Buy_Quick_ARCH_7-26-16-
SEE CIVIL
8' ACCESS AISLE ACCESS AISLEPROVIDED PARKING AREAACCESSIBLETOTAL #
VAN SPACES WITH REGULAR WITH 5'
# OF ACCESSIBLE SPACES PROVIDED
PROVIDED REQUIRED
TOTAL # OF PARKING SPACES LOT OR
ACCESSIBLE PARKING
TUBSACCESSIBLEREGULAR
DRINKING FOUNTAINS SHOWERS LAVATORIES URINALS
MALE
WATERCLOSETS USE
PLUMBING FIXTURE REQUIREMENTS
Yes No Panic Hardware:
Yes
Yes
Yes
Yes
No
No
No
No
Smoke Detection System:
Fire Alarm:
Exit Signs:
* Indicate section number permitting reduction
Tenant Separation
Smoke Barrier Separation
Party/Fire Wall Separation
Occupancy Separation
Corridor Separation
Shafts Enclosure- Other
Shafts Enclousure- Exit
beams and joists
including supporting
Roof Construction
Interior Walls and Partitions
South
West
East
North
Exterior Walls
PartitionsNonbearing Walls and
JOINTSRATEDFORDESIGN #
Interior
South
West
East
North
trussesincluding columns, girders,
PENETRATIONRATEDFORDESIGN #
ASSEMBLYRATEDFORDESIGN #
SHEET #AND DETAIL
*REDUCTION)(W/PROVIDED REQ'D
RATING BUILDING ELEMENT
(FEET)DISTANCESEPARATION
Exterior
Bearing walls
Structural Frame,
FIRE
FIRE PROTECTION REQUIREMENTS
REFERENCECODE
Stories:
Type:
SHOWN ON PLANS
Stories + 1 =
Feet = H + 20' =
Stories:
Feet:
Type:
INCREASE FOR SPRINKLERS
Building Height in Stories
Building Height in Feet
Type of Construction
(TABLE 503)ALLOWABLE
ALLOWABLE HEIGHT
control towers must comply with 412.1.2.
The maximum area of open parking garages must comply with 406.3.5. The maximum area of air traffic 5.
Maximum Building Area = total number of stories in the building x E(506.4)4.
Unlimited area applicable under conditions of Sections 507.3.
Single story building I = 300 percent b.
Multi-story building I = 200 percent a.
The sprinkler increase per Section 506.3 is as follows:2.f(%)Percent of frontage increase I = 100 [F/P - 0.25] x W/30 =e.
(W)W = Minimum width of public way = d.
(F/P)Ratio (F/P) =c.
(P)Total Building Perimeter =b.
(F)Perimeter which fronts a public way or open space having 20 feet minimum width =a.
Frontage area increases from Section 506.2 are computed thus:1.
4 3 2 1
5
AREA
BUILDING
MAXIMUM
(F)
UNLIMITED
AREA OR
ALLOWABLE
(E)
INCREASE
SPRINKLER
AREA FOR
(D)
NO.
INCREASE
OPEN SPACE
AREA FOR
(C)
AREA
TABLE 503
(B)
(ACTUAL)
PER STORY
BLDG AREA
(A)
AND USE
DESCRIPT.STORY
=.....1.00 <
1 <Allowable Area of Occupancy B
Actual Area of Occupancy B
Allowable Area of Occupancy A
Actual Area of Occupancy A
actual floor area of each use divided by the allowable floor area for each use shall not exceed 1.
For each story, the area of the occupancy shall be such that the sum of the ratios of the
Separated Use (508.4) - See below for area calculations
The most restrictive type of construction, so determined, shall apply to the entire building.
height and area limitations for each of the applicable occupancies to the entire building.
