Building Perspectives 03-17-16Sheet
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5200 Buffington Rd.
Atlanta Georgia
30349-2998
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S13 CUSTOM
16-1459
03840
PLAN COMMISSION
SUBMITTAL
03-17-2016
A-1.1
03/17/16
PERSPECTIVES
445 W 79TH ST
CHANHASSEN,
MN 55317
03/17/16
RA
ML
Perspective - Northwest
Perspective - Southwest
Perspective - Northeast
Perspective - Southeast
250'-0"250'-0"
250'-0"250'-0"
250'-0"250'-0"
250'-0"250'-0"
Sheet
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5200 Buffington Rd.
Atlanta Georgia
30349-2998
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S13 CUSTOM
16-1459
03840
PLAN COMMISSION
SUBMITTAL
03-17-2016
A-1.2
03/17/16
LINE OF SIGHT
250 FEET DISTANCE
445 W 79TH ST
CHANHASSEN,
MN 55317
03/17/16
RA
ML
1" = 20'-0"1 EAST ELEVATION 250'
1" = 20'-0"2 NORTH ELEVATION 250'
1" = 20'-0"3 SOUTH ELEVATION 250'
1" = 20'-0"4 WEST ELEVATION 250'
2
2
3
6
2
2
4
8
2 TIER
1842
2 TIER
1842
2
2
4
8
2
2
4
8
2 TIER
1842
4 TIER
2430
4 TIER
2448
4 TIER
2454
4 TIER
2430
4 TIER
2436
4 TIER
2436
4 TIER
2454
4 TIER
2436
2 2 3 6
4 TIER
2448
4 TIER
2448
4
T
I
E
R
24
4
8
5 TIER
2436
4 TIER
1848
4 TIER
1848
4 TIER
1848
5 TIER
2460
5 TIER
2448
5 TIER
2448
5 TIER
2448
5 TIER
2448
5
T
I
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R
24
4
2
5
T
I
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R
24
4
2
FUTUREEQUIPMENT
FUTUREEQUIPMENT FUTUREEQUIPMENT
223622362236
DRIVE-THRU
QUEUING
DINING
VESTIBULE
KITCHEN
DINING PLAY AREA
OFFICE
SERVICE YARD
W.I.F.
MECH.
MEN'S
RESTROOM
WOMEN'S
RESTROOM
RR
VEST.
W.I.C.
97'-11 3/4"
52
'
-
1
0
"
N
Sheet
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5200 Buffington Rd.
Atlanta Georgia
30349-2998
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S13 CUSTOM
16-1459
03840
PLAN COMMISSION
SUBMITTAL
03-17-2016
A-1.3
03/17/16
FLOOR PLAN
445 W 79TH ST
CHANHASSEN,
MN 55317
03/17/16
RA
ML
1/4" = 1'-0"1 FLOOR PLAN
T/ SLAB
0' - 0"
B/DRIVE CANOPY
10' - 0"
T/ROWLOCK
3' - 0"
T/ HIGH PARAPET
21' - 0"
EXTERIOR SCONCE
LIGHT FIXTURE (TYP.)
EQ E.Q.EQ E.Q.E.Q.EQ
BR-1
BR-2
BR-2
ST-1
BR-2
T/PLATE
18' - 11"
A-4
ST-1
T/ PLATE
14' - 7"
T/ WINDOW
11' - 4"
BR-1
BR-2
BR-1
BR-1
BR-1
BR-1
BR-2BR-1
T/ SLAB
0' - 0"
B/DRIVE CANOPY
10' - 0"
T/ROWLOCK
3' - 0"
B/WINDOW
7' - 4"
T/ HIGH PARAPET
21' - 0"
EXTERIOR SCONCE
LIGHT FIXTURE (TYP.)
GAS METER
RE: PLUMBING DWGS
MDP, ELECTRICAL METERRE: ELECTRICAL DWGS PIPE BOLLARD
RE: CIVIL
EXTERIOR SCONCE
LIGHT FIXTURE (TYP.)
