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Permit Building 2019-10-24
SCOREBOARD (BY OTHERS) VERIFY MODEL NUMBER PER SCHEDULE FOOTING (BELOW), TYP. I. EQ. rffim SCOREBOARD POST PER SCHEDULE, TYP. 2 CONNECTION TO POST SR (DESIGN BY OTHERS), TYP. 12 •O FOOTING,.. MIN. POST SPACING PER SCHEDULE EQ. VERIFY MAX. SCOREBOARD WIDTH PER SCHEDULE r SCOREBOARD POST & FOOTING PLAN S101 SCALE: N.T.S. MAX HEIGHT '-F PER SCHEDULE o� OQ) W J cUn=o �o + BOTTOM OF SCOREBOARD 1 S10 R C a POST & FOOTING x PL4 END CAP, WELD` ALL AROUND J" EFFECTIVE BEVEL` -GROOVE SCOREBOARD & AD PANEL (BY OTHERS) VERIFY MODEL NUMBER PER SCHEDULE :I CONNECTION TO POST (DESIGN BY OTHERS) �JSCOREBOARD POST PER SCHEDULE -SLOPE TOP OF FOOTING 5 AWAY FROM POST AT ±29 3" CLR. V �-- FINISHED GR4DE 3'-6" DIA. ROUND FOOTING (�L POST & EMBEDDED FOOTING 5101 SCALE: N.T.S. it U N CAST -IN-PLACE CONCRETE FOOTING 15 BAR 18" LONG THROUGH J" DIA. HOLE IN STEEL POST �(13) J4 LONGITUDINAL BARS, CONTINUOUS AT EQUAL SPACING AROUND PERIMETER OF FOOTING. #3 HOOP TIES D=21 TYP. w/ STD. HOOKS �yh AT 12'o.c. ROTATE HOOK LOCATION AT EACH LAYER GENERAL NOTES: 1, CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE IN GENERAL CONFORMANCE WITH CONSTRUCTION DETAILS OF A SIMILAR NATURE ELSEWHERE ON THE PROJECT. J. DESIGN IS APPLICABLE ONLY TO THOSE SCOREBOARD MODELS SCHEDULED, AS MANUFACTURED BY DAKTRONICS. 4. MOUNTING HEIGHT FROM FINISHED GRADE TO TOP OF SCOREBOARD SHALL NOT EXCEED THE SCHEDULED 'MAX HEIGHT". 5. MOUNTING CONNECTIONS: TC SUPPORT POST SHALL BE DESIGNED BY OTHERS. 6. ALL SCOREBOARDS SHALL 'BE SUPPORTED BY A MINIMUM OF TWO STEEL POSTS PER SCHEDULE CENTER SCOREBOARD ON CENTER OF POST SPACING PER DETAIL 1/S101. 7. POST SPACING SHALL BE GREATER THAN OR EQUAL TO THE SCHEDULED SPACING. VERIFY SPACING REQUIREMENTS WITH SCOREBOARD MANUFACTURER. 8. POST & FOOTING DESIGNS INCLUDE SCHEDULED SCOREBOARD & MAXIMUM 2'-0" TALL ADVERTISEMENT PANEL ONLY. OTHER BILLBOARDS OR SIGNAGE ARE NOT PART OF THIS DESIGN. 9. FOOTING DESIGN UTILIZES A TWO TIMES FACTOR FOR ALLOWABLE LATERAL BEARING PRESSURE, AS PERMITTED FOR ISOLATED POSTS SUPPORTING SIGNS (2014 OSSC 1806.3.4). 10. CONCRETE MIX DESIGN SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: a. MINIMUM f'c = 3000 PSI 6. MAXIMUM w/c RATIO = 0.47 11. REINFORCING BARS SHALL BE ASTM 615 GR. 60. 12. WIDE FLANGE POSTS SHALL BE ASTM A992 Fy = 50 KSI SCOREBOARD POST & FOOTING SCHEDULE MODEL # MAX. SCOREBOARD + AD PANEL DIMS. ** MAX. HEIGHT MIN. POST SPACING MIN. FOOTING MIN. POST DEPTH EMBED MIN. POST SIZE BA -2030 ° .a'. •p• ° •� 8'-6" 5'-6" W8x24 FS -824 O22 0" W IYj VJ J i qv' ' ° • 4 BA 2022 v,zXo r 8'-0" 8'-3" a W8x21 = WOWCL LOz 1A O li J O 0 O V V) 0 1 -- OWL=S w O LLJ 2 LU w/ W Ow k ` --t Z t / revisions: � a fV l/7 0041 V i ..,' 6 a 4 C 3'-6" DIA. ROUND FOOTING (�L POST & EMBEDDED FOOTING 5101 SCALE: N.T.S. it U N CAST -IN-PLACE CONCRETE FOOTING 15 BAR 18" LONG THROUGH J" DIA. HOLE IN STEEL POST �(13) J4 LONGITUDINAL BARS, CONTINUOUS AT EQUAL SPACING AROUND PERIMETER OF FOOTING. #3 HOOP TIES D=21 TYP. w/ STD. HOOKS �yh AT 12'o.c. ROTATE HOOK LOCATION AT EACH LAYER GENERAL NOTES: 1, CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE IN GENERAL CONFORMANCE WITH CONSTRUCTION DETAILS OF A SIMILAR NATURE ELSEWHERE ON THE PROJECT. J. DESIGN IS APPLICABLE ONLY TO THOSE SCOREBOARD MODELS SCHEDULED, AS MANUFACTURED BY DAKTRONICS. 4. MOUNTING HEIGHT FROM FINISHED GRADE TO TOP OF SCOREBOARD SHALL NOT EXCEED THE SCHEDULED 'MAX HEIGHT". 5. MOUNTING CONNECTIONS: TC SUPPORT POST SHALL BE DESIGNED BY OTHERS. 6. ALL SCOREBOARDS SHALL 'BE SUPPORTED BY A MINIMUM OF TWO STEEL POSTS PER SCHEDULE CENTER SCOREBOARD ON CENTER OF POST SPACING PER DETAIL 1/S101. 7. POST SPACING SHALL BE GREATER THAN OR EQUAL TO THE SCHEDULED SPACING. VERIFY SPACING REQUIREMENTS WITH SCOREBOARD MANUFACTURER. 8. POST & FOOTING DESIGNS INCLUDE SCHEDULED SCOREBOARD & MAXIMUM 2'-0" TALL ADVERTISEMENT PANEL ONLY. OTHER BILLBOARDS OR SIGNAGE ARE NOT PART OF THIS DESIGN. 9. FOOTING DESIGN UTILIZES A TWO TIMES FACTOR FOR ALLOWABLE LATERAL BEARING PRESSURE, AS PERMITTED FOR ISOLATED POSTS SUPPORTING SIGNS (2014 OSSC 1806.3.4). 10. CONCRETE MIX DESIGN SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: a. MINIMUM f'c = 3000 PSI 6. MAXIMUM w/c RATIO = 0.47 11. REINFORCING BARS SHALL BE ASTM 615 GR. 60. 12. WIDE FLANGE POSTS SHALL BE ASTM A992 Fy = 50 KSI SCOREBOARD POST & FOOTING SCHEDULE MODEL # MAX. SCOREBOARD + AD PANEL DIMS. ** MAX. HEIGHT MIN. POST SPACING MIN. FOOTING MIN. POST DEPTH EMBED MIN. POST SIZE BA -2030 20'-0" W x 8'-6" H 17'-6" 11'0" 8'-6" 5'-6" W8x24 FS -824 14'-0" W x 6'-0" H 15'-0" i qv' ' C-4" 4'-6" W8x18 BA 2022 16'-0" W x 8'-6" H 17'-6" 8'-0" 8'-3" 5'-6" W8x21 **SCOREBOARD + AD PANEL HEIGHT LISTED ABOVE INCLUDES A MAX. 2'-0* TALL ADVERTISING PANEL MOUNTED DIRECTLY BELOW THE SCOREBOARD, IN ADDITION TO THE SCOREBOARD. AD PANEL SHALL NOT EXCEED 200 LBS. i►z— DESIGN CRITERIA t p Z� G WINO LOAD DESIGN CRITERIA BASIC WIND SPEED -3 SEC GUST (Mph) 120 RISKCATEGORY 11 WIND EXPOSURE C ANALYSIS PROCEDURE USED ASCE 7-10 Ch 29.4 I DEAD LOAD DESIGN CRITERIA I BA -2030 FB -824 BA -2022 SIGN DEAD LOAD (Ib) 600 200 525 POST DEAD LOAD (plf) 25 SOIL LOAD DESIGN CRITERIA BASICALLO WABLE BEARING PRESSURE (psO 1500 SHORT-TERM ALLOWABLE BEARING PRESSURE (psf) 2000 BASIC ALLOWABLE LATERAL BEARING PRESSURE (psf) 100 SHORT-TERM ALLOWABLE LATERAL BEARING PRESSURE (psf) 267 �&DPRpF �0 I w #67092PE Digitally signed by Ricardo Hernandez OREGON N �9n QFC 3 00 Renews: JUNE 3Q 2021 inuanch INEERING.