Daktronics SPORTSOUND 500HD, Installation Manual

Page: 40 / 58

3'-0"
HEIGHT
SLOPE TOP OF CONCRETE
AWAY FROM COLUMN
GRADE GRADE
CONCRETE DRILLED
PIER FOUNDATION
20'-0"
HEIGHT
ABOVE
GRADE
FOOTING
DEPTH
SS500HD
WT: 850LBS DUAL
775LBS SINGLE
8'-0"
LENGTH
MAIN LIFT REQUIRED
FOR
ACCESS/MAINTENANCE
OF SOUND SYSTEM
3'-6"
DEPTH
W/O DOORS
0'-6"
BTM CONCRETE COVER
TOP VIEW
TYP.
1/4
1/4
TYP.
STEEL PLATE
6"
TYP.
ALL
INSIDE
SIDES
COLUMN
(SEE CHART FOR SIZING)
PLATE TO BE 17"X17"X1/2" OR A MINUMUM
OF 1" LARGER THAN THE COLUME DIAMETER,
WHICH EVER IS LARGER.
PLATE TO BE A36 STEEL.
PLATE TO BE CENTERED ON COLUMN.
DETAIL A
4X SCALE
DETAIL B
2X SCALE
1/4
TYP.
DETAIL C
2X SCALE
PLATFORM
(SEE DETAIL B)
PLATFORM
TOP VIEW
PLATFORM ATTACHMENT
PLATFORM
(SEE DETAIL B)
DETAIL D
4X SCALE
2"
TYP @ ENDS
SEE DETAIL "D"
SHOP OR FIELD
WELDED
FOR PLATE CONNECTION
SEE DETAIL "A"
FOR PLATFORM ATTACHMENT
SEE DETAIL "C"
HEIGHT ABOVE GRADE
COLUMN LENGTH CALCULATION
- 0.5'
+
+
- .33"
NOTES:
1.0 STRUCTURAL NOTES
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
BEFORE THEY CAN BE USED FOR FABRICATION OR ERECTION. REFER TO
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
TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE
SIZE OF SINGLE-FAMILY DWELLINGS OR LARGER. THESE CONDITIONS MUST
PREVAIL FOR A DISTANCE FROM THE SIGN OF AT LEAST 2,600 ft OR 20 TIMES
THE SIGN HEIGHT, WHICHEVER IS GREATER
EXPOSURE C - OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS HAVING
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.
NOTE:
-REFER TO NOTE 1.6 FOR EXPOSURE
CATEGORY DEFINITIONS.
COLUMN DIMENSIONS = DIAMETER X THICKNESS
FOOTING DIMENSIONS = DIAMETER X DEPTH
FINISH:
PRIME ALL STEEL WITH EPOXY BASE PRIMER.
PAINT ALL STEEL PER PROJECT
SPECIFICATION. CONTACT DAKTRONICS
PROJECT MANAGER FOR PAINT
SPECIFICATION.
1'-4"
8'-0"
0'-0 1/4"
TYP.
3'-1 1/2"
TYP.
EXPOSURE B
20
HEIGHT ABOVE
GRADE (FT)
WIND SPEED (MPH)
DESIGN WIND VELOCITY
COLUMN (PIPE) FOOTING SIZE (FT) WIND PRESSURE (PSF)
3' X 5'-6"
3' X 6'
90 STD. 8
17.71
110
130
150 STD. 8
STD. 8
STD. 10
3' X 7'
3' X 7'-6"
26.45
36.94
49.18
30
3' X 6'
3' X 7'-6"
90 STD. 8 19.63
110
130
150 STD. 10
STD. 10
STD. 12
3' X 8'
3' X 9'
29.32
40.96
54.53
40
3' X 7'
3' X 8'-6"
90 STD. 10
21.17
110
130
150 STD. 10
STD. 12
16 X 3/8"
3' X 9'-6"
3' X 10'-6"
31.63
44.17
58.81
EXPOSURE C
20
HEIGHT ABOVE
GRADE (FT)
WIND SPEED (MPH)
DESIGN WIND VELOCITY
COLUMN (PIPE) FOOTING SIZE (FT) WIND PRESSURE (PSF)
3' X 6'
3' X 7' 90 STD. 8 25.3
110
130
150 STD. 8
STD. 10
STD. 10 3' X 8'
3' X 8'-6"
37.8
52.8
70.4
30
3' X 7'
3' X 8'-6"
90 STD. 10 27.3
110
130
150 STD. 10
STD. 12
14 X 3/8"
3' X 9'-6"
3' X 10'-6"
40.8
57.0
75.9
40
3' X 8'
3' X 9'-6"
90 STD. 10 28.9
110
130
150 STD. 12
16 X 3/8
18 X 3/8"
3' X 11'
3' X 12'-6"
43.2
60.3
80.3
FOOTING DEPTH
BTM CONCRETE COVER
STEEL PLATFORM
TOTAL COLUMN LENGTH
SIDE VIEW
FRONT VIEW
1'-1"
HSS 6X4X1/4" LLH @4
HSS 4X4X1/4" @2
HEIGHT TO BE APPROVED
BY CUSTOMER.
DAKTRONICS AUDIO
CONTROL ENCLOSURE.
140 LBS (W/ PADDLOCK).
MOUNTING BY INSTALLATION
SUBCONTRACTOR.
35.000
OVERALL HEIGHT
CONTROL ENCLOSURE.
MINUMUM 1/2"
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.
DAKTRONICS, INC.
CH
DRAWN: DATE:
SHEET JOB NO: REV
DAKTRONICS AUDIO SYSTEMS
SINGLE COLUMN INSTALL SPECS; SS500HD
KSCHNAB 3 MAY 10
P1561 E 10 C
1/4" = 1'
DTREML
1005534
02
DATE: REV BY:
DATE: REV BY:
01 9 JUN 11
MBJ
UPDATED SIDE VIEW
E
DETAIL E
SCALE 1:15
35.941
C-C
2"X2"X
1
4
" ANGLES
4" LONG SUPPLIED
BY CONTRACTOR
WELD ANGLES AS SHOWN
TO BOTH SIDES OF TUBE
ATTACH ENCLOSURE TO
BEAM USING SUPPLIED
BEAM CLAMP MOUNTING
KIT PER DWG-1131068
TYP.
DATE: REV BY:
02 11 APR 13
AJH
UPDATE SIDE VIEW TO SHOW NEW MOUNTING SCHEME
ADDED DETAIL VIEW E
1/4
35.941
2"X2"X 1
4
" ANGLE
4" LONG SUPPLIED
BY CONTRACTOR
CENTER ON BEAM
TYP.
1/4