Nevco x6xx Outdoor LED Scoreboard Installation Set (IBC 2009)

Transcription

1 Nevco x6xx Outdoor LE Scoreboard Set (I 009) Retain this manual in your permanent file.. 06//8 5-0

2 Section : Instructions consists three steps (Unpacking the Equipment, Scoreboard mounting, and Electrical onnections). e sure to read and understand all the instructions before installing the equipment. onsult the installer s troubleshooting guide following this section for verification that each step has been completed correctly and that the scoreboard is working correctly. Table : olumn Requirements Number olumns Scoreboard Models Post GT-6, GT-6-T, 9605, P, P-, PS-6 Post 600, 608, 609, 60, 65, 60, 65, 60, 6, 65, 60, 650, 600, 60, 6, 65, 6, 650, 655, 656, 658, 680, 565, 56, 56, 56, 565, 760, 76, 76, 7680, 9660, 965, P-08, P-08-, P-0, P-0-, P-6, P-6-, P- 8, P-8- Post with Laterals 60, 606, 65, 67, 68, 69, 6, 685, 56, 56, 7605, 765, 765, 760, 76, 76, 7685 Post 60, 606, 65, 67, 68, 69, 6, , 56, , 765, 765, 760, 76, 76, 7685 Post with Laterals 60, 60, 66, 60, 657, 688, 766, 760 Post 60, 60, 66, 60, 688, 657, 766, 760, Unpacking the Equipment Inspect the shipping container for damage. If any damage can be seen, contact the carrier immediately. arefully remove all equipment from its packing carton. o not pry against the scoreboard in any way.. ssembling Sectional Scoreboard For scoreboards with multiple sections, slide the pieces together aligning the pre-drilled holes. Fasten sections with the sheet metal screws provided. Make sure to install a screw in each hole the splice flange (front and back). Note: The screws are shipped in the same box as the mounting brackets. Use clear silicon caulk and join vertical seams with screws provided. lways install bottom row cabinets first and work upward. Locate and remove the access doors on the back the scoreboard. Make sure all cables are connected as necessary at cabinet joints behind these access doors. Labels are located near connectors. Labels will be marked,, or. While connecting cables from section to section, make sure to connect cables with matching labels. heck all electronic devices for loose connectors. See Print for detail. 5-0RF

3 . Scoreboard Mounting Note: For scoreboards that are shipped in more than one section, doors on the back the scoreboard provide access to cables that must be connected and routed between sections during installation. Refer to installation prints for mounting method, mounting dimensions, power service location, and cable routings. wide flanged steel beam system (columns) is recommended by Nevco on the installation print. Recommendations for column and pier dimensions can be found on this print for 90, 0 and 50 mph wind regions. This may not be adequate for some locales. Nevco strongly encourages you to check local codes before beginning the installation. You may wish to contact a local engineer, architect, or sign installer for assistance. Your Nevco Sales Representative may be able to assist you in finding pressional installers who are familiar with this type equipment. ll scoreboards come with mounting brackets included in a box along with these instructions. Install one bracket on the back the scoreboard using the provided /8 serrated flange bolts with integrated lock and flat washers in each location marked with the labels showing proper orientation the bracket for both top/bottom brackets. Top/ottom being relative to each individual section the scoreboard cabinet. Mount brackets by welding or bolting to columns using /8 bolts, nuts and washers (supplied by others). See detail above for bracket orientation. bar is recommended) Install /8 hanger bolt and nut (no washer) into top brackets on scoreboard. This bolt will act as a catch pin allowing you to hang the scoreboard section on the columns like a picture frame. Install /8 eye bolts (supplied by others) in top board at threaded locations for lifting. Note the detail to lower right for using eye bolts. The lifting force must be in the same plane as the ring the eye bolt. (WRNING: Lifting cables cannot be less than 5 degrees from top cabinet to cable while lifting. See detail to right. The use a spreader 5-0RF

4 arefully lift scoreboard and set into place utilizing the hanger bolts as shown in the detail above. They will go into large holes on front brackets attached to column. These should be used for alignment only. (WRNING: o not removed lifting device until all brackets have been bolted together) olt all brackets together using /8 bolts removed from bracket sets during previous step. lways use good mechanical practices when mounting the scoreboard: The distance between the vertical mounting posts (center to center) must be maintained within a tolerance ±0.5 in. so that the mounting devices can be properly secured. Use only plated fastening devices to prevent rust or corrosion. Section : Electrical & Signal onnections. Electrical Requirements Refer to installation prints for illustration electrical connections. This sign is intended to be installed in accordance with the requirements rticle 600 the National Electrical ode and/or other applicable local codes. This includes proper grounding and bonding the sign. onsult Table on sheet for Full Load power requirements for your scoreboard model. Provide for a 0% safety factor when sizing wire and selecting breakers to guard against tripping the circuit breaker under low line conditions. ccording to rticle branch circuits should be limited to 0. e sure to include any lighted signs, and message centers when sizing the supply wiring necessary to support the circuit load. disconnect switch should be lockable or within sight the sign per NE article 600. Two knockouts on the back the scoreboard provide an entrance point for the power and the coax signal cable. You may make your own entry points if desired; take care not to drill into or damage any the internal components the scoreboard. removable panel on the front the scoreboard opposite the knockouts in the back allows access to an Electrical Enclosure box. Remove the cover the Electrical Enclosure box to gain access to the power splice box where the scoreboard power connections are made. The coax signal cable terminates on a N connector on the bottom the Electrical Enclosure box (see installation print for more details). If controlling the scoreboard wirelessly, do not remove knockout intended for wired coax signal. Electronic Team Names, on the large 66 and 766 require separate power to be run to each ETN (HOME and GUEST). Knockouts for incoming power are labeled and located directly behind each ETN. ll other ETN model scoreboards do not require the installer to make any connections.. Rain Tight Enclosure ox For scoreboards that will be operated wirelessly using an MPX handheld control, a rain tight enclosure box must be mounted on one the posts that the scoreboard is mounted on or anywhere within 8 the signal-in knockout on the back the board. This rain tight box houses the wireless MPX receiver and must be mounted on the same side the post as the scoreboard (lear line--sight, facing the operator s control) and must have power supplied to it (see installation print). 5-0RF Note: Wireless installations that use a MPW control do not use this rain-tight box. See MPW wireless installation print for details.

