FRONT VIEW. Steel Column

Transcription

1 HEIGHT heck electrical prints to determine conduit sizes (must meet code) Top Scoreboard Section ottom Scoreboard Section "" "" "" "" 0' pprox. (to bottom lowest display component) Pier epth (see sheets -) WITH Steel olumn (see sheets -) oncrete must slope away from columns * Row Scoreboard See 6 Overall isplay Height IMENSIONS N SPEIFITIONS Model WITH HEIGHT WEIGHT WEIGHT w/etn IM "" IM "" 60 8' 8' /6" ' 0' ' 8' /6" ' 8' ' 8' /6" N/ 70 ' 8' 7605* 765* ' 0' 6 9/" ' 8' 765* 7685 ' 8' /6" N/ 70 ' 8' 6 0' 8' /6" ' 9' 68 0' 8' /6" N/ 690 ' 9' General Notes:. olumn steel to be grade 99 (50 ksi steel minimum).. racing steel to be STM 500 Grade minimum (see note on sheets -6).. Minimum bolt grade: 07. ll welds to conform to WS standards 5. The dimensions in the charts on sheets -6 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. 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 Ground Level 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 oarse aggregate concrete (fc = 500 psi) olumn rawing No. Greenville, Illinois rawn ate // 8

2 Exposure 0 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 olumn raced olumn * 8 ' (') 8'6" (7'6") 5'6" ('6") W8 x W8 x8 0 ' (') 9'6" (8') 8'6" (7') W8 x 8 W8 x ' (') 0' (9') ' (0') W0 x W0 x ' (') ' (9'6") ' ('6") W0 x 9 W0 x 6 6 ' (') '6" (0') 6'6" (5') W x W x 6 8 ' (') ' (0'6") 9' (7'6") W8 x 8 W x 0 0 ' (') ' (') ' (0') W0 x 9 W x ' (') '6" ('6") 5'6" ('6") W0 x 60 W8 x 5 5 ' (') '6" (') 6'6" (5') W x 65 W6 x 0 0 ' (') '6" ('6") 5'6" (5'6") W x 87 W6 x 50 5 ' (') 6'6" (') 60'6" (58') W x 06 W x 55 0 ' (') 9' (6') 68' (65') W x 0 W x 6 Exposure 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 olumn raced olumn * 8' ' ['] 9' 6" [8' 6"] 7' [6'] W x 6 W8 x 0' ' ['] 0' 6" [9'] 0' [8' 6"] W0 x W x ' ' ['] ' 6" [0'] ' [' 6"] W0 x 9 W x 6 ' ' ['] ' [0' 6"] 6' [' 6"] W x W x 0 6' ' ['] ' 6" ['] 9' [6' 6"] W0 x 9 W x 8' ' ['] ' 6" ['] ' [9' 6"] W x 5 W8 x 5 0' ' ['] 6' [' 6"] 5' 6" ['] W x 6 W6 x 0 ' (') ' (') 6' (') W x 65 W x 5 ' (') '6" (0'6") 7'6" (5'6") W x 79 W8 x 50 0 ' (') '6" ('6") 5'6" (5'6") W x 0 W x 55 5 ' (') 6'6" (') 6'6" (59') W x 0 W x 68 0 ' (') 9' (6') 69' (66') W x 5 W x 76 Exposure 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 olumn raced olumn * 8 ' (') 0' (8'6") 7'6" (6') W8 x 8 W0 x 0 ' (') ' (9'6") 0'6" (9') W0 x W0 x 6 ' (') ' (0') '6" ('6") W0 x 9 W x 6 ' (') ' (') 6'6" ('6") W0 x 5 W x 0 6 ' (') '6" ('6") 0' (7') W x 5 W x 8 ' (') 6' ('6") '6" (0') W0 x 60 W6 x 0 0 ' (') 7' ('6") 6'6" (') W x 65 W x ' (') 8'6" ('6") 50'6" (6'6") W x 7 W x 8 5 ' (') 6' ('6") 5' (8'6") W x 87 W8 x 50 0 ' (') 9'6" (6'6") 59'6" (56'6") W x 09 W x 6 5 ' (') ' (8'6") 67' (6'6") W x W x 68 0 ' (') 5' (') 75' (7') W x 59 W x 8 hart Notes:. * Requires that braces be placed approximately 0' from ground level that spans both columns. See detail on sheet 5. If display height is taller than 0', braces must be installed at each 0' increment in display height.. 