HomeMy WebLinkAboutDesign Review_Floor Plan and Elevations V1PROJECT TEAM
1 . VACUUM STATION CANOPIES.
2. TRUSS PACKAGE.
3. POS CANOPY.
4. STOREFRONT.
DEFERRED SUBMITTALS
SCOPE OF WORK SHEET INDEX
1 . GROUND-UP CAR WASH TUNNEL AND ASSOCIATED FACILITIES.
2. ALL SITE IMPROVEMENTS PER DEVELOPMENT PLAN.
LEGAL DESCRIPTION
1 . PARCEL ID: --
2. CURRENT ZONING: --
3. SITE AREA= -- ACRES, -- SQ.FT.
4. BUILDING AREA= 5,381 SQ. FT. TOTAL
5. FAR: PER DEVELOPMENT PLAN
6. PARKING: PER DEVELOPMENT PLAN
7. LOADING ZONE: PER DEVELOPMENT PLAN
8. ACCESSIBLE PARKING: PER DEVELOPMENT PLAN
SITE DATA ( ALL EXISTING TO REMAIN):
1 . ALL CONDITIONS TO BE FIELD VERIFIED WITH ANY DISCREPANCIES TO BE
REPORTED TO ARCHITECT PRIOR TO START OF CONSTRUCTION
2. ALL MATERIALS AND FINISHES TO BE VERIFIED WITH ARCHITECT AND TENANT
PRIOR TO ORDER AND INSTALLATION.
3. GC TO PROVIDE ALL SUBS WITH COMPLETE SET(S) OF PLANS-NO ADD
SERVICE/CHANGE ORDERS WILL BE ALLOWED FOR FAILURE TO COORDINATE
COMPLETE DRAWING SET(S).
4. ANY AND ALL PROPOSED MATERIAL / EQUIPMENT SUBSTITUTION/ALTERATIONS
MUST BE SUBMITTED IN WRITING TO THE ARCHITECT FOR REVIEW AND/OR
APPROVAL PRIOR TO ORDERING AND INSTALLATION. ALL COST ASSOCIATED
WITH THE FAILURE TO STRICTLY ADHERE TO THIS PROTOCOL WILL BE THE SOLE
RESPONSIBILITY OF THE PARTY DOING SO. ALL COST ASSOCIATED WITH THE
REMOVAL, RESTOCKING AND REPLACEMENT OF SUCH SHALL ALSO BE THE SOLE
RESPONSIBILITY OF SUCH.
5. SEE CIVIL DRAWINGS / DEVELOPMENT PLAN FOR ADDITIONAL SITE
INFORMATION.
NOTES TO GC
B V-B NO
Building
9,000 S.F.
Allowable
Building Area (sq ft)
General Building Summary
G
H
Fire Area Fire Area
E
F
Special Use N/A
Occ Groups
Nonseparated Uses
Occ Groups
N/A
Sprinkler Building Height (ft/# of Stories)
Occ Groups
Allowable Area Calculation
Height and Area
N
Fire Area
C
D
A
1 5 6
C
E
B
F
2 3 4 7
D
1 32'-0"
8'-0"
2'-2 1 /2" 1 5'-6" 1 '-1 1 1 /2" 3"
9'-1 1 "
3" 1 6'-4" 3"
49'-4"
3 1 /2" 1 9'-5"
20'-0" 8'-0"
F.F.E.
1 00'-0"
1 9'-1 1 " 1 6'-1 0"
45'-0"
28'-0" 1 7'-0"
4'-5 1 /2" 1 '-1 0" 1 '-9" 1 '-3 1 /2"
3"
9'-6 1 /2"
24'-0" 26'-8" 30'-8" 26'-8" 24'-0"
1 32'-0"
44'-0"
28'-0" 1 6'-0"
3'-0"
2'-0"
1 '-3"
2'-0"
2'-0"
2'-0"
1 '-3"
T.O. SLAB
1 00'-2"
T.O. SLAB
99'-6"
T.O.SLAB
99'-9"
7
1 4
1 2
21
3
1 1
2
T.O.STEM WALL
1 00'-8"
T.O.STEM WALL
1 00'-8"
1
TYP.
21
2
1 6 1 8
20 1 7 1 8 1 9
3
2 3
L2
A
T
SES-M
A
1 5 6
C
E
B
F
2 3 4 7
D
W/D
C
REF. BLW
IR
MW
RPBP WM
GM
BUSINESS
1 01
CLOSET
1 02
IT
1 03
OFFICE
1 04
BREAK
ROOM
1 06
MEN
RESTROOM
1 07
WOMEN
RESTROOM
1 08
2
A5.0
1
A5.0
3
A5.1
4
A5.1
A B B A
D
E
TUNNEL
1 00
MECHANICAL
1 09
C
JANITOR
1 05
A
A7.0
6'-0" 1 2'-0" 6'-0"
7'-0" 1 4'-0" 7'-0"
6'-0" 1 6'-0" 6'-0" 1 0'-6" 3'-4"
28'-0"
A
B
A
C C
SLOPE
R 55'-0"
SIGN
T.O.EAVE
±135'-0"
2
A5.0
6
A6.5
1
A5.0
3
A5.1
4
A5.1
10
A6.9
9
A6.8
1
A6.0
2
A6.1
3
A6.2
7
A6.6
8
A6.7
5
A6.4
4
A6.3
T.O.EAVE
±134'-0"
T.O.EAVE
T.O.EAVE ±134'-0"
±135'-0"
T.O.RIDGE
±125'-8"
T.O.RIDGE
±125'-8"
T.O.EAVE
±118'-7 1/2"
T.O.PARAPET
±125'-9"
T.O.EAVE
±125'-5"
T.O.EAVE
±125'-5"
SLOPE
R 55'-0"
T.O.RIDGE
±118'-7 1/2"
SLOPE
R 55'-0"
D C
J
J
J
J J
J
T.O. EAVE
±135'-0"
T.O. EAVE
±125'-5"
T.O. RIDGE
±125'-8"
MAIN F.F.E
100'-0"
TUNNEL EXIT F.F.E
99'-9"
B.O. TRELLIS
112'-6"
T.O. EAVE
±118'-7 1/2"
T.O. PARAPET
±122'-3"
B.O. TRELLIS
111'-0"
T.O. PARAPET
±125'-9"
MAIN F.F.E
100'-0"
B.O. M.O.
110'-0"
PT-9
PT-9
PT-6
MP-5
MP-4
MP-4
SV-1
MP-1
SV-1
MP-2
MP-1
MP-5
2 1
TYP.
1 2
TYP.
5 3
9
TYP.
10
11
12
TYP.
13
TYP.
16
18
20
23
25
A
J
J
J
J J
T.O. RIDGE
±125'-8"
T.O. EAVE
±135'-0"
T.O. EAVE
±125'-5"
B.O. TRELLIS
111'-0"
MAIN F.F.E
100'-0"
TUNNEL ENTRY F.F.E
99'-6"
B.O. TRELLIS
112'-6"
T.O. EAVE
±118'-7 1/2"
T.O. PARAPET
±122'-3"
T.O. PARAPET
±125'-9"
MAIN F.F.E
100'-0"
B.O. M.O.
110'-0"
MP-4 PT-9 MP-5
MP-2
SV-1
MP-1
PT-9
MP-4
SV-1
MP-5
2 1
TYP.
3 5
2 1
TYP.
9
TYP.
10 24
11
12
TYP.
13
TYP.
14
20
18
20
23
25
TYP.
28
29
30
30
MP-1
31
TYP.
35
J J
7 6 5 4 3 2 1
J J
T.O. EAVE
±135'-0"
MAIN F.F.E
100'-0"
B.O. TRELLIS
111'-0"
B.O. TRELLIS
112'-6"
T.O. RIDGE
±125'-8"
T.O. EAVE
±134'-0"
T.O. PARAPET
±122'-3"
T.O. PARAPET
±125'-9"
T.O. EAVE
±135'-0" T.O. EAVE
±134'-0"
MP-2
MP-1 PT-9
PT-9
MP-4
SV-1
MP-1
MP-4 PT-9
PT-9
PT-7
EST-1
PT-7
EST-1
PT-6
EST-1
MP-2
MP-4
SV-1
MP-1
PT-9 MP-4
PT-9
MP-5 MP-5
MP-5
MP-5
MP-5
2 1
TYP.
2
TYP.
2 1
TYP.
3
4
TYP.
5
6
TYP.
9
TYP.
10
11 11
10
12
TYP.
12
TYP.
13
TYP.
14
TYP.
16 15
TYP.
17 17
20
25
TYP.
26
30
30
30
30
PT-6
EST-1
10
PT-7
EST-1
PT-3
EST-1
27
25
TYP.
ELEVATION GENERAL NOTES: ELEVATION KEYNOTES: #
A. ALL SIGNAGE SHOWN FOR INFORMATIONAL PURPOSES ONLY. ALL ADVERTISING
SIGNAGE SUBJECT TO SEPARATE SIGN PERMIT SUBMITTAL AND APPROVAL.
B. EXTERIOR LIGHTING LOCATIONS SHOWN. SEE ELECTRICAL PLANS FOR EXTERIOR
LIGHTING SPECIFICATIONS AND REQUIREMENTS. COORDINATE J-BOX
LOCATIONS W/ FUTURE OWNER LIGHTING.
C. APPLY CLEAR WATERPROOF SEALER TO ALL EXPOSED STONE VENEER AND CMU.
D.METAL ROOF COLOR IS A CUSTOM COLOR. NO ALTERNATE WILL BE ACCEPTED.
1. PRE-FINISHED STANDING SEAM METAL ROOF. REFERENCE ROOF PLAN, DETAILS,
SPECIFICATIONS FOR MORE INFORMATION.
2. PRE-FINISHED METAL FASCIA AND SOFFIT PANEL TO MATCH METAL ROOF.
REFERENCE DETAILS, SPECIFICATIONS FOR MORE INFORMATION.
3. PRE-FINISHED METAL PARAPET CAP. PAINT FINISH TO MATCH ADJACENT EIFS
FINISH.
4. EIFS WALL FINISH. PAINT FINISH AS INDICATED. REFERENCE FLOOR PLAN,
DETAILS, SPECIFICATIONS FOR MORE INFORMATION.
5. EIFS ACCENT / CORNICE BAND. PAINT FINISH AS INDICATED.
6. ALUMINUM CHANNEL EIFS CONTROL JOINT PER MFR. LAYOUT AS
DIMENSIONED.
7. EXPOSED CMU. REFERENCE FLOOR PLAN, SPECIFICATIONS FOR MORE
INFORMATION.
8. CMU CONTROL JOINT W/ SEALANT TO MATCH. REFERENCE STRUCTURAL
PLANS FOR MORE INFORMATION.
9. MANUFACTURED STONE VENEER FINISH. REFERENCE DETAILS, SPECIFICATIONS
FOR MORE INFORMATION.
10. PRE-FINISHED METAL VERTICAL R-PANEL. COLOR AS INDICATED. REFERENCE
DETAILS, SPECIFICATIONS FOR MORE INFORMATION.
11. PRE-FINISHED METAL PANEL "BEAUTY" TRIM. REFERENCE DETAILS FOR MORE
INFORMATION.
12. ALUMINUM SIDING OVER PAINTED 1/2" SCRATCH COAT STUCCO OVER METAL
LATH OVER WATERPROOF MEMBRANE OVER WALL SHEATHING TO WRAP
AROUND WALL. REFERENCE BUILDING SECTION, DETAILS FOR MORE
INFORMATION.
13. CONCRETE STEM WALL. REFERENCE SLAB PLAN, DETAILS, STRUCTURAL PLANS
FOR MORE INFORMATION.
14. ALUMINUM STOREFRONT WINDOW / DOOR ASSEMBLY. REFERENCE DOOR AND
WINDOW SCHEDULE FOR MORE INFORMATION.
15. PROVIDE FROSTED / TINTED FILM THIS WINDOW ONLY.
16. INSULATED HOLLOW METAL DOOR AND FRAME ASSEMBLY. PAINT FINISH AS
INDICATED. REFERENCE DOOR SCHEDULE, DETAILS FOR MORE INFORMATION.
