HomeMy WebLinkAboutARB202000108 Architectural Drawings 2020-12-03Convenience Architecture
jh,HP CUPOLA
E
D FINISH FLOOR
moo„-
C
FRONT ELEVATION FACES EAST / US 29 - SEMINOLE TRAIL
1/4"= 1'-0"
ROOFTOP MECHANICAL
EQUIPMENT SHALL NOT
BE VISIBILE FROM THE
ENTRANCE CORRIDOR
TOP OF WALL CAP
21'-5.1
B QFINISH FLOOR
0' _ 01. -
I_1
9'-21"'
2
OUTLINE AREA = 21.65 SQ.FT.
BOX AREA = 25.94 SQ.FT.
TYPICAL OF 3
LEFT ELEVATION FACES SOUTH /AIRPORT ROAD
1/4"= 1'-0"
HP CUPOLA I1
FINISH FLOO
01--0"
BUILDING
ELEVATIONS
October 5, 2020
TOP OF WALL CALLHIGH1 /1
22' --8"
F WALL CA�OWR
19' - 10 1/4
FINISH FLOOR
AL
and Design P.C.
351 Sheetz Way, Claysburg, PA 16625
phone (814) 239-6013
email tcolumbu@sheetz.com
web site www.sheetz.com
PROJECT NAME:
E
NEW SHEETZ STORE
ABLEMARLE
COUNTY
INT. OF STATE ROUTE 29
AND AIRPORT ROAD
ABLEMARLE COUNTY
VIRGINIA
OWNER:
SHEETZ, INC.
5700 SIXTH AVE.
ALTOONA, PA 16602
IN
CONSULTANT
PROFESSIONAL
N
KEYPLAN
L
ISSUE: 10-3-2020
PROJECT NO: 172556
AUTHOR BY: JEB, RJK
REVIEW BY: TMC
A SHEET TITLE
EXTERIOR
ELEVATIONS
WALL MOUNTED "SHEETZ" BUILDING SIGN
1/2" = 1-0"
u
C
r
9
5
YI
A200
Convenience Architecture
1 TOP OF CANOPY
BOTTOM OF CANOPY
2 1/2"
BOTTOM OF SIGNS ON SIDE
TOP OF A.C.M. COLUMN WRAP
14-g,—._
e -e"
OP OF SLAB
51DE D STORE 51DE ELEVATION
SCALE: 3/I6" =1'-6"
TOP OF CANOPY
BOTTOM OF CANOPY
2 1/2"
17 BOTTOM OF SIGNS ON SIDE \'
-. —\ — — —
TOP OF A.C.M. COLUMN WRAP\
A.C.M.
SPLIT 116 61LN
LOCATION —
.I IE
�P OF SLAB
SIDE B STREET SIDE ELEVATION
SCALE: 3/I6" =1'-6"
51DE C RIGHT SIDE ELEVATION
SCALE: 3/I6" =1'-6"
SIDE A J
/n
STORE SIDE
RED ACM COLOR TO MATCH
RANTONE aelc
DARK BRONZE ACM
COLOR TO MATCH
FANTONE 440C
SIDE D
RED'gLM LOLOR TO MgTLH
GIT
TOP OF CANOPY 1
21-0 5/19Y}
— TOP OF TRUSS
IS
BOTTOM OF SIGNS ON SIDE
15
TOP OF A_C. M. COLUMN WRAP 1
14 -0
CM C OR TO
440C
TOP OF CANOPY
0 5/16"
1111 TOP OF TRUSS —
_4-
BOTTOMOF SIGNS ON SIDES
TOP0
OF A.O.M. COLUMN WRAP
14="—.—.—.—.—.—.—
DARK BRONZE ACM
MATCH FANTONE 44,
LIGHT
RED ACM COLOR TO MATCH
'ANTONE ]01L
SIDE
DECAL
TOP OF STONE 1 1 TOP OF STONE — — — — . — . — IIII
6
TOP OF SLAB 1
O
---
`^
® ❑® ❑® ❑®
0
U `m
LU
W n�
1
'
ns ,S
0 w
Q
~ s�
- - - - - - - - - - -
U
—
ee ee ee e
SPLIT FLAG
SIGN LOCATIONS
STREET SIDE
56 E.
PLAN VIEW FOR LOGO LOCATIONS
56> -Og
OP OF SLAB
SIDE C
SPLIT' FLAG
SIGN LOCATIONS
,m
51DE A LEFT 51DE ELEVATION
SCALE: 3/I6" =1'-6"
—TOP OF CANOPY
-0 3/8
BOTTOM OF TRUSS
14 -0
STREET
AUTO DIESEL/ETHANOL FREE
FLAG SIGN ELEVATION
SCALE = NO SCALE
Ell, I'D 516N
LIGHT
11 2' I SIGN MOUNTS TO
GAS CANOPY POSTS
A
U
T
0
D MILL FINISH ALUMINUM
E PAINTED GREEN
S
E
L
F
R
E
E
GLOSS WHITE VINYL
LETTERS
MILL FINISH ALUMINUM
PAINTED RED
DOUBLE FACED SIGN 4 REQUIRED
FLAG SIGN AREA = 5.08 SQ. FT.
