13-101464VICINITY MAP NO SCALE I PROJECT DATA
LOT AREA: 42,861 50. FT.
BUILDING AREA: 2,445 50. FT. EXISTING
+ '184 W. FT. NEW
3,'129 50. FT. TOTAL
ZONING: BG (COMMUNITY BUSINESS)
PARKING REQUIRED: I STALL/ 80 50. FT. = 41 STALLS
(BASED ON 5,"124150. FT)
EXISTING PARKING: 43 STALLS
PARKING PROVIDED: 41 5TALL5 , 6y,vJ
ACCE551BLE REQUIRED: 2 STALLS (BASED ON 4-1 STALLS)
ACCESSIBLE PROVIDED: 2 5TALL5
OCCUPANCY: A-2
USE : EXISTING FAST FOOD RESTAURANT
CONSTRUCTION TYPE: V-B EXISTING, NO CHANGE
0N
SITE PLAN
SCALE: I'= 20'-0"
0 5 10 20 40FT
GENERAL NOTES
(3
>-
SITE PLAN KEYNOTES
"-
m
1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXACT
LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST
ECONOMICAL INSTALLATI❑N.
5P-0I NEW PARKING LOT 4 DRIVE-THRU STRIPING A5 SHOWW. SEE SHEET SDI FOR DETAILS.
PAINT AT PARKING LOT TO BE (2) GOATS TRAFFIC WHITE; PAINT AT DRIVE-THRU TO BE (2)
GOATS TRAFFIC YELLOW. BID ALT: SEALCOAT EXI5TIN6 ASPHALT TO REMAIN AND
2. THE CONTRACTOR SHALL C❑ORDINATE WITH ALL UTILITY COMPANIES
RESTRIPE ADJACENT AS SHOWN.
TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING
5P-02 PATCH 4 REPAIR EXISTING/ PROVIDE NEW LANDSCAPING TO MATCH ADJACENT 4 MEET
UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING
JURISDICTION REQUIREMENTS. ENSURE PLANTINC75 WILL NOT INHIBIT VIEW OF DRIVE-THRU
DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND
516NA6E FROM CUSTOMERS.
CIRCUITING.
5P-03 REMOVE EXISTING AND INSTALL NEW GATEWAY SIGN PACKAGE FOR DRIVE-THRU. SEE
3, FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH
DETAIL 8/DTI.2 4 SIGN LEGEND, TH15 PAGE, FOR MORE INFORMATION. VERIFY EXACT
PAVEMENT.
Z
PLACEMENT OF 51TE WITH MGDONALD'S PROJECT MANAGER FOR GREATEST LINE OF 516HT
O
FROM 51TE ENTRANCE.
a
5P-04 REMOVE EXISTING MENU BOARD 4 INSTALL (2) NEW OPO MENU BOARDS AS SHOWN AND
4. LOCATE EXISTING UTILITIES PRIOR TO EXCAVATING ANY DRIVE-THRUOf
PER DETAIL 10/DTI.I. SEE DETAIL 3/DTI.O FOR EXACT LOCATIONS 4 DETAIL 10/DTI.I.
FOOTINGS.
0
LOCATE UTILITIES PRIOR TO EXCAVATING ANY DRIVE-THRU FOOTINGS AND VERIFY
o
FOOTING WILL NOT CONFLICT.
5P-05 INSTALL (2) NEW CUSTOMER ORDER D15PLAY UNITS WITH INTEGRAL CANOPY AS 5HOWN
PER DETAIL 6/DTI.2. SEE DETAIL 3/DTI.O FOR EXACT LOCATIONS. LOCATE EXISTING
UTILITIES PRIOR TO EXCAVATING ANY DRIVE-THRU FOOTINGS.W
SP-06 INSTALL NEW VEHICLE DETECTOR LOOPS AT NEW ORDER POINTS 4 AT EXISTING BOOTH
LOCATIONS (OPTIONAL) PER 18/DTI.I. PATCH 4 REPAIR CONCRETE PAD AS NECESSARY.
