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FINISH FLOOR100' - 0"
FINISH FLOOR100' - 0"
T.O. PARAPET 1118' - 6"
T.O. PARAPET 1118' - 6"
13457
T.O. PARAPET 2120' - 0"
T.O. PARAPET 2120' - 0"
TIMBER BEAM BEARING120' - 0"
TIMBER BEAM BEARING120' - 0"
T.O. ROOF127' - 9 1/2"
T.O. ROOF127' - 9 1/2"
WAINSCOT104' - 0"
WAINSCOT104' - 0" WAINSCOT 1
104' - 6"
WAINSCOT 1104' - 6"
FRONT TRUSS BEARING114' - 9"
FRONT TRUSS BEARING114' - 9"
TIMBER SOFFIT111' - 0"
TIMBER SOFFIT111' - 0"
A2
A3.1
A10.3
A5
06.04
05.05
10.07
06.06
05.08 06.05
06.02
05.08
C3
A10.3
06.05
05.04 05.05
05.04
06.30
03.08
04.02 04.01
06.02 03.08 08.0708.03
06.17
04.0104.02
05.11
05.06
06.02
26.09
06.02
05.05 05.04
05.04
06.30
06.17
05.08
06.05
C3
A10.3
06.0406.02
06.05
06.06 05.08
06.04
08.03 08.07 03.0806.02 10.43 03.08
04.02 04.01
B2
A10.1
06.04
2"
1"
0"
54321
54321
DC
BA
REFERENCE NOTES
DATE REVISION
www.ffk r.com
www.ffk r.com
www.ffk r.com
www.ffk r.com
05/ 16/2 016 J WS
PROJECT NUMBER
9/1
9/2
017
2:2
1:1
9 P
M
A2.1
EXTERIORELEVATIONS
MA
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JR
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Ente
r addre
ss h
ere
PR
ELIM
INA
RY
Issue D
ate
Ow
ner
15000
SCALE: 1/4" = 1'-0"A1
FRONT ELEVATION
SCALE:C1
BUILDING PERSPECTIVE
03.08 CONCRETE FOOTINGS ANDFOUNDATIONS, SEE STRUCTURALDRAWINGS
04.01 STONE VENEER (BR-1 SEE SCHEDULE)INSTALL PER MANUFACTURESGUIDELINES
04.02 STONE VENEER SILL CAP (BR-1)
05.04 PRE-FINISHED GUTTER (COLOR C-2)
05.05 MBCI PRE-FINISHED ROOF, 1-3/4"STANDING SEAM, COLOR C-1
05.06 STEEL GUSSET PLATES AND BOLTS,POWDER COATED BLACK, SEESTRUCTURAL DRAWINGS
05.08 24 GAUGE PRE-FINISHED COPINGSECURED TO 24 GAUGE PRE-FINISHEDCONTINUOUS CONCEALED CLEAT ONOUTSIDE OF PARAPET. FASTEN CLEATON OUTSIDE OF PARAPET W/ GALVANIZEDROOFING NAIL AT 6" O.C. FASTEN INSIDELEG OF COPING TO PARAPET W/NEOPRENE GASKETED FASTNERS. ALLSEAMS TO BE STANDING SEAM, NO LAPSALLOWED.
