ElevationsFG
S-1
MC-1
D2
AE202
D2
AE202
OWNER PROVIDED
DRIVE-THRU SIGNAGE
B.O. FOOTING
50.75
T.O. WALL
73.29
B.O. FOOTING
52.75
87
MC-1
S-1
STN-1
3' - 0"AE202
D4
B.O. FOOTING
52.75
T.O. WALL
73.29
B.O. FOOTING
50.75
F G
S-1
MC-1
STN-1D2
AE202
D2
AE202
T.O. WALL
73.29
B.O. FOOTING
52.75
8 7
S-1
MC-1
STN-1
D2
AE202
D2
AE202
B.O. FOOTING
52.75
T.O. WALL
73.29
1' - 6"4' - 0"
6"MIN.6"MIN.2' - 6"REFER TO PLAN2' - 0" MIN.PRE-MANUF. BOLLARD
WRAP, (BY OWNER)
JOINT FILLER
W/ SEALANT
CONCRETE
PAVINGCONCRETE
ISLAND, REINF.
W/ #4 @ 18"
O.C., B.W.
STEEL PIPE
BOLLARD (REFER
TO DETAIL FOR
SIZE), FILL W/
CONCRETE
12" DIA.
CONCRETE
FOOTING
REFER TO DETAIL
FG
B2
AE202
AE202
B1
AE202
D2
PREFINISHED METAL COPING
MEMBRANE ROOFING
OVER TAPERED INSULATION
VAT TUBING, BY DIEBOLD
METAL SOFFIT
CONCRETE
ISLAND
VAT TUBING: GENERAL CONTRACTOR TO PROVIDE &
INSTALL CLEAN, FINE, & WASHED FILL SAND, W/ NO
MORE THAN MAX. OF 1/8" AGGREGATE. SAND IS TO
BE FILLED 6" BELOW, 12" ABOVE & 18" ON SIDES OF THE
PNEUMATIC TUBES. SAND IS TO BE HAND FILLED W/
LIBERAL AMOUNTS OF WATER TO PROMOTE LEVELING,
SETTLING & ELIMINATE AIR POCKETS & HAND TAMPED.
(NO MECHANICAL LOADERS OR TAMPING
COMPACTORS ARE TO BE ALLOWED) (ASTM C144-11).
AE202
D3
DECK BEARING
71.29
NOTE: TOP AND BOTTOM ELEVATIONS OF DRIVE-THRU ARE
REFERENCING CIVIL ELEVATIONS. CIVIL ELEVATIONS ARE USED
ON THIS SHEET ONLY. THE REST OF THE CONSTRUCTION
DOCUMENTS REFER TO ARCHITECTURAL ELEVATION OF 100' - 0".
B.O. FOOTING
52.75
B.O. FOOTING
50.75
SOFFIT
67.29
T.O. WALL
73.29
T.O. PIER
55.79
T.O. PIER
56.59
APPROXIMATE
EXISTING GRADE
STRUCTURAL FILL, REFER TO
GEOTECHNICAL REPORT
REMOVE EXISTING NON-ENGINEERED FILL SOILS. REPLACE W/ STRUCTURAL FILL,
REFER TO GEOTECHNICAL REPORT IN SPECIFICATIONS. (GEOTECHNICAL
ENGINEER SHALL OBSERVE THE FOOTING / FOUNDATION / CONCRETE SLAB /
CONCRETE PAVEMENT / EXTERIOR FLATWORK EXCAVATIONS TO IDENTIFY THAT
ALL UNSUITABLE SOILS HAVE BEEN REMOVED AND THAT SUI TABLE SOILS HAVE
BEEN ENCOUNTERED, BEFORE PROCEEDING WITH FOOTING CONSTRUCTION).
PROVIDE NEW STRUCTURAL FILL AS REQUIRED IN THE GEOTECHNICAL REPORT.
8 7
B3
AE202 AE202
B1
DECK BEARING
71.29
SOFFIT
67.29
T.O. WALL
73.29
APPROXIMATE
EXISTING GRADE
REMOVE EXISTING NON-ENGINEERED FILL SOILS. REPLACE W/ STRUCTURAL
FILL, REFER TO GEOTECHNICAL REPORT IN SPECIFICATIONS. (GEOTECHNICAL
ENGINEER SHALL OBSERVE THE FOOTING / FOUNDATION / CONCRETE SLAB /
CONCRETE PAVEMENT / EXTERIOR FLATWORK EXCAVATIONS TO IDENTIFY THAT
ALL UNSUITABLE SOILS HAVE BEEN REMOVED AND THAT SUITABLE SOILS HAVE
BEEN ENCOUNTERED, BEFORE PROCEEDING WITH FOOTING CONSTRUCTION).
PROVIDE NEW STRUCTURAL FILL AS REQUIRED IN THE GEOTECHNICAL REPORT.
