Trash Enclosure3 1/2"4"PRE-FINISHED METAL COPING
8" CMU
STONE
VENEER
(3/4" - 1 1/2")
2X WOOD PLATE W/
PLYWOOD CAP, SLOPE
FRAMING, BOLTED @ 32" O.C.
MEMBRANE FLASHING
3' - 6"2' - 0"6"1' - 4"
PRE-MANUF. BOLLARD
CAP ("TOPGARDCAP
OR EQUAL), PAINT
4" DIA. STEEL PIPE
BOLLARD, FILL W/
CONCRETE, PAINT EP-1,
REFER TO EXTERIOR
MATERIAL SCHEDULE
16" DIA. CONCRETE
FOOTING
3/4"1 1/2"3/4"
INSTALL FIBER
WEEPS @ 24"
O.C. MAX.
PVC FLASHING
MEMBRANE
(SHAPE TO WALL)
FLASHING
STONE
VENEER
(3/4" - 1 1/2")
8" CMU
FOUNDATION
WALL
1' - 0"2' - 1"TYP.
2' - 0"
STORAGE FINISH FLOOR
REFER TO CIVIL
FOUNDATION WALL, CONT.
6" X 6" X 1/4" TUBE STEEL GATE
COLUMNS, (REFER TO
STRUCTURAL) W/ PAINTED FINISH.
COLOR: EP-1, REFER TO EXTERIOR
MATERIAL SCHEDULE
STONE VENEER (3/4" - 1 1/2")
8" CMU
T.O.M
6' -0" ABOVE
STORAGE FLOOR
SEE CIVILSLAB EL. VARIES6' - 11" COL. LENGTH W/ GROUTCONT. FOOTING
CONC. SLAB ON
GRAVEL BASE,
REFER TO CIVIL
SHEET METAL
COPING ON BUILT-
UP WOOD NAILERS
2X JOISTS, REFER
TO STRUCTURAL
2X LEDGER, REFER
TO STRUCTURAL
8" CMU, REFER
TO STRUCTURAL
STONE VENEER (3/4" -
1 1/2"), COLOR TO
MATCH BUILDING
T.O.M.
5' -4" ABOVE
FINISH FLOOR
10" CMU, REFER TO
STRUCTURAL
PIPE BOLLARDS, PAINT
EP-1, REFER TO EXTERIOR
MATERIAL SCHEDULE
6" CONCRETE SLAB 6"
OVER GRAVEL BASE CONCRETE FOOTING
& FOUNDATION,
REFER TO STRUCTURAL
4" CONCRETE SLAB
OVER 4" GRAVEL BASE
R-19 BATT INSULATION
5/8" GYP. BD. (PAINT)
PLYWOOD SHEATHING,
REFER TO STRUCTURAL
TPO MEMBRANE ROOFING
(WRAP OVER PARAPET)
T.O.M.
10' -0" ABOVE
FINISH FLOOR
FINISH FLOOR
REFER TO CIVIL
INSTALL MEMBRANE
FLASHING &
SEALANT TO SEAL
CEILING VAPOR
RETARDER TO WALL
8" CMU, REFER
TO STRUCTURAL
STONE VENEER (3/4" -
1 1/2"), COLOR TO
MATCH BUILDING
FINISH GRADE
1/2
12
PLYWOOD
SHEATHING
TPO MEMBRANE ROOFING
(WRAP OVER PARAPET)
BLOCK OUT FOR SCUPPER
R-19 BATT INSULATION
W/ VAPOR RETARDER
5/8" GYP. BD. (PAINT)
OPEN WIRE SHELVING
48" W X 12" D X 72" H
(ULINE MODEL
NUMBER H-2937-72 OR
APPROVED EQUAL)
4" CONCRETE SLAB
OVER 4" GRAVEL BASE
INSTALL MEMBRANE
FLASHING & SEALANT TO
SEAL CEILING VAPOR
RETARDER TO WALL
4' - 0"6' - 0"10"
CONCRETE FOOTING &
FOUNDATION, REFER
TO STRUCTURAL
FINISH GRADE
DOWNSPOUT
STONE VENEER
(3/4" - 1 1/2")
COLOR TO MATCH
BUILDING
8" CMU, REFER TO
STRUCTURAL
SHEET METAL
CONDUCTOR
T.O. JOIST
8' -9" ABOVE
FINISH FLOOR
SHEET METAL SCUPPER,
PROVIDE MEMBRANE
FLASHING
STEEL LINTEL ANGLE
FINISH FLOOR
REFER TO CIVIL
CONCRETE FOOTING
& FOUNDATION,
REFER TO STRUCTURAL
ALUM. THRESHOLD
8 3/4" DEEP HOLLOW
METAL DOOR &
FRAME (PAINT)
STEEL LINTEL4"2X LEDGER, REFER TO
STRUCTURAL
2X JOISTS, REFER TO
STRUCTURAL
T.O.M.
