HomeMy WebLinkAboutPROPANE TANK PAPERWORKMagnesium Sc N �
H-fl Soil Anodes St.LucieLour
Galvotec Alloys produces the H-1 Alloys, ASTM AZ63.
The standard sizes can be found in the following chart.
J �FCEIVF�
,,y e
I4c/e OC �� ent.
PRODUCT
Weight
Anode Dimensions
NO. ,
BARE
PKDC, I
Width (W)
Height
(H)
Length,(L)
Diameter (D)
Overall Length.(OL)
I
Ibs kg
Ihs kg_ 1.
in
mm
in
mm
I in mm
In mm
in
mm
7A-MG-3 H-1 j
3 1.4
I 8 3.6 I
3
76
3
76
6.0 127
5.25 133
8.00
203
GA-MG-5 H•t I
5 2.3
13 5.9
3
76-
3
76
6.0 229
5.25 133
11.25
286
GA-MG-9 H-1 _
9 4.1
.27 12.2 1
9
76
3
76
114.0 336
5.25 133
20.00
508
Gg)�.CL2 H-1
12 5.4.
32 14.5 {.
-4
102
4
102
12.0 305
7.50 191
18.00
457
CzA:#hG~'17�(Hsi'y'.�1.7y;,ra7,:7,14.629:dd_1Q2�4102�t
j97i0432�T._50,191,,,
, y_ 4OD+y 0�(, j'
GA-MG-32 H•i'-`ja92'�T'4'S
68 30,8-(-5 -
127
5 '-
127
} 63--52'1`
'.50'®2T
8:'00
711
GA-MG-50H-1 1
50 22.7
100 45.4 l
7
178
7'
178
16.0 406
10.00 254
24:00
fi10
Other shapes, sizes and weights available on request.
20 Ga. Padaralad
Gah2rdzed $t¢BI core---,
BaaNl--. Lead Wue-i
Cotton
Bag
0
Alloy Compositions
Grade'A'
Grade-B'
Grade`CC
Element
%
%
% '
Aluminum
5.3-6.7
5.3.6.7
5.0-7.0
Zinc
2.5-3.5
2.5-3.5
2.0-4.0
Manganese (Min)
0.15
0.15
0.10
Impurities
Iron (Max.)
0.003
0.003
0.003
Nickel (Max.)
0.002
0.003
. 0.003
Copper (Max,)
0,02
0.05
0.10
Silicon (Max.)
0.10
0.30
0.30
Other (Max.)
0.30
0.30
0.30
Magnesium
Balance
I Balance
Balance
Packaged Anodes
are prepack in
either bags or
'cardboard
cartons in low
resistivity,
quick
wetting,
prepared
backfill i r
consisting P
Of 75% _
hydratred
gypsum,
20% bentonite, ands%
sodium sulphate.
Connecting Wire: Standard
10 feet of solid or stranded
#12 AWG Copper Lead
Wire/THWN/THNN.
Typical Electrochemical Properties
Amps/Hrs./Lb.
500-540
Efficiency
50-54%
Closed Circuit Potential
-1.46 to -1.55v
(Copper/CopperSulfate)
Open Circuit Potential
-1.50 to -1.60v
(Copper/Copper Sulfate)
NOTE: While statements contained herein are believed to be accurate, they are offered as suggestions only and no warranty
or representation is intended. Galvotec Alloys products are sold subject to the terms and conditions appearing on our printed
order acknowledgment.
Nominal weights and dimensions Rev 02103
a0W1Yd[HC
Quality Steel Corporation AG/UG Propane Tanks
APPRMIMATE ABOVEGROUND/UNDEGROUND fAG/UG) VESSEL DIMENSIONS AND
WATER
CAPACITY
DIAMETER
(OD)
HEAD
TYPE
OVERALL
LENGTH
OVERALL
HEIGHT
LEG*
WIDTH
LEG**
SPACING
WEIGHT
(Ibs.)
**QUANTITY
FULL LOAD
PER STACK
* 120 wg.
24
Ellip.
5 -S „
3
1 11/2
2'-101/2"
or 3'-11"
260
108196
16112
*250 wg.
30"
Hemi.
7-10"
3'-8"
V-5"
4'-11"
480
54
9
*320 wg.
30"
Hemi.
9'-7"
3'-8"
1'-5"
51
620
45
500 wg.
37 1/2"
Hemi.
