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CH
8'-0"
LENGTH
SS500HD
3'-0"
WT: 850LBS DUAL
HEIGHT
775LBS SINGLE
FOR PLATE CONNECTION
SEE DETAIL "A"
FOR PLATFORM ATTACHMENT
SEE DETAIL "C"
HEIGHT
GRADE
SLOPE TOP OF CONCRETE
AWAY FROM COLUMN
GRADE
FOOTING
CONCRETE DRILLED
PIER FOUNDATION
0'-6"
FRONT VIEW
BTM CONCRETE COVER
DETAIL A
PLATE TO BE 17"X17"X1/2" OR A MINUMUM
4X SCALE
OF 1" LARGER THAN THE COLUME DIAMETER,
WHICH EVER IS LARGER.
PLATE TO BE A36 STEEL.
PLATE TO BE CENTERED ON COLUMN.
MINUMUM 1/2"
TYP.
1/4
SHOP OR FIELD
WELDED
COLUMN
(SEE CHART FOR SIZING)
DETAIL C
2X SCALE
PLATFORM
(SEE DETAIL B)
STEEL PLATE
ALL
TYP.
INSIDE
6"
SIDES
TOP VIEW
PLATFORM ATTACHMENT
3'-6"
DEPTH
W/O DOORS
SEE DETAIL "D"
DAKTRONICS AUDIO
E
CONTROL ENCLOSURE.
140 LBS (W/ PADDLOCK).
35.000
20'-0"
MOUNTING BY INSTALLATION
OVERALL HEIGHT
35.941
SUBCONTRACTOR.
CONTROL ENCLOSURE.
ABOVE
HEIGHT TO BE APPROVED
BY CUSTOMER.
GRADE
MAIN LIFT REQUIRED
FOR
ACCESS/MAINTENANCE
DEPTH
OF SOUND SYSTEM
SIDE VIEW
DETAIL B
2X SCALE
HSS 4X4X1/4" @2
8'-0"
1'-4"
3'-1 1/2"
TYP.
TOP VIEW
PLATFORM
DETAIL D
4X SCALE
1'-1"
TYP @ ENDS
2"
2"X2"X
1
" ANGLES
1/4
4
4" LONG SUPPLIED
BY CONTRACTOR
35.941
C-C
ATTACH ENCLOSURE TO
DETAIL E
BEAM USING SUPPLIED
BEAM CLAMP MOUNTING
SCALE 1:15
KIT PER DWG-1131068
FINISH:
PRIME ALL STEEL WITH EPOXY BASE PRIMER.
PAINT ALL STEEL PER PROJECT
SPECIFICATION. CONTACT DAKTRONICS
PROJECT MANAGER FOR PAINT
SPECIFICATION.
COLUMN LENGTH CALCULATION
+
HEIGHT ABOVE GRADE
+
FOOTING DEPTH
BTM CONCRETE COVER
- 0.5'
STEEL PLATFORM
- .33"
TOTAL COLUMN LENGTH
NOTE:
-REFER TO NOTE 1.6 FOR EXPOSURE
CATEGORY DEFINITIONS.
EXPOSURE B
HEIGHT ABOVE
GRADE (FT)
WIND SPEED (MPH)
90
20
110
130
1/4
150
TYP.
1/4
90
30
110
130
150
0'-0 1/4"
90
40
TYP.
110
130
150
TYP.
EXPOSURE C
HEIGHT ABOVE
HSS 6X4X1/4" LLH @4
GRADE (FT)
WIND SPEED (MPH)
90
20
110
130
150
90
30
110
130
150
90
40
110
130
150
COLUMN DIMENSIONS = DIAMETER X THICKNESS
FOOTING DIMENSIONS = DIAMETER X DEPTH
PLATFORM
(SEE DETAIL B)
REV
02
11 APR 13
REV
01
9 JUN 11
REV
NOTES:
1.0 STRUCTURAL NOTES
TYP.
1.1 FOOTING AND COLUMN SIZES ARE SUGGESTIONS ONLY, PROVIDED TO
ASSIST WITH ESTIMATING INSTALLATION COSTS AND ARE NOT INTENDED FOR
FINAL CONSTRUCTION PLANS. THE DESIGN MUST BE CERTIFIED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE INSTALLATION
WELD ANGLES AS SHOWN
BEFORE THEY CAN BE USED FOR FABRICATION OR ERECTION. REFER TO
TO BOTH SIDES OF TUBE
SCOPE OF WORK FOR SUBCONTRACTOR RESPONSIBILITIES.
1.2. INTERNATIONAL BUILDING CODE 2006 USED IN DESIGN OF COLUMNS AND
FOOTINGS WITH, IMPORTANCE FACTOR=1, Kzt=1.0, Kd=0.85, G=0.85. SEISMIC
DESIGN WAS NOT CONSIDERED.
1.3. FOOTING DIMENSIONS ARE BASED ON ASSUMED SOIL CLASS 4
(ALLOWABLE LATERAL BEARING PRESSURE OF 150 psf).
