Steel Column. 1 Rev. 3 Row Scoreboards (See Sheet 7 for bracket dimensions)

Transcription

1 SOREOR HEIGHT heck electrical prints to determine conduit sizes (must meet code) WITH ddtional display area consisting signs, arches, message centers or video above or below the scoreboard. (see sheets -) for column and pier sizing) "" TOP SOREOR SETION OTTOM SOREOR SETION 0' pprox. (to bottom lowest display component) "" Steel olumn (see sheets -) oncrete must slope away from columns "" Overall isplay Height Row Scoreboards (See 5 for bracket dimensions) Model Width Height Weight Weight w/etn im "" im "" 650 ' /" 90 N/ ' 6' 60, 60 0' ' /" 0 N/ ' ' 5' /" 60 N/ ' 6, 60 ' 5' /" 80 5 ' 965 9' ' /" 0 N/ 6" 600 P-08/P-08-6' 5' /6" 8 /" N/ ' ' 6' P-0/P-0- P-6/P-6-0' 6' ' /" ' /" 80 0 N/ N/ ' ' P-8/P-8- ' /" 50 N/ ' 0' Row Scoreboards (See 6 for bracket dimensions) Model Width Height Weight Weight w/etn im "" im "" ' 6' /6" 00 N/ ' 565 ' /6" 90 N/ ' 655, 658 6' 5' /6" 60 5 ' 609, 65 6' 6' /6" 90 5 ' 65 6' 7' 9/" ' 608, 56 6' /6" 0 75 ' 0' 60, 60, 600 6, 6, /6" 0 8 ' 0' ' /6" /6" 60 N/ ' ' 0' 0' Row Scoreboards (See 7 for bracket dimensions) Model Width Height Weight Weight w/etn im "" im "" ' 6 5/8" N/ 70 ' 0' 760, 76, 76 0' 6 9/" ' 0' ' 0' /6" 90 N/ ' General Notes:. olumn steel to be grade 99 (50 ksi steel minimum).. racing steel to be STM 500 Grade minimum (see note on sheets -).. Minimum bolt grade: 07. ll welds to conform to WS standards 5. The dimensions in the charts on sheets - are calculated using the requirements specified in I 009, and the Manual Steel onstruction (th Edition). Soil lateral bearing pressure is considered to be 50 psf/f. 6. The weights signs to be calculated using. lb/sq. ft sign area. 7. The weights Nevco message centers to be calculated using 8.5 lb/sq ft. 8. The weights Nevco video displays to be calculated using 9.5 lbs/sq. ft. 9. The weights Nevco arches to be calculated using 7.7 lbs/sq. ft. Pier epth (see sheets -) oarse aggregate concrete (fc = 500 psi) Important. Read before installation. This is not an engineered drawing. It is intended for representational purposes only. The dimensions called out on this drawing are intended to be used as a guide only, and are not intended to be suitable for all conditions. dding signs or other components around the scoreboard beyond the scope this drawing or increasing the display height from the ground will affect the installation requirements. Nevco recommends that you consult a pressional engineer or architect familiar with the area before attempting installation. They can verify that the selected mounting beams or posts along with the brackets, screws, and other hardware items provided by others or Nevco are adequate for your local soil conditions, wind loads and other local codes. If procedures are used that are not covered in this drawing, careful analysis the installation is urged. 6" From end column to edge concrete Pier iameter (see sheets -) FRONT VIEW rawn olumn ate /6/07 rawing No. Greenville, Illinois