- 8bwlm civil • transportation structural • geotechnical 5pringfie1d,0R97477 p: 541.746.0647 w. Branch Englneering.com wwspringfield OR Albany OR L7 z, P 0' IL 0 LJJ0 LLI 00 2 W ca 1A O li J O 0 O V V) 0 1 -- CO mw w O LLJ 2 LU w/ W Ow t~n u. UQ --t Z t / revisions: � a fV l/7 drawn by: JJA designer: JJA project no: 19-03 5:1 PLAN, DETAIL, & NOTES sn�et: S101 aio9 2- k - P -ms s-2�r This outdoor LED football scoreboard displays period time to 99:59, HOME and GUEST scores to 99, and indicates current QTR (quarter). When period time is less than one minute, the scoreboard displays time to 1/10 of a second. Scoreboard shown with optional striping and amber PanaView® digits. 4'-0" H x 14'-0" W x 8" D (1.22 m, 4.27 m, 203 mm) 140 Watts, 1.2 Amps 300 Watts, 2.5 Amps Scoreboard requires a dedicated circuit. Models with 240 VAC power at half the indicated amperage are also offered (International Use Only). DIGITS & INDICATORS • All digits are 24" (610 mm) high. All indicators are 2" (51 mm) high. • Select red, amber, or white LED digits and indicators. • Scoreboard features robust weather -sealed digits (see DD2495641s). • Digits may be dimmed for night viewing. CAPTIONS • HOME and GUEST captions are 12" (305 mm) high. QTR caption is 10" (254 mm) high. • Standard captions are vinyl, applied to the display face. WWW.DAKTRONICS.(OM E-MAIL: SALES@DAI(TRONI(S.COM 201 Daktronics Drive, PO Box 5128, Brookings, SD 57006 Phone: 1-800-325-8766 or 605.692.0200 Fax: 605697-4746 DD2167261 091018 Page 1 of 7 DISPLAY COLOR Choose from 150+ colors (from Martin Senour® paint book) at no additional cost. CONSTRUCTION Alcoa aluminum alloy 5052 for excellent corrosion resistance PRODUCT SAFETY APPROVAL ETL-listed to UL 48, tested to CSA standards, and CE -labeled OPERATING TEMPERATURES • Display: -22° to 122° Fahrenheit (-30° to 50° Celsius) • Console: 32° to 130° Fahrenheit (0° to 54° Celsius) DAKTRONICS #=; a FB -$24 PRODUCT SPE01FICATIONS : CONTROL CONSOLES CONTROL OPTIONS Wired (standard): One -pair shielded cable of 22 AW(- minimum is required. A cover plate with All S orfs 5000 mounted connector and standard 2" x 4" x 2" (51 mm x 102 mm x 51 mm) outlet box is orovioed. P Connector mates with signal cable from control console. (see 503991) ----------------------------------------- -------------------------------------- Wireless (optional): 2.4 GHz spread spectrum radio features 6d non -interfering channels and 8 broadcast groups (see 5104370). RC -200 (see DD3715714) Optional wireless handheld controller features 2.4 GHz sproad s� actrum radio with 6Z non -interfering channels and 8-10 hours of operation via internal rechargeable battery. SEGMENT TIMER MODE The segment timer mode is ideal for keeping practices on schedule. The horn at the end of a segment allows coaches and athletes to focus on the practice and to listen for the horn when it is time to change drills (see SL -04004). TIME OF DAY MODE This scoreboard features a Time of Day (TOD) mode that allows it to act as a clock when the control console is unplugged or off. Refer to the scoreboard installation manual for instructions on how to enable the Time of Day mode. MOUNTING Scoreboard is typically mounted on two vertical beams or poles. Hardware to mount scoreboard on two beams is included; hardware for more beams is at additional cost. Standard mounting uses I-beam clamps. Optional mounting method using angle brackets is also offered; maximum beam width is 12" (305 mm) and maximum beam depth is 22" (559 mm). Refer to attached drawings for more information on mounting methods. SERVICE ACCESS Digit panels and electronics are serviced from the front of the scoreboard. OPTIONS & ACCESSORIES • Scoreboard border striping • Multiple caption and striping colors (see DD2101644.) • Team name caption in place of HOME • Team names on changeable panels • Reversible PERIOD and HALF caption panel • Horn • Individual digit protective screens (seeL,S 04939) • Protective netting (see DD2690927) • Optional angle bracket mounting method • Advertising/identification panels • Decorative accents • Electronic message centers and video displays in multiple sizes WWW.DAI(TRONICS.COM E-MAIL: SALES@DAI(TRONI(S.COM All Sportm and PonaYfewO are trademarks of Daktronics, Inc. Martin Senour® is a registered trademark of its owner. DD2167261 091018 Page 2 of 7 Copyright 0 2011-2018 Daktronics, Inc. GENERAL INF OrUAATION Scoreboard provides scoring capabilities for two teams. 100% solid state electronics are housed in an all aluminum cabinet. Scoreboard is shipped in one section. Scoreboard power is to be provided on a dedicated circuit to prevent loss of game information due to failure of another component on the circuit. Specifications and pricing are subject to change without notice. ADVERTISING/IDENTIFICATION PANELS Baddit &Non -Backlit: P-6" H x 14'-0" W (457 mm, 4.27 m) 2'-0" H x 14'-0" W (610 mm, 4.27 m) 2'-6" H x 14'-0" W (762 mm, 4.27 m) For additional non -backlit panel sizes, see SL -03761. FOR ADDITIONAL INFORMATION • Installation Specifications: DWG -1 157187 (attached) • Standard I-beam Mounting: DWG -1052565 (attached) • LVX I -Beam Mounting: DWG -3918361 (attached) • Optional Pole Mounting: DWG -1048184 (attached) • Component Locations: DWG -3028341 (attached) • Architectural Specifications: See SL -05219 ALTERNATE CAPTIONS & SCORING MODES Optional HALF & PERIOD captions are on a reversible panel. ..