The required type of construction for the building shall be determined by applying the
Non-Separated Use (508.3)
Exception:Hr Separation:Yes No Mixed Occupancy:
509.8 509.7 509.6 509.5 509.4 509.3 509.2 Special Provisions:
Repair Garage Enclosed Open Parking Garge:Utility and Misc
High-piled S-2 Low S-1 Moderate Storage:
R-4 R-3 R-2 R-1 Residential:Mercantile
5 4 3 2 1 I-3 Use Condition:
I-4 I-3 I-2 I-1 Institutional:
F-2 Low F-1 Moderate Factory:Educational Business
A-5 A-4 A-3 A-2 A-1 Assembly:Primary Occupancy:
ALLOWABLE AREA
TOTAL
SUB-TOTAL (SF)NEW (SF)EXISTING (SF)
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
FLOOR
Gross Building Area:
21'1 No. of Stories Feet Building Height:
Yes No Fire District:
Dry Wet Class:III II I Yes No Standpipes:
NFPA 13D NFPA 13R NFPA 13 Yes No Sprinklers:
Types NoYes Mixed Construction:
V-A
III-B
III-A
II-B
II-A
I-B
I-A Construction Type:
BUILDING DATA
LIFE SAFETY SYSTEM:
Emergency Lighting:
-
STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL INFORMATION, IF REQUIRED, IS ON
3,457
N/A
N/A
N/A
N/A
N/A
0
0
0
0
0
0
0
0
N/A
N/A
N/A
N/A
N/A
N/A
0
0
0
0
0
0
0
0
N/A
00
00
00
V-B
IV
Partial
Yes No Flood Hazard Area:
Basement
1st Floor
Mezzanine
Hazardous:H-1 DetonateH-2 DeflagrateH-3 CombustH-4 HealthH-5 HPM
403 402 Special Uses:404405406407408409410411412
414415416417418419420421
Incidental Use Separation (508.2.5)
This separation is not exempt as a Non-Separted Use (see execeptions).
s
s
beams and joists
including supporting
Floor Construction00
Incidental Use SeparationN/A
N/A
N/A
N/A
FEMALE
EXISTING
NEW
REQUIRED
SPECIAL APPROVALS
Special Approval:(Local Jursidiction, Dept. of Insurance, OSC, DPI, DHHC, ICC, etc., describe below)
3,457
1
40
V-B
21
V-B
1
3,457
3,457
Mercantile 13,4579,0009,000
Feet:
422423
SPACE
Partial
132" ACCESS AISLE
Repair Garage Enclosed Open Parking Garge:Utility and Misc
High-piled S-2 Low S-1 Moderate Storage:
R-4 R-3 R-2 R-1 Residential:Mercantile
5 4 3 2 1 I-3 Use Condition:
I-4 I-3 I-2 I-1 Institutional:
F-2 Low F-1 Moderate Factory:Educational Business
A-5 A-4 A-3 A-2 A-1 Assembly:Accessory Occupancy:
Hazardous:H-1 DetonateH-2 DeflagrateH-3 CombustH-4 HealthH-5 HPM
Furnace room where any piece of equipment is over 400,000 Btu per hour input
Incidental Uses :(Table 508.2.5)
Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower
Refrigerant machine roomHydrogen cutoff rooms, not classified as Group H
Incinerator rooms
Paint shops, not classified as Group H, located in occupancies other than Group F
Laboratories and vocational shops, not classified as Group H. located in a Group E or I-2 occupancy
Laundry rooms over 100 square feet
Group I-3 cells equipped with padded surfacesGroup I-2 waste and linen collection rooms
Waste and linen collection rooms over 100 square feet
Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons,
Rooms containing fire pumps
Group I-2 storage rooms over 100 square feetGroup I-2 commercial kitchens
Group I-2 laundries equal to or less than 100 square feet
Group I-2 rooms or spaces that contain fuel-fired heating equipment
or a lithium-ion capacity of 1,000 pounds used for facility standby power, emergency power
or uninterrupted power supplies
509.9
413
424425426427
Fire and/or smoke rated wall locations (Chapter 7)
LIFE SAFETY PLAN REQUIREMENTS:
Life Safety Plan Sheet #:A2.1
