO BE LOCATED SO THAT THEY
DO NOT INTERFERE WITH THE TANK INSULATION OR LADDER GUARD.
7. GENERAL CONTRACTOR TO COORDINATE WITH TANK FABRICATOR, LEVEL GAUGE
SUPPLIER, AND INSULATION MANUFACTURER TO DETERMINE THE LOCATION, NUMBER
AND TYPE OF ROOF PENETRATIONS AND METHODS OF LEVEL BOARD ATTACHMENT.
A
D
E
X T
E R
N A
L
T
A N
K
L E
V E
L
G
A U
G
ST101 - TANK PLAN, ELEVATION, AND NOTES
| 2021-06-10T09:25:39-0400 | |
| Terri Tovey |
File details come from the government source that posted it. Updated .