Attachment E - Conceptual Building Elevations

F.F.
0' - 0"
F.F.
0' - 0"
Pit Level
-8' - 2"
Pit Level
-8' - 2"
Control Joint
4' - 0"
20
19
18
12
11
10
Control Joint
17' - 4"
Control Joint
13' - 4"
3' - 4"
10' - 8"
3' - 4"
12' - 0"
Control Joint
13' - 4"
Control Joint
6' - 0"
Control Joint
12' - 8"
Control Joint
12' - 8"
12' - 0"
4' - 0"
20
20
20
20
20
20
35
21
18a
19
25
25
25
25
25
25
25
19
18a
18a
E
56
11
53
Top of Parapet
(Low)
21' - 4"
Top of Parapet
(Low)
21' - 4"
Truss Bearing
24' - 0"
Truss Bearing
24' - 0"
18a
318
4' - 0"
14' - 8"
19
19
19
19
19
19
19
323
19
318
1
22
47
22
22
56
16' - 8"
27' - 7"
3' - 4"
8' - 0"
323
11
27
323
27
11
323
323
323
27
11
27
11
323
323
1
1
11
323
323
323
329
329
9
329
329
276
276
276
323
323
19
21
HVAC Unit is located on the roof, 
behind the gabled entry tower.
26
9
276
329
323
19a
329
1
11
8' - 0"
14' - 8"
0' - 8"
18a
8' - 0"
8' - 0"
1
6' - 0"
0' - 8"
10' - 8"
19a
INTEGRAL COLOR SPLIT-FACE CMU
Color:  Huntington Gray
Manuf:  Echelon
Keynote: 19, 19a
EXTERIOR FINISH MATERIAL LEGEND
STOREFRONT DOORS/WINDOWS
Color:  Dark Bronze Anodized Aluminum
Manuf:  YKK
TINTED GLAZING
Color:  Solarban 90 on Clear
Manuf:  Vitro Architectural Glass
OVERHEAD DOORS
Color:  Dark Bronze
Manuf: TBD
BOLLARDS, BRACKETS AND AWNINGS
Color:  TBD
Manuf:  Dunn Edwards Paints
Keynotes:  11, 20, 276
STANDING SEAM METAL ROOF
Color:  Dark Bronze
Manuf:  Berridge
Keynote: 9
INTEGRAL COLOR SMOOTH-FACE CMU
Color:  Huntington Gray
Manuf:  Echelon
Keynote: 323
UNPAINTED STRUCTURAL HALF-HIGHS
Color:  Promenade
Manuf:  Superlite by Oldcastle
Keynote: 18a
PAINTED EIFS CLADDING SYSTEM,
CORNICE, AND TRIM
Color:  DE6226 Foggy Day
Manuf:  Dunn Edwards
Keynotes: 318, 329
MORTAR
Color:  Coosa Frost
Manuf:  Coosa Masonry Cements
Scale
Project number
Date
Drawn by
Checked by
2026 Aho Architects, LLC.
All Rights Reserved.
C
NOT FOR
CONSTRUCTION
3/16" = 1'-0"
1/22/2026 11:27:44 AM
A200
Exterior Elevation -
False Front (South)
25019
1/22/2026
MB
ARC
CONCEPTUAL
Express Oil Change & Tire Engineers
Single Building / Right Hand Oil Change / Rear Enter / Side Tire Storage
Goodyear, Arizona
Keynote Schedule
Tag
Text
1
Wall Pack / Electrical Fixture. See Electrical.
9
Pre-finished standing seam metal roof system. See Specification 074113.16 Standing Seam Metal Roof Panels.  See
Finish Schedule for color.
11
Pre-finished metal canopy. See Details.
18a
Unpainted structural half-highs.  See Specification 042200 Concrete Unit Masonry. Color as indicated on Finish
Schedule.
19
Integral color split-face CMU (bond beam where indicated; see Structural). See Specification 042200 Concrete Unit
Masonry.  Color as indicated on Finish Schedule.
19a
Integral color split-face CMU (bond beam where indicated; see Structural), projected 1/2". See Specification 042200
Concrete Unit Masonry.  Color as indicated on Finish Schedule.
