HomeMy WebLinkAboutMAVERIK CONVENIENCE STORE & FUEL SALES - PDP - PDP150028 - PLANS - ELEVATIONSWOMEN'S
105
MEN'S
106
VENDOR RECIEVING
107
STORAGE
110
ELECTRICAL
103
OFFICE
102
EXIT HALLWAY
104
COFFEE PREP
111
DELI PREP
112
KITCHEN SERVICE
113
RETAIL
101
�10º FREEZER
109
35º STOR. COOLER
108
30º BEER COOLER
114
35º BEVERAGE
COOLER
115
2�DOOR FREEZER
CAPPUCCINO
COUNTER
HOT DOG
COUNTER
DRINK WALL
& F'REAL
ICEE
WALL
A
O.E.W.
A
O.E.W.
B
O.E.W.
B
O.E.W.
C
C.L.
C
C.L.
D
C.L.
D
C.L.
E
C.L.
E
C.L.
FINISH FLOOR
100' � 0"
T.O. ROOFING
130' � 6 3/4"
T.O. PARAPET 1
120' � 6"
B.O. FOOTING
97' � 0"
FRONT SOFFIT
111' � 0"
T.O. WAINSCOT 1
104' � 0"
T.O. PARAPET 2
122' � 0"
A
O.E.W.
B
O.E.W.
C
C.L.
D
C.L.
E
C.L.
F
C.L.
G
O.E.W.
BELOW FROST
DEPTH. SEE
STRUCTURAL
DRAWINGS,
VERIFY FROST
DEPTH WITH
LOCAL
JURISDICTION.
2 4 4 1 3 4 2
4
4
5
6
66
8 77
5 10 11 99
SIDE CANOPY
SOFFIT
109' � 0"
(SEL�2)
(NO EXTERNAL
DOWNSPOUT)
TRUSS BEARING
122' � 3"
18 14 12 17 13 15 16 14 16 13 15 17 12 14 18 14 18
T.O. CAP 2
110' � 9"
8 1 6 3
20 19 22 21
23 23
24 24
3
SEE GENERAL NOTES ON SHEET T1.2 FOR ADDITIONAL REQUIREMENTS
COORDINATE WINDOW HEIGHTS WITH WINDOW SCHEDULE.
OWNER TO SELECT SIDING COLOR AND TEXTURE. INSTALL AS PER ELEVATIONS. MATCH
EXISTING.
FINISH ROOF TO BE ASPHALT SHINGLES. INSTALL AS PER MANUFACTURER'S
RECOMMENDATIONS. MATCH EXISTING ROOF FINISH.
PROVIDE RAIN GUTTERS AND DOWN SPOUTS AS REQUIRED.
COORDINATE ALL BEARING ELEVATIONS WITH ROOF FRAMING PLAN. SEE STRUCTURAL
DRAWINGS AND CALCULATIONS FOR ALL FRAMING REQUIREMENTS.
SEE STRUCTURAL DRAWINGS AND CALCULATIONS FOR ALL STRUCTURAL REQUIREMENTS,
INCLUDING FOUNDATION WALL SPECIFICATIONS, AND SHEARWALL AND HOLDDOWN
REQUIREMENTS.
OWNER TO SELECT BRICK FOR BRICK VENEER. INSTALL AS PER ELEVATIONS, AND AS PER
I.R.C. SEE GENERAL MASONRY NOTES.
OWNER TO SELECT STUCCO COLOR AND TEXTURE. INSTALL AS PER ELEVATIONS.
SEE ROOF FRAMING PLAN FOR ALL ROOF SLOPES.
OWNER TO SELECT ROCK FOR ROCK VENEER. INSTALL AS PER ELEVATIONS, AND AS PER
I.R.C. SEE GENERAL MASONRY NOTES.
OWNER TO SELECT E.I.F.S. COLORS AND TEIXTURE. INSTALL AS PER ELEVATIONS, AND AS
PER I.R.C.
MASONRY VENEER TO BE TIED TO FRAMING WITH MASONRY TIES @ 16" O.C. EACH WAY.
PROVIDE ARCHITECTURAL ASPHALT SHINGLE FOR FINISH ROOF AT FRONT AND SIDE
CANOPIES.
ALL METAL ROOFING AS PER METAL BUILDING MANUFACTURER.
PROVIDE CLASS 'B' ARCHITECTURAL ASPHALT SHINGLES. INSTALL AS PER
MANUFACTURER'S RECOMMENDATIONS.
