36' 10' 3/16" 1020 lbs 1220 lbs 3' 10' WIDTH

Transcription

1 ddtional display area consisting signs, arches, message centers or video above or below the scoreboard. (see sheets -) for column and pier sizing) IMENSIONS N SPEIFITIONS Model WITH HEIGHT WEIGHT WEIGHT W/ETN IM "" IM "" 60 0' 0' /6" 60 lbs 69 lbs ' 8' 60 ' 8' /6" 760 lbs 8 lbs ' 8' ' 0' /6" 890 lbs 95 lbs ' 8' 688 ' 8' /6" N/ 90 lbs ' 8' 60 6' 9' /6' 90 lbs 99 lbs ' 0' ' 0' /6" 00 lbs 0 lbs ' 0' WITH HEIGHT Top oard Section ottom oard Section OVERLL ISPLY HEIGHT 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. 0' pprox Pier epth See s - oncrete must slope away from columns. Steel olumn See s - Ground Level 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. Pier iameter See s - heck electrical prints to determine conduit sizes. (must meet code) oarse aggregate concrete (fc = 500 psi) rawn olumn Multi-Section ate WHP 0/9/ rawing No. Greenville, Illinois

2 Exposure 0 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length Unbraced olu raced olumn 0 ' (') 0'6" (9') 0'6" (9') W0 x W0 x ' (') ' (9'6") ' ('6") W0 x 9 W0 x 6 ' (') ' (0') 6' (') W x W x 0 6 ' (') ' (') 9' (7') W0 x 9 W x 0 8 ' (') ' ('6") ' (9'6") W x 5 W x 0 ' (') 5'6" (') 5'6" (') W0 x 60 W6 x 6 ' (') 6'6" (') 8'6" (5') W x 65 W6 x 0 5 ' (') 8'6" ('6") 5'6" (9'6") W x 79 W x 8 0 ' (') '6" (6'6") 6'6" (56'6") W x 96 W8 x 55 5 ' (') 0' (6'6") 65' (6'6") W x 0 W x 68 0 ' (') ' (8'6") 7' (68'6") W x 5 W x 76 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 ' (') 0' (8'6") 8' (6'6") W8 x 8 W0 x 0 ' (') ' (9'6") ' (9'6") W0 x W0 x 6 ' (') '6" (0') '6" (') W0 x 9 W x 6 ' (') '6" (0'6") 6'6" ('6") W0 x 5 W x 0 6 ' (') ' ('6") 0' (7'6") W0 x 9 W x 8 ' (') 5'6" (') '6" (0') W0 x 60 W6 x 6 0 ' (') 6'6" (') 6'6" (') W x 65 W6 x 0 ' (') 8' (') 50' (6') W x 7 W x 5 ' (') 0' (5'6") 55' (50'6") W x 79 W8 x 50 0 ' (') 8' (5') 58' (55') W x 0 W x 55 5 ' (') '6" (8') 66'6" (6') W x W x 68 0 ' (') ' (0') 7' (70') W x 59 W x 8 Exposure 6 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 ' 0'6" 8'6" W x 0 W x 0 ' '6" '6" W x 8 W x 6 ' (') '6" (') '6" (') W x W x 0 ' (') ' ('6") 8' (5'6") W0 x 9 W x 6 ' (') 5'6" (') '6" (8') W x 5 W6 x 6 8 ' (') 7' ('6") 5' ('6") W x 6 W6 x 0 0 ' (') 9' ('6") 9' ('6") W x 7 W x 8 ' (') 6' ('6") 8' (5'6") W x 79 W8 x 50 5 ' (') 7'6" ('6") 5'6" (9'6") W x 96 W x 55 0 ' (') 0'6" (7') 60'6" (57') W x 09 W x 68 5 ' (') ' (9'6") 68' (6'6") W x 5 W x 76 0 ' (') 7'6" (') 77'6" (7') W x 76 W x 9 90 MPH WIN ZONES Exposure 0 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn 0 ' (') 9' (7'6") 9' (7'6") W x 6 W8 x ' (') 9'6" (8'6") '6" (0'6") W0 x W0 x ' (') 0'6" (9') '6" (') W0 x W x 6 ' (') ' (9'6") 7' (5'6") W0 x 9 W x 6 8 ' (') '6" (0') 9'6" (8') W0 x 5 W x 0 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. Len. Unbraced olumn raced olumn * 8 ' (') 8'6" (7'6") 6'6" (5'6") W8 x W8 x 8 0 ' (') 9'6" (8') 9'6" (8') W8 x 8 W8 x ' (') 0' (8'6") ' (0'6") W0 x W0 x ' (') ' (9'6") 5' ('6") W0 x 9 W0 x 6 6 ' (') '6" (0') 7'6" (6') W x W x 6 8 ' (') '6" (0'6") 0'6" (8'6") W0 x 9 W x 0 0 ' (') '6" (') '6" (') W x 5 W x ' (') '6" ('6") 6'6" ('6") W0 x 60 W8 x 5 5 ' (') 6' ('6") 5' (7'6") W x 65 W6 x 0 0 ' (') '6" ('6") 5'6" (5'6") W x 87 W6 x 50 5 ' (') 7'6" ('6") 6'6" (59'6") W x 06 W x 55 0 ' (') 9'6" (6'6") 69'6" (66'6") W x 0 W x 68 0 ' (') '6" (0'6") '6" (0'6") W0 x 9 W x 0 ' (') '6" (') 5'6" (') W x 5 W x 5 ' (') 5' (') 50' (7') W x 65 W6 x 6 0 ' (') 7' ('6") 57' (5'6") W x 79 W x 5 ' (') 6' ('6") 6' (58'6") W x 06 W8 x 55 0 ' (') 8' (5'6") 68' (65'6") W x 0 W x 6 Exposure 6 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 olum raced olumn * 8 ' 9' 7' W8 x W8 x 0 ' 0' 0' W0 x W0 x ' (') ' (9'6") ' ('6") W0 x W0 x 6 ' (') '6" (0') 5'6" (') W0 x 9 W x 6 6 ' (') '6" (0'6") 8'6" (6'6") W x 8 W x 0 8 ' (') '6" ('6") '6" (9'6") W x 5 W x 0 ' (') 5' (') 5' (') W0 x 60 W6 x 6 ' (') '6" ('6") '6" ('6") W x 65 W6 x 0 5 ' (') ' (') 9' (7') W x 7 W x 0 ' (') 6'6" (') 56'6" (5') W x 96 W8 x 55 5 ' (') 9' (6') 6' (6') W x 09 W x 6 0 ' (') ' (8'6") 7' (68'6") W x 5 W x 76 hart Notes:. * Requires that braces be placed every 0' interval from ground level that spans all columns. See detail on sheet 5.. 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 Multi-Section ate WHP 0/9/ rawing No. Greenville, Illinois

