HomeMy WebLinkAboutSales Drawing-Generic-Feb 2017-Model (2) (1)THIS DRAWING IS PROPRIATARY AND THE
EXCLUSIVE PROPERTY OF ALLIED UNIVERSAL
CORPORATION. THE REPRODUCTION OR
IS A VIOLATION OF APPLICABLE LAWS.
DISTRIBUTION IN WHOLE OR PART, WITHOUT
PRIOR WRITTEN CONSENT FROM THIS OFFICE
#
REVISIONS
DESCRIPTION BY
ALLIED UNIVERSAL CORP.
MIAMI, FL 33178-1859
3901 NW 115TH AVENUE
PROJECT LOCATION
305-888-2623
305-885-4671 (FAX)
PROJECT TITLE
SODIUM HYPOCHLORITE
TANK INSTALLATION FOR
NOT TO SCALE
FIGURE:1 of 1
SCALE:
02/22/2017
Y. RODRIGUEZCHECKED BY:
DATE:
DRAWN BY:
DRAWING TITLE
NOTES
PLAN, ELEVATION &
BLEACH
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d
e
ELEVATION - VIEW
BLOCK BASE INSIDE CONTAINMENT
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4
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na
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PLAN - VIEW
2. Tank Construction - The tank and the primary containment must be constructed in accordance with the
Standard Specification for Polyethylene Upright Storage Tanks, ASTM D 1998-91.
3. Block Base - The concrete block base is to be constructed using standard concrete block laid in an
interlocking pattern without mortar. If the block base is inside of the containment, the blocks will be laid
with 3/8 inch wide vertical joints. A cushioning layer of 30# roofing felt will be placed between the
plywood and the tank.
4. Soil Pressure - The soil pressure beneath the largest filled tank and block base is approximately 980 psf.
The bottom of the polyethylene containment can safely withstand the pressures from the filled tank and
block base.
6. Ventilation - For indoor installations, mechanical ventilation is required to provide at least 6 air changes
per hour, and tanks must be vented to the exterior. Vent pipe cannot discharge where vapor may endanger
persons or animals.
7. The tank installation must comply with all requirements of the applicable Building Code, Fire Protection
Code, County and State Regulations.
INSTALLATION NOTES
A
B
C
D
E
F
G
A
B
C
A
B
C
D
E
Concrete block, stacked in an interlocked wall pattern is acceptable.
Plywood platforms must be covered with a chemical resistant coating or roofing felt.
Bleach tanks must be capped with lids.
The tank must have a main valve, plumbed with Schedule 80 PVC Pipe, to act as a main shut-off. A
secondary valve at the dispensing end of the hose is required. The tank connector shall be designed to
withstand accidental pull off from tension (due to human error).
Access to copious amounts of water, as well as an emergency shower and eyewash must be available
for washing.
Safety goggles and chemical resistant gloves must be available in the immediate area for use during
emergency periods.
All Tanks must be properly labeled.
vandalism.
2.0 Site Maintenance and Inspection
Site personel shall be responsible for DAILY inspection of foundation integrity and plumbing system to
assure all hoses, valves and clamps are in good condition. All signs, labels and safety items shall
also be inspected daily for condition and/or accessibility.
Producer's Delivery Truck Driver shall be responsible for inspection of same items as indicated in
2.0 A (above)PRIOR to making each delivery of product.
Producer shall provide a "An Inspection" by salesperson or other designated management
personnel of same items as indicated in 2.0 A (above) at least once per year.
3.0 Personnel Training
"Safety Data Sheets" (SDS) shall be maintained on site and provided to all employees handling
the product.
Site shall provide TRAINING in the following areas to all applicable employees:
1. It is the Dealers responsibility to request training sessions for their personnel
2. Recognition of SYMBOLS
3. HAZARDS training and EMERGENCY procedures
4. SAFETY procedures
5. Proper housekeeping procedures
A list of EMERGENCY PROCEDURES must be posted at the site. Dealer is responsible for having
proper NEUTRALIZING chemicals on the site to cover accidental spills.
Dealer should give notice to appropriate local Fire Department regarding both type and quantity of
bleach normally on site.
The CHEMTREC Emergency Phone Number shall be available at the site to assist the Fire Department
during an emergency (800-424-9300).
STORAGE SITE REQUIREMENTS
1.0 Tank Requirements
Tank Storage area shall be properly secured with fences and/or locking systems to protect against
Volume of block base is based on the following:
A solid block 7 5/8" x 7 5/8" x 15 5/8"
weighs 76 lbs. and displaces 0.5257 cu. ft.
or 3.93 gals. (South Florida Aggregates).