AUTO DIESEL/ETHANOL FREE
FLAG SIGN DETAIL
SCALE = NO SCALE
10°X 10
TUBE W1
DARK E
DARK E
TO MAT
STONE E
STONE C
COLUMN ELEVATION
SCALE: 1 /2" =1'-0"
SIGN MOUNTING POLES
TO 5E PAINTED DARK BRONZE
15.31 SQ. FT. BOX AREA
13.23 SQ. FT. OUTLINE AREA
TYPICAL OF THREE
CANOPY MOUNTED SHEETZ 5IGN DETAIL
SCALE: 1/7" =1"-6
2'-1 'X 2'-1 2' CAST STONE SILL
TO MATCH STONE ON STORE
3' DIA. PVC DOWN SPOUT
FROM CANOPY
2'-0" X 2'-e" STONE BASE
TO MATCH STORE
CANOPY
October 5, 2020
2 =1 1,2"
CAST STONE SILL
2-e"
STONE BASE
I'-10' X 1 '-10' DARK BRONZE
A.G.M. COLUMN WRAP
and Design P.C.
351 Sheetz Way, Claysburg, PA 16625
phone (814) 239-6013
email tcolumbu@sheetz.com
web site www.sheetz.com
PROJECT NAME
NEW SHEETZ STORE
ABLEMARLE
COUNTY
Int. of State Route 29
and Airport Road
Ablemarle County
Virginia
OWNER:
SHEETZ, INC.
5700 SIXTH AVE.
ALTOONA, PA 16602
CONSULTANT
PROFESSIONAL
KEYPLAN
ISSUE: 10-01-20
PROJECT NO:
AUTHOR BY: NMI
REVIEW BY:
SHEET TITLE
GAS AWNING
DETAILS
LU
H
Y
SPLIT FLAG 5IGN ELEVATION AND DETAIL
SCALE: 14 =1 -e
STONE COLUMN BASE DETAIL
SCALE; 1 /4" =1'-e"
AWNING
WE
v
Convenience Architecture
and Design P.C.
351 Sheetz Way, Claysburg, PA 16625
phone (814)239-6013
email tcolumbu@sheetz.com
web site www.sheetz.com
PROJECT NAME:
NEW SHEETZ STORE
GLEN -GERM CORP. - ST. WINDSOR 3-O" X S'-I" - 21.25 SQ. FT. LED OPEN/CLOSED WALL
SIGN AGM FASCIA, COLOR TO
AGM FASCIA, COLOR TO MATCH
LED OPEN/CLOSED WALL SIGN GLEN -GERM CORP. - ST. WINDSOR
GROUT: NATURAL WITH GRAPEVINE JOINT CAR WASH SIGN ILLUMINATED SIGN. VERIFY MATCH "DARK BRONZE"
"DARK BRONZE"
ILLUMINATED SIGN. VERIFY GROUT: NATURAL WITH GRAPEVINE JOINT
LOCATION WITH SITE PLAN
LOCATION WITH SITE PLAN
BRONZE WALL PACK SAFETY LIGHT
A B L E M A R L E
0
0
-
26 GA, GALVANEAL TRIM
-
O U N TY
PAINTED DARK BRONZE
--�—s-------m------T---- OPEN-----�- z--�-s---
>•���-i�r���
F����[
OPEN
�ew�ac
�
ACM FASCIA, COLOR TO
�� �� ��� —�
Int. of State Route 29
MATCH "DARK BRONZE"
y ���_����r•
—��_�"'_�—_���
r.r.nrr.—r■r■r■rtrr■
r.r.r.RS•r.—���
- --
-_
[. s,rr���r��rr�
and Airport Road
-
rr��[. s rr��[
r•
r -
___ -
Ablemarle County
r
-
����rc
Virginia
Go
�'
>•�Nk•
�ir.r. a Zr.r.r■r ��rr.
OWNED'
SHEETZ, INC.
GRADE
GRADE
5700 SIXTH AVE.
I/2" TEMPERED GLASS W/ 3/8" BUTT JOINT
AIR LIFT DOOR
ALTOONA, PA 16602
TRIM AROUND
TOP AND 51DE5
OF WINDOW TO
BE DARK BRONZE
FRONT ELEVATION
RIGHT ELEVATION
(ENTRANCE)
SCALE: I /4"=1 "-0"
SCALE: I /4"=I "-6"
n
r
CONSULTAN
INS=RUC -IUNS
.0
®
CARWASH
INSTRUCTIONS WALL SIGN LED
OPEN/CLOSED WALL 61GN
BUILDING WALL SIGN
CARWASH DISCLAIMER WALL SIGN CARWASH EXIT ONLY WALL SIGN
CARWASH WARNINGS WALL SIGN
PROFESSIONAL
SCALE: 1"=1'-6" AREA = 2.e6 SQ. FT. SCALE:
I"=1'-0" AREA = 2.15 SQ. FT.