10'
4'-2"
1'-8"
5'
950
37 30
8216
-1D00wg-
41""
Hemi:
16'
4'-5'
V-8"
10 -11,
1,800
_17-(_15
= 6:15—
`I450 wg.
461/2"
Ellip.
17'-4"
4'-11"
V-9"
11'-7"
22 650
12
4
1990 wg.
461/2"
Ellip.
23'-11"
4'-11"
V-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 IV on center. 145o wg. and up as shown above.
--Full load and stack quantities vary by shipping location. Check with your salesperson for details.
General Specifications
- Conforms to the latest edition of ASME Rules for Construction of Pressure Vessels, Section Vill, Division 1.
Complies with NFPA 58.
- Rated at 250 psig from -20" F to 125' 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 top coat, 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
-
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A
PROPANE CONSTRUCTION NOTES
1. All pipe and fittings above ground and inside building shall be
SCH.40 Galvanized ASTM A120. or AGA approved.corrugated
stainless steel, (C.S.S.T.) ,pipe.
2. All polypipe and fittings shall be ASTM D251.3 or ASTM D2517
and shall be buded•outside underground at a depth of 18" with
warning tape and tracer wire.
3. All pipe and meterrlocations are approximate and subject to
change..
.4. Ali polypipe shall be joined by heat fusk)n or approved mechanical.
couplings,
5. All *galvanized pipe shall be threaded.
6'. All pipe. shall be pressure tested to 20 # PSI -fot a period of 24
hours.
0
j '
I UNDERGROUND TANK INSTALLATION
2' to G'
DOWNGRADED AWAY
FROM DOME
MIN. 6.01
I ANODE CABLE
SACRIFICIAL ANODE
(MAGNESIUM BAG) �I `'•'
L� _ :ati •�r kfi
. • REGULATOR r"t!
SHUT OAS OFF AT
r OU 'SIDE VAL.it J
:.:. h00 E on I:lr;
r..RISER —\ O
HARN lot; TAPE \\
RISER t
• GRADE/CONCRETE .SLEEVE -
KA
° •� ollovionovIto lF-GAS CONTAINER SERVICE LINE ;m!{
-e
r•
• TRACE HZRE
RgCEIVE�
Bulletin 71.1:R622
Q.l x �9 er0�n June2010
Type R622 Pressure Reducing Regulator
• Comp^^� ......
• Prote
Scree
LJ:...t. f+........1}�r
Relief
• Inlet and Outlet Pressure Gauge Taps
Figure t. Type R622 Pressure Reducing Regulator
leight
Introduction
Type R622 direct -operated, spring -loaded regulators applications. These regulators can be used with
provide economical pressure reducing control in natural, manufactured, or propane gases and have the
a variety of residential, commercial, and industrial same inlet and outlet pressure capabilities.
www.fisherregulators.com
1
.0
a'
EMERSON.
Process Management
Bulletin 71.1:R622
Body Size and End Connection Style(')
112 NPT inlet and outlet
Maximum Allowable Inlet Pressured)
Operating: 125 psig (8,6 bar)
Emergency: 125 psig (8,6 bar)
Except 1.8 to 2.2-inches W.C. (4 to 5 mbar) spring
range which has operating and emergency
pressures of 60 psig (4,1 bar)
Maximum Allowable Outlet (Casing) Pressure()
Operating to Avoid Internal Part Damage:
3 psid (0,21 bar d) above outlet pressure setting
Emergency: 20 psi (1,4 bar)
Outlet Pressure Ranges
See Table 1
Orifice Size
118-inch (3,2 mm) orifice
Flow Coefficients
Wide -Open CB for Relief Sizing: 12.5
Wide -Open C,r for Relief Sizing: 0.36
Cl: 35
IEC Sizing Coefficients
XT: 0.78
Fp: 0.82
FL: 0.89
Flow Capacities
See Table 2
In addition, Type R622 regulators have internal relief
across the diaphragm to help minimize overpressure.
Any outlet pressure above the start -to -discharge point
of the non-adjustable relief valve spring moves the
diaphragm off of the relief valve seat, allowing excess
pressure to bleed out through the screened spring
case vent.
Table 1, Ourlet Pressure Ranges
Pressure Registration
Internal
Relief Performance
See.Figure 4
Internal Relief Performance
Start -to -Discharge is 8 to 22-inches w.c.