Assumed and real property line locations
Exterior wall opening area with respect to distance to assumed property lines (705.8)
Existing structures within 30’ of the proposed building
Occupancy types for each area as it relates to occupant load calculation (Table 1004.1.1)
Occupant loads for each area
Exit access travel distances (1016)
Common path of travel distances (1014.3 & 1028.8)
Dead end lengths (1018.4)
Clear exit widths for each exit door
Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.1)
Actual occupant load for each exit door
A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is
Location of doors with panic hardware (1008.1.10)
Location of doors with delayed egress locks and the amount of delay (1008.1.9.7)
Location of doors with electromagnetic egress locks (1008.1.9.8)
Location of doors equipped with hold-open devices
Location of emergency escape windows (1029)
The square footage of each fire area (902)
The square footage of each smoke compartment (407.4)
Note any code exceptions or table notes that may have been utilized regarding the items above
is provided for purposes of occupancy separation
RESPECTIVE DRAWINGS
12
UNISEXMALEFEMALE
11
UNISEX
1
11 11
New Construction
Retaining Walls
Sprinkler-Standpipe
Fire Alarm
Electrical
Mechanical
Plumbing
Structural
Civil
H. Blair Goodrich
TELE. #
H. Blair Goodrich
LIC. #NAME FIRM
New Hanover County City
State Private City/County
Phone:
Code Enforcement Jurisdiction:
BUILDING CODE SUMMARY
4601 Gordon Road
Goodrich Architecture PANC 7434910.343.1065
Address:
Architectural
DESIGNER
2012 Edition of NC Code For:
Owned by:
LEAD DESIGN PROFESSIONAL:
Proposed Use:
Name of Project:
Owner/Authorized Agent:
2012 APPENDIX B
Zip Code:
Email:910.262.6112buddy@ccsiofnc.com
State
EMAIL
ga@goodricharchitecture.com
Other
( >5' High)
AdditionUpfit
Reconstruction Existing:AlterationRepair
Constructed:Original Use(s)
Renovated:Current Use(s)
Buy Quick
Convenience Store
Buddy Green
28411
Renovation
Proposed Use(s)
(date)
(date)
(Ch. 3)
(Ch. 3)(Ch. 3)
910.270.3747
910.270.3747
McDowell Consul. Eng.
McDowell Consul. Eng.
Gregory L. McDowell
Steve H . Everhart Jr.
NC 018518
NC 23933
mcdowelleng@bellsouth.net
mcdowelleng@bellsouth.net
910.270.3747 McDowell Consul. Eng.Steve H . Everhart Jr.NC 23933mcdowelleng@bellsouth.net
Willard D. Jones Jr.WD Jones Engineering910.523.5381wdjengineering@ec.rr.com NC 025852
Charles D. Cazier Intracoastal EngineeringNC 032555910.409.3567charlie@intracoastalengineering.com
C OF FLUSH CONTROL MECHANISM L
URINAL ELEVATIONS
OF FIN. WALL FROM FACE
WALL-HUNG WALL-TYPE
TOILET ELEVATIONS LAVATORY SIDE VIEW
MAX. TOE CLEARANCE
SEAT
1'-6"
CLEARANCEMIN. KNEE
INSULATE PIPES
PART OF REFLECTIVE
BOTTOMMIRROR LAVATORYTOP OF
36" MIN.
6" MAX.
OF FIN. WALL
FROM FACE
TOP OF
FLUSH VALVE ON CLEAR SIDE
9"
MI
N
.
34
"
M
A
X
.
40
"
M
A
X
.
17" MIN
DEPTH
8"6"
12"
MAX.
42" MIN.
33
"
T
O
3
6
"
17
"
-
1
9
"
17
"
-
1
9
"
33
"
T
O
3
6
"
17
"
M
A
X
.
14" MIN.
14" MIN.44
"
M
A
X
.
6"
9"
M
I
N
.
SINK SIDE VIEW
INSULATE PIPES
SINKTOP OF
9"
MI
N
.
17" MIN
DEPTH
6"
27
"
M
I
N
.
29
"
M
I
N
.
8"
MIN.
OR BAFFLE
34
"
M
A
X
.
6"
M
A
X
.
OR BAFFLE
39" TO 41"
39
"
T
O
4
1
"
18
"
M
I
N
.
54" MIN.
15
"
M
I
N
.
27
"
M
I
N
.
7"-9"
12" MIN.24" MIN.
1
1
/
2
"
M
I
N
.
DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. SUBMIT TO ARCHITECT ANY DISCREPANCIES
FOR CLARIFICATION.
