400 AZALEA SQUARE BLVD., SUMMERVILLE, SC 29483 for

Transcription

101 East Washington Street, Suite 200 | Greenville, SC 29601
Tel 864.527.0460 | GMCNETWORK.COM
C AWO O D
MILLS
SHOPPES AT AZALEA SQUARE
GOODWYN
400 AZALEA SQUARE BLVD., SUMMERVILLE, SC 29483
for
COTHRAN PROPERTIES, LLC
PROJECT TEAM
LEAD DESIGN PROFESSIONAL:
Goodwyn, Mills & Cawood
NAME
PHONE #
Matthew King
864.527.0460
IBC
II-B
No
Yes
No
Yes
No
Yes
1 Story
No
Yes
No
Yes
EXISTING
NEW
FIRST FLOOR
0
11,361
0
TOTAL
0
11,361
0
ALLOWABLE AREA
Business
Mercantile
TBD with Interior Upfits based on size and use
OVERALL SQUARE FOOTAGE = 11,361 SF
RESTAURANT
TENANT A
100
RETAILER
TENANT B
101
RESTAURANT
TENANT C
102
FIRE PROTECTION REQUIREMENTS
T1.0
TYP. EACH TENANT
SPACE (1) FE
F.E.
OCCUPANTS
ALLOWED PER
EXIT
46 100
EGRESS DIRECTION
F.E.
FIRE EXTINGUISHER
OCCUPANCY - BUSINESS OR
MERCANTILE
TRA
V
0 HOUR
RESTAURANT
TENANT F
105
2
TA
L
Tenant Separation
RETAILER
TENANT E
104
ACTUAL
OCCUPANT
LOAD PER EXIT
TO
0 HR RATED CONSTRUCTION (SPRINKLER)
RESTAURANT
TENANT D
103
EL
D
BUILDING ELEMENT
Corridor Separation
EXIT WIDTH
IST
AN
CE
Life Safety Plan Sheet #, if provided
drawn by: WAS
checked by: MPK
LIFE SAFETY LEGEND
REN0/
UPFIT
=4
0'-
FLOOR
Primary Occupancy:
Occupant Load:
EXIT
EXIT
Alteration
Gross Building Area (sq. ft.):
EXIT
EXIT
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
EXIT
EXIT
EXIT
EXIT
CONCRETE PATIO
I
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14 EXIT CLEARLY MARKED IN THE SPACE
SOUTH C
OFGOODWYN, ARO
L
TE
MILLS &
NA
A
T
CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
I
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LIFE SAFETY PLAN
SCALE:
1/16" = 1'-0"
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of
Yes
Yes
Yes
Yes
sheet
No
No
No
No
T1.0
Emergency Lighting:
Exit Signs:
Fire Alarm:
Smoke Detection Systems:
TITLE SHEET
LIFE SAFETY SYSTEM REQUIREMENTS
T E
C T
LOCATION MAP
EXIT
RISER ROOM
106
Building Height:
Mezzanine:
High Rise:
Upfit
EXIT
Construction Type:
Sprinklers:
Standpipes:
Fire District:
Renovation (Existing Bldg.)
EXIT
EXIT
EXIT
BUILDING DATA
matthew.king@gmcnetwork.com
2012 International Building Code
New Construction
ELECTRICAL
ELECTRICAL
FIRST FLOOR PLAN
E-MAIL
EXIT
YEAR EDITION OF CODE:
PLUMBING PLAN
PLUMBING ROOF PLAN
PLUMBING SPECIFICATIONS
mike.keeshen@gmcnetwork.com
CONCRETE PATIO
Project Mgr
FIRM
864.527.0460
864.250.0828
GENERAL DRAWING NOTES
FOUNDATION PLAN
SECTIONS AND DETAILS
5"
DESIGNER
Michael Keeshen, Architect
Phone #
State
FIRST FLOOR PLAN
ROOF PLAN
EXTERIOR ELEVATIONS
BUILDING SECTIONS
WALL SECTIONS
WALL SECTION AND DETAILS
DOOR AND WINDOW TYPES, SCHEDULE & DETAILS
Permit Set
Name of Project:
Address:
400 AZALEA SQUARE BLVD. SUMMERVILLE, S.C. 29483
Proposed Use:
RETAIL / RESTURANT
Owner or Authorized Agent:
COTHRAN PROPERTIES, LLC
Owned By:
City/County
Private
Code Enforcement Jurisdiction:
