HomeMy WebLinkAboutARB202000039 Sign - Drawings 2020-08-11Ln
It
0
N
N
r
m
Convenience Architecture
NOTES: NOTES
SIGN CABINET 1 I. DESIGN IS BASED ON SO TO 120 MPH 3 SECOND
and Design P.C.
CONNECTION DESIGN GUST DESIGN WIND SPEED MAX PER IBC 2006.
BY OTHERS. EXPOSURE C.
2. FOUNDATIONS ARE BASED ON A SAFE LATERAL SOL
PRESSURE PSF PER
I" HEAVY
351 Sheetz Way, Claysburg, PA
16625
ELECTRICAL DESIGN BEARING MINIMUM OF 300
BY OTHERS. FOOT OF DEPTH. SOL REPORT WAS NOT FURNISHED.
ALLOWABLE BEARING PRESSURE SHOULD BE
HEX NUT
VERIFIED PRIOR TO PLACEMENT OF CONCRETE DO
I -
phone (814) 239-6013
m
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
`�
email tcolumbu@sheetz.com
Web site www.sheetz.com
AND SHALL MEET ASTM A500 GRADE B WITH A
`�
MINIMUM YIELD STRENGTH OF 46000 PSI FOR TUBE
�'
•�����
CA UBIN#ET
PLATE AND ANGLE SHALL MEET ASTM A36.
__.,.._... I
m
6 X6 XI/4"
STEEL TUBE
S. STRUCTURAL BOLTS SHALL BE ZINC COATED A325
UNLESS OTHERWISE NOTED.
uieA1W1
CAR
PROJECT NAME:
6. ANCHOR BOLTS SHALL BE CUT FROM A36 ROUND
STOCK. EXPOSED SURFACES SHALL BE
I" DIA.X42"
"•e
GALVANIZED TO PREVENT ION.
CARWASH
EXIT ONLY WALL SIGN
CARWASH INSTRUCTIONS WALL SIGN
OPEN /\
AND
BETWEEN COLUMN BASE PLATE AND
1. ALL VOIDS BETWEEN PLATE
LONG
m
FOUNDATION SHALL COMPLETELY
SURFACE SHALL -s
ANCHOR
SCALE I"=1'-0°
AREA = 2.09 SQ. FT.
SCALE I"=1'-0" AREA = 2.T5 SQ. FT.
m
HIGH O
FILLED WITH HIGH STRENGTH, NON -SHRINK GROUT.
STRENGTH,
8. WELDS SHALL BE MADE WITH ETOXX ELECTRODES jn
BOLT
TYPICAL OF TWO
)oSHINE
FIELD VERIFY PRIOR TO FABRICATION
BY PERSONS OUAURED IN ACCORDANCE WITH AWS
, U
'v
STANDARDS WITHIN THE PAST TWO YEARS.
2 —e
9 -II"
S. STEEL REINFORONG BARS SHALL CONFORM TO
�.,nNIwo
• . OTECT
ASTM Able, GRADE 60 WITH DEFORMATIONS IN
12, W
I" DIAX42" LONG
6" ORI8" CURB ANCHOR BOLT
ACCORDANCE WITH ASTM A-305. WELDING OF
REINFORCING BARS IS PROHIBITED.
W
10.THIS DESIGN IS PROTOTYPICAL AND SHOULD NOT
-_
OVER BE USED FOR SITE SPECIFIC APPUCATIOINS UNLESS
6•-0"
TURN DEEMED SUITABLE BY A COMPETENT
PROFESSIONAL ENGINEER.
CARTWAr GRADE
�. ••
'•
" HEAVY HEX
NUT, TACK
=s= I
-_ (A
PLEASE:
NO „,nSES
• NOoUALUES
m
_
.) L VERTICAL REINFORCEMENT-
i'•
WELD TO
,.,. _... .....
• FOW OFF
s ., •' t : :..' ..• '• LS) 05 BARS AT 13" O.C.
d..
S. OR II"�.'
BOLT
....-....,.
'�.'� HORIZONTAL REINFORCEMENT-
'" '" • : (e,) #5 BARS AT 14" O.C.
�'
: x J',
•^> ,'
v
"� lj''"•: ;,.•' ON LEEWARD AND WINDWARD
t
+:'t
m
FACDO NOT WELD REBAR.
E
3" MIN COVER
r
: �•:: '...: .'' .. ......