ALL WORK SHALL BE IN COMPLIANCE WITH THE NORTH CAROLINA BUILDING CODES, RECOGNIZED INDUSTRY
STANDARDS, ALL MANUFACTURER'S RECOMMENDATIONS AND ALL OTHER APPLICABLE CODES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR BUILDING THIS PROJECT IN ACCORDANCE WITH THE PLANS
AND SPECIFICATIONS UNLESS HE RECEIVES A WRITTEN NOTIFICATION FROM THE OWNER OR ARCHITECT TO
THE CONTRARY.
THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES SHOWN HERON ARE APPROXIMATE. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF SUCH WHETHER
SHOWN HEREON OR NOT, PRIOR TO ANY EXCAVATION. ANY DAMAGES SHALL BE REPAIRED AT THE EXPENSE
OF THE CONTRACTOR.
THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE
PROPERTY OF GOODRICH ARCHITECTURE, P.A.. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF
DRAWINGS AND SPECIFICATIONS FOR INFORMATION AND REFERENCE IN CONSTRUCTION WITH OWNER'S USE
ON THIS PROJECT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER
PROJECT WITHOUT WRITTEN AGREEMENT FROM GOODRICH ARCHITECTURE PLUS APPROPRIATE
COMPENSATION.
THIS IS A LIMITED SET OF CONSTRUCTION DOCUMENTS. THE INFORMATION HEREIN ARE FOR GENERAL
INTERIOR LAYOUT AND BASIC EXTERIOR AESTHETICS. IT IS THE CONTRACTORS RESPONSIBILITY AND
LIABILITY TO PROVIDE A STRUCTURALLY SOUND STRUCTURE, AND FLASHED PROPERLY FOR A WATER
DETERRENCE.
CONTRACTOR MUST FOLLOW AND MEET NC ENERGY CONSERVATION CODE REQUIREMENTS.
STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING ARE THE RESPONSIBILITY OF THE CONTRACTOR.
1.
2.
3.
4.
5.
6.
7.
GENERAL NOTES
8.
A
3-5/8" MTL STUDS @ 16" O/C
5/8" G.W.B. EA SIDE
TO STRUCT. ABOVE
W/ SOUND BATT INSULATION
CONC. SLAB
CONT. TRACK W/ ANCHORS @ 2'-0" O.C.
ACOUSTICAL LAY-IN CEILING
CONT. TRACK W/ BRACING
6"
BALL INTERIOR WALLS U.N.O.
6" MTL STUDS @ 16" O/C
5/8" G.W.B. EA SIDE
@ 2'-0" O.C. TO ROOF DECK
W/ SOUND BATT INSULATION
CONC. SLAB
CONT. TRACK W/ ANCHORS @ 2'-0" O.C.
ACOUSTICAL LAY-IN CEILING
CONT. TRACK W/ ANCHORS
A1
.
1
CO
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BU
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WILMINGTON, NC
BUY QUICK
4601 GORDON ROAD
B
OFFICE
CAR WASH
PUMP ROOM
STORAGEMEN
WOMEN
BEER CAVE
62'-6"
3'-8"10'-0"3'-10"
8'-6"
23
'
-
4
"
20
'
-
1
0
"
2'
-
1
0
"
12
'
-
0
"
6'
-
0
"
4'
-
6
"
8"
4'-6"
8"
4'-6"10'-0"4'-6"
7'-10"19'-0"33'-6"
4'-0"
17'-4"
4'-0"9'-4"
10'-10"
2'-0"6'-10"2'-0"
88'-6"
10
'
-
1
0
"
55
'
-
0
"
8"
4'
-
0
"
8"
2'
-
0
"
24
'
-
0
"
4'
-
0
"
11
'
-
0
"
4'
-
0
"
8'
-
0
"
2'
-
0
"
10
'
-
0
"
19
'
-
0
"
26
'
-
0
"
55
'
-
0
"
3'-0"4'-0"
3 x7 0 0
3 x7 0 0
3 x7 0 0
3 x7 6 0
3 x7 0 0
11
A
U
T
O
M
A
T
I
C
D
O
O
R
0
9 AUTOMATIC DOOR 0
14'-8"6'-158"8'-034"6'-258"27'-5"
CSD. OPN.