IF BRICK IS USED THEN BRICK SHALL BE AS PER OWNER. SEE GENERAL MASONRY NOTES.
MASON TO REVIEW DETAILING REQUIREMENTS WITH OWNER. ALL MASONRY TO BE
INSTALLED AS REQUIRED BY I.R.C.
OWNER TO SELECT SIDING FOR EXTERIOR. INSTALL AS PER ELEVATIONS.
COORDINATE WITH DENTAL EQUIPMENT DRAWINGS FOR ALL SERVICE REQUIREMENTS OF
ALL EQUIPMENT.
FINISH ROOF TO BE CONCRETE TILE AS PER OWNER. INSTALL AS PER MANUFACTURER'S
RECOMMENDATIONS.
PROVIDE CROWN MOLD AT ROOF SOFFIT AS INDICATED. COORDINATE WITH ELECTRICAL
FOR RECESSED CANS IN SOFFIT.
NEW FLOOR HEIGHT TO MATCH HEIGHT OF EXISTING FLOOR.
A
GENERAL NOTES
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
FINISH FLOOR
100' � 0"
FINISH FLOOR
100' � 0"
T.O. ROOFING
130' � 6 3/4"
T.O. PARAPET 1
120' � 6"
B.O. FOOTING
97' � 0"
FRONT SOFFIT
111' � 0"
T.O. WAINSCOT 1
104' � 0"
T.O. PARAPET 2
122' � 0"
1
C.L.
2
O.E.W.
3
O.E.W.
2.2
O.E.W
BELOW FROST
DEPTH. SEE
STRUCTURAL
DRAWINGS,
VERIFY FROST
DEPTH WITH
LOCAL
JURISDICTION.
SIDE CANOPY
SOFFIT
109' � 0"
12
8
1
(TYP. SEL�1)
(TYP. SEL�1)
TRUSS BEARING
122' � 3"
LIGHT FIXTURE
112' � 9"
T.O. CAP 2
110' � 9"
1/4" / 12"
12
8
18
19
5
20 21
18 22 4
10 9
10 8 2 13
6
2
16
2
100' � 0"
FINISH GRADE
103' � 6"
TOP OF BOLLARDS
116' � 0"
BOTTOM OF FASCIA
119' � 3"
TOP OF CANOPY
16' � 0"
TYP. SLOPE
SEE CIVIL
TYP. SLOPE
SEE CIVIL
TYP. SLOPE
SEE CIVIL
TYP. SLOPE
SEE CIVIL
TYP. SLOPE
SEE CIVIL
TYP. SLOPE
SEE CIVIL
TYP. SLOPE
SEE CIVIL
TYP. SLOPE
SEE CIVIL
GRID GRID GRID GRID
1
2
3
4
5
6
7
8
9
2
10
22
1
3
4
5
7
8 3
4
5
7
8
6
3
4
5
7
8
6
12' � 0" 28' � 0" TYP.
.
28' � 0" TYP.
.
28' � 0" TYP. 12' � 0 1/4"
7' � 0" 3' � 0"
2' � 6"
2' � 0"
COLOR TO MATCH
BUILDING FIELD
SIDING
COLOR TO MATCH
AUTUMN TAN
SIDING
(OYSTER)
ALIGN W/ BLDG ALIGN WITH BLDG
2 COLOR TO MATCH
SAIL CLOTH
BUILDING TRIM
21
22
COLOR TO 2
MATCH
AUTUMN TAN
SIDING
6' � 4"
14' � 0" 12' � 0"
3' � 0 1/2" 6' � 4 1/2" 4' � 7" 3' � 8"
TYP. SLOPE
SEE CIVIL
TYP. SLOPE
SEE CIVIL
TYP. SLOPE
SEE CIVIL
OPEN TO BELOW
(PUMP ACCESS)
5' � 0"
3' � 0"
TYP.
2' � 6"
2' � 0"
11
7
11
66 12
11
11
13
4
14
15
17 16
8 5
18
15
7
11
12 66
19
19
GRID
NOTE:
6" RAISED CONCRETE ISLAND
WITH TOOLED EDGES AND
CORNERS TO BE POURED FIRST.
5' � 0" X 3' � 0" CONCRETE ISLAND
(NO METAL FORM � VERIFY SIZE
WITH DISPENSER
MANUFACTURER).
AFTER THE 5' � 0" X 3' � 0" FUEL
ISLAND HAS BEEN POURED,
SLOPE CONCRETE AWAY FROM
ISLAND IN ALL (4) DIRECTIONS. 6"
MINIMUM AND 7" MAXIMUM HEIGHT
AT ISLAND ON ALL (4) SIDES
(TYPICAL FOR ALL).