City
SUMMERVILLE
County
LANDSCAPE SHEET
GMC # AGRE130029
BUILDING CODE SUMMARY
CIVIL SHEET
Summerville, S.C. 29483
VICINITY MAP
TITLE SHEET
400 Azalea Square Blvd.
0. GENERAL
T1.0
1. CIVIL
C1.1
2. LANDSCAPE
L1.2
3. ARCHITECTURE
A-101
A-191
A-201
A-301
A-311
A-312
A-601
4. STRUCTURAL
S-001
S-101
S-301
6. PLUMBING
P-101
P-102
P-201
7. ELECTRICAL
E-100
E-101
E-200
Permit Set 10/04/13
Sheet Number
INDEX OF DRAWINGS
Sheet Name
ISSUE DATE
TBD
GOODWYN, MILLS & CAWOOD
BERENYI CIVIL ENGINEERING, LLC
FULLER CONSULTING ENGINEERS
LEBLANC WELCH CONSULTING ENGINEERS
H2L CONSULTING ENGINEERS
LEBLANC WELCH CONSULTING ENGINEERS
GENERAL CONTRACTOR
ARCHITECTS
CIVIL ENGINEERS
STRUCTURAL ENGINEERS
MECHANICAL ENGINEERS
ELECTRICAL ENGINEERS
PLUMBING ENGINEERS
B
1
C
D
E
F
G
186' - 8"
166' - 8"
4
A-101
2' - 8" 3' - 4"
8' - 0"
1' - 4"
M.O.
31' - 4"
21' - 4"
34' - 0"
18' - 8"
3' - 4"
12' - 0"
3' - 4" 3' - 4"
12' - 0"
M.O.
29' - 4"
29' - 4"
61' - 4"
3' - 4"
5' - 4"
12' - 0"
M.O.
3' - 4"
M.O.
8' - 4"
3' - 4"
M.O.
8' - 4"
3' - 4"
12' - 0"
M.O.
5' - 4"
3' - 4"
M.O.
21' - 4"
31' - 4"
18' - 8"
34' - 0"
12' - 0"
3' - 4" 3' - 4"
12' - 0"
M.O.
1' - 4"
3' - 4"
12' - 0"
M.O.
3' - 4"
M.O.
SCREEN WALL, SEE STRUCT.
103B
102B
105C
1
101B
104B
Sim
Sim
2
A-101
2
A-101
14' - 8"
14' - 8"
14' - 8"
5' - 8"
100C
8' - 4 7/8"
RISER ROOM
106
106
MILLS
1' - 4"
2' - 0"
20' - 0"
26' - 4"
GOODWYN
6' - 4"
2
M.O.
12' - 0"
M.O.
12' - 0"
A-301
3' - 4"
26' - 4"
Sim
A-301
2
A-101
Sim
3
A-101
101A
14' - 8"
14' - 8"
14' - 8"
1
drawn by: WAS
checked by: MPK
92' - 0"
3
M.O.
12' - 0"
M.O.
12' - 0"
3' - 4"
3
A-101
3 A-201
Permit Set 10/04/13
RESTAURANT
TENANT F
105
72' - 0"
RETAILER
TENANT E
104
15' - 4"
RESTAURANT
TENANT D
103
M.O.
RESTAURANT
TENANT C
102
2
ISSUE DATE
Sim
RETAILER
TENANT B
101
12' - 0"
M.O.
12' - 0"
42' - 8"
105B
RESTAURANT
TENANT A
100
3' - 4"
A-201 2
72' - 0"
CONCRETE PATIO
3' - 4"
3
A-101
100B
A
C AWO O D
A-201
4
A-101
104A
4
103A
102A
105A
2' - 0"
100A
12' - 0"
M.O.
18' - 8"
M.O.
8' - 4"
3' - 4"
M.O.
8' - 4"
3' - 4"
M.O.
12' - 0"
5' - 4"
M.O.
3' - 4"
12' - 0"
3' - 4" 3' - 4"
12' - 0"
M.O.
18' - 8"
61' - 4"
3' - 4"
12' - 0"
M.O.
3' - 4"
M.O.
34' - 0"
114' - 0"
52' - 8"
20' - 0"
166' - 8"
186' - 8"
4
A-301
4
A-201
FINISH FLOOR
SCALE:
CONCRETE PATIO
1/8" = 1'-0"
11 3/8"
5/8"
3/4"
1"
3 5/8"
6"
IFS
11 3/8"
3/4"
6"
IFS
3/4"
11 3/8"
5/8"
NATURAL ANODIZED
ALUMINUM STOREFRONT
CONT. SEALANT AND
BACKER ROD EACH SIDE
11 3/8"
6"
1"
1
3 5/8"
STEEL COLUMN, SEE STRUCT.