20
4" diameter painted concrete-filled steel pipe bollard. Color as indicated on Finish Schedule. Paint embedded portion
of bollard. Use primer and two finish coats. See Details.  See Specification 055000 Metal Fabrications.
21
Cast-in-place concrete wall. See Structural. Membrane waterproofing at perimeter of foundation wall as specified.
See Specification 334600 Subdrainage.
22
Signage (By Others).  See Electrical.
25
Control joint.  For control joints in concrete floor slabs, coordinate location with equipment layout by others.  Max.
distance between control joints in slabs not to exceed 12'-0".  Control joints in walls shall be 4'-0" max from wall
intersection or corner and every 20'-0".
26
Fire Department Lock Box (Knox Company Model 3200) mounted 60" above finished grade. See Specification
Section 104413 Fire Department Lock Box."
27
Pre-finished metal coping at exposed tops only over self-adhered membrane flashing and pressure treated wood
blocking. Slope to drain. Color as indicated on Finish Schedule.
35
Submersible foundation sump pump.  Provide Zoeller M98 or comparable product. Coordinate location with Civil and
tie into Civil’s storm drainage system.
47
Provide address identification as directed by the Local Fire Marshal or AHJ. Number size to be 16 inches minimum in
a contrasting color.
53
Conduit to be centered horizontally for lights in canopy.  Verify with sign company prior to rough-in.
56
Metal louver or vent. Color to match adjacent surface. See Mechanical.
276
Tube Steel Brackets, See details for member sizes. See Specification Section 051200 Structural Steel Framing.
Color/finish as indicated on the Finish Schedule.
318
Painted preformed EIFS cornice and trim, See Specification Section 072400 EIFS Exterior Insulation and Finish
System.
323
Integral color smooth-face CMU (bond beam where indicated; see Structural), projected 1/2". See Specification
042200 Concrete Unit Masonry.
329
Drainable EIFS cladding system:  EIFS cladding adhered with adhesive applied in vertical ribbons on fluid applied
vapor permeable air barrier on ½” exterior plywood sheathing on 2x6 wood framing. See details for EIFS thickness.
3/16" = 1'-0"
1
01_Exterior Elevation_False Front (South)
No.
Description
Date
Attachment E - Conceptual Building Elevations

F.F.
0' - 0"
F.F.
0' - 0"
Pit Level
-8' - 2"
Pit Level
-8' - 2"
21
20
20
20
20
20
20
20
20
20
20
20
20
26
27
28
6
7
8
18a
18a
19
35
19
18a
18a
4' - 0"
25
25
25
25
Control Joint
6' - 0"
25
25
25
Control Joint
15' - 4"
Control Joint
13' - 4"
Control Joint
13' - 4"
Control Joint
6' - 0"
Control Joint
12' - 8"
Control Joint
12' - 8"
56
56
B
53
27
Top of Parapet
(Low)
21' - 4"
Top of Parapet
(Low)
21' - 4"
Truss Bearing
24' - 0"
Truss Bearing
24' - 0"
318
19
19
19
19
19
19
19
19
19
19
19
19
1
22
22
22
19
323
18a
19
11
318
27
323
27
323
11
323
323
18a
11
1
1
26
323
323
323
11
11
323
323
19
18a
27
18a
323
318
27
323
25
24
323
11
11
323
329
276
329
9
276
329
47
323
4' - 0"
8' - 0"
287
276
323
HVAC Unit is located on the roof, 
behind the gabled entry tower.