10
A10.5
1' � 2"
100' � 0"
FINISH GRADE
103' � 6"
TOP OF BOLLARDS
116' � 0"
BOTTOM OF FASCIA
119' � 3"
TOP OF CANOPY
100' � 0"
FINISH GRADE
GRID
TYP. SLOPE
SEE CIVIL
TYP. SLOPE
SEE CIVIL
HHHHAAAANNNNDDDDIIIICCCCAAAAPPPP
AAAASSSSSSSSIIIISSSSTTTTAAAANNNNCCCCEEEE
AAAAVVVVAAAAIIIILLLLAAAABBBBLLLLEEEE
1' � 6"
6" 3"
12' � 0" 14' � 0" 6"
8
20
7
5 6 12
17
12 6
7 4
15
14
2
222
COLOR TO MATCH
AUTUMN TAN
SIDING
(OYSTER)
2
A2.4
9
10
10
0" 1" 2"
1 2 3 4 5
1 2 3 4 5
A B C D
SCALE
DRAWN BY
CHECKED BY
PROJECT NUMBER
FILE
SEAL
DATE STATUS
DATE REVISION
As indicated
1/14/2016 11:19:39 AM
A2.4
CANOPY
ELEVATIONS
FFKR
FFKR
15072
FORT COLLINS MAVERIK
MULBERRY STREET AND FRONTAGE ROAD
LOT 1, MAVERIK SUBDIVISION FILING NO. 1
FORT COLLINS, COLORADO 80524
01/15/16 PRE DESIGN
A2.4 1/4" = 1'�0"
1
FUEL DISPENSING CANOPY
STREET ELEVATION
A2.4 1/2" = 1'�0"
2 CANOPY COLUMN PLAN
A2.4 1/4" = 1'�0"
3 CANOPY END ELEVATION
KEYED NOTES
1 ALL LIGHT FIXTURES (NOT SHOWN) TO BE FLUSH MOUNTED WITHIN THE DECK PANEL
SOFFIT (SOFFIT COLOR TO MATCH AUTUMN TAN SIDING, SEE FINISH PLAN). SEE
ELECTRICAL DRAWINGS FOR FIXTURE AND LAYOUT INSTRUCTIONS (BY OWNER).
2 ALUMINUM COMPOSITE METAL PANEL.
3 STONE TO MATCH BUILDING WAINSCOT
4 4A:40 BC FIRE EXTINGUISHER AND BRACKET, PLACEMENT SUBJECT TO FIRE MARSHAL'S
FIELD DIRECTION, SEE SPECS. PLACE WITHIN A 75 FOOT TRAVEL DISTANCE OF ANY
PUMP, DISPENSER OR STORAGE TANK FILL�PIPE OPENING.
5 6" RAISED CONCRETE ISLAND WITH TOOLED EDGES AND CORNERS � 5' 0" X 3' � 0"
CONCRETE ISLAND (NO METAL FORM � VERIFY SIZE WITH DISPENSER MANUFACTURER).
6 REINFORCED CONCRETE PAD, SEE ARCH. SITE PLAN (BY G.C.).
7 4" DIAMETER "U" BOLLARD SET AND FILLED WITH CONCRETE BY GENERAL CONTRACTOR
EXTEND 3' � 6" ABOVE FINISH SLAB OR GRADE, SEE DETAIL 10/A10.5.
8 HATCHED IS REPRESENTATION OF DISPENSING STATION (BY OTHERS).
9 BACKLIT ELECTRIC SIGN W/ LED. BACKLITE WITH RED LETTERS, FLUSH MOUNTED (BY
CANOPY MANUFACTURER). SIGN AND "DOG HOUSE" FEATURE WILL BE CLOSEST TO
STREET CORNER, VERIFY WITH OWNER. A SEPARATE REVIEW AND SIGN PERMIT IS
REQUIRED FROM THE CITY.
10 1�3/4" STANDING SEAM ROOF (MBCI C�1).
11 EXPANSION JOINTS. FILL JOINT WITH "JET FUEL RESISTANT" JOINT SEALANT. SEE
SPECIFICATIONS AND DETAIL 5/A10.4.
12 ASPHALT PAVING, SEE ARCHITECTURAL SITE AND CIVIL DRAWINGS, REFER TO SOILS
REPORT HEAVIEST DUTY DESIGN.
