olumn w/ SOREOR HEIGHT WITH ddtional display area consisting signs, arches, message centers or video above or below the scoreboard. (see sheets 7) for column and pier sizing) Equal TOP SOREOR SETION OTTOM SOREOR SETION 0' (to bottom lowest display component) "" (center to center) Equal Overall isplay Height SOREOR IMENSIONS N SPEIFITIONS MOEL WITH HEIGHT WEIGHT WEIGHT Max "" Min "" W/ETN 60 8' 8' /6" 650 7 0' ' 606, 65, 67, 68, 69, 760 76, 76 ' 8' /6" 570 6 6' ' 685,7685 ' 8' /6" N/ 70 6' ' 7605, 765, 765 ' 0' 6 9/" 70 79 6' ' 860, 860 ' 8' /6" 970 0 6' ' 6 68 0' 0' 8' /6" 8' /6" 50 N/ 58 690 8' 8' ' ' General Notes:. olumn steel to be grade 99 (50 ksi steel minimum).. racing steel to be STM 500 Grade minimum (see 05).. Minimum bolt grade: 07. ll welds to conform to WS standards 5. The dimensions in the charts on sheets 7 are calculated using the requirements specified in I 0, and the Manual Steel onstruction (th Edition). Soil lateral bearing pressure is considered to be 50 psf/f. 6. heck with the local building authority to determine the installation sites wind zone and risk category as specified in I 0 and SE 70. For the purposes these installation prints, Risk ategory I shall apply to an installation where the scoreboard is more than.5 x the overall height away from the nearest spectator section. Risk ategory II shall apply to all other installations. 7. The weights signs to be calculated using. lb/sq. ft sign area. 8. The weights Nevco message centers to be calculated using 8.5 lb/sq ft. 9. The weights Nevco video displays to be calculated using 9.5 lbs/sq. ft. 0. The weights Nevco arches to be calculated using 7.7 lbs/sq. ft. heck electrical prints to determine conduit sizes (must meet code) Pier epth (see sheets 9) Steel olumn 99 50ksi Steel (see sheets 9) oncrete must slope away from columns oarse aggregate concrete (fc = 500 psi minimum) 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 9) FRONT VIEW rawn / olumn With K ate /5/0 rawing No. Greenville, Illinois 66 9 007
olumn w/ WITH ddtional display area consisting signs, arches, message centers or video above or below the scoreboard. (see sheets 7) for column and pier sizing) SOREOR IMENSIONS N SPEIFITIONS Model WITH HEIGHT WEIGHT WEIGHT MX "" MIN "" W/ETN 60 6' 9' /6" 90 99 5' ' 66, 766 6' 0' /6" 00 0 5' ' 657 ' 0' /6" 890 95 ' ' 688 ' 8' /6" N/ 90 ' ' 60, 760 ' 8' /6" 760 8 ' ' HEIGHT Equal "" (center to center) Top Scoreboard Section ottom Scoreboard Section "" (center to center) Equal Overall isplay Height General Notes:. olumn steel to be grade 99 (50 ksi steel minimum).. racing steel to be STM 500 Grade minimum (see 05).. Minimum bolt grade: 07. ll welds to conform to WS standards 5. The dimensions in the charts on sheets 7 are calculated using the requirements specified in I 0, and the Manual Steel onstruction (th Edition). Soil lateral bearing pressure is considered to be 50 psf/f. 6. heck with the local building authority to determine the installation sites wind zone and risk category as specified in I 0 and SE 70. For the purposes these installation prints, Risk ategory I shall apply to an installation where the scoreboard is more than.5 x the overall height away from the nearest spectator section. Risk ategory II shall apply to all other installations. 7. The weights signs to be calculated using. lb/sq. ft sign area. 8. The weights Nevco message centers to be calculated using 8.5 lb/sq ft. 9. The weights Nevco video displays to be calculated using 9.5 lbs/sq. ft. 0. The weights Nevco arches to be calculated using 7.7 lbs/sq. ft. heck electrical prints to determine conduit sizes (must meet code) Pier epth (see sheets 7) 0' pprox. (to bottom lowest display component) Steel olumn 99 50ksi Steel (see sheets 7) oncrete must slope away from columns 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. 6" From end column to edge concrete Pier iameter (see sheets 7) FRONT VIEW oarse aggregate concrete (fc = 500 psi) rawn / olumn With K ate /5/0 rawing No. Greenville, Illinois 66 9 007
05 MPH WIN ZONES 0 FEET WIE ( OLUMNS) 0 MPH WIN ZONES 0 FEET WIE ( OLUMNS) 0 MPH WIN ZONES 0 FEET WIE ( OLUMNS) hart Notes:. If the display height is between chart values shown above, use the next highest value.. * 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 05).. 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. Wind loading figured at Exposure "" Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size singlefamily 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. K /5/0 9 Greenville, Illinois 66 007
50 MPH WIN ZONES 0 FEET WIE ( OLUMNS) 80 MPH WIN ZONES 0 FEET WIE ( OLUMNS) / olumn With rawing No. Greenville, Illinois 66 007 rawn ate K /5/0 9
05 MPH WIN ZONES FEET WIE ( OLUMNS) 8 FEET WIE ( OLUMNS) FEET WIE ( OLUMNS) 6 FEET WIE ( OLUMNS) hart Notes:. If the display height is between chart values shown above, use the next highest value.. * 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 05).. 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. Wind loading figured at Exposure "" Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size singlefamily 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 K ate rawing No. Greenville, Illinois 66 /5/0 5 9 007
0 MPH WIN ZONES FEET WIE ( OLUMNS) 8 FEET WIE ( OLUMNS) FEET WIE ( OLUMNS) 6 FEET WIE ( OLUMNS) hart Notes:. If the display height is between chart values shown above, use the next highest value.. * 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. Wind loading figured at Exposure "" Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size singlefamily 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 K ate /5/0 rawing No. Greenville, Illinois 66 6 9 007
0 MPH WIN ZONES FEET WIE ( OLUMNS) 8 FEET WIE ( OLUMNS) FEET WIE ( OLUMNS) 6 FEET WIE ( OLUMNS) hart Notes:. If the display height is between chart values shown above, use the next highest value.. * 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 05).. 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. Wind loading figured at Exposure "" Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size singlefamily 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 K ate /5/0 rawing No. Greenville, Illinois 66 7 9 007
50 MPH WIN ZONES FEET WIE ( OLUMNS) 8 FEET WIE ( OLUMNS) FEET WIE ( OLUMNS) 6 FEET WIE ( OLUMNS) hart Notes:. If the display height is between chart values shown above, use the next highest value.. * 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 05).. 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. Wind loading figured at Exposure "" Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size singlefamily 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 K ate /5/0 rawing No. Greenville, Illinois 66 8 9 007
80 MPH WIN ZONES FEET WIE ( OLUMNS) 8 FEET WIE ( OLUMNS) FEET WIE ( OLUMNS) 6 FEET WIE ( OLUMNS) hart Notes:. If the display height is between chart values shown above, use the next highest value.. * 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 05).. 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. Wind loading figured at Exposure "" Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size singlefamily 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 K ate /5/0 rawing No. Greenville, Illinois 66 9 9 007