(20 to 55 mbar) for setpoints from
1.8 to 20-inches w.c. (4 to 50 mbar)
Start -to -Discharge is 140 to 200% over setpoint
from 20-inches w.c. to 2.2 psig (50 to 152 mbar)
Spring Case Vent Connections
314 NPT with removable screen
Temperature Capabilities(')
-20- to 160-F (-29- to 71-C)
Approximate Weight
2.35 pounds (1 kg)
Construction Materials
Body, Spring Case, Diaphragm Plate, and
Orifice: Aluminum
.Diaphragm, Disk, and O-ring: Nitrile (NBR)
Adjusting Screw and Pushpost: DeirinO
Closing Cap: ASAThermoplastiic(UV-Ray Resistant)
Control Spring: Zinc -plated steel
Machine Screw, Spring Seat,
and Lever: Zinc -plated steel
Valve Stem: Zinc
Relief Valve Spring, Relief Spring Retainer,
Lever Pin, and Vent Screen: Stainless steel
exceeded.
Specifications
The Specifications section lists specifications forType R622
Pressure Reducing Regulators. As it originally comes
from the factory, specifications for a given regulator
are stamped on the spring case nameplate.
OUTLET PRESSURE RANGE
CONTROL SPRING PART
NUMBER
CONTROL SPRING
COLORCODE
SPRING WIRE ommrTER,
INCHES Inner)
SPRING FREE LENGTH,
INCHES(mm)
1.8lo 2.2-inches w.c. (4 to 5 mbar)
T14453T0012
Purple
0.051(1,30)
3.40(86A)
340 (86,4)
5to 7-inches w.0 (12 to 17 roost)
T14398T0012
Orange
Yellow
0.062 (1,58)
0,067(1,70)
3,61(91,7)
6.5 to 9-tnrAes w.c, (is to 22 mbar)
9 to 13-InNes w.c (22 to 32 mbar)
Tt439910012
T14400T0012
SiNer
0,072 (1,63)
4.10 (104)
13 to 2"cires wx, (32 to 50 mbar) '
T14401T0012
Gray
0.080 (2,03)
3.60 (91 4)
152 (BSA)
16 to 354ncnes w.c. (40 to 87 mbar)
T14402T0012
Pink
0.043 R36)
3,66 (93,0)
i to 22 pslg (63 to 152 mbar)
T14403T0012
L'grit Blue
0.105 (2.67)
Bulletin LP-7: R122H
Type R122H First -Stage Regulator
Introduction
The Type R122H is an Underwriters Laboratories listed
regulator designed for Two -Stage LP -Gas systems,
The unit is designed to reduce the tank pressure to an
outlet pressure of 10 psig. The compact size makes it
ideal for small domestic applications and underground
tanks. The outlet pressure setting is nonadjustable
and is factory set at a nominal 10 psig. Screened drip -
lip vents are oriented over the outlet as standard.
Features
• 20 Year Recommended Replacement Life — The
R122H is designed using rugged time proven
design concepts and constructed of corrosion
resistant materials, both internally and externally.
With proper installation and periodic inspection and
maintenance the R122H regulator will meet a 20
Year Recommended Replacement Life.
• Dual Gauge Taps — Built-in 1/8 inch NPT gauge
taps orificed to a number 54 drill size on both
the inlet and outlet side of the regulator allow for
easy testing.
• Durability — A fluorocarbon valve disc is utilized
to improve lockup performance in systems with
contaminated gas.
• Improved Regulation — A large fabric -reinforced
diaphragm and stabilizer clip deliver accurate and
stable regulation.
• Easy Installation — The units compact size and
easily accessible inlet and outlet wrench flats make
installation easy even in the tightest installations.
FISHER'
Figure 1. Type R 122H Ftrst-Stage Regulator
March 2010
gtecevso
��� 121019
'kee Co�!nn nt
Superior Overpressure Protection —The
combination of a high capacity relief valve and large
vent provide overpressure protection that exceeds
UL standards. When used in conjunction with a
R622 or R652, the two -stage system will limit the
downstream pressure from the second -stage to 2
psig even in a double failure situation.
• Corrosion -Resistant —Added corrosion resistance
from an internal and external coating process for all
castings prior to painting, stainless steel relief valve
spring and retainer and a corrosion resistant relief
valve seat.