3'
-
2
"
10
'
-
4
"
20'-958"9'-8"
1'-0"
4'-738"
2'
-
0
"
7'
-
1
0
"
10
'
-
1
1
12"
3'-0"
9'
-
6
"
P
E
R
V
E
N
D
O
R
COOLERS
COOLERS
CEILING ELEMENT ABOVE
CO
F
F
E
E
I
S
L
A
N
D
CEILING ELEMENT ABOVE
SALES COUNTER (MILLWORK BY OTHERS)
DESK
CEILING ELEMENT ABOVE
10 x10 0 0
10 x10 0 0
17'-6"
FR
A
M
E
L
E
S
S
S
T
O
R
E
F
R
O
N
T
W
I
N
D
O
W
S
FRAMELESS
STOREFRONT WINDOWS
FR
A
M
E
L
E
S
S
ST
O
R
E
F
R
O
N
T
W
I
N
D
O
W
S
RETAIL
2,210 ÷ 30 = 74 OCCUPANTS
124 ÷ 300 = 1 OCC.51 ÷ 100 = 1 OCC.
O
V
E
R
A
L
L
D
I
A
G
O
N
A
L
=
8
2
'
ALLOWED TRAVEL DISTANCE = 200'
ACTUAL TRAVEL DISTANCE = 56'
R
E
Q
U
I
R
E
D
S
E
P
A
R
A
T
I
O
N
D
I
S
T
A
N
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E
=
4
1
'
A
C
T
U
A
L
S
E
P
A
R
A
T
I
O
N
D
I
S
T
A
N
C
E
=
4
2
'
12
"
W
A
W
N
I
N
G
W
I
T
H
U
P
L
I
G
H
T
38 OCCUPANTS 60" SHOWN 7.6" REQUIRED
38 OCCUPANTS 52" SHOWN
7.6" REQUIRED
*76 TOTAL OCCUPANTS
(PER MANF. SPECS)
(PER MANF. SPECS)
3'-5"
1/A4.2
2/A4.2
2/
A
4
.
1
1/
A
4
.
1
3/
A
4
.
1
36" GATE
B
B
B
SMOOTH PLYWOOD SHEATHING
SMOOTH PLYWOOD SHEATHING AT SALES COUNTER AREA
AT BEVERAGE COUNTER AREA
SMOOTH PLYWOOD SHEATHING
IN THIS ROOM
SMOOTH PLYWOOD
SHEATHING IN OFFICE
18
"
MI
N
.
2'
-
2
"
WALLS BASE FLOOR ROOM NAME
MAIN RETAIL
ROOM FINISH SCHEDULE
CEILINGNOTES
SALES COUNTER
STORAGE ROOM
OFFICE
RESTROOMS
TL-1
TL-1
TL-1
TL-1
GWB, PLY
PLY
PLY WITH FRP-1
PLY
TW-1
OPEN, ACT
OPEN
ACT-1
ACT-2
ACT-2
PLY BEHIND BEVERAGE COUNTER
TL-1
TB-1
TB-1
TB-1
TB-1
TB-1
NOTES COLOR TYPE/ MANUFACTURER KEY
TL-1
MATERIAL SCHEDULE
FRP-1FULL HEIGHT KITCHEN FIBERGLASS REINFORCED PLASTICWHITE
GWB
TB-1
ACT-12'x2' WASHABLE CEILING TILES WHITE
GYP-1MATTE FINISH
OPENSTRUCTURE, MECHANICAL, PLUMBING PAINTED
OWNER SELECTED
FLOOR
WALLS
CEILING
PLYSMOOTH PLYWOOD
CERAMIC TILE
OWNER SELECTED GYPSUM WALL BOARD
CERAMIC TILE
OWNER SELECTED
OWNER SELECTED
ACT-22'x2' CEILING TILES WHITE
GYPSUM WALL BOARD
OWNER SELECTED
TW-1
OWNER SELECTED
CERAMIC TILE
OPEN DECK
OWNER SELECTEDOWNER TO SELECT COLOR AND PATTERN
A2
.