17. PRIMED/PAINTED METAL AWNING. COLOR PER SCHEDULE.
18. PRIMED/PAINTED METAL TRELLIS. COLOR PER SCHEDULE.
19. WALL LOUVER PER MECHANICAL PLANS. PAINT FINISH TO MATCH ADJANCENT
WALL. REFERENCE RCP FOR MORE INFORMATION.
20. BUILDING SIGNAGE PER SEPARATE PERMIT. SHOWN FOR REFERENCE ONLY,
VERIFY WITH OWNER'S SIGN VENDOR.
21. GC TO INSTALL J-BOX, CONDUIT, AND BLOCKING AT INTERIOR FACE OF WALL
FOR OWNER PROVIDED / OWNER INSTALLED SIGNAGE. VERIFY EXACT
REQUIREMENTS WITH OWNER'S SIGN VENDOR PRIOR TO ROUGH-IN AND
INSTALLATION. REFERENCE ROOF PLAN, ELECTRICAL PLANS FOR MORE
INFORMATION.
22. GC TO INSTALL J-BOX, COUNDUIT WITHIN CMU WALL FOR OWNER PROVIDED /
OWNER INSTALLED SIGNAGE. VERIFY EXACT REQUIREMENTS WITH OWNER'S
SIGN VENDOR PRIOR TO ROUGH-IN AND INSTALLATION. REFERENCE RCP,
ELECTRICAL PLANS FOR MORE INFORMATION.
23. GC TO INSTALL J-BOX, CONDUIT WITHIN WALL FOR FUTURE ACCENT
LIGHTING BY OWNER. MOUNT ABOVE ALL AWNINGS / TRELLISES AS CLOSE AS
POSSIBLE. PROVIDE COVER PLATE AT EXTERIOR WALL, PAINT FINISH TO MATCH
ADJACENT WALL.
24. ROOF DRAIN MAIN NOZZLE AT WALL. REFER TO FLOOR PLAN, PLUMBING PLANS
FOR MORE INFORMATION.
25. WALL MOUNTED LIGHT FIXTURE. REFERENCE RCP, ELECTRICAL PLANS FOR
MORE INFORMATION.
26. APPROXIMATE AREA FOR ELECTRICAL SERVICE ENTRANCE. PAINT EQUIPMENT
TO MATCH WALL BEHIND. REFERENCE ELECTRICAL PLANS FOR MORE
INFORMATION.
27. GAS METER PER PLUMBING PLANS. PAINT FINISH TO MATCH WALL BEHIND.
28. POLYCARBONATE GLAZED ALUMINUM AIR-LIFT DOORS PER FLOOR PLAN,
DOOR SCHEDULE.
29. PRE-FINISHED GUTTER AND DOWNSPOUT. PAINT FINISH TO MATCH PT-9.
30. COORDINATE LED EAVE ACCENT TAPE LIGHT LOCATION AND CONNECTION
WITH SIGN VENDOR REQUIREMENTS.
31. GC TO INSTALL J-BOX, CONDUIT WITHIN WALL FOR OWNER
PROVIDED/OWNER INSTALLED CAMERA. REFER TO ELECTRICAL PLANS FOR
MORE INFORMATION.
32. PORTION OF CMU WALL TO STEP BELOW BARREL ROOF EAVE. REFERENCE
ROOF PLAN FOR MORE INFORMATION.
33. ACTIVE VENT LOUVER BEHIND ALUMINUM SIDING. LOCATION SHOWN FOR
REFERENCE ONLY. COORDINATE EXACT LOCATION WITH OWNER, SIGN
VENDOR. REFERENCE DETAIL 19/A9.5, MECHANICAL AND ELECTRICAL PLANS
FOR MORE INFORMATION.
34. ROLL-UP VINYL DOOR. REFERENCE FLOOR PLAN, DOOR SCHEDULE FOR MORE
INFORMATION.
35. BRAKE METAL CLOSURE AT HEAD AND JAMBS, PAINT FINISH PT-10, REFERENCE
DETAILS FOR MORE INFORMATION.
EXTERIOR MATERIAL FINISH KEY
MARK MATERIAL MANUFACT. DESCRIPTION
PT-6 EXTERIOR PAINT SHERWIN-WILLIAMS
MORNING FOG - SW6255, SHEEN PER PAINT FINISH NOTE. R: 168, G: 174, B: 177. HEX: #A8AEB1. LRV: 42.
COLOR COLLECTION: LUXE.
PAINT FINISH NOTE: EIFS, SCRATCH COAT, / SIDING TO BE 'A-100 SATIN'. METAL TO BE 'PRO-CRYL' UNIVERSAL PRIMER W/ 'PROINDUSTRIAL DTM S/G'.
SV-1 STONE VENEER CORONADO
6" H x 30" L x 1" D - 6" SPLIT LIMESTONE, COLOR: CREAM; COLLECTION: DESIGNER
SERIES; TYPE: PLANK STONE.
PT-9 EXTERIOR PAINT SHERWIN-WILLIAMS
IN THE NAVY - SW9178, SHEEN PER PAINT FINISH NOTE. USE ON ALL EXTERIOR PRE-FINISHED METAL U.N.O. R:40, G:56, B: 73.
HEX: #283849. COLOR COLLECTION: 2018 UNITY. LRV: 4.
EST-1 EIFS
---
(CUSTOM INTEGRAL COLOR TO MATCH PAINT PER ELEVATIONS), SAND FINISH.
PT-7
EXTERIOR PAINT SHERWIN-WILLIAMS DRESS BLUES - SW9176, SATIN FINISH.
CU-1 CMU (TEXTURED) TBD
COLOR TO BE CLOSE MATCH TO PT-3, TO BE VERIFIED WITH OWNER / ARCHITECT
PRIOR TO ORDERING
CU-2 CMU (SMOOTH) TBD
COLOR TO BE CLOSE MATCH TO PT-6, TO BE VERIFIED WITH OWNER / ARCHITECT
PRIOR TO ORDERING
PT-3 EXTERIOR PAINT SHERWIN-WILLIAMS
WALL STREET - SW7665, SHEEN PER PAINT FINISH NOTE. R: 101, G: 109, B: 115. HEX: #656D73. LRV: 15.
COLOR COLLECTION: ENTHUSIAST.
MP-1 METAL PANEL
ROLLFAB METAL
PRODUCTS
PRE-FINISHED 2 PIECE INTERLOCKING METAL BATTEN SYSTEM: 1"x 6" ALUMINUM BATTEN WITH 3/4" MAX. GAPS BETWEEN BATTENS,
COLOR: HAZELNUT BROWN. INSTALL OVER 1/2" SCRATCH COAT STUCCO PAINTED BLACK PER OWNER'S REQUIREMENTS.
MP-4 METAL PANEL
CTMRS
(OR EQUAL)
PRE-FINISHED STANDING SEAM METAL ROOF: PROFILE PER SPECIFICATIONS, COLOR: CUSTOM.
COLOR MATCH SHERWIN WILLIAMS - IN THE NAVY SW9178.
MP-2 METAL PANEL
CTMRS
(OR EQUAL) PRE-FINISHED CONCEALED FASTENER METAL PANEL : PROFILE PER SPECIFICATIONS, COLOR: IN THE NAVY - SW9178.
MP-5 METAL PANEL
CTMRS
(OR EQUAL)
PRE-FINISHED CONCEALED FASTENER METAL FASCIA AND SOFFIT PANEL: PROFILE PER
SPECIFICATIONS, COLOR: CUSTOM. COLOR MATCH SHERWIN WILLIAMS - IN THE NAVY SW9178
PT-10 EXTERIOR PAINT SHERWIN-WILLIAMS CREAMY - SW7012, SHEEN PER PAINT FINISH NOTE. R: 239, G:232, B: 219. HEX: #EFE8DB. LRV: 81.
A5.1
Project
Date
Scale
Sheet
21103
10.06.21
Noted
Revisions
pricing
only
not for
construction
Expires 05.31.22
711 East 9th Street
Tucson, Arizona 85719
520.903.2323 phone
www.a23studios.com
NOTE:
THESE DOCUMENTS ESTABLISH THE GENERAL
STANDARDS OF QUALITY AND DETAIL FOR
DEVELOPING A NEGOTIATED CONSTRUCTION
CONTRACT.
Mister Car Wash ID 1509
MILANO-130.C1
4891 N. Cortona Way
Meridan, ID 83646
BUILDING ELEVATIONS
3/16" = 1'-0"
BUSINESS / MECHANICAL ELEVATION
3/16" = 1'-0"
CAR WASH TUNNEL ENTRY ELEVATION
3
4
12/16/21
A-2021-0219
TYP.
34
29
30
30
TYP.
19
21
21
22
31
TYP.
35
J J J
J J
J J
MAIN F.F.E
100'-0"
B.O. TRELLIS
111'-0"
B.O. TRELLIS
112'-6"
T.O. EAVE
±118'-7 1/2"
T.O. RIDGE
±125'-8"
T.O. PARAPET
±125'-9"
T.O. PARAPET
±122'-3"
T.O. SILL
104'-0"
SV-1
SV-1
CU-2 CU-1 MP-1
MP-1
MP-4 PT-9 PT-9
PT-7
EST-1 PT-9
SV-1
MP-1
CU-1
CU-2
MP-5 MP-4
1
2
2
TYP.
TYP.
3 5
7
TYP.
8
TYP.
8
TYP.
9
TYP.
12
TYP.
12
TYP.
13
TYP.
14
TYP.
18
TYP.
29 29
30
30
30
30
31
32
32
23
TYP.
31
33 33
EXTERIOR MATERIAL FINISH KEY
MARK MATERIAL MANUFACT. DESCRIPTION
PT-6 EXTERIOR PAINT SHERWIN-WILLIAMS
MORNING FOG - SW6255, SHEEN PER PAINT FINISH NOTE. R: 168, G: 174, B: 177. HEX: #A8AEB1. LRV: 42.
COLOR COLLECTION: LUXE.
PAINT FINISH NOTE: EIFS, SCRATCH COAT, / SIDING TO BE 'A-100 SATIN'. METAL TO BE 'PRO-CRYL' UNIVERSAL PRIMER W/ 'PROINDUSTRIAL DTM S/G'.
SV-1 STONE VENEER CORONADO
6" H x 30" L x 1" D - 6" SPLIT LIMESTONE, COLOR: CREAM; COLLECTION: DESIGNER
SERIES; TYPE: PLANK STONE.
PT-9 EXTERIOR PAINT SHERWIN-WILLIAMS
IN THE NAVY - SW9178, SHEEN PER PAINT FINISH NOTE. USE ON ALL EXTERIOR PRE-FINISHED METAL U.N.O. R:40, G:56, B: 73.
HEX: #283849. COLOR COLLECTION: 2018 UNITY. LRV: 4.
EST-1 EIFS
---
(CUSTOM INTEGRAL COLOR TO MATCH PAINT PER ELEVATIONS), SAND FINISH.
PT-7
EXTERIOR PAINT SHERWIN-WILLIAMS DRESS BLUES - SW9176, SATIN FINISH.
CU-1 CMU (TEXTURED) TBD
COLOR TO BE CLOSE MATCH TO PT-3, TO BE VERIFIED WITH OWNER / ARCHITECT
PRIOR TO ORDERING
CU-2 CMU (SMOOTH) TBD
COLOR TO BE CLOSE MATCH TO PT-6, TO BE VERIFIED WITH OWNER / ARCHITECT
PRIOR TO ORDERING
PT-3 EXTERIOR PAINT SHERWIN-WILLIAMS
WALL STREET - SW7665, SHEEN PER PAINT FINISH NOTE. R: 101, G: 109, B: 115. HEX: #656D73. LRV: 15.
COLOR COLLECTION: ENTHUSIAST.
MP-1 METAL PANEL
ROLLFAB METAL
PRODUCTS
PRE-FINISHED 2 PIECE INTERLOCKING METAL BATTEN SYSTEM: 1"x 6" ALUMINUM BATTEN WITH 3/4" MAX. GAPS BETWEEN BATTENS,
COLOR: HAZELNUT BROWN. INSTALL OVER 1/2" SCRATCH COAT STUCCO PAINTED BLACK PER OWNER'S REQUIREMENTS.