5 Table a: Power Requirements (RE & MER LE s ONLY) 0 V 0 V Model # W/ ETN mps W/O ETN MPS W/ ETN mps W/O ETN MPS N/ 0.7 N/ N/ 0.8 N/ N/. N/ N/ 0. N/ N/ 0.7 N/ E 6. N/. N/ 68-E 6. N/. N/ 685-E 6.5 N/. N/ 688-E 6.9 N/.5 N/ 565 N/.8 N/. 56 N/.5 N/. 56 N/. N/ N/ 0.7 N/ 56.7 N/. N/ RF

6 5-0RF E 7.0 N/.5 N/ 7685-E 7.0 N/.5 N/ 7688-E 7.0 N/.5 N/ 8600 TOP / N/ 0.5 N/ N/ 0.5 N/ N/ 0. N/ N/ 0.7 N/ N/.8 N/ N/.5 N/ 0.8 GT-6/PS N/ 0.6 N/ 0. GT-6-T P, P-, P-8, P-8-, P-0, P-0-, P-6, P-6-, P-8, P-8- N/ N/ N/ N/ Table b: Power Requirements (WHITE LE s ONLY) 0 V 0 V Model # W/ ETN mps W/O ETN MPS W/ ETN mps W/O ETN MPS N/. N/ N/.5 N/ N/.7 N/ N/ 0.7 N/

7 650 N/. N/ E 8. N/. N/ 68-E 8. N/. N/ 685-E 8.6 N/. N/ 688-E 9. N/.7 N/ 565 N/.7 N/. 56 N/. N/. 56 N/. N/ N/. N/ 56. N/. N/ E 9.5 N/.7 N/ 7685-E 9.5 N/.7 N/ 7688-E 9.5 N/.7 N/ 8600 TOP / N/ 0.9 N/ N/ 0.8 N/ N/ 0.7 N/ N/. N/ N/.8 N/ N/.7 N/. GT-6/PS N/.0 N/ 0.5 GT-6-T P, P-, P-8, P-8-, P-0, P-0-, P-6, P-6-, P-8, P-8- N/ N/. 0.6 N/ N/ RF

8 . Signal onnections -Wire oax able (RG58/U) ll -WIRE cable ordered from Nevco is direct burial type. It has a minimum dielectric strength 00V, and conforms to UL standard 65. If the wiring is buried above the freeze line, bury the cable with sand to provide drainage and prevent damage from shifting soil. Installing able onnectors The -WIRE cable that comes with your scoreboard does not have connectors attached. Refer to the detail and instructions below to install these connectors. Instructions for installing connectors on each end the cable:. Slide the insulating boot onto the cable and trim the cable as shown.. Twist the outer braid in a clockwise direction so that at least / in. the inner dielectric is bared and the braid is left flat. e sure no strands the outer braid are touching the center conductor.. Insert the center conductor into the back the connector, feeding it into the guide hole.. Push the cable as far as possible into the connector. 5. Screw the connector onto the cable in a clockwise direction until the connector stops turning. 6. Slip the insulating boot over the back the connector. " 9 6 " Insulating boot " Note: This equipment has been tested and found to comply with the limits for a lass digital device, pursuant to Part 5 the F Rules. These limits are designed to provide reasonable protection against harmful interference when the equipment is operated in a commercial environment. This equipment generates, uses, and can radiate radio frequency energy and, if not installed and used in accordance with the instruction manual, may cause harmful interference to radio communications. Operation this equipment in a residential area is likely to cause harmful interference in which case the user will be required to correct the interference at this own expense. 5-0RF

9 WIRE TROULE SHOOTING GUIE The figure to the right labels the connections made by the installer from & as well as other useful internal connections - J. The chart below lists the problem that can be identified should each connection be faulty. heck the control and service manual for more detailed information. ranch ircuit ontrol PPENIX : (TROULESHOOTING GUIES) (coax) Power Supply Power Supply Power Supply E Signal In OM Horn F 6 G Horn (Future) Master igit I H 6 J Slave igit ullseye or other accessory To Next igit OR ETN Situation Symptom onnection Solution The Scoreboard has no digits illuminated Some digits or indicators not illuminated The fans on LL the power supplies are not running OM LE ON solid OM LE is flashing rapidly OM LE is completely OFF None or G E heck branch circuit breaker, connections, and disconnect switch external to scoreboard heck connections in disconnect box (power hookup) heck Power Switch on disconnect box inside scoreboard Replace Power supply heck oax connections. Plug control directly into OM to eliminate buried coax cable. If that works, the cable run or terminations are bad. Try the scoreboard test in the options menu, see control users manual on testing. Holding the utton on the OM down for seconds will display a test pattern on the scoreboard digits further confirming that the signal connection is bad Incompatible model code, check control model setting in options menu The power cable plugged into port powers the OM, but connections to power supplies on plug & power the digits/etn s powered by & outputs heck connections on OM outputs,, & as well as first master digits OM board has no power. heck connection E, power supply feeding E, and connections to the power supply E. Only one digit H heck -pin connection on river card and -pin on segments Horn, colon, decimal, possession indicator, etc. I heck -pin connection on river card and on accessory More than one igit, starts at one point in cabling J heck 6-pin connection from working driver card to next digit driver card isplay incorrect Home/Guest data R/R on EL Verify that the home ribbon cable connects to R and Guest to R on the EL card Electronic caption data not in correct Y jumper on location EL ETN or E s not lit at all J heck 6-pin connections going to ETN or E, likely between on-site assembled sections ETN or E s not illuminated or not correct 5-0RF Verify EL Y jumper and/or R(R) connections, see service manual 0

10 Wireless (MPX) Trouble shooting Guide The figure to the right labels the connections potentially made by the installer ( E) and other internal connections (F M) useful to troubleshooting. The chart below lists the problem that can be identified should each connection be faulty. heck the control and service manual for more detailed information. o n t r o l ranch ircuit Power dapter 0 900Mhz Receiver Power Supply Power Supply Power Supply (coax) E F G H Signal In OM Horn I 6 J Horn (Future) Master igit L K 6 M Slave igit ullseye or other accessory Situation Symptom onnection Solution heck branch circuit breaker, connections, and disconnect switch external to scoreboard The Scoreboard has no digits illuminated Some digits not illuminated, or non-working accessory The fans on the LL power supplies are not running Receiver has No LEs illuminated during first 5 seconds after power up Receiver LE Not ON solid OM LE ON solid OM LE is flashing rapidly OM LE is completely OFF E F or G G H heck connections in disconnect box (power hookup) heck Power Switch on disconnect box inside scoreboard Replace Power supply heck branch circuit breaker, connections, duplex receptacle, and disconnect switch external to scoreboard If the duplex receptacle has power, but the adapter LE is OFF, replace adapter Ensure plug is fully seated in receiver jack and making good connection Replace Receiver Follow control troubleshooting procedures, wrong wireless group, etc. Receiver should be in clear line sight from control. heck oax connections. Plug control directly into OM to eliminate buried coax cable. If that works, the cable run or terminations are bad. Try the 0 Model code, see control users manual on testing. Holding the utton on the OM down for seconds will display a test pattern on the scoreboard digits further confirming that the signal connection is bad The power cable plugged into port powers the OM, but connections to power supplies on plug & power the digits/etn s powered by & outputs heck connections on OM outputs,, & as well as first master digits OM board has no power. heck connection H, power supply feeding H, and connections to the power supply H. Only one digit K heck -pin connection on river card and -pin on segments Horn, colon, decimal, possession indicator, etc. L heck -pin connection on river card and on accessory More than one igit, starts at one point in cabling M heck 6-pin connection from working driver card to next digit driver card 5-0RF

