12-101630 (2)I
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BLOCK - SOFTER TAN
PORTAL STUCCO - LATTE
STOREFRONT PORTAL STUCCO - KAFFE
STOREFRONT PORTAL FLASHING - KAFFE
BUILDING FLASHING - SOFTER TAN
PORTAL FLASHING - LATTE
STONE - RUSTIC LEDGESTONE
STOREFRONT / CANOPY - O'REILLY GREEN
1 I WEST ELEVATION
CE 1 J SCALE: 1/8" = 1'-0"
2 1 SOUTH ELEVATION
CE1 I SCALE: 1/8" = 1'-0"
3 1 EAST ELEVATION
CE1 JSCALE: 1/8" = V-0"
1 :
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I POINT OF BEGINNING FOR SITE 34720 PACIFIC HIGHWAYS. o
-o�� 10 ' DEVELOPMENT LAYOUT PARALLEL T.L. NO. 202104-9065 `�
AND PERPENDICULAR TO WEST
I ,? i PROPERTY LINE (N 22°49'23- E)
W VACANT
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BOUNDARY LINE ADJUSTMENT NO. 99-0005,
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1 SITE DEVELOPMENT PLAN
C2 SCALE: 1' = 20'
0 w 40 60
GRAPH16 66AL.E - FEET
pNE CAQ
OOI qk�;�
yOJ
\<< BEFDR�
CONb I
REFER TO LANDSCAPE
PLANS FOR PLANTINGS
�RPSN
L�
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SYMBOLS LEGEND
REFER TO SURVEY FOR EXISTING
CONDITION SYMBOLS LEGEND
�I_A
NEW BUILDING CONSTRUCTION
-d
-4
G p .G
G
AREA OF CONCRETE
................
.... . ......
AREA OF PAVING
NEW POLE SIGN LOCATION
NEW CONCRETE PAVING BLOCK
NEW LIGHT POLE LOCATION
®-�
NEW MASONRY FENCE
CONSTRUCTION
GENERAL NOTES
A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
B. ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE
OR PROPERTY LINE UNLESS OTHERWISE NOTED. CONTRACTOR
TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION
PRIOR TO SUBMITTING BID AND STARTING CONSTRUCTION.
C. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT
DRAWINGS.
D. REFER TO STRUCTURAL PLANS FOR DEVELOPMENT OF SIDEWALKS
ADJACENT TO FOUNDATIONS.
KEY NOTES:
OCONCRETE PAVING:
REFER TO DETAIL 1/C3.
ALTERNATE #1:
ASPHALT PAVING REFER TO DETAIL 2/C3.
REFER TO PROJECT MANUAL.
O CONCRETE PAVING:
REFER TO DETAIL 1/C3.
O CONCRETE CURB:
REFER TO DETAIL 3/C3.
4O CONCRETE SIDEWALK:
REFER TO DETAIL 41C3.
O CONCRETE DOOR LANDING:
REFER TO DETAIL 4/C3 AND STRUCTURAL DETAILS. RAMP PAVING
AS INDICATED. LANDING CAN BE POURED MONOLITHIC IF
CONCRETE PAVING IS USED.
6O STEEL BOLLARD:
REFER TO DETAIL 61C3. PROVIDE (2) AT TRASH PAD AND
OVERHEAD DOOR, PROVIDE (9) AT SIDEWALK. REFER TO
STRUCTURAL PLAN FOR LOCATION.
7O HANDICAP PARKING SIGN:
REFER TO DETAIL 7/C3.
O CONCRETE HANDICAP RAMP:
REFER TO DETAIL 9/C3.
O9 HANDICAP PARKING SYMBOL:
REFER TO DETAIL 5/C3.
10 HANDICAP ACCESS UNLOADING ZONE:
SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND STRIPE AS
SHOWN.
11 CONCRETE HANDICAP RAMP:
REFER TO DETAIL 13/C3.