2 WIE INSTLLS WIE INSTLLS 0' WIE INSTLLS 0' WIE INSTLLS ' WIE INSTLLS ' WIE INSTLLS 6 FEET WIE INSTLLTIONS 6 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olum raced olumn 6' ' 6" ' W0 x W8 x 8 ' 9'6" 7' W x 6 W8 x 9' ' 0' 6" W x 0 W0 x 0' ' 0'6" 0' W0 x W0 x 6 0' 6" ' ' ' W0 x W0 x 6 ' ' '6" ' W0 x 9 W x 6 ' ' ' 5'6" W x W x 0 6' ' (') '6" (') 9' (6'6") W0 x 9 W x 8 ' (') '6" ('6") '6" (9'6") W x 5 W8 x 5 0 ' (') 6'6" ('6") 6'6" ('6") W x 65 W6 x 0 ' (') 7'6" (') 9'6" (6') W x 65 W x 5 ' (') 9'6" (5'6") 5'6" (50'6") W x 79 W8 x 50 0 ' (') ' () 6' (5) W x 0 W x 55 5 ' (') 6'6" (0'6") 7'6" (65'6") W x 0 W x 68 0 ' (') 9'6" (') 79'6" (7') W x 5 W x 76 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5' ' 7'6" ' W8 x 8 W0 x 7 6' 7' ' ' 6" 9' ' 5'6" W8 x W8 x W8 x 8 W8 x 8 8 0' ' ' 9' 0' 6'6" 9'6" W8 x W0 x W8 x W0 x ' ' ' '6" W8 x 5 W0 x 6 ' ' '6" 5' W0 x 9 W x 6 6' ' (') '6" (0'6") (6') W x 8 W x 0 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5' ' ' 7' 6" '6" 6' W8 x 8 W8 x W0 x 5 W8 x 8 0' ' 9' 6" W x 6 W8 x ' ' 0' '6" W0 x W0 x 5' ' ' 6' W0 x 9 W x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn* ' ' 6'6" 0' W8 x 5 W8 x 5' ' 6'6" ' W8 x 8 W8 x 6' ' 7' '6" W8 x 8 W0 x 5 ' 5'6" W8 x W0 x 7 0' ' 6" W8 x W8 x 8 ' ' 9'6" '6" W x 0 W8 x 5' ' 0'6" 5'6" W8 x 5 W0 x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 5'6" W8 x W8 x 6 ' 6'6" ' W8 x 8 W8 x 8 ' 7'6" 5' W8 x W8 x 5 0 ' 7'6" W8 x W8 x 8 ' ' 6" 0'6" W8 x 8 W8 x 8 9' WIE INSTLLS Exposure hart Notes:. If the display height is between chart values shown above, use the next highest value.. * Requires that braces be placed approximately 0' from ground level spanning both columns. If display is taller than 0' place braces on 0' spacing.. Wind loading figured at Exposure "" - Open terrain with scattered obstructions having heights generally less than 0 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone areas.. Wind loading figured at Exposure "" - Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size single-family dwellings or larger. These areas prevail in the upwind direction for a distance 600 feet or 0 times the structure height, whichever is greater. 90 MPH WIN ZONES EXPOSURE (See note ) EXPOSURE (See note ) 5' ' 9'6" '6" W0 x W0 x olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth olumn Length Unbraced olumn raced olumn* ' ' 5'6" 9' W8 x W8 x rawn olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia. Pier epth ol. Len. Unbraced ol raced olumn * 6' ' 7'6" ' W8 x 8 W8 x 5 ' 6" 6' W8 x W8 x 8 9' ' 6" 7' W8 x W8 x 8 0' ' 9' 6" W x 6 W8 x 0' 6" ' ' ' 9'6" 0' 9'6" '6" W8 x 8 W0 x W8 x W0 x ' ' 0'6" ' W8 x 5 W0 x 6 6' ' ' 6'6" W x 0 W x 6 8 ' (') ' (0') 0' () W0 x 5 W x 0 0 ' (') ' (') ' (') W0 x 9 W x ' (') ' ('6") 6' ('6") W0 x 60 W8 x 5 5 ' (') 6' ('6") 5' (7'6") W x 65 W6 x 0 0 ' (') 6" ('6") 56" (5'6") W x 87 W6 x 50 5 ' (') ' (6'6") 66' (6'6") W x 06 W x 55 0 ' (') ' (6") 7' (66") W x 0 W x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5' ' 6'6" ' W8 x 8 W8 x 6' ' 7' '6" W8 x 8 W0 x 5 7' ' 7'6" ' W8 x W0 x 7 ' 5'6" W0 x W8 x 8 0' ' 9' 6" W8 x W8 x 8 ' ' 9'6" ' W0 x W0 x ' ' 0' '6" W0 x W0 x 6' ' ' 6'6" W0 x 9 W0 x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5' ' 6' 0'6" W8 x 5 W8 x ' 7'6" 5' W8 x W8 x 5 