19a
1
10' - 8"
0' - 8"
6' - 0"
9
19a
329
276
1
323
10' - 8"
0' - 8"
6' - 0"
8' - 0"
1
11
18a
INTEGRAL COLOR SPLIT-FACE CMU
Color:  Huntington Gray
Manuf:  Echelon
Keynote: 19, 19a
EXTERIOR FINISH MATERIAL LEGEND
STOREFRONT DOORS/WINDOWS
Color:  Dark Bronze Anodized Aluminum
Manuf:  YKK
TINTED GLAZING
Color:  Solarban 90 on Clear
Manuf:  Vitro Architectural Glass
OVERHEAD DOORS
Color:  Dark Bronze
Manuf: TBD
BOLLARDS, BRACKETS AND AWNINGS
Color:  TBD
Manuf:  Dunn Edwards Paints
Keynotes:  11, 20, 276
STANDING SEAM METAL ROOF
Color:  Dark Bronze
Manuf:  Berridge
Keynote: 9
INTEGRAL COLOR SMOOTH-FACE CMU
Color:  Huntington Gray
Manuf:  Echelon
Keynote: 323
UNPAINTED STRUCTURAL HALF-HIGHS
Color:  Promenade
Manuf:  Superlite by Oldcastle
Keynote: 18a
PAINTED EIFS CLADDING SYSTEM,
CORNICE, AND TRIM
Color:  DE6226 Foggy Day
Manuf:  Dunn Edwards
Keynotes: 318, 329
MORTAR
Color:  Coosa Frost
Manuf:  Coosa Masonry Cements
Scale
Project number
Date
Drawn by
Checked by
2026 Aho Architects, LLC. 
All Rights Reserved.
C
NOT FOR
CONSTRUCTION
3/16" = 1'-0"
1/22/2026 11:28:00 AM
A201
Exterior Elevation -
Rear Entry (North)
25019
1/22/2026
ARC
N/A
CONCEPTUAL
Express Oil Change & Tire Engineers
Single Building / Right Hand Oil Change / Rear Enter / Side Tire Storage
Goodyear, Arizona
Keynote Schedule
Tag
Text
1
Wall Pack / Electrical Fixture. See Electrical.
9
Pre-finished standing seam metal roof system. See Specification 074113.16 Standing Seam Metal Roof Panels.  See
Finish Schedule for color.
11
Pre-finished metal canopy. See Details.
18a
Unpainted structural half-highs.  See Specification 042200 Concrete Unit Masonry. Color as indicated on Finish Schedule.
19
Integral color split-face CMU (bond beam where indicated; see Structural). See Specification 042200 Concrete Unit
Masonry.  Color as indicated on Finish Schedule.
19a
Integral color split-face CMU (bond beam where indicated; see Structural), projected 1/2". See Specification 042200
Concrete Unit Masonry.  Color as indicated on Finish Schedule.
20
4" diameter painted concrete-filled steel pipe bollard. Color as indicated on Finish Schedule. Paint embedded portion of
bollard. Use primer and two finish coats. See Details.  See Specification 055000 Metal Fabrications.
21
Cast-in-place concrete wall. See Structural. Membrane waterproofing at perimeter of foundation wall as specified. See
Specification 334600 Subdrainage.
22
Signage (By Others).  See Electrical.
25
Control joint.  For control joints in concrete floor slabs, coordinate location with equipment layout by others.  Max. distance
between control joints in slabs not to exceed 12'-0".  Control joints in walls shall be 4'-0" max from wall intersection or
corner and every 20'-0".
26
Fire Department Lock Box (Knox Company Model 3200) mounted 60" above finished grade. See Specification Section
104413 Fire Department Lock Box."
27
Pre-finished metal coping at exposed tops only over self-adhered membrane flashing and pressure treated wood blocking.
Slope to drain. Color as indicated on Finish Schedule.
35
Submersible foundation sump pump.  Provide Zoeller M98 or comparable product. Coordinate location with Civil and tie
into Civil’s storm drainage system.
47
Provide address identification as directed by the Local Fire Marshal or AHJ. Number size to be 16 inches minimum in a
contrasting color.
53
Conduit to be centered horizontally for lights in canopy.  Verify with sign company prior to rough-in.
56
Metal louver or vent. Color to match adjacent surface. See Mechanical.
276
Tube Steel Brackets, See details for member sizes. See Specification Section 051200 Structural Steel Framing.
Color/finish as indicated on the Finish Schedule.
287
Fire department connection.
318
Painted preformed EIFS cornice and trim, See Specification Section 072400 EIFS Exterior Insulation and Finish System.
323
Integral color smooth-face CMU (bond beam where indicated; see Structural), projected 1/2". See Specification 042200
Concrete Unit Masonry.