12 6 -0 TALL SPLIT FACE BLOCK ENCLOSURE AND WOOD GATE WITH
PRE -CAST CONCRETE CAP. BLOCK IS TO BE FIELD PAINTED
SHERWIN WILLIAMS "SOFTER TAN" TO MATCH BLOCK COLOR ON
BUILDING. REFER TO DETAIL 11/C3 AND STRUCTURAL FOR
ADDITIONAL INFORMATION.
13 CONCRETE BUMPER BLOCK:
811w x 5"h x 6'-0" LONG CONCRETE. ANCHOR TO PAVING WITH (2 )
1'-6" LONG #4 REBAR (TO SIT LEVEL WITH PAVING).
14 PARKING LOT LIGHTING:
REFER TO SITE UTILITIES PLAN FOR LOCATION AND TYPE.
15 LIMITS OF NEW PAVING:
MATCH EXISTING PER CITY AND OR STATE STANDARDS.
16 ROLL DOWN CURB:
TERMINATE AND ROLL DOWN NEW CURB WHERE INDICATED. ROLL
DOWN AT 1:2.
17 CONCRETE CURB:
NEW CONCRETE CURB TO MATCH EXISTING ADJACENT CURB.
18 STRIPING:
PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN. USE
HIGHWAY MARKING PAINT - YELLOW (2 COATS)
19 CURB CUT:
36" CURB OPENING. REFER TO SHEET C1.
20 MONUMENT SIGN LOCATION:
SIGN FURNISHED AND INSTALLED BY OWNER. REFER TO SITE
UTILITIES PLAN AND STRUCTURAL FOR DETAILS.
21 CONCRETE DRIVE APRON:
TO BE INSTALLED PER CITY AND OR STATE DESIGN STANDARDS. IF
NO STANDARDS PROVIDE CONCRETE PAVING CONSTRUCTION AS
SHOWN ON DETAIL 1/C3.
22 STAMPED CONCRETE WALKWAY: PAVING TO BE INTEGRALLY
COLORED (COLOR TO BE SELECTED BY O'REILLY
REPRESENTATIVE) WITH STAMPED PATTERN EQUAL TO
"HERRINGBONE USED BRICK" BY CALICO CONSTRUCTION
PRODUCTS (800) 221-9469. REFER TO DETAIL 4/C3 SIMILAR.
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DATE: 00-00-00
REVISION
DATE:
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85'-0"
1
2
3
8"
25'-0"
30'4"
30'-0"
6'-0"
21'-8"
6'-0"
23'4"
6'-0" 2114"
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REST RM. - 6
S61 REST RM. 13REAK OFFICE 4 0
145 iO4 Q O � 103 Al AREA 102
U) M
0 " 0w 5 3 PARTS AREA "C"
105
4 16"
6-10 8-10 13-08-0 46-71/2
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PARTS AREA "B"
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II 5
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1 A5 3
A5 4 A5
A5
3
32'-0 1/2"
NOTE: PILASTER
DIMENSIONS ARE
4 THE SAME ON
NORTH AND
8'
SOUTH SIDES OF
6'-0" THE BUILDING.
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TYP
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(ABOVE) BOVE) 6Al 00
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2 1
4.1 1 A4.1
A3 CONST
N N
AMR
i N
'-9 1 r2"
1 FLOOR PLAN
Al SCALE: 1/0"
WALL TYPES:
1. PROVIDE FIRE STOPPING AND FIRE SEALANT MATERIALS AS REQUIRED AT ALL RATED WALL CONSTRUCTION
MATERIAL TRANSITIONS AND PENETRATIONS. RATING TO BE EQUAL TO RATED WALL ASSEMBLY.
2. PROVIDE DIAGONAL BACKING BRACING (3" X 16 GA. FLAT STRIP) AT CORNER FACES OF FREE STANDING
PARTITION SYSTEMS.
3. PROVIDE MOISTURE RESISTANT TYPE " X " GYPSUM BOARD IN REST ROOMS.
4. PROVIDE " J " MOLDING REGLETS OR CORNER BEAD AT ALL DISSIMILAR WALL MATERIAL TRANSITIONS.
5. EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE DEVELOPMENT RATING OF 0-450.
CONCEALED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-75 AND A SMOKE DEVELOPMENT RATING OF 0-450.