-H WE PERIOD11 us _ Lacrosse/Field Hockey Mode J Soccer Mode AAL DAKTRONICS 14•_0„ �{ DISPLAYIj HEIGHT S� GRADE DISPLAY HEIGHT IS MADE UP OF ANY COMBINATION OF SCOREBOARDS, AD PANELS, TRIICSFS_ AND MFSSACF_ CENTERS HEIGHT ABOVE GRADE CONCRETE DRILLED j• f PIER FOUNDATION _ 2 I FOOTINGjjDEPTH FRONT VIEW FOOTING DIAMETER 9 —11 --i A LAYOUT VIEW COLUMNS 6: FOOTING ONLY TABLE A - MOUNTING Ioc o —REARVIEW HSS4X� X4fs TYr. BUCPLI'IG BP\CE SEE TABLES FOR REQ'JIRED USE —ONLY ONE BRACE REQUIRED •DENJT_!. 8LCI:LING BRACES REQUIRED CONCPETE SLOPED AT 29 AWAY FROH COLUMNS GR..DE Tr AVOID WATER PONDING SIDE VIEW HEIGHT ABOVE GRADE = 10' HEIGHT ABOVE GRADE = 15' DISPLAY DESIGN WIND VELOCITY DISPLAY DISPLAY DESIGN WIND VELOCITY - 115 MPH 130 MPH 150 MPH' 170 MPH HEIGHT (FT) HEIGHT (FT) HEIGHT (FT) 140 MPH 115 MPH 130 MPH 150 MPH 170 MPH 6 COLUMN W6%15 WSX21 W8X21 �W10X22 6 COLUMN WBX24 WBX24 WSX28 W8X31 FOOTING 2.0'X6.5' 2.0'X7.0' 2.0'X8.0' 2.0'X8.5' 8 FOOTING 2.0'X7.5' W8X31 2.0'X8.0' 2.0'X9.0' 2.0'X9.5' 3.0'X9.5' COLUMN WIOX22 W8X24 WBX24 WSX28 8 COLUMN WSX31 WlOX33 WIDX39 B FOOTING 2.0'X7.5' 2.0'X8.0' 2.0'X9.0' 2.0'X10.0' 12 FOOTING 2.0'X8.5' 2.0'X9.0' 3.0'X8.5' 3.0'X9.5' 3.0'X70.5' COLUMN W8X24 W5X28 W8X31 WlOX33 10 COLUMN W8XZ4* W12X26* W10X33• W16X36• 10 FOOTING 2.0X8.5' 2.0'X9.O' 2.0'X10.0' 3.0'X9.5' FOOTING 2.O'X9.0' 2.0'X10.0' 3,0'X9.5' 3.0X11.0' COLUMN WSX28 W8X31 W10X39 W12X40 12 COLUMN W12X26* W14X30• W16X38• W14X43* 12 FOOTING 2.0'X9.0' 2.0'X10.0' 3.0'X9.5' 3.0'X11.0' FOOTING 2.0'X10.0' 3.0'X9.5' 3,0'X11.0' 3.0'X12,0' COLUMN W10X26* W1DX26• W12X30+ W14X34* COLUMN 'W10X30• W10X49• W16X40+ W14X48* 14 FOOTING 2.0'X10.0' 3.0'X9.0' 3.0'X10.0' 3.0'X11.0' 14 FOOTING 43.0'X9.5' 3.0'X10.0 3,0'X71.0' 3.0'X13.0' hUUIINU UIMLN7IUN] = DIAMLILM A U—M • DENOTES BUCKLING BRACE REQUIRED --or r HEIGHT ABOVE GRADE - 10' HEIGHT ABOVE GRADE - 15' DISPLAY DESIGN WIND VELOCITY DISPLAY DESIGN WIND VELOCITY HEIGHT (FT) 1115 MPH 140 MPH HEIGHT (FT) 115 MPH 140 MPH 5 COLUMN W8X21 WBX24 6 COLUMN W12X26 IWBX31 FOOTING 2.D'X7.5' 2.0'X8.5' FOOTING 2.0'X8.5' 2.0'X9.5' COLUMN W8X24 WSX28 8 COLUMN W8X31 W10X39 8 FOOTING 2.D'XB.5' 2.0'X10.0 FOOTING 2.0'X9.5' 3.0'X9.5' j COLUMN W8X31 WlOX33 10 COLUMN Al X30• W16X36* 10 FOOTING 2.0'X9.5' 30'X9.5' FOOTING 3.0'X9.u' 3.0'X11.0' COLUMN W1D'x33 v:12X40 12 COLUMN W1034* 40113X40• 12 FOOTING 3.0'X9.0' 3.0'X70.5' FOOTING •3.0'X9.5' 3.0'X11.0' COLUMN W12%26+ W14X34• 14 COLUMN W14X38+ W14X48• 14 FOOTING 3.0'X9.5' 3.0'X11.0' FOOTING 3.0'X11.0' 3,0'X13.0' FOOTING DIMENSIONS = DIAMETER X DEPTH • DENOTES BUCKLING BRACE REQUIRED NOTE: —REFER TO NOTE 7 FOR EXPOSURE CATEGORY DEFINITIONS. REV DATE:UPDATED WIDE FLANGE AND 02 27 OCT 15 REV DATE: ADDED 170 MPH WIND SPEC I UPDATED CLAMPS IN REAR A 01 E 23 ATE 14 DAKTRONICS, INC 13 BROOKINGS, SD 67006 00 NOT SCALE DRAWING PRoi:OUTDOOR SCOREBOARD IF TI7LE:14' WIDTH SCOREBOARD IN ,TION VALUES BY, oE61GN:RSCHWAR JDRAWI, AMP BcALE:1l1 6"=1' VIEWAND 6y; SHEET REV JOB NO; TJT 02 P1647 — --16 DETAIL A SCALE 1:32 NOTES: 1. FOOTING AND COLUMN SIZES ARE SUGGESTIONS ONLY, PROVIDED TO ASSIST WITH ESTIMATING INSTALLATION COSTS AND ARE NOT INTENDED FOR CONSTRUCTION PURPOSES. THE DESIGN MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE INSTALLATION BEFORE THEY CAN BE USED FOR FABRICATION Or ERECTION. 2. INTERNATIONAL BUILDING CODE 2012 USED IN DESIGN OF COLUMNS AND FOOTINGS WITH, IMPORTANCE FACTOR=1, Kzt=1.0, Kd=0.85, G=0.85. SEISMIC DESIGN WAS NOT CONSIDERED 3. FOOTING DIMENSIONS ARE BASED ON ASSUMED SOIL CLASS 4 (ALLOWABLE LATERAL BEARING PRESSURE OF 150 psf). 4. STRUCTURAL STEEL IS GRADE A992 (50 ksi) STEEL. CONCRETE SHALL HAVE A MINNIMUM 2B DAY COMPRESSIVE STRENGTH OF 2500 psi. 5. THE AVERAGE DISPLAY WEIGHT FOR A LAYOUT CAN NOT EXCEED 8 PSF. S. DAKTRONICS INC. IS NOT RESPONSIBLE FOR STRUCTURES DESIGNED AND INSTALLED BY OTHERS 7. LOCAL BUILDING OFFICIALS SHOULD BE CONTACTED TO DETERMINE THE WIND SPEED AND EXPOSURE CATEGORY FOR THE PROPOSED SIGN LOCATION. THE EXPOSURE CATEGORY C IS DEFINED AS: EXPOSURE B — URBAN AND SUBURBAN AREAS, OR OTHER TERRAIN WITH NUMEROUS SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE—FAMILY DWELLINGS OR LARGER, THESE CONDITIONS MUST PREVAIL FOR A DISTANCE FROM THE SIGN OF AT LEAST 2 600 It OR 20 TIMES THE SIGN HEIGHT, WHICHEVER IS GREATER EXPOSURE C — OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 FT. THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSLANDS, AND ALL WATER SURFACES IN HURRICANE PRONE REGIONS. S. FOR SPECIFIC PRODUCT DETAILS ON WEIGHT, MOUNTING, ETC. REFER TO THE INDIVIDUAL PRODUCT SPECIFICATION SHEETS. 