5P-07 PROVIDE MERGE POINT MONITOR MOUNTED ON POLE WITH FOUNDATION; EXACT LOCATION
<
Lu
TO BE COORDINATED WITH MGDONALD'S CONSTRUCTION MANAGER. PROVIDE 2' CONDUIT
TO GASH BOOTH JUNCTION BOX. CONNECT TO ELECTRICAL 4 DATA 5Y5TEM5 AS
NECESSARY.
<
5P-08 RELOCATE EXISTING L16HT POLE TO LOCATION OUTSIDE OF NEW DRIVE-THRU LANES.
EXTEND/ RECONNECT TO EXISTING ELECTRICAL AS REQUIRED. REFER TO DETAIL
IS/5DI.
5P-0Q REMOVE EXISTING CONCRETE DRIVE-THRU LANE, ASPHALT, CURBING 4 LANDSCAPING TO
uj
EXTENT NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. INSTALL NEW ASPHALT
'
o
PAVING, CONCRETE CURBS AND CONCRETE DRIVE-THRU PAD A5 SHOWN 4 PER DETAILS ON
SHEET DTI.I. SLOPE NEW DRIVE-THRU PAD TO EXI5TIN6 CATCH BASIN. VERIFY EXACT
EXTENT OF NEW CONCRETE DRIVE-THRU PAD WITH MCDONALD15 G0N5TRUCTION MANAGER.
E
SP-10 "ANY LANE ANYTIME" BOLLARD PER SIGN MANUFACTURER.
5P-II INSTALL NEW PRE -SELL BOARD PER DETAIL 12/DTI.I. SEE DETAIL 3/DTI.O FOR EXACT
LOCATION.
5P-12 DESIGNATED PULL FORWARD PARKING STALLS AND 516NA6E PER MGDONALD'S
STANDARDS. STRIPING TO BE (2) LAYERS TRAFFIC, YELLOW.
SP-13 APPROXIMATE LINE OF EXISTING TO NEW CONCRETE DRIVE-THRU LANE. VERIFY WITH
MCDONALD'S CONSTRUCTION MANAGER PRIOR TO BID IF REMAINING EXTENT OF
DRIVE-THRU LANE TO BE REMOVED AND REPOURED.
5P-14 RELOCATE EXISTING GAS METER A55EMBLY A5 NEGE55ARY TO ACCOMMODATE
DEMOLITION + NEW CONSTRUCTION. RECONNECT TO SERVICE + BUILDING AS REQUIRED.
COORDINATE WORK WITH GAS UTILITY COMPANY.
5P-15 REMOVE EXISTING TRASH CORRAL 4 51TE CONSTRUCTION AS NECESSARY FOR NEW
CONSTRUCTION.
PAVING SPECIFICATI❑N
5P-I6 NEW TRASH CORRAL; SEE TRASH SHEETS, TI.O 4 TI.I, FOR MORE INFORMATION.
(MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS)
5P-I'i NEW DRAIN WITHIN NEW TRASH CORRAL. CONNECT TO EXISTING STORM SEWER DRAIN AT
CLOSEST CONNECTION POINT. SEE TRASH 5HEET5 TI.O, 4 TI.I.
5P-IS REMOVE EXISTING FREEZER/GOOLER 4 51TE CONSTRUCTION AS NECESSARY FOR NEW
BUILDING ADDITION AND NEW FREEZER/COOLER CONSTRUCTION. REPAIR EXISTINGfi
ADJACENT OR PROVIDE NEW 51DEAALK AS NECESSARY TO MATCH ADJACENT, SEE DETAIL
�\
XX/50I. RESTORE ANY DISTURBED EXISTING LANDSCAPING AS REQUIRED BY LOCAL
NOTE: McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION
JURISDICTION REQUIREMENTS.
TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE
SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S,
OTHERWISE, G.C. WILL BE CHARGED.
