HomeMy WebLinkAboutSIGN PLANSr�
ANGLE ROAD WAREHOUSE COMPLEX
600 N. 39th ST. 8'-0^
FT. PIERCE, FL �6'-6^ r -I
10'-0„
(1 ) DOUBLE SIDED SIGN PYLON SIGN SCALE 114" - 1'-0"
3M"MCS"'WamantY •,AT ItDe�
CODE COMPLIANCE
ST. LUCIE COU TY
E®CC QY
-� SATjN EP EEACRYLIC ENAMEL ALUMINUM CABINET FINISHED IN'
mow,
�3/16° THICK TRANSLUCENT WHITE PAN FORMED ACRYLIC O�aIFACES WITH OUTSIDE SURFACE APPLIED VINYL COPY'
S TO HAVE INTERNAL WHITE "LED" ILLUMINATION
TED ALUMINUM POLE COVER WITH INTERNAL
IM ANGLE FRAME CONSTRUCTION
1 IN LT. SPRAY STUCCO ACRYLIC ENAMEL
CONCEPTUAL AND TBD
SIGN INSTALLED ON SINGLE VERTICAL STEEL SUPPORT
POLE WITH DIRECT BURIAL CONCRETE FOUNDATION
DISCONNECT SWITCHE ON SIDE OF POLE COVER BASE
SCANNED
BY
St. Lucie Countv
e. O(JL Underwriters
Laboratories, Inc.
E147646 ( R
�RT-KRAFT SIGN COMPANY, INC. ��i
COLOR SCHEDULE:
EXTERIOR METAL SURFACES
® CABINET SW6473SUAFGREEN
COVER SW 6073 PERFECT BEIGE
FACE DECORATION
❑ID TRANSLUCENT WHITE
COPY
■ DIVIDERS 3630.2281-ACK
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Celebrating 50 years of Quality
Manufacturing and Service
ORIGINAL DESIGN NO. 00000
CUSTOMER
ANGLE ROAD WAREHOUSE COMPLEX
I DESIGN NO. 37125 B
I REVISION I
CUSTOMER APPROVAL
DATE
SALES REP. DON
DESIGNER WAYNE
SCALE AS SHOWN
DATE 4-3-19
www,Art- Kraft.com
a ArtKraftSigns
2675 Kirby Circle N.E. Palm Bay FL. 32905 (321)727-7324 FAX(321)951-2466 ThB Deslgn, In whole of In pan; Is the property of Art -Kraft Sign Company and may not be used without the e)pessed
f
ANGLE ROAD WAREHOUSE COMPLEX
600 N. 39th ST.
IS WfEp$IMM\A IN9
FT. PIERCE, FL WM = \
STL & ALUM
SADDLEBRKTS
(1)10"DI
SCHL#40
STL. PIPE
..sow.
..11.
Pre -Engineered Sign Cabinet -
Designed by Others
—F ,
2'-0"
10'-0"
mm
19'-0"
COVER AND ACCENT
ATTACHED TO CABINET
WITH #12 SELF TAPPING
SHEET METAL SCREWS
ON APPROXIMATE
12" CTRS.
Footer Engineer of Record:
James D. Wells, Jr., P.E.
Professional Engineer No. 53616
J & L Wells Consulting LLC
1453 Arbitus Circle
Oviedo, FL 32765
(407) 496-5489
Certificate of Authorization No. 27162
DISCONNECT
GRADE
CONCRETE
STL PIPE ti
FOOTER:
(. DIRECT
6'-O"x8'-0"x3'-0" DEEP
EMBED TO
(2) 95 REBAR MATS
c A DEPTH OF
4" FROM
ON 12" CENTERS EACH
BOTTOM OF
WAY TOP & BOTTOM
FOOTER
DOUBLE SIDED FREESTANDING SIGNS SCALE 1l4" = 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
�;f •, >
design of the. structure: Ultimate Design Wind Speed: 150 MPH (3-Second Gust Wind Speed) - FT. Pierce, FL; Nominal
„4 ' �,�1• ),; `
Design Wind Speed: 116 MPH (3-Second Gust Wind Speed); Building Risk Category: I; Wind Exposure: B; Force
r d •
Coefficient, Cf =1.55; Design Pressure: 24.0 PSF
-T` A ,_,
Engineer Notes:
`2.
1. Concrete to be fc'=3000
All reinforcing steel shall detailed fabricatedand installed in accordance with ACI-318 andthe Manual ofStandard
�,Practice
AU",
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
1�
yield strength of 60,000 psi.
3 A h Bit h II b ASTM F1554 G d 55
`Underwriters
Laboratories, Inc.
E147646 ( R )
314TM MCS^'W.r tl uIP
or o a e ra a i9fED FOR
4. Steel Angle to bee A36 (IcyRE"W"IE�J�V y = 36 ksi). &7
5. Aluminum embedded in concrete shall be coated with inert coapg.^ cp--;;�e
6. Rd Sit Pipe (A53B)(Fy=35 ksi). • COMPLEANCE
7. Maintain min. 3" concrete cover over reinforcing steel. STe �p g �0C ,per
a��� O®191rUTi/_
51
2675 Kiiby Circle N.E:'Palm Bay FI., 32905 (321) 727-7324 FAX (321)'951-246
)ESIGN NO.37125 m CUSTOMER ANGLE ROAD WAREHOUSE COMPLEX
)ESIGNER WAYNE SALES REP. DON
5 - 6 -19 1SCALE AS SHOWN 11 CUSTOMER APPROVAL
www.Art-Kraft.com M ArtKraftSigns
This Design, In whole or In palls the property of Art Krafi Sign Company and may not be used without the expresse ! written permission of Art -Kroft Sign Company, Inc.