' Y... •w;
CARWASH
DISCLAIMER WALL SIGN
CARWASH WARNINGS WALL SIGN
CARWASH REGULAR 3 CHOICE
MENU BOARD
• .... .. ....
•::':• .:.;..•-'
..-..,'
OWNER'
• :'' +''
•': `•' • "'' "�'". "': '.'
` '"'
ANCHOR BOLT DETAIL
5CALE: I °=1 -e°
AREA = 6.ee SQ, FT,
SCALE: I°=1 -0° AREA = 2.e6 SQ. FT.
SCALE: I"=1'-0" AREA = 15 80. FT.
YDS. OF
I-6"
�4
NO SCALE
SIGN TO BE BACK UT
SHEETZ, INC.
CONCRETE REO'D
CO
PER FOUNDATION
1 -1
5700 SIXTH AVE.
CLEARANCE
BAR DETAILS
I 10 13"XI311Xl"
ALTOONA, PA 16602
NO SCALE
T STEEL BASE PLATE
O
TURN I" DIA.X42" LONG
1 1/4" DIA.
ANCHOR BOLT
GRADE
HOLE TYP.
W 9,"X9,"X1 /4"
`i m 0 p STEEL TUBE
A ,': >� i; .; A (6) #6 BARS ON A
OVER
3"X3"XI /2"
21' PATTERN WITH
TURN
", ' ;�:r •,, (4) #3 STIRRUPS 0
6"Xb"XI/4'
STEEL GUSSET
':. 6' O.C. AT TOP 18',
•`:
STEEL TUBE
0 0
'• THEN 15' O.C. z
CONSULTANT
•++J. THEREAFTER
U
STEEL GUSSET
1.32 CU. YOS. OF CONC. I' DIA.X42" LONG BASE PLATE DETAIL
REQ'D. PER a
ANCHOR BOLT
No 5CALE
CAISSON
2-6' MA
13'JCI3'XI' STEEL
BASE PLAT 1 /2"
OPTIONAL CAISSON FOUNDATION
PROJECT:
NO SCALE
d NO SCALE °
3"X3"XI/2" SHEETZ
STEEL GUSSET
d
n. A
HIGH STRENGTH,
NON -SHRINK GROUT
CLEARANCE BAR
M DESIGN INTENT UP TO 120MPH
1 CLIENT:
MAX.
4
�7
U� SIGN
COMPANY
° '
-�tIF-�J
CHAMFER �5107 EI33ELL AVENUE, ALTOONA, PENNSYLVANIA 16601
PHONE: (814) 949-8287 FAX: (814) 949-8293
RRUp
PROFESSIONAL
SECTION A -A r°
ANCHOR BOLT PROJECTION DETAIL
GUSSETT DETAIL BY: 1 eY. HMA
Projeet Number.
12-0282
NO SCALE
NO SCALE OF DATE:
04/25/12
Drawing Number.
B107360
KEYPLAN
620mm
ar 790mm
(31 ")
2 -i"
(24 5/1
OPTIONAL SIGN TOPPER
OPTIONAL SIGN TOPPER
CAR S F
6„
M'-4„
6„
6'-1 1 /2"
6'-4H,
1n
•
ME
;11s
2100mm
(82 13/16") 2 903/8'
o _►
®� :®: m
r n
CLEARANCE 7 —0
Z
9.5"X 96"X
3"
O
H
1600mm
CLEARANCE/ALERT BAR
(62 7/8")
�
U
_
I
�
LU
®
�
W
"
o
-
Q
a0
DARK BRONZE
610mm
ISSUE: 08-07-20
(24„)
PROJECT NO:
FIELD VERIFY
AUTHOR BY:
REVIEW BY:
--.,
DRIVING SURFACE
®®®
SHEET TITLE
T — (80) m
(36 5/8)3H-3"
990mm
(39.0")
CARWASH CLEARANCE SIGN ELEVATION
CARWASH
SIDE VIEW
TELLER
SCALE: 1/2"W-e"
SIGN DETAILS
TELLER
DET T VIEW
SCALE: )"=1'—e„
CARWASH TEXT AREA 4.98 SQ.FT.
SCALE' NO SCALE
ENTER HERE TEXT AREA: 4.32 SQ.FT.
TOTAL SIGN TEXT AREA: 9.3e SQ.FT.
SIGN