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C • O m C m %J Am RSI i':1:<� :: ti'y':::•:'n' I! // \� l —I m p�zm m ° p �yy�T W J O D p p-➢� c A m Oz ;u x�O�zrn D V O Z co _ mpy o Z� O cn "'I W DIXrn AD 02 Co 0 p°TVq F �1 z D N UJ M<F z W o m zo 0 N D 900 DO m G}� w0 2 �mgo ° O m n"omg 0 ;o j Z GI W O MN � �m W CO This outdoor LED baseball/softball scoreboard displays HOME and GUEST team scores for up to nine innings, total RUNS to 99, BALL to three, STRIKE to two and OUT to two. Scoreboard shown with optional striping and amber PanaView® digits. POWER Red/Amber Digits 230 Watts, 2.0 Amps I --300 Watts, 2.5 Amps (120 VAC)* White Digits 500 Watts, 4.2 Amps 660 Watts, 5.5 Amps UNCRATED WEIGHT 600 Ib (272 kg) 1 680 Ib (308 kg) DIMENSIONS 6'-6" H x 20'-0" W x 8" D (1.98 m, 6.10 m, 203 mm) *Scoreboard requires a dedicated circuit. Models with 240 VAC power at half the indicated amperage are also offered (International Use Only). DIGITS • BALL, STRIKE and OUT digits are 18" (457 mm) high. All other digits are 15" (381 mm) high. • Select red, amber, or white LED digits. Scoreboard may instead have mixed LED digit colors (see DD196.546Z). • Scoreboard features robust weather -sealed digits (see DD249564 ). • Digits may be dimmed for night viewing. DISPLAY COLOR Choose from 150+ colors (from Martin Senour° paint book) at no additional cost. CONSTRUCTION Alcoa aluminum alloy 5052 for excellent corrosion resistance WWW.DAI(TRONICS.COM E-MAIL: SALES@DAKTRONICS.COM 201 Daktronics Drive, PO Box 5128, Brookings, SD 57006 Phone: 1-800.325.8766 or 605.692-0200 Fax: 605.697.4746 DD2467046 091018 Page 1 of 7 CAPTIONS • HOME and GUEST captions are 12" (305 mm) high. BALL, STRIKE and OUT captions are 10" (254 mm) high. All other captions are 8" (203 mm) high. • Standard captions are vinyl, applied to the display face. • Optional TNMCs are 10.6" (269 mm) high. PRODUCT SAFETY APPROVAL ETL-listed to UL 48, tested to CSA standards, and CE -labeled OPERATING TEMPERATURES • Display: -22° to 122° Fahrenheit (-30° to 50° Celsius) • Console: 32° to 130° Fahrenheit (0° to 54° Celsius) 0 DAK-TRON l G5 CONTROL CONSOLE CONTROL OPTIONS Wired (standard): One -pair shielded cable of 22 AWG minimum is required A cover plate with mounted connector and standard 2" x 4" x 2" (51 mm x 102 mm x 51 mm) atliet box is provided. All Sport° 5000 Connector mates with signal cable from control console. (see SL -03991) ------------------------------------------------------------------------------- Wireless (optional): 2.4 GHz spread spectrum radio features 64 non-interferinn channels and 8 broadcast groups (seeL-0S 4370). AOUNTING Scoreboard is typically mounted on two vertical beams or poles. Hardware to mount scoreboard on two beams is included; hardware for more beams is at additional cost. Standard mounting uses I-beam clamps. Optional mounting method using angle brackets is also offered; maximum beam width is 12" (305 mm) and maximum beam depth is 22" (559 mm), Refer to attached drawings for more information on mounting methods. SERVICE ACCESS Digit panels and electronics are serviced from the front of the scoreboard. GENERAL INFORMATION Scoreboard provides scoring capabilities for two teams. 100% solid state electronics are housed in an all aluminum cabinet. Scoreboard is shipped in one section. Scoreboard power is to be provided on a dedicated circuit to prevent loss of game information due to failure of another component on the circuit. Specifications and pricing are subject to change without notice. OPTIONS & ACCESSORIES • Scoreboard border striping • Multiple caption and striping colors (see DD2M-644) • Team name caption in place of HOME • Team names on changeable panels * • Programmable Team Name Message Centers (see A4L62625$) • Two 2'-1 " (635 mm) tall x 2-7" (787 mm) wide logo/ sponsor areas. Copy is applied to the display face. • Individual digit protective screens (see SL -04939) • Protective netting (see DD2690927) • Optional angle bracket mounting method • Advertising/identification panels • Decorative accents • Electronic message centers and video displays in multiple sizes * Not available with TNMCs WWW.DAI(TRONICS.COM E-MAIL: SALESMAKTRONICS.COM All Sport' and PanoViewO are trademarks of Daktronics, Inc. Martin Senour® is a registered trademark of its owner. DD2467046 091018 Page 2 of 7 Copyright 0 2013-2018 Daktronics, Inc. ADVERTISING/IDEN-IIFICA'YION PANLLS Bc?&14 Non -Backlit: 1'-6" H x 20'-0" W (457 mm, 6.10 m) 2'-0" H x 20'-0" W (610 mm, 6.10 m) 2'-6" H x 20'-0" W (762 mm, 6.10 m) 3'-0" H x 20'-0" W (914 mm, 6.10 m) For additional non -backlit panel sizes, see SL03761. FOR ADDITIONAL INFORMATION • Installation Specifications: DWG -1 157190 (attached) • Standard I-beam Mounting: DWG -1052565 (attached) • LVX I -Beam Mounting: DWG -3918361 (attached) • Optional Pole Mounting: DWG -1048184 (attached) • Component Locations: DWG -1 125034 (attached) • Architectural Specifications: See DD2467060 LAJ DAKTRONICS CONTROL CONSOLE CONTROL OPTIONS Wired (standard): One -pair shielded cable of 22 AWG minimum is required A cover pial-, with mounted connector and standard 2" x 4" x 2" (51 mm x 102 mm x 51 mm) outlet box is provided. All Sport° 5000 Connector mates with signal cable from control console. (see SL -03991) ------------------------------------------------------------------------------- Wireless (optional): 2.4 GHz spread spectrum radio features 64 non -interfering channels and 8 broadcast groups (see SL04370). MOUMTING Scoreboard is typically mounted on two vertical beams or poles. Hardware to mount scoreboard on two beams is included; hardware for more beams is at additional cost. Standard mounting uses I-beam clamps. Optional mounting method using angle brackets is also offered; maximum beam width is 12" (305 mm) and maximum beam depth is 22" (559 mm). Refer to attached drawings for more information on mounting methods. SERVICE ACCESS Digit panels and electronics are serviced from the front of the scoreboard. GENERAL INFORPJIATION Scoreboard provides scoring capabilities for two teams. 