MP-4 METAL PANEL
CTMRS
(OR EQUAL)
PRE-FINISHED STANDING SEAM METAL ROOF: PROFILE PER SPECIFICATIONS, COLOR: CUSTOM.
COLOR MATCH SHERWIN WILLIAMS - IN THE NAVY SW9178.
MP-2 METAL PANEL
CTMRS
(OR EQUAL) PRE-FINISHED CONCEALED FASTENER METAL PANEL : PROFILE PER SPECIFICATIONS, COLOR: IN THE NAVY - SW9178.
MP-5 METAL PANEL
CTMRS
(OR EQUAL)
PRE-FINISHED CONCEALED FASTENER METAL FASCIA AND SOFFIT PANEL: PROFILE PER
SPECIFICATIONS, COLOR: CUSTOM. COLOR MATCH SHERWIN WILLIAMS - IN THE NAVY SW9178
PT-10 EXTERIOR PAINT SHERWIN-WILLIAMS CREAMY - SW7012, SHEEN PER PAINT FINISH NOTE. R: 239, G:232, B: 219. HEX: #EFE8DB. LRV: 81.
ELEVATION GENERAL NOTES: ELEVATION KEYNOTES: #
A. ALL SIGNAGE SHOWN FOR INFORMATIONAL PURPOSES ONLY. ALL ADVERTISING
SIGNAGE SUBJECT TO SEPARATE SIGN PERMIT SUBMITTAL AND APPROVAL.
B. EXTERIOR LIGHTING LOCATIONS SHOWN. SEE ELECTRICAL PLANS FOR EXTERIOR
LIGHTING SPECIFICATIONS AND REQUIREMENTS. COORDINATE J-BOX
LOCATIONS W/ FUTURE OWNER LIGHTING.
C. APPLY CLEAR WATERPROOF SEALER TO ALL EXPOSED STONE VENEER AND CMU.
D.METAL ROOF COLOR IS A CUSTOM COLOR. NO ALTERNATE WILL BE ACCEPTED.
1. PRE-FINISHED STANDING SEAM METAL ROOF. REFERENCE ROOF PLAN, DETAILS,
SPECIFICATIONS FOR MORE INFORMATION.
2. PRE-FINISHED METAL FASCIA AND SOFFIT PANEL TO MATCH METAL ROOF.
REFERENCE DETAILS, SPECIFICATIONS FOR MORE INFORMATION.
3. PRE-FINISHED METAL PARAPET CAP. PAINT FINISH TO MATCH ADJACENT EIFS
FINISH.
4. EIFS WALL FINISH. PAINT FINISH AS INDICATED. REFERENCE FLOOR PLAN,
DETAILS, SPECIFICATIONS FOR MORE INFORMATION.
5. EIFS ACCENT / CORNICE BAND. PAINT FINISH AS INDICATED.
6. ALUMINUM CHANNEL EIFS CONTROL JOINT PER MFR. LAYOUT AS
DIMENSIONED.
7. EXPOSED CMU. REFERENCE FLOOR PLAN, SPECIFICATIONS FOR MORE
INFORMATION.
8. CMU CONTROL JOINT W/ SEALANT TO MATCH. REFERENCE STRUCTURAL
PLANS FOR MORE INFORMATION.
9. MANUFACTURED STONE VENEER FINISH. REFERENCE DETAILS, SPECIFICATIONS
FOR MORE INFORMATION.
10. PRE-FINISHED METAL VERTICAL R-PANEL. COLOR AS INDICATED. REFERENCE
DETAILS, SPECIFICATIONS FOR MORE INFORMATION.
11. PRE-FINISHED METAL PANEL "BEAUTY" TRIM. REFERENCE DETAILS FOR MORE
INFORMATION.
12. ALUMINUM SIDING OVER PAINTED 1/2" SCRATCH COAT STUCCO OVER METAL
LATH OVER WATERPROOF MEMBRANE OVER WALL SHEATHING TO WRAP
AROUND WALL. REFERENCE BUILDING SECTION, DETAILS FOR MORE
INFORMATION.
13. CONCRETE STEM WALL. REFERENCE SLAB PLAN, DETAILS, STRUCTURAL PLANS
FOR MORE INFORMATION.
14. ALUMINUM STOREFRONT WINDOW / DOOR ASSEMBLY. REFERENCE DOOR AND
WINDOW SCHEDULE FOR MORE INFORMATION.
15. PROVIDE FROSTED / TINTED FILM THIS WINDOW ONLY.
16. INSULATED HOLLOW METAL DOOR AND FRAME ASSEMBLY. PAINT FINISH AS
INDICATED. REFERENCE DOOR SCHEDULE, DETAILS FOR MORE INFORMATION.
17. PRIMED/PAINTED METAL AWNING. COLOR PER SCHEDULE.
18. PRIMED/PAINTED METAL TRELLIS. COLOR PER SCHEDULE.
19. WALL LOUVER PER MECHANICAL PLANS. PAINT FINISH TO MATCH ADJANCENT
WALL. REFERENCE RCP FOR MORE INFORMATION.
20. BUILDING SIGNAGE PER SEPARATE PERMIT. SHOWN FOR REFERENCE ONLY,
VERIFY WITH OWNER'S SIGN VENDOR.
21. GC TO INSTALL J-BOX, CONDUIT, AND BLOCKING AT INTERIOR FACE OF WALL
FOR OWNER PROVIDED / OWNER INSTALLED SIGNAGE. VERIFY EXACT
REQUIREMENTS WITH OWNER'S SIGN VENDOR PRIOR TO ROUGH-IN AND
INSTALLATION. REFERENCE ROOF PLAN, ELECTRICAL PLANS FOR MORE
INFORMATION.
22. GC TO INSTALL J-BOX, COUNDUIT WITHIN CMU WALL FOR OWNER PROVIDED /
OWNER INSTALLED SIGNAGE. VERIFY EXACT REQUIREMENTS WITH OWNER'S
SIGN VENDOR PRIOR TO ROUGH-IN AND INSTALLATION. REFERENCE RCP,
ELECTRICAL PLANS FOR MORE INFORMATION.
23. GC TO INSTALL J-BOX, CONDUIT WITHIN WALL FOR FUTURE ACCENT
LIGHTING BY OWNER. MOUNT ABOVE ALL AWNINGS / TRELLISES AS CLOSE AS
POSSIBLE. PROVIDE COVER PLATE AT EXTERIOR WALL, PAINT FINISH TO MATCH
ADJACENT WALL.
24. ROOF DRAIN MAIN NOZZLE AT WALL. REFER TO FLOOR PLAN, PLUMBING PLANS
FOR MORE INFORMATION.
25. WALL MOUNTED LIGHT FIXTURE. REFERENCE RCP, ELECTRICAL PLANS FOR
MORE INFORMATION.
26. APPROXIMATE AREA FOR ELECTRICAL SERVICE ENTRANCE. PAINT EQUIPMENT
TO MATCH WALL BEHIND. REFERENCE ELECTRICAL PLANS FOR MORE
INFORMATION.
27. GAS METER PER PLUMBING PLANS. PAINT FINISH TO MATCH WALL BEHIND.
28. POLYCARBONATE GLAZED ALUMINUM AIR-LIFT DOORS PER FLOOR PLAN,
DOOR SCHEDULE.
29. PRE-FINISHED GUTTER AND DOWNSPOUT. PAINT FINISH TO MATCH PT-9.
30. COORDINATE LED EAVE ACCENT TAPE LIGHT LOCATION AND CONNECTION
WITH SIGN VENDOR REQUIREMENTS.
31. GC TO INSTALL J-BOX, CONDUIT WITHIN WALL FOR OWNER
PROVIDED/OWNER INSTALLED CAMERA. REFER TO ELECTRICAL PLANS FOR
MORE INFORMATION.
32. PORTION OF CMU WALL TO STEP BELOW BARREL ROOF EAVE. REFERENCE
ROOF PLAN FOR MORE INFORMATION.
33. ACTIVE VENT LOUVER BEHIND ALUMINUM SIDING. LOCATION SHOWN FOR
REFERENCE ONLY. COORDINATE EXACT LOCATION WITH OWNER, SIGN
VENDOR. REFERENCE DETAIL 19/A9.5, MECHANICAL AND ELECTRICAL PLANS
FOR MORE INFORMATION.
34. ROLL-UP VINYL DOOR. REFERENCE FLOOR PLAN, DOOR SCHEDULE FOR MORE
INFORMATION.
35. BRAKE METAL CLOSURE AT HEAD AND JAMBS, PAINT FINISH PT-10, REFERENCE
DETAILS FOR MORE INFORMATION.
A5.0
Project
Date
Scale
Sheet
21103
10.06.21
Noted
Revisions
pricing
only
not for
construction
Expires 05.31.22
711 East 9th Street
Tucson, Arizona 85719
520.903.2323 phone
www.a23studios.com
NOTE:
THESE DOCUMENTS ESTABLISH THE GENERAL
STANDARDS OF QUALITY AND DETAIL FOR
DEVELOPING A NEGOTIATED CONSTRUCTION
CONTRACT.
Mister Car Wash ID 1509
MILANO-130.C1
4891 N. Cortona Way
Meridan, ID 83646
BUILDING ELEVATIONS
3/16" = 1'-0"
CAR WASH TUNNEL WALL ELEVATION
3/16" = 1'-0"
CAR WASH TUNNEL EXIT ELEVATION
1
2
12/16/21
A-2021-0219
SLOPE
R 55'-0"
SLOPE
1/2:12
SLOPE
1/2:12
T.O.MASONRY
±119'-4"
T.O.MASONRY
±119'-4"
T.O. ROOF DECK
±118'-6"
T.O.PARAPET
±122'-3"
T.O.PARAPET
122'-3"
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
20
20
7
8
14
21
9
5
TYP.
19
TYP.
19
TYP.
4
TYP.
6
23'-11" 24'-0"
2'-0" 2'-0" 2'-0" 2'-0"
32'-0"
2'-0" 2'-8" 2'-0"
22'-8"
2'-0" 2'-0"
23'-8"
2'-0" 2'-0"
28'-0"
2'-0" 2'-0"
28'-0"
2'-0" 2'-0"
32'-0"
2'-0" 2'-0"
SLOPE
1/4:12
SLOPE
1/4:12
2'-8"
18
TYP.
17
TYP.
17
TYP.
A
1 5 6
C
E
B
F
2 3 4 7
D
15 15
1
TYP.
1
TYP.
16 16
2
TYP.
T.O.DECK
±117'-8"
3
TYP.
3
TYP.
11
12
4
TYP.
11
11
13 13
12
11
10
TYP.
10
TYP.
16 16
1
A6.0
2
A6.1
3
A6.2
4
A6.3
28
28
3
7'-8"
1'-6" 2'-8" 1'-6"
11 12
T.O.PARAPET
±125'-9"
33'-8"
1'-6" 1'-6"
12 11
12 11
19'-10"
1'-6" 1'-6"
7'-8"
1'-6" 1'-8" 1'-6"
11
12
12
11
3
29
30 30
31 31
30 30
31 31
32 32
33
32
33
32
28 28
24 25 26
26 27
24 25
24 25
24 25
23
22
24 25
34
35
ROOF PLAN GENERAL NOTES:
A. ALL MECHANICAL EQUIPMENT SHOWN FOR REFERENCE ONLY. GC TO
COORDINATE EXACT LOCATION WITH CODE REQUIRED CLEARANCES,
MANUFACTUER'S INSTALLATION REQUIREMENTS AND
RECOMMENDATIONS, AND FINAL ROOF JOIST / TRUSS LAYOUT. REFERENCE
MECHANICAL / STRUCTURAL PLANS FOR ADDITIONAL REQUIREMENTS.
B. ALL PLUMBING VENTS THROUGH ROOF SHOWN FOR REFERENCE ONLY.
REFERENCE PLUMBING PLANS FOR MORE INFORMATION.
C. ALL HEATER EQUIPMENT COMBUSTION AIR INTAKE AND EXHAUST VENTS
SHOWN FOR REFERENCE ONLY. GC TO COORDINATE LOCATION OF ALL
ROOF PENETRATIONS WITH EQUIPMENT MANUFACTURER'S
REQUIREMENTS AND RECOMMENDATIONS AND FINAL FIELD LAYOUT PER
OWNER'S REQUIREMENTS.