11 Wireless (MPW) Troubleshooting Guide The figure to the right labels the connections potentially made by the installer ( E) and other internal connections (F M) useful to troubleshooting. The chart below lists the problem that can be identified should each connection be faulty. heck the control and service manual for more detailed information. Situation Symptom onnection Solution heck branch circuit breaker, connections, and disconnect switch external to scoreboard The fans on the LL power supplies are not running heck connections in disconnect box (power hookup) heck Power Switch on disconnect box inside scoreboard The Scoreboard has no digits illuminated Some digits not illuminated, or non-working accessory Replace Power supply The Receiver I number does not display on Scoreboard after power up swirl E heck Receiver to OM cable E connection OM LE ON solid OM LE is flashing rapidly OM LE is completely OFF F or G G H Follow control troubleshooting procedures, wrong wireless group, etc. Receiver should be in clear line sight from control. The power cable plugged into port powers the OM, but connections to power supplies on plug & power the digits/etn s powered by & outputs heck connections on OM outputs,, & as well as first master digits OM board has no power. heck connection H, power supply feeding H, and connections to the power supply H. Only one digit K heck -pin connection on river card and -pin on segments Horn, colon, decimal, possession indicator, etc. L heck -pin connection on river card and on accessory More than one igit, starts at one point in cabling M heck 6-pin connection from working driver card to next digit driver card 5-0RF

12 NEVO GURNTEE NEVO GURNTEE To view or receive the most recent copy the Guarantee, please visit our website, or call NEVO, Inc. 0 East Harris venue Greenville, IL 66-5 US US TOLL-FREE N TOLL-FREE International Telephone: Website: info@nevco.com NOTE: This equipment has been tested and found to comply with the limits for a lass digital device, pursuant to part 5 the F Rules. These limits are designed to provide reasonable protection against harmful interference when the equipment is operated in a commercial environment. This equipment generates, uses, and can radiate radio frequency energy and, if not installed and used in accordance with the instruction manual, may cause harmful interference to radio communications. Operation this equipment in a residential area is likely to cause harmful interference in which case the user will be required to correct the interference at his own expense. This class digital apparatus meets all requirements the anadian Interference- ausing Equipment Regulations. et appareil numerique de la classe repecte toutes les exigences du Reglement sure le materiel brouller du anada. 5-0RF

13 im "" imensions and Steel Requirements Model Number im "" im "" im "" Tube Length abinet Weight " 6" 5' 6" 6' 6" 60 lbs P / P- 60" 6" 5' 6" 6'6" 50 lbs GT-6 8" 8" 5' 7' 50 lbs PS-6 8" 8" 5' 7' 50 lbs " 8" 5'6" 7' 60 lbs 960 8" '6" 5' 6'6" 5 lbs im "" Steel tube (see note ) Notes:. Minimum steel tubing is ½" x ½" x ¼" (STM -500) at length shown. Tubing length shown will result in approximately 96" clearance to ground level. Trim tubing to achieve clearance if necessary.. Pier depth is figured with 96" clearance from bottom cabinet to ground level.. Pier depth figured using Exposure "". abinets have extra knockouts on back for power and signal to accomodate lateral or column installation 96 in heck electrical prints to determine conduit requirements (must meet codes) im "" oarse aggregate concrete in minimum 8 in minimum Important. Read before installation* This is not an engineered drawing. It is intended for representation 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. Information specific to the scoreboard being used, such as assembly instructions and electrical connections, may be found in the installation manual for that scoreboard. Nevco recommends that you consult a pressional engineer or architect familiar with the area before attempting installation. They can verify that the brackets, screws, and other hardware items supplied by you or Nevco are adequate for your local soil conditions, wind loads and other conditions. If procedures are used that are not covered in this drawing, careful analysis the installation is urged. rawn Front View (9605 shown) for Single Section Scoreboard Requiring One olumn ate WHP //07 rawing No. Greenville, Illinois

14 Mounting method. Installing directly to column with brackets on top and bottom 5/6 in onnect bracket to cabinet (top and bottom) with " bolts provided by Nevco at these locations 8 / in for 9605 / P / P- / in for / in for GT-6/PS /8 in for 9605 / P / P- 6 /8 in for /8 in for GT-6/PS-6 / 965 rill/bolt or weld to column (bolts supplied by others) Side View Mounting Method. Installing to column (close to cabinet above) with brackets top and bottom /6 in onnect bracket to cabinet (top and bottom) with " bolts provided by Nevco at these locations / in for 9605 / P / P- 0 i/ in for / in for GT-6/PS-6 / /8 in for 9605 / P / P-* 5/8 in for /8 in for GT-6/PS-6 / 965* Weld to column Side View *imensions do not include bolt/washer height rawn for Single Section Scoreboard Requiring One olumn ate WHP //07 rawing No. Greenville, Illinois

15 Mounting Method. Standard installation to lateral olt bracket to cabinet at these locations using " bolts supplied by Nevco / in in Weld laterals (supplied by others) to column - minimum length lateral is in 5/8 in for 9605 / P / P- 7 5/8 in for 960 5/8 in for GT-6/PS-6 /965 rill/bolt weld to laterals (bolts supplied by others) Side View rawn for Single Section Scoreboard Requiring One olumn ate WHP //07 rawing No. Greenville, Illinois

16 SOREOR HEIGHT heck electrical prints to determine conduit sizes (must meet code) WITH ddtional display area consisting signs, arches, message centers or video above or below the scoreboard. (see sheets -) for column and pier sizing) "" TOP SOREOR SETION OTTOM SOREOR SETION 0' pprox. (to bottom lowest display component) "" Steel olumn (see sheets -) oncrete must slope away from columns "" Overall isplay Height Row Scoreboards (See 5 for bracket dimensions) Model Width Height Weight Weight w/etn im "" im "" 650 8' ' /" 90 N/ ' 6' 60, 60 0' ' /" 0 N/ ' 8' ' 5' /" 60 N/ ' 8' 6, 60 ' 5' /" 80 5 ' 8' 965 9' ' /" 0 N/ 6" 8' 600 P-08/P-08-6' 8' 5' /6" 8 /" N/ ' ' 8' 6' P-0/P-0- P-6/P-6-0' 6' ' /" ' /" 80 0 N/ N/ ' ' 8' 8' P-8/P ' 8' ' /" ' /" 50 7 N/ N/ ' ' 0' 0' 56 8' ' /" 0 N/ ' 0' Row Scoreboards (See 6 for bracket dimensions) Model Width Height Weight Weight w/etn im "" im "" ' 6' /6" 00 N/ ' 8' 565 ' 8' /6" 90 N/ ' 8' 655, 658 6' 5' /6" 60 5 ' 8' 609, 65 6' 6' /6" 90 5 ' 8' 65 6' 7' 9/" ' 8' 608, 56 8' 6' /6" 0 75 ' 0' 60, 60, 600 6, 6, ' 8' /6" 0 8 ' 0' 65 8' 9' /6" 60 5 ' 0' 680 8' 8' /6" N/ 590 ' 0' Row Scoreboards (See 7 for bracket dimensions) Model Width Height Weight Weight w/etn im "" im "" ' 0' 6 5/8" N/ 70 ' 0' 760, 76, 76 8' 0' 6 9/" ' 0' ' 0' /6" 90 N/ ' 8' General Notes:. olumn steel to be grade 99 (50 ksi steel minimum).. racing steel to be STM 500 Grade minimum (see note on sheets -).. Minimum bolt grade: 07. ll welds to conform to WS standards 5. The dimensions in the charts on sheets - are calculated using the requirements specified in I 009, and the Manual Steel onstruction (th Edition). Soil lateral bearing pressure is considered to be 50 psf/f. 6. The weights signs to be calculated using. lb/sq. ft sign area. 7. The weights Nevco message centers to be calculated using 8.5 lb/sq ft. 8. The weights Nevco video displays to be calculated using 9.5 lbs/sq. ft. 9. The weights Nevco arches to be calculated using 7.7 lbs/sq. ft. Pier epth (see sheets -) oarse aggregate concrete (fc = 500 psi) Important. Read before installation. This is not an engineered drawing. It is intended for representational purposes only. The dimensions called out on this drawing are intended to be used as a guide only, and are not intended to be suitable for all conditions. dding signs or other components around the scoreboard beyond the scope this drawing or increasing the display height from the ground will affect the installation requirements. Nevco recommends that you consult a pressional engineer or architect familiar with the area before attempting installation. They can verify that the selected mounting beams or posts along with the brackets, screws, and other hardware items provided by others or Nevco are adequate for your local soil conditions, wind loads and other local codes. If procedures are used that are not covered in this drawing, careful analysis the installation is urged. 6" From end column to edge concrete Pier iameter (see sheets -) FRONT VIEW rawn olumn ate 5/0/07 rawing No. Greenville, Illinois