STRUCTURAL FILL, REFER TO
GEOTECHNICAL REPORT
T.O. WALL
SEE ELEVATION
DECK BEARING
SEE SECTIONS T.O. BEAM
SEE SECTIONS
7"
SOFFIT
SEE R.C.P.PLYWOOD SHEATHING
PREFINISHED METAL
SOFFIT PANELS
PREFINISHED METAL 'L' TRIM AT REVEAL,
(INSTALL SEALANT AT JOINTS)
WOOD NAILERS
STRUCTURAL CLIP,
REFER TO STRUCTURAL
LIQUID-APPLIED AIR
& WATER BARRIER
3 5/8" STRUCTURAL
STUDS
STEEL BEAM, REFER
TO STRUCTURAL
PLYWOOD SHEATHING
FIBER CEMENT LAP
SIDING, BLIND NAIL
STEEL DECK
MEMBRANE
ROOFING OVER
TAPERED INSULATION
PREFINISHED
METAL FLASHING
AE202
D1
PRE-FINISHED
METAL COPING
4 1/4"1/2"TREATED
PLYWOOD
FASTENER W/
NEOPRENE WASHER
@ 12" O.C.
ROOF MEMBRANE TO
EXTEND UP PARAPET
OVER TOP & FACE OF
SHEATHING
5/8" GYP. SHEATHING
STRUCTURAL STUDS,
REFER TO STRUCTURAL
ROOF MEMBRANE
STRIP OVER TOP &
FACE OF BLDG.
SEAL TO PARAPET
ROOF MEMBRANE
4 1/2"TREATED
WOOD SHIMS
WRAP CAP W/
MEMBRANE
LAG SCREW 32" O.C.
FIBER CEMENT LAP
SIDING, BLIND NAIL
PLYWOOD SHEATHING,
REFER TO STRUCTURAL
LIQUID-APPLIED AIR
& WATER BARRIER
T.O. WALL
REFER TO ELEVATIONS
3' - 0"1' - 6"1' - 6"8 3/4"6"1' - 0"PNEUMATIC
TUBES N.I.C.
12" CLEAN FILL SAND W/ NO MORE
THAN 1/8" AGGREGATE ABOVE
VAT TUBING: GENERAL CONTRACTOR
TO PROVIDE & INSTALL CLEAN, FINE, &
WASHED FILL SAND, W/ NO MORE THAN
MAX. OF 1/8" AGGREGATE. SAND IS TO
BE FILLED 6" BELOW, 12" ABOVE & 18"
ON SIDES OF THE PNEUMATIC TUBES.
SAND IS TO BE HAND FILLED W/ LIBERAL
AMOUNTS OF WATER TO PROMOTE
LEVELING, SETTLING & ELIMINATE AIR
POCKETS & HAND TAMPED. (NO
MECHANICAL LOADERS OR TAMPING
COMPACTORS ARE TO BE ALLOWED)
(ASTM C144-11).
4' - 1 1/4"
ASPHALT PAVING OVER
GRAVEL BASE, REFER TO CIVIL
MEMBRANE
FLASHING (3" LAP)
LIQUID APPLIED
AIR & WATER
BARRIER, CONT.
METAL FLASHING
W/ 6" MIN.
VERTICAL LEG,
SET IN SEALANT
LATICRETE
MORTAR
STONE VENEER
(3/4" TO 1 1/2")
1/4" CONCRETE
BACKER BOARD
LIQUID-APPLIED
AIR & WATER
BARRIER
FIBER CEMENT
LAP SIDING,
BLIND NAIL
SANDERS ASSOCIATES ARCHITECTS
2668 Grant Avenue
Ogden, Utah 84401
Phone: 801.621.7303
www.sandersarch.com
SAA
Sheet Number
Drawing Title
SAA Project No.
Consultant
Seal
RevisionProject Name#
No. Date Description
Issued
54321
54321
A
B
C
D
A
B
C
D
City Approval
AE202
DRIVE-THRU
ELEVATIONS, SECTIONS,
& DETAILS
2020-19MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836463/16" = 1'-0"
A5
DRIVE-THRU NORTH ELEVATION
3/16" = 1'-0"
A3
DRIVE-THRU EAST ELEVATION
3/16" = 1'-0"
A1
DRIVE-THRU SOUTH ELEVATION
3/16" = 1'-0"
B5
DRIVE-THRU WEST ELEVATION
EXTERIOR MATERIAL SCHEDULE
MARK MANUF. PRODUCT COLOR / FINISH
EXTERIOR PAINT
EP-1 SHERWIN
WILLIAMS
EXTERIOR PAINT SW6990 CAVIAR 251-C2,
EGGSHELL
MASONRY
STN-1 DELTA STONE STONE VENEER IVORY WHITE
MECHANICAL SCREEN
MS-1 GEOLAM QUALITA 020C EBONY, END CAPS @ ALL EXPOSED
ENDS
METAL
MC-1 SEE SPEC. 076200 PRE-FINISHED METAL
COPING
SEE SPEC.
METAL PANEL
MP-1 ALPOLIC METAL PANEL SBR BRONZE
SIDING
S-1 FIBER CEMENT LAP
SIDING
CEDAR TEXTURE FINISH, PAINT
SW7026 GRIFFIN
ST-1 FIBER CEMENT LAP
SIDING TRIM
CEDAR TEXTURE FINISH, PAINT
SW7026 GRIFFIN
1/2" = 1'-0"
D3
ISLAND & BOLLARD DETAIL
3/16" = 1'-0"
B3
DRIVE-THRU SECTION
3/16" = 1'-0"
B2
DRIVE-THRU SECTION
1 1/2" = 1'-0"
B1
CANOPY DETAIL
3" = 1'-0"
D1
PARAPET DETAIL
3/4" = 1'-0"
D4
TRENCH DETAIL
3" = 1'-0"
D2
WALL DETAIL
No. Date Description