D. ALL HEATER EQUIPMENT COMBUSTION AIR VENTS MUST NOT PENETRATE
STANDING SEAM METAL ROOFS. VENTS MUST ROUTE THROUGH ROOF
WELL OR ADJACENT WALLS. ALL PENETRATIONS THROUGH ADJACENT
WALL MUST BE APPROVED BY OWNER / ARCHITECT PRIOR TO ROUGH-IN
AND INSTALLATION.
E. METAL ROOF COLOR IS A CUSTOM COLOR. NO ALTERNATE WILL BE
ACCEPTED.
F. ALL DIMENSIONS ARE TAKEN FROM EXTERIOR FACE OF SHEATHING AT
WOOD FRAME WALLS OR CMU TO FINISH FACE OF ROOF ELEMENTS,
U.N.O..
ROOF INSULATION SCHEDULE NOTES:
A. TUNNEL TOWER: R-38 MIN. VINYL FACED BATT INSULATION UNDER ROOF
SHEATHING W/ CLASS II VAPOR BARRIER PER SPECIFICATIONS.
B. R-30 MIN. CONT. RIGID INSULATION ABOVE ROOF DECK W/ CLASS II VAPOR
BARRIER PER SPECIFICATIONS.
C. R-38 MIN. BATT INSULATION AT CEILING LEVEL W/ CLASS II VAPOR BARRIER
PER SPECIFICATIONS. ATTIC LOUVER MIN. FREE AREA AS NOTED. CONFIRM
FINAL PLACEMENT W/ ARCHITECT.
ROOF PLAN KEYNOTES: #
1. PRE-FINISHED STANDING SEAM METAL ROOF OVER
WATERPROOF MEMBRANE. CUSTOM COLOR PER BUILDING
ELEVATIONS. REFERENCE DETAILS, SPECIFICATIONS,
STRUCTURAL PLANS FOR MORE INFORMATION.
2. SINGLE PLY 60 MIL. PVC OR TPO ROOF OVER TAPERED RIGID
INSULATION, R-30 MIN.. INSTALL PER MANUFACTURER'S
REQUIREMENTS AND RECOMMENDATION. REFERENCE
SPECIFICATIONS FOR MORE INFORMATION.
3. WRAP SINGLE PLY ROOF UP PARAPET WALL. REFERENCE
BUILDING SECTIONS, DETAILS FOR MORE INFORMATION.
4. SINGLE PLY ROOF OVER TAPERED RIGID INSULATION CRICKET.
5. ROOF DRAIN AND OVERFLOW DRAIN PER PLUMBING PLANS.
REFERENCE DETAILS FOR MORE INFORMATION.
6. ROUTE ROOF DRAIN AND OVERFLOW DRAIN DOWN
THROUGH WALL BELOW. REFERENCE DETAILS, PLUMBING
PLANS FOR MORE INFORMATION.
7. ROOF ACCESS HATCH. REFERENCE DETAILS, SPECIFICATIONS
FOR MORE INFORMATION.
8. ROOF TOP MECHANICAL EQUIPMENT. APPROXIMATE
LOCATION, VERIFY IN FIELD. REFERENCE MECHANICAL PLANS
FOR MORE INFORMATION.
9. MECHANICAL UNIT / PLUMBING VENT-THROUGH-ROOF
CLEARANCE. VERIFY EXACT EXTENT IN FIELD.
10. LINE OF EXTERIOR WALL BELOW. REFERENCE FLOOR PLAN,
BUILDING SECTIONS FOR MORE INFORMATION.
11. WOOD FRAME WALL ABOVE ROOF DECK: EXTERIOR FINISH
OVER PLYWOOD SHEATHING OVER 2x6 WOOD STUDS.
REFERENCE BUILDING SECTIONS, STRUCTURAL PLANS FOR
MORE INFORMATION.
12. ALUMINUM SIDING OVER PAINTED 1/2" SCRATCH COAT
STUCCO OVER METAL LATH OVER WATERPROOF MEMBRANE
OVER WALL SHEATHING TO WRAP AROUND WALL. REFERENCE
BUILDING SECTION, DETAILS FOR MORE INFORMATION.
13. WRAP SINGLE PLY ROOF UP WALL AND TERMINATE AT ROOF
SOFFIT. REFERENCE BUILDING SECTIONS, DETAILS FOR MORE
INFORMATION.
14. LINE OF CMU TUNNEL WALL BELOW. REFERENCE FLOOR PLAN
FOR MORE INFORMATION.
15. PORTION OF CMU WALL TO STEP BELOW BARREL ROOF EAVE.
REFERENCE BUILDING ELEVATIONS DETAILS FOR MORE
INFORMATION.
16. PRE-FINISHED GUTTER AND DOWNSPOUT. TERMINATE
DOWNSPOUT AT ROOF WELL BELOW.
17. PRIMED AND PAINTED METAL TRELLIS. SEE ELEVATIONS AND
STRUCTURAL SHEETS.
18. PRIMED AND PAINTED METAL AWNING W/ SANDING SEAM
METAL ROOF TO MATCH BUILDING STANDARD. SEE
ELEVATIONS AND STRUCTURAL SHEETS.
19. J-BOX FOR FUTURE BUILDING SIGNAGE PER SEPARATE PERMIT.
REFERENCE BUILDING ELEVATIONS, ELECTRICAL PLANS FOR
MORE INFORMATION.
20. PLUMBING VENT-THROUGH-ROOF. REFERENCE PLUMBING
PLANS FOR MORE INFORMATION.
21. DRYER VENT-THROUGH-ROOF PER PLUMBING PLANS.
22. ICE MELT BOILER VENT-THROUGH-ROOF. REFERENCE
PLUMBING PLANS FOR MORE INFORMATION.
23. CAR WASH EQUIPMENT WATER HEATER VENT(S) THROUGH
ROOF. REFERENCE PLUMBING PLANS FOR MORE
INFORMATION.
24. UNIT HEATER COMBUSTION AIR INTAKE. REFERENCE
PLUMBING PLANS FOR MORE INFORMATION.
25. UNIT HEATER VENT-THROUGH-ROOF. REFERENCE PLUMBING
PLANS FOR MORE INFORMATION.
26. CAR WASH TUNNEL RADIANT HEATER COMBUSTION AIR
INTAKE. REFERENCE PLUMBING PLANS FOR MORE
INFORMATION.
27. CAR WASH TUNNEL RADIANT HEATER VENT-THROUGH-ROOF.
REFERENCE PLUMBING PLANS FOR MORE INFORMATION.
28. PROVIDE (2) WEATHER TIGHT WALL MOUNTED ACTIVE ATTIC
VENTILATION LOUVERS IN TOWERS WHERE REQUIRED.
REFERENCE MECHANICAL AND ELECTRICAL PLANS FOR MORE
INFORMATION. COORDINATE EXACT LOCATION IN FIELD
WITH OWNER, SIGN VENDOR PRIOR TO ROUGH-IN AND
INSTALLATION.
29. EXHAUST FAN. REFERENCE MECHANICAL PLANS.
30. EXTEND PARAPET BEHIND THE WALL.
31. TOP OF PARAPET SLOP 3/4:12. REFERENCE SECTIONS AND
DETAILS FOR MORE INFORMATION.
32. PARAPET BRACE AT DOUBLE TOP PLATE. FULLY WRAP WITH
TPO ROOF MEMBRANE.
33. TPO ROOF MEMBRANE OVER PLYWOOD SHEATHING OVER 2X
FRAMING @ PARAPET BRACING PER STRUCTURAL PLANS.
34. ICE MELT BOILER COMBUSTION AIR INTAKE THROUGH ROOF.
REFERENCE MECHANICAL PLANS FOR MORE INFORMATION.
35. TANKLESS WATER HEATER COMBUSTION AIR INTAKE
THROUGH ROOF. REFERENCE PLUMBING PLANS FOR MORE
INFORMATION.
A4.0
Project
Date
Scale
Sheet
21103
10.06.21
Noted
Revisions
pricing
only
not for
construction
Expires 05.31.22
711 East 9th Street
Tucson, Arizona 85719
520.903.2323 phone
www.a23studios.com
NOTE:
THESE DOCUMENTS ESTABLISH THE GENERAL
STANDARDS OF QUALITY AND DETAIL FOR
DEVELOPING A NEGOTIATED CONSTRUCTION
CONTRACT.
Mister Car Wash ID 1509
MILANO-130.C1
4891 N. Cortona Way
Meridan, ID 83646
ROOF PLAN
ROOF PLAN
SCALE: 3/16" = 1'-0"
NORTH
NOT TO SCALE
NORTH
ROOF INSULATION SCHEDULE DIAGRAM
12/16/21
A-2021-0219
24'-0"
1 32'-0"
28'-0"
1 6'-1 0"
3'-2"
1 7'-0"
6'-0" 1 2'-0" 6'-0"
24'-0" 26'-8" 30'-8"
4'-0" 1 0'-0" 2'-8" 1 0'-0" 4'-0"
26'-8"
1 6'-0"
5'-0"
7'-4"
1 9'-1 1 " 9'-1 1 "
2'-7" 1 0'-0"
1 1 '-0"
44'-0"
45'-0"
46'-8"
9'-4" 3'-4"
1 1 6'-0"
3'-4" 3'-4" 3'-4"
1 01A
1 01 B
1 02A
1 04A
1 08A
1 07A
1 05A
1 06A
1 03A
1 09C
1 09B
1 09A
1 00A
C
A
E E
D
J
J
L
L
L
J
F
F
F
B
A
A
A
B
A
A
A
A
A A
A
C
C
H
H
J
E
D
K
E
H
26'-8" 26'-8"
EQ. 4'-2" EQ. 6'-1 " 4'-8" 6'-1 "
37'-4" 2'-0" 7'-4" 2'-0" 22'-8" 2'-0" 9'-4"
2
3
TYP.
3
TYP.
4
TYP.
4
TYP.
5
5
6
TYP.
7
TYP.
8
TYP.
1 5 1 4
8
1 3
1 1 1 2
1 0
1 6
TYP.
1 7
TYP.
29
30
29
1 8 1 8
TYP.
1 9
20
20 21 22
TYP.
22
TYP.
23
24
TYP.
26
TYP.
26
TYP.
28 27
2532
TYP.
1 6
TYP.
25
TYP.
32
35
39
39
1 00C
8
34
33
B
L
H
C
1 9
1 9
31
TYP.
1 0'-8"
J
40
25
A9.1
1
A7.2
2
A7.2
9
41
36
1
1 00B
38
37
WALL TYPE LEGEND:
EXTERIOR CONCRETE
MASONRY WALL
INTERIOR/EXTERIOR
FRAME WALL
WALL TYPE NOTES:
1 . G.C. TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON
THE DRAWINGS AT THE JOB SITE & NOTIFY ARCHITECT OF ANY
OMISSIONS, DISCREPANCIES AND / OR CONFLICTS BEFORE
PROCEEDING w/ THE WORK.
2. USE 5/8" MOISTURE RESISTANT GYPSUM BOARD IN ALL WET AREAS
U.N.O. SEE FINISH SCHEDULE FOR TUNNEL WALL FINISH SYSTEM.
3. USE 1 /2" CEMENT BOARD UNDER CERAMIC TILE AND ANY FRP IF
OCCURS.
4. PROVIDE FULL DEPTH ACOUSTIC INSULATION IN ALL INTERIOR
PARTITIONS.
5. ALL INTERIOR FRAME WALLS TO BE FINISHED WITH PLASTER
FINISH PER FINISH SCHEDULE FROM FLOOR TO UNDERSIDE OF
ROOF DECK WITH 5/8" TYPE 'X' GYP. BD., FIRE TAPED BEDDED.
COORDINATE GYP. BD. INSTALLATION WITH WALL ROUGH-INS.
6. SEAL TOP & BOTTOM JOIST, AND ALL PENETRATIONS, AIR TIGHT
w/ PROPERLY RATED FIRE STOPPING MATERIAL.
7. WALL BACKING PER DETAIL SHEETS.
8. SEE ADDITIONAL PARTITION DETAILS ON DETAIL SHEETS.
9. SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION.
1 0. SEE SPECIFICATIONS FOR ALL WEATHER BARRIER / WATERPROOF
MEMBRANE REQUIREMENTS.