329
Drainable EIFS cladding system:  EIFS cladding adhered with adhesive applied in vertical ribbons on fluid applied vapor
permeable air barrier on ½” exterior plywood sheathing on 2x6 wood framing. See details for EIFS thickness.
3/16" = 1'-0"
1
02_Exterior Elevation_Rear Entry (North)
No.
Description
Date

F.F.
0' - 0"
F.F.
0' - 0"
Pit Level
-8' - 2"
Pit Level
-8' - 2"
Control Joint
4' - 0"
Control Joint
4' - 0"
25
25
21
35
20
56
11
D
D
4' - 0"
1' - 4"
3' - 4"
5' - 3 5/8"
3' - 4"
2' - 8"
Control Joint
4' - 0"
8' - 8"
25
25
Control Joint
11' - 0"
Control Joint
11' - 0"
12' - 0"
22
Top of Parapet
(Low)
21' - 4"
Top of Parapet
(Low)
21' - 4"
Truss Bearing
24' - 0"
Truss Bearing
24' - 0"
18a
22
18a
18a
19
56
56
27' - 7"
26
1
11
18a
323
329
276
9
318
27
27
19
19
11
323
19
323
18a
318
27
9
276
329
27
323
19
11
1
323
19
27' - 7"
323
9
1
1
8' - 0"
19a
9
329
19a
8' - 0"
11
8' - 0"
INTEGRAL COLOR SPLIT-FACE CMU
Color:  Huntington Gray
Manuf:  Echelon
Keynote: 19, 19a
EXTERIOR FINISH MATERIAL LEGEND
STOREFRONT DOORS/WINDOWS
Color:  Dark Bronze Anodized Aluminum
Manuf:  YKK
TINTED GLAZING
Color:  Solarban 90 on Clear
Manuf:  Vitro Architectural Glass
OVERHEAD DOORS
Color:  Dark Bronze
Manuf: TBD
BOLLARDS, BRACKETS AND AWNINGS
Color:  TBD
Manuf:  Dunn Edwards Paints
Keynotes:  11, 20, 276
STANDING SEAM METAL ROOF
Color:  Dark Bronze
Manuf:  Berridge
Keynote: 9
INTEGRAL COLOR SMOOTH-FACE CMU
Color:  Huntington Gray
Manuf:  Echelon
Keynote: 323
UNPAINTED STRUCTURAL HALF-HIGHS
Color:  Promenade
Manuf:  Superlite by Oldcastle
Keynote: 18a
PAINTED EIFS CLADDING SYSTEM,
CORNICE, AND TRIM
Color:  DE6226 Foggy Day
Manuf:  Dunn Edwards
Keynotes: 318, 329
MORTAR
Color:  Coosa Frost
Manuf:  Coosa Masonry Cements
0' - 8"
1' - 0"
2' - 8"
Fully grouted 8" 
unpainted structural 
half-highs with #4 bars 
@ 24" vertical
#4 bars @ 12"
(4) #4 bars con't
3' - 4"
Cast stone wall cap
3' - 4"
ELEVATION
SECTION
Cast stone 
wall cap
Concrete 
foundation
Unpainted 
structural 
half-highs
(Keynote #18a)
See Civil for length and loction
Notes:
1.
This detail is based on the wall not retaining any soil
Scale
Project number
Date
Drawn by
Checked by
2026 Aho Architects, LLC. 
All Rights Reserved.
C
NOT FOR
CONSTRUCTION
As indicated
1/22/2026 11:28:08 AM
A202
Exterior Elevation -
Right (East)
25019
1/22/2026
ARC
N/A
CONCEPTUAL
Express Oil Change & Tire Engineers
Single Building / Right Hand Oil Change / Rear Enter / Side Tire Storage
Goodyear, Arizona
Keynote Schedule
Tag
Text
1
Wall Pack / Electrical Fixture. See Electrical.
9
Pre-finished standing seam metal roof system. See Specification 074113.16 Standing Seam
Metal Roof Panels.  See Finish Schedule for color.
11
Pre-finished metal canopy. See Details.
18a
Unpainted structural half-highs.  See Specification 042200 Concrete Unit Masonry. Color as
indicated on Finish Schedule.