BR-2
BR-2
3'-
0
"
T/PLATE
18' - 11"
A-5
OVERFLOW SCUPPER
PREFINISHED ALUMINUM
T/ PLATE
14' - 7"
T/ WINDOW
11' - 4"
EQ EQ EQEQ EQEQ EQ EQ
BR-2
BR-2
BR-1
BR-1
BR-1
BR-1BR-2
BR-2
BR-2
BR-2
ST-1
BR-2
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S= SPANDREL
GLASS
Sheet
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5200 Buffington Rd.
Atlanta Georgia
30349-2998
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03840
S13 CUSTOM
16-1459
03840
PLAN COMMISSION
SUBMITTAL
03-17-2016
A-1.4
03/17/16
EXTERIOR
ELEVATIONS
445 W 79TH ST
CHANHASSEN,
MN 55317
03/17/16
RA
ML
1/4" = 1'-0"1 SOUTH ELEVATION
1/4" = 1'-0"2 WEST ELEVATION
T/ SLAB
0' - 0"
T/ROWLOCK
3' - 0"
T/ HIGH PARAPET
21' - 0"
EXTERIOR SCONCEEXTERIOR LIGHTING
(ABOVE CANOPY)EXTERIOR SCONCE
11
BR-1
EXTERIOR SCONCE
11
'
-
4
"
BRAKE METALBR-1 BR-1 BR-1 BR-1
EQEQEQEQEQEQEQEQ
ST-1 ST-1 ST-1 ST-1
T/ PLATE
14' - 7"
T/ WINDOW
11' - 4"
BR-1
BR-2
BR-2
BR-2BR-1
BR-1
WHITE LED BACKLIT SIGN
S= SPANDREL GLASS
T/ SLAB
0' - 0"
B/DRIVE CANOPY
10' - 0"
T/ROWLOCK
3' - 0"
T/ HIGH PARAPET
21' - 0"BR-2
BR-2
BR-1
T/PLATE
18' - 11"
3'-3 1/2"
OL
A-6
T/ PLATE
14' - 7"
T/ WINDOW
11' - 4"
BR-1
BR-2
BR-2
BR-1
BR-1
BR-2
BR-1
BR-1
S
S
S
S
Sheet
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5200 Buffington Rd.
Atlanta Georgia
30349-2998
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03840
S13 CUSTOM
16-1459
03840
PLAN COMMISSION
SUBMITTAL
03-17-2016
A-1.5
03/17/16
EXTERIOR
ELEVATIONS
445 W 79TH ST
CHANHASSEN,
MN 55317
03/17/16
RA
ML
1/4" = 1'-0"1 EAST ELEVATION
1/4" = 1'-0"2 NORTH ELEVATION
T/ SLAB
0' - 0"
B/DRIVE CANOPY
10' - 0"
T/ROWLOCK
3' - 0"
T/ HIGH PARAPET
21' - 0"
T/PLATE
18' - 11"
T/ PLATE
14' - 7"
T/ WINDOW
11' - 4"
T/ SLAB
0' - 0"
B/DRIVE CANOPY
10' - 0"
B/WINDOW
7' - 4"
T/ HIGH PARAPET
21' - 0"
T/PLATE
18' - 11"
T/ PLATE
14' - 7"
T/ WINDOW
11' - 4"
Sheet
Checked By:
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Job No:
VERSION:
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5200 Buffington Rd.
Atlanta Georgia
30349-2998
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03840
S13 CUSTOM
16-1459
03840
PLAN COMMISSION
SUBMITTAL
03-17-2016
A-1.6
03/17/16
COLOR ELEVATIONS
445 W 79TH ST
CHANHASSEN,
MN 55317
03/17/16
RA
ML
1/4" = 1'-0"1 SOUTH ELEVATION CC
1/4" = 1'-0"2 WEST ELEVATION CC
T/ SLAB
0' - 0"
B/DRIVE CANOPY
10' - 0"
T/ROWLOCK
3' - 0"
T/ HIGH PARAPET
21' - 0"
T/PLATE
18' - 11"
T/ PLATE
14' - 7"
T/ WINDOW
11' - 4"
T/ SLAB
0' - 0"
T/ROWLOCK
3' - 0"
T/ HIGH PARAPET
21' - 0"
T/ PLATE
14' - 7"
T/ WINDOW
11' - 4"
WHITE LED BACKLIT SIGN
Sheet
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5200 Buffington Rd.
