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“A
Way of Thinking - Tomorrow’s Future”
1) Solar Engines (Solar Batteries).
2) Pressure Jets on top of Levees secured.
Levees reinforced with steel. Directed to break up impending storms. Fight pressure with pressure. Create a wall of pressure
for resistance (Pressure Jets)(Create a Vortex). Potential for creating a Vortex: Flight -Loop to Loop, Back Flare, and then
level to hit afterburners and ignite in a timed formation (F-14, ie.).
3) Solar powered enclosures 15' x 15' likened to
the Box Seats. Batteries (Solar), Racks, Cabinets, Duct Work, (4) Exhaust Fans per Cabinet, Duct Work above racks to main
Duct (Cabinets included) to exterior/interior wall Exhaust Fan. (15' x 15' or the size of a Base Transceiver Station.) PCS
(BTS).
4) Dam Lock Channel (Elliptical, ie.) on Levee water way to lessen the water height.
5) Breakaway Foundations.
6)
(4) Corner Tethers.
7) Collapsible Levee for water flushing (Elliptical).
8) (4) Corner Tether controlled by the respective
Water Pumping Station.
9) Pressure Jets aimed at center of Hurricanes. Fleet of F-14s. Fight pressure with pressure!
10)
For those working on the Recovery Efforts:
1) Structure Sets.
2) Open Deck built between grouped Structure
Sets.
3) 12" Rebar every (8) feet drilled and nailed
through 2x4 pressure treated green board
(for shearing force).
4) Pony Wall - 2x4 vertical every 24" (for shearing
force).
5)
2x4 nailed and secured into perimeter rim joist.
6) T-1 skirt nailed galvanized (for shearing force).
7)
Augers (4) corners (45 degree angles) double or
single helix.
8) (4) Augers down length of structure.
9) Only use structures that can be delivered on
their own axles.
10) 64' x 24' set structures.
11) All tongues are to be left on.
12) Open Deck to be built above the tongues of the
grouped sets.
13) 2x4 joint toenailed between front and back of
each structure set union.
14) Floors bolted, headers
lagged.
15) Triple Cross Pad - Pressure Treated Green Board
Pads.
16) Steel Pier Supports.
17) Drill and screw steel pier support heads into I-
Beam or ram set.
18) 2x4 joint nailed with vertical
T-1 skirt.
19) Cut into the steel framework to create slits for
the straps to tie down to the auger heads.
20) Triple Cross Pads nailed into each other.
21) Steel Pier Supports screwed or nailed into the
Triple Cross Pads.
22) Drill Screw Top Heads for Steel Pier Supports.
23) 12" Rebar hammered into Triple Cross
Pads. (2)
per Triple Cross Pad.
(Can Survive an Earthquake 8.0 with 0% Structural Damage!!)
Dwayne
W. Anderson
“The BR Spider”
“The Brown Recluse”
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Variations & Mixes by Dwayne
W. Anderson