3 Exposure 0 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length Unbraced olu raced olumn * 0 ' (') '6" ('6") '6" ('6") W x W x ' (') 6'6" (') 8'6" (5') W x 5 W6 x 6 ' (') 8'6" ('6") '6" (8'6") W x 6 W x 6 ' (') ' (6') 7' (') W6 x 67 W6 x 50 8 ' (') ' (7'6") 5' (5'6") W8 x 76 W8 x 55 0 ' (') '6" (9') 5'6" (9') W x 96 W x 55 ' (') 0'6" (7') 5'6" (9') W x 0 W x 6 5 ' (') '6" (9') 57'6" (5') W x 7 W x 68 0 ' (') 6'6" (') 66'6" (6') W x 5 W x 8 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 0 MPH WIN ZONES Exposure 0 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 0 ' (') '6" (0') '6" (0') W0 x 9 W x 6 ' (') ' (') 5' (') W x W x 0 ' (') '6" ('6") 8'6" (5'6") W0 x 9 W x 6 ' (') 6'6" ('6") '6" (8'6") W0 x 60 W6 x 0 8 ' (') 8' (') 6' (') W x 65 W x 0 ' (') 9'6" (5') 9'6" (5') W x 7 W6 x 50 ' (') 6'6" ('6") 8'6" (5'6") W x 79 W8 x 50 5 ' (') 8' (5') 5' (50') W x 96 W x 55 0 ' (') ' (7'6") 6' (57'6") W x 0 W x 68 5 ' (') 5'6" (') 70'6" (66') W8 x 58 W x 8 0 ' (') 8'6" (') 78'6" (7') W8 x 9 W x 0 Exposure FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 8 ' (') '6" (') '6" (9') W x 0 W x 0 0 ' (') 5'6" (') 5'6" (') W x 8 W8 x 5 ' (') 8' (') 0' (6') W0 x 60 W6 x 0 ' (') 0' (5'6") ' (9'6") W x 65 W x 8 6 ' (') ' (7') 8' (') W x 7 W8 x 50 8 ' (') 5' (9') 5' (7') W8 x 86 W x 55 0 ' (') 7' (0'6") 57' (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") W8 x 0 W x 76 0 ' (') 8'6" ('6") 68'6" (6'6") W x 59 W x 9 5 ' (') '6" (8'6") 79'6" (7'6") W x 0 W x 7 0 ' (') 9' (') 89' (8') W x 57 W x 6 Exposure 6 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 8 ' (') 5'6" (') '6" (0') W x W x 0 ' (') '6" (') '6" (') W x 5 W6 x 0 ' (') 5'6" (') 7'6" (5') W x 6 W x 8 ' (') 7'6" ('6") '6" (8'6") W x 7 W8 x 55 6 ' (') 9'6" (6') 5'6" (') W8 x 86 W x 55 8 ' (') '6" (7'6") 9'6" (5'6") W8 x 97 W x 6 0 ' (') '6" (9'6") 5'6" (9'6") W x 0 W x 68 ' (') 5'6" (') 57'6" (5') W x 7 W x 76 5 ' (') 8' ('6") 6' (58'6") W8 x W x 9 0 ' (') ' (7') 7' (67') W x 76 W x 0 5 ' (') 7'6" (') 8'6" (76') W x W x 0 ' (') '6" (6'6") 9'6" (86'6") W8 x 8 W x 76 Exposure FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Len. Unbraced olumn raced olumn * 8 ' (') ' (9'6") 9' (7'6") W0 x W0 x 6 0 ' (') '6" (0'6") '6" (0'6") W0 x 9 W x 0 ' (') ' ('6") 6' ('6") W x 5 W x ' (') 5'6" (') 9'6" (6') W x 5 W6 x 6 6 ' (') 7'6" ('6") '6" (9'6") W x 6 W6 x 0 8 ' (') 9'6" (5') 7'6" (') W x 68 W6 x 50 0 ' (') ' (6'6") 5' (6'6") W8 x 76 W8 x 50 ' (') 7'6" ('6") 9'6" (6'6") W x 87 W 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 ' (') 7'6" (') 7'6" (68') W8 x 75 W x 9 0 ' (') ' (6') 8' (76') W x 0 W x 0 Exposure 6 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Len Unbraced olum raced olumn * 8 ' (') ' (0'6") 0' (8'6") W6 x 6 W x 6 0 ' (') '6" (0') '6" (0') W x W x 0 ' (') '6" (') '6" (') W x 5 W6 x 6 ' (') ' (') 8' (6') W x 6 W6 x 0 6 ' (') 5'6" (') '6" (9') W x 65 W6 x 50 8 ' (') 7' (') 5' (') W8 x 76 W8 x 50 0 ' (') 8'6" (5'6") 8'6" (5'6") W8 x 86 W x 55 ' (') 0' (6'6") 5' (8'6") W6 x 00 W x 6 5 ' (') '6" (8'6") 57'6" (5'6") W x 09 W x 68 0 ' (') 6' ('6") 66' (6'6") W x 5 W x 8 5 ' (') 0' (5') 75' (70') W x 76 W x 0 0 ' (') 5'6" (9'6") 85'6" (79'6") W x W x hart Notes:. * Requires that braces be placed every 0' interval from ground level that spans all columns. See detail on sheet 5.. 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 Multi-Section ate WHP 0/9/ rawing No. Greenville, Illinois

