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Plans ,. Fl r5WDy Structural . Civil Engineers - . Job Name: Tigard HS Scoreboard Job No: 09099 Sheet No: SG -1 Client: Tigard Tualatin SD Date: July 2009 By: GGIIA Properties 8 Loading Top of column Nevco Multi Section 5" above scoreboard Digital Scoreboard ,1 11111■ ur:'IILio Board #1508 Nu Q wu a a; i:'111! E !!!!11 r,IF;# Determine lateral loads & foundation requirements Steel Support Column (with Check Electrical prim bottom edge of DEFERRED to determine conduit score 10' Fire Sprinkler meet code met \ � from ground)* Fire Alarm ..__. Mechanical Plumbing Electrical g„ l Truss Engineering 4 Shop Drawings _.... i ' Other i • l.J i J _________.- ,...] \ __ — Coarse aggregate concrete -/ Minimum 24" diameter Minimum 6' deep" Wind loading per ASCE 7: I I s -I $ _I_ $ - Balari B I I l f I I I I I F I `T �1 F a?e 4 ? I t Ft i RANGE L I I FI I Ft I F CASE A WINO F CASE B CASE C LOAD CASES CITY OF TIGARD ?1/"\61\14\11\\I\ Approved [ K1 Conditionally Approved [ ] See Letter to: Fo llow [ ] Attached [ ] Permit Number: %6 a voi - c.0 / 3 y Address:,9cra1 s. -i `1ue .,.. 62 By:. im R-✓ Date: 7- xn - 61 OFFICE COPY • w ®V Structural, Civil Engineers. Job Name: Tigard HS Scoreboard Job No: 09099 Sheet No: SG -2 Client: Tigard Tualatin SD Date: July 2009 By: GGIN Wind Loads Facility is Type Ill structure - Use ASCE Method 2 procedure & I = 1.15 Assume Exposure C for open field he = 18.0 ft [ 10ft clear + 8ft sign j 6 = 18.0 ft [ sign width ] s = 6.0 ft [ sign height ] As = 108.0 sq ft [ gross sign area ] F= ghGCfAs [ ASCE Eg6 -27j (in = 0.00256 K Kd V I [ ASCE Eq 6 -15 ] K = 0.90 [ ASCE Table 6 -3 ] = 1 . 0 [ No topographical effects ] Kd = 0 [ ASCE Table 6-4 ] V = 94.5 mph [ OSSC Figure 1609 j Iw = 1.15 [ ASCE Table 6 -1 ] qh = 20.1 mph G = 0.85 [ ASCE Sec 6.5.8 ] - s/h = 0.33 [ Clearance ratio, Fig 6 -20 j B/s = 3.00 [ Aspect ratio, Fig 6-20 ] Cf = 1.78 [ Case A & Case B ] Cf = 2.60 O to s [ Case C where B/s > 2 ] C f = 1.70 sto2s Cf = 1.15 2s to 3s Cf = 0.00 3s to 10s F = 3286 lbs [ Case A & Case B ] F = 1600 lbs [ Case C, O to s ] F = 1046 lbs [ Case C, s to 2s ] F = 708 lbs [ Case C, 2s to 3s ] F = 0 lbs [ Case C, 3s to 10s ] O rt4k11\ .?1/40626° 'MN D Y Structural e • Civil Engineers hared Job Name: Tigard HS Scoreboard Job No: 09099 Sheet No: SG-3 Client: Tigard Tualatin SD Date: July 2009 By: GGM Seismic Loads Per ASCE 7 -05 Component ID Nevco Seismic Force, F = [(0.4 *a *Sps*Wp) /(Rp /Ip)J *(1 + 2 *(z/h)) Lower Limit, F = 1 .6 * Sps * lp * Wp Upper Limit, F = 0.3 *Sp *Ip*Wp Input: Ss = 0.925 From Figure 22 -1 S = 0.334 From Figure 22 -2 F.= 1.130 From Table 11.4 -1 F = 1.732 From Table 11.4 -2 a = 1.0 From Table 13.6 -1 Rp = 2.5 From Table 13.6 -1 Wp = 375.0 lbs Unit weight of component 1p = 1.00 From Sec. 13.1.3 z = 14.00 ft Height of point of attachment of component (avg) h = 14.00 ft Ave. height w/ respect to base Calculated Values SMS = 1.045 = F *S - Eq. 16 -38 S 0.578 = F„ *S - Eq. 16 -39 Sps = 0.697 = 2/3 *S - Eq. 16-40 Sp = 0.386 = 2 /3 *S - Eq. 16-41 Resulting Seismic Force F = 125.4 lbs \"'P Co.", TR-0 F (upper limit) = 418.1 lbs F (lower limit) = 78.4 lbs Fastener Forces a 1.3 From Table 13.6 -1 Rp = 1.0 From Table 13.6 -1 F = 392.0 lbs Rev values for connecting system per Table 13.5 -1 P 1 / 4134111 \A ?i9k:V°1. ri m, ® ¥ Structural Engineers Job Name: Tigard HS Scoreboard Job No: 09099 Sheet No: SG-4 Client: Tigard Tualatin SD Date: July 2009 By: GGM Column Loads Case A: Single load applied at center of sign F = 3286.4 lbs [ sheet SG -2 ] PcoL = 1643.2 lbs Case B: Single load applied 0.2B from CL F = 3286.4 lbs [ sheet SG -2 ] B = 18.0 ft 0.2B = 3.6 ft span = 10.0 ft a = 1.4 ft b = 8.6 ft Pco�, = 2826.3 