05.11 PRE-FINISHED METAL EAVE FLASHING BYROOF MANUFACTURER, COLOR C-1
06.02 TIMBER COLUMNS/BEAMS, STAIN INCONTROLED ENVIRONMENT (NOT ONSITE) SEE STRUCTURAL DRAWINGS
06.04 FIBER CEMENT BOARD & BATTEN SIDING,BB-2, SEE SCHEDULE
06.05 FIBER CEMENT BOARD & BATTEN SIDING,BB-1, SEE SCHEDULE
06.06 FIBER CEMENT TRIM BB-3, SEE SCHEDULE
06.17 1" CHAMFER AT EDGE OF ALL TIMBER ENDCUTS
06.30 2X TIMBER FASCIA
08.03 ALUMINUM STOREFRONT SYSTEM (AST-1),SEE SCHEDULES
08.07 DOOR, SEE SCHEDULE
10.07 BIRD SPIKE
10.43 KNOX BOX, VERIFY LOCATION W/ FIREDEPT.
26.09 SIGN BY SIGANGE SUPPLIER "MAVERIK",SEE ELECTRICAL DRAWINGS
A2.3
C2
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OT
YP
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Ente
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PR
ELIM
INA
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Issue D
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MAVERIK
6280 W
OO
DM
EN
PA
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VIE
W
PR
ELIM
INA
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05/0
1/1
7
CO
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RA
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0923
09/1
9/17
SEC
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& M
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TY, C
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RAD
O
FINISH FLOOR100' - 0"
FINISH FLOOR100' - 0"
T.O. PARAPET 1118' - 6"
T.O. PARAPET 1118' - 6"
1 3 4 5 7
T.O. PARAPET 2120' - 0"
T.O. PARAPET 2120' - 0"
TIMBER BEAM BEARING120' - 0"
TIMBER BEAM BEARING120' - 0"
T.O. ROOF127' - 9 1/2"
T.O. ROOF127' - 9 1/2"
WAINSCOT104' - 0"WAINSCOT
104' - 0"
WAINSCOT 1104' - 6"
WAINSCOT 1104' - 6"
REAR TRUSS BEARING113' - 9"
REAR TRUSS BEARING113' - 9"
FRONT TRUSS BEARING114' - 9"
FRONT TRUSS BEARING114' - 9"
TIMBER SOFFIT111' - 0"
TIMBER SOFFIT111' - 0"
A2
A3.1
MA
X
17
' -
6"
06.04
06.06
06.05
10.01
04.02 04.01
06.05
05.08
05.08
06.06
06.04
03.0803.08
T.O. PARAPET 1118' - 6"
T.O. PARAPET 1118' - 6"
3 4 5 7
T.O. PARAPET 2120' - 0"
T.O. PARAPET 2120' - 0"
TIMBER BEAM BEARING120' - 0"
TIMBER BEAM BEARING120' - 0"
T.O. ROOF127' - 9 1/2"
T.O. ROOF127' - 9 1/2"
FRONT TRUSS BEARING114' - 9"
FRONT TRUSS BEARING114' - 9"
05.05
05.1105.0807.04
07.01
07.04 05.08 07.04
05.08
2"
1"
0"
54321
54321
DC
BA
DATE REVISION
www.ffk r.com
www.ffk r.com
www.ffk r.com
www.ffk r.com
05/ 16/2 016 J WS
PROJECT NUMBER
REFERENCE NOTES GENERAL NOTES
9/1
9/2
017
2:2
1:2
6 P
M
A2.2
EXTERIORELEVATIONS
MA
VE
RIK
JR
PR
OT
OT
YP
E
Ente
r addre
ss h
ere
PR
ELIM
INA
RY
Issue D
ate
Ow
ner
15000
SCALE: 1/4" = 1'-0"C1
REAR ELEVATION
SCALE: 1/4" = 1'-0"A1
PARTIAL FRONT WALL REAR VIEW ELEVATION
05.11 PRE-FINISHED METAL EAVE FLASHING BY ROOF MANUFACTURER,COLOR C-1
06.04 FIBER CEMENT BOARD & BATTEN SIDING, BB-2, SEE SCHEDULE
06.05 FIBER CEMENT BOARD & BATTEN SIDING, BB-1, SEE SCHEDULE
06.06 FIBER CEMENT TRIM BB-3, SEE SCHEDULE
07.01 SINGLE-PLY ROOFING MEMBRANE OVER 5"(MIN) POLYISOCYANURATEINSULATION, OVERLAP JOINTS, SEE SPECIFICATIONS AND COMCHECKCALCS.
07.04 WRAP MEMBRANE UP UNDER CAP, OVER WALL, AND UNDER THE METALROOFING
10.01 ROOF ACCESS LADDER W/ SECURITY GATE
03.08 CONCRETE FOOTINGS AND FOUNDATIONS, SEE STRUCTURALDRAWINGS
04.01 STONE VENEER (BR-1 SEE SCHEDULE) INSTALL PER MANUFACTURESGUIDELINES
04.02 STONE VENEER SILL CAP (BR-1)
05.05 MBCI PRE-FINISHED ROOF, 1-3/4" STANDING SEAM, COLOR C-1
05.08 24 GAUGE PRE-FINISHED COPING SECURED TO 24 GAUGEPRE-FINISHED CONTINUOUS CONCEALED CLEAT ON OUTSIDE OFPARAPET. FASTEN CLEAT ON OUTSIDE OF PARAPET W/ GALVANIZEDROOFING NAIL AT 6" O.C. FASTEN INSIDE LEG OF COPING TO PARAPETW/ NEOPRENE GASKETED FASTNERS. ALL SEAMS TO BE STANDINGSEAM, NO LAPS ALLOWED.