FACE BRICK OVER AIR SPACE OVER
DAMPPROOFING MEMBRANE OVER
3/4" EXT. GRADE SHEATHING OVER 6"
METAL STUDS @ 16" O.C. WITH BATT
INSUL. BETWEEN OVER 5/8" GWB ( AS
PART OF INTERIOR BUILD OUT)
1"
2
AS PART OF INTERIOR BUILD OUT,
1 1/2" "C" STUD FURRING WITH
5/8" GWB OVER
AS PART OF INTERIOR BUILD
OUT, 1 1/2" "C" STUD FURRING
WITH 5/8" GWB OVER.
3 5/8"
1"
6"
5/8"
3/4"
11 3/8"
4 5/8"
IFS
SCALE:
1" = 1'-0"
3
PLAN DETAIL
SCALE:
1" = 1'-0"
4
PLAN DETAIL
SCALE:
1" = 1'-0"
TE
I
2
PLAN DETAIL
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SOUTH C
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S
INC
GREENVILLE, SC
No. 01039
S
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1' - 0 5/8"
CONT. SEALANT AND
IFS
4 5/8"
3/4"
3 5/8"
1' - 0 5/8"
NATURAL ANODIZED
ALUMINUM STOREFRONT
4
3 5/8"
6"
1"
6"
AS PART OF INTERIOR BUILD
OUT, 1 1/2" "C" STUD FURRING
WITH 5/8" GWB OVER
5/8"
IFS
2"
5/8"
9 3/8"
1"
3/4"
11 3/8"
IFS
4 5/8"
B
3 5/8"
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of
1
3
A-301
sheet
34' - 0"
3' - 4"
Permit Set
5' - 4"
A-101
M.O.
3' - 4"
GMC # AGRE130029
12' - 0"
3' - 4" 3' - 4"
M.O.
12' - 0"
3' - 4"
FIRST FLOOR PLAN
12' - 0"
20' - 0"
3' - 4"
C
D
E
9' - 8"
F
G
9' - 8"
METAL CANOPY, TYP.
13' - 4"
SLOPE
SLOPE
TYP.
8' - 0"
SLOPE
SLOPE
8' - 0"
SLOPE
8' - 0"
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
TYP.
B
C AWO O D
A
1
CRICKET
METAL COPING CAP, TYP.
RD
RD
SLOPE
SLOPE
RD
SLOPE
SLOPE
ERD
SLOPE
SLOPE
ERD
ERD
CRICKET
CRICKET
MILLS
CRICKET
CRICKET
CRICKET
CRICKET
CRICKET
GOODWYN
2
A-301
SLOPE
SLOPE
TPO ROOFING MEMBRANE
OVER RIGID INSUL OVER
ROOF DECK
8' - 0"
SLOPE
OVER RIGID INSUL OVER
ROOF DECK
8' - 0"
TYP.
TYP.
TYP.
13' - 4"
SLOPE
13' - 4"
2
TYP.
drawn by: WAS
checked by: MPK
Permit Set 10/04/13
ISSUE DATE
METAL CANOPY, TYP.
3/4" / 12"
SLOPE
3/4" / 12"
SLOPE
SLOPE
SLOPE
1
A-301
ROOF PLAN
1/8" = 1'-0"
SOUTH C
OFGOODWYN, ARO
L
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MILLS &
NA
A
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CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
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Permit Set
A-301
CENTER OVER GLASS, TYP.
of
A-301
6' - 8"
sheet
4
A-191
3
GMC # AGRE130029
1
9' - 8"
TYP.
9' - 8"
METAL CANOPY, TYP.
13' - 4"
ROOF PLAN
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
8' - 0"
SLOPE
8' - 0"
SLOPE
SLOPE
SLOPE
SLOPE
TYP.
4
8' - 0"
METAL CANOPY, TYP.
