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This structure has been designed in accordance with the
7th edition (2020) FBC & FBCR and Chapt. 26-31
Of ASCE 7 for 3 asd ) Wind Vel. of
volt =
Exposure . Risk Cat.
Int. Pt = 30.55 GCpi (Partially enclosed)
t 0.18 GCpi (enclosed), t 0 GCpi (open)
BEAMS & COLUMNS = ALLOY 6005•T5 It is the responsibliiiy of the ownedcflntractor to verify
all dimensions & conditions prior to oonstruction.
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DAVID W RRISINGINEERING
112 COLEMAN ROAD
WINTE I HAVEN, FL 33880
(863) 1048, FL P.E. # 32186 (�P)
STRUCTI JRAL REVIEW ONLY - 3)0'x• 01 1D
NOT RE AEWED FOR M.E.P. qj u>Yi. I
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