4 Exposure 0 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn 0 ' (') 7'6" ('6") 7'6" ('6") W x 5 W x 0 ' (') 5'6" (') 7'6" (5') W x 6 W8 x 5 ' (') 7' ('6") ' (8'6") W6 x 67 W6 x 0 6 ' (') 9'6" (6') 5'6" (') W8 x 86 W6 x 50 8 ' (') ' (7'6") 9' (5'6") W8 x 97 W8 x 50 0 ' (') ' (9') 5' (9') W x 0 W x 55 ' (') '6" (0'6") 56'6" (5'6") W x 7 W x 6 5 ' (') 7'6" ('6") 6'6" (57'6") W8 x W x 68 0 ' (') ' (6'6") 7' (66'6") W x 76 W x 8 5 ' (') 8'6" ('6") 8'6" (76'6") W x W x 0 0 ' (') '6" (5'6") 9'6" (85'6") W x 8 W x 7 50 MPH WIN ZONES Exposure 0 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn 0 ' (') '6" (') '6" (') W x 0 W6 x 0 ' (') ' (') ' (') W0 x 9 W x ' (') '6" ('6") 7'6" (5'6") W0 x 60 W8 x 50 6 ' (') 5' ('6") ' (8'6") W x 65 W x 55 8 ' (') 6'6" (') '6" (') W8 x 76 W x 6 0 ' (') 8' (5') 8' (5') W8 x 86 W x 68 ' (') 9'6" (6'6") 5'6" (8'6") W8 x 97 W x 76 5 ' (') '6" (8') 56'6" (5') W x 09 W x 8 0 ' (') 5'6" (') 65'6" (6') W x 5 W x 0 5 ' (') 0'6" (5'6") 75'6" (70'6") W x 8 W x 0 ' (') '6" (8'6") 8'6" (78'6") W x W x 6 Exposure FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 8 ' (') 6'6" ('6") '6" (0'6") W x 8 W8 x 5 0 ' (') 9' ('6") 9' ('6") W0 x 60 W x ' (') '6" (6'6") '6" (8'6") W x 65 W6 x 50 ' (') '6" (8'6") 8'6" ('6") W8 x 76 W8 x 55 6 ' (') 7' (0'6") 5' (6'6") W8 x 86 W x 6 8 ' (') ' (9') 5' (7') W x 0 W x 68 0 ' (') 5' (0'6") 55' (50'6") W x 0 W x 76 ' (') 7' (') 59' (5') W x W x 8 5 ' (') 0' ('6") 65' (59'6") W x 6 W x 9 0 ' (') '6" (8'6") 7'6" (68'6") W x 8 W x 7 5 ' (') ' ('6") 87' (79'6") W x 57 W x 6 0 ' (') 7'6" (8'6") 97'6" (88'6") W x W x 9 Exposure 6 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 8 ' (') 8'6" (') 6'6" (') W x 5 W6 x 0 0 ' (') 6'6" ('6") 6'6" ('6") W x 6 W6 x 50 ' (') 9' (5'6") ' (7'6") W x 7 W8 x 55 ' (') ' (7'6") 5' ('6") W8 x 86 W x 6 6 ' (') '6" (9'6") 9'6" (5'6") W8 x 97 W x 68 8 ' (') 6' (') 5' (9') W x 0 W x 76 0 ' (') 8'6" ('6") 58'6" (5'6") W x 7 W x 8 ' (') ' (5'6") 6' (57'6") W x 6 W x 9 5 ' (') '6" (8') 69'6" (6') W x 6 W x 0 0 ' (') 0' (') 80' (7') W x 07 W x 5 ' (') 6' (7'6") 9' (8'6") W8 x 8 W x 76 0 ' (') 55' ('6") 05' (9'6") W x 70 W8 x 8 Exposure FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Len. Unbraced olumn raced olumn * 8 ' (') '6" (0'6") 0'6" (8'6") W0 x 9 W x 0 0 ' (') '6" ('6") '6" ('6") W x W x ' (') 7' (') 9' (5') W x 5 W6 x 0 ' (') 9' ('6") ' (8'6") W x 6 W x 6 ' (') ' (6') 7' (') W6 x 67 W8 x 50 8 ' (') 8' (5') 6' (') W8 x 86 W8 x 55 0 ' (') 9'6" (6') 9'6" (6') W x 96 W x 6 ' (') ' (7'6") 5' (9'6") W x 0 W x 68 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 ' (') ' (7'6") 78' (7'6") W x 0 W x 7 0 ' (') 7'6" (') 87'6" (8') W x 57 W x Exposure 6 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Len Unbraced olum raced olumn * 8 ' (') '6" ('6") '6" (9'6") W x 0 W x 0 ' (') ' ('6") ' ('6") W x 5 W6 x 6 ' (') '6" ('6") 6'6" ('6") W x 6 W x ' (') 6'6" (') 0'6" (8') W6 x 67 W8 x 50 6 ' (') 8'6" (5') '6" (') W8 x 76 W8 x 55 8 ' (') 0' (6'6") 8' ('6") W8 x 86 W x 6 0 ' (') '6" (8'6") 5'6" (8'6") W x 0 W x 68 ' (') ' (0') 56' (5') W x W8 x 76 5 ' (') 7' ('6") 6' (57'6") W x W x 8 0 ' (') '6" (6') 7'6" (66') W8 x 75 W x 0 5 ' (') 6'6" (0') 8'6" (75') W x W x 0 ' (') '6" (5'6") 9'6" (85'6") W x 8 W x 6 hart Notes:. * Requires that braces be placed every 0' interval from ground level that spans all columns. See detail on sheet 5.. 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 Multi-Section ate WHP 0/9/ rawing No. Greenville, Illinois

5 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") Front olumn / in im "" 7/6" diameter holes centered on columns / in Typ. 5/6 in im "F" Top scoreboard (flush with top column) Three columns shown for clarity. will have columns. im "" im "G" imensions to laterals or top brackets for WELING option. im "E" imensions to holes for OLTING option. im "H" Weld " side to column (brace to extend " out from column) races: 9' 8" from ground to top laterals. im "" (see sheet ) Only two columns shown for clarity. ctual installation will have columns. 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 olt brackets to columns using () /8 x / bolts nuts and washers. - supplied by others - Minimum grade: 07 OLTING IMENSIONS Model # im "" im "" * im "E" im "F" im "G" im "H" 60 7/8" 8 /8" 0 5/6" 7 5/" 5 7/6" 07 /" 60, 760, 688 7/8" 8 /8" 9 5/6" 7 5/" 5 7/6" 95 /" 60, , /8" 60 /8" 5 5/6" 59 5/" 6 7/6" 9 /" Notes: ) If welding brackets to columns, weld around full contact surface brackets. ) 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. NOTE: Minimum bolt grade is 07 rawn olumn Multi-Section ate WHP 0/9/ FRONT VIEW HRWRE SUPPLIE Y OTHERS escription Quantity /8 x / olt /8 Flat Washer 6 /8 Lock Washer /8 Nut /8-6 eye bolts (see sheet 6) rawing No. Weld TSxx /6 lateral to front and back (Optional to reduce required column size. - designates with * ) Greenville, Illinois

6 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) ETIL Install /8 x / bolt and nut (no washer) in center hole top brackets. These will serve as hangers during installation. (supplied by Nevco) E 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) 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 Multi-Section ate WHP 0/9/ rawing No. Greenville, Illinois

7 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 G Tighten all bracket bolts on first row before installing 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 Scoreboard Top Install top row and tighten all bracket bolts. STEP TWO Install Second Row bolts required per bracket set. Secure connections to hangers located inside cabinets. olt installed in top brackets each row will serve as hanger. olumn Scoreboard H ETIL G Hanging etail Side View Scoreboard J olumn Scoreboard ottom ETIL J ETIL H olt brackets together using bolts, nuts, washers and lock washers supplied by Nevco. (/8 x / bolts) rawn olumn Multi-Section ate WHP 0/9/ rawing No. Greenville, Illinois