lbs G Controls PcoL2 = 460.1 lbs Case C: Resultant through geometric centers F1 = 1600 lbs s = 6.0 ft F2 = 1046 lbs Balance = 0 F3 = 708 lbs Fa = 0 lbs PcoL1 = 2212.0 lbs Pcou = 1142.0 lbs v\g‘‘1/4‘44444'1‘14. .1.6k - 1.046k - 708k s kl l - M3 J4 1 t 1 11 221 r i viND ¥ Structural . Civil Engineers Job Name: Tigard HS Scoreboard Job No: 09099 Sheet No: SG-5 Client: Tigard Tualatin SD Date: Juty 2009 By: GG119 Pole Footing Non - Constrained PcoL = 2826.3 lbs [ Applied load ] h = 13.0 ft [ Height to applied load, mid - height of sign ] MC01 = 36742.4 ft-lbs b = 2.50 ft [ Diameter of round ftg or diagonal of square ] d = 7.50 ft [ Est. depth - iterate to convergence ] p = 200 psf [ Lateral bearing pressure, OSSC Table 1804.2 ] x = 2.0 [ increase for isolated pole, OSSC Sec 1804.3.1 ] SM„x = 6000 psf [ Max. allowable soil bearing based on depth ] S = 1000 psf [ Allowable soil bearing based on depth ] A = 2.65 d = 7.59 ft Required depth Check column stress S = 15.2 in f = 29.01 ksi < 30 ksi, OK W 8x18 or W 6x25 ‘ 'Cr) °\11\\°1‘114 4 I 3 2 I 1 A . I Rev B See chart D dib ill% s . 1 - -- I. I I ; i ,l; � Top of column � 5" above scoreboard g • �,I;1 f I!■ ■ t1■ S III�lh11[ �ula���unln � ',` 1L,�.,,,1.,�,��I1 Irlul(siiis ,. r�'"-;A to ^ a • 'r N 1 C ,` C Steel Support Column (with Check Electrical Prints bottom edge of Important. Read before installation.* scoreboard 10' This is not an engineered drawing. It is intended to determine conduit * for representational purposes only. The dimensions 6- requirements. (Must from ground) called out on this drawing are intended to be used meet codes.) 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. B Nevco recommends that you consult a professional B I engineer or architect familiar with the area before — �ava a attempting installation. They can verify that the selected mounting beams or posts along with the I brackets, screws, and other hardware items provided 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 of _ I— LJ —I I_ L-1 J) the installation is urged. v Coarse aggregate concrete Installation 24" diameter for Multi Secti 8 115 Vc A Minimum 6' deep* Scoreboards A Requiring Nevco Scoreboard Company Greenville, Illinois 62246 2 Columns Drawing No. 241 -0275 Drawl3RS ..Ms,/24/07 Sheet 1 of 3 4 I 3 2 1 4 1 3 V/ 2 I 1 "A,. Rev " W " " H Scoreboard Weight Distance Between Outer R Board No. Width in Feet Height in Feet in Pounds Edge of Columns Column Size* Column Length * ** 1508 18 5' 11 1/4" 375 10'6" W6 x 15 22' 1 1/4" 0 1515 16 6' 11 1/4" 265 8'6" W6 x 15 23' 1 1/4" p 1530 18 7' 11 1/4" 365 10'6" W6 x 15 24' 1 1/4" 1535 16 5' 11 1/4" 255 8'6" W6 x 15 22' 1 1/4" 3500 18 7' 11 1/4" 270 10'6" W6 x 15 24' 1 1/4" 3514 18 7' 11 1/4" 375 10'6" W6 x 15 24' 1 1/4" 3525 18 8' 11 1/4" 380 10'6" W6 x 15 25' 1 1/4" 3534 18 7' 11 1/4" 385 10'6" W6 x 15 24' 1 1/4" - 5525 12 7' 11 1/4" 280 8'6" W6 x 15 24' 1 1/4" Notes: 1. Placing the support columns at dimension "A" will allow use of the bolt holes in the face of the scoreboard for mounting. 2. *The above figures are to be used as a guide only. See note on sheet 1. 3. * *Column length as shown above uses minimum concrete depth, 10' from bottom of board to ground, scoreboard height in column "H ", c and top of column 5 inches above scoreboard. Column end to bottom of concrete is figured at 3 inches. c J'„r. Detail A Replace all doors after �, ,,�, Re „,, overhangs x; Front bottom edge overhan p �f � M . g g # :', " bottom top edge. (supplied are made \ ,; g Caulk (sup lied '» . ? ' , " ", rr by installer) back joint y a oint and fasten ,,,;° ' + 4t >;, �• ,., . with screws supplied by Nevco � (front and back) `'" t gr°`eg't; „. j' : ` ,,. Screws and hardware provided t by Nevco are found in a small it o _ 4 � l 0 1 � cardboard box behind the main Detail B ,,, a '. ,:t t. . b B ; 4i 4a MS .., :' + ;, ” ,, •, 4 " power door. B z.