N�
LOT LIGHTING REC❑MMENDATI❑N
m
BARRIER REMOVAL NOTES
NO CHANGE TO EXISTING LOT LIGHTS OTHER THAN (1) RELOCATED AS SHOWN. VERIFY
LLJ
WITH McDONALD'S CONSTRUCTION MANAGER IF CLEAN, RELAMP, PAINT POLES OR ANY
W v*``""""`
AD-0I INSTALL A 44" MINIMUM WIDE ACCESSIBLE ROUTE TO THE PUBLIC R! -".iT OF WAY A5
OTHER SCOPE IS TO BE INCLUDED IN THE BID.
a
SHOWN. PROVIDE CONCRETE 51DEWALK AS 5HOM WITH A MAX. 5.0% SLOPE IN THE
DIRECTION OF TRAVEL 4 A MAX. 1.5% OR055 SLOPE PER DETAIL W50I AND II/SDI.
PROVIDE NEW INLINE CURB RAMPS AS SHOWN 4 PER DETAIL 7/5DI. M45URE A MAXIMUM2
o -60
6% SLOPE IN THE DIRECTION OF TRAVEL 4 A MAXIMUM 15% CRO55 5LOPE. D6URE A
S -0 ° y
° P ° `� ° °
VXV LANDING FOR DOOR CLEARANCES AT ALL EXTERIOR DOORS. PROVIDE MINIMUM
c�i c
m
51-0" DEEP X FULL RAMP WIDTH TOP 4 BOTTOM LANDING, WITH A MAXIMUM 15% SLOPE IN
PARKING INFORMATION
o `0. �; o °
ALL DIRECTIONS. PROVIDE DETECTABLE WARNIN65 AT THE BOTTOM OF THE RAMP FOR
1
'o ap`� moo
FULL LANDING WIDTH X 24' DEEP, PER DETAIL 11/5DI. PROVIDE 44" MIN. WIDE
o c 2 3 E o L
47 9'-0" x 19'-s" SPACES ®90'
CROSSWALK WITH SSti MAX. SLOPE IN DIRECTION OF TRAVEL 4 15Xi MAX. GROSS SLOPE.
TOTAL
SPACES
o a " a
-02 RELOCATE ACCESSIBLE PARKING STALLS AS SHOWN. PROVIDE A W MIN. WIDE ACCESS
y
° o '- 0
AISLE BETWEEN 4b" MIN. WIDE ACCESSIBLE STALLS. PATCH/ REPAIR/ RE&RADE ASPHALT
47
M 0°E'er- r o
`
A5 NECESSARY TO ENSURE A 1.5% MAX SLOPE IN ALL DIRECTIONS AT THE ACCESSIBLE
z L° °�
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PARKING STALLS 4 ACCESS AISLE. ENSURE THERE 15 NO ABRUPT TRAN5ITION TO THE
O o °c �° .3 0 0
ADJACENT PARKING AREAS. RELOCATE EXISTING/ INSTALL NEW ACCESSIBLE STALL
0 ° _ o
516NA6E (TYP. OF 2 - I VAN STALL) TO THE NEW ACCESSIBLE PARKING STALLS. LOCATE
"VAN ACGE55IBLE" 516NA&E AT STALL ADJACENT TO ACCESS A15LE ON PASSENGER
E v `o E c
SIDE. MOUNT ACGE551BLE STALL SI&NAGE PER DETAIL 6/50I. PROVIDE ACCESSIBLE
o `° °
o *, X
STALL SYMBOL AT EACH STALL PER 4/5DI. PROVIDE NEW INLINE CURB RAMPS A5 SHOWN
0 E
EARN=
4 PER DETAIL 7/SDI. ENSURE A MAXIMUM 8% SLOPE IN THE DIRECTION OF TRAVEL 4 A
°
MAXIMUM 13% GR055 SLOPE. PROVIDE MINIMUM 5'-0" DEEP X FULL RAMP WIDTH TOP 4
w � o y ° c E w
BOTTOM LANDINGS WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. PROVIDE
On-., N c
a�
DETECTABLE WARNIN65 AT THE BOTTOM LANDING FOR THE FULL LANDING WIDTH X 24"
UTILITY INFORMATION
n. y N ,� w ° .,..
0 `o o o v
DEEP, PER DETAIL 9/SDI. REMOVE EXISTING RAMP 4 EXTEND SIDEWALK AS SHOWN.