100% solid state electronics are housed in an all aluminum cabinet. Scoreboard is shipped in one section. Scoreboard power is to be provided on a dedicated circuit to prevent loss of game information due to failure of another component on the circuit. Specifications and pricing are subject to change without notice. OPTIONS & ACCESSORIES • Scoreboard border striping • Multiple caption and striping colors (see DD.2101644) • Team name caption in place of HOME • Team names on changeable panels * • Programmable Team Name Message Centers (see DD 1696958) • Two 2'-1 " (635 mm) tall x 2-7" (787 mm) wide logo/ sponsor areas. Copy is applied to the display face. • Individual digit protective screens (see SL -04939) • Protective netting (see DD2690927) • Optional angle bracket mounting method • Advertising/identification panels • Decorative accents • Electronic message centers and video displays in multiple sizes * Not available with TNMCs WWW.DAI(TRONICS.COM E-MAIL: SALES@DAI.TRONICS.COM All Spore and PonoVievg are trademarks of Daktronics, Inc. Martin Senour® is a registered trademark of its owner. DD2467046 091018 Poge 2 of 7 Copyright 0 201 3-201 8 Daktronics, Inc. ADVERTISING/IDENAFICATION PANELS Backlit .7c Non -Backlit: P-6" H x 20'-0" W (457 mm, 6.10 m) 2'-0" H x 20'-0" W (610 mm, 6.10 m) 2'-6" H x 20'-0" W (762 mm, 6.10 m) 3'-0" H x 20'-0" W (914 mm, 6.10 m) For additional non -backlit panel sizes, see SL -03761. FOR ADDITIONAL INFORMATION • Installation Specifications: DWG -1157190 (attached) • Standard I-beam Mounting: DWG -1052565 (attached) • LVX I -Beam Mounting: DWG -3918361 (attached) • Optional Pole Mounting: DWG -1048184 (attached) • Component Locations: DWG -1125034 (attached) • Architectural Specifications: See DD2467060. DAKTRONICS zo'—o" DISPLAY HEIGHT I GRADE CONCRETE DRILLED PIER FOUNDATION DISPLAY HEIGHT IS MADE UP OF ANY COMBINATION OF SCOREBOARDS. AD PANELS, TRUSSES, AND MESSAGE CENTERS 12'-0' HEIGHT ABOVE GRADE FOOTING DEPTH FRONT VIEW FOOTING DIAMETER 12 -14' A LAYOUT VIEW COLUMNS & FOOTING ONLY TABLE A - MOUNTING FXPOSURF R HSS4X',Xii6 :YP. BUCKCNG BRAE SEE TABLEC FOR REC'JIRED USE -ONLY CNE 3i.ACE REQUIRED "DENOTES BUCKLING BRACES REQUIRED C')NCRETF SLOPED AT 2% AWAY FnM COLUMNS TO A*'OID WATER PONDING HEIGHT ABOVE GRADE. = 10' 1 HEIGHT ABOVE GRADE.= 15' DISPLAY DESIGN WIND VELOCITY DISPLAY DESIGN WIND VELOCITY 115 MPH 130 MPH 150 MPH 170 MPH HEIGHT (FT) 115 MPH 1 130 MPH 150 MPH 170 MPHHEIGHT (FT) 115 MPH g COLUMN WBX24 W8x28 W8X31 W12X26- 8 COLUMN W10X26* W10X30* W14x34* W12X40* W12x30 FOOTING 2.0'X8.5' 2.0'X9.5' 2.0'X10.5' 3.0'X9.5' FOOTING 2.0'X9.5' 2.0'X10.5' 3.0'X10.0' 3.0'X11.0' 10 COLUMN WBX31 W10X26 W12X26* W14X34* 10 COLUMN W12X30* W14x34* WI 2X40* W16X45* W14X38 FOOTING 2.0'X9.5' 2.0'X10.5' 3.0'X10.0' 3.0'X11.0' FOOTING 3.0'X9.0' 3.0'X10.0' 3.0'X11.0' 3.0'X12.0' 3.0'X9.5' COLUMN WI OX261 W12X26* W14X34• WI 6X40- 12 COLUMN W14X30* W12X40* W14X43* W21X48* 12 FOOTING 2.0'X10.5' 3.0'X10.0' 3.0'X11.0' 3.0'X12.0' FOOTING 3.0'X10.0' 3.0'X 11.0' 3.0'X12.0' 3.0'X13.5' 14 COLUMN W12X26* W14X34" Wi BX401 14 COLUMN W14X34* W18X40• W21X48• W21 X55* W10X49 FOOTING 3.0'X9.5' 3.0'X10.5' 3.0'X12.0' ' FOOTING 3.0'X1O.5' 3.0'X11.5' 3.0'X13.5' 3.0'X15.5' 3.0'X11.0' COLUMN W14X30• W1Bx35" W16X40" W21 X481 16 COLUMN W18x40' W21X48* W1SX55• W2lx88- 16 FOOTING 3.0'X10.5' 3.0'X11.5' 3.0'X13.0' ' 13.0'X16.5' FOOTING 3.0'X715' 4,0'X11.0' 3.0'X14.5' 4.0'X14.5' 18 COLUMN W14X34* W16X40* W21X48* 1B COLUMN W14X48* W21x48* W21X55• W24X68* W21 x44* FOOTING 3.0'X11.0' 3.0'X12.0' 3.0'X14.0 ' FOOTING 3.0'X12.0' 4,0'X12A' 4.0'X 13.5': 4.0'X 16.0' 20 COLUMN W16X36* W21X44* W21X48• 20COLUMN JVT14.5' W21X48" W21X55* W24X6g" W24X76"FOOTING W21 X48* W21 X62* 3.0'X11.5' 3.0'X13.0' 3.0'X15.5' 5' FOOTING 3.0'X13.0' 4.0'X12.5' 4.0'X15.0' 4.0'X17.5' FOOTING DIMENSIONS a DIAMETER X DEPTH FXPOSIIRF O HEIGHT ABOVE GRADE = 10' HEIGHT ABOVE GRADE = 15' DESIGN WIND VELOCITY DESIGN WIND VELOCITY DISPLAYDISPLAY 115 MPH 1 140 MPH HEIGHT (FT)i 115 MPH 140 MPH HEIGHT (FT) g 'COLUMN W12x30 W14X38 g COLUMN WiOx39 W10x49 FOOTING 3.0'x8.5' 3.0'X10.0' FOOTING 3.0'X9.5' 3.0'X11.0' COLUMN W14X38 W14)(43 10 10 W10x49 W12x53 10 FOOTING 3.0'X9.5' 3.0'X11.0' FOOTING =5.4'X10.5' 3.0'X12.0' COLUMN W14X43 W12X53 12 COLUMN W14x43* Wl8x55• 12 FOOTING 3.0'X10.0' 3.0'X12.0' FOOTING 3.0'X71.0' 3.0'X13.5' 14 COLUMN W10X49 W12XSB 14 COLUMN W21x48* W21 X62* FOOTING 3.0'X11.0' 3.0'X13.0' FOOTING 4.0'X11.0' 4.0'X12.5' 16 COLUMN W16x40* W21 X48* 16 COLUMN W1Bx55* W16X67* FOOTING 3.0'X12.0' 3.0'X14.5' 1 FOOTING 3.0'X13.0' 3.0'X16.5' 18 COLUMN W21 x44* W21 X55* 16 COLUWA 1 'N21 XF2* W24X68* FOOTING 4.0'X11.0' 4.0'X14.0' FIDFIkY.. JVT14.5' 4.0'X15,5' 20 COLUMN W21 X48* W21 X62* 20 COLUMN 1 W16x67* W24x84• FOOTING. 4.0'X12.0' 4.0'X15.0' FOOTING 3.0'X15.5' 4.0'X16.5' IFOOTING DIMENSIONS — DIAMETER X DEPTH NOTE: —REFER TO NOTE 7 FOR EXPOSURE CATEGORY DEFINITIONS. 10 DAKTRONICS, INC. BROOKINGS. SD 57006 DETAIL A SCALE 1:32 � 4 Arg � NOTES: 1. FOOTING AND COLUMN SIZES ARE SUGGESTIONS ONLY. PROVIDED TO ASSIST WITH ESTIMATING INSTALLATION COSTS AND ARE NOT INTENDED FOR CONSTRUCTION PURPOSES. THE DESIGN MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE INSTALLATION BEFORE THEY CAN BE USED FOR FABRICATION Or ERECTION. 