-t ;:, -,,, ' L `� , ' p Important. Read before installation. , ` , 7 �n V ' Support hangers, don another drawing. '. , yam kv f , s g,; - 4 , Su ort beams, brackets, han ers, etc. are covered , .,.,' x ee �� , ®.. Follow those instructions carefully. Nevco strongly recommends that . , , , 1 . : x, 4» , 4 , ,1 ; „ . 1 v'', you consult a professional engineer or architect familiar with the area y ' e � _, 1 , ,,, G ,/ before attempting installation. Be sure to use the proper number and — ; , i , ,i. ' ' £ , type of screws when c sections of the scoreboard, both '�. p ,, front and back. When making connection, pull Nyq;o �1 r; Remove acces kMix connector into top section. .i f; , r' I door The connections MUST be made; ' Installation for giEVE:10. in the top section. N I Multi Section A Important. Read before installation. Scoreboards - A All personnel who work with electrical connections must be educated in the safe procedures Nevco Scoreboard Company for installing and repairing electrical connections before they are give the responsibility of Requiring 2 Greenville, Illinois 62246 performing such tasks. Those individuals must be knowledgeable of the National Electrical Columns Drawing No. 241 -0275 Code and all installations shall comply with this code. Draw �. lRS /24/07 Sheet2 of 3 4 I 3 4 2 I 1 • 4 I 3 i7 2 I 1 F 7 Notes: Rev B ,� 12 _ 1. Number and placement of f columns covered under model specific drawing t: ��ii 1 - V �, (minimum two columns) o -rn 2. Make sure all connections Top section overlaps ∎ . .. � section � .� � are tight. bottom on 5 5` � k fa ' � 3. Height of assembled boards front -- r ;. £ ,x: k b „s' due to man a��� .� �� 4� ` 4 � "� ��;� varies manufacturing ,. ; a 4 s M. , t° v vA and installation process. See 4 �d �• 3.4 "° ° installation manual. , t — 3s + n r 'x a Diu. ' k • � ; 4. Use drill screws provided (front I - § re I , f , , and back) w e t � l', -.' when joining cabin 4a fi , y i g q ' A ® sect �- y ' "8 gr, �„ � � � � � � r * , -/ b racket (use along lateral joints) i ``� (Supplied by Nevco)„ � - r 3/8" bolt, lock r p _ ` �` e w washer and flat arrktgAte,14sitlel 440# . . washer (supplied x seal joint with ' .� ( pp ....) by Nevco) Overlap reduces caulking , + "� x� �' 5/8" bolt with overall height (supplied by flat washer approximately others) ` approximately ° ' (supplied by others) 3/4" per joint. IF w ; + flat washer and , ��° B lock nut (supplied R�1 5/8" bolt (minimum 0 jf1 s B by others) . 1 0 " ) with flat washer . 7 10 '[ (supplied by others) 4 040:04 P 0 4,./A,14.,,,, ^y Bolt throu h bracket (line — k " ;� through Fill space between up with holes in scoreboard) r scoreboard front and and through column 33/8 in . 1 �, S bracket with 5 8" �ti / Installation MI k - flat washers (supplied bth ll � , for Multi Section A-VOYCN/6, y others) at a (Two High) A � ' brackets A .� v, .z 2 i r Scoreboards Nevco Scoreboard p y re3 ' , . \ z Greenville Illinois 62246 id joint - flange= S bracket R � +" 3 Columns Drawing N o 241 -0275 \ 3 : .Fr ` fits inside mating (Supplied by Nevco) Draw cabinet SRS �/ 24� O7 Sheet 3 of 3 4 I 3 4 2 4 I 3 1 W 2 I 1 All conduit, connectors and I Rev I B Wire Connections boxes must be raintight Black to Line o Scoreboard Face White to Neutral removed for clarity Green to Ground ° II • , . Receiver box (mount to ` ; II front of column and ensure ' ' °$ -; clear line of sight to �I • - - 1 - x • ot „, ,r ,' control location) / — . VI - iitt ,t-r'. Ali ; t � E ; ;I , virtrtA 0.