13 LINE INDICATES LOCATION OF BLOCK OUT FOR COLUMN.
14 GRAPHICS OVER METAL PANEL COLUMN CLADDING, BY OWNER.
15 A.D.A. SIGN FOR "HANDICAP ASSISTANCE AVAILABLE."
16 WARNING SIGNS ON COLUMN PROVIDED BY OWNER, INSTALLED BY CONTRACTOR FIRE
EXTINGUISHERS PROVIDED AND INSTALLED BY CONTRACTOR (REQUIRED AS PER
LOCAL JURISDICTION).
17 S.S.I. (PAPER TOWELS, WINDOW WASHER CONVENIENCE UNITS) MOUNTED TO
COLUMNS. PAPER TOWEL DISPENSING HEIGHT TO BE 4' � 0" A.F.F., UNITS ARE PROVIDED
BY OWNER AND INSTALLED BY GENERAL CONTRACTOR.
18 OPW DISPENSER CONTAINMENT SUMP ABOVE.
19 CONTROL JOINT, FILL JOINT WITH "JET FUEL RESISTANT" JOINT SEALANT. SEE
SPECIFICATIONS.
20 TRASH CONTAINERS (BY OWNER)
21 TIMBER VENEER TO MATCH BUILDING ENTRY
22 INSET PANELS 6" (TYPICAL)
23
17
10
9
22
14
8
24 23
24
8
4
25 26
T.O. ROOFING
130' � 6 3/4"
T.O. PARAPET 1
120' � 6"
B.O. FOOTING
97' � 0"
FINISH GRADE
100' � 0"
FRONT SOFFIT
111' � 0"
T.O. WAINSCOT 1
104' � 0"
T.O. PARAPET 2
122' � 0"
ROOF TOP
BEARING
115' � 9"
1
C.L.
2
O.E.W.
3
O.E.W.
BELOW FROST
DEPTH. SEE
STRUCTURAL
DRAWINGS,
VERIFY FROST
DEPTH WITH
LOCAL
JURISDICTION.
TOP OF FENCE
108' � 2"
10 9 8 5 7 4 2 3 6
11
8 14 13 12 15
16
8
17
TRUSS BEARING
122' � 3"
LIGHT FIXTURE
112' � 9"
1/4" / 12"
8" / 12"
T.O. CAP 2
110' � 9"
21
0" 1" 2"
1 2 3 4 5
1 2 3 4 5
A B C D
SCALE
DRAWN BY
CHECKED BY
PROJECT NUMBER
FILE
SEAL
DATE STATUS
DATE REVISION
1/4" = 1'�0"
1/14/2016 11:19:39 AM
A2.3
ARCHITECTURAL
ELEVATIONS
FFKR
FFKR
15072
FORT COLLINS MAVERIK
MULBERRY STREET AND FRONTAGE ROAD
LOT 1, MAVERIK SUBDIVISION FILING NO. 1
FORT COLLINS, COLORADO 80524
01/15/16 PRE DESIGN
A2.3 1/4" = 1'�0"
1 RIGHT SIDE ELEVATION
A2.3 1/4" = 1'�0"
2 LEFT SIDE ELEVATION
KEYED NOTES
1 CONCRETE SLAB AT HOUSEKEEPING BEYOND, SLOPE AWAY FROM BUILDING AT
1:48 SLOPE. SEE CIVIL FOR GRADES.
2 MBCI PRE�FAB, PRE�FINISHED ROOF PANELS. COLOR C�1
3 PRE�FINISHED METAL EAVE FLASHING BY ROOF MANUFACTURER COLOR C�1
4 COLOR TO BE BB�3, SEE COLOR SCHEDULE ON SHEET A�8.1
5 MITER AND RETURN TO PARAPET WALL, SEE DETAIL 5/A�10.3
6 26 GAUGE PRE�FINISHED METAL GUTTER (COLOR C�2). NO EXTERNAL
DOWNSPOUTS, GUTTER SHALL ATTACH TO INTERNAL DOWNSPOUT WITH
PREFINISHED METAL REDUCER STEM TO ATTACH TO 3" ABS PIPE WITHIN
COLUMN, WITH NO�HUM CONNECTOR, AND OUT FRONT OF STORE UNDER
FRONT SIDEWALK. HEAT TRACE THRU DRAIN PIPE. SEE ELECTRICAL PLAN SEE
ARCHITECTURAL SITE PLAN TO SEE WHERE IT TERMINATES. SEE CIVIL AND
PLUMBING DRAWINGS.