-° c s ° ° ,, E
-03 REMEDIATION OCCURS IN 02
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c c..au��`
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SIZE TYPE LOCATION
-04 REMEDIATION OCCURS IN AD-0I
0 N°
0 23, a�
SANITARY SEWER
EXISTING
o � ,� °
`
AD-05 REMEDIATION OCCURS IN AD-02
o
®
-06 REMOVE ALL EXISTING 51DEWALKS AND INSTALL NEW WITH A SLIP-RE515TANT BROOM
WATER
EXISTING
v` �>. 0)0y c
W 41
= � � 0 0
o 0 0 ' 0 U °
FINISH. PROVIDE A MAX. 5.0% SLOPE IN THE DIRECTION OF TRAVEL AND A MAX. 1.5%
STORM SEWER
EXISTING
¢
°- °' 2. 0 o ° 0 °
ELECTRIC
EXISTING
CROSS SLOPE. AT EACH DOOR, PROVIDE A 6XV LANDING WITH A MAX. 1.5% SLOPE IN ALL
a`" `�
DIRECTIONS. ENSURE THERE 15 NO CHANGE IN LEVEL GREATER THAN 1/4" OR 1/2" WITH A
BEVEL. SEE DETAIL 8/50I.
GAS
EXISTING
o
m
W M
AD-0l RECONFIGURE THE EXTERIOR RAMP TO THE PUBLIC RIGHT OF WAY WITH A MIN. 36" CLEAR
SURVEY INF❑RMATI❑N
m
fn 0
WIDTH BETWEEN HANDRAILS. ENSURE A MAX. 8.0% SLOPE IN THE DIRECTION OF TRAVEL
3
= N
W w
v N
AND A MAX. 15% OR055 SLOPE. INSTALL HANDRAILS AT BOTH SIDES OF RAMP PER
e
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¢
-'
a ui
TRAVEL AT BOTH THE TOP 4 BOTTOM OF RAMP, BEYOND THE EDGE OF THE RAMP. ENSURE
u`
TOP 4 BOTTOM LANDIN65 AT RAMPS ARE FULL RAMP WIDTH X 5'-0" DEEP 4 PROVIDE A
MAX. 1.5% SLOPE IN ALL DIRECTIONS. A LANDING 15 REQUIRED FOR EACH 30 INCHES OF
RISE. VERIFY TOTAL LENGTH OF RAMPS WITH SITE CONDITIONS.
SIGN LEGEND
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Al2-130 - 2009 IBC
W EXISTING LANDSCAPING NEW LANDSCAPING
46-0297
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0
1.0
FLOOR
PLAN
T.O. ENTRY ARCADE
+141 -3"
1. T.O. PARAPET
+IT -II"
T.O. ARCADE
B.O. ACCENT BAND
B.O. TRELLIS/ CANOPY
T.O. SILL
MATCH EXI5TIN6
T.O. SLAB
-01-0II
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T.O. PARAPET h
T.O. PARAPET
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T.O. ARCADE
T.O. ARCADE
B.O. ACCENT BAND
5.0. ACCENT BAND —
+15 -4
oL B.O. DRIVE-THRU TRELLIS
+11'-4"
B.O. TRELLIS/ CANOPY I h B.O. TRELLIS/ CANOPY
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T.O. 51LL
T.O. SILL
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T.O. h
h T.O. SLAB
�LS�LAB
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PARTIAL EAST ELEVATION
A2.0,/ SCALE: 1/4'I = II-0I,
ELEVATION GENERAL NOTES
I. UNIBODY FASCIA SIGN WALL SUPPORTS TO BE VERIFIED WITH MaDONALD'S AREA
CONSTRUCTION MANAGER AND COORDINATED WITH 516N MANUFACTURER.
2. PROVIDE NEW HORIZONTAL LAP SIDING ON EXISTING TRASH ENCLOSURE TO MATCH THE
MAIN BUILDING (NOT SHOWN). INSTALLATION TO BE SIMILAR TO BUILDING SECTIONS 4
DETAILS. TRASH ENCLOSURE 4 6ATPS TO BE PAINTED "BASE BUILDING" COLOR
3. " # N DENOTES SAFETY 6LAZIN6.
4. LOCATE ADDRESS LETTERS AND REINSTALL IF NECESSARY, VERIFY LOCATION WITH FIRE
MARSHAL.
ELEVATION KEYNOTES
EN-0I NEW HORIZONTAL CEMENT BOARD LAP SIDING 4 TRIM. COLOR: BASE BUILDING.
EN-02 NEW HORIZONTAL CEMENT BOARD LAP SIDING 4 TRIM. COLOR: DRIVE-THRU BANDING
NEW PARAPET ACCENT BAND PER COLOR LESEW THIS SHEET.
PN-04 CULTURED STONE VENEER BY OPENS CORNING
CONTACT: NANCY HUTCHINSON 530-125-0355
EN-05 ALUMINUM CANOPY (COLOR: 6OLD)
�-� ALUMINUM CANOPY TIP -BACK.
PN-Oi ALUMINUM TRELLIS
EN-08 ALUMINUM TRELLIS TIE -BACK
�-� ALUMINUM TRELLIS 2"X8" WALL FASCIA
EN-10 ROOFCAP ELEMENT BY OTHERS (45' ® ENTRY ARCADE)
EN -II METAL COPING - COLOR TO MATCH SURROUNDING MATERIAL
PAI-12 NEW/ RELOCATED STOREFRONT 4 6LAZIN6 (10" BOTTOM STILE AT DOORS) PER
5CHEDULE.
EN-13 NEW EXISTING HOLLOW METAL DOOR 4 FRAME - PAINT TO MATCH COLOR OF
SURROUNDING MATERIAL
EN-14 LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL
PARTIAL EAST ELEVATION
A2-0/ SCALE: 1/4" = 1--0--
SOUTH ELEVATION
A2.OJ SCALE: 1/4" = I'-O"
COLOR LEGEND
EN-17
MCDONALD'S 516NA6P BY OTHERS - UNDER SEPARATE PERMIT. SEE 516NA&E SUPPORT
'TERRA GOTTA SCHEME:
NOTE ON THIS SHEET.
PN-IS
METAL LETTERIN& - BY OTHERS
ARCADES:
CULTURED STONE - OPENS CORNING PRO -FIT LEDOE5TONE
#PF-801q "SOUTHWEST BLEND"
EN-Iq
GAS METER ASSEMBLY TO BE RELOCATED - PAINT TO MATCH ADJACENT MATERIAL
EN-20
EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN - PAINT TO MATCH ADJACENT
PARAPET BAND:
METAL -ERA CORRUGATED METAL ASSEMBLY PACKA6E -
MATERIAL
1/0" "S" PANEL 24 6AU6E,
PN-21
EXISTING ROOF LADDER TO REMAIN - PAINT TO MATCH ADJACENT MATERIAL
COLOR: CITY SCAPE
EN-22
GUTTER/ SCUPPER 4 DOYMPOUT TO BE RELOCATED - PAINT TO MATCH ADJACENT
BASE BUILDING:
EARTHLY RUSSET #21-M-10
MATERIAL
DRIVE-THRU BANDING:
AZTEC BRICK #21775-10
(ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.0)
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A2.0
ELEVATIONS
EN-15 LIGHT FIXTURE (ARCADE LIGHT) - SEE ELECTRICAL
EN-I6 LIGHT FIXTURE (CANOPY LIGHT) - SEE ELECTRICAL
O
LL m
T.O. T.O. DRIVE-THRU HEARTH
T.O. PARAPET
,j, B.O. ACCENT BAND
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B.O. DRIVE-THRU TRELL15
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B.O. TRELLIS/ CANOPY
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T.O. SILL
�I�TC���XI5TIN6
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T.O. SLAB
+0'-0"
wl
T.O. DRIVE-THRU HEARTH
T.O. PARAPET ,
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B.O. ACCENT SAPID
+15'-4"
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+q:-4::
T.O. SILL
MATCH EXISTING
T.O. SLAB
+0'-0"
PARTIAL WEST ELEVATION
SCALE: 1/4" = I'-0"
ELEVATION GENERAL NOTES I ELEVATION KEYNOTES
I. UNIBODY FASCIA SIGN WALL SUPPORTS TO BE VERIFIED WITH MCDONALD'S AREA
EN-0I
NEW HORIZONTAL CEMENT BOARD LAP SIDIN6 d TRIM. COLOR: BASE BUILDING.
