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.
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JFOOTING, TYP. o0
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EQ. MIN. POST SPACING PER SCHEDULE L EQ_
VERIFYMAX. SCOREBOARD WIDTH PER SCHEDULE ,
M SCOREBOARD POST & FOOTING PM's
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� POST &
I FOOTING
MAX HEIGHT
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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.
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2 POST & EMBEDDED FOOTING
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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
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BA -2030 FB$z4 BA -2022
SIGN DEAD LOAD (Ib)
600 200 525
POST DEAD LOAD (PID
25
SOIL LOAD DESIGN CRITERIA
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BASICALLOWASLE BEARING PRESSURE (PSO
1500
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SHORT TERM ALLOWABLE BEARING PRESSURE (PSO
2000
W
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BASICALLOWARLELATERAL BEARING PRESSURE(psfl
100
Ca
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SHORT-TERM ALLOWABLE LATERAL BEARING PRESSURE (PSTN
267
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Digitally signed by Ricardo Hernandez
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PLAN,
DETAIL,
& NOTES
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