19
Integral color split-face CMU (bond beam where indicated; see Structural). See Specification
042200 Concrete Unit Masonry.  Color as indicated on Finish Schedule.
19a
Integral color split-face CMU (bond beam where indicated; see Structural), projected 1/2". See
Specification 042200 Concrete Unit Masonry.  Color as indicated on Finish Schedule.
20
4" diameter painted concrete-filled steel pipe bollard. Color as indicated on Finish Schedule.
Paint embedded portion of bollard. Use primer and two finish coats. See Details.  See
Specification 055000 Metal Fabrications.
21
Cast-in-place concrete wall. See Structural. Membrane waterproofing at perimeter of
foundation wall as specified. See Specification 334600 Subdrainage.
22
Signage (By Others).  See Electrical.
25
Control joint.  For control joints in concrete floor slabs, coordinate location with equipment
layout by others.  Max. distance between control joints in slabs not to exceed 12'-0".  Control
joints in walls shall be 4'-0" max from wall intersection or corner and every 20'-0".
26
Fire Department Lock Box (Knox Company Model 3200) mounted 60" above finished grade.
See Specification Section 104413 Fire Department Lock Box."
27
Pre-finished metal coping at exposed tops only over self-adhered membrane flashing and
pressure treated wood blocking. Slope to drain. Color as indicated on Finish Schedule.
35
Submersible foundation sump pump.  Provide Zoeller M98 or comparable product. Coordinate
location with Civil and tie into Civil’s storm drainage system.
56
Metal louver or vent. Color to match adjacent surface. See Mechanical.
276
Tube Steel Brackets, See details for member sizes. See Specification Section 051200
Structural Steel Framing.  Color/finish as indicated on the Finish Schedule.
318
Painted preformed EIFS cornice and trim, See Specification Section 072400 EIFS Exterior
Insulation and Finish System.
323
Integral color smooth-face CMU (bond beam where indicated; see Structural), projected 1/2".
See Specification 042200 Concrete Unit Masonry.
329
Drainable EIFS cladding system:  EIFS cladding adhered with adhesive applied in vertical
ribbons on fluid applied vapor permeable air barrier on ½” exterior plywood sheathing on 2x6
wood framing. See details for EIFS thickness.
3/16" = 1'-0"
1
03_Exterior Elevation_Right (East)
No.
Description
Date
1/2" = 1'-0"
2
Screen Wall Detail

F.F.
0' - 0"
F.F.
0' - 0"
Pit Level
-8' - 2"
Pit Level
-8' - 2"
Control Joint
4' - 0"
25
18a
18a
Control Joint
4' - 0"
25
20
20
21
11
27
22
12' - 0"
22
Top of Parapet
(Low)
21' - 4"
Top of Parapet
(Low)
21' - 4"
Truss Bearing
24' - 0"
Truss Bearing
24' - 0"
1
318
18a
144
18a
1
19
323
11
323
27
19
19
276
329
9
27
9
329
276
323
19
11
11
1
11
26
18a
323
27' - 7"
1
1
1
15' - 0"
17' - 4"
15' - 0"
11
323
F
323
19
19a
318
9
276
276
329
329
329
323
323
276
19a
323
19
8' - 0"
INTEGRAL COLOR SPLIT-FACE CMU
Color:  Huntington Gray
Manuf:  Echelon
Keynote: 19, 19a
EXTERIOR FINISH MATERIAL LEGEND
STOREFRONT DOORS/WINDOWS
Color:  Dark Bronze Anodized Aluminum
Manuf:  YKK
TINTED GLAZING
Color:  Solarban 90 on Clear
Manuf:  Vitro Architectural Glass
OVERHEAD DOORS
Color:  Dark Bronze
Manuf: TBD
BOLLARDS, BRACKETS AND AWNINGS
Color:  TBD
Manuf:  Dunn Edwards Paints
Keynotes:  11, 20, 276
STANDING SEAM METAL ROOF
Color:  Dark Bronze
Manuf:  Berridge
Keynote: 9
INTEGRAL COLOR SMOOTH-FACE CMU
Color:  Huntington Gray
Manuf:  Echelon
Keynote: 323
UNPAINTED STRUCTURAL HALF-HIGHS
Color:  Promenade
Manuf:  Superlite by Oldcastle
Keynote: 18a
PAINTED EIFS CLADDING SYSTEM,
CORNICE, AND TRIM
Color:  DE6226 Foggy Day
Manuf:  Dunn Edwards
Keynotes: 318, 329
MORTAR
Color:  Coosa Frost
Manuf:  Coosa Masonry Cements
Scale
Project number
Date
Drawn by
Checked by
2026 Aho Architects, LLC. 
All Rights Reserved.