Atlanta Georgia
30349-2998
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03840
S13 CUSTOM
16-1459
03840
PLAN COMMISSION
SUBMITTAL
03-17-2016
A-1.7
03/17/16
COLOR ELEVATIONS
445 W 79TH ST
CHANHASSEN,
MN 55317
03/17/16
RA
ML
1/4" = 1'-0"1 NORTH ELEVATION CC
1/4" = 1'-0"2 EAST ELEVATION CC
8"
8"
REFUSE
STORAGE
1/4"= 1'-0"
1/4"= 1'-0"
1/4"= 1'-0"
1/4"= 1'-0"
SIDE ELEVATION4
FOUNDATION PLAN1
FLOOR PLAN2
FRONT ELEVATION3
8"
34'-0"
8"
12'-3 1/2" 12'-3 1/2"8'-0"
3'-9"4'-0"9'-2" 4'-0" 4'-5"
8"6'-8"8"25'-4"
8"
10
'
-
0
"
8'-
8
"
8"
8"
2'-8" 3'-8"
R.O.
1'-8"
8"
2'-0"
TYP.
8" 8"
25'-4" 6'-8" 8"
6"
8'
-
8
"
8
"
10
'
-
0
"
6"
2'-0"
TYP.
8" 8"
2'
-
0
"
TY
P
.
8"
8
"
10
'
-
0
"
13'-4"
9"
TY
P
.
9"
3"
3"
8"
2'-0"
34'-8"
4"4"
HYDRANT
RE: P1.1
8'-8" TOP OF BOND
BEAM
0'-0" TOP
OF SLAB
NOTES:
1. ARCHITECT SHALL VERIFY
SIZE & COORDINATE WITH
STRUCTURAL ENGINEER
2. re: civil for drainage
7
A3.4
GATE POSTSFOUNDATION
RE: CIVIL
EDGE OF FOOTING
BELOW
PIPE BOLLARDS
EMBED BOLLARDS IN
18" DIA. x 3'-6"
CONCRETE FILLED
HOLE
20
8A3.4
PIPE BOLLARDS
(RE: CIVIL FOR LOCATIONS)
6" DIA. STEEL PIPE GATE
POST (RE: CIVIL FOR
LOCATION)
8" CMU
#5 BARS at 32" O.C. MAX
(FILL CORE With GROUT)
TYPICAL
6
A3.4
#5 BARS at 32" O.C. MAX (FILL
CORE With GROUT)
LOW PROFILE TURBINE ROOF
VENTILATOR SUPPLIED AND
INSTALLED BY G.C.)
drain or blockouts through
exterior walls as required
re: civil
capped conduit
re: electrical
BRICK VENEER #1
RE: FINISH SCHEDULE
A2.1
SA
W
C
U
T
RE
:
C
I
V
I
L
STORAGE
INTERIOR
PAINT pt-5
PREFINISHED METAL COPING
(DARK BRONZE)
NOTE:
ALL CMU WALLS - PAINT pt-7 (u.n.o.) -
(MATCH BRICK IF NOT PROTOTYPICAL)
3A3.4
4
A
3
.