0' ' 7'6" W8 x W8 x 8 ' ' 6" 0' W x 6 W8 x 8 5' ' 9'6" '6" W0 x W0 x olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth olumn Length Unbraced olum raced olumn * 5'6" 9' W8 x W8 x 5 6' 0'6" W0 x 5 W8 x 6 6' '6" W0 x 7 W8 x 8 7' '6" W8 x 8 W x 0 7'6" 7' W8 x W0 x 7 ' 0' W8 x W8 x 8 5 ' 9' ' W0 x W8 x olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn* 5' 7'6" W8 x W8 x 6 6' '6" W8 x 5 W8 x 8 6'6" ' W8 x 8 W8 x 0 7' 6'6" W8 x W0 x 5 ' 7'6" 9'6" W8 x W0 x 7 5 ' 6" '6" W8 x 8 W8 x 8 olumn ate rawing No. /6/07 9 Greenville, Illinois 66-07

3 WIE INSTLLS WIE INSTLLS 0' WIE INSTLLS 0' WIE INSTLLS ' WIE INSTLLS ' WIE INSTLLS 6 FEET WIE INSTLLTIONS 6 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS EXPOSURE (See note ) olumn and Pier Requirements (ased on SE 7-05 Exposure for 0MPH Wind Load) isplay Height Pier ia Pier epth ol Len Unbraced olumn raced olumn * 6 ' '6" 7' W x 0 W0 x 6 8 ' (') ' (') 0'6" (6") W0 x 9 W x 0 9 ' (') ' ('6") '6" (0') W x 0 W x 0 0 ' (') 5'6" (') 5' ('6") W x 8 W x 0.5 ' (') 6' (') 6' (') W x 8 W8 x 5 ' (') 7'6" ('6") 9' (5') W x 5 W6 x 0 ' (') 9'6" (5') ' (6") W x 6 W x 6 ' (') '6" (6'6") 7' (') W x 7 W8 x 50 8 ' (') '6" () 5'6" (6') W8 x 86 W8 x 55 0 ' (') 6'6" (0') 56'6" (50') W8 x 97 W x 6 ' (') 6" (') 60'6" (5') W x 0 W x 68 5 ' (') ' ('6") 67' (59'6") W x W x 76 0 ' (') 6" ('6") 66" (6'6") W x 59 W x 9 5 ' (') '6" (7') 77'6" (7') W x 9 W x 0 0 ' (') 7' (0'6") 87' (80'6") W8 x W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn 5 ' 0' '6" W0 x 6 W0 x 6 ' ' 6'6" W0 x 0 W0 x 6 7 ' '6" W0 x W x 6 8 ' ' 9'6" W x 8 W x 6 0 ' (') ' ('6") '6" (') W x W x ' (') 6' ('6") 7'6" (') W x 5 W6 x 6 ' (') (') '6" (7'6") W x 6 W6 x 0 6 ' (') 0' (5') 5'6" (0'6") W x 65 W6 x 50 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5 ' 9'6" ' W8 x W8 x 8 ' ' 6" W0 x W0 x 6 0 ' ' '6" W0 x 9 W x 6 ' (') '6" (') 5' ('6") W x W x 0 5 ' (') 6' ('6") ' (7'6") W x 5 W6 x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Heig Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' '6" W8 x W8 x 8 5 ' 9' '6" W0 x W8 x 8 6 ' 9'6" 5' W8 x W8 x 8 ' 0'6" W x 0 W0 x 0 ' '6" ' W0 x W x 6 ' '6" '6" W x 0 W x 0 5 ' '6" 9'6" W0 x 9 W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 7' 9'6" W8 x 8 W0 x 5 6 ' 9' '6" W0 x W8 x 8 8 ' 9'6" 7' W x 6 W0 x 0 ' 0'6" 0' W0 x W0 x 6 5 ' ' '6" ' '6" W0 x 9 W x 8 W x 6 W x 0 9' WIE INSTLLS Exposure 0 MPH WIN ZONES olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn* ' ' 7'6" ' W8 x W8 x hart Notes:. If the display height is between chart values shown above, use the next highest value.. * Requires that braces be placed approximately 0' from ground level that spans both columns. See detail on sheet 5. If installation is taller than 0', place braces on 0' spacing.. Wind loading figured at Exposure "" - Open terrain with scattered obstructions having heights generally less than 0 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone areas.. Wind loading figured at Exposure "" - Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size single-family dwellings or larger. These areas prevail in the upwind direction for a distance 600 feet or 0 times