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Permit ,, CITY OF TIGARD BUILDING PERMIT ■ PERMIT #: BUP2008 -00071 COMMUNITY DEVELOPMENT DATE ISSUED: 3/27/2008 TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 2 S 114AA -00100 SITE ADDRESS: 09000 SW DURHAM RD ZONING: R -4.5 SUBDIVISION: LOT: JURISDICTION: TIG PROJECT: TIGARD HIGH SCHOOL Project Description: Replace existing scoreboard. REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: OTR FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: UNK sf N: S: E: W: OCCUPANCY GRP: U2 TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: 18 ft GARAGE: sf OCCU SEP. RATED: BSMT ?: MEZZ ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 12,000 00 Owner: Contractor: TIGARD - TUALATIN SCHOOL DISTRICT 23J MEYER SIGN CO. OF OR, INC. 6960 SW SANDBURG ST 15205 SW 74TH AVE TIGARD, OR 97223 TIGARD, OR 97224 Contact #: PRI 503 - 620 - 8200 Phone: FAX 503 - 620 -7074 Reg #: LIC 64014 FEES Description Date Amount REQUIRED ITEMS AND REPORTS [BUPPLN] Pln Rv 3/12/2008 $87.10 [BUILD] Permit Fee 3/27/2008 $134.00 [TAX] 12% State Surch 3/27/2008 $16.08 Total $237.18 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100. You may obtain a copy of these rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344 // / 4 Issued Byfr `�`� ! `�- 'ermittee Signature: 1 � � �` - /� Call 503.639.4175 by 7:00 a.m. for an inspection that business day. This permit card shall be kept in a conspicuous place on the job site until completion • • _ . oject. Approved plans are required on the job site at the time of each inspection. 46f-t r____r-ter_x___ qc03 Qe)PPlkeic't . ''Building Permit Application Commercial FOR OFFICE USE ONLY City of Tigard Received n vl D;�� Permit No I -eve? t ; EE m . f e /Bv 1�/- 13125 SW Hall Blvd Tigard, OR 9723 ° !' Rev1 .7 q Phone• 503639 4171 Fax 503 598 19 1 Date /B t y " m Other Pei mit T I G ARD Ins Line 503 639 4175 Date Rea y : y ®See Page 2 for Internet www tigard - gov MAR 1 2 LOW Notified /Method MIMEINI Supplemental Information CI T Y®ErtGARni d • TYPE OF WdUILOING DIVISION REQUIRED DATA: 1- AND 2- FAMILY DWELLING ❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed. indicate the value (rounded to the nearest dollar) of all ❑ Addition /alteration /replacement ® Other: Sign equipment, materials, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. ❑ 1- and 2- family dwelling ® Commercial /industrial Valuation: $ ❑ Accessory building ❑ Multi- family Number of bedrooms ❑ Master builder ❑ Other: Number of bathrooms. JOB SITE INNFORMATION AND LOCATION Total number of floors Job site address: 9000 SW Durham Rd. New dwelling area: square feet City /State /ZiP: Tigard, OR 97224 Garage/carport area: square feet Suite /bldg. /apt. no.: Project name: Tigard High School Covered porch area: square feet Cross street /directions to job site: w. of Hall Blvd. Deck area. square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL - USE CHECKLIST Subdivision: Lot no.: Permit fees* are based on the value of the work performed Indicate the value (rounded to the nearest dollar) of all Tax map /parcel no : equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK work indicated on this application & .