HomeMy WebLinkAboutPROPANE PAPERWORKRANDY MERRITT, PROFESSIONAL
ENGINEER
97 LONNIE RAKER LANE -.
CRAWFORDVILLE, FLA. 32327
850-251-8860
Florida Professional Bngincer #52714
Florida Certified Building Contractor
#CBC 12581 G2
Re: Propane lank Tie Down Design
Wind and Flood zones
Como Oil & Propane Florida
Date of agreement;
Jurisdiction;
8-21-18
Indian River County
Brevard County
Martin County
Palm Reach County
St. Lucia County
SCANNED
BY
St. Lucie County
The propane tank tie down design provided by myself may be used an unlimited amount of
times and is valid for the time frame indicated on the signed detail. If you have further questions, please
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APPROXIMATE ABOVEGROUND/UNDEGROUND (AG/UG) VESSEL DIMENSIONS AND SPECIFICATIONS
WATER
CAPACITY
DIAMETER
(OD)
HEAD
TYPE
OVERALL
LENGTH
OVERALL
HEIGHT
LEG*
WIDTH
LEG**
SPACING
WEIGHT
(lbs.)
**QUANTITY
FULLLOAD
PERSTACK
*120 wg.
24"
Ellip.
5'-8"
3'
1'-11/2"
2'-101/2"
260
108 196
16 112
*250 wg.
30"
Hemi.
7'40"
3'-8"
V-5"
4'-11"
480
54
9
*320wg.
30"
Hemi.
9'-7"
3'-8"
1'-5"
5'
620
45
9
0 wg.
41"
Hemi.
16'
4'-5"
1' 8"
11'-9 1/2"
1,800
17 1 15
6 1 5
5199
0 wg.
1 46 1/2"
1 Ellip,
1 23'-11"
— 4'-11"
1 1'-9"
16'
1 3,520
8
4
Dimensions and specifications shown are approximate, Individual vessels may vary.
• Leg spacing k/ 21, 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.
•' Full load and stp;k 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 prig 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 January 14, 2015
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1. Concrete work shall conform to all requirements of ACI 301
'Specification for Structural Concrete:, unless noted modi0od_,
. Concrete- Normal weight only, with 28 day compressive
Y Y p
as required for these contract documents.
strengths of:
2. Concrete mix designs shall be established by the supplier In
Slabs on grade.................................3000 psi
accordance with ACI specifications. It Is the responsibility of the
Footings............................................3000 psi
contractor to maintain records of concrete used for each
Installation.
. Steel
3. All concrete shall be normal weight (150 pcQ.
Reinforcing steel bam.............ASTM A615, Grade 60
4. No calcium chloride shall be used in any concrete.
Anchor bolts ...........................ASTM F1554, Grade 55,.HOG
S. "C.J.' on slab and foundation plan Indicates a key -formed
crASTM F594 SS 304
construction joint or saw -cut contraction joint In the concrete
Wire rope...............................ASTM At 023,7x19 Aircraft
slab. Saw-culjolnls shall be 1/4 the slab depth (1" min.) and
Cable, SS 304 -
shall be installed within 24 hours of slab placement. 'C,J,"'s,
Straps.....................................1 114" x 0.035 double
shall be spaced not greater than 12'-0' In either direction.
thickness (G90) HOG
6. Temporaryexeavalion for footings, pits, pipes or other purposes
shall be sloped and braced in accordance with OSHA
requirements.
7. Provide bar supports and spacers in accordance with ACI 315
'Details and Detailing of Concrete Reinforcing.'
General Notes
S•SpIlcoallbersaminimum at24bar diameters.
9, Welding of reinforcing steel shall not be permitted.
-Tank Locations will be compliant with NFPA 58-6.4, 2017
10. All debris shall be removed from forms prior to placement of
2-These specifications apply to tanks of up to and including 1000
gallons water capacity.
3 - Underground containers shall be located outside of any
building. Buildings shall not be constructed over any
underground container.
4 -Minimum separation distances between containers,
Important buildings and line of adjoining properly that can
be built upon:
Water Capacity
Underground
Above Ground
Porcontainer
Containers
Containers
a Ion
ft
ft
0 500
10
10
501 to 1000
1 10
2 '
Distances are measured front. 0 eu 0ce o B cOntB nBr.
• The 25 itminimum distance from above ground containers of 501 to
1000 gallon water capacity to buildings, group of buildings, or line or
adjoining property that can be built upon shag be reduced to 10 it for a
single container of 1000 gallons or less water capacity where such
container is at least 25 it from any other LP -Gas container or more than
126 gallon capacity.
5. Refer to NFPA-58, chapter 6, 2017 edNon for additional
requirements.
6. Tanks shall conform to the requirements of FAC Rule
Calculations per FEMA-259, 5W,13
F,,ej0.134V,yFSj-W, (Eq.5W--1)
V. = FJ(S.'K.) (Eq. 5 W-2)
Marc.