the structure height, whichever is greater. EXPOSURE (See note ) olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia. Pier epth ol. Len. Unbraced olum raced olumn * 6 ' 0' 5'6" W8 x W0 x 8 ' ' 6" W0 x W0 x 6 9 ' '6" 0' W0 x W x 6 0 ' ' '6" W0 x 9 W x ' (') '6" (0'6") '6" (0'6") W0 x 9 W x 0 ' (') '6" (') 5' ('6") W0 x 5 W x 0 ' (') 5' (') 6" (5'6") W x 5 W8 x 5 6 ' (') 6'6" (') ' (6") W0 x 60 W6 x 0 8 ' (') 6" (') 6'6" (') W x 65 W x 0 ' (') 0'6" (6') 50'6" (6') W8 x 76 W8 x 50 ' (') '6" (7'6") 5'6" (9'6") W8 x 86 W8 x 55 5 ' (') 5' (9'6") 60' (5'6") W x 0 W x 6 0 ' (') '6" (9') 6'6" (59') W x W x 68 5 ' (') 6' (') 7' (67') W x 59 W x 9 0 ' (') 9'6" ('6") 79'6" (7'6") W8 x 9 W x 0 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier iameter Pier epth ol Length Unbraced olumn raced olumn * 5 ' 9' '6" W8 x W8 x 8 6 ' 9'6" 5' W8 x W8 x 7 ' 0' 6'6" W x 6 W0 x 8 ' 0'6 W x 0 W x 0 ' '6" ' W x 8 W x 6 ' (') '6" (0'6") ' (') W x W x 0 ' (') ' ('6") 7'6" (5') W0 x 9 W x 6 ' (') 5'6" (') ' (7'6") W x 5 W6 x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier iameter Pier epth ol Length Unbraced olumn raced olumn * 5 ' '6" W8 x W0 x 7 8 ' 9'6" 7' W x 6 W8 x 0 ' 0'6" 0' W0 x W x ' (') ' (9'6") ' ('6") W0 x 9 W x 6 5 ' (') ' (') (6') W x 8 W x 0 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olum raced olumn * ' 7' 0'6" W8 x 8 W x 5 ' 7'6" ' W8 x 8 W8 x 5 6 ' '6" W8 x W8 x 8 8 ' 9' 6'6" W8 x W8 x 0 ' 0' 9'6" W8 x 8 W0 x ' 0'6" '6" W0 x W0 x 6 5 ' ' 7' W x W x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 6' 6" W0 x 5 W8 x 6 ' 7'6" ' W8 x W0 x 7 8 ' 6" 6' W8 x W8 x 8 0 ' 9' 6" W8 x 8 W8 x ' 0' ' W0 x W0 x 5 ' ' 6' W0 x 9 W0 x 6 rawn olumn ate rawing No. Greenville, Illinois 66 /6/

4 WIE INSTLLS WIE INSTLLS 0' WIE INSTLLS 0' WIE INSTLLS ' WIE INSTLLS ' WIE INSTLLS 6 FEET WIE INSTLLTIONS 6 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 6 ' (') ' (') 6" (6'6") W x 5 W x 0 8 ' (') 5'6" (') ' (9'6") W x W x 9 ' (') 7' (') 5'6" ('6") W x 8 W6 x 6 0 ' (') 6" (') ('6") W x 5 W6 x ' (') 9' ('6") 9' ('6") W x 6 W x ' (') 6' ('6") 7'6" (5') W x 6 W6 x 50 ' (') (5') '6" (6") W x 7 W8 x 55 6 ' (') 9'6" (6'6") 5' (') W8 x 86 W x 55 8 ' (') '6" () 9'6" (6') W8 x 97 W x 68 0 ' (') '6" (0') 5'6" (50') W x 0 W x 68 ' (') 6'6" (') 56" (5') W x 7 W x 8 5 ' (') 9'6" ('6") 6'6" (59'6") W x 6 W x 9 0 ' (') '6" (6") 7'6" (66") W x 8 W x 7 5 ' (') 9'6" ('6") 6" (77'6") W8 x W x 6 0 ' (') 5' (7') 95' (87') W8 x 8 W x 76 olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5 ' '6" 6' W x 0 W0 x 6 6 ' ' 7'6" W0 x W x 6 7 ' (') '6" (') 0' (7'6") W x 8 W x 0 8 ' (') '6" ('6") ' (9') W x 0 W x 0 ' (') 7' (') 6'6" ('6") W x 5 W6 x 0 ' (') 9'6" (5') ' (6'6") W x 6 W x ' (') 6'6" (') 0' (7'6") W6 x 67 W8 x 50 6 ' (') 6" (5') ' (0'6") W8 x 76 W8 x 55 olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5 ' 0'6" 5' W0 x 6 W0 x 8 ' (') '6" (0'6") 0' () W x 8 W x 0 0 ' (') '6" ('6") ' (') W x W x ' (') 6' ('6") 7'6" (') W x 5 W6 x 6 5 ' (') 9'6" (5') '6" (0') W x 65 W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 9' '6" W0 x W8 x 5 ' 0' '6" W8 x W8 x 6 ' 0'6" 6' W x 6 W0 x 8 ' '6" 9' W0 x W x 6 0 ' (') ' (') '6" (0'6") W x 0 W x 0 ' (') 5' (') 7' (') W x 8 W x 50 MPH WIN ZONES EXPOSURE (See note ) EXPOSURE (See note ) 5 ' (') 7'6" ('6") '6" (6") W x 6 W6 x 0 olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 0'6" W8 x 8 W0 x 7 6 ' 0' 5'6" W8 x W0 x 8 ' ' 6" W0 x W0 x 6 0 ' ' '6" W0 x 9 W x 6 ' ' 5' W x W x 0 5 ' (') 5'6" (') 0'6" (7') W x 5 W8 x 5 hart Notes:. If the display height is between chart values shown above, use the next highest value.. * Requires that braces be placed approximately 0' from ground level that spans both columns. See detail on sheet 5. If total height display is over 0', place another set braces on 0' spacing.. Wind loading figured at Exposure "" - Open terrain with scattered obstructions having heights generally less than 0 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone areas.. Wind loading figured at Exposure "" - Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size single-family dwellings or larger. These areas prevail in the upwind direction for a distance 600 feet or 0 times the structure height, whichever is greater. rawn olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol. Len. Unbraced olumn raced olumn * 6 ' (') ' (9'6") 6'6" (5') W0 x 0 W0 x 6 olumn ate rawing No. 8 ' (') ' (0'6") 9'6" () W x 8 W x 6 9 ' (') ' (') '6" (9'6") W x 0 W x 0 0 ' (') '6" ('6") ' (') W x W x 0.5 ' (') 5' (') 5' (') W x 5 W x ' (') '6" (') ' ('6") W x 5 W6 x 6 ' (') ' (') 7'6" (5'6") W x 6 W x 6 ' (') 5'6" (') ' (6") W6 x 67 W6 x 50 8 ' (') 7' (') 5' (') W8 x 76 W8 x 55 0 ' (') 9' (6') 9' (6') W x 96 W x 55 ' (') ' (7'6") 5' (9'6") W x 0 W x 6 5 ' (') '6" (9'6") 56" (5'6") W x 7 W x 68 0 ' (') 7'6" ('6") 67'6" (6'6") W8 x 58 W x 9 5 ' (') '6" (6') 76'6" (7') W8 x 9 W x 0 0 ' (') 5'6" (9'6") 85'6" (79'6") W x W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Heigh Pier ia Pier epth ol Length Unbraced olumn raced olumn 5 ' 9'6" ' W8 x W8 x 6 ' 0'6" 6' W x 6 W0 x 7 ' ' 7'6" W x 0 W0 x 6 8 ' '6" 9' W0 x W x 6 0 ' (') '6" (') ' (0'6") W x 0 W x 0 ' (') 5' (') 6'6" ('6") W x 8 W x ' (') ' ('6") 6'6" (5') W x 5 W6 x 0 6 ' (') '6" (') 0' (7'6") W x 6 W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth olumn Length Unbraced olumn raced olumn * 5 ' 9' '6" W0 x W8 x 8 8 ' 0'6" W x 0 W x 0 ' '6" ' W x 8 W x 6 ' (') '6" (') ' ('6") W x W x 0 5 ' (') 5'6" (') 0'6" (7') W x 5 W8 x 5 olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' '6" W8 x 8 W0 x 7 5 ' 6" ' W8 x W8 x 8 6 ' 9' '6" W8 x W8 x 8 ' 0' 7'6" W8 x 8 W0 x 0 ' ' 0'6" W0 x W0 x 6 ' (') ' (0') ' (') W0 x 9 W x 6 5 ' (') ' ('6") 9' (6'6") W0 x 9 W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 7' 9'6" W0 x 7 W8 x 6 ' 6" ' W8 x W8 x ' ' 9'6" 0' 7' 9'6" W8 x W0 x W8 x W0 x ' ' ' W8 x 5 W0 x 6 5 ' (') ' (0'6") 7' (5'6") W0 x 5 W x 0 /6/07 Greenville, Illinois