- - Valuation: $ �G Install (1) freestanding scoreboard sign (�ye © / Existing building area: square feet New building area: square feet - I ® PROPERTY OWNER' , ®TENANT Number of stories: Name: Tigard High School Type of construction: Address: (same as above) Occupancy groups: City /State /ZIP Existing: Phone: ( ) Fax: ( ) New: ' - ` , ` 2 1 APPLICANT., ' ' " - ; ' . , -: ® CONTACT =PERSON - . a ,,, - - NOTICE Business name: (same as contractor) All contractors and subcontractors are required to be Contact name licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: jurisdiction in which work is being performed. If the City /State /ZIP: applicant is exempt from licensing, the following reasons apply: Phone: ( ) Fax::( ) E -mail. CONTRACTOR ` ACTOR -- , Business name: Meyer Sign Co. of Oregon, Inc. , BUILDING PERMITFEES *° Address 15205 SW 74 Ave. (Please refer to fee,schedule) City /State /ZIP: Tigard, OR 97224 Structural plan review fee (or deposit): 9 gel- /fl Phone: (503) 620 - 8200 Fax • (503) 620 - 7074 FLS plan review fee (if applicable): •=--e7 CCB Iic.: 64014 Total fees due upon application: 'l - IC I , Amount received: *g7, r0 Authorized signature: y __ „ow... This permit application expires if a permit is not obtained - within 180 days after it has been accepted as complete. Print name: Steve Murphy Date: 3 - - * Fee methodology set by Tri-County Building Industry �� Q Service Board i.ABuildingA Permits \BC�'COtdl Perm (, App doe 2/23/ 440- 4613T(11/02/COM /WEB) City of Tigard, Oregon 13125 SW Hall Blvd. ® Tigard, OR 97223 March 24, 2008 I t aq* q® , RE: FREESTANDING POLE SIGN : ry k W Proiect Information Permit: BUP2008 -00071 Construction Type: NA Tenant Name: Tigard High School Occupancy Type: U2 Address: 9000 SW Durham Rd. Occupant Load: NA Height: 18 Ft. Area Sq Ft: 130 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition. The submitted plans are approved subject to the following. • Final inspection to be scheduled after sign installed. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfull , 7 an Nelson, Senior Plans Examiner (503)718 -2436 dann @tigard- or.gov Phone: 503.639.4171 ® Fax: 503.684.7297 ® www.tigard- or.gov ® TTY Relay: 503.684.2772 '' i i • J IRS I ow i r- !! 4110"77'.. 7A ' of >.: t f A t t iC i } 900 E Grb Portlan .. o ' s t I { ° + N t . lit AL \ ro .yr , l I • .yl• .. , S .. a ". .'It * S f C t a .1 4r L '" s M Asa i o t a if g li -- jk.,,,,, , N 0 ) g ii;; ' ' ...„1 1 : ''• t ., y r, i , . ... s l < a IS ///iiiip a - y� f r e "^ `�a, fry a - 1 • x.. _ a 3 � T M °9w J 10- ,_ '- t - -. . 