1 1 . ALL BATT INSULATION LEFT EXPOSED ABOVE CEILING TO BE
COVERED WITH CLASS A FOIL PER SPECFICATIONS.
WALL TYPES: -
A. EXTERIOR WALL - 8"x8"x1 6 CONCRETE MASONRY UNIT w/ STRUCK
JOINTS, EXTRUTECH PLASTIC PLASTIC PANEL FINISH AT INTERIOR /
CAR WASH TUNNEL SIDE. ALL UNGROUTED CELLS TO BE FULLY
INSULATED WITH SPRAY-IN EXPANDING CLOSED CELL INSULATION
(R21 MIN.). GC TO PROVIDE PAINT-ON AIR BARRIER AT CAR WASH
TUNNEL SIDE. REF. BUILDING ELEVATIONS, STRUCTURAL SHEETS
FOR MORE INFORMATION.
THIN STONE VENEER EXTERIOR SIDE:
CORONADO STONE LIMESTONE w/ DRYSTACKED JOINTS PER
ELEVATIONS OVER WATERPROOF MEMBRANE, METAL LATH
AND MORTAR PER MANUFACTURER.
HORIZONTAL METAL BATTEN OVER 1 /2" SCRATCH COAT
STUCCO OVER METAL LATH OVER WATERPROOF MEMBRANE.
D. EXTERIOR WALL - 2X6 WOOD STUDS w/ PLYWOOD SHEATHING PER
STRUCTURAL PLANS w/ 5 1 /2" R-20 BATT INSULATION, FULL HEIGHT
FURR WALL: 2X4 WOOD STUDS AT 24" O.C., w/ AIR GAP BEHIND THE
FURR WALL REFERENCE A7.0, AND (2) LAYERS OF 5/8" TYPE 'X' GYP.
BD. (TO 6" ABOVE CEILING) AT INTERIOR SIDE. PROVIDE SOUND
RATED SEALANT AT ALL JOINTS AND PENETRATIONS. REF. BUILDING
ELEVATIONS FOR MORE INFORMATION.
EIFS FINISH EXTERIOR SIDE: POLYMER BASED FINISH OVER 1 "
RIGID INSULATION, AND WATERPROOF MEMBRANE.
THINS STONE VENEER EXTERIOR SIDE:
CORONADO STONE LIMESTONE w/ DRYSTACKED JOINTS PER
ELEVATIONS OVER METAL LATH AND MORTAR PER
MANUFACTURER OVER 2 LAYERS OF WEATHER BARRIER.
PRE-FINISHED METAL PANELS
EXTERIOR SIDE:
CORRUGATED PANEL PER ELEVATIONS
OVER WEATHER BARRIER.
HORIZONTAL METAL BATTEN
OVER 1 /2" SCRATCH COAT STUCCO
OVER METAL LATH OVER
WATERPROOF MEMBRANE.
E. BUILDING WALL - 2X6 WOOD STUDS w/ PLYWOOD SHEATHING PER
STRUCTURAL PLANS w/ 5 1 /2" R-20 BATT INSULATION, AND 5/8" TYPE
'X' GYP. BD. AT INTERIOR SIDE. REF. BUILDING ELEVATIONS FOR
MORE INFORMATION.
EIFS FINISH EXTERIOR SIDE: POLYMER BASED FINISH OVER 1 "
RIGID INSULATION, AND WATERPROOF MEMBRANE.
THIN STONE VENEER EXTERIOR SIDE:
CORONADO STONE LIMESTONE w/ DRYSTACKED JOINTS PER
ELEVATIONS OVER WATERPROOF MEMBRANE, METAL LATH
AND MORTAR PER MANUFACTURER.
PRE-FINISHED METAL PANELS EXTERIOR SIDE:
CORRUGATED PANEL PER ELEVATIONS OVER WEATHER BARRIER.
HORIZONTAL METAL BATTEN OVER 1 /2" SCRATCH COAT
STUCCO OVER METAL LATH OVER WATERPROOF MEMBRANE.
B. INTERIOR BEARING WALL - 8"x8"x1 6 CONCRETE MASONRY UNIT w/
STRUCK JOINTS, EXTRUTECH PLASTIC PLASTIC PANEL FINISH AT CAR
WASH TUNNEL SIDE, PRIMED AND PAINTED FINISH AT MECHANICAL
ROOM SIDE. ALL UNGROUTED CELLS TO BE FULLY INSULATED WITH
SPRAY-IN EXPANDING CLOSED CELL INSULATION (R21 MIN.). GC TO
PROVIDE PAINT-ON AIR BARRIER AT CAR WASH TUNNEL SIDE. REF.
INTERIOR FINISH PLAN, STRUCTURAL SHEETS FOR MORE
INFORMATION.
C. INTERIOR BEARING WALL - 8"x8"x1 6 CONCRETE MASONRY UNIT,
SOLID GROUT ALL CELLS, w/ STRUCK JOINTS, FULL HEIGHT FURR
WALL AT OFFICE SIDE: 2X4 FRAMING AT 24" O.C., w/ 1 /2" AIR GAP
BEHIND THE FRAMING, w/ R-1 3 SOUND BATT INSULATION FULL
DEPTH OF FRAMING, w/ AIR BARRIER UNDER GYP. BD., w/ (2) LAYERS
OF 5/8" TYPE 'X' GYP. BD. PROVIDE SOUND RATED SEALANT AT ALL
JOINTS AND PENETRATIONS. GC TO PROVIDE PAINT-ON AIR BARRIER
AT CAR WASH TUNNEL SIDE. REF. INTERIOR FINISH PLAN,
STRUCTURAL SHEETS FOR MORE INFORMATION.
EXTRUTECH PLASTIC PANEL FINISH OVER PAINT ON AIR
BARRIER AT CAR WASH TUNNEL SIDE.
PAINT ON AIR BARRIER AT MECHANICAL ROOM SIDE.
REFERENCE INTERIOR ELEVATION FOR BRAKE ROOM AND
RESTROOM FOR INTERIOR FINISHES.
F. BUILDING WALL - 2X6 WOOD STUDS w/ PLYWOOD SHEATHING PER
STRUCTURAL PLANS w/ 5 1 /2" R-20 BATT INSULATION, AND 5/8" G1 S
PWD. PRIMED AND PAINTED. AT INTERIOR SIDE. REF. BUILDING
ELEVATIONS FOR MORE INFORMATION.
EIFS FINISH EXTERIOR SIDE: POLYMER BASED FINISH OVER 1 "
RIGID INSULATION, AND WATERPROOF MEMBRANE.
THIN STONE VENEER EXTERIOR SIDE:
CORONADO STONE LIMESTONE w/ DRYSTACKED JOINTS PER
ELEVATIONS OVER WATERPROOF MEMBRANE, METAL LATH
AND MORTAR PER MANUFACTURER.
PRE-FINISHED METAL PANELS EXTERIOR SIDE:
CORRUGATED PANEL PER ELEVATIONS OVER WEATHER BARRIER.
H. FULL HEIGHT INTERIOR PLUMB./ ELEC. EQUIPMENT WALL - 2X6
WOOD STUDS @ 24" O.C. w/ R-20 BATT INSULATION FULL DEPTH,
5/8" TYPE 'X' GYP. BD. BOTH SIDES (TO 6" ABOVE CLNG. GRID OR
HARD CLNG. WHERE OCCURS; TO B.O. ROOF DECK WHERE CLNG. IS
OPEN TO STRUCTURE) U.N.O.
J. FULL HEIGHT PARTITION WALL - 2X4 WOOD STUDS @ 24" O.C. w/
R-1 3 SOUND BATT INSULATION, w/ 5/8" TYPE 'X' GYP. BD. BOTH
SIDES (TO 6" ABOVE CEILING GRID OR HARD CEILING WHERE
OCCURS; TO B.O. ROOF DECK WHERE CEILING IS OPEN TO
STRUCTURE) U.N.O.
K. BUILDING WALL - 2X6 WOOD STUDS w/ PLYWOOD SHEATHING PER
STRUCTURAL PLANS w/ 5 1 /2" R-20 BATT INSULATION, AND (2)
LAYERS OF 5/8" TYPE 'X' GYP. BD. AT INTERIOR SIDE. REF. BUILDING
ELEVATIONS FOR MORE INFORMATION.
EIFS FINISH EXTERIOR SIDE: POLYMER BASED FINISH OVER
1 " RIGID INSULATION, AND WATERPROOF MEMBRANE.
HORIZONTAL METAL BATTEN OVER 1 /2" SCRATCH COAT
STUCCO OVER METAL LATH OVER WATERPROOF MEMBRANE.
L. FULL HEIGHT PARTITION WALL - 2X4 WOOD STUDS @ 24" O.C.
STAGGERED ON 2X6 PLATE w/ R-20 BATT INSULATION FULL DEPTH,
W/ (2) LAYERS OF 5/8" TYPE 'X' GYP. BD. BOTH SIDES (TO B.O. ROOF
DECK) U.N.O. PROVIDE SOUND RATED SEALANT AT ALL JOINTS AND
PENETRATIONS.
FLOOR PLAN KEYNOTES: #
1 . GAS METER PER PLUMBING PLANS.
2. ELECTRICAL METER AND SERVICE ENTRANCE PER ELECTRICAL
PLANS.
3. EXTERIOR BUILDING WALL PER WALL TYPES. REFERENCE BUILDING
ELEVATIONS FOR EXTERIOR FINISH.
4. METAL TRELLIS/CANOPY ABOVE.
5. EXTERIOR GRADE DOOR AND FRAME ASSEMBLY. REFERENCE
DOOR SCHEDULE, DETAIL SHEETS FOR MORE INFORMATION. MAX.
5-1 /2" STEP.
6. STOREFRONT DOOR / WINDOW ASSEMBLY. REFERENCE DOOR
AND WINDOW SCHEDULE FOR MORE INFORMATION.
7. HSS COLUMN PER STRUCTURAL PLANS, TYP. OF (4).
8. WOOD POST PER STRUCTURAL PLANS, TYP OF (6).
9. FURR OUT FRAME WALL TO MATCH FURR OUT AT ADJACENT CMU
WALL.
1 0. ROOF DRAIN AND OVERFLOW DOWN THROUGH WALL. CONNECT
TO STORM DRAIN PER CIVIL PLANS. (ALTERNATE: PROVIDE COW'S
TONGUE NOZZLE AT EXTERIOR FACE. VERIFY
W/OWNER/ARCHITECT). REFER TO BUILDING ELEVATIONS, DETAIL
SHEETS, PLUMBING PLANS.
1 1 . SERVICE SINK PER PLUMBING PLAN.
1 2. WALL HUNG WATER HEATER PER PLUMBING PLANS.
1 3. ROOF LADDER AND HATCH ABOVE. SEE RCP / DETAILS FOR
ADDITIONAL INFORMATION.
1 4. STAINLESS STEEL RECESSED FIRE EXTINGUISHER CABINET TO FIT
2A:1 0B:C FIRE EXTINGUISHER. VERIFY REQUIREMENTS WITH FIRE
MARSHAL PRIOR TO ROUGH-IN AND INSTALLATION.
1 5. HI-LO WATER FOUNTAIN WITH BOTTLE FILLER. REFERENCE
PLUMBING PLANS FOR MORE INFORMATION.
1 6. MILLWORK. REFERENCE ENLARGED PLAN FOR MORE
INFORMATION.
1 7. INTERIOR DOOR PER DOOR SCHEDULE, TYP.
1 8. VINYL DOOR PER DOOR SCHEDULE.
1 9. STEP DOWN IN FLOOR ELEVATION FROM BUSINESS AND
MECHANICAL AREAS TO TUNNEL.
20. PROVIDE AIR BARRIER AT WALL WHERE ADJACENT TO
CONDITIONED INTERIOR SPACES, TYP. EXTEND TO B.O.ROOF
DECK.
21 . STACKED WASHER / DRYER UNIT AS SELECTED BY OWNER.
22. CAR WASH EQUIPMENT SHOWN FOR REFERENCE ONLY.
REFERENCE CAR WASH EQUIPMENT, MECH., PLUMB., AND ELEC.
PLANS FOR MORE INFORMATION.