F, - nor buoyancy Idea of the lank (lb)
V,- volume of the tank (salons)
0.134-factor to conved Balms to le
r•-spoclfe weight of flood watarsumaundmg
tank (84.0I64r usedhem
corresponding to seawater)
FS-factdal ealolyfo be opphad to the
computation (1.3 used hem)
W.
. weight of tank calculated using an empty
tank (Ib)
V,-Volume of condos mquked (rt')
a,- unit weight ofeanemle (1601aw)
local code
44' Chamfer, all top edges
-3000 psi concrete
.
5, Grade 60
TyolLral Below Grade Slab
Stale: 3l4'et'-0' or,A IC
Notes: NIP
1- Minfmum slab alavallon above grade perfacal ordlnenco. BY
2 - Soil to be hand-compacledprior to pour.
3: WOW Shown Is through wldth dlmenslon @odour bars to be run In long f et't1vr i1e, t
4- 'Sp.-' dimenslon per table shown on this page.
5-Th.'dfmonslon per table shown on this page.
R_M
Randy Raker PE
97 Lonnlo Raker Lane
Cra (860) 2le,51 FL 32327
(860) 251aB60
'rIG12,l(a
STRL'OTURAI.,ONLV
THOMAS E. BE7fELMAN
LICENSEe51870
concrete.
Anchorage Detail
11. Foundation walls shall be laterally braced until concrete has
actual riot":
attained the specified design strength and all excavations are
Cables, straps and hardware
property backfilled.sed
ca6to or strap1-
forabove grede
12. Maintain a 3' minimum concrete cover for cast -In -place
O
parspee, installations may be double
concrete specified in this design package,
Embedded thicimese HOG arSS 304. Below
13. Refer to geolechnlcal engineer's report for subgrade
anchor grade Installations require
preparation.
_ •
SS 304 cable, straps are not
_ permitted.
FlalshGmde 2-Piacoendtables crevasse
minimum 2"horn the point
ie b Codas, Gud and Rules
Florida Builitling Code, Building, 2017, rev. 8.-
Florida Building Code, Fuel Gas, 2017.
Ceble/StfeI) Detail -Above Grade
°^Crete Slab where the tank has a constant
National Fire Protection Aesocletion, NFPA 58: Liquefied
-
Intetmedlale straps ere
to be placed
Finish Grade to be plaeod at uniform spacing
Petroleum Gas Code, 2017.
bahwon end strap
American Association of Civil Engineers, ASCE7.10.
g
Gasket 3 Ali concrete anchors to be
FEMA P-259, Engineering Principles and Practices of Retrofitting
under
'L'style anchors, hooked under
Floodprone Residential Structures.
Cable per spec. internal rebar with a minimum
FEMA P-348, Protecting Building Utility Systems From Flood
working load of 2000 Ibs each.
Damage.
O
Embodded 4- Below grace concrete anchors to
'Concrete
Rule 6J.20 Florida Administrative Code- Liquefied Petroleum Gas
anchor - be S8304 with welded eyelets.
Inspection
_ _ _ _
':-.;::' `,-'-" :'• -' ''
5-Above grede condole anchors to
be double thickness HOG or
•' SS304, with welded eyelets or
These specifications are valid for one year from the date of
the Engineer olReeordssignature or until now code
I w-vnmh I I •L••Len th•
Slab otherrecelver.
�
revisions are effective, whldherverls less.
"' g
6 -Angle of straps and cables limited
Ank OMendome cable � �r Sees pea' I tanks typically Installed In Rodda"w W " euoyanry Pequired Minimum Slab Dimensions Rolntarcmealelto: Requirements g(m „1I lst Y
Requirements- •• next
scuble twbleel conversion rounded to
Diameter length••• Weight Fe V, Widthz Length z[hkknesf Parallel to: equiremontf nazi hl9heel cable foot
net In Ilbd_ Ilbd Ik'I lazhzml width length lauanuw andslral IOwnury)'^Length die=Slon ofveNcal tanks refors to
cable or strap to
2-1 U4' ie0.035• straps are nat to be used for
below grade applications..
3 - For horizontal tanks, the number of concrete
anchors Is double the number of cables or
straps.
4- For vertical tanks, the number of concrete
anchors is the same as the number of cables
rn
5 - Cables used in below grade applications are
required to be stainless steel 304,
BARN
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CER77RED TO.•
1. JAMES P. MON k MICNETJi L.MON
2 LIBERTY TITLE COMPANY OF AMERICA
1. OLD REPUBLIC NATIONAL TITLE INSURANCE CO.
4. SEACOAST NATION& BANK, ITS SUCCESSORS
AND/OR ASSIGNS A.TJ.M.A.
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LEGAL DESCR/PDON.•
LOT 1. WEST MIDWAY ACCORDING TO THE PUT
THEREOF, RECORDED IN PUT BOOK 45. PACE 1.
PUBNC RECORDS OF ST LUCIE CWNTY, FLORIDA
REINS/OHS BY
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