0.2006 Tsls.Atles -. ., � , kir }r ' Image O; OMetro!r ortiand r o ` ye x — 1 ' Pointer 45'24;08 07• N,122 *46 d Streamer„ I 1 cipt OF TIGARD Approved •••(-71"' [ Conditionally Approved [ J See Letter to: Follow [ m ltN ba rk "p —A'7/ Per Ada r • CX ��ilAc ' 13y:a ®ri�7a� Date: 4d 0 OFFICE COPY AsLuwur4iaa.agwsax4*io4A,Aat -1,4001- I81 11VS -w1 Q0 �_�; v X1.5 X 1 J ' T jj ECEIVEt LOADING: • I M Y 2 2008 I DESIGN PER 2006 INTERNATIONAL BUILDING CODE (IBC) CITY QF rlGAn® WIND: IBC 94.5 MPH, EXP B MAXIMUM HEIGHT (h) = 18 ft BUILDING DIVISION (3second gust) IMPORTANCE FACTOR (I) = 1 I I K1 = 0.53 (ASCE 7 - 05 Figure 6 - 4) GUST FACTOR (G) = 0.85 K2 = 1.00 (ASCE 7 - 05 Figure 6 - 4) P = qz *G *Cf : K3 = 1.00 (ASCE 7 - 05 Figure 6 - 4) Kz qz I P(psf) h Kzt = 1.00 (ASCE Eqn. 6 -3) 0.57 11.08 1 = 16.9 0 - 15 ft Kd = 0.85 (ASCE 7 - 05 Table 6 - 4) 0.6 12.05 1 = 18.4 15 - 18 ft Cf = 1.80 (ASCE 7 - 05 Figure 6 - 20) B/s = 3.0769 s/h = 0.3611 0.2B = 4.00 ft FORCES: Fl = 0.83 *(2552.1) = 2127 lb Width Height to Height to Area Wind load Force Height to Moment 2C.-c.. bottom (ft) top (ft) (sq. ft.) (psf) (Ibs) center (ft) (ft-lb) 20 15 18 60 18.433 1106 16 5 18249 4' -0.• 12' -0" 4' -0" 20 11.5 15 70 16.947 1186 3 13.25 15718 1.333 0 11.5 15.33 16.947 259.79 5.75 1494 t E = 2552.1 E = 35461 SIGN POLES: (Double Pole) M = 17731 Mu = 1.6M Case B = 29551 (with 20% offset) Fy = 50000 psi cl)Mn = 0.9 *Fy = 45000 psi Mu = 47281 ft -lb Zre = Mu /(1)Fy = 12.608 in3 / /-NEW wtoxzz POST ! � Try a W10 x 22 wide flange beam with a plastic modulus of 26.0 Z = 26 in fb = Mu /Z = 21822 psi <45000 OK New FOOTING I Use W10 x 22 wide flange beam sign posts EMBEDDED POLE: (IBC 1805.7.2.1 NonConstrained) 4 Sa. 1 4 so M 29.551 k -ft O SIGN EL EVATION P 2.127 k Applied lateral force, kips NN h (effective) 13.90 ft distance from ground surface to P, ft q 400 psf /ft allowable soil -brg Table 1804.2, psf /ft q= 2(150)(1.33) =400 * = -- b 5.66 ft 68" dia. or diagonal dimension of a 4.00 post, ft d (estimated) 5.25 ft ESTIMATED embedment, ft 5.25 for pressure * Allowable w/ 1/2" movement at groundline cND PROF for 1500 psf soil bearing UNconstrained Z-3 '_a G I N £ ` c S_1 700 psf q *d_est / 3 V 51669 9 ` I A 1.3 ft 2.34 *P *1000 /(S_1 *b) r II d 5.04 ft A/2 *(1 +(1 +4.36 *h / A) ^.5) OK UNconstrained ? ?4, OREGON 0 6 - , ------ - Use 4' - 0" square x 5' - 3" Embed the posts 4' - 9" into 2000 psi 1 ` G4AY 23 embedment footings concrete backfill as specified in IBC 1805.7.3. EXPI RES: 06 3 -2008 j 9570 SW Barbur Blvd Project Name Tigard Softball Scoreboard Sign End Project # 080157 S Suite One Hundred Portland, OR 97219 -5412 Location Tigard, OR MILLER Client Tigard High School CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By KS Ck'd t'J Date 2/21/2008 Page 1 of 1 D ICS . v 0 ', � � $ h _� _ y ; ;a .a r a c's �� � r t c �: e 1x rz `t s s fi @ t 1 ,,� _. Optional programmable le Team 4 ,- t 4 141 Name Message Center � .