A2.3
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Ente
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Issue D
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Ow
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MAVERIK
6280 W
OO
DM
EN
PA
RK
VIE
W
PR
ELIM
INA
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05/0
1/1
7
CO
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0923
09/1
9/17
SEC
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& M
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TY, C
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RAD
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FINISH FLOOR100' - 0"
FINISH FLOOR100' - 0"
T.O. PARAPET 1118' - 6"
T.O. PARAPET 1118' - 6"
F C A
T.O. PARAPET 2120' - 0"
TIMBER BEAM BEARING120' - 0"
T.O. ROOF127' - 9 1/2"
T.O. ROOF127' - 9 1/2"
WAINSCOT104' - 0"
WAINSCOT104' - 0"
WAINSCOT 1104' - 6"
WAINSCOT 1104' - 6"
REAR TRUSS BEARING113' - 9"
FRONT TRUSS BEARING114' - 9"
B
TIMBER SOFFIT111' - 0"
TIMBER SOFFIT111' - 0"
03.08
04.02 04.01
05.08
06.04
06.06
06.05 06.04 06.05 06.04
03.08
04.02 04.0104.0104.01 04.01
05.05
05.11
06.17
05.04
06.02
G
FINISH FLOOR100' - 0"
FINISH FLOOR100' - 0"
T.O. PARAPET 1118' - 6"
T.O. PARAPET 1118' - 6"
FECA
T.O. PARAPET 2120' - 0"
TIMBER BEAM BEARING120' - 0"
TIMBER BEAM BEARING120' - 0"
T.O. ROOF127' - 9 1/2"
T.O. ROOF127' - 9 1/2"
WAINSCOT104' - 0"
WAINSCOT104' - 0"
WAINSCOT 1104' - 6"
WAINSCOT 1104' - 6"
REAR TRUSS BEARING113' - 9"
FRONT TRUSS BEARING114' - 9"
B
TIMBER SOFFIT111' - 0"
TIMBER SOFFIT111' - 0"
05.05
05.04
06.17
06.02
06.04 06.05
05.08 06.06
06.05 06.04
10.01
03.0808.0708.07
04.0104.0204.0104.02
G
05.05 06.0205.06
04.01
2"
1"
0"
54321
54321
DC
BA
REFERENCE NOTES
DATE REVISION
www.ffk r.com
www.ffk r.com
www.ffk r.com
www.ffk r.com
05/ 16/2 016 J WS
PROJECT NUMBER
9/1
9/2
017
2:2
1:3
0 P
M
A2.3
EXTERIORELEVATIONS
MA
VE
RIK
JR
PR
OT
OT
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E
Ente
r addre
ss h
ere
PR
ELIM
INA
RY
Issue D
ate
Ow
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15000
SCALE: 1/4" = 1'-0"C2
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"A2
LEFT ELEVATION
03.08 CONCRETE FOOTINGS ANDFOUNDATIONS, SEE STRUCTURALDRAWINGS
04.01 STONE VENEER (BR-1 SEE SCHEDULE)INSTALL PER MANUFACTURESGUIDELINES
04.02 STONE VENEER SILL CAP (BR-1)
05.05 MBCI PRE-FINISHED ROOF, 1-3/4"STANDING SEAM, COLOR C-1
05.06 STEEL GUSSET PLATES AND BOLTS,POWDER COATED BLACK, SEESTRUCTURAL DRAWINGS
05.08 24 GAUGE PRE-FINISHED COPINGSECURED TO 24 GAUGE PRE-FINISHEDCONTINUOUS CONCEALED CLEAT ONOUTSIDE OF PARAPET. FASTEN CLEATON OUTSIDE OF PARAPET W/ GALVANIZEDROOFING NAIL AT 6" O.C. FASTEN INSIDELEG OF COPING TO PARAPET W/NEOPRENE GASKETED FASTNERS. ALLSEAMS TO BE STANDING SEAM, NO LAPSALLOWED.
06.02 TIMBER COLUMNS/BEAMS, STAIN INCONTROLED ENVIRONMENT (NOT ONSITE) SEE STRUCTURAL DRAWINGS
06.04 FIBER CEMENT BOARD & BATTEN SIDING,BB-2, SEE SCHEDULE
06.05 FIBER CEMENT BOARD & BATTEN SIDING,BB-1, SEE SCHEDULE
06.06 FIBER CEMENT TRIM BB-3, SEE SCHEDULE
06.17 1" CHAMFER AT EDGE OF ALL TIMBER ENDCUTS
08.07 DOOR, SEE SCHEDULE
10.01 ROOF ACCESS LADDER W/ SECURITYGATE
A2.3
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Issue D
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MAVERIK
6280 W
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05/0
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0923
09/1
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GRID
12' - 0"
TYP.
28' - 0"
TYP.
28' - 0"
TYP.
