Column w/laterals. Steel Column A992 50ksi Steel (see sheets 4-7)

Transcription

1 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" ' ' ' 0' 8' /6" 8' /6" 50 N/ ' 8' ' ' heck electrical prints to determine conduit sizes (must meet code) OTTOM SOREOR SETION 0' (to bottom lowest display component) "" (center to center) Steel olumn 99 50ksi Steel (see sheets -7) oncrete must slope away from columns Pier epth (see sheets -7) 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 /0/06 rawing No. Greenville, Illinois

2 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) 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, 7688 ' 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) "" (center to center) 0' pprox. (to bottom lowest display component) Top Scoreboard ottom Scoreboard "" (center to center) Steel olumn 99 50ksi Steel (see sheets -6) oncrete must slope away from columns Ground Level Overall isplay Height 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 /0/06 rawing No. Greenville, Illinois

3 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, 7688 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, 7685, 860, 860 TS.5 x.5 x /6 TS x x /6 TS.5 x.5 x /6 7' 6" TS x x /6 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 /0/06 rawing No. Greenville, Illinois

4 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) 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 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 50 MPH WIN ZONES isplay Height olumn and Pier Requirements (ased on SE 7-05) Pier ia Pier epth olumn Length ' (') 6'6" (') '6" (0') ' (') ' (') 9'6" (5') '6" (7') 8'6" (') '6" (8') ' (') 5' (9') 8' (') ' (') 8' (') 5' (6') ' (') 0'6" (') 57'6" (50') ' (') '6" (5') 6'6" (5') ' (') 7'6" (8'6") 68'6" (59'6") ' (') ' (') '6" (6') 7' (0'6") 65'6" (60') 76' (69'6") ' (') '6" (5') 86'6" (79') ' (') 8'6" (9'6") 97'6" (88'6") 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 /0/06 rawing No. Greenville, Illinois

5 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 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 / olumn With /0/06 Greenville, Illinois

6 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 and Pier Requirements (ased on SE 7-05) ate rawing No. 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 / olumn With /0/06 Greenville, Illinois

7 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 and Pier Requirements (ased on SE 7-05) ate rawing No. 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 / olumn With /0/06 Greenville, Illinois

8 dditional components from Nevco may be installed on laterals also. See separate installation print. dditional display component imension is to bottom next lateral. 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 top next lateral Front olumn Top scoreboard (shown flush with top column) Scoreboard Upper ETIL Max Min IMPORTNT: Weld short side laterals to column face. (includes bracing laterals) If 0' or less, no brace is required at top column TS xx/6 olumn 0' Max imension is to bottom next lateral. "" "E" "F" Lateral Width Scoreboard Lower 0' Max olumn RER VIEW Ground Level FRONT VIEW Note: ottom section shown for boards with three () rows Lateral and Hardware Requirements for row oards(hardware supplied by others) 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. 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" 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, 7688 /" 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 Required Hand Tools: Hardware Notes:. rill with phillips driver. ) Minimum bolt grade: /6" wrench ) Hardware above is not required if welding brackets to laterals.. Ratchet wrench and 9/6" socket ) onsider lateral size when choosing bolt length.. 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 /0/06 rawing No. Greenville, Illinois

9 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 /0/06 rawing No. Greenville, Illinois

10 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 olumn Upper bolts required per bracket set. () /8 bolts required to bolt bracket to lateral. ETIL I Upper ETIL F olumn Upper Lower WRNING: o not lift scoreboards with any additional weight attached such as laterals or other structural components G Lower olumn Lower H ETIL H 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 /0/06 rawing No. Greenville, Illinois