2. INTERNATIONAL BUILDING CODE 2012 USED IN DESIGN OF COLUMNS AND FOOTINGS WITH, IMPORTANCE FACTOR -1, Kzt=1.0, Kd=0.85, G=0.85. SEISMIC DESIGN WAS NOT CONSIDERED. 3. FOOTING DIMENSIONS ARE BASED ON ASSUMED SOIL CLASS 4 (ALLOWABLE LATERAL BEARING PRESSURE OF 150 psf). 4. STRUCTURAL STEEL IS GRADE A992 (50 kA) STEEL. CONCRETE SHALL HAVE A MINNIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 psi. 5. THE AVERAGE DISPLAY WEIGHT FOR A LAYOUT CAN NOT EXCEED 8 PSF. 6. DAKTRONICS INC. IS NOT RESPONSIBLE FOR STRUCTURES DESIGNED AND INSTALLED BY OTHERS. 7. LOCAL BUILDING OFFICIALS SHOULD BE CONTACTED TO DETERMINE THE WIND SPEED AND EXPOSURE CATEGORY FOR THE PROPOSED SIGN LOCATION. THE EXPOSURE CATEGORY C IS DEFINED AS: EXPOSURE B — URBAN AND SUBURBAN AREAS, OR OTHER TERRAIN WITH NUMEROUS SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE—FAMILY DWELLINGS OR LARGER. THESE CONDITIONS MUST PREVAIL FOR A DISTANCE FROM THE SIGN OF AT LEAST 2 600 ft OR 20 TIMES THE SIGN HEIGHT, WHICHEVER IS GREATER EXPOSURE C — OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS HAVING HEIGHTS GENERALLY LESS THAN 30 FT. THIS CATEGORY INCLUDES FIAT OPEN COUNTRY, GRASSLANDS, AND ALL WATER SURFACES IN HURRICANE PRONE REGIONS. 8. FOR SPECIFIC PRODUCT DETAILS ON WEIGHT, MOUNTING, ETC. REFER TO THE INDIVIDUAL PRODUCT SPECIFICATION SHEETS. THE CONCEPTS EXPRESSED AND DETAILS SHOWN ON THIS DRAWING ARE CONFIDENTIAL AND PROPRIETARY. DONOT REPRODUCE BY ANY MEANS WFHOUT THE EXPRESSED WRITTEN CONSENT OF DAKTRONICS. INC. REV DATE: UPDATED WIDE FLANGE SIZES BY. 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W W STRUCTURAL CALC=ULATIONS °�Rranch ENGINEERING= Since 297 DATE: January 30, 2019 PROJECT: 19-035 Scoreboard Footings & Support Column Hamlin Middle School - 926 Centennial Boulevard Two Rivers Dos Rios Elementary - 1084 G Street �C`� r'R���sp Springfield, OR J PSI= c '+F ;57n�2PF BY: JOSHUA ANNE 17 Digitally signed by Ricardo Hernandez CHECKED BY: RICK HERNANDEZ, P.E., S.E. 0REGO.N ry L FOR: Springfield School District X30 Renews: JUNE 30, X 19 PROJECT DESCRIPTION & SCOPE OF SERVICES: Structural design in accordance with the 2014 Oregon Structural Specialty Code for the above referenced project as follows: Wind Load Anal sis 120 mph Exp. Ci Embedded Concrete Footin Design _ SPECIAL INSPECTION: None NOTES: The design contained herein is applicable only for the following scoreboard display board, as manufactured by DAKTRONICS: SCOREBOARD SCHEDULE MODEL# OVERALL MAX TOTAL HEIGHT TO SIGN DIMS. TOP OF SCOREBOARD (#) (W) x (H) (ft) BA -2030 20'x 8.5' 17.5 FB -824 14'x 6' 15 BA -2022 16' x 8.5' 17.5 NOTE: SIGN HEIGHTS LISTED ABOVE ALLOW A 2'-0" MAX TALL ADVERTISING PANEL MOUNTED DIRECTLY BELOW THE SCOREBOARD, IN ADDITION TO THE SCOREBOARD. AD PANEL SHALL NOT EXCEED 200 LBS. Connection to steel support column and any other appurtenances have not been designed or reviewed by Branch Engineering, Inc. EUGENE -SPRINGFIELD ALBANY 310 51h Street, Springfield, OR 97477 1 p' 541.746.0637 1 www.branchengineering.com an crl'A_� ancDATE: 1/31/2019 ENGINEERING= since 1977 310 5th Street PROJECT: 19-035 SSD SCOREBOARD Springfield, Or• gon 97477 BY: Joshua Annett structural - geotechnicalTelephone: (. 41) 7460631 CPECKED BY: Rick Hernandez, P.E, S.E SHEET: CALCSHEET -.�.Lo'adirig0itaUsediri.Destgri� WIND LOAD DESIGN BASIC WIND SPEED - 3 SEC GUST (mph) RISK CATEGORY WIND EXPOSURE ANALYSIS PROCEDURE USED 120 11 C ASCE 7-10 Chapter 29.4 Design Wind Loads - Other Structures SNOW LOAD DESIGN CRITERIA GROUND SNOW LOAD (psf) 15 MIN SNOW LOAD (psf) 20 DEAD LOAD DESIGN CRITERIA SIGN DEAD LOAD (lb) AD PANEL DEAD LOAD (lb) POST DEAD LOAD (plf) SOIL LOAD DESIGN BASIC ALLOWABLE BEARING PRESSURE (psf) SHORT-TERM ALLOWABLE BEARING PRESSURE (psf) BASIC ALLOWABLE LATERAL BEARING PRESSURE (psf) SHORT-TERM ALLOWABLE LATERAL BEARING PRESSURE (psf) BA -2030 FB -824 BA -2022 600 200 525 200 25 1500 2000 100 267 Z:12019119-035 SSD Scoreboards\SSD Scoreboard Galcsl _)lsx 2111 �] nc h 'W61 ^y DATE: 1/31/2019 ' . ENGINEERING= st"a.197; 310 Sth Stree, PRJJ:CT: 19-035 SSD SCOREBOARD Springfield, O-egon 9/477 RY: Joshua Annett Telephone- (.�41) 746 0537 CHECKEj BY: Rick Hernandez, P.E, S.E ;HE7: ASCE 29.4 (H BA2030) ASCE 7-10 Chapter 29.4 Design Wind Loads- Other Structures Risk Category (Tbl 1.5-1) II - Exposure Category C s Basic Wind Speed (26.5), V 120 mph i- Velocity pressure coefficient (29.3.1), Kz 0.88 sana+c.,x cxses�eree wei; s Topographic factor (26.8), Kzt 1 h Wind directionality factor (26.6), Kd 0.85 Gust effect factor (26.9), G 0.85 Velocity Pressure (29.3-1), qh,qz 27.57 psf ELEVATION VIEW Sign Parameters Sign Height, s Height, h 8.5 ft 17.5 ft s t' F Mounting sr� MG Sign Width, B 20 ft s•n Return Corner? no 11-2 Return Corner Length, Lr 0.67 ft sBo-x:p sui%r5 N,R1<.1 gfi s 1 EXPOSED POST LENGTH 9 (ft) Clearance Ratio 0.49 POST WIDTH 6 (in) Aspect Ratio 2.35 CROSS-SECTION VIEW EXPOSED POST WIND AREA 4.5 (sf) Reaction to Support Post ADD WIND FORCE 180 lb Load Case A LCA= 3581 Ib Force Coefficient, Cf 1.71 LC B = 5848 Ib Design Pressure, P 40 psf LC C = 4755 Ib Design Force, F 6802 lb MAX 5848 1b Load Case B Force Coefficient, Cf 1.707143 Design Force, F 6802 Ib Min Post Spacing, c 12 ft Offset Distance 4 f MomentArinj 13.25 ft Load Case C Lr/s Reduction Factor 1 Me'-loorixont.1 Design ao•na 1— Pressure, .ind—d edael Start End Cf P 0 to s 0 8.5 ft 2.37 55.63 psf s to 2s 8.5 ft 17 ft 1.57 