- P it r °•�`g,c r • • �' � r:. • Y w J n C A ki p t o ,M. 7 ." :,:• � 0 1; Back View c ` #� '' '< ill 4 '4% & Scoreboard Signal ' �. ,' r . � (from Front Interior View �„. ' ,' - ':_' : °' . ; a•, : , receiver r „,� i , � �. ' box on column) y� tr ;';v , '�, a , Arg 1‘ 4� Disconnect Switch* I � . : � National Electrical Code requires a disconnect switch within sight of e ' sign or lockable within the building. If neither is available, install a 6 MPC�L disconnect at the scoreboard. se $° Cover to Power Enclosure typically ;; ,,,, opposite Power /Signal holes. ',:' "'} ` - ',, .. °° Insert batteries I Alternate hole locations may be selected by installer. Check new .,„ . ,w (included) Be sure to replace all doors location before drilling. If new . .!r ` "` •, - °�` after installation or service Operator's Controfl location is used, leave plastic MPCW Options plugs in holes provided by Nevco. Connect to power Wireless Outdoor VEV[0 A Important. Read before installation. Scoreboard This sign is intended to be installed in accordance with the requirements of Article 600 of the A Installation Nevco Scoreboard Company 62246 National Electrical Code and /or other applicable local codes. This includes proper grounding oreoaville, Illinois 522x6 • and bonding of the sign. All personnel who work with electrical connections must be educated Drawing No in the safe procedures for installing and repairing electrical connections before they are given the g � 1 275 -0126 , responsibility of performing such tasks. Conduit and fittings are supplied by ins ler. Drawn BRS l 07 / 08 Sheet 1 of 2 . 4 I 3 2 ( 1 4 I 3 . 2 W 1 ETN Power cutouts located behind Home [ Rev' B ETN Power Wire Connections and Guest team names (power is required Black to Line to both). If power is run elsewhere, White to Neutral plug holes with caps supplied by Nevco. D ': Green to Ground ' .,_ ' %, ® Home ETN Powe c .,. _ S ETN Powe , � �;� r ` ;;s.� , �,�.„�::.'. �fi` �• Guest ' "` Power Distribution Cove .� ®,.,� � � W e c rA removed for clarity ,,,^.. T Fs� s L , r � �„ ,fi t o-^ 4 o. tie ' ;" , '"�s 4 r "� � � *''use v "' , '� ._ - r y4 t 1„ : t � eI r , 3"; V q v r ^4 : " :x =F 1 n t e r-io 1 r" © k h , 1 ' fi "V ie w „ ° ' ,,e—,,'4 � \ , .c '?F r ee, ,,"� `",i d-ze, a'F,`- { .• J 3 ! ' '. ` ` . �; c i poi° A Home Electrons ` >-�1 .At x ''� • $ Team Name 4 ,. ,,, „;; 1 ��., ` Guest Electronic 4;701k '� I Team Name fli `rte r * A li " ' p Safety Disconnect Switch* { r n 4 a;)" •" " E 4 „ e � , All conduit, connectors and w� ,a.f 7 w .� t s`''` i boxes must be raintight. s ETN Power Installation 4 4 -4 s � � � t * National Electrical Code re uires a ? k.«� q 1. Open Home' and Guest ETN 's by removing top screws. I it to :44 disconnect switch within sight of 2. Remove Power Distribution Inner Cover on each ETN. ',, �' _., , ; ; sign or lockable within the building. k k If neither is available, install a µ 3. Remove Electrical Box Cover. a�''W; 4. Run power through conduit to electrical box. .I? disconnect at the scoreboard. 5. Connect power as shown above. r ` - 6. Replace inner covers. 7. Close ETN doors and replace screws. Electronic Team / ojQo® A Important. Read before installation. Name Power • This sign is intended to be installed in accordance with the requirements of Article 600 of the A National Electrical Code and /or other applicable local codes. This includes proper Installation Nevco Scoreboard Company p p g rounding on Greenville, Illinois 62246 and bonding of the sign. All personnel who work with electrical connections must be educated Drawing No in the safe procedures for installing and repairing electrical connections before they are given the 275 -0126 responsibility of performing such tasks. Conduit and fittings are supplied by installer. Drawn_ 1 / 07 / 08 Sheet 2 of 2 4 1 3 1 2 r 1