HomeMy WebLinkAboutPROPANE TANK SPECIFICATIONS Quality Steel Corporation G Py0pane TanksLVjerH
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ABOVEGROUND/UNDEGROUND'(AG/UG)VESSEL DIVENSIONS AND SPECIFICATIONS
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WATER DIAMETER HEAD OV.ERALL OVERALL LEG* LEG** WEIGHT "QUANTITY
CAPACITY (OD) TYPE LENGTH HEIGHT WIDTH SPACING (lbs,) FULLLOAD PER'STACK
Dimensions and specifications shown are approximate. Individual vessels may vary.
^Leg spau" +/-2". Leg widths and spacing may vary based o"mfg.lo=u"" Check with your salesperson for details. 120,250,320wg.standard tanks
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'no holes mlegs(one center hole onrequo* 50m and 10uo°g.standard tanks z holes u6"on center. ms wmnnoupas shown above.
"^Full load and stack quantities vary uv shipping location. Check with your salesperson for details.
'Conforms to the latest edition ofASM[ Rules for Construction of Pressure Vessels,Section VU|, Division l.
Complies with NFPAGO.
Rated at ZSU poig from'ZD~ F to 12S^ F. All vessels registered with Natioha|Board.
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-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 Z:v\boveground option, coated with either powder coated TG|[polyester finish or liquid �
applied epoxy primer cootfoUowed 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 no'zozs
STORAGE TANK IS ADEQUATELY Thompson Gas
ANCHORED TO PREVENT FLOATATION, PROPANE TANK BUOYANCY
COLLAPSE OR LATERAL MOVEMENT MAX BUOYANCY - *Vtonk
DURING THE BASE FLOOD EVENT. = 1.94 slug/ft' 322gft/s2 * 66.84 ft' 1786 SW Biltmore St.
ALL WORK SHALL BE IN ACCORDANCE WITH
= 4176 LBS Port St. Lucie,FL 34984
NFPA 54-58, NATIONAL FUEL GAS CODE
AND FLORIDA FUEL GAS CODE 2017 & NET BUOYANCY = MAX BUOYANCY - WEIGHT OF EMPTY TANK
FLORIDA BUILDING CODE 2017. = 4176 LBS - 871 LBS
= 3305 LBS
TANKS INSTALLED IN TRAFFIC AREAS
SHALL BE PROTECTED WITH GALV. STEEL FORCE ON r CABLE = 3305 / 2 = 1653 LBS
SCHED. 80 PIPE BOLLARDS (4"0) 6' LONG TENSILE STRENGTH OF � CABLE = 12000 LBS / 5 = 2400 LBS
X 3' BURY DEPTH WITH CAP ® 3' O.C.
FORCE ON AUGER ANCHOR = 1653 / 2 = 827 LBS O
MIN. PULL-OUT RESISTANCE OF AUGER ANCHOR = 1360 LBS
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'-11'
GROUND LEVEL _ _ GROUND LEVEL
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LP TANK i Z
' 7x19 GALV. Z
AIRCRAFT CABLE
2 TOTAL (IN POLY.
SLEEVE)
AUGER ANCHOR, 36"
LONG W/ 6"0 HELIX
4 TOTAL Port Pierce Engineering,Inc.
Dependable Mechanical,Electrical
SIDE ELEVATION &Plumbing Design
C.A.No.28173
SCALE 1/4" = 1'-0"
315 South 7th Street
Fort Piet-cc,FL.34950
Phone:772 672-4636
3'-1' Fax:772 672-4637
GRASS COVER-\
_ GROUND LEVEL_ _ _ _
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(MAX COVER)1' �f .
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LP TANK EXCAVATION SIZE:
i i 1 12'L x 4'W x 4.5D
17LB. ANODE BAG L - Eric
P EJ No o bolo, E
' 7x19 GALV. ISSUE DATE: ,_r7_
AIRCRAFT CABLE O
DRAWN: EJS
STRAPPING BOLT APPROVED:EJS
AUGER ANCHOR, 36° DRAWING NUMBER
LONG W/ 6"0 HEL1X
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FRONT ELEVATION
SCALE 1/9" = 1'-0"
LP500