17 8' WIE INSTLLS 8' WIE INSTLLS 0' WIE INSTLLS 0' WIE INSTLLS ' WIE INSTLLS ' WIE INSTLLS 6 FEET WIE INSTLLTIONS 6 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olum raced olumn 6' ' 8'6" ' W0 x W8 x 8 8' ' 9'6" 7' W x 6 W8 x 9' ' 0' 8'6" W x 0 W0 x 0' ' 0'6" 0' W0 x W0 x 6 0' 6" ' ' ' W0 x W0 x 6 ' ' '6" ' W0 x 9 W x 6 ' ' ' 5'6" W x W x 0 6' ' (') '6" (') 9' (6'6") W0 x 9 W x 8 ' (') '6" ('6") '6" (9'6") W x 5 W8 x 5 0 ' (') 6'6" ('6") 6'6" ('6") W x 65 W6 x 0 ' (') 7'6" (') 9'6" (6') W x 65 W x 5 ' (') 9'6" (5'6") 5'6" (50'6") W x 79 W8 x 50 0 ' (') ' (8') 6' (58') W x 0 W x 55 5 ' (') 6'6" (0'6") 7'6" (65'6") W x 0 W x 68 0 ' (') 9'6" (') 79'6" (7') W x 5 W x 76 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5' ' 7'6" ' W8 x 8 W0 x 7 6' 7' ' ' 8'6" 9' ' 5'6" W8 x W8 x W8 x 8 W8 x 8 8 0' ' ' 9' 0' 6'6" 9'6" W8 x W0 x W8 x W0 x ' ' ' '6" W8 x 5 W0 x 6 ' ' '6" 5' W0 x 9 W x 6 6' ' (') '6" (0'6") 8' (6') W x 8 W x 0 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5' 8' ' ' 7' 8'6" '6" 6' W8 x 8 W8 x W0 x 5 W8 x 8 0' ' 9' 8'6" W x 6 W8 x ' ' 0' '6" W0 x W0 x 5' ' ' 6' W0 x 9 W x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn* ' ' 6'6" 0' W8 x 5 W8 x 5' ' 6'6" ' W8 x 8 W8 x 6' ' 7' '6" W8 x 8 W0 x 5 8' ' 8' 5'6" W8 x W0 x 7 0' ' 8'6" 8' W8 x W8 x 8 ' ' 9'6" '6" W x 0 W8 x 5' ' 0'6" 5'6" W8 x 5 W0 x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 5'6" 8' W8 x W8 x 6 ' 6'6" ' W8 x 8 W8 x 8 ' 7'6" 5' W8 x W8 x 5 0 ' 8' 7'6" W8 x W8 x 8 ' ' 8'6" 0'6" W8 x 8 W8 x 8 9' WIE INSTLLS Exposure hart Notes:. If the display height is between chart values shown above, use the next highest value.. * Requires that braces be placed approximately 0' from ground level spanning both columns. If display is taller than 0' place braces on 0' spacing.. Wind loading figured at Exposure "" - Open terrain with scattered obstructions having heights generally less than 0 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone areas.. Wind loading figured at Exposure "" - Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size single-family dwellings or larger. These areas prevail in the upwind direction for a distance 600 feet or 0 times the structure height, whichever is greater. 90 MPH WIN ZONES EXPOSURE (See note ) EXPOSURE (See note ) 5' ' 9'6" '6" W0 x W0 x olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth olumn Length Unbraced olumn raced olumn* ' ' 5'6" 9' W8 x W8 x rawn olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia. Pier epth ol. Len. Unbraced ol raced olumn * 6' ' 7'6" ' W8 x 8 W8 x 5 8' ' 8'6" 6' W8 x W8 x 8 9' ' 8'6" 7' W8 x W8 x 8 0' ' 9' 8'6" W x 6 W8 x 0' 6" ' ' ' 9'6" 0' 9'6" '6" W8 x 8 W0 x W8 x W0 x ' ' 0'6" ' W8 x 5 W0 x 6 6' ' ' 6'6" W x 0 W x 6 8 ' (') ' (0') 0' (8') W0 x 5 W x 0 0 ' (') ' (') ' (') W0 x 9 W x ' (') ' ('6") 6' ('6") W0 x 60 W8 x 5 5 ' (') 6' ('6") 5' (7'6") W x 65 W6 x 0 0 ' (') 8'6" ('6") 58'6" (5'6") W x 87 W6 x 50 5 ' (') ' (6'6") 66' (6'6") W x 06 W x 55 0 ' (') ' (8'6") 7' (68'6") W x 0 W x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5' ' 6'6" ' W8 x 8 W8 x 6' ' 7' '6" W8 x 8 W0 x 5 7' ' 7'6" ' W8 x W0 x 7 8' ' 8' 5'6" W0 x W8 x 8 0' ' 9' 8'6" W8 x W8 x 8 ' ' 9'6" ' W0 x W0 x ' ' 0' '6" W0 x W0 x 6' ' ' 6'6" W0 x 9 W0 x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5' ' 6' 0'6" W8 x 5 W8 x 8' ' 7'6" 5' W8 x W8 x 5 0' ' 8' 7'6" W8 x W8 x 8 ' ' 8'6" 0' W x 6 W8 x 8 5' ' 9'6" '6" W0 x W0 x olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth olumn Length Unbraced olum raced olumn * 5'6" 9' W8 x W8 x 5 6' 0'6" W0 x 5 W8 x 6 6' '6" W0 x 7 W8 x 8 7' '6" W8 x 8 W x 0 7'6" 7' W8 x W0 x 7 ' 8' 0' W8 x W8 x 8 5 ' 9' ' W0 x W8 x olumn and Pier Requirements (ased on SE 7-05 Exposure for 90mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn* 5' 7'6" W8 x W8 x 6 6' '6" W8 x 5 W8 x 8 6'6" ' W8 x 8 W8 x 0 7' 6'6" W8 x W0 x 5 ' 7'6" 9'6" W8 x W0 x 7 5 ' 8'6" '6" W8 x 8 W8 x 8 olumn ate rawing No. 5/0/07 9 Greenville, Illinois 66-07

