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SPEEDCO BUILDING SIGNS - FT. PIERCE, FL
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LOCATION:
FT. PIERCE, FL
12- 1„
�-- 42"
LOP
DATE: DRAWING #: REVISION # / DATE: SCALE:
2/18/19 EI1192-1801 1-9/3/19 114" = 1'
JW
Qty (1) Front elevation
City (1) Side elevation
LED Illuminated
157.08 Sq. ft. ea.)
Qty (1) Side elevation
LED Illuminated
(48.33 Total sq. ft.)
Qty (1) Front elevation
LED Illuminated
(9.63 Total sq. ft.)
DRAWN BY:
eMec leJVV Images,..
PHONE 605.753.970
SPEEDCO SIGN PACKAGE - FT. PIERCE, FL
SIGN SQ. FT.
SPEEDCO BUILDING SIGNS:
FRONT ELEVATION: 5' x 11' 5" Speedco
57.08
33" x 42" Speedco Heart
9.63
TOTAL FRONT ELEVATION SQUARE FEET:
66.71
SIDE ELEVATION: 5' x 11' 5" Speedco
57.08
4' X 12' 1" Tire Brand Sign cabinet
48.33
TOTAL SIDE ELEVATION SQUARE FEET:
105.41
TOTAL SPEEDCO BUILDING SQUARE FOOTAGE:
172.12
DATE:",,.
DATE:
BY:
DATE:
BY'
effect�veima�ges.16�.
REV. MI
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211 IMStreetSW Wct.0o .SD57201 605.753.9700
GENERAL NOTES:
1. All design, fabrication, installation and construction
shall conform to the following specifications, unless
specifically noted otherwise on the drawing:
The Florida Building Code 6th Edition 2017
American Institute of Steel Construction, Inc
Manual of Steel Construction (13th Edition).
American Welding Society ANSI/AWS D1.1 & D1.2
Structural Welding Code — Steel or Alum
The Aluminum Association Design Manual,
2010 Edition.
2. All components shall be as listed below,
unless noted otherwise:
• All structural aluminum shall be 6061—T6,
or equal.
• Mechanical expansion anchors shall be installed
according to manufacturers specifications.
• All ferrous to non—ferrous materials shall be
adequately separated to prevent corrosion.
• All bolts in contact with steel and aluminum shall
be galvanized or stainless steel.
• Stainless steel bolts shall be AISI 304 or 316.
• Steel bolts shall be A325 bolts or equivalent.
• All exposed materials shall be properly protected
from weathering and/or corrosion.
3. All field welds shall be made by a welder certified
in the specified position.
• All aluminum welding shall be performed with
4043 or 5356 aluminum.
• All welds shall be made in a sequence that will
balance the applied heat of welding while the
welding progresses.
4. The structure has been designed to withstand
a 160 mph (3—sec gust) design wind speeds with a
maximum design pressure of 53 psf according to
ASCE 7-10, Exp C — Zone 4 wall location.
5. If existing and proposed conditions are not
as detailed in this design drawing the installer
shall notify the engineer immediately.
6. Any deviation from these plans or non—compliance
with the general notes without written approval from
Cornerstone will render the entire design void.
7. If the integrity of the existing wall is sub—
standard, the installer shall notify the engineer
immediately.
NOTICE:
CORNERSTONE ENGINEERS IS RESPONSIBLE FOR
THE DESIGN OF THE SIGN CABINET STRUCTURAL
COMPONENTS SHOWN ONLY. OTHER COMPONENTS
ARE THE RESPONSIBILITY OF OTHERS.