5 Row Scoreboard imensions must be increased by an amount equal to the additional column length when installation consists additional display components above the scoreboard. (Includes dimensions for welded or bolted option.) " 7/6 " diameter holes centered on columns " Typ 5 6" See notes/drawings on sheets 8,9 including bracket orientation, lateral installation (if required), wind speed requirements, etc. im "" im "" imensions to top brackets for WELING option imensions to holes for OLTING option Hardware Supplied by Others escription Quantity /8 x / olt* 8 /8 Flat Washer 6 Scoreboard Scoreboard Height im "" (Welded) im "" (olted) P-08/P-08- ' 6 /" 7/8" 7 5/" P-0/P-0- P-6/P-6- ' /" 9 7/8" 5/" P-8/P ' /" 7/8" 5 5/" ' /" 7/8" 7 5/" ' /" 55 7/8" 59 5/" 60 /8 Lock Washer 8 /8 Nut 8 /8-6 Eye olts** * Minimum bolt grade is 07 **see sheet 8 olumn rawing No. Greenville, Illinois rawn ate /6/07 5 9

6 ROW SOREOR imensions must be increased by an amount equal to the Front olumn additional column length when installation consists additional display components above the scoreboard. (Includes im "F", "G", and "H") ll brackets oriented as shown on columns " 7/6" diameter holes centered on columns 5 6" Top scoreboard (flush with top column) im "" im "" imensions to top brackets for WELING option. im "E" " Typ im "F" im "G" imensions to holes for OLTING option. im "H" Weld " side to column (lateral extends " away from column) 9' 8" from ground to top laterals. Each racket /6 /6 im "" (see sheet ) olt brackets to columns using () /8 x / bolts nuts and washers. - supplied by others - minimum grade: 07 Weld TSxx /6 lateral to front and back (Optional to reduce required column size. - designates with '*' ) /6 Required Hand Tools:. Phillips head screw driver/drill with phillips driver.. 9/6" wrench. Ratchet wrench and 9/6" socket. Level 5. Tape measure WELING IMENSIONS OLTING IMENSIONS Model # Scoreboard Height im "" im "" im "E" im "F" im "G" im "H" ' /6" 9 7/8" /8" 67 5/6" 5/" 7 7/6" 7 /" 565 /6" 7/8" 8 /8" 9 5/6" 7 5/" 5 7/6" 95 /" 655 5' /6" 7/8" 6 /8" 55 5/6" 5 5/" 9 7/6" 59 /" ' /6" 7/8" 6 /8" 67 5/6" 5 5/" 9 7/6" 7 /" 56 6' /6" 7/8" 8 /8" 67 5/6" 7 5/" 5 7/6" 7 /" 65 7' /6" 9 7/8" /8" 79 5/6" 5/" 7 7/6" 8 /" /6" 7/8" 8 /8" 9 5/6" 7 5/" 5 7/6" 95 /" 65 9' /6" 7/8" 8 /8" 0 5/6" 7 5/" 5 7/6" 07 /" Notes: ) If welding brackets to columns, ccording to I standards, all welds are to be performed by WS certified welder. The city in which the display is installed may waive this standard. ontact local ficials if necessary. ) FOR HIGH WIN RES: For installations in wind zones higher than 50 mph, brackets must be welded to columns. ) imensions above should be taken from the top the SHORTEST column, marked and leveled across to other column. ) rackets shipped in separate container. rawn olumn ate FRONT VIEW NOTE: Minimum bolt grade is 07 * Hardware not needed if installer uses welding option. HRWRE SUPPLIE Y OTHERS /6/07 escription rawing No. Greenville, Illinois Quantity */8 x / olt 6 */8 Flat Washer */8 Lock Washer 6 */8 Nut 6 /8-6 eye bolts (see sheet 8) 6 9