18 8' WIE INSTLLS 8' WIE INSTLLS 0' WIE INSTLLS 0' WIE INSTLLS ' WIE INSTLLS ' WIE INSTLLS 6 FEET WIE INSTLLTIONS 6 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS EXPOSURE (See note ) olumn and Pier Requirements (ased on SE 7-05 Exposure for 0MPH Wind Load) isplay Height Pier ia Pier epth ol Len Unbraced olumn raced olumn * 6 ' '6" 7' W x 0 W0 x 6 8 ' (') ' (') 0'6" (8'6") W0 x 9 W x 0 9 ' (') ' ('6") '6" (0') W x 0 W x 0 0 ' (') 5'6" (') 5' ('6") W x 8 W x 0.5 ' (') 6' (') 6' (') W x 8 W8 x 5 ' (') 7'6" ('6") 9' (5') W x 5 W6 x 0 ' (') 9'6" (5') ' (8'6") W x 6 W x 6 ' (') '6" (6'6") 7' (') W x 7 W8 x 50 8 ' (') '6" (8') 5'6" (6') W8 x 86 W8 x 55 0 ' (') 6'6" (0') 56'6" (50') W8 x 97 W x 6 ' (') 8'6" (') 60'6" (5') W x 0 W x 68 5 ' (') ' ('6") 67' (59'6") W x W x 76 0 ' (') 8'6" ('6") 68'6" (6'6") W x 59 W x 9 5 ' (') '6" (7') 77'6" (7') W x 9 W x 0 0 ' (') 7' (0'6") 87' (80'6") W8 x W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn 5 ' 0' '6" W0 x 6 W0 x 6 ' ' 6'6" W0 x 0 W0 x 6 7 ' '6" 8' W0 x W x 6 8 ' ' 9'6" W x 8 W x 6 0 ' (') ' ('6") '6" (') W x W x ' (') 6' ('6") 7'6" (') W x 5 W6 x 6 ' (') 8' (') '6" (7'6") W x 6 W6 x 0 6 ' (') 0' (5') 5'6" (0'6") W x 65 W6 x 50 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5 ' 9'6" ' W8 x W8 x 8 ' ' 8'6" W0 x W0 x 6 0 ' ' '6" W0 x 9 W x 6 ' (') '6" (') 5' ('6") W x W x 0 5 ' (') 6' ('6") ' (7'6") W x 5 W6 x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Heig Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 8' '6" W8 x W8 x 8 5 ' 9' '6" W0 x W8 x 8 6 ' 9'6" 5' W8 x W8 x 8 ' 0'6" 8' W x 0 W0 x 0 ' '6" ' W0 x W x 6 ' '6" '6" W x 0 W x 0 5 ' '6" 9'6" W0 x 9 W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 7' 9'6" W8 x 8 W0 x 5 6 ' 9' '6" W0 x W8 x 8 8 ' 9'6" 7' W x 6 W0 x 0 ' 0'6" 0' W0 x W0 x 6 5 ' ' '6" ' '6" 8' W0 x 9 W x 8 W x 6 W x 0 9' WIE INSTLLS Exposure 0 MPH WIN ZONES olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn* ' ' 7'6" ' W8 x W8 x hart Notes:. If the display height is between chart values shown above, use the next highest value.. * Requires that braces be placed approximately 0' from ground level that spans both columns. See detail on sheet 5. If installation is taller than 0', place braces on 0' spacing.. Wind loading figured at Exposure "" - Open terrain with scattered obstructions having heights generally less than 0 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone areas.. Wind loading figured at Exposure "" - Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size single-family dwellings or larger. These areas prevail in the upwind direction for a distance 600 feet or 0 times the structure height, whichever is greater. EXPOSURE (See note ) olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia. Pier epth ol. Len. Unbraced olum raced olumn * 6 ' 0' 5'6" W8 x W0 x 8 ' ' 8'6" W0 x W0 x 6 9 ' '6" 0' W0 x W x 6 0 ' ' '6" W0 x 9 W x ' (') '6" (0'6") '6" (0'6") W0 x 9 W x 0 ' (') '6" (') 5' ('6") W0 x 5 W x 0 ' (') 5' (') 8'6" (5'6") W x 5 W8 x 5 6 ' (') 6'6" (') ' (8'6") W0 x 60 W6 x 0 8 ' (') 8'6" (') 6'6" (') W x 65 W x 0 ' (') 0'6" (6') 50'6" (6') W8 x 76 W8 x 50 ' (') '6" (7'6") 5'6" (9'6") W8 x 86 W8 x 55 5 ' (') 5' (9'6") 60' (5'6") W x 0 W x 6 0 ' (') '6" (9') 6'6" (59') W x W x 68 5 ' (') 6' (') 7' (67') W x 59 W x 9 0 ' (') 9'6" ('6") 79'6" (7'6") W8 x 9 W x 0 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier iameter Pier epth ol Length Unbraced olumn raced olumn * 5 ' 9' '6" W8 x W8 x 8 6 ' 9'6" 5' W8 x W8 x 7 ' 0' 6'6" W x 6 W0 x 8 ' 0'6 8' W x 0 W x 0 ' '6" ' W x 8 W x 6 ' (') '6" (0'6") ' (') W x W x 0 ' (') ' ('6") 7'6" (5') W0 x 9 W x 6 ' (') 5'6" (') ' (7'6") W x 5 W6 x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier iameter Pier epth ol Length Unbraced olumn raced olumn * 5 ' 8' '6" W8 x W0 x 7 8 ' 9'6" 7' W x 6 W8 x 0 ' 0'6" 0' W0 x W x ' (') ' (9'6") ' ('6") W0 x 9 W x 6 5 ' (') ' (') 8' (6') W x 8 W x 0 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olum raced olumn * ' 7' 0'6" W8 x 8 W x 5 ' 7'6" ' W8 x 8 W8 x 5 6 ' 8' '6" W8 x W8 x 8 8 ' 9' 6'6" W8 x W8 x 0 ' 0' 9'6" W8 x 8 W0 x ' 0'6" '6" W0 x W0 x 6 5 ' ' 7' W x W x 6 olumn and Pier Requirements (ased on SE 7-05 Exposure for 0mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 6' 8'6" W0 x 5 W8 x 6 ' 7'6" ' W8 x W0 x 7 8 ' 8'6" 6' W8 x W8 x 8 0 ' 9' 8'6" W8 x 8 W8 x ' 0' ' W0 x W0 x 5 ' ' 6' W0 x 9 W0 x 6 rawn olumn ate rawing No. Greenville, Illinois 66 5/0/