� j„3+ 4 S r.�, +� -� s� ,. :., a 3 . FNMCI S5" sib t ,, ..., • x `, � 4 .... c - " .' y b' �. r r -� +: r r r r, J d } 'y r t, L :o ff ;.a -^—'t N(' a 4' £ I XIS" .,1„,s . .a . a, t&.,.0. a,,, .«a :& "a .1: "�n,!°b?�+.�..... ... a 0, k�..._wu4 A -2004 BASEBALL/SOFTBALL SCOREBOARD SPECIFICATIONS This baseball /softball scoreboard displays HOME and GUEST scores for each inning up to nine innings, BALL to three, STRIKE to two, OUT to two, H/E (hit or error) up to nine and RUNS up to 99 BA -2004: Model Digit Digit Max Volts Amps Weight Technology Description Power BA-2004-11/21 LED 7 segments (1) 900 W 120 V AC 7 5 A 600 lb (273 kg) BA- 2004 -31 LED 7 segments (1) 600 W 120 V AC 5 0 A 600 lb (273 kg) BA -2004 with 8x32 programmable team name message centers (not available with -31 models): Model Digit Digit Max Volts Amps Weight Technology Description Power BA-2004-11/21 LED 7 segments (2) 1200 W 120 V AC 10 A 720 lb (327 kg) PRODUCT SPECIFICATIONS PRODUCT SAFETY APPROVAL: ETL listed to UL Standards 48 and 1433. Tested to CSA standards and CE labeled for outdoor use DIMENSIONS: Height 6' -6 ", Width 20' -0 ", Depth 6" (1981 mm, 6096 mm, 152 mm) CONSTRUCTION: Alcoa aluminum alloy 5052 for excellent corrosion resistance DIGITS /INDICATORS: BALL, STRIKE, OUT, and H/E digits have a nominal digit size of 1 8" (457 mm) high All other digits have a nominal size of 1 5" (381 mm) high Digits can be dimmed for night viewing Notes: 1 Seven bar segments per digit, red (41 1) or amber ( - 21) Pana View'" LED digits 2 Seven bar segments per digit, red (-31) DtstaVtew LED digits 3 TNMC LEDs are the same color as the LED digits on the scoreboard 51061507 -04478 Page 1 of 3 331 32nd Avenue, ?O Box 5128, Brookings, SD 57006 p Phone, 800 - 325.8766 or 605 -697 -4300 Fax 605 -697 -4700 www daktronics corn E -mail soles @daktronics corn DAKTRDN I CS BA-2004 CTSPECIFICATIONS (C TI ) CAPTIONS: HOME and GUEST captions are 12" (305 mm) high RUNS and inning number captions are 8" (203 mm) high BALL, STRIKE, H/E and OUT captions are 10" (254 mm) high CABINET COLOR: More than 150 colors (from Martin Senoure paint book) are available at no additional cost OPERATING TEMPERATURES: Display -22 to 1 22 degrees Fahrenheit ( -30 to 50 degrees Celsius) Console 32 to 1 22 degrees Fahrenheit (0 to 50 degrees Celsius) ALL SPORT° 5010 CONTROL CONSOLE: Control console electronics are housed in a rugged aluminum case Console has a large 32- character backlit liquid crystal prompting display to verify entries and recall information currently displayed. Case and sealed membrane keyboard make console face water - resistant. Console is capable of controlling other sports throught the use of keyboard inserts A 20' (6096 mm) control