7 Row Scoreboard imensions must be increased by an amount equal to the additional column length when installation consists additional display components above the scoreboard. (Includes dimensions for welded or bolted option.) Equal im "" im "" feet (typical for all models below) " 5 6" im "H" " Typ. Equal im "I" See notes/drawings on sheets 8,9 including bracket orientation, lateral installation (if required), wind speed requirements, etc. Hardware Supplied by Others escription Quantity im "E" im "F" im "J" im "K" /8 x / olt* /8 Flat Washer 8 /8 Lock Washer /8 Nut /8-6 Eye olts** im "G" imensions to top brackets for WELING option im "L" imensions to holes for OLTING option * Minimum bolt grade is 07 **see sheet 8 olted imensions Only im "" Model # im "H" im "I" Im "J" im "K" im "L" /" /" 77 /" 8 /" 5 /8" /6" 7 7/6" 7 / 75 /" 9 /8" Welding imensions Only Model # im "" im "" im "E" im "F" im "G" /8" 0 /" 7 5/6" 78 /6" /6" /8" /8" 67 5/6" 7 /6" 6 /6" rawn olumn ate rawing No. Greenville, Illinois 66 /6/

8 Serrated Flange bolts (supplied by Nevco) Threads: /8" -6 " Maximum Slide bottom bracket up and tighten one bolt to hold in place Serrated Flange bolts (supplied by Nevco) ETIL Stack up to washers under eye bolt if longer than " ETIL E Install /8-6 eye bolts into top board (lower row cabinets st) for lifting. (eye bolts and washers supplied by others) E ETIL Install /8 x / bolt and nut (no washer) in center hole top brackets. Thes will serve as hangers during installation. (supplied by Nevco) Replace access doors when finished making connections Top brackets are fixed position Screw sections together front and back using screws supplied by Nevco WRNING: o not leave any screw locations empty. Make signal connections between board sections before installing scoreboard. (connections located behind access doors with "SPLIE ENLOSURE" label) Secure connections to hangers located inside cabinets. Insert extended flange into mating section (make sure both flanges male end go to inside female end) LE HNGER Notes: ) Signal connections from lower row cabinets to upper row should be made after both rows have been installed on columns. (see sheet 9 for more details) ) Make sure all bracket bolts are tight before installating scoreboard. ETIL Important: Screw sections together prior to installing board onto columns. (Upper row cabinets and lower row cabinets do not connect) rawn olumn ate rawing No. Greenville, Illinois 66 /6/

9 Remove eye bolts from first row and install on second row Spreader bar preferred for lifting (see installation instructions for more details) Make power/signal connection between upper and lower rows cabinets after board has been installed. - connections located behind access doors - Pull cables from lower section into upper section (connections must be made and permanently located in upper section) Tighten all bracket bolts on first row before installation second row STEP ONE Install First Row WRNING: o not lift scoreboards with any other additional weight attached such as laterals or other structural components Install top row and tighten all bracket bolts. STEP TWO Install Second Row Secure connections to hangers located inside cabinets. LE HNGER olt installed in top brackets each row will serve as hanger Scoreboard column olumn etail F F Sign Top G etail G Hanging etail H Side View Scoreboard olumn Sign ottom etail H olt brackets together using bolts, nuts, washers, and lock washers supplied by Nevco (/8 x / bolts) rawn olumn ate rawing No. Greenville, Illinois 66 /6/