HomeMy WebLinkAbout38 Greenland Circle Details- 'iI=III
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SIGN ASSUMPTIONS
Structural design is based on the assumed facts and warranty limitations,
established in the Perma-trete Construction Manual.
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Owing to varying site specific conditions, the pool structure is not designed
for any earth or fill ground movement caused by ,factors which may include,
but not be limited to, expansive or otherwise unstable or unusual soils, acts
of God. blasting disturbances or acts of others.
Design loading on pool walls is based on an empty pool with a 62.4 pcf equiva-
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lent fluid pressure exterior load along the entire wall height and a full pool
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with backfill in place.
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Pool. walls are not designrd for surcharge loads .exerted by wheel loadings
within four (4) feet of pool: wall from construction equipment weighing more
than 2500 lbs or any other addtional loading condition imposed on the pool
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structure by existing or proposed adjacent structures.
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The oval, kidney andfigure "8"
pools are not designed to withstand interior
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hyprostatic loading without being backfilled.
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- 'iI=III
3 7-AEs
io
EL SC 7: of wAi_i_ -
- I �
N
• _ IJ
Q' 3'•�n x 3�•ofi
SECTION .
TYPICAL PILASTER AT SKIMMER
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2'CLR
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II',clll -