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 0 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 olumn raced olumn * 8 ' (') 7'6" (6'6") '6" ('6") W8 x W8 x 5 0 ' (') 8' (7') 7' (6') W8 x W8 x 8 ' (') 9' (7'6") 0' (8'6") W8 x 8 W8 x ' (') 9'6" (8') '6" (') W0 x W0 x 6 ' (') 0' (8'6") 5' ('6") W8 x 5 W0 x 8 ' (') 0'6" (9') 7'6" (6') W0 x 9 W0 x 6 0 ' (') ' (9'6") 0' (8'6") W0 x 5 W x 6 ' (') ' (0'6") ' ('6") W0 x 9 W x 0 5 ' (') ' (0') 5' (') W0 x 60 W x 0 ' (') ' (') 5' (50') W x 7 W6 x 0 5 ' (') '6" (') 57'6" (56') W x 87 W x 8 0 ' (') 5'6" (') 6'6" (6') W x 06 W8 x MPH WIN ZONES FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia. Pier epth ol. Len. Unbraced olumn raced olumn * 8' ' ['] 8' 6" [7'] 6' [' 6"] W8 x W8 x 8 0' ' ['] 9' [8'] 8' 6" [7' 6"] W x 6 W8 x ' ' ['] 0' [8' 6"] ' 6" [0'] W0 x W0 x ' ' ['] 0' 6" [9'] ' [' 6"] W8 x 5 W0 x 6 6' ' ['] ' [9' 6"] 6' 6" [5'] W x W x 6 8' ' ['] ' [0' 6"] 9' 6" [8'] W x 8 W x 0 0' ' ['] ' ['] ' 6" [0' 6"] W0 x 9 W x 0 ' (') ' (') 6' (') W0 x 60 W x 5 ' (') '6" (0'6") 7'6" (5'6") W x 65 W6 x 0 0 ' (') '6" ('6") 5'6" (5'6") W x 87 W6 x 50 5 ' (') 6'6" (') 6'6" (59') W x 06 W x 55 0 ' (') 9' (6') 69' (66') W x 0 W x 6 rawn olumn ate Exposure Exposure 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 olumn raced olumn * 8 ' (') 8'6" (7'6") 6' (5') W8 x W8 x 8 0 ' (') 9'6" (8') 9' (7'6") W8 x 8 W8 x ' (') 0'6" (9') ' (0'6") W0 x W x ' (') ' (9'6") '6" (') W0 x 9 W0 x 6 6 ' (') ' (0') 7'6" (5'6") W0 x 5 W x 0 8 ' (') '6" (') 0' (8'6") W0 x 9 W x 0 0 ' (') ' ('6") '6" (') W x 5 W x ' (') 5' ('6") 7' ('6") W0 x 60 W6 x 6 5 ' (') ' (') 8' (6') W x 7 W6 x 0 0 ' (') 5'6" (') 55'6" (5') W x 96 W8 x 55 5 ' (') 8' (5') 6' (60') W x 09 W x 6 0 ' (') 0'6" (7') 70'6" (67') W x W x 68 // rawing No. Greenville, Illinois

3 Exposure 0 FEET WIE INSTLLTIONS 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 * 8 ' (') '6" (9'6") 8'6" (6'6") W0 x W0 x 6 0 ' (') '6" (0'6") '6" (9'6") W0 x 9 W x 0 ' (') ' ('6") 5' ('6") W x 8 W x ' (') 6' ('6") 9' (5'6") W x 5 W6 x 6 6 ' (') 7'6" ('6") '6" (8'6") W x 6 W6 x 0 8 ' (') 9' ('6") 6' ('6") W x 65 W x 0 ' (') 0'6" (6') 9'6" (5') W8 x 76 W8 x 50 ' (') ' (8') 5' (9') W x 96 W x 55 5 ' (') 0' (6'6") 5' (50'6") W x 0 W x 6 0 ' (') ' (9') 6' (58') W x W8 x 76 5 ' (') 6'6" (') 70'6" (66') W x 59 W x 9 0 ' (') 9'6" ('6") 78'6" (7'6") W x 9 W x 0 Exposure FEET WIE INSTLLTIONS 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 * 8 ' (') ' (') ' (9') W0 x 9 W x 0 0 ' (') 5' (') 5' (') W x 8 W x ' (') 7'6" ('6") 9'6" (5'6") W x 5 W6 x 0 ' (') 5' ('6") 9' (6'6") W x 6 W x 6 ' (') 6'6" (') '6" (0') W x 7 W8 x 50 8 ' (') 8' (5') 6' (') W8 x 86 W x 55 0 ' (') 9'6" (6'6") 9'6" (6'6") W x 96 W x 6 ' (') ' (7'6") 5' (9'6") W x 0 W x 68 5 ' (') '6" (0'6") 59'6" (55'6") W x W x 76 0 ' (') 8'6" (') 68'6" (6') W x 59 W x 9 5 ' (') ' (7') 78' (7') W x 0 W x 0 0 ' (') 7' (0'6") 87' (80'6") W8 x W x Exposure 8 FEET WIE INSTLLTIONS 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 * 8 ' (') ' ('6") ' (9'6") W x 0 W x 0 0 ' (') 6'6" ('6") 6'6" ('6") W x 8 W6 x 6 ' (') 8'6" ('6") 0'6" (6'6") W x 6 W x ' (') 6' ('6") 0' (7'6") W x 65 W6 x 50 6 ' (') 8' (5') ' (') W8 x 76 W8 x 55 8 ' (') 