8 olumn w/ SOREOR HEIGHT WITH ddtional display area consisting signs, arches, message centers or video above or below the scoreboard. (see sheets -6) for column and pier sizing) TOP SOREOR SETION Overall isplay Height SOREOR IMENSIONS N SPEIFITIONS MOEL WITH HEIGHT WEIGHT WEIGHT Max "" Min "" W/ETN 60 8' 8' /6" ' ' 606, 65, 67, 68, 69, , 76 ' 8' /6" ' ' 685,7685 ' 8' /6" N/ 70 0' ' 7605, 765, 765 ' 0' 6 9/" ' ' 860, 860 ' 8' /6" ' ' 6 0' 8' /6" ' ' 68 0' 8' /6" N/ 690 8' ' heck electrical prints to determine conduit sizes (must meet code) Equal OTTOM SOREOR SETION 0' (to bottom lowest display component) "" (center to center) Pier epth (see sheets -7) Steel olumn 99 50ksi Steel (see sheets -7) oncrete must slope away from columns Equal General Notes:. olumn steel to be grade 99 (50 ksi steel minimum).. and bracing 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 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 -7) FRONT VIEW oarse aggregate concrete (fc = 500 psi minimum) rawn / olumn With ate // rawing No. Greenville, Illinois

9 olumn w/ WITH ddtional display area consisting signs, arches, message centers or video above or below the scoreboard. (see sheets -6) for column and pier sizing) Overall isplay Height SOREOR IMENSIONS N SPEIFITIONS Model WITH HEIGHT WEIGHT WEIGHT MX "" MIN "" W/ETN 60 6' 9' /6" ' ' 66, 766 6' 0' /6" ' ' 657 ' 0' /6" ' ' 688 ' 8' /6" N/ 90 5' ' 60, 760 ' 8' /6" ' ' HEIGHT heck electrical prints to determine conduit sizes (must meet code) Pier epth (see sheets -6) Equal "" (center to center) 0' pprox. (to bottom lowest display component) Top Scoreboard Section ottom Scoreboard Section "" (center to center) Steel olumn 99 50ksi Steel (see sheets -6) oncrete must slope away from columns Equal Ground Level General Notes:. olumn steel to be grade 99 (50 ksi steel minimum).. and bracing 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 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 -6) FRONT VIEW oarse aggregate concrete (fc = 500 psi) rawn / olumn With ate // rawing No. Greenville, Illinois

10 LTERL REQUIREMENTS Model 90mph Lateral 0mph Lateral 50mph Lateral # Req. Lateral Length racing 60, 66, 766 TS x x /8 TS.5 x.5 x /6 TS.5 x.5 x / ' 6" TS x x /6 657, 688 TS.5 x.5 x / TS x x /6 TS x x / 5' 6" TS x x /6 60, 760 TS.5 x.5 x /6 TS x x /8 TS x x /6 5' 6" TS x x /6 60 TS.5 x.5 x /6 TS x x /8 TS x x /6 ' 6" TS x x /6 7605, 765, 765 TS.5 x.5 x / TS.5 x.5 x /6 TS.5 x.5 x / 6 7' 6" TS x x /6 606, 65, 67 68, 69, 685, 760, 76, 76, TS.5 x.5 x /6 TS x x /6 TS.5 x.5 x /6 7' 6" TS x x /6 7685, 860, 860 6, 68 TS.5 x.5 x /6 TS x x /6 TS x x /6 9' 6" TS x x /6 Notes: ) Lateral material to be STM 500 Grade minimum. ) Quantity laterals in the chart above includes the quantity required to mount the scoreboard only and does not include bracing laterals. (See detail on sheet 7 to determine required amount bracing laterals). ) dditional display components such as signs, message centers or video displays will require additional laterals. See separate installation print for details. rawn / olumn With ate // rawing No. Greenville, Illinois

11 0' Wide Installs (Exposure - ol) 0' Wide Installs (Exposure - ol) 0' Wide Installs (Exposure - ol) 0' Wide Installs (Exposure - ol) 0' Wide Installs (Exposure - ol) 0' Wide Installs (Exposure - ol) 90 MPH WIN ZONES olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth olumn Length olumn * 8 ' (') 0' (8'6") 7' (5'6") W0 x 0 ' (') ' (9'6") 0' (8'6") W0 x 6 ' (') ' (0') ' (') W x 6 ' (') ' (') 6' (') W x 0 6 ' (') ' ('6") 9' (6'6") W x 8 ' (') 5'6" (') '6" (9') W6 x 6 0 ' (') 7' (') 6' (') W6 x 0 ' (') 9' ('6") 50' (5'6") W6 x 50 5 ' (') 6'6" ('6") 50'6" (7'6") W8 x 55 0 ' (') 9' (6') 58' (55') W x 6 5 ' (') '6" (8') 65'6" (6') W x 68 0 ' (') '6" (0'6") 7'6" (69'6") W x 8 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth olumn Length olumn * 8 ' (') 8'6" (7'6") 5'6" ('6") W8 x8 0 ' (') 9'6" (8') 8'6" (7') W8 x ' (') 0'6" (9') '6" (0') W x ' (') ' (9'6") ' ('6") W0 x 6 6 ' (') '6" (0') 6'6" (5') W x 6 8 ' (') '6" (0'6") 9'6" (7'6") W x 0 0 ' (') '6" (') '6" (0') W x ' (') 5' (') 6' (') W6 x 6 5 ' (') ' ('6") 7' (5'6") W x 0 ' (') 5'6" (') 5'6" (5') W8 x 50 5 ' (') 7'6" (5') 6'6" (59') W x 55 0 ' (') 0' (7') 69' (66') W x 68 0 MPH WIN ZONES olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth olumn Length olumn * 8 ' (') ' ('6") ' (8'6") W x 0 0 ' (') 6' ('6") 5' ('6") W8 x 5 ' (') 8'6" ('6") 9'6" (5'6") W x ' (') 0'6" (6') '6" (9') W6 x 50 6 ' (') ' (7'6") 8' ('6") W8 x 55 8 ' (') 5' (9') 5' (6') W x 55 0 ' (') 7'6" (') 56'6" (50') W x 6 ' (') ' ('6") 6' (5'6") W x 68 5 ' (') 6' ('6") 60' (55'6") W x 8 0 ' (') 0'6" (5') 69'6" (6') W x 0 5 ' (') 5' (9') 79' (7') W x 7 0 ' (') 9'6" ('6") 88'6" (8'6") W x 6 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth olumn Length olumn * 8 ' (') '6" (9'6") 8'6" (6'6") W0 x 6 0 ' (') '6" (0'6") '6" (9'6") W x 0 ' (') '6" ('6") 5'6" ('6") W x ' (') 6' ('6") 9' (5'6") W6 x 6 6 ' (') 8' (') ' (9') W x 8 ' (') 9'6" (5') 6'6" (') W6 x 50 0 ' (') '6" (6'6") 50'6" (5'6") W8 x 50 ' (') ' (8'6") 55' (9'6") W x 55 5 ' (') 0'6" (7'6") 5'6" (5'6") W x 68 0 ' (') '6" (0') 6'6" (59') W x 76 5 ' (') 8' ('6") 7' (67'6") W x 9 0 ' (') '6" (6'6") 80'6" (75'6") W x 0 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth olumn Length 8 ' (') 6'6" (') '6" (0') 0 ' (') 9'6" (5') 8'6" (') ' (') '6" (7') '6" (8') ' (') 5' (9') 8' (') 6 ' (') 8' (') 5' (6') 8 ' (') 0'6" (') 57'6" (50') 0 ' (') '6" (5') 6'6" (5') ' (') 7'6" (8'6") 68'6" (59'6") 5 ' (') '6" (6') 65'6" (60') 0 ' (') 7' (0'6") 76' (69'6") 5 ' (') '6" (5') 86'6" (79') 0 ' (') 8'6" (9'6") 97'6" (88'6") 50 MPH WIN ZONES olumn * W6 x 6 W x W8 x 50 W x 55 W x 6 W x 68 W x 76 W x 8 W x 0 W x W x 6 W x 9 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth olumn Length olumn * 8 ' (') ' (') 0' (8') W x 0 0 ' (') 5' (') ' (') W x ' (') 7'6" ('6") 8'6" ('6") W6 x 0 ' (') 9'6" (5') '6" (8') W x 6 ' (') '6" (6'6") 6'6" ('6") W8 x 50 8 ' (') '6" (8') 50'6" (5') W x 55 0 ' (') 6' (0') 55' (9') W x 6 ' (') 9'6" ('6") 60'6" (5'6") W x 68 5 ' (') 5' (0'6") 59' (5'6") W x 76 0 ' (') 9'6" ('6") 68'6" (6'6") W x 9 5 ' (') ' (8') 78' (7') W x 7 0 ' (') 8'6" ('6") 87'6" (80'6") W x 6 hart Notes:. * It is required that xx/6 steel tubing be welded to back columns 0' from the ground and every 0' to the top the column for bracing. (See detail on sheet 7). 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 With ate // rawing No. Greenville, Illinois