AREA = 2.81 SQ. FT.
AREA = 21.25 SQ. FT.
SCALE: I =1 -6 AREA = 6.00 SQ. FT. SCALE I"=1'-6" AREA = 2.05 SQ. FT.
TYPICAL OF 2
TYPICAL OF 1
TYPICAL OF TWO
SEE PAGE 2 FOR DETAIL SEE PAGE 2 FOR DETAIL
CARWASH TEXT AREA = 8.36 SQ. FT.
-------------------------------i
I I
------------------------------
KEYPLAN
ACM FASCIA, COLOR TO
GLEN -GERM CORP. - ST. WINDSOR
GLEN -GERM CORP. - ST. WINDSOR
MATCH "DARK BRONZE"
GROUT: NATURAL WITH GRAPEVINE JOINT
GROUT: NATURAL WITH GRAPEVINE JOINT
BRONZE WALL PACK SAFETY LIGHT
0
W[:9
��
� AGM FASCIA, COLOR TO
MATCH 'BARK BRONZE"
������—�����—�����—�����—�����—�����—�����—��
1 �r\rl"- •erR=over--
26 GA, GALVANEAL TRIM
ilr1YL )� s�ri
�YC�
PAINTED DARK
BRONZE
>.
2e GA GALVANEAL TRIM
��
PAINTED DARK BRONZE
,
����Rr�rlrN��ll��—rN��ll��—���xHt•�—���R��—���R!•�—���x��—�� ���MG._
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GRADE >•����[. �����C ���t �����1_ �����[. . . [. >•����c _��
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GRADE
_..,,.ram"
Z
0
0
_0
_
I _AIR
a-
LIFT
DOOR
31
15-I"
Ui
0
REAR ELEVATION
LEFT ELEVATION (EXIT)
w
SCALE: 1 /4"=1 "-O"
SCALE: 1 /4"=1 "-O"
0
Y
Q
ISSUE: 10-02-20
PROJECT NO:
AUTHOR BY: NMI
REVIEW B.
CAR WASH
SHEET TITLE
CARWASH
ELEVATIONS & SIGNS
ELEVATIONS
October 5, 2020
ELEVATIONS
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
Convenience Architecture
and Design P.C.
351 Sheetz Way, Claysburg, PA 16625
phone (814)239-6013
email tcolumbu@sheetz.com
web site www.sheetz.com
PROJECT NAME:
NEW SHEETZ STORE
13-3
ABLEMARLE
DARK BRONZE GAP
COUNTY
■ �_
4„
Ivii
0..
DARK BRONZE AGM GAP
�-
Int. of State Route 29
lV
� ■��
!�
and Airport Road
Ablemarle County
SIGN PANELS ARE INTERNALLY ILLUMINATED
,__
,;�116L
Virginia
•
8" X 8" STEEL TUBE
• ���
—�-
�•
OWNER.
'
SHEETZ, INC.
BRICK VENEER TO MATCH STORE
5700 SIXTH AVE.
ALTOONA, PA 16602
1
D
LANDSCAPING, SEE SITE DRAWINGS FOR
ADDITIONAL INFORMATION
_
LANDSCAPING, SEE SITE DRAWINGS FOR
ADDITIONAL INFORMATION
1
�i%/�!!•s�AS�'�wf 11'�A��=7i•'��%�A �"'thl9�f►
!
CONSULTANT
OWN 'i i
BRICK VENEER TO MATCH STORE "'! "`� �'--' "" "- \, o r i • ►•`� fd
SEE SIGN FOUNDATION CALCS FOR FOOTING AND
REINFORCEMENT SIZE
MONUMENT SIGN FRONT ELEVATION
MONUMENT SIGN SIDE ELEVATION
PROFESSIONAL
SCALE: 12 =1 -0 FRONT ELEVATION AREA: 54.21 SQ. FT.
SCALE: 1/2"=1'-0`
KEYPLAN
13-3
AGM CAP
12-1
8" X 8" X3/8" STEEL TUBE COLUMNS, SEE
8-1
STRUCTURAL DRAWINGS (TYP. OF TWO)
SIGN CABINET
METAL STUDS, SIZE B GA. AS NEEDED
w
BRICK VENEER, TIE BACK TO METAL STUDS
Y
_ m
- (L
Q
VQ
i4 U
t]
8 -1" WIDE X 2'-41" HEIGHT X 30' DEEP
INTERIOR ILLUMINATION
\+ m
:z
R1 V
DOUBLE FACED EXTRUDED ALUMINUM SIGN
24VDC LED BACKLIGHTING
Q
CABINET W/ REMOVABLE RETAINER FOR
ELECTRICAL REQUIREMENTS
N
SIGN ACCESS.