CONSTRUCTION MANAGER AND COORDINATED WITH 516N MANUFACTURER.-02
NEW HORIZONTAL CEMENT BOARD LAP SIDIN6 4 TRIM. COLOR: DRIVE-THRU BANDING.
2. PROVIDE NEW HORIZONTAL LAP SIDING ON EXISTING TRASH ENCLOSURE TO MATCH THE
NEA PARAPET ACCENT BAND PER COLOR LEGEND, THIS SHEET.
MAIN BUILDING (NOT SHOWN). INSTALLATION TO BE SIMILAR TO BUILDING SECTIONS 4
DETAILS. TRASH ENCLOSURE 4 GATES TO BE PAINTED "BASE BUILDING" COLOR
EN-04
CULTURED STONE VENEER BY OPENS CORNING
CONTACT: NANCY HUTCHINSON 330-125-0333
5. " * " DENOTES SAFETY GLAZING.
EN-05
ALUMINUM CANOPY (COLOR: GOLD)
4. LOCATE ADDRESS LETTERS AND REINSTALL IF NECESSARY, VERIFY LOCATION WITH FIRE
-O6
ALUMINUM CANOPY TIE -BACK.
MARSHAL.
EN-07
ALUMINUM 7RELLI5
ALUMINUM TRELLIS TIE -BACK
�-�
ALUMINUM TRELLIS 2"X8" WALL FASCIA
EN-10
ROOF -CAP ELEMENT BY OTHERS (45' ® ENTRY ARCADE)
EN -II
METAL COPING - COLOR TO MATCH 5URROUNDIN6 MATERIAL
EN-12
NEW/ RELOCATED STOREFRONT E GLAZING (10" 130TTOM STILE AT DOORS) PER
5C+WULE.
EN-13
WYV EXISTING HOLLOW METAL DOOR 4 FRAME - PAINT TO MATCH COLOR OF
SURROUNDING MATERIAL
EN-14
LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL
EN-15
LIGHT FIXTURE (ARCADE LIGHT) - SEE ELECTRICAL
EN-Ib
LIGHT FIXTURE (CANOPY LIGHT) - SEE ELECTRICAL
FEW
PARTIAL WEST ELEVATION
•I% SCALE: 1/4" = 1'-0"
-
NORTH ELEVATION
A2.1 J SCALE: 1/4" = 1'-0"
COLOR LEGEND
EN-17
MCDONALD'S 516NA6E BY OTHERS - UNDER SEPARATE PERMIT. SEE 516NA6E SUPPORT
TERRA GOTTA SCHEME:
NOTE ON THIS SHEET.
ETl-IS
METAL LETTERING - BY OTHERS
ARCADE-5:
CULTURED STONE - OPENS CORNING PRO -FIT LED&ESTONE
#PF-6014 "50UTHPEST BLEND"
EN -la
GAS METER ASSEMBLY TO BE RELOCATED - PAINT TO MATCH ADJACENT MATERIAL
EN-20
EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN -PAINT TO MATCH ADJACENT
PARAPET BAND:
METAL -ERA CORRUGATED METAL ASSEMBLY PACKAGE -
MATERIAL
7/8" "5" PANEL 24 GAUGE;
EN-21
EXISTING ROOF LADDER TO REMAIN - PAINT TO MATCH ADJACENT MATERIAL
COS: CITY 50APE
EN-22
GUTTER/ SCUPPER 4 DOPN5POUT TO BE RELOCATED - PAINT TO MATCH ADJACENT
BASE BUILDING:
EARTHLY M65ET #21'13-10
MATERIAL
DRIVE-THRU BANDING:
AZTEC BRICK 02175-10
(ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.ND)
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- 2009 IBC
A 2.1
ELEVATIONS