HomeMy WebLinkAboutARB202000108 Architectural Drawings 2020-10-02 (5)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.
BT OTHERS. 2 EXPOSUREC. ARE BASED ON A SAFE LATERAL SOL
I" HEAVY
351 Sheetz Way, Claysburg, PA
16625
ELECTRICAL DESIGN BEARING PRESSURE MINIMUM OF 300 PSF PER
`�
BT OTHERS. FOOT OF DEPTH. SOL REPORT WAS NOT FURNISHED.
ALLOWABLE BEARING PRESSURE SHOULD BE
HEX NUT
VERIFIED PRIOR TO PLACEMENT OF CONCRETE DO
I _ _ I
phone (814) 239-6013
NOT PLACE FOUNDATION IN FILL
��1
email tcolumbu@sheetz.com
m
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
INSTNUCTIOXS
Web site www.sheetz.com
AND SHALL MEET ASTM AS00 GRADE B WITH A
W
`�
MINIMUM YIELD STRENGTH OF 46000 PSI FOR TUBE
CABINET
PLATE AND ANGLE SHALL MEET ASTM A36.
—
6"X6`A14"
5. STRUCTURAL BOLTS SHALL BE ZINC COATED A325
•
�.
CAR
PROJECT NAME:
m
STEEL TUBE
UNLESS OTHERWISE NOTED.
6. ANCHOR BOLTS SHALL BE GUT FROM A36 ROUND
STOCK. EXPOSED SURFACES SHALL BE
TO PREVENT
I" DIA.X42"
• • •
NEW SHEETZ STORE
GALVANIZED OR COATED ION.
GARWASH
EXIT ONLY WALL SIGN
GARWAHI-I INSTRUCTIONS WALL SIGN
_
OPEN /\
1. ALL VOIDS BETWEEN COLUMN BASE PLATETE AND AND
LONG
m
FOUNDATION SURFACE SHALL BE COMPLETELY
-�
ANCHOR
SCALE: I"=1'-0"
AREA = 2.0S SQ. FT.
SCALE: I"=1'-0" AREA = 2.T5 SQ. FT.
FILLED WITH HIGH STRENGTH, El*SHRINK GROUT.
8. WELDS SHALL BE MADE WITH ETBXX ELECTRODES M
BOLT
TYPICAL OF TWO
M
FIELD VERIFY PRIOR TO FABRICATION
BY PERSONS QUALIFIED IN ACCORDANCE WITH AWS
A B L E M A R
L E
STANDARDS WITHIN THE PAST TWO YEARS.
2 —0
m
S. STEEL REINFORCING BARS SHALL CONFORM TO
I" DIHOR LONG
ASTM A615 GRADE 60 WITH DEFORMATIONS IN
ACCORDANCE WITH ASTM B5. WELDING OF
I
.p
11 0"
6" 8" CURB ANCHOR BOLT
REINFORCING BARS IS PROHIBITED.ALAN
COUNTY
10.THI5 DESIGN IS PROTOTYPICAL AND SHOULD NOT
OVER BE USED FOR SITE SPECIFIC APPLICATIONS UNLESS
`
_
] DEEMED SUITABLE BY A COMPETENT
v.nea w..F.
2' 0/'
PROFESSIONAL ENGINEER.
is
CARTWAT ./AL GRADE
• ! 4, y
I" HEAVY HEX
I
`?
Int. of State Route 29
}'
NUT, TACK
Cif
PLEASE:
NONRLNEE
•NO CWLLIEB
and Airport Road
3 •-
•.
VERTICAL RENFORGEMENT
WELD TO
• NM WIPER80FF
Ablemarle County
S
(5) "5 BARS AT 13" O.G.
9" OR II"
BOLT..........
'a '•�'
HORIZONTAL REINFORCEMENT-
(5)"SBARS ATI4"O.G.
' ✓
"`f,•:
;
Virginia
'{ •': `. ':
+ A"
ON LEEWARD AND WINDWARD
• •' .. / 6;.'i
FACE DO NOT WELD REBAR.
3" MIN COVER
GARWASH
DISCLAIMER WALL SIGN
GARWASH WARNINGS WALL SIGN
GARWASH REGULAR 3 CHOICE MENU BOARD
r.•� �.':• �• •�• .:. ;
.:':• `:+• :,'•. '� : .•
4
'�:^`: ": •.