SWITCHED SIGN CIRCUIT: 120VAC 50/60 HZ, 2 AMPS
NON -SWITCHED CONTROL CABINET CIRCUIT
120 VAC 50/60 HZ, 2 AMP
8'-]" L X 2'-4 4'H X 30'D SIGN
CABINET BELOW BRICK
•
3° GAP
S
Z
3
PLAN VIEW
'-0`IL
•
1
0
SCALE: 1 /2"=1
c
v
CABINET PAINTED "SHEETZ RED"
8 -I
w
o
v
AREA = IS.02 SQ. FT.
W
H
OPAQUE OR TRANSLUCENT BACKGROUND/
IS" CHANGEABLE NUMERALS
WHITE TRANSLUCENT COPY DECORATEDTYPICAL
OF TWO CABINETS
TRANSLUCENT WHITE COPY
Y
PER COMMODITY PANEL
OPAQUE RED (3630-83) BACKGROUND
o
2-
ISSUE: 10-02-20
6
v
PROJECT NO:
OPAQUE BACKGROUND
AUTHOR BY: NMI
CA
GREEv
REVIEW BY:
(11
_3 I I2 "
OPAQUE BACKGROUND i ��
_8 /2
WHITEITRANSL GENT COPY '1/2"
3 —S
SHEET TITLE
r
RED 3M 3630-83 3 I
o
WHITE TRANSLUCENT COPY
= =
=
MONUMENT SIGN
DETAILS
In
V
•ON
I DIESEL
SIGN AREA 16.1-1 SQ.FT. N N
PANEL HAS OPAQUE (NON -LIT) BACKGROUND
v
NSIG
v
Convenience Architecture
I. POSITION PREFORM LOOP APPROXIMATELY I'-3 FROM
and Design P.C.
CURB, CENTERED IN FRONT OF THE MENUBOARD OR
ASPHALT
INSTALLATION
SPEAKER POST.
2. LOOP SHOULD BE INSTALLED 2" - 3' BELOW THE SURFACE
351 Sheetz Way, Claysburg, PA 16625
OF THE PAVEMENT. (5" MAX. DEPTH)
�02 PREFORM ASPHALT
3. IF INSTALLED IN ASPHALT, COVER LOOP WITH I" MIN. SOIL
phone (814) 239-6013
LOOP
OR SAND TO PROTECT FROM HOT ASPHALT.
email tcolumbu@sheetz.com
O
web site www.sheetz.com
4. CONNECT LOOP TO 1/2" CONDUIT STUBBING UP IN
TO 12">62"
TOP OF MAGNETIC LOOP
MENUBOARD/SPEAKER POST. QUAZITE
JUNCION Box 2" BELOW TOP OF CONCRETE
+ + + SOIIL + +
SOIL
+ +
5. WIRE MESH OR REINFORCEMENT IN CONCRETE SHOULD
CONNECT TO STORE DRIVE-THRU SYSTE
PROJECT NAME:
BE CUT AWAY IN MIN. OF 6' FROM PERIMETER OF LOOP.
ALLOW APPROX.I IN. OF SOIL OR SAND
NEW SHEETZ STORE
BETWEEN ASPHALT AND LOOP
6. ALL CONNECTIONS AND SPLICES TO LOOP WIRES MUST
BE SOLDERED.
/DRIV -T H R U
PI K UP 12"HIGH
ABLEMARLE
102 PREFORM CONCRETE
LOOP PAVEMENT
2-3 IN
LOOP DEPTH
'A
LETTERS
Z
COUNTY
SAND AND
Lj
TOP OF MAGNETIC LOOP
2' BELOW TOP OF CONCRETE
GRAVEL BASE
Int. of State Route 29
+ + + + +
and Airport Road
Ablemarle County
LOOP SUPPORT
Virginia
SIDE VIEW
INSTALLED
PARKING SPACE PAINTING DIAGRAM
DRIVE THRU WINDOW
DETAIL
OWNER:
=
SCALE:%" I'-e"
SHEETZ, INC.
CONCRETE INSTALLATION
MENU50ARD W1
SPEAKER POST INSTALLATION
NO SCALE
NO SCALE
5700 SIXTH AVE.
ALTOONA, PA 16602
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CONSULTANT
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PROFESSIONAL
,
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ORDER POINT CANOPY,
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1
I0'-0" SIGN AREA
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DRIVE THRPTOTHISM
FRONT ELEvATION
01
LOCATION
S .