10' -0" ABOVE
FINISH FLOOR
SHEET METAL COPING
ON BUILT-UP WOOD
NAILERS
3"3"5/8"1 1/2"
5/8" DIA. PAINTED
STEEL TIE ROD ON
BACK SIDE
CORRUGATED
METAL 'B' DECK,
WELD TO
FRAME, PAINT
3" X 3" X 1/4"
STEEL ANGLE
GATE FRAME,
PAINT
RETURN TOP
OF PIN 3"
3" X 3" X 1/4"
STEEL ANGLE
GATE FRAME,
PAINTED
STEEL PIPE
SLEEVES, WELD
TO FRAME
1" STEEL PIN
CONC. SLAB ON
BASE COURSE,
OVERLAIN ON
GRANULAR
SUBBASE COURSE,
REFER TO
GEOTECHNICAL
REPORT
STEEL PIPE
SLEEVE, GALV.
8"1' - 6"4"3"3"6"4"OUTDOOR STORAGE
201
AS101
A3
AS101
A2
TRASH CONTAINER LOCATION
4" DIA. PIPE
BOLLARD
4" DIA. PIPE
BOLLARD
CONCRETE LANDING,
REFER TO CIVIL
CONCRETE APRON,
REFER TO CIVIL
6" DIA. PIPE BOLLARD
2' - 0"FOOTING
BELOW, REFER
TO STRUCTURAL
B1
AS101
B3
AS101
A1
AS101
AS101C4
AS101
D5
AS101
D4
6' - 7"4' - 3"17' - 4"
5' - 4"12' - 0"8' - 8"201AD6
AS101
D6
AS101
CONCRETE
SPLASHBLOCK
SHEET METAL
DOWNSPOUT
STONE VENEER (3/4" -
1 1/2"), COLOR TO
MATCH BUILDING
12" X 12"
DOWNSPOUT
CONDUCTOR
PROVIDE OPENING
IN MASONRY FOR
SCUPPER
SHEET METAL COPING
LIGHT FIXTURE,
REFER TO
ELECTRICAL
SHEET METAL
COPING
FOOTING &
FOUNDATION,
REFER TO
STRUCTURAL
STONE VENEER (3/4" -
1 1/2"), COLOR TO
MATCH BUILDING
C5
AS101
FINISH FLOOR
REFER TO CIVIL
D6
AS101
FINISH FLOOR
REFER TO CIVIL
STONE VENEER (3/4" - 1 1/2"),
COLOR TO MATCH BUILDING
SHEET METAL COPING
LIGHT FIXTURE, REFER
TO ELECTRICAL
FOOTING &
FOUNDATION, REFER
TO STRUCTURAL
SHEET METAL COPING
5/8" DIA. PAINTED
STEEL TIE ROD ON
BACK SIDE, TYP.
CORRUGATED METAL
'B' DECK, PAINTED EP-1,
REFER TO EXTERIOR
MATERIAL SCHEDULE
(3) WELDED BARREL
HINGES PER DOOR.