1 1/2" METAL Z-FURRING 1 1/2" METAL Z-FURRING
CHANNELS @ 24" O.C. CHANNELS @ 24" O.C. WITH 1
WITH 1 1/2" T12
O 12EXTRUDED 1/2" EXTRUDED POLYSTYRENE CONT.STUDS
POLYSTYRENE (R-7.5) (R-7.5) INSULATION BETWEEN T'-6" A.F.F.
INSULATION BETWEEN
8 x 8 x 16 SMOOTH FACE CMU 5/8" TYPE 'X' GYP. BD.
8x8x16 ON (1) SIDE TO 12--0"
SPLIT FACE CMU 5/8" EXT. FIBERGLASS OFF FINISH FLOOR.
5/8" TYPE GYP BD. TO REINFORCED SHEATHING W/
BOTTOM OF ROOF DECK1--,PORTLAND
CONT. WEATHER BARRIER 3-5/8" (25 GA.) MTL.
CEMENT STUDS AT 24" O.C.
STUCCO
M81 IA82 5/8" TYPE'X' GYP BD. TO S41
BOTTOM OF ROOF DECK
CONT. STUDS TO ROOF CONT. STUDS TO CONT. STUDS TO ROOF CONT. STUDS TO 8'-6"
FRAMING ABOVE 8'-6" A.F.F. FRAMING ABOVE A.F.F.
5/8" TYPE IX' GYP. BD. EACH 5/8"5/8" TYPE W GYP. BD. EACH 8 x 8 x 16
SIDE. TO ROOF DECK ON BD. EACHTYPE S' GYP. SIDE. TO ROOF DECK ON SPLIT FACE CMU
PARTS AREA "B" & "C". TO BD. EACH SIDE PARTS AREA "B" & "C". 3-5/8" (25 GA.) MTL.
12'-0" OFF FINISH FLOOR 3-5/8" (25 GA.) MTL. TO 12'-0" OFF FINISH FLOOR STUDS AT 24" O.C.
ON PARTS AREA "A"• STUDS AT 24" O.C. ON PARTS AREA "A". 3 1/2" UNFACED BATT.
3-5/8" (25 GA.) MTL. 3 1/2" UNFACED 3-5/8" (20 GA.) SOUND INSULATION
STUDS AT 24" O.C. GATT. SOUND MTL. STUDS AT 5/8" TYPE'X' GYP. BD.
S42 S43 INSULATION S44 24" O.C. S45
S61
CONT. STUDS
TO 8'-6" A.F.F.
5/8" TYPE 'X' GYP.
BD. EACH SIDE
6" (25 GA.) MTL
STUDS AT 24" O.C.
3 1/2" UNFACED
BATT. SOUND
INSULATION
3 5/8" (14 GA.)
TOP TRACK
(2) 3/8" 1
12 SELF
TAPPINi
SCREW
PURLIN
FASTEN
TRACK+
EACH P1
3/8" TEC
TAPPWi
KICKER;
GA.) ME
@ 4'-0"
(2) 3/8" l
SELF Tj
SCREW
HEADEF
5/8" (20
STUDS
(2) 2X FI
TREATE
CONTIN
BLOCKII
12
JG
/ALL RUNS
"O ROOF PURLINS
)NTINUOUS STUDS
TOP TRACK
TAPPING SCREW
fICAL STUD /TOP
ITION
EACH PURLIN
2 HEADER WALL SECTION
Al SCALE: 1/2" = 1'4"
FASTEN 3 5/8" (20 GA.) TRACK @ 24" O.C.
TO EACH PURLIN W/ (2) 3/8" TECH 12
SELF- TAPPING SCREWS.
PURLIN
TECH 12
SCREW
DEFLECTION
CHANNEL
11 V-6"
LAY-IN-CLG
ACOUSTICAL TILE
CEILING IN PARTS
AREA "A" RM 100
3 5/8" (25 GA.)
MTL. STUDS
5/8" GYP.