3
F
E
3
D
C
B
A-301
BRICK SOLDIER
COURSE, COLOR #1
BRICK VENEER, COLOR #1
A
BRICK SOLDIER
COURSE, COLOR #1
METAL COPING CAP
T.O. MASONARY HIGH
24' - 0"
5' - 4"
12' - 0"
RECESSED
FACE BRICK
12' - 0"
3' - 4"
8' - 4"
3' - 4"
8' - 4"
3' - 4"
12' - 0"
5' - 4"
3' - 4"
3' - 4"
RECESSED
FACE BRICK
RECESSED
FACE BRICK
RECESSED
FACE BRICK
RECESSED
FACE BRICK 1' - 4"
8"
1' - 4"
12' - 0"
8' - 5 3/8"
BRICK SOLDIER
COURSE, COLOR #1
3' - 4"
9' - 9 3/8"
12' - 0"
8' - 5 3/8"
3' - 4"
T.O. MASONARY MED
22' - 8"
RECESSED
FACE BRICK
3' - 4"
RECESSED
FACE BRICK
3' - 4" T.O. MASONARY LOW
20' - 0"
12' - 0"
RECESSED
FACE BRICK
BRICK VENEER ACCENT,
COLOR #2
104B
B
103B
B
3' - 4"
105C
102B
101B
106
C
100C
GOODWYN
D
NATURAL ANODIZED
ALUMINUM STOREFRONT
4' - 10 5/8"
8"
7' - 9 3/8"
METAL CANOPY
BRICK SOLDIER
COURSE, COLOR #1
1
MILLS
G
FINISH FLOOR
0' - 0"
EAST
A-301
1
2
BRICK SOLDIER
COURSE, COLOR #1
METAL COPING CAP
BRICK VENEER
ACCENT, COLOR #2
12' - 0"
8' - 5 3/8"
14' - 8"
3' - 4"
RECESSED
FACE BRICK
1' - 4"
12' - 0"
3' - 4"
RECESSED
FACE BRICK
8"
A-301
3
12' - 0"
4
4
T.O. MASONARY HIGH
24' - 0"
METAL CANOPY
1
3
A-301
METAL COPING CAP
14' - 8"
RECESSED
FACE BRICK
14' - 8"
1' - 4"
A-301
BRICK VENEER
ACCENT, COLOR #2
T.O. MASONARY MED
22' - 8"
2
2
12' - 0"
3' - 4"
12' - 0"
RECESSED
FACE BRICK
3' - 4"
1
BRICK SOLDIER
COURSE, COLOR #1
12' - 0"
RECESSED
FACE BRICK
T.O. MASONARY HIGH
24' - 0"
T.O. MASONARY MED
22' - 8"
drawn by: WAS
checked by: MPK
1
Permit Set 10/04/13
2
ISSUE DATE
1/8" = 1'-0"
8' - 5 3/8"
SCALE:
C AWO O D
4
A-301
14' - 8"
RECESSED
FACE BRICK
1' - 4"
8"
1' - 4"
METAL CANOPY
1/8" = 1'-0"
SCALE:
1/8" = 1'-0"
4
3
A
B
C
A-301
A-301
D
METAL COPING CAP
E
F
BRICK SOLDIER COURSE, COLOR #1
G
T.O. MASONARY HIGH
24' - 0"
5' - 4"
METAL CANOPY
3' - 4"
RECESSED
FACE BRICK
12' - 0"
12' - 0"
3' - 4"
8' - 4"
3' - 4"
8' - 4"
3' - 4"
12' - 0"
T.O. MASONARY MED
22' - 8"
5' - 4"
3' - 4"
3' - 4"
9' - 9 3/8"
12' - 0"
8' - 5 3/8"
3' - 4"
RECESSED
FACE BRICK
RECESSED
FACE BRICK
RECESSED
FACE BRICK 1' - 4"
8"
RECESSED
1' - 4" FACE BRICK
Permit Set
SOUTH
GMC # AGRE130029
FINISH FLOOR
0' - 0"
3
A
FINISH FLOOR
0' - 0"
NORTH
12' - 0"
RECESSED
FACE BRICK
RECESSED
FACE BRICK
3' - 4"
12' - 0"
RECESSED
FACE BRICK
3' - 4"
T.O. MASONARY LOW
20' - 0"
BRICK SOLDIER
COURSE, COLOR #1
WEST
SCALE:
1/8" = 1'-0"
102A
B
B
103A
A
104A
BRICK VENEER
ACCENT, COLOR #2
105A
NATURAL ANODIZED
ALUMINUM STOREFRONT
FINISH FLOOR
0' - 0"
SOUTH C
OFGOODWYN, ARO
L
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MILLS &
NA
A
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CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
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4
NATURAL ANODIZED
ALUMINUM STOREFRONT
101A
T E
C T
A
100A
3' - 4"
BRICK SOLDIER
COURSE, COLOR #1
4' - 10 5/8"
8"
METAL CANOPY
sheet
7' - 9 3/8"
LIGHT FIXTURE
A-201
BRICK VENEER
ACCENT, COLOR #2
EXTERIOR ELEVATIONS
SCALE:
105B
A
NATURAL ANODIZED
ALUMINUM STOREFRONT
8"
BRICK SOLDIER
