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HomeMy WebLinkAboutPermit Building 2019-03-18SCOREBOARD (BY OTHERS) VERIFY MODEL NUMBER PER SCHEDULE �1 FOOTING --' (BELOW), TYP. SCOREBOARD POST PER SCHEDULE, TYP. CONNECTION TO POST (DESIGN BY OTHERS), TYP. TYP. 2 >� S101 POST & JFOOTING, TYP. o0 ' f EQ. MIN. POST SPACING PER SCHEDULE L EQ_ VERIFYMAX. SCOREBOARD WIDTH PER SCHEDULE , M SCOREBOARD POST & FOOTING PM's 5101 SCALE. N.T.S. � POST & I FOOTING MAX HEIGHT Qw 00- 0Z C -D 0ZC-D o w � z o dT- BOTTOM iBOTTOM OF PL4 END CAP, WELD ALL AROUND g" EFFECTIVE BEVEL -GROOVE SCOREBOARD & AD PANEL (BY OTHERS) VERIFY MODEL NUMBER PER SCHEDULE CONNECTION TO POST (DESIGN BY OTHERS) SCOREBOARD POST PER SCHEDULE -SLOPE TOP OF FOOTING AWAY FROM POST AT ±27' 3" CLR. TYP. v v FINISHED GRADE n o tj CAST -IN-PLACE N ULn z W o �� CONCRETE FOOTING �, rT j x i 2�\\�� - > - j 15 BAR 18" LONG THROUGH LU C3 4" DIA. HOLE IN STEEL POST Z LU a , y _ o C7 o � �; v - ­Zc, i •; 1 (13) #4 LONGITUDINAL BARS, R o m CONTINUOUS AT EQUAL SPACING I- C) z �' vi AROUND PERIMETER OF FOOTING - Lal L yX #3 HOOP TIES D=24 TYP. w/ STD. HOOKS r ' ROTATE HOOK LOCATION AT En V EACH LAYER 3'-6" DIA. oy _ ROUND FOOTING o- 2 POST & EMBEDDED FOOTING S 101 SCALE: N.T.S. N 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. 3- 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 TO 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 IIS101- 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: o. MINIMUM f'c = 3000 PSI b. 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 DEPTH MIN. POST EMBED MIN. POST SIZE BA -2030 20'-0" W x 8`-6" H 17'-6" 12'-0" 8'-6" S'-6" W8x24 FB 824 14'-0" W x 6'-0" H 15'-0" 9'-0" 6'-4" 4'-6" W8x18 8A-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" )ALL AUVhNM)1N6 NANLL MUUNILU UfntwLT LICLU" Inc ­ncnv V. IN ADDITION TO THE SCOREBOARD AD PANEL SHALL NOT EXCEED 200 LBS. DESIGN CRITERIA WIND LOAD DESIGN CRITERIA BA5IC WIND SPEED -3 SEC GUST (mph) 120 RISKCATEGORY R WEND EXPOSURE C ANALYSIS PROCEDURE USED ASCE 7-l0 Ch 29-9 DEAD LOAD DESIGN CRITERIA LLj BA -2030 FB$z4 BA -2022 SIGN DEAD LOAD (Ib) 600 200 525 POST DEAD LOAD (PID 25 SOIL LOAD DESIGN CRITERIA un BASICALLOWASLE BEARING PRESSURE (PSO 1500 co SHORT TERM ALLOWABLE BEARING PRESSURE (PSO 2000 W Q C.D. BASICALLOWARLELATERAL BEARING PRESSURE(psfl 100 Ca Z SHORT-TERM ALLOWABLE LATERAL BEARING PRESSURE (PSTN 267 Z Ci CTURq� RED PR, GT NE09 #67092PE r Digitally signed by Ricardo Hernandez y OREGON N 1<1 30. zo \ �O Renews: JUNE 30.2019 __ anch WGINEERING_ Si—IY77 civil - transportati oa structural- geotechnical 5p.ing;ieId- OR 9: a77 W "1 746.0637 ...aran�hen9mee.�n9-ro.n ww Win fl dOR I AlhanYOR U Z 0 0 LL 0 LLj LLJo un m J U co J00 W Q C.D. Z Ca Z � O O Z rF v' V U OLO a fV (3)W QJ J W OV) 00 Q =� V � O NO Ld 1 C V) � LLJ oZ>u J V Z Z rY _ (/1 V) drawn hv. JJA designer; 11A Proiea moo: 19-035 PLAN, DETAIL, & NOTES she S7! 0 ■ 1 ■