19 8' WIE INSTLLS 8' WIE INSTLLS 0' WIE INSTLLS 0' WIE INSTLLS ' WIE INSTLLS ' WIE INSTLLS 6 FEET WIE INSTLLTIONS 6 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS 8 FEET WIE INSTLLTIONS olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 6 ' (') ' (') 8'6" (6'6") W x 5 W x 0 8 ' (') 5'6" (') ' (9'6") W x W x 9 ' (') 7' (') 5'6" ('6") W x 8 W6 x 6 0 ' (') 8'6" (') 8' ('6") W x 5 W6 x ' (') 9' ('6") 9' ('6") W x 6 W x ' (') 6' ('6") 7'6" (5') W x 6 W6 x 50 ' (') 8' (5') '6" (8'6") W x 7 W8 x 55 6 ' (') 9'6" (6'6") 5' (') W8 x 86 W x 55 8 ' (') '6" (8') 9'6" (6') W8 x 97 W x 68 0 ' (') '6" (0') 5'6" (50') W x 0 W x 68 ' (') 6'6" (') 58'6" (5') W x 7 W x 8 5 ' (') 9'6" ('6") 6'6" (59'6") W x 6 W x 9 0 ' (') '6" (8'6") 7'6" (68'6") W x 8 W x 7 5 ' (') 9'6" ('6") 8'6" (77'6") W8 x W x 6 0 ' (') 5' (7') 95' (87') W8 x 8 W x 76 olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5 ' '6" 6' W x 0 W0 x 6 6 ' ' 7'6" W0 x W x 6 7 ' (') '6" (') 0' (7'6") W x 8 W x 0 8 ' (') '6" ('6") ' (9') W x 0 W x 0 ' (') 7' (') 6'6" ('6") W x 5 W6 x 0 ' (') 9'6" (5') ' (6'6") W x 6 W x ' (') 6'6" (') 0' (7'6") W6 x 67 W8 x 50 6 ' (') 8'6" (5') ' (0'6") W8 x 76 W8 x 55 olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * 5 ' 0'6" 5' W0 x 6 W0 x 8 ' (') '6" (0'6") 0' (8') W x 8 W x 0 0 ' (') '6" ('6") ' (') W x W x ' (') 6' ('6") 7'6" (') W x 5 W6 x 6 5 ' (') 9'6" (5') '6" (0') W x 65 W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 9' '6" W0 x W8 x 5 ' 0' '6" W8 x W8 x 6 ' 0'6" 6' W x 6 W0 x 8 ' '6" 9' W0 x W x 6 0 ' (') ' (') '6" (0'6") W x 0 W x 0 ' (') 5' (') 7' (') W x 8 W x 50 MPH WIN ZONES EXPOSURE (See note ) EXPOSURE (See note ) 5 ' (') 7'6" ('6") '6" (8'6") W x 6 W6 x 0 olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 8' 0'6" W8 x 8 W0 x 7 6 ' 0' 5'6" W8 x W0 x 8 ' ' 8'6" W0 x W0 x 6 0 ' ' '6" W0 x 9 W x 6 ' ' 5' W x W x 0 5 ' (') 5'6" (') 0'6" (7') W x 5 W8 x 5 hart Notes:. If the display height is between chart values shown above, use the next highest value.. * Requires that braces be placed approximately 0' from ground level that spans both columns. See detail on sheet 5. If total height display is over 0', place another set braces on 0' spacing.. Wind loading figured at Exposure "" - Open terrain with scattered obstructions having heights generally less than 0 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone areas.. Wind loading figured at Exposure "" - Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size single-family dwellings or larger. These areas prevail in the upwind direction for a distance 600 feet or 0 times the structure height, whichever is greater. rawn olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol. Len. Unbraced olumn raced olumn * 6 ' (') ' (9'6") 6'6" (5') W0 x 0 W0 x 6 olumn ate rawing No. 8 ' (') ' (0'6") 9'6" (8') W x 8 W x 6 9 ' (') ' (') '6" (9'6") W x 0 W x 0 0 ' (') '6" ('6") ' (') W x W x 0.5 ' (') 5' (') 5' (') W x 5 W x ' (') '6" (') ' ('6") W x 5 W6 x 6 ' (') ' (') 7'6" (5'6") W x 6 W x 6 ' (') 5'6" (') ' (8'6") W6 x 67 W6 x 50 8 ' (') 7' (') 5' (') W8 x 76 W8 x 55 0 ' (') 9' (6') 9' (6') W x 96 W x 55 ' (') ' (7'6") 5' (9'6") W x 0 W x 6 5 ' (') '6" (9'6") 58'6" (5'6") W x 7 W x 68 0 ' (') 7'6" ('6") 67'6" (6'6") W8 x 58 W x 9 5 ' (') '6" (6') 76'6" (7') W8 x 9 W x 0 0 ' (') 5'6" (9'6") 85'6" (79'6") W x W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Heigh Pier ia Pier epth ol Length Unbraced olumn raced olumn 5 ' 9'6" ' W8 x W8 x 6 ' 0'6" 6' W x 6 W0 x 7 ' ' 7'6" W x 0 W0 x 6 8 ' '6" 9' W0 x W x 6 0 ' (') '6" (') ' (0'6") W x 0 W x 0 ' (') 5' (') 6'6" ('6") W x 8 W x ' (') ' ('6") 6'6" (5') W x 5 W6 x 0 6 ' (') '6" (') 0' (7'6") W x 6 W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth olumn Length Unbraced olumn raced olumn * 5 ' 9' '6" W0 x W8 x 8 8 ' 0'6" 8' W x 0 W x 0 ' '6" ' W x 8 W x 6 ' (') '6" (') ' ('6") W x W x 0 5 ' (') 5'6" (') 0'6" (7') W x 5 W8 x 5 olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 8' '6" W8 x 8 W0 x 7 5 ' 8'6" ' W8 x W8 x 8 6 ' 9' '6" W8 x W8 x 8 ' 0' 7'6" W8 x 8 W0 x 0 ' ' 0'6" W0 x W0 x 6 ' (') ' (0') ' (') W0 x 9 W x 6 5 ' (') ' ('6") 9' (6'6") W0 x 9 W x olumn and Pier Requirements (ased on SE 7-05 Exposure for 50mph Wind Load) isplay Height Pier ia Pier epth ol Length Unbraced olumn raced olumn * ' 7' 9'6" W0 x 7 W8 x 6 ' 8'6" ' W8 x W8 x ' ' 9'6" 0' 7' 9'6" W8 x W0 x W8 x W0 x ' ' ' W8 x 5 W0 x 6 5 ' (') ' (0'6") 7' (5'6") W0 x 5 W x 0 5/0/07 Greenville, Illinois

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

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

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

23 Serrated Flange bolts (supplied by Nevco) Threads: /8" -6 " Maximum Slide bottom bracket up and tighten one bolt to hold in place Serrated Flange bolts (supplied by Nevco) ETIL Stack up to washers under eye bolt if longer than " ETIL E Install /8-6 eye bolts into top board (lower row cabinets st) for lifting. (eye bolts and washers supplied by others) E ETIL Install /8 x / bolt and nut (no washer) in center hole top brackets. Thes will serve as hangers during installation. (supplied by Nevco) Replace access doors when finished making connections Top brackets are fixed position Screw sections together front and back using screws supplied by Nevco WRNING: o not leave any screw locations empty. Make signal connections between board sections before installing scoreboard. (connections located behind access doors with "SPLIE ENLOSURE" label) Secure connections to hangers located inside cabinets. Insert extended flange into mating section (make sure both flanges male end go to inside female end) LE HNGER Notes: ) Signal connections from lower row cabinets to upper row should be made after both rows have been installed on columns. (see sheet 9 for more details) ) Make sure all bracket bolts are tight before installating scoreboard. ETIL Important: Screw sections together prior to installing board onto columns. (Upper row cabinets and lower row cabinets do not connect) rawn olumn ate rawing No. Greenville, Illinois 66 5/0/