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EXTEND LOOPS FROM
I
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CLEARANCE SIGN
/
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DRIVE THRU TO THIS
\
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LOCATION
SERVICE WINDOW
\
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CANOPY, SEE BUILDING
ELEVATION SHEETS FOR
CLEARANCE 11'-0"
SIGNAGE
... DO NOT CUT EXPANSION
JOINTS IN DRIVEPAD AT
/� \
o
SERVICE WINDOW OR
/ \
v
ORDER POINT CANOPY
TO PREVENT DAMAGE
/ \
EMEND LOOPS F
TO LOOPS.
/ Q • \
DRIVE THRU TO THIS
LOCATION
/ •O® /
PAINTED S"xg"
"DRIVE THRU PICK UP
/' //'
//
Q
STEEL TUBE
ZONE' PAINT RED STRIPES
\\\ C LETTERS ON PAVEMENT
TO MATCH PANTONE 440C
DARK BRONZE AGM
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TO MATCH PANTONE 449C
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ISSUE: 10-01-20
v
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PROJECT NO:
SITE SIGN PLAN
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AUTHOR BY: NMI
REVIEW BY:
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NO SCALE
SHEET TITLE
\ /
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STEEL BASE PLATE,
\\\ �'
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REFER TO FOUNDATION
'
DRAWINGS
,�
DRIVE THRU
LEFT ELEVATION
RIGHT ELEVATION
��'
,
DETAILS
SIGN AREA = 4.65 5Q. FT.
ORDER
POINT ELEVATIONS
CANTILEVERED CLEARANCE BAR
DETAILS
DT=1
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SCALE: 1/2"=1' 6" SIGN AREA = 6.36 SQ. FT.
v
IV
NOTES:
I" DIA. HEAVY
1.
DESIGN IS BASED ON SO MPH 3 SEC
HEX NUTS
GUST DESIGN WIND SPEED PER NCBC 200S.
1" DIA. THREADED
EXPOSURE C.
STEEL SUPPORT TUBE
2.
CAISSON FOUNDATION ANALYSIS IS BASED ON
A SAFE LATERAL SOIL BEARING PRESSURE OF
WASHER FOR I"
PSF PER FOOT OF DEPTH. SOL REPORT WAS
DIA. ANCHOR BOLT
NOT FURNISHED. ALLOWABLE BEARING PRESSURE
SHOULD BE VERIFIED PRIOR TO PLACEMENT OF
CONCRETE. DO NOT PLACE CONCRETE IN FILL
4
3.
CONCRETE SHALL BE MIXED TO ATTAIN A
MINIMUM COMPRESSIVE STRENGTH OF 3000
PSI IN 28 DAYS.
4.
SUPPORT MEMBERS SHALL BE FREE FROM
'
DEFECTS AND SHALL MEET ASTM A500
GRADE B WITH A MINIMUM YIELD STRENGTH
_m
I'DIA.
OF 46PSI FOR TUBE. PLATE AND ANGLE
``"
ANCHOR BOLT
N
SHALL MEET ASTM A36. ALUMINUM SHALL BE
FABRICATED FROM 3003-W14 SHEET OR
EXTRUDED FROM 6063-TB ALLOY.
5.
STRUCTURAL BOLTS SHALL BE ZINC COATED
d A IB A N C IB OO° - ®W
A325 UNLESS OTHERWISE NOTED.
6.
ANCHOR BOLTS SHALL BE CUT FROM A36
ROUND STOCK. EXPOSED SURFACES SHALL BE
01
fo" DIA. PVC
GALVANIZED OR COATED TO PREVENT CORROSION.
T.
ALL VOIDS BETWEEN COLUMN BASE PLATE
`(A
AND FOUNDATION SURFACE SHALL BE
COMPLETELY FILLED WITH HIGH STRENGTH,
NON -SHRINK GROUT.
B.
WELDS SHALL BE MADE WITH ETOXX
ELECTRODES BY PERSONS QUALIFIED IN
ACCORDANCE WITH AWS STANDARDS WITHIN
I" DIA. HEAVY
THE PAST TWO YEARS.
HEX NUT TACK
S.
STEEL REINFORCING BARS SHALL CONFORM TO
WELDED To BOLT
ASTM A615 GRADE 60 WITH DEFORMATIONS IN
ACCORDANCE WITH ASTM A-305. WELDING OF
I
(y
8"XS"X5/16"
REINFORCING BARS IS PROHIBITED.
ANCHOR BOLT
DETAIL
10.
THIS DESIGN IS INTENDED TO BE INSTALLED
STEEL TUBE
AT THE ADDRESS SHOWN BELOW AND
NO SCALE
914CULD NOT BE USED AT OTHER LOCATIONS.
1'-4"
ALL STEEL BELOW GRADE (INCLUDING EXPOSED
2••
ANCHOR BOLTS) SHALL BE COATED WITH
CARBOUNE BITUMASTIC 50 COAL TAR OR EQUAL
H
I" DIA. X 24" LONG
AFTER INSTALLATION AND PRIOR TO LANDSCAPING.