C
NOT FOR
CONSTRUCTION
3/16" = 1'-0"
1/22/2026 11:28:16 AM
A203
Exterior Elevation -
Left (West)
25019
1/22/2026
ARC
N/A
CONCEPTUAL
Express Oil Change & Tire Engineers
Single Building / Right Hand Oil Change / Rear Enter / Side Tire Storage
Goodyear, Arizona
Keynote Schedule
Tag
Text
1
Wall Pack / Electrical Fixture. See Electrical.
9
Pre-finished standing seam metal roof system. See Specification 074113.16 Standing Seam Metal
Roof Panels.  See Finish Schedule for color.
11
Pre-finished metal canopy. See Details.
18a
Unpainted structural half-highs.  See Specification 042200 Concrete Unit Masonry. Color as
indicated on Finish Schedule.
19
Integral color split-face CMU (bond beam where indicated; see Structural). See Specification
042200 Concrete Unit Masonry.  Color as indicated on Finish Schedule.
19a
Integral color split-face CMU (bond beam where indicated; see Structural), projected 1/2". See
Specification 042200 Concrete Unit Masonry.  Color as indicated on Finish Schedule.
20
4" diameter painted concrete-filled steel pipe bollard. Color as indicated on Finish Schedule. Paint
embedded portion of bollard. Use primer and two finish coats. See Details.  See Specification
055000 Metal Fabrications.
21
Cast-in-place concrete wall. See Structural. Membrane waterproofing at perimeter of foundation
wall as specified. See Specification 334600 Subdrainage.
22
Signage (By Others).  See Electrical.
25
Control joint.  For control joints in concrete floor slabs, coordinate location with equipment layout
by others.  Max. distance between control joints in slabs not to exceed 12'-0".  Control joints in
walls shall be 4'-0" max from wall intersection or corner and every 20'-0".
26
Fire Department Lock Box (Knox Company Model 3200) mounted 60" above finished grade. See
Specification Section 104413 Fire Department Lock Box."
27
Pre-finished metal coping at exposed tops only over self-adhered membrane flashing and pressure
treated wood blocking. Slope to drain. Color as indicated on Finish Schedule.
144
Electrical meter. See Electrical. Paint to match adjacent building materials.
276
Tube Steel Brackets, See details for member sizes. See Specification Section 051200 Structural
Steel Framing.  Color/finish as indicated on the Finish Schedule.
318
Painted preformed EIFS cornice and trim, See Specification Section 072400 EIFS Exterior
Insulation and Finish System.
323
Integral color smooth-face CMU (bond beam where indicated; see Structural), projected 1/2". See
Specification 042200 Concrete Unit Masonry.
329
Drainable EIFS cladding system:  EIFS cladding adhered with adhesive applied in vertical ribbons
on fluid applied vapor permeable air barrier on ½” exterior plywood sheathing on 2x6 wood
framing. See details for EIFS thickness.
3/16" = 1'-0"
1
04_Exterior Elevation_Left (West)
No.
Description
Date

Scale
Project number
Date
Drawn by
Checked by
2026 Aho Architects, LLC. 
All Rights Reserved.
C
NOT FOR
CONSTRUCTION
1/22/2026 11:28:19 AM
R100
3D Rendering
25019
1/22/2026
Author
Checker
CONCEPTUAL
Express Oil Change & Tire Engineers
Single Building / Right Hand Oil Change / Rear Enter / Side Tire Storage
Goodyear, Arizona
False Front (South) Elevation
Rear Entry (North) Elevation
No.
Description
Date