23. CAR WASH TUNNEL CONVEYOR AND TRENCH BY GC.
COORDINATE ALL REQUIREMENTS WITH CARWASH EQUIPMENT
PLANS / STRUCTURAL DETAILS.
24. OPENING IN CMU WALL FOR CAR WASH EQUIPMENT, TYP. OF (3).
REFERENCE BUILDING SECTIONS, CAR WASH PLANS FOR MORE
INFORMATION.
25. FLOOR SLAB CONTROL JOINT. REFERENCE STRUCTURAL PLANS
FOR MORE INFORMATION.
26. MASONRY CONTROL JOINT PER STRUCTURAL PLANS.
27. MOTOR CONTROL CENTER. REF. CAR WAS EQUIPMENT,
ELECTRICAL PLANS FOR MORE INFORMATION.
28. TUNNEL CONTROL CENTER. REF. CAR WASH EQUIPMENT,
ELECTRICAL PLANS FOR MORE INFORMATION.
29. ELECTRICAL PANEL. REFERENCE ELECTRICAL PLANS FOR MORE
INFORMATION.
30. LIGHTING CONTROL PANEL PER STRUCTURAL PLANS.
31 . FLOOR DRAIN PER PLUMBING PLAN. VERIFY EXACT LOCATION
WITH EQUIPMENT PLAN / INSTALLER PRIOR TO ROUGH-IN. SLOPE
CONCRETE FLOOR TO DRAIN AT 2% IN ALL DIRECTIONS.
32. POURED AND FORMED TRENCH DRAIN, 8" CLEAR INSIDE
DIMENSION, WITH GALVANIZED EMBEDS BY GC. FIBERGLASS GRATE
PROVIDED BY OWNER AND INSTALLED BY GC. TRENCH DRAIN TO
RUN FULL EXTENT OF ROOM, CENTERED AND SLOPED 1 /8":1 2" TO
PREVENT POOLING. REFERENCE PLUMBING PLANS AND CAR WASH
EQUIPMENT SHOP DRAWINGS FOR MORE INFORMATION.
33. WATER RECLAIM TANKS, TYP. OF (3). SHOWN FOR REFERENCE
ONLY. REFERENCE CIVIL AND PLUMBING PLANS, CAR WASH
EQUIPMENT SHOP DRAWINGS FOR MORE INFORMATION.
34. OIL-WATER SEPARATOR. SHOWN FOR REFERENCE ONLY.
REFERENCE CIVIL AND PLUMBING PLANS, CAR WASH EQUIPMENT
SHOP DRAWINGS FOR MORE INFORMATION.
35. WATER METER AND REDUCED PRESSURE BACK-FLOW PREVENTION
DEVICE(S) PER PLUMBING PLANS.
36. CAR WASH WATER HEATER, TYP. OF (2), PER
PLUMBING/MECHANICAL PLANS.
37. ICE MELT BOILER AND EXPANSION TANK PER PLUMBING,
MECHANICAL PLANS.
38. ROLL-UP OVERHEAD VINYL DOOR PER DOOR SCHEDULE.
39. POLYCARBONATE GLAZED ALUMINUM AIR-LIFT OVERHEAD DOOR
PER DOOR SCHEDULE.
40. LANDSCAPE IRRIGATION CONTROL PANEL. REFERENCE
ELECTRICAL PLANS.
41 . RECESSED DOOR SILL FLUSH TO CONCRETE SLAB AT BUSINESS
AREA ONLY. REFERENCE DETAIL 1 5/A9.2.
FLOOR PLAN A2.1
SCALE: 3/1 6" = 1 '-0"
NORTH
Project
Date
Scale
Sheet
21 1 03
1 0.06.21
Noted
Revisions
pricing
only
not for
construction
Expires 05.31.22
71 1 East 9th Street
Tucson, Arizona 85719
520.903.2323 phone
www.a23studios.com
NOTE:
THESE DOCUMENTS ESTABLISH THE GENERAL
STANDARDS OF QUALITY AND DETAIL FOR
DEVELOPING A NEGOTIATED CONSTRUCTION
CONTRACT.
Mister Car Wash ID 1 509
MILANO-1 30.C1
4891 N. Cortona Way
Meridan, ID 83646
ARCHITECTURAL FLOOR PLAN
12/16/21
A-2021-0219
2
1 0
22-C 38
38 22-C
1 -A
4-B
38 22-C
38 22-C
21 27-B
5
TYP.
4
TYP.
4
TYP.
9
TYP.
9
TYP.
TYP.
1 5
30
2'-8"
2'-8"
8'-0" 1 1 6'-0" 8'-0"
46'-8"
2'-1 1 1 /2"
4'-5 1 /2"
2
3 1 /2"
23
TYP.
T.O.STEM WALL
1 00'-8"
1 /8":1 2"
6/A9.6
21 22-D
1 9
1 /8":1 2" 1 /8":1 2"
23
TYP.
21
1 1 -F 21
8/A9.6
20/A9.6
1 /8":1 2" 1 /8":1 2"
9'-1 " 9'-4 1 /2"
4'-5 1 /2" 4'-7 1 /2"
36 30-C
4'-0" 1 22'-3" 4'-0"
1 '-0"
7" 3'-5"
4'-0"
1 '-0"
7" 3'-5"
4'-0"
1 30'-6"
1 8/A9.6
21 22-B
97'-0"
4'-0"
2'-0"
7/A9.6
7/A9.6
2'-6"
9'-1 0" 20'-0" 1 0'-1 0 1 /2" 4'-0" 23'-5 1 /2"
3'-0"
6"
1 4'-0" 37'-2"
5'-0"
2'-0"
PERIMETER F.F.E.
99'-1 0"
8
6 21 21 -C
21 1 8-B
1 7'-2"
1 3-A 21
1 /8":1 2"
21 22-Q
1 8-C
21 1 0-A
30-G
5
5 5 5
21
3'-4"
4-B
1 5'-0"
4'-0"
20
21 22-C
1 3
27
37
37
1 0 1 /2"
39
T.O.STEM WALL
1 00'-8"
T.O.STEM WALL
1 01 '-6"
2'-6"
1 0"
1 5/A9.2
1 0 1 /2"
1%
SLOPE
40
T.O.SLAB
1 00'-1 "
28
TYP.
26
34
25
TYP.
35
34
29
26
T.O.STEM WALL
1 00'-8"
21
31
27
22
32
SLOPE
29
33
2'-4"
7'-1 "
5'-1 0"
2'-6"
5'-1 0"
6"
ARCHITECTURAL SLAB PLAN - KEYNOTES: #
1 . EXTENT OF WALL ASSEMBLY PER FLOOR PLAN. SHOWN FRO REFERENCE.
2. STEEL COLUMN PER STRUCTURAL PLANS.
3. WOOD POST PER STRUCTURAL PLANS.
4. 6" CONCRETE SLAB OVER 4" A.B.C. GRAVEL LAYER. REFERENCE FINISH PLAN,
STRUCTURAL PLANS FOR MORE INFORMATION.
5. SLAB CONTROL JOINT DETAIL PER STRUCTURAL PLAN. CONFIRM ALL FINAL
CONTROL JOINT LOCATIONS WITH OWNER PRIOR TO SAWCUT
6. RAISED SLAB. VERIFY DIMENSIONS WITH OWNER AND CAR WASH EQUIPMENT
PLANS / INSTALLER PRIOR TO ROUGH-IN.
7. RAISED SLAB AT MOTOR CONTROL CENTER, TUNNEL CONTROL CENTER. GC
TO COORDINATE ALL REQUIRED PENETRATIONS. VERIFY DIMENSIONS WITH
OWNER AND CAR WASH EQUIPMENT PLANS / INSTALLER PRIOR TO ROUGH-IN.
8. THIS AREA TO BE CAST FLAT. VERIFY DIMENSIONS WITH OWNER AND CAR
WASH EQUIPMENT PLANS / INSTALLER PRIOR TO ROUGH-IN.
9. CONCRETE STEM WALL. REFERENCE STRUCTURAL PLANS FOR MORE
INFORMATION.
1 0. ROOF DRAIN THROUGH FLOOR SLAB AND FOUNDATION. TIE INTO SIDEWALK
SCUPPER OR SITE STORM DRAIN WHERE OCCURS. REFERENCE CIVIL,
STRUCTURAL, AND PLUMBING PLANS FOR MORE INFORMATION.
1 1 . POURED AND FORMED TRENCH DRAIN, 8" CLEAR INSIDE DIMENSION, WITH
GALVANIZED EMBEDS BY GC., FIBERGLASS GRATE PROVIDED BY OWNER, AND
INSTALLED BY GC. TRENCH DRAIN TO RUN FULL EXTENT OF ROOM,
CENTERED AND SLOPED 1 /8":1 2" TO PREVENT POOLING. REFERENCE
PLUMBING PLANS AND CAR WASH EQUIPMENT SHOP DRAWINGS FOR MORE
INFORMATION.
1 2. SLAB PENETRATIONS AT OFFICE AREA NOT SHOWN. REFERENCE FLOOR,
PLUMBING, AND ELECTRICAL PLANS FOR MORE INFORMATION. PLUMBING
AND ELECTRICAL PENETRATIONS.
1 3. PROVIDE (1 ) 1 " PVC FROM SERVER ROOM TO TUNNEL CONTROLLER, (6) 1 " PVC
TO POS ISLANDS. VERIFY EXACT LOCATION IN FIELD WITH OWNER PRIOR TO
ROUGH-IN AND INSTALLATION.
1 4. TRENCH DRAIN. REFERENCE PLUMBING PLANS FOR MORE INFORMATION.
1 5. TIE PIT FOUNDATION TO BUILDING FOUNDATION PER STRUCTURAL PLANS.
1 6. CAR WASH RECLAIM / TRASH WATER PIT. REFERENCE CAR WASH SHOP
DRAWINGS, PLUMBING PLANS FOR MORE INFORMATION.
1 7. CAR WASH TUNNEL CONVEYOR TRENCH PER CAR WASH PLANS.
1 8. DASHED LINE INDICATES EDGE OF PIT BELOW SLAB FOUNDATION.
REFERENCE STRUCTURAL PLANS, CAR WASH SHOP DRAWINGS FOR MORE
INFORMATION.
1 9. TIE CONVEYOR TRENCH FOUNDATION INTO BUILDING FOUNDATION.
REFERENCE STRUCTURAL PLANS FOR MORE INFORMATION.
20. CENTERLINE OF CARWASH TUNNEL.
21 . CAR WASH EQUIPMENT PENETRATION THROUGH SLAB. REFERENCE CAR
WASH EQUIPMENT SCHEDULE AND REFERENCE PLAN, AND CAR WASH SHOP
DRAWINGS FOR MORE INFORMATION.
22. DRIVEWAY TO SLOPE TOWARDS TUNNEL ENTRANCE. REFERENCE CIVIL
PLANS, CAR WASH DRAWINGS FOR MORE INFORMATION.
23. FLOOR DRAIN PER PLUMBING PLANS, CAR WASH EQUIPMENT PLANS FOR MORE
INFORMATION.
24. NOT USED.
25. CONTINUOUS PERIMETER RIGID INSULATION, R-1 0 MIN., WITH PROTECTION
BOARD, TO EXTEND 2'-0" MIN. BELOW F.F.E.. TAPER TOP CORNER WHERE
ADJACENT TO CONCRETE HARDSCAPE.
26. CONTINUOUS RIGID INSULATION, R-1 0 MIN., AT INTERIOR SIDE OF
CONDITIONED OFFICE SPACE. EXTEND 2'-0" MIN. BELOW F.F.E.. EXTEND 2'-0"
MIN. BEYOND PERPENDICULAR WALL JOINT. TAPER TOP CORNER AT FLOOR
SLAB.
27. PERIMETER INSULATION TO WRAP BELOW CAR WASH CORRELATOR PIT
FOUNDATION 2'-0" MIN.
28. NOT USED.
29. EXTENT OF HEATED CONCRETE SLAB OVER R5 RIGID INSULATION OVER ABC..
REFERENCE PLUMBING PLANS FOR MORE INFORMATION.
30. FLOOR SINK PER SNOW MELT BOILER EQUIPMENT REQUIREMENTS. VERIFY
EXACT LOCATION IN FIELD WITH EQUIPMENT LAYOUT. REFERENCE
PLUMBING PLANS FOR MORE INFORMATION.