Standard Hollow block weigh 32 lbs. ( )and+-
*
64"
64"
3
DRY STACK PATTERN FOR CONCRETE BLOCK BASE STRUCTURE
STORAGE TANKS ABOVE 1000 GALLONS
CONCRETE BLOCK BASE FOR BLEACH
ROUNDED CORNERS
2258 GAL. CAPACITY
8' x 8' CONTAINMENT
61 9/16"
27 9/16"
34"
96"
TIE-DOWN CALCULATIONS
Wind Velocity (V)
DESIGN CRITERIA: ASCE 7-10
Structure Category
Exposure Category
175 MPH
C
II
thus displaces 1.65 gals. per block.
Bleach Tank - heavy duty polyethylene to ASTM D 1998-91
Block Base of standard 8" x 8" x 16" concrete block (dry stacked)
Containment - heavy duty polyethylene to ASTM D 1998-91
Cushioning material - 30# roofing felt
Plywood - 5/8" CDX - pressure treated or coated with polyurethane
Male Quick Connect Fitting
Ball Valve
Wall Penetration Fitting (Bulkhead Fitting)
Labeling (USEPA Approved Bulk Tank Label and 1791 Placards and NFPA label.
a.
b.
c.
d.
e.
f.
g.
h.
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j.
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L.
m.
MATERIALS DESCRIPTION
CONCRETE SLAB
6"
WWF 6x6 W 1.4 x W 1.4
#3 @ 12" O.C. EW or3000 PSI CONCRETE
EXISTING SAND/SOIL - COMPACT WITH A VIBRATORY
ROLLER TO 96% DENSITY PER ASTM D-1667
0 INITIAL RELEASE
Fill Line - 2"Ø Schedule 80
2
2
The drawing meets all requirements of Florida Building Code - 2014 (with revisions)
(BLEACH)
3'-4'3'-4'
CONTAINMENT VOLUME (gallons)
TANK SIZE CONTAINMENT BLOCK BASE *NET %
500 gallons 1346 79 (48 BLOCK)1267 253
TABLE OF DIMENSIONS
TANK SIZE 1 2 3 4 5
500 gallons 5'-0"6'-0"4'-0"2'-8"6'-0"
3/4"Ø Bulk Head Fitting
3/4"Ø Ball Valve to Drain Storm Water
H The operator will check the pH of storm water before draining the containment.
I
A
4.0 Overflow Protection:
The bleach storage tank is semi transparent. The truck driver and the operator both observe the level
of bleach in the storage tank while it is being transferred to the storage tank.
B The delivery of bleach is cut off when pre-designated amount is transferred to the tank.
C There is always 100-150 gallons of free board in the tank. The bleach tank is never filled to the top.
D No mechanical devices are required for overflow protection.
1/4"Ø Wedge Bolt Anchors
By Power Fasteners or equal
SECTION- VIEW
4" x 4" x 1/4" steel
angle x 8" long
6"
1"
1"
PLAN - VIEW
The storm water drains to the existing catch basin.
3
48"
48"
CONCRETE BLOCK BASE FOR
500 / 850 GALLON BLEACH STORAGE TANK
86"
850 1616 1537 181
1000 1833 119 (72 BLOCK)1714 171
1200 1833 1714 143
1500 1833 1714 114
1900 2258 2139 113
850 6'-0"6'-0"4'-0"2'-8"10'-4"
1000 5'-0"7'-0"5'-4"2'-8"6'-7"
1200 5'-0"7'-0"5'-4"2'-8"8'-0"
1500 5'-0"7'-0"5'-4"2'-8"10'-1"
1900 5'-1 "8'-0"*5'-4"2'-8"12'-0"1/2
Containment Type B - See detail for dimensions*
2"Ø Valve
2"Ø Camlock Fitting
1 12" Elbow
1 12" Elbow
1 12" Flex Hose
1 12" Valve
Wall Penetration Fitting (Bulk Head Fitting) 1 1/2" n.
1/4"Ø x 3" Long Wedge Bolt Anchors
height of containment width of containment height of blocks height of tank diameter of tank
79 (48 BLOCK)
119 (72 BLOCK)
119 (72 BLOCK)
119 (72 BLOCK)
Drill 5/8" diam. X 5"hole into concrete slab (brush and blow hole clean)
and set (1) 1/2" dia. Threaded Rod with eye bolt, set in Hilti
HIT-HY200 epoxy adhesive or equivalent. (Typ.)
3/16" poly coated galvanized cable, 7X19 strand, 4200 lb breaking
strength. (2 ea outdoor installation)
8" MIN. CONC. EDGE
DISTANCE (TYP.)
5. Tie Downs - Tie downs are designed to withstand the overturning force from a 175 mph wind.
If the tank is installed on an asphalt base, the tie downs may be anchored using helical screw ground
anchors with a minimum pullout strength of 4065 lbs. The tie downs not required for inside installation.
1. Pavement - The tank installation must be made on an impervious base of concrete, asphalt or floor slab*.
The base must be level and smooth.
Concrete
*Floor/Pavement to be of:
Asphalt
Floor of impervious concrete or asphalt. See note No. 5 for anchor capacity
into asphalt base.
(if required)