28' - 0" 12' - 0"
3' - 0" 7' - 0" 97' - 10 1/2"
GRID GRID GRID
2' -
6"
FINISHED FLOOR100' - 0"
TOP OF BOLLARDS103' - 6"
BOTTOM OF FASCIA116' - 0"
TOP OF CANOPY119' - 3"
2' - 0"
03.10
32.14
09.17
26.07
05.12
05.12
05.12
26.08
TYP. SLOPESEE CIVIL
TYP. SLOPESEE CIVIL
TYP. SLOPESEE CIVIL
TYP. SLOPESEE CIVIL
TYP. SLOPESEE CIVIL
TYP. SLOPESEE CIVIL
T.O. PEAK122' - 9"
FINISHED FLOOR100' - 0"
TOP OF BOLLARDS103' - 6"
BOTTOM OF FASCIA116' - 0"
TOP OF CANOPY119' - 3"
6"3"
TYP. SLOPESEE CIVIL
TYP. SLOPESEE CIVIL
03.10
32.14
32.21
10.10
10.09
HANDICAP
ASSISTANCE
AVAILABLE
32.17
32.19
09.17
05.12
05.12 05.12
T.O. PEAK122' - 9"
GRID
2' - 6"
1' - 2"
OPEN TO BELOW(PUMP ACCESS)
TYP. SLOPESEE CIVIL
TYP. SLOPESEE CIVIL
TYP. SLOPESEE CIVIL
TYP. SLOPESEE CIVIL
3' - 8"4' - 7"6' - 4 1/2"
32.15
32.14
32.1532.15
10.0932.1732.19
10.10
03.1032.20
2"
1"
0"
54321
54321
DC
BA
REFERENCE NOTES
DATE REVISION
www.ffk r.com
www.ffk r.com
www.ffk r.com
www.ffk r.com
05/ 16/2 016 J WS
PROJECT NUMBER
9/1
9/2
017
2:2
1:3
1 P
M
A2.4
CANOPYELEVATIONS
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PR
ELIM
INA
RY
Issue D
ate
Ow
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15000
SCALE: 1/4" = 1'-0"C1
FUEL DISPENSING CANOPY STREET ELEVATION
SCALE: 1/4" = 1'-0"A4
CANOPY END ELEVATIONSCALE: 1/2" = 1'-0"A1CANOPY COLUMN PLAN
03.10 6" RAISED CONCRETE ISLAND W/ TOOLEDEDGES AND CORNERS. VERIFY SIZE W/DISPENSER SUPPLIER +/-5'-0" X 3'-0" (NOMETAL FORM)
05.12 ALUMINUM COMPOSITE METAL PANEL
09.17 GRAPHICS (PROVIDED BY OWNER) OVERMETAL PANEL COLUMN CLADDING
10.09 4A:40 BC FIRE EXTINGUISHER W/BRACKET, LOCATE WITHIN 75' OF ALLPUMPS, DISPENSERS, OR STORAGE TANK.LOCATION TO BE FINALIZED BY FIREMARSHAL
10.10 DISPENSING STATATION, VERIFY SIZEWITH SUPPLIER
26.07 ALL LIGHT FIXTURES (NOT SHOWN) TO BEFLUSH MOUNTED WITHIN THE DECKPANEL SOFFIT (SOFFIT COLOR P-7) SEEELECTRICAL DRAWINGS
26.08 LED BACKLIT SIGN, RED LETTERS, FLUSHMOUNT BY CANOPY MANUFACTURER.SIGN AND "DOG HOUSE" TO BE LOCATEDON CANOPY CORNER CLOSEST TOSTREET CORNER (VERIFY W/ OWNER).SIGN PERMIT TO BE PROVIDED BYSIGNAGE SUPPLIER.
32.14 4" DIAMETER "U" BOLLARD, SET ANDFILLED W/ CONCRETE
32.15 EXPANSION JOINTS, TO BE FILLED W/ "JETFUEL RESISTANT" SEALANT, SEE CIVILDRAWINGS
32.17 ADA "ASSISTANCE AVAILABLE" SIGN
32.19 S.S.I. (WINDOW WASH/PAPER TOWEL)PROVIDED BY OWNER INSTALLED BYCONTRACTOR, MOUNTED TO COLUMNPER ADA REQUIREMENTS (4'-0" A.F.F. TOPAPER TOWEL FOLD)
32.20 OPW DISPENSER CONTAINMENT SUMPABOVE
A2.3
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Issue D
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MAVERIK
6280 W
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INA
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05/0
1/1
7
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0923
09/1
9/17
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& M
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