cable and a 6' (1 829 mm) power cord are supplied The power cord plugs into a standard grounded 120 V AC outlet Maximum power demand is 6 watts All 230 V AC scoreboards use All Sport 5020 control consoles CONTROL CABLE: One -pair shielded control cable of 22 AWG minimum is required JUNCTION BOX: A cover plate with mounted connector and standard 2" x 2" x 4" (51 mm, 51 mm, 102 mm) outlet box is provided Connector mates with connector from control console SERVICE ACCESS: Digit panels and electronics are serviced from the front of the scoreboard MOUNTING: The scoreboard is typically mounted on two vertical beams Maximum beam width is 12" (305 mm) GENERAL INFORMATION: Scoreboard provides scoring capability for two teams 100% solid state electronics housed in an all aluminum cabinet This scoreboard is shipped in one section and includes hardware to mount the section on two poles. Hardware for additional poles is available at additional cost, Heavy -duty 6 amp solid -state switching device is located on the driver to reduce display failure rate Specifications and pricing are subject to change without notice WARRANT /SERVICE PLAN: Exclusive Daktronics Gold' plan in the U.S and Canada (see SP10093 for more information) OPTIONS: 1 Durable carrying case for control console 2 Logo /sponsor panels 3 Scoreboard border striping *4 Team name in place of HOME *5 Changeable team name panels * " *6 Programable team name message centers (8x32) 7. Electronic message display 8 Protective netting 9 2 4 GHz spread spectrum radio control 10. Alternate caption colors available (see SL06409) 11 Individual digit protective screens *Options only available for BA -2004 without programable team name message centers * * *Programmable tears name message centers are not available with BA -2004 with DrstaVrewTM (-31) digits 51061507 -04478 Page 2 of 3 331 32nd Avenue, PC) Box 5128, Brookings, SD 57006 Phone 800- 325 -8766 or 605 - 6974300 Fox 605- 697 -4700 www daklrunics corn [ -mad sales @daklionics cum BA-2004 CT SPECIFICATIONS (CONTINUED) OPTIONAL LOGO /SPONSOR PANELS: Backlit: Non - Backlit: Height Width Height Width 1' -6" (457 mm) 20' -0" (6096 mm) 1' -6" (457 mm) 20' -0" (6096 mm) 2' -0" (588 mm) 20' -0" (6096 mm) 2' -0" (610 mm) 20' -0" (6096 mm) 3' -0" (882 mm) 20' -0" (6096 mm) 2' -6" (762 mm) 20' -0" (6096 mm) 3' -8" (1 1 18 mm) 20' -0" (6096 mm) 3' -0" (914 mm) 20' -0" (6096 mm) 4' -0" (1219 mm) 20' -0" (6096 mm) 4' -0" (1219 mm) 20' -0" (6096 mm) 4' -6" (1372 mm) 20' -0" (6096 mm) 4' -6" (1372 mm) 20' -0" (6096 mm) 5' -0" (1524 mm) 20' -0" (6096 mm) 9' -0" (2743 mm) 20' -0" (6096 mm) * For additional information on ordering logo /sponsor panels, see SL04014 FOR ADDITIONAL INFORMATION REFER TO: 1 Installation Specifications Drawing #1091 -R10A- 152777 2 Scoreboard manufacturing drawing #1091 -R10A -44412 3. System Layout Drawing # 1091 -R 