• Positive Draining Spring Case — When installed
properly with the spring case vent pointed down,
the design allows moisture formed in the spring
case to drain out limiting the problems with
corrosion and freezing water in the spring case.
�r
EMERSOM
Process Management
Bulletin LP-7: R122H
Table 1, Ordering Information
TYPE NUMBER-
_ C-AF''Cn YBTUIHR_
— — ._CONNECTIONS -
NOMINAL OUTLETSETTING
PROPANEH)
INLET.,OUTLET
-
R122H-AA.1
1,100.000
1144nch x 12-inch NPT
10 psig (0,69 bar)
1. CaeaMy is based M M PSIG OA7 ban h'el Ixswase and 20% Cress,
V4.18Np
M
Figure 2. Type R122H Dimensions INCHES
tmm)
LP -Gas Equipment
Emerson Proeess Management
Regulator Teehnotogles, Ine.
USA -Headquarters
MGgnney,Texas 75009.1872 USA
Telephone:1 (800) 558-5853
Telephone:1 (972) 5483574
For furdw infonisalion visit www.hshefregulatcrs.corMp
The Emerson bob Is a badeniark and UNICe mark of Emerson Elecme Co. An otw marks are me prolkrty as Nor pmWctrm ovdceis. Fisher Is a mark wend by Fhmer Contras, ft.. a
Wsims of Emerson Process Manaimpard.
The mmerrts a Vas publIcaton are presented for Womnalronal pines only. and while every effort has deer, made to ensue metr accuracy, trey are rot b be mnMMd as WartailOss a
0uatwliees, excess w brMoed, regard" Use pl0de05 wServices deserted asses or Cwtrase a appeca".. we reserve me WIs MGM/ "dram Ole designs or spectntabons Usuch
'products ai any bmo wdtgd rodte.
Emesm Process Management dcea nmaswme mSPw?Ab011yIs, Ore sclecbpn, use, a masdenaace of are wedum. RespwisibNry raw proper sessmon, use aro maim mrance of arty Emesco
Process keanagernent paccad rema'v:s Wely vdfh bra p" Chaser.
EMERSON..
OEnxvsm flocass WriagaMent ReguWer TCdux logl s, me, 2001, 2MO-.M Rlghts Reserved Process Management
R@CBIVED
305 West King Street • East Flat Rock, NC 28726 • Ph: 800-438-7277
Fax: 828-692-0258 • www.mminutemanproducts.com
�, --- -- - Anchors,. -
General Installation Notes
lra
y-x0 9.30 �<G
prior to installing the anchors,check for underground utilities. Always used insulated gloves when
turning anchors into the ground to prevent possible shock.
The anchors and straps shown hereon are designed to resist the buoyancy forces from an
empty.tank fully submerged above or below ground, lateral forces generated from seismic
zone 4 activity, and 175 MPH EXP. "D" winds.
Earth Auger anchors shall have a minimum pull out value of 4,725 lbs.. when used in the soil type that
a specific anchor is designed for (see soft test probe and soil classification chart).
In the event earth augers are precluded from installation, alternate tethering designs can
be submitted for consideration. Alternate concrete anchors; THDHLS, 2101DH, and 210
1DH can. be used in concrete stabs or footers. r
Strap shall be; 11/4" x 0.035 Galvanized Steel Strap Zinc Coating meets ASTMD93953
G-115. Upright tanks can use optional 1/4" coated aircraft cable, 2000tbs.
General purpose reinforced PVC lay flat water discharge hose or equivalent must be used
to cover galvanized strap where ever it can potentially come in contact with the fuel tank.
hall cases when tanks up to 350 gallons are placed in areasof soil types in a., b., c., and d
at least 2 straps and 4 anchors are required (see auger anchors).
Pacific Consulting Engineers
2150 Bell Ave. Seim 145 • Sacanenta CA 95838 41916) 564- 018 • Fos: (916) 564-M
e-mail ddallmenm@aol.com
MINUTE MAN ANCHORS, INC.
ID ALLEN TANK THEATHERING & SEISMIC STABILIZATION
DAHMEN o
m Design Loads: Flotation - Tank empty 2010 CBC and IBC
Na 1496J24203 fully submerged above or below ground. Seismic Importance Factor...... 1
rlgTfSite
Classification .....................
E
OF Sills
.................