7 WHERE COLUMNS APPEAR AT ELEVATION ABOVE CANOPY, E.I.F.S. OVER LIQUID
APPLIED AIR BARRIER OVER SHEATHING OVER METAL FURRING.
8 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL.
9 STONE VENEER (BR�1 SEE COLOR SCHEDULE), SEE DETAIL 3/A�10.4 AND 1/A�7.1
10 STONE VENEER SILL CAP (SEE COLOR SCHEDULE BR�1). SEE DETAIL 3/A�10.4
AND 1/A�7.1
11 CONCRETE FOOTINGS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS.
12 BATT AND BOARD, SEE COLOR SCHEDULE.
13 DASHED LINE IS LINE OF ROOF BEYOND.
14 24 GAUGE PRE�FINISHED COPING SECURED TO 24 GAUGE PRE�FINISHED
CONTINUE CONCEALED CLEAT ON OUTSIDE OF PARAPET. FASTEN CLEAT ON
OUTSIDE OF PARAPET WITH GALVANIZED ROOFING NAIL AT 6" O.C. FASTEN
INSIDE LEG OF COPING TO PARAPET WITH NEOPRENE GASKETED FASTENERS.
ALL SEAMS TO BE STANDING SEAM. NO LAPS ALLOWED.
15 EXTERIOR CONCRETE WALK WITH SAW CUT JOINTS ONLY. SLOPE 1:48 AWAY
FROM THE BUILDING. SEE SITE PLAN FOR REINFORCEMENT AND LOCATION.
16 PRE�FINISHED METAL SOFFIT, COLOR C�3
17 PRE�FINISHED METAL FASCIA, COLOR C�1.
18 FIBER CEMENT BOARD AND BATTEN BB�2; SEE FINISH SCHEDULE
19 ROOF ACCESS LADDER WITH LOCKED SECURITY GATE, BLOCKING REQUIRED.
SEE DETAIL 8/A�10.2
20 OWNER SUPPLIED/INSTALLED FREEZER/COOLER UNIT � METAL ROOF COLOR TO
MATCH E.I.F.S�1
21 PROVIDE SCUPPER THROUGH PARAPET WALL FOR ROOF DRAINAGE.
22 FIBER CEMENT BOARD AND BATTEN BB�1; SEE FINISH SCHEDULE
23 MAVERIK SIGN BY YES CO. PERMITTED UNDER SEPARATE PERMIT. SEE
ELECTRICAL DRAWINGS.
24 CAULK ALONG DISSIMILAR MATERIALS.
25 SPLIT FACED CMU, COLOR TO MATCH DARK COLOR SIDING
26 CHAINLINK GATE W/ PRIVACY SLATS
ABBREVIATIONS:
C.L. � CENTER LINE OF STRUCTURAL COLUMN.
O.E.M. � OUTSIDE EDGE OF WALL.
A2.3 1/4" = 1'-0"
25 2 3 DUMPSTER EAST LEFT SIDE ELEVATION
T.O. ROOFING
130' � 6 3/4"
T.O. PARAPET 1
120' � 6"
B.O. FOOTING
97' � 0"
FINISH GRADE
100' � 0"
T.O. PARAPET 2
122' � 0"
ROOF TOP
BEARING
115' � 9"
A
O.E.W.
B
O.E.W.
C
C.L.
D
C.L.
E
C.L.
F
C.L.
G
O.E.W.
BELOW FROST
DEPTH. SEE
STRUCTURAL
DRAWINGS,
VERIFY FROST
DEPTH WITH
LOCAL
JURISDICTION.
2 1 2
3
3
TOP OF FENCE
108' � 2"
TRUSS BEARING
122' � 3"
LIGHT FIXTURE
112' � 9"
4 5
6 7
T.O. CAP 2
110' � 9"
2 1 1
13
15 14 14 15
16
16
17
T.O. ROOFING
130' � 6 3/4"
T.O. PARAPET 1
120' � 6"
T.O. PARAPET 2
122' � 0"
TRUSS BEARING
122' � 3"
9 8
6 6
10 10
12 11 6 6 12 11 12
16 16
SLOPE
1/4"�12" 24 GAUGE PRE�
FINISHED COPING
FIBER CEMENT
TRIM 88�3
FIBER�CEMENT
BATTEN. SEE
ELEVATIONS
SINGLE PLY ROOFING
MEMBRANE. SEE SPECS
APPROVED SEALANT (S8 240 OR STRIP
MASTIC) SEE SPECS
PRE�FABRICATED PARAPET
WALL FLASHING
PLATE & FASTENER REQ. TACK
WELD BETWEEN FASTENERS
TO PREVENT BRIDGING
POLYISOCYANURATE INSULATION, SEE
ROOF PLAN
ALUMINUM J�
MOLD TO COVER
EXPOSED OSB
SHEATHING.