COURSE, COLOR #1
BRICK SOLDIER
COURSE, COLOR #1
A
100B
3' - 4"
3' - 4"
A
8' - 5 3/8"
2
4' - 10 5/8"
NATURAL ANODIZED
ALUMINUM STOREFRONT
7' - 9 3/8"
LIGHT FIXTURE
8"
LIGHT FIXTURE
4' - 10 5/8"
7' - 9 3/8"
METAL CANOPY
A-301
A-301
E
D
C
B
A
T.O. MASONARY HIGH
24' - 0"
T.O. MASONARY MED
22' - 8"
MILLS
T.O. MASONARY LOW
20' - 0"
GOODWYN
2
A-311
FINISH FLOOR
0' - 0"
1
F
3
C AWO O D
G
4
BUILDING SECTION
2
A-301
A-301
3
2
4
1
3
2
A-301
1
2
1
A-301
T.O. MASONARY HIGH
24' - 0"
T.O. MASONARY MED
22' - 8"
T.O. MASONARY LOW
20' - 0"
3/4" / 12"
T.O. MASONARY MED
22' - 8"
1
A-311
3/4" / 12"
drawn by: WAS
checked by: MPK
4
1
Permit Set 10/04/13
1/8" = 1'-0"
ISSUE DATE
SCALE:
1/8" = 1'-0"
SCALE:
1/8" = 1'-0"
4
3
A
B
A-301
C
A-301
D
E
F
G
T.O. MASONARY HIGH
24' - 0"
Permit Set
SCALE:
GMC # AGRE130029
4
BUILDING SECTION
BUILDING SECTION
3
FINISH FLOOR
0' - 0"
FINISH FLOOR
0' - 0"
3
A-311
T.O. MASONARY MED
22' - 8"
T.O. MASONARY LOW
20' - 0"
1/2" / 12"
3/4" / 12"
3/4" / 12"
3/4" / 12"
3/4" / 12"
1/2" / 12"
I
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of
1/8" = 1'-0"
sheet
SCALE:
SOUTH C
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MILLS &
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CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
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2
BUILDING SECTION
A-301
FINISH FLOOR
0' - 0"
BUILDING SECTIONS
1
A-312
T.O. MASONARY HIGH
24' - 0"
G
METAL COPING CAP AND CLETES
1
Sim
4
A-312
T.O. MASONARY MED
22' - 8"
T.O. MASONARY MED
22' - 8"
METAL COPING CAP BEYOND
4
A-312
C AWO O D
4
3
A-312
MILLS
BRICK VENEER WALL BEYOND
Sim
5/8" DENSGLASS SHEATHING
4
A-312
TPO ROOFING MEMBRANE. RUN
MEMBRANE DOWN WALL AND MIN
OF 8" ONTO ROOF TPO MEMBRANE
2 5/8"
5/8" DENSGLASS SHEATHING
T.O. MASONARY LOW
20' - 0"
CONT. SEALANT
GOODWYN
8"
P.T. WOOD BLOCKING
(2) SOLDIER COURSES
FIBER CANT
MEMBRANE UP WALL MIN OF 8"
RUN TPO ROOFING MEMBRANE UP
AND OVER TOP OF WALL
4 1/2" RIGID INSULATION
1 1/2" METAL ROOF DECK, SEE
STRUCT.
STRUCT.
DAMPPROOFING MEMBRANE OVER 3/4"
EXT. GRADE SHEATHING OVER 6" METAL
STUDS @ 16" O.C. WITH BATT INSUL.
BETWEEN OVER 5/8" DENSGLASS SHEATING
OVER TPO ROOFING MEMBRANE
8"
CONT. SEALANT
METAL PURLINS, SEE STRUCT.
Sim
3
A-312
STEEL ROOF STRUCTURE
BEYOND, SEE STRUCT
5' - 9 3/8"
RIGID INSULATION CRICKET
BEYOND, SEE STRUCT
1' - 0"
5/8"
BEYOND, SEE STRUCT
STEEL COLUMN BEYOND,
SEE STRUCT
6"
3/4"
3 5/8"
1"
11 3/8"
6"
4 5/8"
5/8"
1"
IFS
11 3/8"
3/4"
3 5/8"
6"
1' - 0 5/8"
5/8"
1"
BRICK SOLDIER COURSE
8"
8"
8"
8' - 7"
Permit Set
SEE STRUCT
GMC # AGRE130029
7' - 4"
METAL CANOPY BEYOND
METAL CANOPY
(2) SOLDIER COURSES
3/4"
3 5/8"
IFS
8"
METAL CANOPY
SUPPORTS BEYOND
8"
CANOPY BRACING PER
MANUF. REQUIREMENTS
drawn by: WAS
checked by: MPK
ISSUE DATE
BRICK WALL TIE @ 16" O.C.
VERTICALLY, TYP.
BRICK WALL TIE @ 16"
O.C. VERTICALLY, TYP.
Permit Set 10/04/13
STRUCT.
BRICK SOLDIER COURSE BEYOND
BRICK SOLDIER COURSE
Sim
Sim
2
A-312
2
A-312
2
A-312
CONCRETE FOOTING, SEE STRUCT.
