Elevations_Page_2City Approval
D
DECK BEARIN,
SECTIONS
C
SOFFIT
SEE R.C.P.
B
A
(INSTALL SEALANT AT JOINTS)
CANOPY DETAIL
1 1 /2" = 1'-0"
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 SUITABLE SOILS HAVE
BEEN ENCOUNTERED, BEFORE PROCEEDING WITH FOOTING CONSTRUCTION).
PROVIDE NEW STRUCTURAL FILL AS REQUIRED IN THE GEOTECHNICAL REPORT.
L _ J
DRIVE-THRU SOUTH ELEVATION
3/16" = 1'-0"
B3
A E202
DRIVE-THRU SECTION
3/16" = 1'-0"
FIBER CEMENT
LAP SIDING,
BLIND NAIL
_IQUID APPLIED
qIR & WATER
3ARRIER, CONT.
MEMBRANE
:LASHING (3" LAP)
METAL FLASHING
✓V/ 6'' MIN.
VERTICAL LEG,
3ET IN SEALANT
_ATICRETE
MORTAR
STONE VENEER
3/4'' TO 1 1 /2'')
1 /4'' CONCRETE
3ACKER BOARD
_IQUID-APPLIED
qIR & WATER
3ARRIER
WALL DETAIL
D2
3" = 1'-0"
T.O. WALL
73.29
DECK BEARING
71.29
STEEL PIPE
BOLLARD (REFER
TO DETAIL FOR
SIZE), FILL W/
CONCRETE
CONCRETE
ISLAND, REINF.
W/#4@ 18''
O.C., B.W.
REFER TO DETAIL
3
PRE-MANUF. BOLLARD
WRAP, (BY OWNER)
JOINT FILLER
W/ SEALANT
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CONCRETE
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PAVING
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12'' DIA. I u
L _ J CONCRETE L _ J
FOOTING 6°
4'- 0"
ISLAND & BOLLARD DETAIL
D3
1 /2" = 1'-0"
/B2
G A E202
PREFINISHED TAL COPING
SOFFIT
67.29
VAT TUBING: GENERAL CONTRACTOR TO PROVIDE & I
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/ I
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). I
T.O. PIER
- —56.59 '
IIIII, a IIIII III IIIII IIIII
B.O. FOOTING
50.75
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.
1C-1]
WALL
73.29
S-1
a.v. rvvi iivv� B.O. F(
L — J 52.75 52.75
ROOF MEMBRANE
STRIP OVERTOP &
FACE OF BLDG.
SEAL TO PARAPET
ROOF MEMBRANE �_ I
TREATED L
WOOD SHIMS
'I
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
PARAPET DETAIL
r„
3" = 1'_0„
ASPHALT PAVING OVER
GRAVEL BASE, REFER TO CIVIL
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).
TRENCH DETAIL
3/4" = 1'-0"
VAT TUBING, BY DIEBOLD
METAL SOFFIT
4 PRE -FINISHED
METAL COPING
TREATED
PLYWOOD
T.O. WALL
REFER TO ELEVATIONS
V,
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
1' -6" 83/4" 1'-6"
4'- 1 1 /4'
MEMBRANE ROOFING
OVER TAPERED INSULATION
F,
T.O. WALL
73.29
DECK BEARING
71.29
SOFFIT
67.29
:E20
2
AE202
STRUCTURAL FILL, REFERTO�
GEOTECHNICAL REPORT
CONCRETE I I APPROXIMATE
ISLAND — — — — � EXISTING GRADE—
T.O. PI ER�
55.79
IIII e. IIIII ,IIIII IIIII
B.O. FOOTING
IIIIIIIIIII 52.751III1I -
DRIVE-THRU SECTION
3/16" = 1'-0"
DRIVE-THRU EAST ELEVATION 50.75
3/16" = 1'-0"
B.O. FOOTING J
50.75
PNEUMATIC
TUBES N.I.C.
EXTERIOR MATERIAL SCHEDULE
MARK MANUF. PRODUCT COLOR / FINISH
EXTERIOR PAINT
SHERWIN
EXTERIOR PAINT
SW6990 CAVIAR 251-C2,
EP-1
WILLIAMS
EGGSHELL
MASONRY
STN-1 DELTA STONE STONE VENEER IVORY WHITE
MECHANICAL SCREEN
GEOLAM
QUALITA 020C
EBONY, END CAPS @ ALL EXPOSED
MS 1
ENDS
METAL
SEE SPEC. 076200
PRE -FINISHED METAL
SEE SPEC.
MC-1
COPING
METAL PANEL
MP-1 ALPOLIC METAL PANEL SBR BRONZE
SIDING
FIBER CEMENT LAP
CEDAR TEXTURE FINISH, PAINT
S 1
SIDING
SW7026 GRIFFIN
FIBER CEMENT LAP
CEDAR TEXTURE FINISH, PAINT
ST-1
SIDING TRIM
SW7026 GRIFFIN
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''
D
C
L J b.�. IIN�2_ J
z — 52.75 — B
DRIVE-THRU NORTH ELEVATION
3/16" = 1'-0"
4
DRIVE-THRU WEST ELEVATION
3/16" = 1'-0"
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73.29
A
Consultant
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Issued
No. Date Description
Revision
No. Date Description
SAA Project No. 2020-19
Drawing Title
DRIVE-THRU
ELEVATIONS, SECTIONS,
& DETAILS
Sheet Number
AE202
3