36.81 psf 2s to 3s 17 25.5 ft 1.15 26.95 psf 212019119-035 SSD ScoreboardsWO Scoreboard Calcsl.xlsx Beam: WF-BA2030 Shape: WBX24 Material: A992 Length: 17.5 ft I Joint: N3 I J Joint: N4 Envelope iCode Check: 0.893 (LC 2) Report Based On 97 Sections 1172.925 at 0 ft 667 at 17.5 ft 44.171 at 0 ft f(y) _ _ ksi -44.171 at0ft 5889.429 at 0 ft i I Vy lb .364 at 9.115 ft 76774.512 at 0 ft 3 M Ib -ft 333.5 at 17.5 ft .166at0ft fa ksi 094 at 17.5 ft I I AISC 14th(360-10): LRFD Code Check Direct Analysis Method Max Bending Check 0.893 (LC 0)ax Shear Check 0.101 (LC 2) Location 0 ft Location 0 ft Equation F{1 -1b Bending Flange Compact Bending Web Compact Fy 50 ksi phi*Pnc 93745.914 lb phi*Pnt 318600 lb phi*Mn 86625 lb -ft phi*Vn 58285.5 lb Cb 2.117 Compression Flange Non -Slender Compression Web Non -Slender Out Plane In Plane Lb 17.5 ft 17.5 ft KLIr 130.62 61.445 L Camp Flange 17.5 ft Taub 1 3111 4/11 rtkanc DATE: 1/31/2019 ENGINEERING= sia iw 310 5th St,eet PROJECT: 19-035 SSD SCOREBOARD Springfleld, Oregon 97477 BY: Joshua Annett Telephone: (541; 74r 0637 CHECKED BY: Rick Hernandez, P.E, S.E SHEET: EMBED FTG (H BA2030) Post Foundation Design for Unconstrained Embedment (OSSC equation 18-1) SUDuort Post Weight 25 plf Scoreboard Weieht 600 Ib AD Panel Weirht 200 Ib Shape of Footing 1/2" Post Movement Acceptable? Ground -Level Constraint Condition Allowable Soil -Bearing Pressure, S1 Allowable Lateral Soil -Bearing Pressure, 53 Applied Axial Force, Pa Applied Lateral Force, Pv Height of Applied Lateral Force, h Lateral Soil -Bearing Pressure for Design, q Critical Bearing Pressure at depth, qmax A Depth of Overburden Design Size of Footing 42 in Design Depth of Footing Required Width of Footing 26.13 in Required Depth of Footing ROUND Yes Non -Constrained 1500 psf (OSSC Table 1806.2) 100 psf (OSSC Table 1806.2) 837.5 Ib 3509.073 lb Wind/Seismic Only 13.25 ft 267 psf 756 psf 3.11 0 in 3.50 ft 8.5 ft 2.18 ft OK 8.43 ft OK Z:\2019\1 M35 SSD .Scoraboards\SSD Scoreboard Calcsl.xlsx 5/11 aitch LATE: 1/31/2019 Il \EN'GINEERING-- smu 19i7 3105th Street PR(`JFCT: 19.035SSDSCOREBOARD Lr/s Reduction Factor Springfield, Oregon 97477 - BY; Joshua Annett Telephone: (511) -46 ^G37 CHECK -:C BY: Rick Hernandez, RE, S.E SHE T: ASCE 29.4 (H FB824) ASCE 7-10 Chapter 29.4 Design Wind Loads - Other Structures Design Risk Category (Tbl 1.5-1) II Exposure Category C e Start End Basic Wind Speed (26.5), V 120 mph �( I 1 --o-to s Velocity pressure coefficient (29.3.1), Kz 0.85 sxua.c.c+ } , �+ 2.37. 53.58 psf Topographic factor (26.8), Kzt 1 -� 6 ft 12 ft Wind directionality factor (26.6), Kd 0.85 35.47 psf 2s to 3s Gust effect factor (26.9), G 0.85 18 ft 1.15 26.03 psf Velocity Pressure (29.3-1), gh,gz 26.63 psf ELEVATION VIEW EXPOSED POST LENGTH 9 IN POST WIDTH 6 (in) EXPOSED POSTWIND AREA 4.5 (sf) ADD WIND FORCE 178 lb Sign Parameters Sign Height, s Mounting Height, h Sign Width, B Return Corner? Return Corner Length, Lr Clearance Ratio Aspect Ratio Eft 15 ft 14 ft no 0.67 ft 0.40 2.33 Load Case Force Coefficient, Cf 1.75 Design Pressure, P 40 psf Design Force, F 3328 Ib Load Case 8 Force Coefficient, Cf 1.75 Design Force, F 3328 Ib Offset Distance 2.8 ft d F s F I1 x'e s� i . •_ � _ �' :nor:o sup=err VIEW Reaction to Support Post LCAc 1842lb LCB = 28781b LCC = 23271b MAX 28781b Min Pea Spicing, s 9 ft Moment Arm, L 12 ft Z:12019119-035 SSD SocreboardMSSD Scoreboard Calcst.xlsx Load Case C Lr/s Reduction Factor 1 Design Region lhor vnlel a;,,,,,Cei,em Pressure, W`.".,d die) Start End Cf P --o-to s 0 6 ft 2.37. 53.58 psf s to 2s 6 ft 12 ft 1.57 35.47 psf 2s to 3s 12 18 ft 1.15 26.03 psf Z:12019119-035 SSD SocreboardMSSD Scoreboard Calcst.xlsx 6/11 Beam: WF -FB -824 Shape: W8X18 Material: A992 Length: 15 ft I Joint: N5 J Joint: N6 Envelope Code Check: 0.530 (LC 2) Report Based On 97 Sections 705.676 at 0 ft lb I 383.5 at 15 ft Vy — - 77 .-.+ O rna'i f+ I 26.36 at 0 ft 33408.233 at 0 ft f(Y) ksi Ii - ` M = -26.36 at Oft 191.75 at15ft 134 at 0 ft fa ksi .073 at 15 ft f RISC 14th(36O-10): LRF© Code Check Direct Analysis Method Max Bending Check 0.530 (LC k4ax Shear Check 0.051 (LC 2) Location 0 ft Location 0 ft Equation H1 -1b Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender Out Plane In Plane Fy 50 ksi Lb 15 ft 15 ft phi*Pnc 55571.633 lb KL1r 146.23 52.471 phi*Pnt 2367001b phi*Mn 63750 Ib -ft L Comp Flange 15 ft phi*Vn 56166 lb Taub 1 Cb 2.005 7/11 rH anc '79 GATE: 1/31/2019 -ranch ` ENGINEERING= si=1977 310 5th Street PROJECT: 19-035 SSD SCOREBOARD Springfield, Oregon 97477 BY: Joshua Annett Telephone: (741) 74F 0637 CIjFCKED BY: Rick Hernandez, P.E, S.E SHEET: EMBED FTG (H FB824) _ Post Foundation. Design for Unconstrained Embedment (OSSC equation 18-1) Shape of Footing ROUND Su000rt Post Weieht 1/2" Post Movement Acceptable? Yes 25 plf Ground -Level Constraint Condition Non -Constrained scortLoard Wei -ht Allowable Soil -Bearing Pressure, 51 1500 psf (OSSC Table 1806.2) 200 Ib Allowable Lateral Soil -Bearing Pressure, 53 100 psf (OSSC Table 1806.2) AD Panel Weieht Applied Axial Force, Pa 575 Ib 200 Ib Applied Lateral Force, Pv 1726.571 Ib Wind/Seismic Only Height of Applied Lateral Force, In 12 ft Lateral Soil -Bearing Pressure for Design, q 267 psf Critical Bearing Pressure at depth, qmax 563 psf A 2.05 Depth of Overburden 0 in Design Size of Footing 42 in 3.50 ft Design Depth of Footing 6.33 ft Required Width