ANCLHOR BOLL DETAIL
SCALE: I"=I'-0"
AREA = 6.00 5Q. FT.
SCALE: I"=I'-0" AREA = 2.06 5Q. FT.
SCALE: I"=I'-0" AREA = 15 SQ. FT.
YDS.
2.55 CU OF
I
2_6"
SIGN TO BE BACK LIT
SHEETZ, INC.
GQNGRETE REQ'D
PER FOUNDATION
5700 SIXTH AVE.
ALTOONA, PA 16602
CLEARANCE BAR DETAILS
I 10I 13"X13"X1"
NO SCALE
TY STEEL BASE PLATE
TURN I" DIA.X42" LONG
1 1/4" DIA.
ANCHOR
BOLT
GRADE
HOLE TYP.
W 6"X6"XI /4"
`i
:3 STEEL TUBE
A .'::�..:.: A
(6) #6 BARS ON A
3"X3"Xl /2"
M ".... ;.�.
21' PATTERN WITH
TURN
..,
(4) #3 STIRRUPS W
&'>WXI/4"
STEEL GUSSET
6' O.C. AT TOP 18',
STEEL TUBE
O O
'
�'"^'
THEN 15" O.C.
3•x3"xlh"
CONSULTANT
�•
THEREAFTER
L)
STEEL GUSSET
1.32 CU. YDS. OF LONG. I" DIA.X42" LONG BASE PLATE DETAIL
.. •,:.,,�; •,
REQ'D. PER a
ANCHOR BGLT
NO SCALE
I?'-6" DA
.
CAISSON
13'XI3"XI" STEEL BASE PLAT I/2"
OPTIONAL CAISSON FOUNDATIONPROJECT:
NO SCALE
° NO SCALE a
EEL GUSSET
°,
CLEARANCE BAR
DESIGN INTENT UP TO 120MPH
MAX.
d ::' .
W 0 ., `/ ;/;�,. '. M V
HIGH STRENGTH,
° Q' NON -SHRINK GROUT
S3"X34XI/2"SHEETZ
m
CLIENT:
K
a
° °
QQ SIGN
COMPANY
N y 3T
AVENUE, I3601
CHAMFER 5107 KISSONE:
(L
PHONE: (B14) 949-8287 FAX:
28700NF :
(014)LVANIA949-8
(B14) 949-8293
PROFESSIONAL
T}p
SHT. BY:
Project Number.
SECTION A -A
ANCHOR BOLT PROJECTION DETAIL
GUSSETT DETAIL 1 HMA
12-0282
NO SCALE
NO SCALE OF DATE:
04/ 25/ 12
Drawing Number
mmber.
B60
KEYPLAN
620mm
790mm
(31")
(24 5/1
OPTIONAL SIGN TOPPER
OPTIONAL SIGN TOPPER
CAR
(o"
M'-4"
fo„
(o'-I
1 /2"
MEMO
N
N151
ON-ILLIMINATED
1
2100mm
(82 13/16")
290mm
o _
®�
/'� �/�p/���� »
s
j
S
®
Z
O
9.5"X 96"X 3"
1600mm
®
LET
CLEARANCE/ALERT BAR
4
(62 7/8")
U
U
w
—
Q
�
o
00
DARK BRONZE
Y
r
<
61 m
ISSUE: 10-02-20
(24")
M'-4"
PROJECT NO:
FIELD VERIFY
AUTHOR BY: NMI
REVIEW BY:
DRIVING SURFACE
SHEET TITLE
80) m
(36 5/8"
3 -3"
990mm
(39.0")
CARWASH CLEARANCE SIGN ELEVATION
GARWASH
SIDE VIEW
TELLER
SCALE: 1/2"=1'-O"
SIGN DETAILS
TELLEfR
DET,�( T VIEW
//-1 '-0"
SCALE: 1
GARWASH TEXT AREA: 4.98 SQ.FT.
SCALE NO SCALE
ENTER HERE TEXT AREA: 4.32 SQ.FT.
TOTAL SIGN TEXT AREA: 1B.30 SQ.FT.
SIGN