PAINT TO MATCH
ADJACENT
COLOR
LIGHT FIXTURE
SEE
ELECTRICAL
6" 10 1/2"
1/2" 7 5/8" 1/2" 6"
1' � 2 5/8"
0" 1" 2"
1 2 3 4 5
1 2 3 4 5
A B C D
SCALE
DRAWN BY
CHECKED BY
PROJECT NUMBER
FILE
SEAL
DATE STATUS
DATE REVISION
As indicated
1/14/2016 11:19:30 AM
A2.2
ARCHITECTURAL
ELEVATIONS
FFKR
FFKR
15072
FORT COLLINS MAVERIK
MULBERRY STREET AND FRONTAGE ROAD
LOT 1, MAVERIK SUBDIVISION FILING NO. 1
FORT COLLINS, COLORADO 80524
01/15/16 PRE DESIGN
KEYED NOTES
10 MITER AND RETURN TO PARAPET WALL, SEE DETAIL 5/A�10.3
11 COLOR TO BE BB�3, SEE COLOR SCHEDULE ON SHEET A�8.1
12 24 GAUGE PRE�FINISHED COPING SECURED TO 24 GAUGE PRE�FINISHED
CONTINUE CONCEALED CLEAT ON OUTSIDE OF PARAPET. FASTEN CLEAT ON
OUTSIDE OF PARAPET WITH GALVANIZED ROOFING NAIL AT 6" O.C. FASTEN
INSIDE LEG OF COPING TO PARAPET WITH NEOPRENE GASKETED FASTENERS.
ALL SEAMS TO BE STANDING SEAM. NO LAPS ALLOWED.
13 WRAP MEMBRANE UP UNDER CAP. TYP.
14 ROOF SCUPPER. SEE DETAIL 6/A10.3
15 ROOF DOWNSPOUT TO TIE INTO STORM DRAIN
16 BIRD SPIKES
17 SPLIT FACED CMU, COLOR TO MATCH DARK COLOR SIDING
KEYED NOTES
1 CONCRETE FOOTINGS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS.
2 EXTERIOR CONCRETE WALK WITH SAW CUT JOINTS ONLY. SLOPE 1:48 AWAY
FROM THE BUILDING. SEE SITE PLAN FOR REINFORCEMENT AND LOCATION.
3 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL.
4 OWNER SUPPLIED AND CONTRACTOR/VENDOR INSTALLED ICONS.
5 STONE VENEER (BR�1 SEE COLOR SCHEDULE), SEE DETAIL 3/A�10.4 AND 1/A�7.1
6 SINGLE�PLY ROOFING MEMBRANE OVER RIGID POLYISOCYANURATE
INSULATION, SEE ROOF PLAN AND SPECS. WRAP MEMBRANE UP UNDER
PARAPET CAP, TYP.
7 1�1/2" BATT BOARD; SEE COLOR SCHEDULE AND ELEVATIONS
8 MBCI PRE�FAB, PRE�FINISHED ROOF PANELS. COLOR C�1
9 WRAP MEMBRANE OVER THE WALL AND UNDER ALL OF THE METAL ROOFING.
A2.2 1/4" = 1'�0"
1 REAR ELEVATION
A2.2 1/4" = 1'�0"
2
PARTIAL FRONT WALL REAR
VIEW ELEVATION
ABBREVIATIONS:
C.L. � CENTER LINE OF STRUCTURAL COLUMN.
O.E.M. � OUTSIDE EDGE OF WALL.
A2.2 1 1/2" = 1'�0"
3 CORNICE DETAIL
A2.2
0" 1" 2"
1 2 3 4 5
1 2 3 4 5
A B C D
SCALE
DRAWN BY
CHECKED BY
PROJECT NUMBER
FILE
SEAL
DATE STATUS
DATE REVISION
1/4" = 1'�0"
1/14/2016 11:19:24 AM
A2.1
ARCHITECTURAL
ELEVATIONS
FFKR
FFKR
15072
FORT COLLINS MAVERIK
MULBERRY STREET AND FRONTAGE ROAD
LOT 1, MAVERIK SUBDIVISION FILING NO. 1
FORT COLLINS, COLORADO 80524
01/15/16 PRE DESIGN
A2.1 1/4" = 1'�0"
2 FRONT ELEVATION
KEYED NOTES.