31 . SNOW MELT WATER SUPPLY AND RETURN LINES THROUGH SLAB. VERIFY
EXACT LOCATION WITH SNOWMELT EQUIPMENT REQUIREMENTS AND
LAYOUT. REFERENCE PLUMBING PLANS FOR MORE INFORMATION.
32. DIMENSIONS TAKEN FROM INSIDE EDGE OF TRENCH PIT.
33. CAR WASH CORRELATOR PIT. SLOPE TO DRAIN AT TUNNEL TRENCH PIT.
PREFERENCE STRUCTURAL PLAN, CAR WASH EQUIPMENT SHOP DRAWING FOR
MORE INFORMATION.
34. FROST PROTECTED STOOPS. REFER TO STRUCTURAL DETAILS FOR MORE
INFORMATION.
35. (2) 2" PVC FROM DEMARCATION BOARD TO COMMUNICATION UTILITY
PROVIDER. REFERENCE ELECTRICAL PLANS FOR MORE INFORMATION.
36. WAIT-GO SIGN, VERIFY EXACT LOCATION IN FIELD WITH OWNER PRIOR TO
ROUGH-IN AND INSTALLATION.
37. CHASEWAY FOR PHOTO-EYES. VERIFY EXACT LOCATION IN FIELD WITH
OWNER PRIOR TO ROUGH-IN AND INSTALLATION.
38. CAR WASH EQUIPMENT PENETRATION THROUGH STEM WALL. REFERENCE
CAR WASH EQUIPMENT SCHEDULE AND REFERENCE PLAN, AND CAR WASH
SHOP DRAWINGS FOR MORE INFORMATION. VERIFY EXACT LOCATION IN
FIELD WITH OWNER PRIOR TO ROUGH-IN INSTALLATION.
39. STEM WALL HEIGHT TRANSITION.
40. 6" CONCRETE SLAB OVER VAPOR BARRIER OVER 4" A.B.C. GRAVEL LAYER ONLY
IN OFFICE AREA. REFERENCE STRUCTURAL PLANS FOR MORE INFORMATION.
ARCHITECTURAL SLAB PLAN - GENERAL
NOTES:
A. GENERAL CONTRACTOR TO VERIFY ALL OVERALL DIMENSIONS IN FIELD.
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF
CONSTRUCTION.
B. ALL DIMENSIONS ARE TO EXTERIOR FACE OF SLAB, STEM WALL OR GRID LINES
WHERE INDICATED.
C. ALL DIMENSIONS AND CALLOUTS FOR CAR WASH TRENCH, RAISED SLAB
AREAS, AND EQUIPMENT PENETRATIONS ARE SHOWN FOR REFERENCE ONLY.
GENERAL CONTRACTOR MUST VERIFY LOCATION IN FIELD WITH CAR WASH
PLANS, CAR WASH MANUFACTURER, AND OWNER'S REPRESENTATIVE PRIOR
TO BEGINNING WORK.
D. GENERAL CONTRACTOR TO COORDINATE THE LOCATIONS OF ALL PLUMBING
AND ELECTRICAL PENETRATIONS THROUGH SLAB AND PROVIDE STUBS-UPS
AS REQUIRED PRIOR TO POURING SLAB. REFERENCE PLUMBING AND
ELECTRICAL PLANS FOR MORE INFORMATION.
E. REFER TO STRUCTURAL PLANS, GEOTECH REPORT FOR MORE DETAILED
INFORMATION.
F. REFERENCE ARCHITECTURAL SITE PLAN, CIVIL DEVELOPMENT PLANS FOR
MORE INFORMATION.
G. REFERENCE EQUIPMENT PLANS, SCHEDULE, AND CAR WASH SHOP DRAWINGS
FOR MORE INFORMATION.
A. THE WORD 'ARCHITECT' AS USED IN THESE DOCUMENTS REFERS
TO THE BUILDING ARCHITECT, A23 STUDIOS.
B. THE WORD 'ALIGN' AS USED IN THESE DOCUMENTS SUPERCEDES
ANY DIMENSIONAL INFORMATION INDICATED. IF DISCREPANCIES
OCCUR, NOTIFY ARCHITECT IMMEDIATELY.
C. THE WORD 'PROVIDE' AS USED IN THESE DOCUMENTS MEANS
FURNISH AND INSTALL.
D. THE WORD 'CLEAR' AS USED IN THESE DOCUMENTS SHALL MEAN
THAT THE CONDITION IS NOT ADJUSTABLE WITHOUT THE
APPROVAL OF THE ARCHITECT. CLEAR DIMENSIONS ARE
TYPICALLY TO FINISH FACE OF MAJOR SURFACE. COORDINATE
REQUIREMENTS FOR BASE BOARD OR OTHER PROTRUSIONS WITH
ARCHITECT.
E. THE WORD 'MAXIMUM' AS USED IN THESE DOCUMENTS SHALL
MEAN THE CONDITION IS SLIGHTLY ADJUSTABLE BUT MAY NOT
VARY TO A DIMENSION OR QUANTITY GREATER THAN THAT
SHOWN WITHOUT APPROVAL OF THE ARCHITECT.
F. THE WORD 'MINIMUM' AS USED IN THESE DOCUMENTS SHALL
MEAN THE CONDITION IS SLIGHTLY ADJUSTABLE BUT MAY NOT
VARY TO A DIMENSION OR QUANTITY LESS THAN THAT SHOWN
WITHOUT APPROVAL OF THE ARCHITECT.
G. THE WORD 'TYPICAL' AS USED IN THESE DOCUMENTS SHALL MEAN
THE CONDITION OR DIMENSION IS THE SAME OR
REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.
H. THE SYMBOL'±' AS USED IN THESE DOCUMENTS SHALL MEAN THE
DIMENSION OR QUANTITY IS ADJUSTABLE TO ACCOMMODATE
ACTUAL CONDITIONS. IF ACTUAL DIMENSION VARIES BY MORE
THAN 1 " FROM DIMENSION NOTED AS '±', INFORM ARCHITECT
BEFORE PROCEEDING.
I. G.C. TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON
THE DRAWINGS AT THE JOB SITE AND NOTIFY ARCHITECT OF ANY
OMISSIONS, DISCREPANCIES, AND/OR CONFLICTS BEFORE
PROCEEDING WITH THE WORK.
J. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE
DETAILS GOVERN OVER SMALL SCALE.
K. G.C. TO SUBMIT ALL SUBCONTRACTOR SHOP DRAWINGS AND
SUBMITTALS TO ARCHITECT FOR APPROVAL BEFORE FABRICATION
OR INSTALLATION OF ANY ITEMS. REQUIRED SHOP DRAWING
SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, MILLWORK,
H.V.A.C., PLUMBING, ELECTRICAL, GLASS AND GLAZING, ALL ITEMS
ON FINISH LEGEND, DOOR HARDWARE, 2'x2' WALL FINISH SAMPLE,
PAINTING AND WALL COVERING. DRAWINGS SHALL NOT BE
REPRODUCED FOR SUBMITTALS UNLESS PRIOR WRITTEN
PERMISSION HAS BEEN OBTAINED FROM THE ARCHITECT AND/OR
OWNER. DRAWINGS OR PORTIONS OF DRAWINGS USED FOR
SUBMITTALS WILL BE REJECTED AND RETURNED TO THE G.C.
L. U.N.O. G.C. TO VERIFY ALL EXISTING SHELL PARTITIONS AND
INSTALL INSULATION AND 5 /8" GYP. BD. WHERE NEEDED FOR
FINISH OUT.
M. U.N.O. PARTITIONS ARE DIMENSIONED TO FACE OF FINISH.
N. REFER TO DOOR SCHEDULE FOR TYPES AND HARDWARE
INFORMATION.
O. U.N.O. EDGE OF DOOR TO BE LOCATED 5" OFF PERPENDICULAR
PTN. PROVIDE BACK TO BACK OR NESTED 20-GAUGE STUDS AT
BOTH SIDES OF ALL NEW JAMB LOCATIONS.
P. ALL BLOCKING TO COMPLY WITH APPLICABLE BUILDING AND FIRE
CODE REQUIREMENTS. PROVIDE BLOCKING IN PARTITIONS AS
REQUIRED TO SECURE CABINETS, MARKER BOARDS, ETC. TO
PARTITIONS.
Q. ALL MATERIALS AND COMPONENTS OF FIRE-RATED ASSEMBLIES
SHALL BE APPROVED BY U.L. OR OTHER RECOGNIZED STANDARD
FOR USE IN SUCH ASSEMBLIES.
R. PATCH ALL WALLS, PARTITIONS, COLUMNS, CONCRETE FLOORS,
ETC. AS REQUIRED TO RECEIVE NEW FINISH.
S. G.C. TO COORDINATE AND INSTALL ALL APPLIANCES AS SHOWN
IN DOCUMENTS. COORDINATE LOCATION,SIZE AND ALL
REQUIRED PLUMBING AND ELECTRICAL CONNECTIONS.
T. U.N.O. INSTALL CEMENT BACKER BOARD AT ALL WET WALLS,
INCLUDING BUT NOT LIMITED TO RESTROOM AND SINK
LOCATIONS.
U. REFER TO ENGINEERING DOCUMENTS FOR ADDITIONAL
INFORMATION.
V. INTERIOR WALLS ARE TO BE 3 1 /2" WOOD OR 3 5/ 8" METAL STUDS
WITH 5/ 8" THICK FIRE RATED GYPSUM BOARD. FOR WALL FINISH
SEE INTERIOR FINISH SCHEDULE. (DIMENSIONS ON PLAN ARE
NOMINAL.)
W. LAYOUT AS DIMENSIONED ONLY, DO NOT SCALE DRAWING.
FLOOR PLAN GENERAL NOTES:
ARCHITECTURAL SLAB PLAN A2.0
SCALE: 3/1 6" = 1 '-0"
NORTH
Project
Date
Scale
Sheet
21 1 03
1 0.06.21
Noted
Revisions
pricing
only
not for
construction
Expires 05.31.22
71 1 East 9th Street
Tucson, Arizona 85719
520.903.2323 phone
www.a23studios.com
NOTE:
THESE DOCUMENTS ESTABLISH THE GENERAL
STANDARDS OF QUALITY AND DETAIL FOR
DEVELOPING A NEGOTIATED CONSTRUCTION
CONTRACT.
Mister Car Wash ID 1 509
MILANO-1 30.C1
4891 N. Cortona Way
Meridan, ID 83646
ARCHITECTURAL SLAB PLAN
12/16/21
A-2021-0219
Occ Groups
N/A
A
B
Special Uses and Occupancy
Conditions Applicable
Separated Uses
Mixed Occupancy
Fire Area
Occupancy Type of
Classification
Entire Building Perimeter (P)
Building Perimeter Public Way (F)
Area Increase for Sprinklers (Is)
Area Increase for Frontage (If)
Tabular Area per Floor (At)
Allowable Area per Floor (Aa)
Area Modifications (IBC 506)-
NOTES
Allowable Area (Aa)
Minimum Width of Public Way (W)
(Provide additional calculations for each building or separated use)
Construction
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
THIS PROJECT ONLY - TYPE B OCCUPANCY
Occupant Load and Exiting
N
EXISTING EXISTING
Plumbing Fixture Calculations
Actual Allowable Actual
35'-0" MAX
1 STORY
40'-0"
2 STORY
Minimum Plumbing Facility (See table 2902.1 )
THIS PROJECT ONLY- TYPE B OCCUPANCY
Not Applicable
Service Sink - 1 required, 1 provided
WC - 1 per sex required, 1 per sex provided
Lavs - 1 per sex required, 1 per sex provided
Drinking Fountain - 1 required, 1 hi-lo provided
Exit Signs = provided and lighted
THIS PROJECT ONLY - TYPE B OCCUPANCY
Panic Hardware = N/A
Corridor Protection = N/A
Number of Exits and exit widths required: 1 EXIT required, 24 occ. x 0.20 = 4.8" width; 2 EXIT provided, 102" width
Occupant Loads (See tables 1004.1.1; 1005.1; 1015.1 & 1016.1)
Occupant Load Calcs.:
TOTAL OCCUPANT LOAD :
GENERAL CONSTRUCTION NOTES
1 . ALL CONSTRUCTION SHALL CONFORM TO THE APPROPRIATE CITY, COUNTY
AND STATE CODES. CONFORM TO ALL STATE AND FEDERAL OSHA
REQUIREMENTS. REQUIRE ALL SUBCONTRACTORS TO COMPLY WITH THESE
REQUIREMENTS.