10A -54952 and #1 196 -R04A- 124690 4 Single - Section Outdoor Generation IV LED Scoreboards, Display Manual ED -16959 5 Single - Section DistaViewTM Outdoor LED Scoreboards, Display Manual ED -16962 For additional information on Daktronics scoring /timing products, call 605- 697 -4300 or 800 - 325 -8766 All Sporty, DistoViev✓`', Golc ° and PanaVrew* are trademarks of Daktronics, Inc Martin Senoui is a registered trademark of its owner SLO61507 -04478 Page 3 of 3 Copyright © 2003 -2007 Daktronics, Inc For faster service call the appropriate sales group toll -free: $ .t 800- DAKTRONICS (800- 325 -8766) General Sales 888 -DAK SCORE (888-325-7267) High School /Park & Rec Sales 888 -DAK SIGN (888- 325 -7446) Commercial Sales 800 -558 -9526 Business Communications Sales 888 -DAK TIME (888- 325 -8463) College /University Sales DAKTF20N I CS 888- CHRONDEK (888- 247 -6633) Auto Racing Sports 20' -0" - - 4' -0" -.---{ 10' -0" TO 12' -0" Ir ' AD PANEL (OPTIONAL) 1--------11111111111111 I 6 6" MOUNTING SCOREBOARD BRACKETS B - Ilia KNOCKOUTS FOR POWER & SIGNAL LOCKABLE CONDUITS L SIGNAL POWER DISCONNECT CONTRO A CABLE IN CONDUIT 1 PAIR, 22 AWG GROUND WIRE 1 t D .I t •,Q ‘, - -i - -- TO CONTROL LOCATION t } # t ,aI- = - -PTO MAIN POWER BREAKER PANEL I. # d I I #. } . 1 DIAMETER - GROUND GROUND ROD REINFORCED CONCRETE FOOTIN ELECTRICAL REAR VIEW POWER CABLE MUST HAVE A SEPERATE GROUND CONDUCTOR SCOREBOARD MUST BE CONNECTED TO A GROUND ROD AT SCOREBOARD LOCATION. BA -2004, BA -2005, & BA -2011 VERTICAL AD PANEL COMBINED DESIGN WIND VELOCITY DISTANCE HEIGHT HEIGHT (A) (B) 70 MPH 80 MPH 90 MPH 100 MPH NONE 16' -6" BEAM W8X18 WBX21 W10X22 W8X24 FOOTING 2.5'X6.6' 2.5'X7.3' 2.5'X8.0' 2 5 10 FT BEAM W12X26 W14X30 W10X33 W12X35 4 FT 20' -6" FOOTING 25'X8.2' 2.5'X9 1' 25'X9.9' 2.5'X10.8' FOOTING DIMENSIONS ARE SUGGESTIONS NONE 18' -6" BEAM W8X21 W10X22 W12X26 W12X26 ONLY, PROVIDED TO ASSIST WITH FOOTING 25'X70' 2.5'X7.7' 2.5'X8.4' 25'X9.1' ESTIMATING INSTALLATION COSTS, AND 12 FT BEAM W14X30 W10X33 W14X38 W12X40 ARE NOT INTENDED FOR CONSTRUCTION 4 FT 22' -6" PURPOSES, FOOTING 3 0'X8.0' 3.0'X8 8' 3.0'X9.6' 3.0 4' NONE 20' -6" BEAM w10x22 w12x26 w12x26 w14x30 COLUMNS AND FOOTINGS MUST BE 14 FT FOOTING 30'x68' 30'x75' 3.0'x82' 3.0'x8.8' DESIGNED BY A STATE LICENCED 4 FT 24' -6" BEAM W10X33 W14X38 W12X40 W14X43 ENGINEER DAKTRONICS DOES NOT FOOTING 3.0'x8.3' 3.0'x9.1' 3.0'x10.0' 3.0'x10.8' ASSUME ANY LIABILITY FOR ANY NONE 22' -6" BEAM W12X26 W14X30 W10X33 W12X35 INSTALLATIONS DERIVED FROM THIS FOOTING 30'x7 3.0 3.0'x85' 30 INFORMATION OR DESIGNED AND 16 FT BEAM W14X38 W12X46 W14X43 W14X48 INSTALLED BY OTHERS 4 FT 26' -6" FOOTING 3.0'x8.6' 3.0'X9 5' 3.0'x10.4' 3.0'x 11.2' — NONE 24' -6° BEAM W14X30 W10X33 W12X35 W16X40 A NOTE ABOUT BEAM NOMENCLATURE. FOOTING 3.0'x7 3' 3.0'x8 1' 3 O'x8 8' 3.0'x9 5' 1 8FT For a typical beam, W12x30 for example, "W" 