HomeMy WebLinkAboutSIGN PLANSSCANNED
BY
St. Lucie County
INDUSTRIAL AVENUE COMPLEX 2
2901 INDUSTRIAL AVE. 2
FORT PIERCE, FL.
,jTIII INTERNALLY ILLUMINATED DOUBLE SIDED FREESTANDING SIGN SCALE 3l8"-1'-0"
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12' WIDE ALUMINUM SIGN EXTRUSION
2' RETAINER SYSTEM
SATIN ACRYLIC ENAMEL FINISH
3116'THICK PAN FORMEDACRYLIC
FACES
OUTSIDE SURFACE APPLIED VINYL
DECORATION
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FABRICATED ALUMINUM POLE COVER AND
EMBELLISHMENT VA H INTERNAL ALUMINUM
ANGLE FRAME CONSTRUCTION
FINISHED IN LT. SPRAY STUCCO ENAMELS
VERTICAL STEEL SUPPORT STRUCTURE
WITH DIRECT BURIAL CONCRETE
FOUNDATION
DISCONNECT JUNCTION BOX ON SIDE
OF POLE COVER
Underwriters
Laboratories, Inc.
E147646 ( R )
COLOR SCHEDULE:
EXTERIOR METAL SURFACES
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Celebmting 51 years of Quality
Manufacturing and Service
ORIGINAL DESIGN NO. 00000
CUSTOMERINDUSTRIALAVE2COMPLEX DESIGNNO. 37806 R-SON CUSTOMERAPPROVAL DATE wwwm-Kratt.00mlI
o \ 'SALES REP. DON DESIGNER WAYNE SCALE 3W 1'-0 DATE 7A0.19 iI AffraftSlgns
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FILE
INDUSTRIAL AVENUE COMPLEX 2
2901 INDUSTRIAL AVE. 2
FORT PIERCE, FL.
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WITH#12 SELF TAPPING .f 0 Cabinet- Designed by SHEET METAL SCREWS
O Others ON APPROXIMATE
�Sp 12" CTRS.
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STL 8 ALUM
SADDLE BRKTS
(2)6"DIA.
SCHL#40
STL. PIPE
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DISCONNECT
CONCRETE FOOTER STL. PIPES
6'-0" x 6'-0" x 2'-0" DIRECT EMBED
DEEP ,r TO DEPTH OF 'p 2'-0"
BFROM OTTO CM (.
F FOOTER
ON REBAR MATS
ON 12" CENTERS
EACH WAY TOPE
BOTTOM II— 6"0° 6r•0n
DOUBLE SIDED FREESTANDING SIGN SCALE 1/4" = 1'
This structure has been designed in accordance with the requirements of Chapter 16,
Structural Design, of the 6th Edition (2017) Florida Building Code. The following wind
load requirements, in accordance with Section 1609, were employed in the design of
the structure: Ultimate Design Wind Speed: 160 MPH (3-Second Gust Wind Speed) -
Fort Pierce, FL; Nominal Design Wind Speed: 124 MPH (3-Second Gust Wind Speed);
Building Risk Category: Il; Wind Exposure: C; Force Coefficient, Cf= 1.45; Design
Pressure: 35.0 PSF
Engineer Notes:
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1. Concrete to be fc'=3000
2. All reinforcing steel shall detailed fabricated and installed in accordance with
I
ACI-318 and the Manual of Standard Practice for Detailing Reinforced Concrete
ACI-315, latest editions. Reinforcing steel shall be new billet deformed bars, free of
scale, rust, oil or other substances Inhibiting bond conforming to ASTM A-615,
Grade 60, with minimum yield strength of 60,000 psi.
Footer Engineer of Record:
3. Anchor Bolts shall be ASTM F1554 Grade 55.
James D. Wells, Jr., P.E.
4. Steel Angle to be A36 (Fy = 36 ksp.
5. Aluminum embedded in concrete shall be coated with Inert coating.
Professional Engineer No. 53616
6. Rd Ell Pipe (A53S) (Fy = 35 ksi).
OUnderwriters J ro L Wells Consulting LLC
Laboratories, Inc.
7. Maintain min. 3• concrete cover over reinforcing steel.
1453 Arbitus Circle
E747646 (R)
8. Foundations are designed to uniformly bear on well compacted, well drained non
Oviedo, FL 32765 expansive soils. Minimum allowable lateral passive pressure (for isolated pole) of
(407) 416-5469 150 psf per foot of depth and bearing pressure of 1750 psf. If conditions differ notify
Certificate of Authorization No. 27162 engineer.
sM� MCSn woman, A Celebrating ears of Quality Manufacturing and Service 5.,1'
ART KR - - _ _ - - - -
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-- - j - �� 2675 Kirby Circle NA Palm Bay FL, 32905 (321 J 727 7324 FAX (321) 951.2466
' DESIGN NO. 37806 m CUSTOMER INDUSTRIAL AVE COMPLEX 2
may r.�
w.� { DESIGNER WAYNE SALES REP. DON i
DATE7.12-19 ISCALE I/4"=V-0" 11 CUSTOMER APPROVAL
www.Art-Kraff.com. M ArtKraftSigns
'this Design, In whale or In pad, Is the properly of Pot -Kraft Sign Company and may not be used without the expressed writer, permission