CONCRETE SLAB OVER VAPOR BARRIER
OVER GRAVEL BASE, SEE STRUCT.
SEE STRUCT
SEE STRUCT
SEE STRUCT
SEE STRUCT
SEE STRUCT
SEE STRUCT
SOUTH C
OFGOODWYN, ARO
L
TE
MILLS &
NA
A
T
CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
3/4" = 1'-0"
2
SCALE:
3/4" = 1'-0"
3
WALL SECTION
SCALE:
3/4" = 1'-0"
TE
I
SCALE:
WALL SECTION
R EG
1
WALL SECTION
R ED
T E
C T
I
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10/9/2013 11:18:55 AM
of
5 3/8"
sheet
FINISH FLOOR
0' - 0"
A-311
GROUT CAVITY SOLID
FINISH FLOOR
0' - 0"
WALL SECTIONS
5 3/8"
CONT. METAL FLASHING WITH
WEEPS @ 24" O.C.
SEE STRUCT
FINISH FLOOR
0' - 0"
SEE STRUCT
GROUT CAVITY SOLID
SEE STRUCT
WEEPS @ 24" O.C.
3' - 4"
3' - 4"
3' - 4"
NATURAL ANODIZED ALUMINUM
STOREFRONT SYSTEM
3 5/8"
4
4
A-312
1"
IFS
11 3/8"
T.O. MASONARY MED
22' - 8"
3 5/8"
6"
1"
INSUL. BETWEEN OVER 5/8"
DENSGLASS SHEATHING OVER TPO
ROOFING MEMBRANE
1' - 0 5/8"
5/8"
3/4"
8"
FINISH FLOOR
0' - 0"
CONT. SEALANT
8" MIN.
WEEPS @ 24" O.C.
GROUT CAVITY SOLID
3/4"
3 5/8" 1/2"
1/2"
CONT. SEALANT
SEE STRUCT
BEYOND, SEE STRUCT
SEE STRUCT
2
SEE STRUCT
3
DETAIL
Sim
3
A-312
5
A-312
SCALE:
DETAIL
1 1/2" = 1'-0"
SCALE:
1 1/2" = 1'-0"
G
STRUCT.
4
4 5/8"
5/8"
BEYOND, SEE STRUCT
IFS
11 3/8"
6"
3/4"
1/2"
P.T. WOOD BLOCKING
STEEL BEAM, SEE STRUCT.
8"
CANOPY BRACING PER
MANUF. REQUIREMENTS
DAMPPROOFING MEMBRANE OVER 3/4" EXT.
GRADE SHEATHING OVER 6" METAL STUDS @
16" O.C. WITH BATT INSUL. BETWEEN OVER
5/8" GWB ( AS PART OF INTERIOR BUILD OUT)
8"
T.O. MASONARY HIGH
24' - 0"
METAL COPING CAP AND CLEATS
3 5/8" 1/2"
6" METAL STUD BOX HEADER
GALV. STEEL SPACE W/ 9/16"
HOLE DRILLED IN THE CENTER
1/2" DIA. THRU EYEBOLT (WELDED)
W/ WASHERS, NUTS. SECURE PER
MANUF. REQUIREMENTS
(2) SOLDIER COURSES
3 5/8"
1"
5/8"
3/4"
11 3/8"
1' - 0 5/8"
IFS
(2) BRICK SOLDIER COURSES
4
DETAIL
WEEPS @ 24" O.C.
METAL CANOPY
6"
STEEL LINTEL, SEE STRUCT.
SCALE:
1 1/2" = 1'-0"
CONT. SEALANT AND
SEE STRUCT.
3/4" DIA. HANGER PIPE, SEE
ELEV. FOR QUANTITY OF
SUPPORT PIPES
NATURAL ANODIZED
ALUMINUM STOREFRONT
1/2" DIA. THRU BOLT W/ WASHERS,
NUTS. SECURE PER MANUF
REQUIREMENTS
EXTRUDED ALUMINUM
CANOPY SUPPORT "I" BEAM
1/8" SLOPE
8"
11' - 4"
EXTRUDED ALUMINUM FASCIA
SUPPORT ANGLE
EXTRUDED ALUMINUM
FRONT CLIP ANGLE
EXTRUDED ALUMINUM
INTERLOCKING DECKING
8' - 0"
5
EXTRUDED ALUMINUM 8"
STYLE "J" FASCIA
Permit Set
6"
CONCRETE SLAB OVER VAPOR
BARRIER OVER GRAVEL BASE,
SEE STRUCT.
drawn by: WAS
checked by: MPK
11 3/8"
STRUCT.