12 6' Wide Installs (Exposure - ol) 6' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) 8' Wide Installs (Exposure - ol) 8' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length olumn * 8 ' (') 9'6" (7'6") 7'6" (5'6") W x 0 ' (') ' (9') ' (9') W x 6 ' (') ' (0') 5' (') W x 0 ' (') '6" ('6") 8'6" (5'6") W x 6 ' (') 6' ('6") ' (8'6") W6 x 6 8 ' (') 7'6" ('6") 5'6" ('6") W x 0 ' (') 9' ('6") 9' ('6") W x 8 ' (') 0'6" (6') 5'6" (8') W8 x 50 5 ' (') 8'6" (5'6") 5'6" (50'6") W x 55 0 ' (') '6" (8') 6'6" (58') W x 68 5 ' (') '6" (0'6") 69'6" (65'6") W x 8 0 ' (') 7'6" (') 77'6" (7') W x 9 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn* 8 ' (') ' (9'6") 9' (7'6") W0 x 6 0 ' (') '6" (0'6") '6" (0'6") W x 0 ' (') ' ('6") 6' ('6") W x ' (') 5'6" (') 9'6" (6') W6 x 6 6 ' (') 7'6" ('6") '6" (9'6") W6 x 0 8 ' (') 9'6" (5') 7'6" (') W x 8 0 ' (') ' (6') 5' (6') W8 x 50 ' (') '6" (7'6") 5'6" (9'6") W8 x 55 5 ' (') 9'6" (6') 5'6" (5') W x 6 0 ' (') '6" (9'6") 6'6" (59'6") W x 76 5 ' (') 7' ('6") 7' (67'6") W x 9 0 ' (') 0'6" (5'6") 80'6" (75'6") W x 0 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn* 8 ' (') 0' (8'6") 8' (6'6") W0 x 0 ' (') ' (9'6") ' (9'6") W0 x 6 ' (') '6" (0') '6" (') W x 6 ' (') '6" (') 6'6" (5') W x 0 6 ' (') ' ('6") 0' (7'6") W x 8 ' (') 5'6" (') '6" (0') W6 x 6 0 ' (') 7' (') 7' (') W6 x 0 ' (') ' (') 6' (') W x 5 ' (') 5'6" (') 50'6" (8') W8 x 50 0 ' (') 8' (5'6") 58' (55'6") W x 6 5 ' (') '6" (8') 66'6" (6') W x 68 0 ' (') '6" (0'6") 7'6" (70'6") W x 8 olumn and Pier Requirements(ased on SE 7-05) isplay Height Pier ia Pier epth ol. Length olumn* 9 ' (') ' (9'6") 0' (8'6") W0 x 6 0 ' (') '6" (0') '6" (0') W x 6 ' (') ' (0'6") ' ('6") W x 6 ' (') '6" (0'6") '6" ('6") W x 0 ' (') '6" (') 6'6" (') W x 0 ' (') ' ('6") 8' (5'6") W x 5 ' (') 5' (') 0' (7') W8 x 5 0 ' (') '6" ('6") '6" ('6") W x 8 5 ' (') 7'6" ('6") 5'6" (9'6") W x 55 0 ' (') 0'6" (7') 60'6" (57') W x 68 5 ' (') ' (9'6") 68' (6'6") W x MPH WIN ZONES 0 ' (') 7'6" (') 77'6" (7') W x 9 hart Notes:. * It is required that xx/6 steel tubing be welded to back columns 0' from the ground and every 0' to the top the column for bracing. (See detail on sheet 7). 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 With ate // rawing No. olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind) isplay Height Pier ia. Pier epth ol. Length olumn * 8 ' (') 7'6" (6') 5'6" (') W8 x 0 ' (') 9' (7') 9' (7') W0 x ' (') 0' (8') ' (0') W0 x 6 ' (') '6" (9') 5'6" (') W x 6 6 ' (') '6" (0') 8'6" (6') W x 0 8 ' (') ' (') ' (9') W x 0 ' (') 5' (') 5' (') W6 x 6 ' (') 6'6" ('6") 8'6" ('6") W6 x 0 5 ' (') '6" ('6") 9'6" (7'6") W6 x 50 0 ' (') 7' ('6") 57' (5'6") W x 55 5 ' (') 0' (6'6") 65' (6'6") W x 68 0 ' (') '6" (8'6") 7'6" (68'6") W x 76 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind L isplay Height Pier ia. Pier epth ol. Length olumn * 8 ' (') 9'6" (8'6") 7'6" (6'6") W0 x 0 ' (') 0'6" (9') 0'6" (9') W0 x 6 ' (') '6" (0') '6" (') W x 6 ' (') '6" (0'6") 6'6" ('6") W x 0 6 ' (') ' ('6") 0' (7'6") W x 8 ' (') 5'6" (') '6" (0') W6 x 6 0 ' (') 6'6" (') 6'6" (') W6 x 0 ' (') 8' (') 50' (6') W x 5 ' (') 5'6" (') 50'6" (8') W8 x 50 0 ' (') 9' (6') 59' (56') W x 6 5 ' (') ' (8') 67' (6') W x 68 0 ' (') '6" (0'6") 7'6" (70'6") W x 8 olumn and Pier Requirements (ased on SE 7-05 Exposure 90mph Wind) isplay Height Pier ia. Pier epth ol. Length olumn* 8 ' (') 8'6" (7'6") 6'6" (5'6") W8 x 8 0 ' (') 9'6" (8') 9'6" (8') W8 x ' (') 0' (8'6") ' (0'6") W0 x ' (') ' (9'6") 5' ('6") W0 x 6 6 ' (') '6" (0') 7'6" (6') W x 6 8 ' (') '6" (0'6") 0'6" (8'6") W x 0 0 ' (') '6" (') '6" (') W x ' (') '6" (0'6") '6" ('6") W8 x 5 5 ' (') '6" ('6") 7'6" (6'6") W6 x 0 0 ' (') '6" ('6") 5'6" (5'6") W6 x 50 5 ' (') 7'6" (5') 6'6" (60') W x 55 0 ' (') 0' (6'6") 70' (66'6") W x 68 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn* ' (') 9'6" (8') 9'6" (8') 8'6" (7') W8 x ' (') 0' (8'6") 0' (8'6") 0' (8'6") W0 x ' (') 0'6" (9') 0'6" (9') '6" (0') W x ' (') ' (9'6") ' (9'6") ' ('6") W0 x 6 ' (') ' (9'6") ' (9'6") ' ('6") W x 6 ' (') '6" (0') '6" (0') 5'6" (') W x 6 ' (') ' (0'6") ' (0'6") 7' (5'6") W x 0 ' (') ' (0'6") ' (0'6") ' (0'6") W6 x 6 ' (') ' (') ' (') 9' (7') W x ' (') 6'6" (') 6'6" (') 56'6" (5') W8 x 55 ' (') 9' (6') 9' (6') 6' (6') W x 6 ' (') ' (8'6") ' (8'6") 7' (68'6") W x 76 Greenville, Illinois

