HomeMy WebLinkAboutARB202000046 Sign - Drawings 2020-04-0920'-4"
r 1 2.55 CU. YDS. OF
CONCRETE REQ'D
PER FOUNDATION
OVER
tURN 1 DIA.X42" LONG
_ANCHOR BOLT
GRADE
CLEARANCE BAR DETAILS
NO SCALE
A A(6) #(o BARS ON A
21" PATTERN U11TH
(4) #3 STIRRUPS ca
fo" O.G. AT TOP 18",
THEN 15" O.G.
THEREAFTER
1.32 CU. YDS. OF GONG.
RE&D. PER
CAISSON
2-6" DIA
OPTIONAL CAISSON FOUNDATION
NO SCALE
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SECTION
A -A
21C
(82
280mm
(11")
SIDE VIEW
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TURN
NOTES
SIGN CABINET B
CONNECTION DESIGN
BY OTHERS.
ELECTRICAL DESIGN
BY OTHERS.
3E
(2„
WSSET
DIA.X42" LONG
NCHOR BOLT
13"XI3"XI" STEEL BASE PLAT
iH STRENGTH,
'4-5HRINK GROUT
ANCHOR BOLT PROJECTION DETAIL
NO SCALE
'TIONAL SIGN TOPPER
1�7:71�11�[eIa1�1:7y_�il�
TELLER DETAILS
SCALE: NO SCALE
1 /2"
CHAMFER
MOTIrr.�
NOTES
I. DESIGN IS BASED ON 50 TO 120 MPH 3 SECOND
GUST DESIGN WIND SPEED MAX. PER IBC 2006.
EXPOSURE C.
2. FOUNDATIONS ARE BASED ON A SAFE LATERAL 501L
BEARING PRESSURE MINIMUM OF 300 PSF PER
FOOT OF DEPTH. SOIL REPORT WAS NOT FURNISHED.
ALLOWABLE BEARING PRESSURE SHOULD BE
VERIFIED PRIOR TO PLACEMENT OF CONCRETE. DO
NOT PLACE FOUNDATION IN FILL.
3. CONCRETE SHALL BE MIXED TO ATTAIN A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS.
4. SUPPORT MEMBER SHALL BE FREE FROM DEFECTS
AND SHALL MEET ASTM A500 GRADE B WITH A
MINIMUM YIELD STRENGTH OF 46000 PSI FOR TUBE.
PLATE AND ANGLE SHALL MEET ASTM A36.
5. STRUCTURAL BOLTS SHALL BE ZINC COATED A325
UNLESS OTHERWISE NOTED.
6. ANCHOR BOLTS SHALL BE CUT FROM A36 ROUND
STOCK. EXPOSED SURFACES SHALL BE
GALVANIZED OR COATED TO PREVENT CORROSION.
1. ALL VOIDS BETWEEN COLUMN BASE PLATE AND
FOUNDATION SURFACE SHALL BE COMPLETELY
FILLED WITH HIGH STRENGTH, NON -SHRINK GROUT.
8. WELDS SHALL BE MADE WITH EIOXX ELECTRODES
BY PERSONS QUALIFIED IN ACCORDANCE WITH AWS
STANDARDS WITHIN THE PAST TWO YEARS.
S. STEEL REINFORCING BARS SHALL CONFORM TO
ASTM A615 GRADE 60 WITH DEFORMATIONS IN
ACCORDANCE WITH ASTM A-305. WELDING OF
REINFORCING BARS 15 PROHIBITED.
10.THI5 DESIGN IS PROTOTYPICAL AND SHOULD NOT
BE USED FOR SITE SPECIFIC APPLICATIONS UNLESS
DEEMED SUITABLE BY A COMPETENT
PROFE55IONAL ENGINEER.
1'—�"
18jj
BASE PLATE DETAIL
NO SCALE
1/2"
X3"XI /2"
'EEL GUSSET
GUSSETT DETAIL
NO SCALE
0
Omm
5/8"y---
990mm
(39.0")
FRONT VIEW
13"Xl 3"Xl
STEEL BASE PLATE
1 1/4" DIA.
HOLE TYP.
(o"Xro"XI /4"
STEEL TUBE
3"X3"X1 /2"
STEEL GUSSET
I" HEAVY
HEX NUT
I" DIA.X42"
LONG
ANCHOR
BOLT
1" HEAVY HEX
NUT, TACK
WELD TO
BOLT
ANCHOR BOLT DETAIL
NO SCALE
SHEETZ
CLEARANCE BAR
DESIGN INTENT UP TO 120MPH MAX.
OPTIONAL SIGN TOPPER
L;�LILJ�T SIGN COMPANY
5107 EISSELL AVENUE, ALTOONA, PENNSYLVANIA 16801
PHONE: (814) 949-8287 FAX: (814) 949-8293
1 F, H MA 1--,—
..
12-0282
DATE: 04/25/12 Drawing
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ARWASH MENU BOARD
SCALE: 1 Jj =1 I-0J1
SIGN TO BE BACK LIT
CARWASH CLEARANCE SIGN ELEVATION
SCALE: 1 /2"=1 '-O"
2'-6 1 /4j'
54+E ETZ..-
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CAR WASH DIRECTIONAL SIGN
SCALE: 1 Jj =1I-e"
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DATE:
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