RATED FOR THE
WEIGHT OF THE
DOOR, TYP.
T.O. GATE COLUMN
5'-11" ABOVE STORAGE FLOOR
HEAVY DUTY DOUBLE GATE LATCH. DAC STEALTH
SERIES, SENTRY LATCH OR APPROVED EQUAL
(T.O. GATE TO ALIGN W/ GATE COLUMN), TYP.
AS101
D2 D3
AS101
DOOR, REFER TO SCHEDULE,
PAINTED EP-1, REFER TO
EXTERIOR MATERIAL SCHEDULE 3' - 6"1' - 4"
PRE-MANUF. BOLLARD
CAP ("TOPGARDCAP
OR EQUAL), PAINT
6" DIA. STEEL PIPE
BOLLARD, FILL W/
CONCRETE, PAINT EP-1,
REFER TO EXTERIOR
MATERIAL SCHEDULE
16" DIA. CONCRETE
FOOTING
6"TO T.O. FOOTINGSTONE VENEER
(3/4" - 1 1/2"),
COLOR TO
MATCH BUILDING
SHEET METAL COPING
LIGHT FIXTURE,
REFER TO
ELECTRICAL
PIPE BOLLARD,
TYP.
FOOTING & FOUNDATION,
REFER TO STRUCTURAL
FINISH FLOOR
REFER TO CIVIL
D6
AS101
D6
AS101
C5
AS101
2' - 3"1' - 8"2" X 2" SQUARE TUBE
ARC BICYCLE RACK,
2 BIKE CAPACITY, BY
DERO BIKE RACK
CO., REFER TO SPEC.
SIDEWALK,
REFER TO CIVIL
BUILDING OUTLINE
LANDSCAPING,
REFER TO
LANDSCAPE
LANDSCAPING,
REFER TO
LANDSCAPE
AS101
D1
BICYCLE PARKING
REQUIRED: 2
PROVIDED: 2
CONCRETE SIDEWALK
OVER GRAVEL BASE
4" MIN. INSIDE DIA.
CORROSION RESISTANT
SLEEVE FILLED W/
EPOXY GROUT, REFER
TO MANUFACTURER'S
INSTALL INSTRUCTIONS
2" X 2" SQUARE TUBE
ARC BICYCLE RACK,
2 BIKE CAPACITY, BY
DERO BIKE RACK CO.,
REFER TO SPEC.2' - 11"3' - 4"
2"
SANDERSASSOCIATES 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
AS101
DUMPSTER SHED PLAN,
ELEVATIONS, & DETAILS,
& BIKE RACK DETAILS
2020-19MERIDIAN IDAHO BRANCHMOUNTAIN AMERICA CREDIT UNION6161 N. TEN MILE ROADMERIDIAN, ID 836463" = 1'-0"
D6
COPING DETAIL
1/2" = 1'-0"
D5
BOLLARD DETAIL
3" = 1'-0"
C5
DRIP EDGE DETAIL
3/4" = 1'-0"
A1
DUMPSTER SECTION
1/2" = 1'-0"
B3
SHED SECTION
1/2" = 1'-0"
B1
SHED SECTION SIDE
3" = 1'-0"
D3
GATE DETAIL
1" = 1'-0"
D2
GATE DETAIL
3/8" = 1'-0"
A5
DUMPSTER SHED PLAN
3/8" = 1'-0"
A2
DUMPSTER SHED BACK ELEVATION
3/8" = 1'-0"
A3
DUMPSTER SHED FRONT ELEVATION
1/2" = 1'-0"
D4
BOLLARD DETAIL
3/8" = 1'-0"
C4
DUMPSTER SHED SIDE ELEVATION
3/8" = 1'-0"
D
BIKE RACK ENLARGED PLAN
1" = 1'-0"
D1
BIKE RACK MOUNTING DETAIL
No. Date Description