13 6' Wide Installs (Exposure - ol) 6' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) 8' Wide Installs (Exposure - ol) 8' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length olumn * 8 ' (') 5'6" (') '6" (0') W x 0 ' (') 8' (') 8' (') W6 x 0 ' (') 0'6" (5'6") '6" (7'6") W6 x 50 ' (') 8' (5') ' (9') W8 x 55 6 ' (') 0' (6'6") 6' ('6") W x 55 8 ' (') '6" (8') 9'6" (6') W x 68 0 ' (') '6" (9'6") 5'6" (9'6") W x 68 ' (') 5'6" (') 57'6" (5') W x 76 5 ' (') 9'6" ('6") 6'6" (59'6") W x 9 0 ' (') '6" (8'6") 7'6" (68'6") W x 7 5 ' (') 0' ('6") 85' (77'6") W x 6 0 ' (') 5' (7') 95' (87') W x 76 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn* 8 ' (') 7' (') 5' (') W6 x 6 0 ' (') 0' (5') 0' (5') W x ' (') '6" (7'6") '6" (9'6") W8 x 50 ' (') 9'6" (6') '6" (0') W x 55 6 ' (') ' (8') 8' (') W x 68 8 ' (') ' (0') 5' (8') W x 68 0 ' (') 6' ('6") 56' (5'6") W x 76 ' (') 8'6" ('6") 60'6" (55'6") W x 8 5 ' (') '6" (6') 66'6" (6') W x 0 0 ' (') 8'6" ('6") 78'6" (7'6") W x 5 ' (') '6" (6'6") 89'6" (8'6") W x 6 0 ' (') 50' (') 00' (9') W x 9 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn* 8 ' (') '6" (') '6" (9') W x 0 0 ' (') 6' (') 6' (') W8 x 5 ' (') 8' (') 0' (6') W6 x 0 ' (') 5'6" (') 9'6" (7') W6 x 50 6 ' (') 7' ('6") ' (0'6") W8 x 55 8 ' (') 9' (6') 7' (') W x 55 0 ' (') ' (7'6") 5' (7'6") W x 6 ' (') '6" (8'6") 5'6" (50'6") W x 68 5 ' (') 5' (0'6") 60' (55'6") W x 76 0 ' (') 9' (') 69' (6') W x 9 5 ' (') 5' (9') 80' (7') W x 7 0 ' (') 9'6" ('6") 89'6" (8'6") W x 6 olumn and Pier Requirements(ased on SE 7-05) isplay Height Pier ia Pier epth ol. Length olumn* 9 ' (') 6'6" ('6") 5'6" ('6") W6 x 6 0 ' (') 7'6" ('6") 7'6" ('6") W6 x 0 ' (') 9' ('6") 0' (5'6") W x ' (') 5'6" (') 7'6" (5') W x ' (') 6'6" ('6") 9'6" (6'6") W6 x 50 ' (') 7'6" ('6") '6" (8'6") W8 x 55 5 ' (') 8'6" (5') '6" (0') W8 x 55 0 ' (') '6" (9'6") 5'6" (9'6") W x 68 5 ' (') 8' (') 6' (58') W x 9 0 ' (') ' (7') 7' (67') W x 0 5 ' (') 7'6" (') 8'6" (76') W x 0 MPH WIN ZONES 0 ' (') '6" (6'6") 9'6" (86'6") W x 76 hart Notes:. * It is required that xx/6 steel tubing be welded to back columns 0' from the ground and every 0' to the top the column for bracing. (See detail on sheet 7). 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 With ate // rawing No. olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn * 8 ' (') ' (0'6") 0' (8'6") W x 6 0 ' (') ' ('6") ' ('6") W x ' (') 6' ('6") 8' ('6") W6 x 6 ' (') ' (') 8' (6') W x 6 ' (') 5'6" (') '6" (9') W6 x 50 8 ' (') 7' (') 5' (') W8 x 55 0 ' (') 8'6" (5'6") 8'6" (5'6") W x 55 ' (') 0' (6'6") 5' (8'6") W x 6 5 ' (') '6" (9'6") 58'6" (5'6") W x 68 0 ' (') 7'6" ('6") 67'6" (6'6") W x 9 5 ' (') '6" (6') 76'6" (7') W x 0 0 ' (') 6' (9'6") 86' (79'6") W x olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn * 8 ' (') ' (') ' (9') W x 0 0 ' (') 5'6" (') 5'6" (') W x ' (') 7'6" ('6") 9'6" (5'6") W6 x 0 ' (') 5' ('6") 9' (6'6") W x 8 6 ' (') 7' ('6") ' (0'6") W8 x 55 8 ' (') 9' (5'6") 7' ('6") W x 55 0 ' (') 0'6" (7') 50'6" (7') W x 6 ' (') ' (8'6") 5' (50'6") W x 68 5 ' (') 5' (0'6") 60' (55'6") W x 76 0 ' (') 0'6" (5') 70'6" (65') W x 0 5 ' (') 5' (9') 80' (7') W x 7 0 ' (') 0' (') 90' (8') W x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure 90mph Wind) isplay Height Pier ia. Pier epth ol. Length olumn* 8 ' (') '6" (9'6") 9'6" (7'6") W0 x 6 0 ' (') '6" (0'6") '6" (0'6") W x 0 ' (') ' ('6") 6' ('6") W x ' (') '6" (') 6'6" (5') W6 x 6 6 ' (') '6" (') 9'6" (8') W6 x 0 8 ' (') 5' ('6") ' (0'6") W6 x 50 0 ' (') 6'6" (') 6'6" (') W8 x 50 ' (') 8' (5') 50' (7') W x 55 5 ' (') 0' (6'6") 55' (5'6") W x 6 0 ' (') ' (9'6") 6' (59'6") W x 76 5 ' (') 8' (') 7' (68') W x 9 0 ' (') '6" (6') 8'6" (76') W x 0 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn* 9 ' (') ' (') ' (0') W x 0 0 ' (') '6" ('6") '6" ('6") W x 0 ' (') 5' (') 6' (') W x ' (') ' (') ' (') W6 x 6 ' (') ' ('6") 6' ('6") W6 x 0 ' (') '6" (') 7'6" (6') W6 x 0 5 ' (') '6" (') 9'6" (7') W x 0 ' (') 8'6" (5'6") 8'6" (5'6") W x 55 5 ' (') ' (8'6") 57' (5'6") W x 68 0 ' (') 6' ('6") 66' (6'6") W x 8 5 ' (') 0' (5') 75' (70') W x 0 0 ' (') 5'6" (9'6") 85'6" (79'6") W x Greenville, Illinois