�� g-SI•C9
�y
F,tW C2-31- I -F
VA
Soil Class 2, 3, 4(a), & 4(b) Auger Anchors
4636 DH 4636 6ZDH
1i Le
4450DH 65ODH 76ODH
Mninum Soil Test Probe Readng 276 350 inch pounds
For Probe Readng Bebw 276 nch pounds call
Mnute Man Products
b. Soil Class 4(a) regwFre4 auger anchors a minimum of 48" in length.
c. Soil class 4(b) requires auger anchors a minimum of 60" in length.
b. For soil class 5 call Minute Man Products.
Concrete Slab Anchors
THDHLS- Dry 210 PDH-Wet 210 ]DH-Wet
CONCRETE ANCHORS WITH STRAP FOR PROPANE TANKS
TANK SIZE NUMBER OF STRAPS VOLUME OF CONCRETE
350 & 500 gallon 2 10 cubic ft.
1000 gallon 2 20 cubic ft.
1500 gallon 2 21 cubic ft.
2000 gallon 3 27 cubic ft. (1 yard)
2500 gallon 3 27 cubic ft. (1 yard)
*Calculation formula for determining pre-existing slab or footer volume:
Length x Width x Height (in inches)+1728" +Cubic Feet
Page 2
Note: Prior to Installation refer to any local, state and federal regulations, to assure proper compliance.
Soli test probe the anchor location in order to match the soli classification with the proper anchor.
- A /yamanc®-- - -
hors,14
r'
` Warning: Before ground anchor installation,
k ANCHOR INSTALLATION determine that the anchor locations around home will
f t' There are two basic methods of installing not be close to any underground electrical cables,
anchors, each equally effective in properly water lines or sewer piping. Failure to determine the
securing manufactured homes to the ground. location of electrical cables may result in serious
CAUTION: The installation of anchors with a personal injury.
drive machine is a two person operation.
MACHINE INSTALLATION
In this method, the anchor is turned to
full depth into the ground by an anchor
drive machine.
I• Attach anchor to
machine.
o i
2• Placed anchor in proper
position in line with strap
" i and machine.
z,
3. — — _-- -- Anchor should be installed
at a slight angle as shown
to assure head being
positioned behind future
skirting.
MANUAL INSTALLATION
A hole is dug to a depth
of approximately '/z the
length of the anchor, in
the proper position as
explained under machine
installation.
After the hole is dug to ''/I
the length of the anchor,
then the anchor is turned
into the ground by hand,
using a rod or length of
pipe for leverage or by
machine.
After anchor is installed
full depth, earth is
repacked, six inches at a
time.
PROPER TENSIONING OF STRAP TO ANCHOR HEAD
Insert bolt into head; attach nut Bend strap 900and take at least
loosely. Insert strap in slot of three complete turns on bolt until
5/8" bolt until strap is flush with strap is taut.
farside of bolt. (I
1. 2.
Bolt is turned with 15/16" socket wrench, or adjustable wrench, on
hex head. With square hole in anchor head, hold bolt under tension
while repositioning wrench: Place open-end wrench on 5/8" square
shoulders of bolt. Align square shoulders of bolt with square hole in
3 anchor head. 0
Holding hex head of bolt in position, tighten nut to draw square shoulders into square
-- hole. Shoulders are now in locking position; continue to tighten nut. Tensioning device
is now in locked, secure position.
Note: The tensioning bolt can be inserted in the head from either side.
Notice: In areas of severe cold weather, where possible damage could occur from frost heave,
Q, the homeowner should be prepared to adjust tension on the straps to take up slack.
Page 3
Note:
Each state, county, municipality may require a specific anchor from the groups shown for each soil classification.
Check local regulations before installation.
Test soil with soil probe and torque wrench at the anchor location in order to match the proper anchor with soil
soil classification.
A stabilizer plate or certified stabilizing device must be used with DH anchors when the anchors are used to
resist lateral loads.
Soil Test Probe and Torque Wrench
sw -f
•EARTH PROBE
e et0
e
WRENCH ADAPTER
6801b. In. TORQUE WRENCH
Warning: Before ground anchor installation or probing, determine that the anchor or probe locations
around the home will not be close to any underground utilities. Failure to determine the location of electrical
lines may result in serious personal injury.
Instructions
1. Place tip of probe into ground where the anchor is to be located. Using a 15/16" hex socket with a
ratchet, breaker bar, or electric drive machine, turn soil probe in a clockwise direction.