24 Remove eye bolts from first row and install on second row Spreader bar preferred for lifting (see installation instructions for more details) Make power/signal connection between upper and lower rows cabinets after board has been installed. - connections located behind access doors - Pull cables from lower section into upper section (connections must be made and permanently located in upper section) Tighten all bracket bolts on first row before installation second row STEP ONE Install First Row WRNING: o not lift scoreboards with any other additional weight attached such as laterals or other structural components Install top row and tighten all bracket bolts. STEP TWO Install Second Row Secure connections to hangers located inside cabinets. LE HNGER olt installed in top brackets each row will serve as hanger Scoreboard column olumn etail F F Sign Top G etail G Hanging etail H Side View Scoreboard olumn Sign ottom etail H olt brackets together using bolts, nuts, washers, and lock washers supplied by Nevco (/8 x / bolts) rawn olumn ate rawing No. Greenville, Illinois 66 5/0/

25 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 Multi-Section rawing No. Greenville, Illinois rawn ate // 8

26 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 Multi-Section 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

27 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 Multi-Section 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

28 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 Multi-Section // rawing No. Greenville, Illinois

29 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 Multi-Section // /6 rawing No. Greenville, Illinois

30 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 Multi-Section ate // rawing No. Greenville, Illinois

31 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 Multi-Section ate // rawing No. Greenville, Illinois

32 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 Multi-Section ate // Hanging etail rawing No. Greenville, Illinois

33 olumn w/laterals 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) Equal 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) Equal General Notes:. olumn steel to be grade 99 (50 ksi steel minimum).. Laterals 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 Laterals ate /0/06 rawing No. Greenville, Illinois

34 olumn w/laterals 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) 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 Overall isplay Height General Notes:. olumn steel to be grade 99 (50 ksi steel minimum).. Laterals 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 Laterals ate /0/06 rawing No. Greenville, Illinois

35 LTERL REQUIREMENTS Model 90mph Lateral 0mph Lateral 50mph Lateral # Laterals Req. Lateral Length racing Laterals 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 Laterals ate /0/06 rawing No. Greenville, Illinois

36 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 Laterals ate /0/06 rawing No. Greenville, Illinois

37 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 Laterals /0/06 Greenville, Illinois

38 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 Laterals /0/06 Greenville, Illinois

39 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 Laterals /0/06 Greenville, Illinois

40 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 Laterals Front olumn Top scoreboard (shown flush with top column) Scoreboard Upper Section 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 Laterals Equal imension is to bottom next lateral. "" "E" "F" Lateral Width Equal Scoreboard Lower Section 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: Laterals must be welded to back columns 0' apart from the ground up as shown for bracing. 0' spacing must be maintained. Laterals 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 Laterals 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 Laterals ate /0/06 rawing No. Greenville, Illinois

41 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 Laterals ate /0/06 rawing No. Greenville, Illinois

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

43 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' ' 8' /6" 760 lbs 8 lbs ' 8' 657 ' 0' /6" 890 lbs 95 lbs ' 8' ' 8' /6" N/ 90 lbs ' 8' 60 6' 9' /6' 90 lbs 99 lbs ' 0' ' 0' /6" 00 lbs 0 lbs ' 0' HEIGHT WITH 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) olumn Multi-Section rawing No. Greenville, Illinois rawn ate WHP /8/06 7

44 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 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 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 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 rawing No. WHP /8/06 7 Greenville, Illinois

45 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 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 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 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 olumn Multi-Section ate WHP /8/06 rawing No. Greenville, Illinois

46 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 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 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 /8/06 rawing No. Greenville, Illinois

47 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 7/6" diameter holes centered on columns 5/6 in Top scoreboard (flush with top column) F Three columns shown for clarity. will have columns. im "" / in Typ. im "F" im "" im "G" im "H" Weld " side to column (brace to extend " out from column) im "E" races: 9' 8" from ground to top laterals. im "" (see sheet ) Only two columns shown for clarity. ctual installation will have columns. olt brackets to columns using () /8 x / bolts nuts and washers. - supplied by others - Minimum grade: 07 FRONT VIEW Weld TSxx /6 lateral to front and back (Optional to reduce required column size. - designates with * ) Required Hand Tools:. Phillips head screw driver/drill with phillips driver.. 9/6" wrench. Ratchet wrench and 9/6" socket. Level 5. Tape measure 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, , /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. rawn olumn Multi-Section ate WHP /8/06 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. Greenville, Illinois

48 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 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) Replace access doors when finished making connections Top brackets are fixed position. Screw sections together front and back using screws supplied by Nevco WRNING: o not leave any screw locations empty. Make signal connections between board sections before installing scoreboard. (connections located behind access doors with "SPLIE ENLOSURE" label) Secure connections to hangers located inside cabinets. Insert extended flange into mating section (make sure both flanges male end go to inside female end) LE HNGER Notes: ) Signal connections from lower row cabinets to upper row should be made after both rows have been installed on columns. (see sheet 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 /8/06 rawing No. Greenville, Illinois

49 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 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. olumn Scoreboard bolts required per bracket set. H ETIL G Hanging etail ETIL H J Side View Scoreboard ETIL J olt brackets together using bolts, nuts, washers and lock washers supplied by Nevco. (/8 x / bolts) rawn olumn Multi-Section ate WHP /8/06 rawing No. Greenville, Illinois

50 Extension columns may be required if mounting dd-on on top existing display. -ON HEIGHT dd-on cabinet New or existing scoreboard. Scoreboard Height (see standard instal. print) FOR MOELS 56 & 56 IMENSIONS N SPEIFITIONS Model WITH -ON HEIGHT WEIGHT IM "" IM "" Std. Instal Print 56 8' ' /6" 7 ' 0' ' ' /6" 0 ' 0' ' ' /6" 00 ' 8' ' 5' /6" 50 ' 8' ON HEIGHT "" "" dd-on cabinet "" General Notes:. See standard installation print for column and pier depth requirements.. Minimum bolt grade: 07. ll welds to conform to WS standards Required Hand Tools:. Phillips head screw driver/drill with phillips driver.. 9/6" wrench. Ratchet wrench and 9/6" socket. Level 5. Tape measure -ON HEIGHT -ON HEIGHT Scoreboard Height (see standard instal. print) FRONT VIEW dd-on cabinet "" "" FOR MOELS 56 & 56 FRONT VIEW "" "" Extension columns may be required if mounting dd-on on top existing display. New or existing scoreboard. dd-on cabinet rawn 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. dd-on / olumn Multi-Section ate rawing No. Greenville, Illinois 66 //08-06