14 6' Wide Installs (Exposure - ol) 6' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) 8' Wide Installs (Exposure - ol) 8' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) ' Wide Installs (Exposure - ol) olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia Pier epth ol Length olumn * 8 ' (') 8'6" (') 6'6" (') W6 x 0 0 ' (') ' (6'6") ' (6'6") W6 x 50 ' (') 5' (9') 7' (') W8 x 55 ' (') 8'6" ('6") 5'6" (5'6") W x 6 6 ' (') ' (') 58' (50') W x 68 8 ' (') 5' (6') 6' (5') W x 76 0 ' (') 8' (8'6") 68' (58'6") W x 8 ' (') ' (5'6") 6' (57'6") W x 9 5 ' (') 6' (9'6") 7' (6'6") W x 7 0 ' (') '6" ('6") 8'6" (7'6") W x 6 5 ' (') 8'6" (0') 9'6" (85') W x 76 0 ' (') 55' (5') 05' (95') W8 x 8 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn* 8 ' (') 0'6" (5'6") 8'6" ('6") W x 0 ' (') ' (8'6") ' (8'6") W8 x 55 ' (') 8' (') 50' (') W x 6 ' (') '6" ('6") 55'6" (7'6") W x 68 6 ' (') 5'6" (6'6") 6'6" (5'6") W x 76 8 ' (') 9' (9') 67' (57') W x 8 0 ' (') '6" (') 7'6" (6') W x 9 ' (') '6" (8') 66'6" (60') W x 0 5 ' (') 8'6" ('6") 7'6" (66'6") W x 7 0 ' (') 7'6" (8'6") 87'6" (78'6") W x 6 5 ' (') 5'6" ('6") 99'6" (89'6") W x 07 0 ' (') 6' (50') ' (00') W8 x olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn* 8 ' (') 6'6" ('6") '6" (0'6") W6 x 6 0 ' (') 9' ('6") 9' ('6") W x ' (') ' (6'6") ' (8'6") W8 x 50 ' (') '6" (9') 8'6" (') W x 55 6 ' (') ' (7') 7' (') W x 6 8 ' (') ' (9') 5' (7') W x 68 0 ' (') 5' (') 55' (5') W x 76 ' (') 7' ('6") 59' (5'6") W x 8 5 ' (') 0'6" (5') 65'6" (60') W x 9 0 ' (') 5'6" (9') 75'6" (69') W x 7 5 ' (') '6" (5') 87'6" (80') W x 6 0 ' (') 8' (9'6") 98' (89'6") W x 9 olumn and Pier Requirements(ased on SE 7-05) isplay Height Pier ia Pier epth ol. Length olumn* 9 ' (') 0' (5') 9' (') W x 0 ' (') '6" (6'6") '6" (6'6") W6 x 50 ' (') ' (7'6") ' (8'6") W8 x 50 ' (') '6" (8'6") 6'6" (0'6") W8 x 55 ' (') 0' (6'6") ' (9'6") W x 55 ' (') ' (7'6") 5' ('6") W x 6 5 ' (') ' (8'6") 7' ('6") W x 6 0 ' (') 8'6" ('6") 58'6" (5'6") W x 8 5 ' (') ' (8') 69' (6') W x 0 0 ' (') 0' ('6") 80' (7'6") W x 5 ' (') 6' (7'6") 9' (8'6") W x 6 50 MPH WIN ZONES 0 ' (') 5'6" ('6") 0'6" (9'6") W8 x 8 hart Notes:. * It is required that xx/6 steel tubing be welded to back columns 0' from the ground and every 0' to the top the column for bracing. (See detail on sheet 7). 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 With ate // rawing No. olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn * 8 ' (') '6" ('6") '6" (9'6") W x 0 ' (') 7' (') 7' (') W6 x 6 ' (') 9'6" (5') '6" (7') W x ' (') ' (7') 6' (') W8 x 50 6 ' (') '6" (8'6") 50'6" ('6") W x 55 8 ' (') 7' (0'6") 55' (8'6") W x 6 0 ' (') 9'6" ('6") 59'6" (5'6") W x 68 ' (') ' (0') 56' (5') W8 x 76 5 ' (') 8' ('6") 6' (58'6") W x 9 0 ' (') ' (7'6") 7' (67'6") W x 0 5 ' (') 8'6" ('6") 8'6" (76'6") W x 0 ' (') '6" (6') 9'6" (86') W x 6 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn * 8 ' (') ' (') ' (9') W x 0 0 ' (') 5'6" (') 5'6" (') W x ' (') 7'6" ('6") 9'6" (5'6") W6 x 0 ' (') 5' ('6") 9' (6'6") W x 8 6 ' (') 7' ('6") ' (0'6") W8 x 55 8 ' (') 9' (5'6") 7' ('6") W x 55 0 ' (') 0'6" (7') 50'6" (7') W x 6 ' (') ' (8'6") 5' (50'6") W x 68 5 ' (') 5' (0'6") 60' (55'6") W x 76 0 ' (') 0'6" (5') 70'6" (65') W x 0 5 ' (') 5' (9') 80' (7') W x 7 0 ' (') 0' (') 90' (8') W x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure 90mph Wind) isplay Height Pier ia. Pier epth ol. Length olumn* 8 ' (') ' (') ' (9') W x 0 0 ' (') 5' (') 5' (') W x ' (') 7' (') 9' (5') W6 x 0 ' (') 9' ('6") ' (8'6") W x 6 ' (') 6'6" ('6") '6" (9'6") W8 x 50 8 ' (') 8' (5') 6' (') W x 55 0 ' (') 0' (6'6") 50' (6'6") W x 6 ' (') '6" (8') 5'6" (50') W x 68 5 ' (') ' (0') 59' (55') W x 76 0 ' (') 8' (') 68' (6') W x 9 5 ' (') ' (8') 79' (7') W x 7 0 ' (') 8'6" ('6") 88'6" (8'6") W x 6 olumn and Pier Requirements (ased on SE 7-05) isplay Height Pier ia. Pier epth ol. Length olumn* 9 ' (') 5'6" (') '6" (') W x 0 ' (') 6'6" ('6") 6'6" ('6") W6 x 6 ' (') 8' ('6") 9' ('6") W6 x 0 ' (') 9' ('6") ' (6'6") W x ' (') 5'6" (') 8'6" (6') W x 8 ' (') 6'6" ('6") 0'6" (7'6") W8 x 50 5 ' (') 7'6" ('6") '6" (9'6") W8 x 55 0 ' (') ' (8'6") 5' (8'6") W x 68 5 ' (') 7' (') 6' (57') W x 8 0 ' (') '6" (6') 7'6" (66') W x 0 5 ' (') 6' (0') 8' (75') W x 0 ' (') ' (5'6") 9' (85'6") W x 6 Greenville, Illinois

