HomeMy WebLinkAbout2535 S French Ave #22308- Sign`
DATEX11/12/87
DON BELL & C0MPA"Y
— ' PORT ORANGE, FLORIDA
STRUCTURAL DESI8N CALCULATIONS
DRAWING NU
PROJECT:AUTOMOTIVE FIRST ' �--
CITY',,VARIOUS
STATE:FL
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SIGNA6E S0UARE F00TA8E 115 STRUCTURE PHASE #: 1
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HEI8HT TOCENTER � 20.�5
i
DESIGN WIND LOAD 1.
NUMBER OF POLES c 1
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OVERTURN MOMENT PER POLE� AREA OF SIGN(X)HEIGHT TO CENTER(X)WIND LOAD
DIVIDED BY THE NUMBER OF POLES
OVERTURN MOMENTPER FO0TIN8-- 79177.5
'
RESISTIVE MOMENT PER F00TIN8=500 X WIDTH(DEPTH ^2—LENGTH ^2)
+475 X LENGTH ^2 X DEPTH X 1.25DEPTH)
RESISTIVE MOMENT PER FO0TI1,%I8=500 X 4 ( 10.5625 + 22.5625 )+(75 X 22.5625 X
3.25 X 4,0625 )
RESISTIVEMOMENT PER FOOTIN6--: 88248 . OK.
FOOTER DIMENSIONS:
DEPTH� 3.25 '
WIDTH� 4
LEN8TH� 4.75
REQUIRED
SECTION MODULUS OF
EACH STEEL STRUCTURE=OTM X 12 / 28000
S/M
PER
STRUCTURE-
79l77.5
X 12
S/M
PER
STRUCTURE:::
33,93321429
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USE X (1) 10' 8&UAIRE TUBE
"875 INCH WALL
S/M= 42.9
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PERMIT # oDATEr��
RESIDENTIAL COMMERCIAL
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VALUATION O� PERMIT FEE _, _.00
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