1
FL
O
O
R
P
L
A
N
ASCALE: 1/4" = 1'-0"
FLOOR PLAN
26
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A2.2EQUIPMENT PLAN ASCALE: 1/4" = 1'-0"EQUIPMENT PLAN26 JULY 2016 DATE:REVISION:WILMINGTON NC 28403 3142 WRIGHTSVILLE AVENUE EMAIL: GA@GOODRICHARCHITECTURE.COM FAX: 910.343.1067 OFFICE: 910.343.1065 WILMINGTON, NORTH CAROLINA 4601 GORDON ROAD BUY QUICK
EXPOSED BAR JOIST
10' AFF
10' AFF10' AFF WASHABLE ACT 9' AFF 12"H CEILING ELEMENT
9'-6" AFF 12"H CLG. ELEMENT
BULKHEAD ABOVE EDGE OF COOLERS
COOLERS
9' AFF
9' AFF
WALLS EXTEND TO ROOF DECK
WALLS EXTEND TO ROOF DECK
BULKHEAD 10' AFF
A2
.
3
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ASCALE: 1/4" = 1'-0"
REFLECTED CEILING PLAN
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14'-8" AFF
LOW EAVE BEARING
16'-0" AFF
HIGH EAVE BEARING
SLOPE 1/2 : 12
SLOPE 1/2 : 12
17'-4" AFF
TOP OF MAIN PARAPET
17'-4" AFF
TOP OF MAIN PARAPET
21'-0" AFF
TOP OF TOWERS
21'-0" AFF
TOP OF TOWERS
19'-4" AFF
TOP OF CAR WASH
19'-4" AFF
TOP OF CAR WASH
SLOPE INSULATION TO DRAIN
ALUMINUM DOWNSPOUT (TYP.)
8'-3"15'-0"16'-0"15'-0"8'-3"
3'
-
0
"
3'
-
0
"
14'-0" AFF
CAR WASH PARAPET
ALUMINUM DOWNSPOUT (TYP.)
SLOPE INSULATION TO DRAIN
12'-4" AFF
LOW EAVE BEARING
8"
8"
1/
A
2
.
4
4"
M
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N
.
EPDM MEMBRANE
METAL SLEEVE
UNCURED EDPM
ELASTOFORM FLASHING
TREATED WOOD NAILER
SPLICING CEMENT
LAP SEALANT
EPDM MEMBRANE
ALUM. FLASHING UNDER ALUM. SLEEVE
ALUM. SCUPPER AND DOWNSPOUT. PAINT
TO MATCH ADJACENT BUILDING COLOR -
VERIFY WITH ARCHITECT
LAP SEALANT
CONTINUOUS
SEALANT AND
FLASHING AT
PERIMETER
ALUM. SCUPPER
& 4"x6" ALUM.
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EXTERIOR WALL
FINISH VARIES -
SEE ELEVATIONS
CONTINUOUS
METAL FLASHING
A2
.
4
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ASCALE: 1/4" = 1'-0"
ROOF PLAN
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1SCALE: N.T.S.
ROOF DRAINAGE DETAIL
TOP OF ENTRY TOWER
TOP OF MAIN PARAPET
LOW EAVE BRG. HGT.
WINDOW HDR. HGT.
TOP OF FIN. SLAB
10
'
-
0
"
14
'
-
8
"
17
'
-
4
"
21
'
-
0
"
TOP OF ENTRY TOWER
LOW EAVE BRG. HGT.
TOP OF FIN. SLAB
TOP OF METAL PANEL
16
'
-
0
"
18
'
-
0
"
21
'
-
0
"
3'
-
4
"
4'-0"
BRICK SOLIDER COURSE
SCONCE
SCORED STUCCO
SYNTHETIC STONE VENEER
SCORED STUCCO
ROOF DECK (BEYOND)
ALIGN PANEL WITH GLASS PANELS
12" AWNING W/
CANOPY BEYOND
UPLIGHTING
FRAMELESS STOREFRONT WINDOWS
2'-8"
SPLITFACE BLOCK
METAL PANEL INSTALLED PER MANF. INSTRUCTIONS.
4'-0"
TOP OF ENTRY TOWER
TOP OF FIN. SLAB
TOP OF METAL PANEL
18
'
-
0
"
21
'
-
0
"
WINDOW
10
'
-
0
"
HDR. HGT.
3'
-
4
"
4'-0"12"
TOP OF CAR WASH ENTRY/EXIT
TOP OF CAR WASH
TOP OF FIN. SLAB
TOP OF MAIN PARAPET
14
'
-
0
"
17
'
-
4
"
19
'
-
4
"
5'-0"
CAR WASH BRG. HGT.