4 FT 2 8' -6" BEAM — W12X40 _ W14X43 W14X48 W14X53 yP P FOOTING 3.0'x8.9' 3 O'x9.8' 3.0'x107' 30'x11.5' stands for "Wide-Flange Beam" The first BEAM W10X33 W12X35 W16X40 W12X40 number (12) is the approximate front to rear NONE 26' -6" FOOTING 3.0'x7.6' 30'x84' 3.0'x9.7' 30'x9.9' dimension of the beam in inches The second 20 FT BEAM W12X40 W12X48 W14X53 W14X61 number (30) is the weight per foot in pounds 4 FT 30' -6" This numbering is standard in the steel industry • FOOTING 3.0'x92' 30'x10.1' 3.0'x11.0' 3.0'x71.9' Widths vary from 8 to 14 inches in this chart FOOTING = DIAMETER X DEPTH CHANGED POLE SPACING TO 10' - 12' DAKTRONICS, INC. BROOKINGS, SD 57006 03 9 NOV 05 JKU ADDED BA -2011 IN TEXT PROJ• OUTDOOR INCANDESCENT SCOREBOARDS 02 15JANO3 MCOPL TITLE INSTALLATION SPECIFICATIONS; BA- 2004/2005/2011 ADDED BA -2005 IN TEXT DES BY MCOPLAN DRAWN BY MCOPLAN DATE 23JULY01 01 08AUG01 MCOPL RE REV DATE DESCRIPTION BY APPR 03 SCALE 1 =9 0 APPR BY 1 09 1 R 10 A - 152777 03 / 3/8" BOLT AND HARDWARE (NOTE _ THEY MUST BE ORIENTED AS SHOWN WHERE TWO i OUTER MOUNTING CLAMP CLAMPING BAR j UPPER SECTIONS MEET AND #10 TAPPING SCOREBOARD SCREWS. SECTION ANGLE AT REAR OF BEAM 11� �� �Alllm �. �. Y i i n. r ..... v ... ������� 1/2-13 THREADED ROD o r-- �� �wAA�AI SCOREBOARD ,� HORIZONTAL 1/2" NUT AND LOCK WASHER MEMBER INNER MOUNTING FRONT OF SCOR BOARD CLAMP 1/2" SQUARE NUT SCOREBOARD SECTION BEAM SIDE VIEW 1/2 -13 HEX NUT NOTE CLAMPING BARS AND HARDWARE MAY HAVE TO BE REMOVED IN ORDER TO 1/2" SPLIT -LOCK WASHER INSTALL THE INNER AND OUTER MOUNTING t CLAMPS CLAMPING ANGLE FRONT OF DISPLAY ® 1/2-13X15" LONG THREADED ROD DISPLAY OUTER . s i 0 0 MOUNTING CLAMP II MOMMEMMO ! 3/8- 16X2 BOLT O. LAMP Ir /� , '■,.ii:;'.. / rc4P TOP VIE ANGLE INNER MOUNTING CLAMP r� 1=10 d SPLIT -LOCK WASHER �' ri - THREADED RODS RUN ALONG BOTH SIDES OF BEAM 3/8-16 HEX NUT o - THEY DO NOT PASS THROUGH MOUNTING HARDWARE THE FLANGES OF THE BEAM 1/2 -13 SQUARE NUT - NO DRILLING IS NECESSARY. DAKTRONICS, INC. BROOKINGS, SD 57006 PROS. OUTDOOR SCOREBOARDS TITLE DISPLAY MOUNTING DES BY JHEIDER DRAWN BY JHEIDER DATE 29 AUG 90 REVISION APPR BY 1 0 91 R 10 A 4 4 41 2 REV DATE DESCRIPTION BY APPR DD SCALE 1 =5 4 BA ENCLOSED 16 COLUMN MASTER DRIVER AND POWER /SIGNAL ENCLOSURE @1. I. (THE COVER HAS BEEN REMOVED TO ENCLOSED 16 COLUMN SLAVE DRIVER SHOW THE COMPONENT DETAIL) "' AND POWER /SIGNAL ENCLOSURE @2 (THE COVER HAS BEEN REMOVED TO KNOCKOUTS FOR CONDUIT • SHOW THE COMPONENT DETAIL) PROVIDED IN REAR OF SCBD @2 BALL °® 0 .. . =� e m 118" 1 -L.=..---I' " NO ' 11 81 DAKTRONICS -- - ' - -- 3 4 - -- 7 8 . 9 .. I G UEST: . 6 „. f H IYIL "" ps, 5 5• . NOTE SOME CAPTIONS HAVE BEEN REMOVED TO SHOW DETAIL FRONT VIEW BA W/ TNMC ENCLOSED 16 COLUMN MASTER DRIVER AND POWER /SIGNAL ENCLOSURE @1 (THE COVER HAS BEEN REMOVED TO ENCLOSED 16 COLUMN SLAVE DRIVER SHOW THE COMPONENT DETAIL) AND POWER /SIGNAL ENCLOSURE @2 (THE COVER HAS BEEN REMOVED TO KNOCKOUTS FOR CONDUIT SHOW THE COMPONENT DETAIL). PROVIDED IN REAR OF SCBD @2 .r •,: 1 ,14.