BOARD
SEALED POLISHED CONCRETE
CONCRETELLI
PARTS AREA "A"
3 INTERIOR WALL SECTION
Al SCALE: 1/2" = V-W
GENERAL NOTES:
A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
B. REFER TO COVER SHEET FOR BUILDING DESIGN CRITERIA.
C. REFER TO P.E.M.B. DRAWINGS FOR ADDITIONAL REQUIREMENTS.
D. ALL DIMENSIONS TO ROUGH FACE OF ROUGH FRAMING, CONCRETE
OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED.
3-5/8" METAL STUD INTERIOR PARTITION DIMENSIONS NOT SHOWN
FOR CLARITY.
E. REFER TO SHEET F1 FOR INTERIOR FINISH REQUIREMENTS AND
OWNER FURNISHED AND INSTALLED FIXTURES AND EQUIPMENT.
KEY NOTES:
1O STEEL COLUMN:
PER METAL BUILDING MFG.
GC TO PROVIDE PRE -FINISHED BREAK METAL MATCHING ALUMINUM
STOREFRONT FINISH AND COLOR WITH NO HORIZONTAL SEAM.
OSTEEL COLUMN:
PAINT O'REILLY GREEN.
OFLOOR SAFE:
OWNER FURNISHED AND CONTRACTOR INSTALLED. SIZE TO BE
VERIFIED BY OWNER. PROVIDE 18" X 18" BLOCK OUT & DO NOT
INSTALL UNTIL AFTER OFFICE GYP. BD. WORK HAS BEEN COMPLETE.
REFER TO STRUCTURAL SHEETS FOR LOCATION.
OFIRE EXTINGUISHER:
MOUNT 42" ABOVE FINISHED FLOOR.
OSHOWROOM CORNER BOX OUT:
INSTALL PLYWOOD BACKING TO EACH FACE FROM 8'-0" TO 10'-0"
A.F.F. FOR INSTALLATION OF SECURITY MIRRORS.
6O INTERNAL DOWNSPOUT:
6" PVC DOWNSPOUT BY GENERAL CONTRACTOR. REFER TO
ELEVATIONS FOR MORE INFORMATION.
NOTE:
G.C. TO REVIEW METAL BUILDING ERECTION DRAWINGS BEFORE
CONSTRUCTION BEGINS TO CONFIRM THAT ANY ROD BRACES SHOWN
IN THOSE DRAWINGS WILL NOT INTERFERE WITH CLEARANCES,
ACCESSORIES OR PLUMBING FIXTURES SHOWN IN REST ROOMS. G.C.
TO NOTIFY O'REILLY REPRESENTATIVE AND ARCHITECT IF THEY
BELIEVE THAT THERE MIGHT BE A CONFLICT. IF THERE IS SUCH A
CONFLICT, INSTALL 6" STUD WALL AGAINST EXTERIOR WALL TO
ENCAPSULATE RODS (PLUMBING FIXTURES AND WALL OPPOSITE
EXTERIOR WALL TO SHIFT TO ALLOW FOR THIS 6" WALL AS WELL).
CORNER 6" MTL. STUDS (20 GA) @ 24"
BEAD O.C. W/ (1) LAYER OF 5/8"
TYPE "X GYP. BD. EA. SIDE
1X4 WOOD TRIM (PAINT_. • .. . 9'-0"
GRADE PINE) ATTACHED TO T.O.W.
METAL STUD FRAMING WITH
TECH 12 SCREWS AT 24"
O.C. SET FLUSH. PAINT R-19 UNFACED
EXPOSED SURFACES TO BATT INSULATION
MATCH WALL FINISH. .�
REFER TO FLOOR PLAN
FOR WALL TYPES.
PROVIDE MOISTURE RESISTANT
GYP. BD. @ALL WET LOCATIONS.
4 WALL / CEILING SECTION
Al SCALE: 1.1/2" = V-W
DBL. 3 5/8" X (20 GA.)
MTL. STUDS @ C.J.
AS SHOWN.