GMC # AGRE130029
5/8"
FIBER CANT
IFS
5 3/8"
SEE STRUCT
4 5/8"
8' - 5 3/8"
INSET FACE BRICK. SEE ELVATIONS
FOR EACH LOCATION
GOODWYN
Permit Set 10/04/13
8"
(2) SOLDIER COURSES
ISSUE DATE
P.T. WOOD BLOCKING
3/4"
2 5/8"
METAL COPING CAP BEYOND
5/8"
8" MIN.
G
6"
MILLS
Sim
1' - 0 5/8"
IFS
11 3/8"
C AWO O D
4
DETAIL
NATURAL ANODIZED ALUMINUM
STOREFRONT SYSTEM
SCALE:
1" = 1'-0"
Sim
2
A-312
3/4" = 1'-0"
TE
I
SCALE:
R EG
1
WALL SECTION
R ED
T E
C T
I
H
AR C
I
10/9/2013 11:18:56 AM
of
SEE STRUCT
sheet
SEE STRUCT
SOUTH C
OFGOODWYN, ARO
L
TE
MILLS &
NA
A
T
CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
A-312
WALL SECTION AND
DETAILS
SEE STRUCT
FINISH FLOOR
0' - 0"
2"
2"
T
T
T
T
T
A
B
C
D
NATURAL ANODIZED
ALUMINUM STOREFRONT
NATURAL ANODIZED
ALUMINUM STOREFRONT
NATURAL ANODIZED
ALUMINUM STOREFRONT
NATURAL ANODIZED
ALUMINUM STOREFRONT
2"
T
2"
SEE SCHED
2"
FACE BRICK
4"
T
WALL WIDTH
DOOR WIDTH
T
T
METAL FLASHING AND
WATERPROOFING MEMBRANE
STEEL LINTEL, SEE STRUCT
SHIM AS REQ.
5/8" GWB OVER 6"
METAL STUDS
CONT. SEALANT AND
BACKER ROD EACH SIDE, TYP.
F1
F2
F3
NATURAL ANODIZED
ALUMINUM STOREFRONT
NATURAL ANODIZED
ALUMINUM STOREFRONT
NATURAL ANODIZED
ALUMINUM STOREFRONT
HOLLOW METAL
FRAME
STOREFRONT GLAZING
(TEMPER WHERE NOTED)
drawn by: WAS
checked by: MPK
T
T
2"
4' - 2"
MILLS
T
3' - 0"
2"
1' - 11"
2"
11' - 4"
11' - 4"
T
4' - 2"
C AWO O D
2"
1' - 11"
1' - 11"
2"
2"
3' - 9"
1' - 11"
1' - 11"
2"
1' - 11"
2"
2"
11' - 4"
T
3' - 9"
2"
2"
2"
2"
T
2"
2"
T
2"
Permit Set 10/04/13
T
T
SEE SCHED
T
2"
2"
DOOR WIDTH
T
SEE SCHED
SEE SCHED
T
6' - 10"
11' - 4"
SEE SCHED
DOOR HEIGHT
2"
T
2"
2' - 4"
1' - 0"
1' - 11"
T
SEE SCHED
4' - 2"
2"
1' - 11"
T
3' - 0"
2"
DOOR HEIGHT
2"
DOOR WIDTH
T
4' - 2"
3' - 0"
ISSUE DATE
2"
2"
1' - 11"
2"
2' - 8"
2"
1' - 11"
2"
6' - 10"
11' - 4"
2' - 11"
T
2"
2' - 11"
2"
2' - 8"
2"
2"
1' - 11"
12' - 0"
12' - 0"
2"
1' - 11"
1/4" = 1'-0"
DOOR HEIGHT
FRAME TYPES
2' - 4"
GOODWYN
PAIR OF ALUMINUM
MEDIUM STILE DOORS WITH
5/8" INSULATED GLASS
2"
6' - 10"
ALUMINUM MEDIUM
STILE DOOR WITH 5/8"
INSULATED GLASS
2"
2"
2"
FLUSH SOLID CORE
HOLLOW METAL DOOR
2"
2' - 8"
6' - 10"
AL-P1
2' - 11"
12' - 0"
2"
AL-1
Comments
2' - 11"
8' - 0"
2"
HM-1
Hardware Set
2' - 8"
2"
T
2"
6' - 10"
T
Type Width Height
AL-P1 6' - 0" 7' - 0"
AL-P1 6' - 0" 7' - 0"
AL-1 3' - 0" 7' - 0"
AL-P1 6' - 0" 7' - 0"
AL-1 3' - 0" 7' - 0"
AL-P1 6' - 0" 7' - 0"
AL-1 3' - 0" 7' - 0"
AL-P1 6' - 0" 7' - 0"
AL-1 3' - 0" 7' - 0"
AL-P1 6' - 0" 7' - 0"
AL-1 3' - 0" 7' - 0"
AL-P1 6' - 0" 7' - 0"
AL-P1 6' - 0" 7' - 0"
AL-1 3' - 0" 7' - 0"
HM-1 3' - 0" 7' - 0"
Door
Thickness Material Finish
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 2"
