HomeMy WebLinkAboutTANK SPECS AND TIE DOWNS ASMEQuality Steel Corporation AG/UG Propane Tanks
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WATER
CAPACITY
DIAMETER
(OD)
HEAD
TYPE
OVERALL
LENGTH
OVERALL
HEIGHT
LEG*
WIDTH
LEG'*
SPACING
WEIGHT
(lbs.)
**QUANTITY
FULL LOAD
PER'STACK
*120 wg.
24"
Ellip.
5'-8"
3'
1'-1 1/2"
2-101/2''
or 3-11
260
108' 96
161 12
*250 wg.
30"
Hemi.
7'-10"
3'-8"
1'-5"
. 4'-11"
480
54
9
*320 wg.
30"
Hemi.
9'-7"
3`-8"
1'-5"
5'
620
45
9
500 wg.
37 1/2"
Hemi.
10'
4'-2"
11-8"
5'
950
37 1 30'
8 16
1000 wg.
41"
Hemi.
16'
4'-5"
1'-8"
101.1"
1,800
17 1 15
6 15
1450 wg.
46 1/2"
Ellip.
17'-4"
4'-11"
1'-9"
111.711
2,650
12
4
1990 wg.
46 1/2"
Ellip.
23'-11"
4'-11"
1'-9"
16'
3,520
8
4
Dimensions and specifications shown are approximate. Individual vessels may vary.
Leg spacing +/- 2". Leg widths and spacing may vary based on mfg. location. Check with your salesperson for details. 120, 250, 320 wg. standard tanks
no holes in legs (one center hole on request). 500 and 1000 wg. standard tanks - 2 holes 16" on center. 1450 wg. and up as shown above.
°i Full load and stack quantities vary by shipping location. Check with your salesperson for details.
General- Soecifications
- Conforms to the latest edition of ASME Rules for Construction of Pressure Vessels, Section VIII, Division 1.
Complies with NFPA 58.
- Rated at 250 psig from -20" F to 12SO F. All vessels registered with National Board.
-Two service. options available:
Option 1: Ready -to -bury underground option, coated with either powder coated phenolic epoxy finish
or liquid applied epoxy primer coat followed by urethane top coat, supplied with composite'
AG/UG dome.
Option 2: -Aboveground option, coated with either powder coated TGIC polyester finish or liquid
applied epoxy primer coat followed by urethane topcoat, supplied with steel AG/UG dome.
- All vessels are shipped vacuum pre -purged to enable simplified first fill of the vessel.
Updated June 30, 2015
STORAGE TANK IS ADEQUATELY
ANCHORED TO PREVENT FLOATATION,
COLLAPSE OR LATERAL MOVEMENT
DURING THE BASE FLOOD EVENT.
ALL WORK SHALL BE IN ACCORDANCE WITH
NFPA 54-58, NATIONAL FUEL GAS CODE
AND FLORIDA FUEL GAS CODE 2017 &
FLORIDA BUILDING CODE 2017.
TANKS INSTALLED IN TRAFFIC AREAS
SHALL BE PROTECTED WITH GALV. STEEL
SCHED. 80 PIPE BOLLARDS (4"0) 6' LONG
X 3' BURY DEPTH WITH CAP ® 3' O.C.
Gf
SIDE ELEVATION
GRASS COVER
PROPANE TANK BUOYANCY
MAX BUOYANCY = pw*g*Vtonk
= 1.94 slug/ft' 32.2 ft/s2 * 66.84 ft'
= 4176 LBS
NET BUOYANCY = MAX BUOYANCY - WEIGHT OF EMPTY TANK
= 4176 LBS - 871 LBS
= 3305 LBS
FORCE ON r CABLE = 3305 / 2 = 1653 LBS
TENSILE STRENGTH OF � CABLE = 12000 LBS / 5 = 2400 LBS
FORCE ON AUGER ANCHOR = 1653 / 2 = 827 LBS
MIN. PULL-OUT RESISTANCE OF AUGER ANCHOR = 1360 LBS
—1
I
1 LP TANK
I �
I �
I
17LB. ANODE BAG �- -
FRONT ELEVATION
!EL
LY.
LONG W/ 6" 0 HELIX
4 TOTAL
CALE 1/4" = 1'-0"
(MAX COVER)1'-
i
EXCAVATION SIZE:
i 1 12'L x 4'W x 4.5'D
' 7x19 GALV.
AIRCRAFT CABLE
STRAPPING BOLT
AUGER ANCHOR, 36°
LONG W/ 6"0 HELIX
SCALE 1/9" = I'
Thompson Gas
1786 SW Biltmore St.
Drt St. Lucie, FL 34984
Port Pierce Engineering, Inc.
Dependable Mechanical, Electrical
& Plumbing Design
C.A. No. 28173
315 South 7th Street
Fort Piet -cc, FL. 34950
Phone: 772 672-4636
Fax: 772 672-4637
Eric J. Svoboda, PE
P.E. No. 60982
ISSUE DATE:
DRAWN: EJS
APPROVED: EJS
DRAWING NUMBER
0
LP500