6" (1) PIECE
VEE-SHAPED SLOT
CONTROL JOINT @ BOTH
SIDES OF HEADER
5 GYP. BOARD C.J.
Al SCALE: 1.1/2" = 1'-O"
REQ'D. CLEAR SPACE REQ'D. CLEAR SPACE
.-6„ PROVIDED FOR FRONT
PROVIDED FOR FRONT APPROACH (AT
APPROACH (AT EXTERIOR INTERIOR DOOR)
DOOR)
— DISTANCE IS T-O"
I I o
c
1'-0" DISTANCE IS 5'-111t
REQUIRED 5' TURNING SPACE
6 VESTIBULE DIAGRAM
Al SCALE: 1/4" = 1'•O"
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COMM # 0000
DATE: 00-00-00
REVISION
DATE:
i Al of 6
1 2 3 � 4
.� T.O. METAL STUD
TOP OF MASONRY
TOP OF MASONRY
EL. 117'-4"
TOP OF STOREFRONT
EL. 111'-6"
FINISH FLOOR
EL. 100'-0"
BOTTOM OF FOOTING L _
REF. TO FOUNDATION PLAN
1 � WEST ELEVATION
A3 j SCALE: 1 /8" = 1'-W
(BEYOND)
T.O. METAL STUD
TOP OF MASONRY
EL. 117'-4"
B.O. CANOPY
EL. 11 V-6"
BOTTOM OF FOOTING L
REF. TO FOUNDATION PLAN
2 SOUTH ELEVATION
A3 I SCALE: 1/a- = 1'4'
TOP OF MASONRY
T.O. STONE VENEER
: i ■ii�ii�����
FINISH FLOOR
BOTTOM OF ••
REF. TO FOUNDATION PLAN
3 ]EAST ELEVATION
A3 I SCALE: 1 /8" = V-0"
,ILTOP OF MASONRY
EL. 119'-4"
4LTOP OF MASONRY
EL. 117'-4"
EAVE HEIGHT
EL. 114'-3"
B.O. CANOPY
EL. 111-6"
T.O. STONE VENEEI
Y EL. 104'-0"
FINISH FLOOR
EL. 100'-0"
BOTTOM OF FOOTII
REF. TO FOUNDATI,
4
A3
NORTH ELEVATION
SCALE: 1/8' = 1%0"
A
(BEYOND)
TOP OF MASONRY
B.O. CANOPY
EL. 114'-3"
:TAL STUD ik
EL. 120'4"
SEALANT
" MASTER FLASH " OR
APPROVED EQUAL
PIPE FLASHING WITH
APPROPRIATE
ADHESIVE
SEAL EDGE OF COVER
WITH LAP EDGE
SEALANT
5 1 VENT PIPE
A3 1 SCALE: N.T.S.
E.I.F.S.
REFER TO ELEVATIONS
FOR TYPE.
RUSTICATION JOINT
JOINT DETAIL
SCALE: N.T.S.
EXTERIOR FINISH SCHEDULE
TYPE:
COMPANY TYPE:
COLOR:
SHERWIN WILLIAMS PAINT
(1) COAT S-W PREPRITE BLOCK FILLER
B25W25 (NO LESS THAN 8 MILS)
(2) COATS S-W CONFLEX XL SMOOTH
STANDARD CONCRETE MASONRY
ELASTOMERIC A5-400 (NO LESS THAN
UNIT
5.7 MILS EACH COAT)
(C.M.U.)
COLD WEATHER APPLICATIONS:
SPLIT FACE
SHERWIN WILLIAMS PAINT
(8" X 8" X 16" NOM.)
(1) COAT S-W LOXON BLOCK SURFACER
*PROVIDE FULL 8"
PER LOCAL SUPPLIER
(NO LESS THAN 8 MILS)
(2) COATS S-W ULTRACRETE SOLVENT
FACE AT ALL CORNERS
BORNE SMOOTH B46 (NO LESS THAN 8
COURSE: RUNNING
MILS EACH COAT OR 16 MILS TOTAL)
FIELD COLOR: EQUAL TO SOFTER TAN
SW6141 ( UNLESS OTHERWISE NOTED)
SEE SPECIFICATIONS SECTION 09900
COLOR TO BE INTEGRAL IN THE TOP
COAT OF PLASTER AND IS TO MATCH
EXTERIOR PORTLAND CEMENT
COLOR INDICATED BY SHADING
PLASTER
(STUCCO)
FIELD COLOR: EQUAL TO LATTE
PER LOCAL SUPPLIER
SW6108
(SEE SPEC)
ACCENT COLOR: EQUAL TO
KAFFEE SW6104
(INDICATED BY SHADING: s )
MANUFACTURED STONE VENEER
ELDORADO STONE CO.