O
O
ANCHOR BOLT
I
36"X36"X6" PEDESTAL
3" BELOW GRADE
FOUNDATION 4 PEDESTAL
0
GRADE
SHALL BE PLACED MONOLTHICALLY
IN ONE CONTINUOUS POUR
CONDUIT
1 1/4" THK
STEEL PLATE
8"X8"X3/8"
STEEL TUBE
8 I/8"XS 1/6' CUTOUT
IN PLATE FOR TUBE
N
NOTES:
SIGN CABINET Q
CONNECTION DESIGN
BY OTHERS.
ELECTRICAL DESIGN
BY OTHERS.
-2"X2"XI/4" ALUM. TUBE 6061-T6
3/6' DIA.X24" LONG
ANCHOR BOLT
(GALV.)
VERTICAL REINFORCEMENT-
(3) #4 BARS AT 13' O.G.
° ' ° °' . I HORIZONTAL REINFORGEMENT-
II
A (3) #4 BARS AT 11' O.G.
ON LEEWARD AND WINDWARD
° FACE. DO NOT WELD REBAR.
e ° 3" MIN. COVER.
d
. a 4 0.38 CU. YDS. OF
Z _9 CONCRETE REQ'D
PER FOUNDATION
DIRECTIONAL SIGN DETAILS
NO SCALE
318" DIAX24" LONG
OVER ANCHOR BOLT
TURN (GALV.)
d '
Q
GRADE pZ
a LL'
WHERE EXTREME FROST PENETRATION
DEPTH REQUIREMENT IS GREATER
THAN THE SPECIFIED DEPTH OF THIS
FOUNDATION, EXTEND THE DEPTH OF
THE FOUNDATION TO MEET LOCAL
FROST DEPTH REQUIREMENTS.
OVER
T
44.
l�
.I
NOTES
I. DESIGN 15 BASED ON SO TO 120 MPH 3 SECOND
GUST DESIGN WIND SPEED MAX. PER IBC 2006.
EXPOSURE C.
2. FOUNDATIONS ARE BASED ON A SAFE
LATERAL SOIL 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 MEMBERS SHALL BE FREE FROM
DEFECTS AND SHALL BE EXTRUDED FROM
606I-T6 ALUMINUM ALLOY,
FABRICATED PARTS FROM 3003-H14 SHEET.
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 CORROSIC
1. ALL VOIDS BETWEEN COLUMN BASE PLATE
AND FOUNDATION SURFACE SHALL BE
COMPLETELY FILLED WITH HIGH STRENGTH,
NON -SHRINK GROUT.
6. WELDS SHALL BE MADE WITH
4000 SERIES FILLER BY PERSONS QUALIFIED
IN ACCORDANCE WITH AWS STANDARDS
WITHIN THE PAST TWO YEARS.
9. STEEL REINFORCING BARS SHALL CONFORM TO
ASTM AI GRADE 6O WITH DEFORMATIONS IN
ACCORDANCE WITH ASTM A-3495. WELDING OF
REINFORCING BARS IS PROHIBITED.
10. THIS DESIGN IS PROTOTYPICAL AND SHOULD NOT
BE USED FOR SITE SPECIFIC APPLICATIONS
UNLESS DEEMED SUITABLE BY A COMPETENT
PROFESSIONAL ENGINEER.
O
3"X6"XI/2" ALUMINUM
BASE PLATE 606I-T6
I/I6" DIA. HOLE TYP.
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1/4" DIA.
d
-
SECTION A -A
I
BASE PLATE DETAIL
HOLE
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AI
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°
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NO SCALE
a4
OVER
2"X2"XI/4" ALUM. TUBE 6061-T6
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(4) #4 BARS ON A
TURN
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36"X36"X6" PEDESTAL
GRADE
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9" PATTERN WITH
(3) #3 STIRRUPS P'X3"X3I8"
_
ALUM. GUSSET ggSE PLATE DETAIL
PROJECT:
"
°
3" BELOW
SHEETZ
a" O.C.ocAT TOP 12",
S
•
(8) #4 BARS ON A 21"
" DIA. X 24" LONG
CANTILEVERED CLEARANCE BAR
THEN 1b" o.c.
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NO SCALE
3/8" LONG
•
;.,.,
PATTERN
°
ANCHOR BOLT
,
THEREAFTER
ANCHOR
ANCHOR BOLT
",
WITH (4) #3 STIRRUPS ON 6"
^�
°
d
(GALV.)
'
CENTERS FOR
'' •
<
3 #3 PEDESTAL REBAR
CLIENT:
e A e
[&Ul SIGN
COMPANY
°
TOP 18" AND 12" CENTERS
°
A 10"O.C., EACH WAY
0.21 CU. YDS. OF CONC. REQ'D.
THEREAFTER. 3" MIN OVER
d
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5107 EISSELL AVENUE, ALTOONA, PENNSYLVANIA 16601
I -� DIA.
3'X6"XI/T" ALUMINUM
DO NOT WELD REBAR.