12
'
-
4
"
SCORED STUCCO
1x8 CEMENT. FACE OVER 1x12 CEMENT. FASCIA
METAL PANEL INSTALLED PER MANF. INSTRUCTIONS.
SYNTHETIC STONE VENEER
SCORED STUCCO
12" AWNING W/UPLIGHTING
A3
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ASCALE: 1/4" = 1'-0"
FRONT ELEVATION
BSCALE: 1/4" = 1'-0"
RIGHT ELEVATION
4'-6"
2'
-
8
"
10
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-
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20
'
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10'-0"A3.2ELEVATIONSBSCALE: 1/4" = 1'-0"LEFT ELEVATION 26 JULY 2016 DATE:REVISION:WILMINGTON NC 28403 3142 WRIGHTSVILLE AVENUE EMAIL: GA@GOODRICHARCHITECTURE.COM FAX: 910.343.1067 OFFICE: 910.343.1065 WILMINGTON, NORTH CAROLINA 4601 GORDON ROAD BUY QUICKASCALE: 1/4" = 1'-0"REAR ELEVATION
16'-0" AFF HIGH EAVE BEARING17'-4" AFF TOP OF PARAPET 10'-8" AFF TOP OF SOLDIERR-25 RIGID INSULATION ABOVE ROOF DECK METAL ROOF DECKCANT STRIP EDPM ROOF MEMBRANE PER MANF. INSTRUCTIONSHARD STUCCO PER MANF. INSTRUCTIONS1x8 CEMENT. FACE OVER 1x12 CEMENT. FASCIAP.T. 2x BLOCKINGMETAL CAP ON CLIPS 12+/- 5/16 6" CMU FILLED SOLID PER STRUCTURAL BRICK SOLIDER COURSEBAR JOIST SYSTEM PER STRUCTURAL 1 5/8" METAL STUD @ 16" O.C.5/8" GYPSUM WALLBOARD 1 1/2" RIGID INSULATION (R-7.6 CI)8" CMU FILLED SOLID PER STRUCTURAL
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16'-0" AFF HIGH EAVE BEARING17'-4" AFF TOP OF PARAPET21'-0" AFF TOP OF TOWER BAR JOIST SYSTEM PER STRUCTURAL
R-
2
5
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SYNTHETIC STONE PER MANF. INSTRUCTIONS1x4 CEMENT. FASCIAP.T. 2x BLOCKINGMETAL CAP ON CLIPS 12
+/
-
5
/
1
6
1/
2
"
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1/2" PLYWOOD SHEATHING W/ #15 FELT WRAP
17" MIN.
19" MAX.
L
=
4
8
"
x
3
0
"
LA
V
A
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A
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=
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x
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=
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.
60
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30
"
C
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A
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.
D1
D2
D3
D4
D4
=
4
8
"
x
4
8
"
DO
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C
L
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A
R
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=
4
8
"
x
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0
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D2
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6
0
"
x
5
4
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=
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4
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-
1
8
"
42
"
M
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.
60
"
C
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A
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.
*2'-6"
*5
'
-
2
"
*3
'
-
2
38"
*5'-2"*8
'
-
4
38"
*1
58"
*1
58"
*5
'
-
1
12"
*2
'
-
1
1
38"
*5
'
-
1
14"
*7'-038"
2'-0"
A4.1SECTIONS26 JULY 2016 DATE:REVISION:WILMINGTON NC 28403 3142 WRIGHTSVILLE AVENUE EMAIL: GA@GOODRICHARCHITECTURE.COM FAX: 910.343.1067 OFFICE: 910.343.1065 WILMINGTON, NORTH CAROLINA 4601 GORDON ROAD BUY QUICK 2SCALE: 1" = 1'-0"SECTION @ SIDE ENTRY TOWER
3
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1SCALE: 1" = 1'-0"TYPICAL SECTION @ HIGH EAVE
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FOUNDATION PER STRUCTURAL DRAWINGS 4" CONC. SLAB PER STRUCTURAL DRAWINGS
6"
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R-25 RIGID INSULATION ABOVE ROOF DECK METAL ROOF DECKCANT STRIP EDPM ROOF MEMBRANE PER MANF. INSTRUCTIONS BAR JOIST SYSTEM PER STRUCTURAL
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