2. Rotate probe Into the soil to a depth equal to the length of the recommended anchor to be Installed.
3. To determine the soil classification:
a) Place wrench adapter onto torque wrench.
b) Insert hex portion of wrench adapter onto the top of the probe.
c) Support probe shaft with one hand while turning the probe steadily with the torque wrench.
Do not exceed 600 inch pounds when turning!,
d) Read torque value while turning torque wrench and probe clockwise.
e) Use Minute Man Anchors' Soil Classification Chart to cross reference probe readings and match
the anchor model with the proper soil class at the site.
it.
Soil Classification and Bearing Capacity
TA13LE TO § 3285,202
Soil classification
ASTM D 2487-00 or
D 2488-00
Soil descri lion
p
Allowable soil bear -
glow court
ASTM D
Torque probe'
value+
lion number Gass rober (incorporated ref-
ing pressure (pg0 r
1586-99
(inch• iounds)-
erence, see
§3265,4)
1 .... ....... ....
.......„.....„.,._....... .... ..
Rock or hard pan ...............-...........,.,._,:..,-
4000........... ._........ ..
2 ...._........
GW, GP, SW. SP,
Sandy gravel and gravel; very than dense
2000 ............. .._........
40t
Maro than 550.
GM, sm.
andror cemented sands; course gravell
cobbles: preloaded sills, clays arts coral.
3 ................
GC, SC, ML, CL ......
Sand; silty sand; dayey sand; silty gravel:
1500 ..........................
24-99
351-550.
medium dense course sands: sandy
gravel; and very sdH sift, sand clays.
4A .............
CG, MM2 .................
Loose to medium dense sands; firm to
1000 ............ .............
1843
276-M.
stiff days and sins: alluvial fibs.
413 ..„..........
CH, MH2 ..................
Looso sands; firm clays; alluvial fills „.......
1000 ............:.....„.....
12-17
175-275.
5 ...............
OL, OH, PT .............
Uncompacled foil; peat. organic clays .......
Refer to 3285.202(e)
0-11
Less than 175.
Notes:
+The values provided in this table have not been adjusted for overburden pressure. embedment depth, water table height, or settlement prob-
lems.
2 For soils classified as CH or hiH, without either torque probe values or blow count test results, sclocied anchors must be rated for a 46 soil.
sTho torquo test probe Is a devko for measuring the torque value of soils to assist in evaluating the tattling capacity of the soil in which the
ground anchor is red, The shah must be of suitable length for the full depth of the ground anchor.
•The torque va ue3 is a measure of the bad resistance, provided by the sail when subject to the turning or twisting force of the probe.
(f) if sail appears to be composed of peal, organic clays, or uncompacted fill, or appears to have unusual conditions, a registered professional
geologist, registered professional engineer, or registered architect must determine the soil classification and maximum soil bearing capacity.
Source: Manufactured Home Construction and Safely Standards - Part 3285.202
Page 4
N
AfU4
Afa Anchors,
AND STRAPS AT 2 LOCA'
STRAPS -SEE NOTE
5 ON SHEET I
STAINLESS STEEL STRAP
THRU TANK BASE
OPTIONAL 1/4- COATED
AIRCRAFT CABLE . 200D LEE.
EARTH AUGER
W/SPUT BOLT & NUT
Page 5
Galvanized G-115 Sling
Upright Tank Anchoring
System
1 G-115 Sling (looped cable) in
Protective Blue Vinyl Sleeves
w/ 2 Galvanized G-115
Straps
1 piece of Galvanized 6-115
Strap
2 Auger Anchors or optional
Concrete Anchors
4 Strap Bolts & nuts
ERS
0 2TMLOCATIONS
STAINLESS STEEL STRAP
TIM TANK BASE
..-. AUGER SHAFT FROM
EDGE OF TANK TYP.
STRAPS -SEE NOTE �PREASSEMSLED STAINLESS
SON SHEET 1 STEEL COLLAR AND STRAPS'
STRAPS AT 2 LOCATIONS
r
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Galvanized G-115 Strapping for
Side Mounted Tank Anchoring System
2 pieces of Galvanized G-115
Strapping
2 pieces of Vinyl Strap Sheath-
ing
4 Auger Anchors or optional
Concrete Anchors
4 Strap Bolts & Nuts
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Galvanized G-115 Strapping for
Oil Tank Anchoring System
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strap Bolts & Nuts
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Page 7