15 dditional components from Nevco may be installed on laterals also. See separate installation print. dditional display component imension is to bottom next lateral. Equal imensions must be increased by an amount equal to the additional column length when installation consists additional display components above the scoreboard. If additional column length is used to extend above the display, add the additional length to the top dimension below. imensions should be measured from the top the shortest column. " (ll Models) "" imension is to bottom next lateral. "" "" FRONT VIEW imension is to top next lateral Lateral Width Note: ottom section shown for boards with three () rows Lateral and Hardware Requirements for row oards(hardware supplied by others) Model Number im "" E F Lateral Width /8 Washers /8 Lock /8 Nuts 7605,765, /8 0 /6 7 5/6 78 /6 7'6" "E" "F" olumn Top scoreboard (shown flush with top column) Equal Front Scoreboard Upper Section Scoreboard Lower Section ETIL olumn Max Min 0' Max IMPORTNT: Weld short side laterals to column face. (includes bracing laterals) If 0' or less, no brace is required at top column 0' Max RER VIEW TS xx/6 olumn Ground Level racing: must be welded to back columns 0' apart from the ground up as shown for bracing. 0' spacing must be maintained. must extend to outer edge both columns. Lateral and Hardware Requirements for row oards(hardware supplied by others) Model # im "" im "" im "" Lateral Width /8 Washers /8 Lock Washers /8 Nuts 66, /" 60 /8" 5 7/8" ' 6" 6 60 /" 8 /8" 0 7/8" ' 6" /" 60 /8" 5 7/8" 5' 6" 6 60, 760, 688 /" 8 /8" 9 7/8" 5' 6" 6 60 /"' 8 /8" 9 7/8" ' 6" 8 606, 65, 67 68, 69, 685, 760, 76, 76, 7685 /"' 8 /8" 9 7/8" 7' 6" 8 860, 860 /" 8 /8" 9 7/8" 7' 6" 8 Hardware Notes: ) Minimum bolt grade: 07. ) Hardware above is not required if welding brackets to laterals. ) onsider lateral size when choosing bolt length. Required Hand Tools:. rill with phillips driver.. 9/6" wrench. Ratchet wrench and 9/6" socket. Level 5. Tape measure rawn General Notes: ) See sheet for lateral size requirements. ) enter and weld to front face columns (weld around full perimeter contact surface with /6 fillet. ) imensions above should be taken from the top the SHORTEST column, marked and leveled across to other column. ) Mounting rackets shipped in separate container. / olumn With ate // rawing No. Greenville, Illinois

16 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 E Install /8-6 eye bolts into top board (lower row cabinets st) for lifting. (eye bolts and washers supplied by others) Top brackets are fixed position. ETIL Replace access doors when finished making connections 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 8 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 With ate // rawing No. Greenville, Illinois

17 Remove eye bolts from first row and install on second row Spreader bar preferred for lifting (see installation instructions for more details) I Make power/signal connections between upper and lower rows cabinets after board has been installed. - connections located behind access doors labeled "splice enclosure" - Pull cables from lower section into upper section (connections must be made and perminately located in upper section) LE HNGER F Step Install ottom Row Step Install Top Row Upper Section olumn ETIL F Upper Section olumn bolts required per bracket set. Upper Section Lower Section () /8 bolts required to bolt bracket to lateral. ETIL I WRNING: o not lift scoreboards with any additional weight attached such as laterals or other structural components H G Lower Section olumn ETIL H Lower Section ETIL G Weld (/6 fillet) or olt brackets to laterals using /8 bolts, nuts, washers and lock washers supplied by others. (bolt length to be determined by installer; See lateral size required on sheets -5) rawn / olumn With ate // rawing No. Greenville, Illinois