1 CONCRETE FOOTINGS AND FOUNDATIONS, SEE STRUCTURAL DRAWINGS.
2 EXTERIOR CONCRETE WALK WITH SAW CUT JOINTS ONLY. SLOPE 1:48 AWAY
FROM THE BUILDING. SEE SITE PLAN FOR REINFORCEMENT AND LOCATION.
3 SILICON GLAZING SEALANT.
4 STONE VENEER SILL CAP (SEE COLOR SCHEDULE BR�1). SEE DETAIL 3/A�10.4
AND 1/A�7.1
5 PRE�FINISHED METAL FASCIA, COLOR C�1.
6 STOREFRONT WINDOW FRAMING SYSTEM. SEE DETAIL 3/A7.1
7 CAULK ALONG DISSIMILAR MATERIALS.
8 ALUMINUM ENTRY DOOR. SEE DETAIL 2/A7.1
9 PRE�FINISHED METAL SOFFIT, COLOR C�3
10 OWNER SUPPLIED AND CONTRACTOR/VENDOR INSTALLED ICONS.
11 SEE ELECTRICAL PLANS
12 HEAT TRACE THRU DRAIN PIPE, SEE ELECTRICAL PLAN. CONTROL BOX ON
FACADE TO BE CENTERED OVER GUTTER, PAINT TO MATCH E.I.F.S.
13 26 GAUGE PRE�FINISHED METAL GUTTER (COLOR C�2). NO EXTERNAL
DOWNSPOUTS, GUTTER SHALL ATTACH TO INTERNAL DOWNSPOUT WITH
PREFINISHED METAL REDUCER STEM TO ATTACH TO 3" ABS PIPE WITHIN
COLUMN, WITH NO�HUM CONNECTOR, AND OUT FRONT OF STORE UNDER
FRONT SIDEWALK. HEAT TRACE THRU DRAIN PIPE. SEE ELECTRICAL PLAN SEE
ARCHITECTURAL SITE PLAN TO SEE WHERE IT TERMINATES. SEE CIVIL AND
PLUMBING DRAWINGS.
14 FIBER CEMENT BOARD AND BATTEN BB�1; SEE FINISH SCHEDULE
15 MBCI PRE�FAB, PRE�FINISHED ROOF PANELS. COLOR C�1
16 24 GAUGE PRE�FINISHED COPING SECURED TO 24 GAUGE PRE�FINISHED
CONTINUE CONCEALED CLEAT ON OUTSIDE OF PARAPET. FASTEN CLEAT ON
OUTSIDE OF PARAPET WITH GALVANIZED ROOFING NAIL AT 6" O.C. FASTEN
INSIDE LEG OF COPING TO PARAPET WITH NEOPRENE GASKETED FASTENERS.
ALL SEAMS TO BE STANDING SEAM. NO LAPS ALLOWED.
17 MITER AND RETURN TO PARAPET WALL, SEE DETAIL 5/A�10.3
18 FIBER CEMENT BOARD AND BATTEN BB�2; SEE FINISH SCHEDULE
19 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL.
20 HEAVY TIMBER VENEER OVER LIQUID APPLIED AIR BARRIER OVER SHEATHING
OVER METAL FURRING.
21 STEEL GUSSET PLATES. TYPICAL FOR TIMBER CONNECTIONS, POWDER COATED
(VERIFY WITH ARCHITECT); SEE STRUCTURAL
22 WOOD TIMBER COLUMNS AND BEAMS, STAIN BEFORE ASSEMBLING; SEE
ELEVATIONS AND STRUCTURAL DRAWINGS.
23 STONE VENEER (BR�1 SEE COLOR SCHEDULE), SEE DETAIL 3/A�10.4 AND 1/A�7.1
24 BIRD SPIKES
ABBREVIATIONS:
C.L. � CENTER LINE OF STRUCTURAL COLUMN.
O.E.M. � OUTSIDE EDGE OF WALL.
A2.1
3 BUILDING PERSPECTIVE1
F
C.L.
F
C.L.
G
O.E.W.
G
O.E.W.
1
C.L.
1
C.L.
2
O.E.W.
2
O.E.W.
3
O.E.W.
3
O.E.W.
2.2
O.E.W
2.2
O.E.W
A10.1
2
TYP.