51 New or existing scoreboard rackets for dd-on mounted above new or existing scoreboard. rackets centered on columns. Front olumn ll brackets oriented as shown on columns etail Weld or bolt brackets to columns using /8 bolts, nuts and washers (supplied by others) rackets for dd-on mounted below new or existing scoreboard. "" "" "E" "F" "" (see sheet ) 7 in 6 in in in ETIL ETIL Model # im "" im "" im "E" im "F" 56 6" /8" 6 /" /8" 56 " /8" /" /8" 56 " /8" /" /8" 56 58" /8" 58 /" /8" Slots for bolting to column. RKET ETIL " HRWRE SUPPLIE Y OTHERS escription Quantity ( olumn) Quantity ( olumn) /8 x / olt 8 /8 Flat Washer 6 /8 Lock Washer 8 /8 Nut 8 /8-6 eye bolts (see sheet ) 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. ) rackets shipped in separate container. rawn dd-on / olumn Multi-Section ate //08 rawing No. Greenville, Illinois 66-06

52 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) (Top rackets) Install /8 x / bolt and nut (no washer) in center hole top brackets. These will serve as hangers during installation. (Supplied by Nevco) o not use hanger bolt if installing below existing scoreboard. Stack up to washers under eye bolt if longer than " Install /8-6 eye bolts into top board (lower row cabinets st) for lifting. (eye bolts and washers supplied by others) o not use eye bolts if installing below existing scoreboard. (ottom rackets) Electrical connections between cabinets can be made before installing board on columns. Remove access doors on back cabinet to make connections. Replace doors when finished. olt brackets to board as shown using Serrated Flange bolts supplied by Nevco. MULTI-SETION -ON ISPLYS WRNING: o not leave any screw locations empty. Secure connections to hangers located inside cabinets. LE HNGER Slide extended flange male cabinet into female cabinet. Screw sections together with sheet metal screws front and back. (screws supplied by Nevco) MULTI-SETION -ON Screwing Sections Together Important: Screw sections together prior to installing board onto columns. rawn dd-on / olumn Multi-Section ate //08 rawing No. Greenville, Illinois 66-06

53 Lift using eye bolts (spreader bar preferred; see installation instructions for more details) WRNING: o not lift cabinets with any other additional weight attached such as laterals or other structural components o not use eye bolts to lift. Optional: If not mounting with an existing scoreboard, mount dd-on first. This allows use eye bolts for lifting. /8" gap between dd-on and scoreboard /8" gap between dd-on and scoreboard MOUNTING -ON OVE SOREOR MOUNTING -ON ELOW SOREOR dd-on olumn abinet Top bolts required per bracket set. Important: olt serves as hanger only. additional bolts still required to bolt brackets together. olt installed in top brackets serve as hanger. olumn dd On Important: o not use hanger bolt if installing below existing scoreboard. Scoreboard olt brackets together using /8 x / bolts, nuts, washers and lock washers supplied by Nevco. ( bolts required dd On olumn abinet ottom Hanging etail racket orientation typical for mounting dd On below. Scoreboard not shown for clarity dd-on / olumn Multi-Section rawing No. Greenville, Illinois rawn ate //08

54 Scoreboard Face removed for clarity. etail Front Interior View Power to x box Wire onnections lack to Line White to Neutral Green to Ground arefully remove knockouts in back cabinet. (if alternate power and signal entrance ll conduit, connectors and locations are made, do not boxes must be raintight. remove knockouts) Scoreboard coax signal from control room (wired) or from MPX rain-tight box (wireless). (see print 75-0 for MPX rain-tight box installation) Scoreboard Signal (/" dia direct burial wire coaxial control cable RG58/U. Order length required from Nevco) to Operator's ontrol If coax connection is not in dry location (such as press box), weatherpro installation is required. Operator's ontrol Options Insert batteries MPX (included) Handheld Wireless ontrol Note: MPW not shown Replace inner and outer covers when finished making connections IMPORTNT: (MPW ONTROL) MPW wireless signal connections will not be same as shown. See print for details. ack View isconnect Switch * (Supplied by others) * National Electrical ode requires a disconnect switch within sight sign or lockable within the building. If neither is available, install a disconnect at the scoreboard. over to Power Enclosure typically opposite Power/Signal holes. lternate hole locations may be selected by installer. heck new location before drilling. If new location is used, leave plastic plugs in holes provided by Nevco. onnect coax to dry location junction box (box must not be in contact with metal surfaces). onnection can be made to either cable jack. isconnect from junction box when not in use. Electrical and Signal MP Wired ontrol onnect to power onnections Important. Read before installation. This sign is intended to be installed in accordance with the requirements rticle 600 the National Electrical ode and/or other applicable local codes. This includes proper grounding rawing No. and bonding the sign. ll personnel who work with electrical connections must be educated in the safe procedures for installing and repairing electrical connections before they are given the rawn ate responsibility performing such tasks. onduit and fittings are supplied by installer. 6//05 Greenville, Illinois

55 Panel will be located near electrical enclosure Remove existing panel near electrical enclosure and route supplied cable from OM to opening. (keep screws to install receiver assembly, dispose panel) Receiver ssembly bars denotes W7 bars denotes X Locate removable door on scoreboard. Remove door and remove cover electrical enclosure to make connections shown to right. Notes: ) Phillips head screw driver required to remove door and cover. ) e sure to replace cover and door after installation. ) Some scoreboards will already have a cable routed in the board for this application. ) Note serial number on back receiver assembly for programming MPW or MPX controller. ETIL onnect cable to receiver assembly and mount receiver assembly using existing screws MPX ontrol Outdoor ontrol Module (OM) onnect cable here ETIL Route supplied cable from OM to opening where the receiver assembly is to be installed EFORE mounting receiver assembly. onnect to power MPW Operator's ontrol Wireless Outdoor MPW7 / X Receiver rawn ate 8//7 rawing No. Greenville, Illinois

56 SINGLE REEIVER INSTLLTION onduit for oax to Scoreboard W6 Receiver Single gang box with top knockout removed from back. ox is held in place using conduit elbow connector. X Receiver Spare oax Output Jack 9 Volt Power Supply ttach Receiver to door enclosure using two included adhesive backed fasteners Power Jack Power onduit Twist-on N for oax to Scoreboard Included oax able to Scoreboard Status LE oax Out to scoreboard 9vdc MP-X Receiver Notes: Use Raintight fittings Mount Receiver box on the front the scoreboard post in clear line sight from the control point. System Key onnector (On end Receiver) rawn MPW-6 / MP-X Receiver Raintight ox MMK ate 5//06 rawing No. Greenville, Illinois

57 UL REEIVER INSTLLTION onduit for oax to Scoreboard Single gang box with top knockout removed from back. ox is held in place using conduit elbow connector. ttach MPX Receiver to inside enclosure using included adhesive backed fasteners W6 Receiver 9 Volt Power Supply MP-6 Receiver Spare oax Output Jack MPX Receiver Included oax able to Scoreboard ttach Receiver to door enclosure using included adhesive backed fasteners Power Jack Twist-on N for oax to scoreboard Power onduit Status LE Twist-on N for oax to receiver Power Jack Included oax able from W6 to X Receiver oax Out to scoreboard 9vdc MP-X Receiver Notes: Use Raintight fittings Mount Receiver box on the front the scoreboard post in clear line sight from the control point. System Key onnector (On end Receiver) rawn MPW-6 / MP-X Receiver Raintight ox ate rawing No. MMK 5//06 Greenville, Illinois