„ . � . 3 4. 7.. 8..9.. • DAKTRONICS I. 6 NOTE SOME CAPTIONS HAVE BEEN REMOVED TO SHOW DETAIL HINGED ACCESS DOORS REMOVED TO SHOW THE LED DRIVER AND 18" = DIGIT SIZE 05 = LED DRIVER CONNECTOR THE POWER /SIGNAL ENCLOSURE 1 THE CONCEPTS EXPRESSED AND DETAILS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND PROPRIETARY. DO NOT REPRODUCE BY ANY MEANS, INCLUDING ELECTRONICALLY WITHOUT THE =■ EXPRESSED WRITTEN CONSENT OF DAKTRONICS, INC. COPYRIGHT 2004 DAKTRONICS, INC DAKTRONICS, INC. BROOKINGS, SD 57006 y PROJ OUTDOOR LED SCOREBOARDS TITLE COMPONENT LOCATIONS; BA-2004-11/-21, FD, G3 DES BY KBRICKER DRAWN BY KBRICKER DATE 30 NOV 04 RE REV DATE DESCRIPTION BY APPR 00 APPR BY SCALE 1 =40 1 19 2 R 0 8A - 2 2 8 6 6 8 CITY OF TIGAR® 1( IA Petoo, on l BUILDING DIVISION k PERMIT #: 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: Phone: (503) 639 -4171 p� ' �'�� � I. Inspection Requests (24 Hrs.): (503) 639 -4175 ' �'I INSPECTION WORKSHEET FOR DATE: I tlVi i� r TIME: PAGE: SITE ADDRESS: qt0b D.,\ GAO, CLASS OF WORK: SUBDIVISION: LOT #: TYPE OF USE: PROJECT NAME: )1).) DESCRIPTION: �/ � jfi l � A r b 0 c-- f OWNER: PHONE #: CONTRACTOR: PHONE #:, Inspection Request Scheduled For: Date: Pour Time Code # Inspection Description Confirm # Contact # Message e 2A 41 u ( . . - ( e_ -- 4, j, , ,, Corrections /Comments /Instructions: O 5 a I,c oo s- DD (51'61 L i oq 4i_A- 6.}tyt 0_0‘, Q&s-ae 4-z - 1) <-1 o P----C k(2.g --4N<,, cJo p v-e.... efi_....rs," 1.3k . I Aid e - frkz-ce i S I n PASS ❑ PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS FAIL n CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: ‘� �,/4 Date: 1 0 Q (> Phone #: (503) 718 - 2-424 CITY OF TIGARD BUILDING DIVISION ,-, PERMIT #: BUP20()8 00011 13125 SW Hall Blvd., Tigard, OR 97223 ATE IS D: 3/27/2008 Phone: (503) 639 -4171 1 fJl / Inspection Requests (24 Hrs.): (503) 639 -4175 ..!. :_.. / /'" i INSPECTION WORKSHEET FOR DATE: 5/13/2008 TIME: 7:02AM PAGE: 34 SITE ADDRESS: 09000 SW DURHAM RD CLASS OF WORK: SUBDIVISION: LOT #: TYPE OF USE: PROJECT NAME: TIGARD HIGH SCHOOL DESCRIPTION: -r exts.ing.scot'e oard: OWNER: TIGARD- TUALATIN SCHOOL DISTRICT 23J, PHONE #: CONTRACTOR: MEYER SIGN CO. OF OR, INC. PHONE #: 503- 620.8200 Inspection Request Scheduled For: Date: 5/13/2008 4 Pour Ti e: 1: Code # Inspection Description Confirm # Contact # Mes -ge ,, r0 � 205 Footing 069770 -01 503 - 620.8200 , Vv ifioji ' ..••••"---\.... 5 _ 0 - 4 . Corrections /Comments /Instructions: • a0 _____ ( ELC:76o - - CO )4 -,-- 0 Nr0— L. N J 0 CIAL--Q--CC___ - _. 5AJL--Q, S ,-\..___a___*_e_O ___ PASS ❑ PARTIAL APPROVAL ❑ CANCEL 7 NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: � Date: �/ \/ Phone #: (503) 718- 2Y2'