4
note: See k sheets
for REQ'D. shelving
DOUBLE GATES WITH PREFINISHED 1 x 4 PLASTIC
LUMBER (EARTHCARE PRODUCTS (1-770-455-3602)
WEATHERED WOOD)
DOOR & FRAME -
PAINT pt-9
BRICK VENEER
BR-1
GATE PULLS
DROP ROD
RE: 5A3.4PAINTED STEEL GATE POST
TYPICAL (PAINT pt-9)
SECURE TO STEEL FRAME WITH THRU BOLTED
CARRIAGE BOLTS - 4 PER trim BOARD
PAINT HEADS DARK BRONZE
PREFINISHED METAL COPING(DARK BRONZE)
GATE PULLS
0'-0" TOP
OF SLAB
-0'-6" grade
0'-0"
top of slab
-0'-6" TOP OF CONCRETE PAVING
brick veneer (br-1)
1/4"= 1'-0"
TYPICAL DOUBLE GATE ELEVATION8
6"2"
3'-
6
"
8
'
-
6
"
1"2"5'-9 1/2"6"5'-9 1/2"
1'-6"
PAINTED STEEL POST CAPS (TYP)
- PAINT pt-9
1 x 6 PREFINISHED PLASTIC
LUMBER (TYPICAL) ATTACHED
TO STEEL FRAME
1-1/2" x 1-1/2" PAINTED STEEL
BRACE - PAINT pt-9
6" DIA. PAINTED STEEL PIPE POST
EACH SIDE - PAINT pt-9
2-1/2" X 2-1/2" PAINTED STEEL TUBE
GATE FRAME - PAINT pt-9
COLLAR HINGES (TAP & ADD GREASE
FITTINGS AT EA. HINGE-GREASE HINGES
AFTER PAINTING)
NOTE:
PAINT GATE FRAMES,
HARDWARE & PIPES
With PAINT pt-9
gate posts foundation
re: civil
4"
4"
STORAGE REFUSE AREA
STORAGEEXTERIOR
EXTERIOR STORAGE
1 1/2"=1'-0"
1 1/2"=1'-0"
1 1/2"=1'-0"
1 1/2"=1'-0"
ROOF EDGE DETAIL10
ROOF EDGE DETAIL9
HEAD DETAIL11
JAMB12
U.S. INTEC APPROVED
BASE SHEET
2x BLOCKING as required
40 mil. single-ply PVC roof
MEMBRANE by duro-last
HILTI hit HY 150, 1/2 " dia. x 4 1/4"
embed epoxy anchor bolt at 48" o.c.
10 d nails at 6" o.c.
SIMPSON a35 clip at
16" o.c. (between joist)SIMPSON h3 hurricane
ties at every joist
7'-4"
TOP OF CMU
8" HARDIE PLANK -
paint color PT-7
2x6 RAFTERS at 16" O.C.
5/8" CDX PLYWOOD decking
CMU interior face -
paint color PT-5
1/2" CDX PLYWOOD CEILING
PAINT COLOR PT-1A
2-PIECE METAL DRIP EDGE DARK
BRONZE
slope
CMU exterior face -
paint PT-7BOND BEAM WITH 2 - #5
BARS
Note:
1. provide nailing per SIMPSON
requirements for all SIMPSON
Connectors
caulk / sealant
PLYWOOD CEILING - PAINT
COLOR #6
BRICK VENEER
BR-1
8'-8"
TOP OF CMU 1/2" CDX PLYWOOD DECKING
BOND BEAM W/ 2 - #5
BARS
1/2" DIA. ANCHOR BOLTS
@ 48" O.C.
8" CMU
#5 REINF BARS
RE: PLAN
1/2" DIA. ANCHORS, EPOXIED
INTO CMU @ 32" O.C.
LUS26 HANGAR
2 x 8 TREATED LEDGER
2X6 RAFTERS @ 16" O.C.
METAL COPING (DARK BRONZE)
2 X 12 TREATED TOP PLATE
CONT. CLEAT
BASE SHEET
MODIFIED BITUMEN ROOF
SS SCREWS W/ NEOPRENE
WASHER @ 48" O.C.
BRICK VENEER
BR-1
7'-4"
A.F.F.
SEALANT, TYPICAL ALL
SIDES
H.M. FRAME
paint dark bronze
GROUT SOLID
CONCRETE FILLED HEADER
W/ 1-#5 REBAR
8'-8"
TOP OF CMU
2X6 RAFTERS
METAL COPING
(DARK BRONZE)
BASE SHEET
MODIFIED BITUMEN ROOF
SS SCREWS W/ NEOPRENE
WASHER @ 48" O.C.