RUSTIC LEDGE STONE
"SAWTOOTH"
MANUFACTURED STONE
ELDORADO STONE CO.
SNAPPED EDGE -
VENEER WAINSCOT SILL
COLOR: SAND
EFCO
IVY
STOREFRONT
KAWNEER
DARK IVY
( NO SUBSTITUTES)
VISTA WALL
INTERSTATE GREEN
"O'REILLY GREEN"
GLIDDEN EXTERIOR SEMI -GLOSS
LATEX
BASE: 2407 - 500
BOLLARDS
IN FIELD
YOX: 3P 42
TBL:4P48
GRN: 3P14
WHT: 2P
COLOR #: CUSTOM
EXTERIOR DOORS
BY OWNER
PRIMED
FIELD PAINT TO SHERWIN
OVERHEAD DOOR
IN FIELD
WILLIAMS SOFTER TAN SW6141
METAL CAP FLASHING O
BY METAL BUILDING MFG'R.
FIELD PAINT TO SHERWIN
WILLIAMS LATTE SW6108
METAL CAP FLASHING O4
BY METAL BUILDING MFG'R.
FIELD PAINT TO SHERWIN
WILLIAMS SOFTER TAN SW6141
METAL CAP FLASHING 11
BY METAL BUILDING MFG'R.
FIELD PAINT TO SHERWIN
WILLIAMS KAFFEE SM104
GENERAL NOTES:
A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
B. REFER TO COVER SHEET FOR BUILDING DESIGN CRITERIA.
C. REFER TO PRE-ENGINEERED METAL BUILDING DRAWINGS FOR
ADDITIONAL REQUIREMENTS.
D. REFER TO MECHANICAL / ELECTRICAL PLAN FOR SYSTEM TYPES
AND LOCATIONS.
E. REFER TO SITE DEVELOPMENT PLANS FOR ADDITIONAL
REQUIREMENTS.
KEY NOTES:
O EXTERIOR PORTLAND CEMENT STUCCO:
REFER TO EXTERIOR FINISH SCHEDULE.
O MASONRY WALL CONSTRUCTION:
REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS.
3O PRE -FINISHED STANDING SEAM ROOF (BEYOND)
BY PRE-ENGINEERED METAL BUILDING COMPANY.
O4 PRE - ENGINEERED METAL CAP FLASHING:
FIELD BREAK WITH 6" FACE. COLOR SHALL BE "SOFTER TAN" TO
MATCH SPLIT FACE BLOCK BELOW.
O PRE - ENGINEERED METAL CAP FLASHING:
FIELD BREAK WITH 6" FACE. COLOR SHALL BE "LATTE" TO MATCH
STUCCO BELOW.
6O PRE - ENGINEERED INTERNAL METAL GUTTER PER METAL BUILDING
MANUFACTURER AND 6" PVC D.S. (BY CONTRACTOR).
O CONCRETE MASONRY UNIT (CMU):
SPLIT FACE HEAD AND JAMB UNITS.
O LINE OF ROOF:
DASHED LINE INDICATES LINE OF ROOF BEYOND WITH SLOPE
OF 1/4" PER FOOT.
O9 SIGN:
APPROXIMATE OUTLINE OF "O'REILLY AUTO PARTS" SIGN. OWNER
FURNISHED AND INSTALLED. PROVIDE BLOCKING AS REQUIRED
FOR MOUNTING SIGN, WORK TO BE COORDINATED WITH SIGN
COMPANY.
10 ADDRESS NUMBERS:
6" VINYL BY CONTRACTOR. COLOR TO BE WHITE.