9'6" (6'6") 7'6" ('6") W8 x 86 W x 6 0 ' (') '6" (7'6") 5'6" (7'6") W x 0 W x 68 ' (') ' (9') 55' (5') W x 0 W x 68 5 ' (') 5'6" (') 60'6" (56') W8 x 0 W x 76 0 ' (') ' (6') 7' (66') W8 x 75 W x 0 5 ' (') 6' (9'6") 8' (7'6") W x W x 0 ' (') 0'6" ('6") 90'6" (8'6") W8 x 58 W x 6 hart Notes:. * Requires that braces be placed approximately 0' from ground level that spans both columns. See detail on sheet 5. If display height is taller than 0', braces must be installed at each 0' increment in display height.. 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 0 FEET WIE INSTLLTIONS 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 8 ' (') 9'6" (8'6") 6'6" (5'6") W x 6 W0 x 0 ' (') 0'6" (9') 9'6" (8') W0 x W0 x 6 ' (') '6" (0') '6" (') W0 x 9 W x 6 ' (') '6" (0'6") 5'6" ('6") W0 x 5 W x 0 6 ' (') '6" ('6") 8'6" (6'6") W0 x 9 W x 8 ' (') 5' (') ' (9') W x 5 W6 x 6 0 ' (') 6'6" ('6") 5'6" ('6") W x 6 W6 x 0 ' (') 8'6" (') 9'6" (5') W x 7 W x 5 ' (') 6' ('6") 50' (7'6") W8 x 86 W8 x 50 0 ' (') 8'6" (5'6") 57'6" (5'6") W x 06 W x 6 5 ' (') '6" (8') 65'6" (6') W x W x 68 0 ' (') ' (0') 7' (69') W x 59 W x 8 FEET WIE INSTLLTIONS 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 * 8 ' (') ' (9'6") 9' (7'6") W0 x W0 x 6 0 ' (') ' (0'6") ' (0'6") W0 x 9 W x 6 ' (') '6" (') 5'6" (') W0 x 5 W x 0 ' (') ' (') 6' (5') W x 5 W8 x 5 6 ' (') ' ('6") 9' (7'6") W x 6 W6 x 0 8 ' (') '6" (') '6" (0') W x 65 W x 0 ' (') 5'6" (') 5'6" (') W x 7 W6 x 50 ' (') 7' (') 9' (6') W8 x 86 W8 x 55 5 ' (') 9'6" (6'6") 5'6" (5'6") W x 0 W x 6 0 ' (') ' (9') 6' (59') W x W8 x 76 5 ' (') 6'6" (') 7'6" (67') W x 59 W x 9 0 ' (') 0' (5') 80' (75') W x 9 W x 0 rawn olumn ate Exposure Exposure 8 FEET WIE INSTLLTIONS 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 * 8 ' (') '6" (0') 9'6" (8') W0 x W x 6 0 ' (') '6" (') '6" (') W x 0 W x 0 ' (') '6" ('6") 6'6" ('6") W x 8 W x ' (') '6" (') 6'6" (5') W x 5 W6 x 6 6 ' (') ' (') 0' (8') W x 6 W x 8 ' (') 5'6" (') '6" (') W x 7 W6 x 50 0 ' (') 7' (') 7' (') W x 79 W8 x 55 ' (') 8'6" (5'6") 50'6" (7'6") W x 96 W x 55 5 ' (') 0'6" (7') 55'6" (5') W x 0 W x 6 0 ' (') 5' (0'6") 65' (60'6") W8 x W x 76 5 ' (') 8'6" (') 7'6" (69') W8 x 75 W x 0 0 ' (') '6" (7') 8'6" (77') W x W x 7 // rawing No. Greenville, Illinois

4 Exposure 0 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 * 8 ' (') ' (') 0' (8') W0 x 9 W x 0 0 ' (') 5' (') ' (') W x W x ' (') 7' (') 8' (') W x 5 W6 x 0 ' (') 9' ('6") ' (7'6") W x 6 W x 6 ' (') ' (6') 6' (') W6 x 67 W8 x 50 8 ' (') ' (7'6") 50' ('6") W8 x 76 W8 x 55 0 ' (') 5' (9') 5' (8') W x 96 W x 55 ' (') 8' ('6") 59' (5'6") W x 0 W x 68 5 ' (') ' (0') 58' (5') W x0 W8 x 76 0 ' (') 8' (') 67' (6') W8 x 58 W x 9 5 ' (') ' (6'6") 76' (70'6") W8 x 9 W x 0 0 ' (') 6' (9'6") 85' (78'6") W x W x Exposure 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 * 8 ' (') 5'6" (') '6" (0') W x W x 0 ' (') 8'6" (') 8'6" (') W x 5 W6 x 0 ' (') ' (6') ' (8') W x 6 W6 x 50 ' (') ' (8') 8' (') W x 7 W8 x 55 6 ' (') 6'6" (0') 5'6" (6') W8 x 86 W x 6 8 ' (') 9' (') 57' (50') W8 x 97 W x 68 0 ' (') '6" ('6") 6'6" (5'6") W x 0 W x 68 ' (') 5'6" (') 57'6" (5') W x 7 W x 76 5 ' (') 9'6" ('6") 6'6" (59'6") W x 6 W x 9 0 ' (') 5' (8'6") 75' (68'6") W8 x 9 W x 7 5 ' (') 0' (') 85' (78') W8 x W x 6 0 ' (') 5' (7') 95' (87') W8 x 8 W x 76 Exposure 8 FEET WIE INSTLLTIONS 50 MPH WIN ZONES 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 * 8 ' (') 7' (') 5' (') W x 8 W6 x 6 0 ' (') 9'6" (5') 9'6" (5') W x 6 W x ' (') '6" (7') '6" (9') W6 x 67 W8 x 50 ' (') 5'6" (9'6") 9'6" ('6") W8 x 76 W x 55 6 ' (') 8'6" ('6") 5'6" (7'6") W8 x 97 W x 6 8 ' (') '6" (') 59'6" (5') W x 0 W x 68 0 ' (') ' (6') 6' (56') W x W x 76 ' (') 8' (') 60' (55') W x W x 8 5 ' (') ' (5'6") 66' (60'6") W8 x 58 W x 0 0 ' (') 8' (') 78' (7') W x 0 W x 5 ' (') ' (6') 89' (8') W8 x 58 W x 6 0 ' (') 9'6" (0'6") 99'6" (90'6") W8 x W x 9 hart Notes:. * Requires that braces be placed approximately 0' from ground level that spans both columns. See detail on sheet 5. If display height is taller than 0', braces must be installed at each 0' increment in display height.. 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 Exposure 0 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 * 8 ' (') ' (9'6") 8' (6'6") W0 x W0 x 6 0 ' (') ' (0') ' (9') W0 x 9 W x 6 ' (') '6" (') '6" (') W x W x 0 ' (') 5' (') 8' (5') W x 5 W8 x 5 6 ' (') 6'6" (') '6" (8') W0 x 60 W6 x 0 8 ' (') 8' (') 5' (') W x 65 W x 0 ' (') 9'6" (5') 8'6" (') W x 7 W6 x 50 ' (') ' (7') 5' (8') W8 x 86 W8 x 55 5 ' (') 9' (6') 5' (50') W x 0 W x 6 0 ' (') ' (8'6") 6' (57'6") W x 0 W x 68 5 ' (') 5'6" ('6") 69'6" (65'6") W x 59 W x 8 0 ' (') 9' (') 78' (7') W8 x 9 W x 0 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 * 8 ' (') ' (0'6") 0' (8'6") W x 8 W x 0 0 ' (') ' ('6") ' ('6") W x W x ' (') 6' ('6") 8' ('6") W x 5 W6 x 6 ' (') 8'6" (') '6" (8') W x 6 W x 6 ' (') 0'6" (5'6") 6'6" ('6") W6 x 67 W6 x 50 8 ' (') '6" (7') 50'6" (5') W8 x 76 W8 x 55 0 ' (') '6" (8'6") 5'6" (8'6") W8 x 86 W x 55 ' (') 0' (7') 5' (9') W x 0 W x 6 5 ' (') '6" (9'6") 58'6" (5'6") W x 7 W x 68 0 ' (') 7'6" (') 67'6" (6') W8 x 58 W x 9 5 ' (') ' (6'6") 77' (7'6") W8 x 9 W x 0 0 ' (') 6' (9'6") 86' (79'6") W x W x ate Exposure Exposure 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 * 8 ' (') ' (') ' (9') W0 x 9 W x 0 0 ' (') 5'6" (') 5'6" (') W x 8 W x ' (') 7'6" ('6") 9'6" (5'6") W x 5 W6 x 0 ' (') 9'6" (5') '6" (9') W x 6 W x 6 ' (') ' (7') 8' (') W x 7 W8 x 50 8 ' (') '6" (8'6") 5'6" (6'6") W8 x 86 W x 55 0 ' (') 6'6" (0'6") 56'6" (50'6") W8 x 97 W x 6 ' (') ' (8'6") 5' (50'6") W x 0 W x 68 5 ' (') '6" (0'6") 59'6" (55'6") W x W x 76 0 ' (') 0' (5') 70' (65') W x 6 W x 0 5 ' (') '6" (8'6") 79'6" (7'6") W x 0 W x 7 0 ' (') 9' ('6") 89' (8'6") W x 57 W x 6 olumn // rawing No. 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 im"f", "G", and "H") Top scoreboard (flush with top column) Front olumn " 7/6" diameter holes centered on columns 5 6" " Typ. im "F" ETIL im "" im "" im "G" im "E" im "H" imensions to laterals or top brackets for WELING option. imensions to holes for OLTING option. /6 Weld " side to column (brace to extend " out from column) races: 9' 8" from ground to top laterals. Required Hand Tools:. Phillips head screw driver/drill with phillips driver.. 