CONT. CLEAT
GALVANIZED STEEL LINTEL
RE: STRUCTURAL
BRICK VENEER
BR-1
GROUT SOLID
SEALANT, TYPICAL ALL
SIDES
3 ANCHORS PER JAMB
CONCRETE FILLED CELL W/
1-#5 REBAR
H.M. door and FRAME
paint dark bronze
8" CMU
REFUSE AREASTORAGE
2'-0"
6"
6
"
3/4"=1'-0"
3/4"=1'-0"
REFUSE PAD AT CONCRETE PAVING DETAIL77
SECTION6
6"
6"
2'-0"
6"
1'
-
0
"
2'-0"
1'
-
0
"
2'-0"
1'
-
0
"
FR
O
S
T
D
E
P
T
H
8"12"
CONCRETE PAVING
RE: CIVIL
6" PIPE BOLLARD GATE POST
PAINT pt-9
RE: CIVIL
POST FOUNDATION
RE: CIVIL
6" MIN. CRUSHED STONE BASE
1-#5 BAR
6 MIL POLYETHYLENE
VAPOR BARRIER
6" THICK CONCRETE
SLAB
6/6 W1.4 x W1.4 W.W.M.
1/2" EXPANSION JOINT
material hold down 1" and fill
with sealant
6" CONCRETE
SLAB
RE: STRUCTURAL
FOR FOOTING DEPTH
WHITE MEMBRANE ROOF (TYP.)
RE: 3A1.7
PARAPET BEYOND
7'-4"
TOP OF CMU
10A3.4
8" CMU RUNNING BOND
PAINT COLOR #7
ONE COAT OF PRIMER & ONE
COAT OF PAINT COLOR #2
6 MIL VAPOR BARRIER
SEAL FLOOR
TRUSS TYPE JOINT REINF. @ 16"
O.C. VERTICALLY
4" CONCRETE SLAB WITH 6/6
W1.4 x W1.4 W.W.M.
BLOCK FILLER WITH ONE
COAT OF PRIMER & ONE
COAT OF EPOXY PAINT
(COLOR #7)
2 #5 CONTINUOUS
TOP
2 #5 CONTINUOUS
BOTTOM
#4 HOOKED DOWELS @ 16"
o.c./ provide tension lap w/
wall reinf.
2 #5 CONTINUOUS
TOP
#3 ties @ 48" o.c.
#4 @ 12" o.c.
vertically
9A3.4
BASE SHEET
1/2" CDX PLYWOOD
2X6 RAFTERS @ 16" O.C.
8'-8"
TOP OF CMU BOND BEAM
#5 REINF BARS
RE: 2A3.6
reinforced CMU
0'-6"
TOP OF SLAB
1/2" CDX PLYWOOD -
PAINT COLOR #6
brick veneer
(BR-1)
4" continuous BRICK
LEDGE
BRICK VENEER
BR-1
3/4"=1'-0"
DROP ROD DETAIL5DROP ROD DETAIL5
2'
-
0
"
6"
1x4 EARTHCARE PREFINISHED
TRIM SURROUND
1-1/4" DIA. DRILLED HOLE IN
CONCRETE DRIVE
TOP OF CONCRETE PAVING
6" LONG DROP ROD GUIDE- paint PT-9
1" DIA. STEEL DROP ROD
- paint PT-9
Sheet
Checked By:
Drawn By:
Date:
Store:
Job No:
VERSION:
ISSUE DATE:
SHEET TITLE
STORE:
Seal
Mark Date By
Revisions:
5200 Buffington Rd.
Atlanta Georgia
30349-2998
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03840
S13 CUSTOM
16-1459
03840
PLAN COMMISSION
SUBMITTAL
03-17-2016
A-1.8
03/17/16
REFUSE
ENCLOSURE
445 W 79TH ST
CHANHASSEN,
MN 55317
03/17/16
RA
ML