ALUM ALUM
0' - 1 3/4"
HM
PTD
2"
T
Door
Number
100A
100B
100C
101A
101B
102A
102B
103A
103B
104A
104B
105A
105B
105C
106
11' - 4"
SEE SCHED
SEE SCHED
SEE SCHED
SEE SCHED
SEE SCHED
SEE SCHED
8' - 4"
2"
12' - 0"
DOOR SCHEDULE
Frame
Details - Sheet A-611
Material Finish Head Jamb
Sill
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
ALUM ALUM
H1
J1
S1
HM
PTD
H2
J2
S2
2"
1/4" = 1'-0"
6' - 10"
DOOR TYPES
1/4" = 1'-0"
2"
WINDOW TYPES
WH1
7"
7"
1' - 0"
WALL WIDTH
ALUMINUM STOREFRONT
MEDIUM STILE DOOR - SEE
SCHEDULE
FACE BRICK
DOOR SWEEP
DOUBLE STUD AT JAMBS
ALUMINUM STOREFRONT
VERTICAL MULL
ALUMINUM THRESHOLD SET IN
FULL BED OF SEALANT
DOOR STOP
DOOR STOP
SCHEDULED
FLOOR
ALUMINUM STOREFRONT
SCHEDULE
ALUMINUM STOREFRONT
SCHEDULE
SHIM AS REQ.
5/8" GWB OVER 6"
METAL STUDS
CONT. SEALANT AND
NATURAL ANODIZED
ALUMINUM STOREFRONT
FLOOR SUBSTRATE - SEE
STRUCTURAL
H1
J1
STOREFRONT GLAZING
S1
WJ1
1' - 0"
1' - 0"
WALL WIDTH
WALL WIDTH
Permit Set
ALUMINUM STOREFRONT
HORIZONTAL MULL
GMC # AGRE130029
2"
EXT. GRADE SHEATHING AND
STOREFRONT GLAZING (TEMPER
WHERE NOTED)
STOREFRONT GLAZING (TEMPER
WHERE NOTED)
DOOR SWING
ALUMINUM STOREFRONT
HORIZONTAL MULL BEYOND
2"
ALUMINUM STOREFRONT VERTICAL
MULL BEYOND
DOOR - SEE SCHEDULE
FACE BRICK
FACE BRICK
METAL FLASHING AND
EXT. GRADE SHEATHING AND
STEEL LINTEL, SEE STRUCT
DOUBLE STUD AT JAMBS
SHIM AS REQ.
5/8" GWB OVER 6"
METAL STUDS
CONT. SEALANT AND
HALF SADDLE THRESHOLD
SET IN FULL BED OF
SEALANT
STOREFRONT GLAZING
SHIM AS REQ.
SCHEDULED FLOORING
5/8" GWB OVER 6"
METAL STUDS
CONT. SEALANT AND
NATURAL ANODIZED
ALUMINUM STOREFRONT
STRUCTURAL
CONT. SEALANT AND BACKER ROD
SHIM AS REQUIRED
HOLLOW METAL FRAME
WITH DOUBLE BACKBEND.
HOLLOW METAL FRAME
WITH DOUBLE BACKBEND.
CONT. SEALANT AND BACKER ROD
EXPANSION JOINT
SLOPE AWAY 1/4" / FT.
H2
J2
STRUCTURAL
S2
WS1
SOUTH C
OFGOODWYN, ARO
L
TE
MILLS &
NA
A
T
CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
WINDOW HEAD / JAMB / SILL
SCALE:
SCALE:
3" = 1'-0"
3" = 1'-0"
R EG
DOOR HEAD / JAMB / SILL
I
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R ED
T E
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10/9/2013 11:18:57 AM
of
DOOR AS SCHEDULED
sheet
SCHEDULED FLOOR
DOOR AS SCHEDULED
A-601
DOOR STOP
DOOR AND WINDOW
TYPES, SCHEDULE &
DETAILS
DOOR STOP
A
B
C
D
E
F
G
RISER ROOM
106
1
CONCRETE PATIO
2
RESTAURANT
TENANT A
100
RETAILER
TENANT B
101
RESTAURANT
TENANT C
102
RESTAURANT
TENANT D
103
RETAILER
TENANT E
104
RESTAURANT
TENANT F
105
3
4
CONCRETE PATIO

400 AZALEA SQUARE BLVD., SUMMERVILLE, SC 29483 for

Transcription

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