of Footing 13.84 in 1.15 ft OK Required Depth of Footing 6.31 ft OK Z:12019\19-035 SSD Scoreboards%SSD Scoreboard Calcs1.xlsx 8/11 Branch LA -.E::/31/2019 ENGINEERING su,1977 3105th Street PRCJE'.T:19-0355SDSCOREBOARD Sign Width, B 16 ft Springfield, Oregon 97&:77 . B4: Joshua Arnett no Return Corner Length, Lr Telephone: (5�1) :46 CE37 CrIECKCD BY: Rick Hernandez, P.E, S.E Clearance Ratio 0.49 SHEU: ASCE 29.4(DR BA2022) 1.88 ASCE 7-10 Chapter 2.9.4 Design Wind Loads - Other Structures Risk Category (Tbl 1.5-1) II Exposure Category C a Basic Wind Speed (26.5), V 120 mph {—--� Velocity pressure coefficient (29.3.1), Kz 0.88 .... c, Topographic factor (26.8),Kzt 1 Wind directionality factor (26.6), Kd 0.85 Gust effectfactor (26.9), G 0.85 Velocity Pressure (29.3-1), gh,gz 27.57 psf •-"�"""•�� cELEVATION VIEW EXPOSED POST LENGTH 9 (ft) POST WIDTH 6 (in) EXPOSED POSTWINDAREA 4.5 (sf) ADD WIND FORCE 181 Ib Sign Parameters Sign Height, s 8.5 ft Mounting Height, h 17.5 ft Sign Width, B 16 ft Return Corner? no Return Corner Length, Lr 0.67 ft Clearance Ratio 0.49 Aspect Ratio 1.88 Region lh.ea—1 dm,"n nom .md.,rd edgrd otos s to 2s 2s to 3s 3s to 10s Load Case A Force Coefficient, Cf 1.71 Design Pressure, P 40 psf Design Force, F 5459 lb Load Case B Force Coefflcient, Cf 1.712605 Design Force, F 5459 Ib Offset Distance 3.2 ft sr2 c s fke771� F ` mz � Ri<1 •:RDJpp N3e4dE 5%i_ 1 CROSS-SECTION VIEW Reaction to5upport Post LCA = 29101b LC B = 5094 Ib Irr_ nnca l6 Min POs[ Spacing, s 8 ft Moment Arm, L 13.25 ft Load Case C CASE C DOES NOT NEED TO BE CONSIDERED FOR B/5<2 Lr/s Reduction Factor 1 Design Pressure, End Cf P 0 8.5 ft 2.25 52.74 psf 8.5 ft 17 ft 1.50 35.16 psf 17 25.5 ft 0.00 0 psf DISREGARD THESE VALUES, WHERE ASPECT RATIO IS <2 25.5 ft 85 ft 0.00 0 psf DISREGARD THESE VALUES, WHERE ASPECT RATIO IS <3 Z12019k19-035 SSD Scoreboards\SSD Scoreboard Calcsl.xlsx Beam: WF-BA2022 Shape: WBX21 j Material: A992 Length: 17.5 ft I Joint: N7 J Joint: N8 Envelope 2.116 Code Check: 0.879 (LC 2) Report Based On 97 Sections 1021.934 at 0 ft A _ . _ Ib 581.75 at 17.5 ft 43.863 at 0 ft I f(Y)?`=�a� '�•,:-,.m�`�._,_-= ksi -43.863 at 0 ft .166 at Oft to .094 at 17.5 ft ksi 5093.058 at 0 ft 1 i . Vy Ib .295 at 9.115 ft i' 1, 66483.847 at 0 ft �i ii I I M -- Ib -ft i 290.875 at 17.5 ft RISC 14th(360-10): LRFD Code Check Direct Analysis Method Max Bending Check 0.879 (LC Rjax Shear Check 0.082 (LC 2) Location 0 ft Location 0 ft Equation H1 -1b Bending Flange Compact Bending Web Compact Fy 50 ksi phi*Pnc 50049.048 lb phi*Pnt 2772001b phi*Mn 76500 lb -ft phi*Vn 62100 lb Cb 2.116 Compression Flange Non -Slender Compression Web Non -Slender Out Plane In Plane Lb 17.5 ft 17.5 ft KUr 166.749 60.064 L Comp Flange 17.5 ft Taub 1 9/11 HIM c anc GATE: 1/31/2019 E'N'GINEERING= s we1977 310 5th Street PROJECT: 19-035 551) SCOREBOARD momSpringfield, Dregorr97477 BY: Joshua Annett Telephone: ('41) 74F 0637 CHECKED BY: Rick Hernandez, P.E, S.E SHEET: EMBED FTG (DR BA2022) Post Foundation Design for Unconstrained Embedment (OSSC equation 18-1) Shape of Footing ROUND Su000rt Post Weight 1/2" Post Movement Acceptable? Yes 25 pif Ground -Level Constraint Condition Non -Constrained Scorebowd Weieht Allowable Soil -Bearing Pressure, 51 1500 psf (OSSC Table 1806.2) 525 Ib Allowable Lateral Soil -Bearing Pressure, S3 100 psf (OSSC Table 1806.2) AD Panel Weight Applied Axial Force:, Pa 800 Ib 200 Ib Applied Lateral Force, Pv 3056.28 Ib Wind/Seismic Only Height of Applied Lateral Force, h 13.25 ft Lateral Soil -Bearing Pressure for Design, q 267 psf Critical Bearing Pressure at depth, qmax 718 psf A 2.84 Depth of Overburden 0 in Design Size of Footing 421n 3.50 ft Design Depth of Footing 8.08 ft Required Width of Footing 22.57 in 1.88 ft OK Required Depth of Footing 7.99 ft OK FOOTING SCHEDULE BOARD# S1ZE HEIGHTTO SECTION FOOTING FOOTING CHECK CHECK TOP MODULUS WIDTH DEPTH 1#) (Wft)x(Hft) Ift) (in^3) (in) (ft) BA -2030 20'x 8.5' 17.5 0.00 42 8.5 OK OK FB -824 14'x 6' 15 0.00 42 6.33 OK OK BA -2022 16'x 8.5' 17.5 0.00 42 8.08 OK OK QUANITITY OF #4 LONGITUDINAL BARS = 13 Z:\201911 "35 SSD ScoreboardslSSD Scoreboard Calcsl.xlsx r Company 11RISA Designer Job Number Model Name BRANCH ENGINEERING, INC. J03HUA ANNETT 1 d-035 SSD Scoretoard' Hot Rolled Steel Section Sits _ Label Shape ,. T,- e' DeSicai' Limit `�"aterial 1 1 WF-BA2030 I W8X24 Beani 1 LlVide.Flari e l ,-6992 2 IWF=FB-824.1 W8X18 -, Beam 'I Wide Flange ! A992 3 : WF-BA2022 W8X21 _, .. Beam I Wide Flange I A992 ME Jan 31, 2019 9:39 AM Checked By: RICK HERNANDEZ, P.E., S.E. --1,5.3-- Hot .5_3-; Hot Rolled Steel Design Parameters Label .Shand Len( th[ft] Lb EA Lb nLfkl Lcomp toplftl Lcomp botLft L-torg1--K-out K -in Cb _Function 1 j lNF-BA2030 ; WF-BA2030 ' 17.5 ' Lb out — Lateral 2 . WF=:FB-824 I WF -FB -824 I . 15 1 1 Lb ouf i 1 - .... _ ! Lateral -- WF-BA2022 ' WF-BA2022 i 17.5 1 Lateral g , Lb out I Load Combinations Envelope AISC 14th 360-10 : LRFD Steel Code Checks Member.Shape - Sh Code Ch_.. Loc ftj LC S ... Loc LC hi` Ibt phi'Pnt rib l . ' 'Mn I - Cb EorL 193745.914 1318600.1 1 WF-BA2 30 W8X24 .893 0 1 2 101 0 2 86625 12.•••1 H1 -1b 2 WF -F6-824 it W8X18 530 .0 2'1 .051 0" 12.135571:6331 236700 63750 2....! H1 -1b 1 „ t,.T ��.�M inmvn� 0.7n n I ] (1527 n 150049-048 9779nf1 I 7R6nn 12....! H1 -11 - RISA -21D Version 17.0.1 [2:12019\19-035 SSD Scoreboards\models.r2d] Page 1