9/6" wrench. Ratchet wrench and 9/6" socket. Level 5. Tape measure 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. im '' (see sheet ) Only two columns shown for clarity. ctual installation will have columns NOTE: Minimum bolt grade is 07 (not required if welding brackets to columns) HRWRE SUPPLIE Y OTHERS escription Quantity /8 x / olt /8 Flat Washer 8 /8 Lock Washer /8 Nut /8-6 eye bolts (see sheet 6) olt brackets to columns using () /8 x / bolts nuts and washers. - supplied by others - Minimum grade: 07 rawn ate FRONT VIEW Weld TSxx /6 lateral to front and back (Optional to reduce required column size. - designates with * ) WELING IMENSIONS OLTING IMENSIONS Model # im "" im "" * im "E" im "F" im "G" im "H" /8" 8 /8" 9 5/6" 7 5/" 5 7/6" 95 /" olumn // /6 rawing No. Greenville, Illinois

6 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 sheet 5 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* 6 /8 Flat Washer 7 /8 Lock Washer 6 /8 Nut 6 /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 im "" olted imensions Only Model # im "H" im "I" Im "J" im "K" im "L" /" /" 77 /" 8 /" 5 /8" Welding imensions Only Model # im "" im "" im "E" im "F" im "G" /8" 0 /" 7 5/6" 78 /6" /6" rawn olumn ate // rawing No. Greenville, Illinois

7 Serrated Flange bolts (supplied by Nevco) Stack up to washers under eye bolt if longer than " Threads: /8" -6 ETIL E " Maximum Install /8-6 eye bolts into top board (lower row cabinets st) for lifting. (eye bolts and washers supplied by others) Slide bottom bracket up and tighten one bolt to hold in place Serrated Flange bolts (supplied by Nevco) Install /8 x / bolt and nut (no washer) in center hole top brackets. Thes will serve as hangers during installation. (supplied by Nevco) ETIL E Replace access doors when finished making connections Top brackets are fixed position. ETIL 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) Insert extended flange into mating section (make sure both flanges male end go to inside female end) Secure connections to hangers located inside cabinets. 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 7 for 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

8 Remove eye bolts from first row and install on second row Spreader bar preferred for lifting (see installation instructions for more details) Note: etails below show only two columns for clarity. ctual installation will have columns. 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) LE HNGER F Tighten all bracket bolts on first row before installation second row STEP ONE Install First Row olumn 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. olt installed in top brackets each row will serve as hanger Scoreboard Scoreboard Top olts required per bracket set olumn G Upper Section etail F H Side View Scoreboard Lower Section olumn Scoreboard ottom etail H etail G olt brackets together using bolts, nuts, washers and lock washers supplied by Nevco. (/8 x / bolts rawn olumn ate // Hanging etail rawing No. Greenville, Illinois