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PHONE: (814) 949-8207 FAX:
(814) 948-8283
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BASE PLATE 6061-T6
• ••
3-0
A.
°
DIA.
< '
.,
OPNO TIONAL ONAL CAISSON FOUNDATION
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LE
HIGH STRENGTH,
1.51 Cu. YDS. OF
CONCRETE REQ'D
A •e d
A.
NON -SHRINK GROUT
SECTION A -A
4 TMD
4 1
DATE: 12/12/11
107326
-
1 2
3
4 5
6 7
-
18
8• TALL X 18' DIA
CIRCULAR BASE CLAD
/
OVER BASE PLATE
@ANCHOR BOLTS
-
C
UP TO
62•
7 15/S 6
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• APPROX.
32
J C
MOVEMENT
1" THICK CIRCULAR
BASE PLATE W/80'
1• WIDE SLOTTED HOLES
B
62 1/2
20 5/8
20 5/8
20 5/8
EX-188 MAIM. EXTRUSION
LIFTING EYEBOLT
CABINET WITH STEEL
HINGE SIDE
HINGE SIDE
REMOVE AFTER
MOUNTING STRUCTURES
OF DOOR
JQ OF DOOR
Q. HIM
INSTALLATION
o
o
0
co
(3) EXTRUDED ALUMINUM
SERVICE DOORS
56 7/16
.063• ALUM. PRE -PAINT
DOOR
WHT/WHT BACK PANEL
FRAME
m
57 1/l6
(3) SERVICE DOORS WINDOWB
ELECTRICAL SPECIFICATIONS:
D
CLEAR S/O POLY
3 ELECTRONIC FLUORESCENT FIXTURE
74 5/16
8 F032 / 741 78 FLUORESCENT LAMPS
TOTAL CONNECTION LOAD:
1.68 AMPS O 120 VOLTS - 60hz
m
ALLSURFACES OF MENU BOARD
0
A
CABINET, DOOR FRAMES AND CLADDING
n&ni
n
TO BE PAINTED SEMI -GLOSS BLACK
12
I/4
E
ALUM.CLADDING
I 18 DIA.
1t /a
TO CONCEAL
I
11
HASE CLAD
STRUCTURE
17 1/4
I
SITE FINISHED
I I
CONDITIONS GRADE
S GRADE
4 PROJECTION
d!bCODES
6
ANCHOR BOLTS CAGE A
STANDARDIZED FOR
IM InLE IyT 1 s 1
MENU BOARDS &CANOPIES
r
Everbrite*a
16
ANCHOR BOLTS-a„".r•wL,
. ugcna^ •"y,,,^
CENTERS
Pn �• pnv •MH•n w
A
RELEASED FOR REVIEW NB 10-19-12 RTP
a,..i°•e,esam cvrena, uuc i• preniabe.
7.n,Z8.
NTH
]DESCRIPTION ➢R DATE ECN
HT"
REVISLUNI RECORD
��
CONCRETE FOUNDATION SIZED
MNBD,SHZ W/CIRCULAR CLAD
PER SITE CONDITIONS 6 CODES
°� ME °T 10-19-12
(BY INSTALLER)
am m SK01-MB-101912 A
4x ti
N.T.S.
- - - - - -
-
- -
- -
- - - - - - -
- - - -
- - - - -
J
1"-0""
2'-3"' 2"-6"" 2'-3„
fI
0) #60 LED DOWN
LIGHTING SUPPUED
BY SHEETZ
4"
ILLUMINATED
WINDOW
.15" THICK COLD
FORMED WHITE SG
POLY #1328 WITH /
LED ILLUMINATION ,
V.O.
.0S" THICK ALUM.
CLAD SECTIONS MOUNTING
BRACKETSWEEW 1/4' FLAT
HEAD HARDWARE PAINTED
TO MATCH
5I/8" F
ANCHOR
NO SCALE
NOTES
T PROJECTION DETAIL
TEMPLATES FOR ODK BASE AND MI
BOARD WILL BE PROVIDED BY OWN
CENTER OF ODK BASE MUST BE I' -II
FROM OUTSIDE FACE OF CURB.
4"-2 3/5"
.05" THICK ALUM.
b' MOUNTING
BRACKETS SECURE
TO CLADDING WITH
1/4' HARDWARE
PAINTED TO MATCH
CURB
,� .. .. ....'r• •1
(4) 3/4' ANCHOR ` �
`IQ "..• •. r' BOLTS 30" LONG WITH `S
PROJECTION S
30" DIA. CAISSON'•A"
•°'+�':� ; FOUNDATION TS" DEEP
4. '. WOTH (10) #6 BARS •r •:"
•' ' " `. EQUALLY SPACED $ #3
"' ' .d. • TIES 0 6" O/C FOR TC7P
24' THEN 12" O/C
DRIVE THRU ORDER POINT PAD ELEVATION
SCALE: 3/8"= V-0"
(4) 3/4" ANCHOR
BOLTS 30" LONG WITH
6' PROJECTION
30" DIA. CAISSON
FOUNDATION 15" DEEP
WOTH (10) #6 BARS
EQUALLY SPACED $ #3
TIES 0 6" 01C FOR TOP
24' THEN 12" O/C
ALV. HEAVY
UT
DIA.X24" LONG
;HOR BOLT
LV.)