2. CONTRACTOR SHALL VISIT THE SITE, VERIFY ALL CONDITIONS AND BRING ANY
DISCREPANCIES FROM THE DRAWINGS TO THE ARCHITECTS ATTENTION PRIOR
TO BIDDING/CONSTRUCTION.
3. CONTRACTOR SHALL SCHEDULE AND COORDINATE WORK, VERIFY DELIVERY
DATES FOR ANY LONG LEAD ITEMS & MATERIALS TO ENSURE THEIR
INSTALLATION IN THEIR PROPER SEQUENCE OF THE JOB.
4. PROVIDE TWO YEARS GUARANTEE FOR MATERIALS AND WORKMANSHIP.
5. ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD. ANY DISCREPANCIES ARE
TO BE BROUGHT TO THE ARCHITECTS ATTENTION. DO NOT SCALE DRAWINGS.
6. ALL DIMENSIONS FOR INTERIOR WALLS USUALLY ARE TO FACE OF STUD UNLESS
OTHERWISE NOTED.
7. DETAILS ARE USUALLY KEYED ONCE ON THE PLANS OR ELEVATIONS AND ARE
TYPICAL FOR SIMILAR CONDITIONS THROUGHOUT UNLESS OTHERWISE NOTED.
8. CONTRACTOR SHALL CLEAN UP AREAS AFFECTED BY DAILY WORK AS WELL AS
REMOVE DEBRIS AND AND MATERIALS COMPLETELY FROM SITE UPON
COMPLETION OF WORK. MAINTAIN A CLEAN AND ORDERLY WORK AREA AT ALL
TIMES.
9. CARE SHOULD BE TAKEN TO PROTECT AND PRESERVE ANY EXISTING TREES AND
SHRUBS THAT ARE ON SITE.
1 0. ALL DRYWALL SURFACES TO RECEIVE TAPE, TEXTURE AND PAINT.
1 1 . DO NOT USE PAINTS, PRIMERS, SEALERS OR GLUES THAT EMIT FLAMMABLE,
TOXIC OR NOXIOUS FUMES. EACH TRADE SHALL BE RESPONSIBLE TO VERIFY
THE MATERIALS TO BE USED AND COMPLY WITH THE MANUFACTURER'S
WRITTEN INSTRUCTION FOR THEIR USE AND/OR INDUSTRIAL ASSOCITION
STANDARDS.
1 2. FRAMING CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS FOR
BACKING AND/OR BLOCKING REQUIRED FOR MOUNTING MILLWORK, SPECIAL
EQUIPMENT AND OTHER ITEMS.
1 3. CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONSTRUCTION DAMAGED
BY THIS WORK AND AS REQUIRED TO MATCH EXISTING UNDAMAGED FINISHES.
1 4. CONTRACTOR SHALL INCLUDE KEYING OF LOCKS ON NEW DOORS AND
PROVIDE TWO SETS OF KEYS PER NEW LOCK. VERIFY ALL REQUIREMENTS WITH
OWNER/TENANT.
1 5. IF APPLIES, APPLY SOIL STERILIZER TO THE LIMITS OF THE PAVED AREA. TAKE
CARE NOT TO CONTAMINATE AREAS DEFINED AS PLANTERS.
1 6. IF APPLIES, PROVIDE SOILS REPORT BY A STATE LICENSED GEOTECHNICAL
ENGINEER FOR THE FILL PLACEMENT UNDER SLAB.
5,381 S.F.
1 . EXTERIOR SIGNAGE
SEPARATE PERMITS
OWNER /DEVELOPER
MISTER CAR WASH
222 EAST 5TH ST
TUCSON, AZ 85705
P 520 907.81 30
CONTACT: DAVE HAIL
ARCHITECT
A23 STUDIOS
71 1 EAST 9TH STREET
TUCSON, AZ 8571 9
P 520 903.2323
CONTACT: BURAK BEKAT
MECHANICAL/ PLUMBING/ ELECTRICAL
MSA ENGINEERING CONSULTANTS
7878 N 1 6TH ST, STE 1 40
PHOENIX, AZ 85020
P 602 943.8424
CONTACT: JUSTIN DAGERMAN
CIVIL ENGINEER
THE LAND GROUP
P 208.939.4041
CONTACT: JASON DENSMER
STRUCTURAL
GRENIER ENGINEERING, INC.
5524 E 4TH ST
TUCSON, AZ 8571 1
P 520 326.7082
CONTACT: DAVID GLUCK
--
Office/Admin. = 9; Work area/Mechanical = 4; Tunnel =11
24 OCC.
5390
Jonestown
Road
ARCHITECT:
-
DATE:
2015
CODE ANALYSIS DATA
Edition Local Amendments
A23 STUDIOS
-
-
-
-
-
2015
2015
2015
2015
2015
--
2015 -
JOB ADDRESS:
IBC
Code
Building Code
SIGNATURE:
IMC
NEC
IPC
IFC
IECC
Mechanical Code
Energy Conservation Code
Zoning Code
Fire Prevention Code
Plumbing Code
Electrical Code
Accessibility Code IBC / ANSI A117.1
CITY OF LOS HARRISBURG
TO FACILITATE PLAN REVIEW, ATTACH COMPLETED COPY TO APPLICATION/DRAWINGS
Summary of Governing Regulations
Title
5390 JONESTOWN ROAD
TITLE 17
International Fuel Gas Code IFGC 2015
Int. Existing Building Code IEBC 2015
09.20.2021
CODE REVIEW CHECKLIST
-
-
-
Project
Date
Scale
Sheet
21 1 03
1 0.06.21
Noted
Revisions
pricing
only
not for
construction
Expires 05.31.22
71 1 East 9th Street
Tucson, Arizona 8571 9
520.903.2323 phone
www.a23studios.com
NOTE:
THESE DOCUMENTS ESTABLISH THE GENERAL
STANDARDS OF QUALITY AND DETAIL FOR
DEVELOPING A NEGOTIATED CONSTRUCTION
CONTRACT.
Mister Car Wash ID 1 509
MILANO-1 30.C1
4891 N. Cortona Way
Meridan, ID 83646
A1 .0
LOCATION MAP,CODE REVIEW,
GENERAL NOTES
MISTER CAR WASH
DRIVE-THRU CAR WASH
4891 N Cortona Way,
Meridian, ID 83646
ID1 509 MILANO
A1 .0 LOCATION MAP, CODE REVIEW, LIFE SAFETY
MAP, GENERAL NOTES & SHEET INDEX
A1 .1 SITE PLAN
AC1 .0 POS ISLANDS AND CANOPY PLANS AND
DETAILS
AH1 .0 ATTENDANT SHELTER PLANS AND DETAILS
AH1 .1 ATTENDANT SHELTER DOOR AND WINDOW
SCHEDULES
AV1 .0 VACUUM EQUIPMENT ENCLOSURE PLANS AND
DETAILS
ADV1 .0 DUMPSTER AND VACUUM EQUIPMENT
ENCLOSURE PLANS AND DETAILS
A2.0 ARCHITECTURAL SLAB PLAN
A2.1 ARCHITECTURAL FLOOR PLAN
A3.0 REFLECTED CEILING PLAN
A4.0 ROOF PLAN
A5.0 BUILDING ELEVATIONS
A5.1 BUILDING ELEVATIONS
A6.0 BUILDING SECTIONS
A6.1 BUILDING SECTIONS
A6.2 BUILDING SECTIONS
A6.3 BUILDING SECTIONS
A6.4 BUILDING SECTIONS
A6.5 BUILDING SECTIONS
A6.6 BUILDING SECTIONS
A6.7 BUILDING SECTIONS
A6.8 BUILDING SECTIONS
A6.9 BUILDING SECTIONS
A7.0 ENLARGED PLANS
A7.1 INTERIOR ELEVATIONS
A7.2 TUNNEL DOORS INTERIOR ELEVATIONS
A8.0 DOOR AND WINDOW SCHEDULES AND NOTES
A8.1 MATERIAL FINISH KEY, ROOM FINISH SCHEDULE
& PLANS
A9.1 ARCHITECTURAL DETAILS
A9.2 DOOR AND WINDOW DETAILS
A9.3 ROOF DETAILS
A9.4 CANOPY DETAILS
A9.5 INTERIOR AND MISCELLANEOUS DETAILS
A9.6 CAR WASH EQUIPMENT DETAILS
A1 0.0 SPECIFICATIONS
A1 0.1 SPECIFICATIONS
Q1 .0 CAR WASH EQUIPMENT SCHEDULE
Q1 .1 CAR WASH EQUIPMENT SCHEDULE
Q1 .2 CAR WASH EQUIPMENT SCHEDULE
Q2.0 REFERENCE CAR WASH EQUIPMENT PLAN
Q2.1 REFERENCE CHASE WAY PLAN
Q2.2 REFERENCE CONDUIT PLAN
ALV1 .0 CONTROL WIRING
S1 .0 GENERAL STRUCTURAL NOTES
S1 .1 GENERAL STRUCTURAL NOTES
S1 .2 GENERAL STRUCTURAL NOTES
S1 .3 TYPICAL DETAILS
S1 .4 TYPICAL DETAILS
S1 .5 TYPICAL DETAILS
S1 .6 SNOW DRIFT DIAGRAM
S2.0 FOUNDATION PLAN
S3.0 ROOF FRAMING PLAN
S4.0 FOUNDATION DETAILS
S5.0 FRAMING DETAILS
S5.1 FRAMING DETAILS
SE1 .0 SITE ENCLOSURE DETAILS
SH1 .0 ATTENDANT SHELTER - TYPICAL DETAILS
SH1 .1 ATTENDANT SHELTER - PLANS AND DETAILS
M0.0 MECHANICAL ABBREVIATIONS AND SHEET LISTS
MP1 .0 MECHANICAL & PLUMBING SPECIFICATIONS
M1 .0 MECHANICAL FLOOR PLAN
M2.0 MECHANICAL DIAGRAMS
M2.1 MECHANICAL DIAGRAMS
M2.2 MECHANICAL SCHEDULES
MH1 .0 ATTENDANT SHELTER MECHANICAL
PLAN AND SCHEDULES
P0.0 PLUMBING ABBREVIATIONS AND SHEET LIST
P0.1 PLUMBING SITE PLAN
P1 .0 PLUMBING PLAN - WASTE AND VENT
P2.0 PLUMBING PLAN - DOMESTIC WATER AND GAS
P2.1 ICE MELT PLAN
P2.2 PLUMBING RACEWAY PLAN
P3.1 PLUMBING SCHEDULES
P4.0 PLUMBING ISOMETRICS
P5.0 RECLAIM SYSTEM DIAGRAM
P6.0 CAR WASH EQUIPMENT ELEVATIONS
P7.0 CAR WASH EQUIPMENT ELEVATIONS
PC1 .0 POS CANOPY PLUMBING PLAN
E0.0 ELECTRICAL SYMBOL LIST & SPECIFICATIONS
E1 .0 ELECTRICAL SITE PLAN
E2.0 POWER PLAN
E2.1 CONDUIT PLAN
E2.2 CAR WASH EQUIPMENT CONNECTION PLAN
E3.0 LIGHTING PLAN
E4.0 CAR WASH EQUIPMENT ELEVATIONS
E5.0 SINGLE LINE DIAGRAM & CALCULATIONS
E5.1 PANEL SCHEDULES
E6.0 LIGHTING FIXTURE SCHEDULE & IECC
COMPLIANCE
EH1 .0 ATTENDANT SHELTER ELECTRICAL PLAN
EC1 .0 POS CANOPY ELECTRICAL PLAN
Location Map
NORTH
THIS
PROJECT
W MCMILLAN RD
N TEN MILE RD
CAPITAL BELTWAY
N LINDER RD
N BLACK CAT RD
12/16/21
A-2021-0219