1.4. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (36KSI) EXCEPT:
- ROUND PIPE SHALL BE GRADE A53 (35 KSI) STEEL
- TUBING SHALL BE A500-B (46 KSI)
1.5. CONCRETE SHALL HAVE A MINNIMUM 28 DAY COMPRESSIVE STRENGTH
OF 2500 psi.
1.6. LOCAL BUILDING OFFICIALS SHOULD BE CONTACTED TO DETERMINE THE
WIND SPEED AND EXPOSURE CATEGORY FOR THE PROPOSED SIGN
LOCATION. THE EXPOSURE CATEGORIES B AND C ARE DEFINED AS:
EXPOSURE B - URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER
1
2"X2"X
" ANGLE
TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE
4
4" LONG SUPPLIED
SIZE OF SINGLE-FAMILY DWELLINGS OR LARGER. THESE CONDITIONS MUST
BY CONTRACTOR
PREVAIL FOR A DISTANCE FROM THE SIGN OF AT LEAST 2,600 ft OR 20 TIMES
CENTER ON BEAM
THE SIGN HEIGHT, WHICHEVER IS GREATER
EXPOSURE C - OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS HAVING
TYP.
1/4
HEIGHTS GENERALLY LESS THAN 30 FT. THIS CATEGORY INCLUDES FLAT
OPEN COUNTRY, GRASSLANDS, AND ALL WATER SURFACES IN HURRICANE
PRONE REGIONS.
1.7. REFER TO THE FOLLOWING DRAWINGS FOR FUTHER DETAILS:
DWG-969776 500HD SHOP DRAWING
DWG-980598 500HD SYSTEM RISER
2.0 WELDING NOTES
2.1 ALL WELDING (SHOP AND FIELD) SHALL BE PERFORMED IN ACCORDANCE
WITH AWS D1.1 - LATEST EDITIONS. WELDERS SHALL BE QUALIFIED IN
ACCORDANCE WITH D1.1 - LATEST EDITIONS.
2.2 MINIMUM ELECTRODE STRENGTH IS 70 KSI.
2.3 DIMENSIONS AND SQUARENESS IS CRITICAL WITH TOLERANCE OF +/- 1/16".
2.4 MAXIMUM ALLOWABLE GAP BETWEEN MATING COMPONENTS OF 1/16".
2.5 WELD ALL AROUND UNLESS OTHERWISE NOTED.
2.6 CAP ALL OPEN TUBE ENDS.
DESIGN WIND VELOCITY
COLUMN (PIPE)
FOOTING SIZE (FT)
WIND PRESSURE (PSF)
STD. 8
3' X 5'-6"
17.71
STD. 8
3' X 6'
26.45
STD. 8
3' X 7'
36.94
STD. 10
3' X 7'-6"
49.18
3' X 6'
19.63
STD. 8
STD. 10
3' X 7'-6"
29.32
40.96
STD. 10
3' X 8'
STD. 12
3' X 9'
54.53
STD. 10
3' X 7'
21.17
STD. 10
3' X 8'-6"
31.63
STD. 12
3' X 9'-6"
44.17
16 X 3/8"
3' X 10'-6"
58.81
DESIGN WIND VELOCITY
COLUMN (PIPE)
FOOTING SIZE (FT)
WIND PRESSURE (PSF)
STD. 8
3' X 6'
25.3
STD. 8
3' X 7'
37.8
52.8
STD. 10
3' X 8'
STD. 10
3' X 8'-6"
70.4
27.3
STD. 10
3' X 7'
STD. 10
3' X 8'-6"
40.8
STD. 12
3' X 9'-6"
57.0
14 X 3/8"
3' X 10'-6"
75.9
STD. 10
3' X 8'
28.9
STD. 12
3' X 9'-6"
43.2
16 X 3/8
3' X 11'
60.3
80.3
18 X 3/8"
3' X 12'-6"
DAKTRONICS, INC.
DAKTRONICS AUDIO SYSTEMS
DATE:
UPDATE SIDE VIEW TO SHOW NEW MOUNTING SCHEME
BY:
SINGLE COLUMN INSTALL SPECS; SS500HD
ADDED DETAIL VIEW E
AJH
DTREML
KSCHNAB
DRAWN:
DATE:
UPDATED SIDE VIEW
BY:
1/4" = 1'
MBJ
SHEET
REV
JOB NO:
DATE:
BY:
02
P1561
THE CONCEPTS EXPRESSED AND DETAILS SHOWN ON THIS
DRAWING ARE CONFIDENTIAL AND PROPRIETARY.
DO NOT
REPRODUCE BY ANY MEANS WITHOUT THE EXPRESSED
WRITTEN CONSENT OF DAKTRONICS, INC.
COPYRIGHT 2011 DAKTRONICS, INC.
3 MAY 10
DATE:
1005534
E 10 C
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