3ALV. HEAVY HEX
rAGK WELD
OLT
ANCHOR BOLT DETAIL
NO SCALE
2"X3"X2
ALUM. TUBE 66 ALUM. C
ALUM. GUSSET
CHAMFER
(SUSSETT DETAIL
NO SCALE
SHEETZ
DIRECTIONAL @ 3'-6" OAH
DESIGN INTENT UP TO 120MPH MAX.
NT:
a 32 SIGN COMPANY
5107 EISSELL AVENUE. ALTOONA, PENNSYLVANIA 16601
PHONE: (814) 949-8287 FAX: (814) 949-8293
1 BY: HMA Protect Number.
12-0321
DATE: 05/14/12 B�wingB107363
ID "== IV w l <G.oD L
O ODK'S 50 3/4" L X 11" W
ODK BASE 12' $0.
DRIVE THRU ORDER POINT LAYOUT O TOP OF 54"X IS" MAGNETIC LOOP
SCALE: 3/8"=1"-9" 2 BELOW TOP OF CONCRETE
Convenience Architecture
and Design P.C.
351 Sheetz Way, Claysburg, PA 16625
phone (814) 239-6013
email tcolumbu@sheetz.com
web site www.sheetz.com
PROJECT NAME:
NEW SHEETZ STORE
ABLEMARLE
COUNTY
Int. of State Route 29
and Airport Road
Ablemarle County
Virginia
OWNER:
SHEETZ, INC.
5700 SIXTH AVE.
ALTOONA, PA 16602
CONSULTANT
PROFESSIONAL
KEYPLAN
ISSUE: 10-01-20
PROJECT NO:
AUTHOR BY: NMI
REVIEW BY:
SHEET TITLE
DRIVE THRU
DETAILS
Z
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IL
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MENUBOARD DETAILS
NO SCALE AREA = 24.51 5Q. FT.
DT=2
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Convenience Architecture
HP CUPOLA and Design P.C.
311 6° 351 Sheetz Way, Claysburg, PA 16625
WALL CAP (NIGH
22' - 0"
WALL CAP (HIGH)I1
21''-5"
TOP OF SLAB
DRIVE-TH_RU
-0'-6"
REAR FI F\/ATir)N FACES WEST/AUTO CENTER
P CUPOLA
phone
(814) 239-6013
email
tcolumbu@sheetz.com
web site
www.sheetz.com
PROJECT NAME:
E
NEW SHEETZ STORE
It
ABLEMARLE
COUNTY
INT. OF STATE ROUTE 29
AND AIRPORT ROAD
ABLEMARLE COUNTY
VIRGINIA
OWNER:
SHEETZ, INC.
5700 SIXTH AVE.
ALTOONA, PA 16602
CONSULTANT
TOP OF WALL CAP (HIGH) LJ
22, _ $_ $„ _
TOP OF WALL CAP (HIGH) _ - _ _ _ _ _ _ _ _ - _ - _ TOP OF WALL CAP IGH�
2- - - - 21-5"
P OF WALL CAPLOW� _ - _ _ _ _ _ - 69M OEM—_ _ _ - _ - _ TOP OF WALL CA�LO PROFESSIONAL
C
OP0" OF SLAB
0'-
U
I_1
I!V41
RIGHT ELEVATION FACES NORTH / DT LANE & SWM
1/4" = 1'-0"
BUILDING
ELEVATIONS
October 5, 2020
N
KEYPLAN
L
ISSUE: 10-3-2020
PROJECT NO: 172556
AUTHOR BY: JEB, RJK
REVIEW BY: TMC
A SHEET TITLE
EXTERIOR
ELEVATIONS
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351 Sheetz Way, Claysburg, PA 16625
phone (814)239-6013
email tcolumbu@sheetz.com
web site www.sheetz.com
E PROJECT NAME:
NEW SHEETZ STORE
0
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1:3
ABLEMARLE
COUNTY
INT. OF STATE ROUTE 29
AND AIRPORT ROAD
ABLEMARLE COUNTY
VIRGINIA
OWNER:
SHEETZ, INC.
5700 SIXTH AVE.
ALTOONA, PA 16602
CONSULTANT
PROFESSIONAL
KEYPLAN
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FLOOR PLAN
October 5, 2020
ISSUE: 8-03-2020
PROJECT NO:
AUTHOR BY: RJ K
REVIEW BY:
q SHEET TITLE
2 1 3 1 4 1 5 1 6