7 11/16•
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SECTION A -A
F
REAR VERTICAL
ALUMINUM
#8 HI
3'-10"
11'-5"
FRAME PLAN VIEW
FRAME ELEVATION VIEW
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1'-10 1/2" 0.080" ALUMINUM
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0.080" ALUM GUSSET
2 ®EACH ATTACHMENT
PtIMETER FRAME
ALUMINUM
6IIIMINUM WELDS:
ALL FRAME MEMBERS SHALL BE WELDED ALL AROUND AT
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EACH INTERSECTION OR JOINT. ALL FILLET WELD SHALL
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BE A MINIMUM 3/16". ALL PLACES WHERE FILLET WELDS
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THICKNESS EQUAL TO THE MEMBER BEING WELDED,
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NOTE:
THESE DRAWINGS ARE NOT INTENDED TO BE "SHOP"
DRAWINGS. DIMENSIONS SHOULD BE CONSIDERED
APPROXIMATE AND SHOULD BE VERIFIED BY THE
MANUFACTURER. IF SIGNIFICANT CHANGES ARE DESIRED
OR IF ANY CONFLICTS ARE DISCOVERED CORNERSTONE
1. "... n nr 1nuo1 11 i n
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WITH BENT TAB
WALL MATERIAL NOT SHOWN FOR CLARITY
DETAIL
1/4"=1"
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RUMINUMAL
AL
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5X1.5X1 4
AR VERTICAL
ALUMINUM
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X 1 X 0.063"
PL
T—ANCHOR OR EQUIVALENT
MIN 6 BOLTS PER CABINET
AL
FRAME SIDE VIEW
ANCHOR NOTE:
THE TOGGLE ANCHORS SHALL BE 3/8"0 GALVANIZED
STEEL THREADED RODS WITH McMASTER CARR
INTERNALLY THREADED STYLE TOGGLE ANCHORS OR AN
EQUIVALENT. THE T—END SHALL BE FIRMLY SEATED
BEHIND THE PLYWOOD.
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IF THERE IS ANY CONCERN
REGARDING THE ABILITY OF
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THE PROPOSED SIGN
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FEB 2 5 2020
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ST. Lucie County, Permitting I I p_L
ANDREW K. LEWIS
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REVIEWED FOR
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T. LUCIE COUNTY
BOGC
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No. 56418
T 0. STATE OF j '.0
# 56418 `
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GENERAL NOTES:
1. All design, fabrication, installation and construction
shall conform to the following specifications, unless
specifically noted otherwise on the drawing:
The Florida Building Code 6th Edition 2017
American Institute of Steel Construction, Inc
Manual of Steel Construction (13th Edition).
American Welding Society ANSI/AWS D1.1 & D1.2
Structural Welding Code — Steel or Alum
The Aluminum Association Design Manual,
2010 Edition.
2. All components shall be as listed below,
unless noted otherwise:
• All structural aluminum shall be 6061—T6,
or equal.
• Mechanical expansion anchors shall be installed
according to manufacturers specifications.
• All ferrous to non—ferrous materials shall be
adequately separated to prevent corrosion.
• All bolts in contact with steel and aluminum shall
be galvanized or stainless steel.
• Stainless steel bolts shall be AISI 304 or 316.
• Steel bolts shall be A325 bolts or equivalent.
• All exposed materials shall be properly protected
from weathering and/or corrosion.
3. All field welds shall be made by a welder certified
in the specified position.
• All aluminum welding shall be performed with
4043 or 5356 aluminum.
• All welds shall be made in a sequence that will
balance the applied heat of welding while the
welding progresses.
4. The structure has been designed to withstand
a 160 mph (3—sec gust) design wind speeds with a
maximum design pressure of 74 psf according to
ASCE 7-10, Exp C — Zone 5 wall location.
5. If existing and proposed conditions are not
as detailed in this design drawing the installer
shall notify the engineer immediately.
6. Any deviation from these plans or non—compliance
with the general notes without written approval from
Cornerstone will render the entire design void.
7. If the integrity of the existing wall is sub—
standard, the installer shall notify the engineer
immediately.
NOTE:
T-STYLE ANCHORS SHALL BE 3/8"0 McMASTER CARR,
FEMALE THREADED TOGGLE ANCHOR OR EQUIVALENT
ANCHOR. THE INSTALLER SHALL CONFIRM THAT THE
T-END IS FULLY ENGAGED AND THE ANCHOR IS FIRMLY
SEATED BEHIND THE PLYWOOD.
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NOTE:
CORNERSTONE ENGINEERS IS RESPONSIBLE FOR
THE DESIGN OF COMFONENTS DETAILED ONLY.
OTHER COMPONENTS 4RE THE RESPONSIBILITY
OF THE MANUFACTUR=R.
42" CABINET WIDTH
ELEVATION VIEW
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MIN 9 BOLTS PER LOGO
B SPACED EVENLY
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METAL STUD WALL NOTE:
RIVET NOTE:
ATTACHMENT NOTE:
THE INSTALLER SHALL BE RESPONSIBLE FOR
1/8"0 SS BLIND RIVETS AT 18" ON CENTER
THE ATTACHMENT LOCATIONS SHOWN ARE
FOR SECURELY FASTENING THE ANGLE BRACING
SHALL BE USED TO ATTACH THE ALUMINUM
APPROXIMATE. EXACT LOCATION SHALL BE
0
RETURN AND THE ALUMINUM BACKSHEET.
DETERMINED BY THE MANUFACTURER.
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TO THE BUILDING FRAME USING STANDARD
RIVETS SHALL BE STAINLESS STEEL WITH
ANCHORS SHALL BE LOCATED IN THE AREA
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CONSTRUCTION PRACTICES.
STAINLESS STEEL (SOLID CORE) MANDREL.
PROTECTED AGAINST BENDING BY THE
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3 4" PLYWOOD
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ALUMINUM RETURN
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ALUM MTG TAB
ANDREW K.LEWIS
EXISTING
SEE NOTE
LETTER
RETURN (RIVET
TO BACK - SEE NOTE)
\#8 HILTI EL18DRIIILAILG SCREW SIGN VAUt (t3Y UIHLKS) / `��\gittlpN�i
1' TRIM CAP 0.063" ALUM GUSSET �.•`�VENS•.t S�
® EACH ATTACHMENT To
WALL MATERIAL NOT SH')WN FOR CLARITY
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SECTION B-B 0.063• ALUM GUSSET_ 1.___ �?3 4
NTs ®EACH ATTACHiENT TAI S3[ ��0�••
rNIE11Vri3 FOR
E COMPLIANCE FEB J r�
COS lhilln
ST• LUCK COUNTY ST. Lucie "County, Permitting
BOCC FL P.E. # 56418 ``
GENERAL NOTES:
1. All design, fabrication, installation and construction
shall conform to the following specifications, unless
specifically noted otherwise on the drawing:
The Florida Building Code 6th Edition 2017
American Institute of Steel Construction, Inc
Manual of Steel Construction (13th Edition).
American Welding Society ANSI/AWS D1.1 & D1.2
Structural Welding Code — Steel or Alum
The Aluminum Association Design Manual,
2010 Edition.
2. All components shall be as listed below,
unless noted otherwise:
• All structural aluminum shall be 6061—T6,
or equal unless noted otherwise.
• Mechanical expansion anchors shall be installed
according to manufacturers specifications.
• All ferrous to non—ferrous materials shall be
adequately separated to prevent corrosion.
• All bolts in contact with steel and aluminum shall
be galvanized or stainless steel.
• Stainless steel bolts shall be AISI 304 or 316.
• Steel bolts shall be A325 bolts or equivalent.
• All exposed materials shall be properly protected
from weathering and/or corrosion.
3. All field welds shall be made by a welder certified
in the specified position.
• All aluminum welding shall be performed with
4043 or 5356 aluminum.
• All welds shall be made in a sequence that will
balance the applied heat of welding while the
welding progresses.
4. The structure has been designed to withstand
a 160 mph (3—sec gust) design wind speeds with a
maximum design pressure of 53 psf according to
ASCE 7-10, Exp C — Zone 4 wall location.
5. If existing and proposed conditions are not
as detailed in this design drawing the installer
shall notify the engineer immediately.
6. Any deviation from these plans or non—compliance
with the general notes without written approval from
Cornerstone will render the entire design void.
7. If the integrity of the existing wall is sub—
standard, the installer shall notify the engineer
immediately.
ALUMINUM WELDS:
ALL FRAME MEMBERS SHALL BE WELDED ALL AROUND AT
EACH INTERSECTION OR JOINT. ALL FILLET WELD SHALL
BE A MINIMUM 3/16". ALL PLACES WHERE FILLET WELDS
ARE NOT POSSIBLE THAT FULL PENETRATION WITH A
THICKNESS EQUAL TO THE MEMBER BEING WELDED.
NOTE:
CORNERSTONE IS RESPONSIBLE FOR THE DESIGN OF
COMPONENTS DETAILED ONLY. OTHER COMPONENTS ARE
THE RESPONSIBILITY OF THE MANUFACTURE.
ALUMINUM CLADDING & INTERIOR SHEETS'
THE ANALYSIS OF THE SIGN CABINET IS BASED ON THE
FOLLOWING:
PERIMETER SIDES OF THE CABINET SHALL BE CLAD WITH
0.04" (OR THICKER) ALUMINUM SHEET (5052). THE
SHEET SHALL BE ATTACHED TO THE FRONT AND REAR
FRAME FOR CONTINUOUS SUPPORT
INTERIOR DIVIDER BARS SHALL BE CONTINUOUSLY
SUPPORTED BY 0.064" ALUMINUM SHEET (5052) THAT
SPANS THE DEPTH OF THE CABINET. — SEE SECTION D—D
SHEET 2.
THE REAR OF THE CABINET SHALL BE CLAD WITH 0.063"
ALUMINUM SHEET.
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ALUMINUM
FRONT FRAME ELEVATION VIEW
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ST. LUCIE COUNTY
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ALUMINUM WELDS:
ALL FRAME MEMBERS SHALL BE WELDED ALL AROUND AT
EACH INTERSECTION OR JOINT. ALL FILLET WELD SHALL
BE A MINIMUM 3/16". ALL PLACES WHERE FILLET WELDS
ARE NOT POSSIBLE THAT FULL PENETRATION WITH A
THICKNESS EQUAL TO THE MEMBER BEING WELDED.
SECTION B—B
,/a._,.
7"+
ALUMINUM SLU I IUN A —A
i'=r-0.
L1.5X1.5X3
CROSS FRAME
ALUMINUM
X 1.5 X .09(
)NT RETAINER
ALUMINUM
1.5 X 1 /4 ALUMINUM PLATE
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MIN 8 BOLTS PER CABINET
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SEE DETAIL C \ /
1-1.5X1.5X.090
RONT HORZ FRAM'
ALUMINUM
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6063-T5 ALUMINUM
2" DIVIDER BAR EXTRUSION
,/2.=,.
2" DIVIDER BAR - BAFFLE SUPPORT:
THE INTERIOR DIVIDER BARS SHALL BE CONTINUOUSLY
SUPPORTED BY 0.064" ALUMINUM BAFFLE THAT SPANS
THE DEPTH OF THE CABINET. THE MANUFACTURE SHALL
ATTACH THE BAFFLE TO THE EXTRUSION AND TO THE
REAR OF THE CABINET OR REAR FRAMEWORK AT APPDX
12" C/C. THE BAFFLE SHALL BE LOCATED BEHIND BOTH
THE HORIZONTAL AND VERTICAL DIVIDER BARS.
PANEL
ALUMINUM
ALUMINUM
FRAME ISOMETRIC VIEW
N.T.S.
2" DIVIDER BAR
ALUMINUM
1-1.5X1.5X3/16
MID VERT BRACE
ALUMINUM
r
ALUMINUM
1-1.5X1.5X3/16
CROSS FRAME (TYP
ALUMINUM
ANCHOR NOTE:
THE TOGGLE ANCHORS SHALL BE 3/8"0 GALVANIZED
STEEL THREADED RODS WITH McMASTER CARR
INTERNALLY THREADED STYLE TOGGLE ANCHORS OR AN
EQUIVALENT. THE T-END SHALL BE FIRMLY SEATED
BEHIND THE PLYWOOD.
IF THERE IS ANY CONCERN REGARDING THE ABILITY OF
THE PLYWOOD TO SUPPORT THE PROPOSED SIGN
CEASE WORK AND CONTACT CORNERSTONE FOR
FURTHER CONSULTATION.
1-1.5X1.5X3/16
VERTICAL FRAME (TY
ALUMINUM
3 8" 0 THRU-BOLTS i
W/ (2) WASHERS & (1) NUTSj
163" ALUM BAFFLE 4" FROM HORIZONTAL
CONTINUOUS
POP RIVET 1-1.5 X 1.5
CROSS FRAME (TYP)
ALUMINIUM
SECTION D—D
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1
(EXISTING WALL NOT SHOWN)
DETAIL C ISOMETRIC VIEW
N.T.S.
HOLES (TYP) FOR
TOGGLE ANCHOR
X 1.5 X 3/16
'_ONTAL FRAME
REVIEWED FOR
CODE COMPLIAN(
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FL P.E. # 56415