OF 9
TYP. 6
LOCATIONS AT
RETAIL AREA
A9.1
12
A5.1
5
A9.3
2
A9.2
10
14
12
2 3
10 5 6
7
4
13
13
LOCKABLE
NOT LOCKABLE
2 2
3
A
4
1
A4.1
2
A4.1
5
A4.2
6
A4.2
3
A4.1
4
A4.2
A10.4
1
2
A3.1
2
A3.1
30º BEER COOLER
STORAGE
116
BON�FIRE GRILL
A2.5
7
2
4
3
A2.6
5
6
7
A2.7
10
9
A2.6
4
3
2
1
A2.7
3
2
1
4
A2.7
6
7
8
5
A2.5
6
5
1
1
11
11
2
3
4
5
2
6
6
6
5 5
5
9 8 7
1
10
2
11
12
13
14
14
15
15
A2.5
1
11
13
A9.4
6
A9.2
4
16
16
16
1 1
4' � 6"
A9.2
8
3' � 9 7/8"
ALL PENETRATIONS IN CABINETRY TO BE CAULKED AND SEALED.
CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE CONCRETE FLOOR AND GLASS
DURING CONSTRUCTION.
SEE EQUIPMENT PLAN � SHEET A1.5 WALL TYPES AND PLAN ON SHEETS A8.2, A8.3, A8.4, &
A1.8.
G.C. TO DIRECT STRUCTURAL QUESTIONS TO ARCHITECT.
TAPE ONLY ON GYPSUM BOARD ON UNEXPOSED WALL BETWEEN REFRIGERATION PANEL
WALLS AND EXTERIOR BEARING WALL.
DO NOT SEAL THE FLOOR IN THE BEVERAGE COOLER AND THE BEER COOLER AREAS.
A
GENERAL NOTES
B
C
E
D
F
0" 1" 2"
1 2 3 4 5
1 2 3 4 5
A B C D
SCALE
DRAWN BY
CHECKED BY
PROJECT NUMBER
FILE
SEAL
DATE STATUS
DATE REVISION
As indicated
1/14/2016 11:19:16 AM
A1.2
FLOOR PLAN
FFKR
FFKR
15072
FORT COLLINS MAVERIK
MULBERRY STREET AND FRONTAGE ROAD
LOT 1, MAVERIK SUBDIVISION FILING NO. 1
FORT COLLINS, COLORADO 80524
01/15/16 PRE DESIGN
A1.2 1/4" = 1'�0"
1 FLOOR PLAN
KEYED NOTES.
15 STEEL COLUMNS, SEE STRUCTURAL.
16 ROOF DRAIN TO TIE INTO STORM DRAIN SYSTEM.
KEYED NOTES.
1 FOUNDATION WALL SHALL ALIGN WITH STONE VENEER TO SUPPORT THE
STONE, SEE STRUCTURAL AND SLAB PLAN.
2 CANOPY ROOF DRAIN. NO PIPE JOINTS BELOW FINISHED FLOOR, SEE CIVIL
DRAWINGS. PROVIDE HEAT TRACE THRU PIPE, SEE ELECTRICAL &
PLUMBING DRAWINGS.
3 STAINLESS STEEL EXHAUST HOOD AND SKIRT. SEE HVAC DRAWINGS FOR
FABRICATOR. ALIGN WITH TOP OF TILE.
4 5/8" TYPE "X" GYP. BOARD SURFACE ATTACHED TO COOLER WALL,
CONTINUOUS TO DECK SEE 7/A10.1.
5 METAL STUD FRAMING FURR OUT (FROM TOP OF FOUNDATION WALL TO
TOP OF PARAPET WALLS).
6 LINE OF CANOPY ROOF ABOVE (SEE A1.6).
7 TUBULAR STEEL BETWEEN COLUMNS. SEE STRUCTURAL DRAWINGS.
8 SOLID SURFACE SILL. SEE 1/A7.1.
9 STOREFRONT WINDOW FRAMING SYSTEM, SEE WINDOW SCHEDULE ON
SHEET A7.1.
10 STUB UP P.O.S. CABLING FROM OFFICE TO P.O.S. STATION.
11 2X SUPPORT BLOCKING, CONT. AS REQUIRED FOR FIXTURES.
12 DASHED LINE INDICATES SKYLIGHT ABOVE. SEE REFLECTED CEILING PLAN.
13 RESTROOM (MEN'S AND WOMEN'S) WALL MOUNTED SIGN WITH
ACCESSIBILITY SYMBOL.
14 ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS AND ELECTRICAL ROOM
ELEVATIONS.
ABBREVIATIONS:
C.L. � CENTER LINE OF STRUCTURAL COLUMN.
O.E.W. � OUTSIDE EDGE OF WALL.