11 PRE - ENGINEERED METAL CAP FLASHING:
FIELD BREAK WITH 6" FACE. COLOR SHALL BE "KAFFEE" TO MATCH
STUCCO BELOW.
12 DOOR AND FRAME:
FIELD PAINT SHERWIN WILLIAMS "SOFTER TAN" SW6141.
(REFER TO DOOR SCHEDULE.)
13 STOREFRONT:
(REFER TO FLOOR PLAN FOR WINDOW TYPES.)
14 LINE OF FOUNDATION:
(REFER TO FOUNDATION PLAN.)
15 STEEL BOLLARDS:
(9 ) TYPICAL AT STOREFRONT (2) AT O.H. DOOR LOCATION. FIELD
PAINT "O'REILLY GREEN". (REFER TO FOUNDATION PLAN.)
16 HOSE BIB:
(REFER TO PLUMBING PLAN)
17 LIGHT FIXTURE:
(REFER TO ELECTRICAL PLAN)
18 PRE FABRICATED METAL CANOPY:
EQUAL TO STEEL STITCH CORPORATION (770-590-8091 EXT. 157 -
CATHY BRADFIELD) 8" FASCIA, X-0" PROJECTION, FLAT METAL
CANOPY WITH TWO HANGER RODS. (1 1/4" SCHEDULE 40 PIPE); PAINT
GREEN TO MATCH CANOPY. METAL DECKING - .065 EXTRUDED
ALUMINUM IN 6" WIDE PANELS; MIL FINISH ALUMINUM TOP, EXPOSED
BOTTOM SHALL BE POWDER COATED FINISH - GREEN. PROVIDE TWO
3" DIAMETER ROUND DOWNSPOUTS. PROVIDE 3RD PARTY
ENGINEERED PLANS SEALED FOR THE STATE OF WASHINGTON.
REFER TO WALL SECTIONS AND STRUCTURAL.
19 HVAC UNIT:
APPROXIMATE LOCATION
(REFER TO MECHANICAL PLAN FOR EXACT LOCATION)
20 MECHANICAL WALL PENETRATIONS:
PROVIDE FRAMING, FLASHING, AND SEALANT AS REQUIRED.
(REFER TO M.E.P. SHEETS)
21 ROOF PIPING VENT (BEYOND):
REFER TO DETAIL 5/A3.
22 CONCRETE SPLASH BLOCK:
INSTALL AT EACH DOWNSPOUT. FLUSH WEATHERPROOF.
2g MASONRY CONTROL / EXPANSION JOINT:
(MATCH MASONRY) PROVIDE SEALANT OVER 1/2" DIAMETER
FOAM BACKER ROD.
(REFER TO STRUCTURAL SHEETS.)
24 RUSTICATION JOINT:
REFER TO DETAIL 6/A3.
25 MANUFACTURED STONE VENEER (EL DORADO STONE)
RUSTIC LEDGE "SAWTOOTH" INSTALL PER MANUFACTURERS
RECOMMENDATIONS. REFER TO EXTERIOR FINISH SCHEDULE FOR
MORE INFORMATION.
26 MANUFACTURED STONE VENEER SILL:
EQUAL TO "SNAPPED EDGE WAINSCOT SILL" BY ELDORADO
STONE. INSTALL PER MANUFACTURERS RECOMMENDATIONS.
REFER TO EXTERIOR FINISH SCHEDULE FOR MORE INFORMATION.
27 6'-0" TALL SPLIT FACE BLOCK ENCLOSURE AND WOOD GATE WITH
PRE -CAST CONCRETE CAP. BLOCK IS TO BE FIELD PAINTED SHERWIN
WILLIAMS "SOFTER TAN" TO MATCH BLOCK COLOR ON BUILDING.
REFER TO DETAIL 11/C3 AND STRUCTURAL FOR ADDITIONAL
INFORMATION.
28 MASONRY WALL CONSTRUCTION:
PAINT C.M.U. UNDER MANUFACTURED STONE VENEER TO MATCH
MANUFACTURED STONE VENEER.
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COMM # 0000
DATE: 00-00-00
REVISION
DATE: