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 - PHASE II
GOODWYN
400 AZALEA SQUARE BLVD., SUMMERVILLE, SC 29483
for
COTHRAN PROPERTIES, LLC
PROJECT TEAM
BUILDING CODE SUMMARY
Goodwyn, Mills & Cawood
NAME
PHONE #
Matthew King
864.527.0460
YEAR EDITION OF CODE:
Construction Type:
Sprinklers:
Standpipes:
Fire District:
Building Height:
Mezzanine:
High Rise:
E-MAIL
[email protected]
EXIT
2012 International Building Code
New Construction
BUILDING DATA
[email protected]
Renovation (Existing Bldg.)
Upfit
EXIT
Alteration
IBC
II-B
No
Yes
No
Yes
No
Yes
1 Story
No
Yes
No
Yes
Gross Building Area (sq. ft.):
FLOOR
EXISTING
NEW
REN0/
UPFIT
FIRST FLOOR
0
6,332
0
TOTAL
0
6,332
0
RESTAURANT
TENANT A
100
RETAILER
TENANT B
101
FIRE PROTECTION REQUIREMENTS
Life Safety Plan Sheet #, if provided
T1.0
Tenant Separation
0 HOUR
TOTA
L TRA
0 HR RATED CONSTRUCTION (SPRINKLER)
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting:
Exit Signs:
Fire Alarm:
Smoke Detection Systems:
No
No
No
No
RESTURANT /
RETAILER
TENANT C
102
EXIT
OCCUPANTS
ALLOWED PER
EXIT
46 100
FIRE EXTINGUISHER
TYP. EACH TENANT
SPACE (1) FE
OCCUPANCY - BUSINESS OR
MERCANTILE
F.E.
EXIT
SOUTH C
OFGOODWYN, ARO
L
TE
MILLS &
NA
A
T
CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
I
R EG
8 EXIT CLEARLY MARKED IN THE SPACE
EXIT
2
F.E.
Yes
Yes
Yes
Yes
EXIT REQUIREMENTS
NUMBER AND ARRANGEMENT OF EXITS
ACTUAL
OCCUPANT
LOAD PER EXIT
EGRESS DIRECTION
VEL D
BUILDING ELEMENT
Corridor Separation
drawn by: WAS
checked by: MPK
EXIT WIDTH
ISTAN
CE = 3
6'-7"
Business
Mercantile
TBD with Interior Upfits based on size and use
ELECTRICAL LEGEND & SPECIFICATIONS
ELECTRICAL DETAILS, SCHEDULES & DIAGRAMS
ELECTRICAL PLAN
LIFE SAFETY LEGEND
ALLOWABLE AREA
Primary Occupancy:
Occupant Load:
PLUMBING PLAN
PLUMBING ROOF PLAN
OVERALL SQUARE FOOTAGE = 6,332 SF
EXIT
LOCATION MAP
EXIT
GENERAL NOTES AND DESIGN CRITERIA
FOUNDATION PLAN
FOUNDATION SECTIONS
METAL STUD NOTES AND DETAILS
METAL STUD LAYOUT
SECTIONS
SCALE:
TE
I
LIFE SAFETY PLAN
R ED
H
AR C
I
1/16" = 1'-0"
8/8/2014 3:28:31 PM
of
Project Mgr
FIRM
864.527.0460
sheet
DESIGNER
Michael Keeshen, Architect
864.250.0828
FLOOR AND ROOF PLANS AND PLAN DETAILS
EXTERIOR ELEVATIONS
BUILDING SECTIONS
WALL SECTIONS
WALL SECTION AND DETAILS
DOOR AND WINDOW TYPES, SCHEDULE & DETAILS
SPECIFICATIONS
SPECIFICATIONS
T1.0
LEAD DESIGN PROFESSIONAL:
Phone #
State
PLANTING PLAN
PLANTING SCHEDULE AND DETAILS
TITLE SHEET, LIFE
SAFETY AND BUILDING
CODE SUMMARY
SHOPPES AT AZALEA SQUARE PHASE II
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
CIVIL TITLE SHEET
EXISTING CONDITIONS
DEMOLITION AND ON-SIT SWPPP
SITE PLAN
PAVING, GRADING AND DRAINAGE
WATER AND SEWER
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
Permit Set
VICINITY MAP
TITLE SHEET, LIFE SAFETY AND BUILDING CODE SUMMARY
GMC # AGRE140027
PER LABOR, LICENSING AND REGULATION - STATE BOARD OF
ARCHITECTURAL EXAMINERS CHAPTER 11, SECTION 12, ITEM 4
GOODWYN, MILLS AND CAWOOD, INC. (GMC) IS NOTIFYING BOTH
PARTIES THAT GMC NOR ITS CONSULTANTS HAVE BEEN ENGAGED
TO PERFORM MINIMAL CONSTRUCTION ADMINISTRATION
SERVICES AS OUTLINED IN CHAPTER 11, SECTION 12, ITEM 5 OF
THE SOUTH CAROLINA DEPARTMENT OF LABOR, LICENSING AND
REGULATION - STATE BOARD OF ARCHITECTURAL EXAMINERS.
Summerville, S.C. 29483
0. GENERAL
T1.0
1. CIVIL
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
2. LANDSCAPE
L1
L2
3. ARCHITECTURE
A-101
A-201
A-301
A-311
A-312
A-601
A-602
A-603
4. STRUCTURAL
S-001
S-101
S-201
S-301
S-302
S-303
6. PLUMBING
P-101
P-102
7. ELECTRICAL
E-100
E-101
E-200
Sheet Name
ISSUE DATE
Sheet Number
NOTICE TO BUILDING OWNER,
TENANT, AND BUILDING OFFICIAL
Permit Set 10/04/13
INDEX OF DRAWINGS
T E
C T
TBD
GOODWYN, MILLS & CAWOOD
BERENYI CIVIL ENGINEERING, LLC
FULLER CONSULTING ENGINEERS
LEBLANC WELCH CONSULTING ENGINEERS
H2L CONSULTING ENGINEERS
LEBLANC WELCH CONSULTING ENGINEERS
EXIT
GENERAL CONTRACTOR
ARCHITECTS
CIVIL ENGINEERS
STRUCTURAL ENGINEERS
MECHANICAL ENGINEERS
ELECTRICAL ENGINEERS
PLUMBING ENGINEERS
3' - 4"
12' - 0"
M.O.
1' - 8"
3' - 0"
2' - 8"
12' - 0"
M.O.
3' - 0"
30' - 8"
1' - 8"
12' - 0"
M.O.
3' - 4"
8' - 0"
2' - 0" 3' - 4"
M.O.
M.O.
M.O.
5' - 0"
5' - 8"
1
1
SLOPE
15' - 8"
METAL COPING CAP, TYP.
6' - 4"
RISER ROOM
103
9' - 8"
METAL CANOPY, TYP.
102C
15' - 8"
D
4"
2' - 0"
2' - 0"
101B
C
2' - 8"
103
100C
B
RD
SLOPE
CRICKET
CRICKET
RD
SLOPE
SLOPE
ERD
ERD
CRICKET
CRICKET
26' - 4"
2
A-301
GOODWYN
26' - 4"
6
A-312
A-301
SLOPE
M.O.
12' - 0"
M.O.
3' - 4"
Sim
3
A-101
TYP.
4' - 0"
SLOPE
TPO ROOFING MEMBRANE
OVER RIGID INSUL OVER
ROOF DECK
13' - 4"
TYP.
13' - 4"
74' - 0"
15' - 4"
OVER RIGID INSUL OVER
ROOF DECK
2,500 RSF
M.O.
2' - 8"
30' - 8"
1' - 4"
3' - 0"
M.O.
18' - 0"
2' - 8"
33' - 4"
1' - 8"
12' - 0"
2' - 0"
3' - 4"
12' - 0"
M.O.
2' - 8"
20' - 0"
1' - 8"
M.O.
30' - 8"
13' - 4"
2' - 8"
34' - 0"
CENTER OVER GLASS, TYP.
METAL CANOPY, TYP.
TYP.
1' - 4"
90' - 0"
3
A-301
1
4
4
4
A-301
A-301
A-301
A-201
5
FINISH FLOOR
SCALE:
3
ROOF PLAN
1/8" = 1'-0"
SCALE:
1/8" = 1'-0"
B
1 1/2"
5/8"
4"
1 1/2"
5/8"
5/8"
1 1/8"
5/8"
5/8"
1' - 0"
5/8"
drawn by: WAS
checked by: MPK
IFS
NATURAL ANODIZED
ALUMINUM STOREFRONT,
ENCORE SERIES BY
KAWNEER OR EQUAL
IFS
5/8"
1' - 0 5/8"
4
3 5/8"
CONT. SEALANT AND
BACKER ROD EACH SIDE
1' - 0 5/8"
2' - 1 3/8"
STEEL COLUMN, SEE STRUCT.
6"
6"
5/8"
11 3/8"
5/8" 1 1/8"
11 3/8"
IFS
4 5/8"
5/8"
AS PART OF INTERIOR BUILD
OUT, 1 1/2" "C" STUD FURRING
WITH 5/8" GWB OVER
3 5/8"
D
12' - 0"
4
SLOPE
3' - 0"
4
M.O.
1' - 8"
102A
SLOPE
12' - 0"
SLOPE
3' - 4"
SLOPE
12' - 0"
A-301
4
A-101
SLOPE
1' - 8"
101A
Sim
Permit Set 10/04/13
SLOPE
1
1' - 0"
100A
15' - 8"
15' - 8"
Sim
2
A-101
ISSUE DATE
SLOPE
METAL CANOPY, TYP.
METAL CANOPY, TYP.
3
26' - 4"
M.O.
12' - 0"
M.O.
3
1/2" / 12"
1,500 RSF
3' - 4"
2,500 RSF
2
A-101
1' - 0" 2' - 0"
A-301
3 A-201
TYP.
3' - 4"
12' - 0"
SLOPE
26' - 4"
1
2
1/2" / 12"
A-201 2
RETAILER
TENANT B
101
2
M.O.
RESTAURANT
TENANT A
100
102B
12' - 0"
RESTURANT /
RETAILER
TENANT C
102
100B
M.O.
12' - 0"
15' - 4"
74' - 0"
3' - 4"
3
A-101
Permit Set
12' - 0"
SLOPE
GMC # AGRE140027
2
12' - 0"
18' - 0"
A
MILLS
1' - 8"
2' - 8"
1' - 4"
SLOPE
30' - 8"
34' - 0"
SLOPE
4
A-101
20' - 0"
SLOPE
2' - 8"
D
SLOPE
33' - 4"
C
SLOPE
1' - 4"
1' - 0"
1
90' - 0"
B
1' - 0"
A
C AWO O D
A-201
5/8"
10 5/8"
5/8"
10 5/8"
1' - 0"
5/8"
1 1/8"
1' - 0"
5/8"
3 5/8"
1 1/8"
AS PART OF INTERIOR BUILD
OUT, 1 1/2" "C" STUD FURRING
WITH 5/8" GWB OVER.
3 5/8"
1 1/8"
6"
5/8"
11 3/8"
OFS
2' - 8"
5/8"
4 5/8"
OFS
IFS
SCALE:
1" = 1'-0"
3
PLAN DETAIL
SCALE:
1" = 1'-0"
4
PLAN DETAIL
SCALE:
1" = 1'-0"
TE
I
2
PLAN DETAIL
I
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A
SOUTH C
OFGOODWYN, ARO
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MILLS &
NA
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CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
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8/8/2014 3:28:20 PM
of
6"
FACE BRICK OVER AIR SPACE OVER
DAMPPROOFING MEMBRANE OVER 5/8"
DENSGLASS SHEATHING OVER 6" METAL
STUDS @ 16" O.C. WITH BATT INSUL.
BETWEEN OVER 5/8" GWB ( AS PART OF
INTERIOR BUILD OUT)
INTERIOR BUILD OUT)
sheet
9 1/4"
AS PART OF INTERIOR BUILD OUT,
1 1/2" "C" STUD FURRING WITH
5/8" GWB OVER
DAMPPROOFING MEMBRANE OVER
5/8" DENSGLASS SHEATHING OVER 6"
METAL STUDS, TYP. AT BUMPOUTS
A-101
1 1/8"
6"
2
FLOOR AND ROOF
PLANS AND PLAN
DETAILS
3 5/8"
INTERIOR BUILD OUT)
T E
C T
3 5/8"
DENGLASS SHEATHING OVER 6" METAL
INTERIOR BUILD OUT)
1 1/8"
6"
6 5/8" 3 5/8"
5/8"
1 1/8"
6"
3 5/8"
1' - 0"
1
3
14' - 5 3/8"
1' - 4"
1/2" RECESSED
FACE BRICK
B
102C
BRICK VENEER, COLOR #1, TYP.
8" 1' - 4"
METAL CANOPY
3' - 4" 8"
103
1' - 8"
101B
100C
NATURAL ANODIZED ALUMINUM
STOREFRONT, ENCORE SERIES BY
KAWNEER OR EQUAL
A
FINISH FLOOR
0' - 0"
EAST
1/2" RECESSED
FACE BRICK
METAL COPING CAP
15' - 8"
15' - 8"
1/2" RECESSED
FACE BRICK
1' - 4"
12' - 0"
3' - 4"
1/2" RECESSED
FACE BRICK
BRICK SOLDIER COURSE,
COLOR #1, TYP.
FINISH FLOOR
0' - 0"
KAWNEER OR EQUAL
3
3' - 4"
1
COLOR #1, TYP.
12' - 0"
1/2" RECESSED
FACE BRICK
T.O. MASONARY MED
22' - 8"
15' - 8"
1/2" RECESSED
FACE BRICK
1' - 4"
8"
1' - 4"
7' - 9 3/8"
12' - 8"
COLOR #1, TYP.
12' - 0"
4' - 10 5/8"
A
8"
100B
3' - 4"
LIGHT FIXTURE
A-301
BRICK VENEER,
COLOR #1, TYP.
METAL CANOPY
7' - 9 3/8"
A
102B
A
FINISH FLOOR
0' - 0"
SOUTH
1/8" = 1'-0"
SCALE:
1/8" = 1'-0"
4
3
B
METAL CANOPY
3' - 4"
1/2" RECESSED
FACE BRICK
12' - 0"
1' - 8"
1/2" RECESSED
FACE BRICK
BRICK SOLDIER
COURSE, COLOR #1,
TYP.
8"
12' - 8"
LIGHT FIXTURE
12' - 0"
KAWNEER OR EQUAL
4
100A
101A
1' - 8"
12' - 0"
3' - 4"
1/2" RECESSED
FACE BRICK
1' - 4"
8"
D
T.O. MASONARY MED
22' - 8"
12' - 0"
1' - 8"
T.O. MASONARY LOW
20' - 0"
1/2" RECESSED
FACE BRICK
1' - 4"
COLOR #1, TYP.
BRICK VENEER,
COLOR #1, TYP.
102A
3' - 4"
A
BRICK VENEER,
COLOR #1, TYP.
METAL COPING CAP
COLOR #1, TYP.
1' - 4"
1' - 8"
BRICK VENEER, COLOR #2
14' - 5 3/8"
COLOR #1, TYP.
1' - 4" 7' - 1 3/8" 1' - 4"
BRICK VENEER
ACCENT, COLOR #2
A-301
C
A-301
KAWNEER OR EQUAL
7' - 9 3/8"
A
4' - 10 5/8"
BRICK VENEER
ACCENT, COLOR #2
METAL CANOPY
A
COLOR AND FINISHES LEGEND
BRICK
BRICK COLOR #1 - #313 PINK BY TAYLOR CLAY PRODUCTS
BRICK COLOR #2 - #370 AUTUMN BLEND BY TAYLOR CLAY PRODUCTS
GROUT
BEIGE BY ARGOS
STOREFRONT
NATURAL ANODIZED, ENCORE SERIES BY KAWNEER OR EQUAL
METAL CANOPIES
TCI POWDER COATING 9511-01405 ANODIZED ALUMINUM
FINISH FLOOR
0' - 0"
WEST
SCALE:
1/8" = 1'-0"
SOUTH C
OFGOODWYN, ARO
L
TE
MILLS &
NA
A
T
CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
I
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I
TE
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T E
C T
8"
12' - 0"
2
2
drawn by: WAS
checked by: MPK
3' - 4"
T.O. MASONARY MED
22' - 8"
1' - 4" 7' - 1 3/8" 1' - 4"
12' - 0"
BRICK VENEER
ACCENT, COLOR #2
METAL CANOPY
NORTH
SCALE:
3
BRICK VENEER
ACCENT, COLOR #2
1' - 4" 7' - 1 3/8" 1' - 4"
2
3' - 4"
1/2" RECESSED
FACE BRICK
1' - 4"
A
3' - 4"
KAWNEER OR EQUAL
1
4
12' - 8"
8"
LIGHT FIXTURE
12' - 0"
4' - 10 5/8"
METAL CANOPY
1' - 4" 7' - 1 3/8" 1' - 4"
BRICK VENEER,
COLOR #1,TYP.
12' - 8"
15' - 8"
4
A-301
COLOR #1, TYP.
METAL COPING CAP
A-301
3
2
6' - 0"
A-301
1
Permit Set 10/04/13
1
6' - 0"
2
ISSUE DATE
1/8" = 1'-0"
H
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8/8/2014 3:28:22 PM
EXTERIOR ELEVATIONS
SCALE:
Permit Set
1/2" RECESSED
FACE BRICK
12' - 8"
6' - 0"
COLOR #1, TYP.
12' - 0"
of
3' - 4"
1' - 4"
BRICK VENEER ACCENT,
COLOR #2
1
12' - 0"
sheet
1/2" RECESSED
FACE BRICK
1' - 8"
A-201
1' - 8"
GOODWYN
12' - 0"
T.O. MASONARY MED
22' - 8"
T.O. MASONARY LOW
20' - 0"
7' - 9 3/8"
1/2" RECESSED
FACE BRICK
COLOR #1, TYP.
3' - 4"
BRICK VENEER, COLOR #2
4' - 10 5/8"
12' - 0"
COLOR #1, TYP.
METAL COPING CAP
1' - 4"
1' - 8"
A
GMC # AGRE140027
COLOR #1, TYP.
B
A-301
MILLS
C
7' - 1 3/8" 1' - 4"
D
C AWO O D
4
A-301
A-301
A-301
D
C
B
A
T.O. MASONARY MED
22' - 8"
MILLS
T.O. MASONARY LOW
20' - 0"
GOODWYN
2
A-311
FINISH FLOOR
0' - 0"
1
3
C AWO O D
4
BUILDING SECTION
2
A-301
A-301
3
2
4
1
3
2
A-301
1
1/2" / 12"
1
A-301
T.O. MASONARY MED
22' - 8"
T.O. MASONARY LOW
20' - 0"
2
T.O. MASONARY MED
22' - 8"
1/2" / 12"
1
A-311
drawn by: WAS
checked by: MPK
1
Permit Set 10/04/13
1/8" = 1'-0"
ISSUE DATE
4
SCALE:
SCALE:
1/8" = 1'-0"
4
3
A
B
A-301
C
A-301
D
Permit Set
1/8" = 1'-0"
T.O. MASONARY MED
22' - 8"
T.O. MASONARY LOW
20' - 0"
1/2" / 12"
1 1/2" / 12"
1 1/2" / 12"
1/2" / 12"
SCALE:
1/8" = 1'-0"
SOUTH C
OFGOODWYN, ARO
L
TE
MILLS &
NA
A
T
CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
I
R EG
I
TE
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H
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8/8/2014 3:28:25 PM
of
2
BUILDING SECTION
sheet
FINISH FLOOR
0' - 0"
A-301
1
A-312
BUILDING SECTIONS
SCALE:
GMC # AGRE140027
4
BUILDING SECTION
BUILDING SECTION
T E
C T
3
FINISH FLOOR
0' - 0"
FINISH FLOOR
0' - 0"
3
A-311
D
1
Sim
4
A-312
T.O. MASONARY MED
22' - 8"
T.O. MASONARY MED
22' - 8"
METAL COPING CAP AND CLETES
(24 GA. GALV. METAL)
METAL COPING CAP(24 GA. GALV
METAL) BEYOND
3
A-312
BRICK VENEER WALL BEYOND
5/8" DENSGLASS SHEATHING
TPO ROOFING MEMBRANE. RUN
MEMBRANE DOWN WALL AND MIN
OF 8" ONTO ROOF TPO MEMBRANE
Sim
4
A-312
2 5/8"
5/8" DENSGLASS SHEATHING
MILLS
4
A-312
C AWO O D
4
T.O. MASONARY LOW
20' - 0"
P.T. WOOD BLOCKING
1/2" / 12"
GOODWYN
8"
CONT. SEALANT
(2) SOLDIER COURSES
FIBER CANT
CONT. SEALANT
MEMBRANE UP WALL MIN OF 8"
4 1/2" FIRESTONE'S POLY-ISO ISO+95
FACED RIGID INSULATION SYSTEM
OR EQUAL R=30
FACED RIGID INSULATION SYSTEM OR
EQUAL R=30
1 1/2" METAL ROOF DECK, SEE
STRUCT.
STRUCT.
METAL PURLINS, SEE STRUCT.
8"
RUN TPO ROOFING MEMBRANE UP
AND OVER TOP OF WALL
FACE BRICK TO MATCH ADJACENT
BUILDING (SEE OWNER)
DAMPPROOFING MEMBRANE TO BE DUPONT
"TYVEK" AIR & MOISTURE BARRIER, TYP.
Sim
RIGID INSULATION CRICKET
3
A-312
4 1/2" FIRESTONE'S POLY-ISO
ISO+95 FACED RIGID INSULATION
SYSTEM OR EQUAL R=30
STRUCT.
STEEL ROOF STRUCTURE
BEYOND, SEE STRUCT
BEYOND, SEE STRUCT
STEEL COLUMN BEYOND,
SEE STRUCT
11 3/8"
IFS
1' - 0"
5/8"
6"
5/8"
1 1/8"
CANOPY BRACING PER
MANUF. REQUIREMENTS
6"
4 5/8"
5/8"
1 1/8"
DAMPPROOFING MEMBRANE TO
BE DUPONT "TYVEK" AIR &
MOISTURE BARRIER, TYP.
METAL CANOPY
METAL CANOPY BEYOND
11 3/8"
IFS
1' - 0 5/8"
5/8"
3 5/8"
6"
5/8"
1 1/8"
INTERIOR BUILD OUT)
8"
8"
8' - 8"
INTERIOR BUILD OUT)
BRICK SOLDIER COURSE
BRICK SOLDIER COURSE BEYOND
3' - 4"
3' - 4"
BRICK SOLDIER COURSE
STOREFRONT SYSTEM, ENCORE
SERIES BY KAWNEER OR EQUAL
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
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5 3/8"
sheet
GROUT CAVITY SOLID
FINISH FLOOR
0' - 0"
A-311
FINISH FLOOR
0' - 0"
WALL SECTIONS
5 3/8"
CONT. METAL FLASHING WITH
WEEPS @ 24" O.C.
SEE STRUCT
SEE STRUCT
FINISH FLOOR
0' - 0"
SEE STRUCT
WEEPS @ 24" O.C.
GROUT CAVITY SOLID
Permit Set
5/8"
3 5/8"
IFS
GMC # AGRE140027
11 3/8"
METAL STUDS @ 16" O.C. WITH BATT
INSUL. BETWEEN OVER 5/8" GWB ( AS
PART OF INTERIOR BUILD OUT)
METAL CANOPY
SUPPORTS BEYOND
SEE STRUCT
1' - 0 5/8"
drawn by: WAS
checked by: MPK
BRICK WALL TIE @ 16" O.C.
VERTICALLY, TYP.
BRICK WALL TIE @ 16"
O.C. VERTICALLY, TYP.
Permit Set 10/04/13
FACE BRICK OVER AIR SPACE OVER DAMPPROOFING
MEMBRANE OVER 5/8" DENSGLASS SHEATHING
OVER 6" METAL STUDS @ 16" O.C. WITH BATT
INSUL. BETWEEN OVER 5/8" DENSGLASS
SHEATHING OVER TPO ROOFING MEMBRANE
ISSUE DATE
9' - 9 3/8"
BEYOND, SEE STRUCT
D
3 5/8"
4
4
A-312
1 1/8"
3 5/8"
P.T. WOOD BLOCKING
1 1/8"
INSUL. BETWEEN OVER 5/8"
DENSGLASS SHEATHING OVER TPO
ROOFING MEMBRANE
1' - 0 5/8"
5/8"
5/8"
INTERIOR BUILD OUT)
8"
(2) SOLDIER COURSES
6"
1/2" / 12"
FINISH FLOOR
0' - 0"
CONT. SEALANT
8" MIN.
WEEPS @ 24" O.C.
GROUT CAVITY SOLID
5 3/8"
SEE STRUCT.
IFS
5/8"
INSET FACE BRICK. SEE ELVATIONS
FOR EACH LOCATION
11 3/8"
6"
5/8"
3 5/8" 1/2"
5/8"
STRUCT.
CONCRETE SLAB OVER VAPOR
BARRIER OVER GRAVEL BASE,
SEE STRUCT.
7' - 1 3/8"
4 5/8"
4 1/2" FIRESTONE'S POLY-ISO ISO+95 FACED
RIGID INSULATION SYSTEM OR EQUAL R=30
SEE STRUCT
SEE STRUCT
BEYOND, SEE STRUCT
FIBER CANT
CONT. SEALANT
SEE STRUCT
2
SEE STRUCT
3
DETAIL
Sim
3
A-312
5
A-312
SCALE:
5/8"
GOODWYN
T.O. MASONARY MED
22' - 8"
8"
IFS
11 3/8"
5/8"
8" MIN.
2 5/8"
METAL COPING CAP (24 GA. GALV.
METAL) BEYOND
BETWEEN OVER 5/8" DENSGLASS SHEATING
OVER TPO ROOFING MEMBRANE
6"
MILLS
Sim
1' - 0 5/8"
IFS
11 3/8"
C AWO O D
4
DETAIL
1 1/2" = 1'-0"
SCALE:
1 1/2" = 1'-0"
5/8"
INSUL. BETWEEN OVER 5/8" GWB ( AS
PART OF INTERIOR BUILD OUT)
1/2"
5/8"
DAMPPROOFING MEMBRANE TO BE DUPONT
"TYVEK" AIR & MOISTURE BARRIER, TYP.
STEEL BEAM, SEE STRUCT.
4' - 0"
DENSGLASS SHEATHING OVER 6" METAL STUDS @
16" O.C. WITH BATT INSUL. BETWEEN OVER 5/8"
GWB ( AS PART OF INTERIOR BUILD OUT)
(2) BRICK SOLDIER COURSES
5/8"
6"
5/8"
BETWEEN OVER 5/8" DENSGLASS SHEATING
OVER TPO ROOFING MEMBRANE
3 5/8"
1 1/8"
1/2" DIA. THRU EYEBOLT (WELDED)
W/ WASHERS, NUTS. SECURE PER
MANUF. REQUIREMENTS
METAL CANOPY
3 5/8"
6"
1 1/8"
5/8"
11 3/8"
GALV. STEEL SPACE W/ 9/16"
HOLE DRILLED IN THE CENTER
4
6" METAL STUD BOX HEADER
DETAIL
4' - 0"
6"
3 5/8"
5/8"
1 1/8"
1' - 0 5/8"
IFS
4' - 0"
5/8"
5/8"
1/2" DIA. THRU BOLT W/ WASHERS,
NUTS. SECURE PER MANUF
REQUIREMENTS
3/4" DIA. HANGER PIPE, SEE
ELEV. FOR QUANTITY OF
SUPPORT PIPES
EXTRUDED ALUMINUM FASCIA
SUPPORT ANGLE
EXTRUDED ALUMINUM
FRONT CLIP ANGLE
SCALE:
1 1/2" = 1'-0"
EXTRUDED ALUMINUM
CANOPY SUPPORT "I" BEAM
8' - 8"
8"
1/8" SLOPE
EXTRUDED ALUMINUM
INTERLOCKING DECKING
WEEPS @ 24" O.C.
STEEL LINTEL, SEE STRUCT.
Permit Set
3 5/8"
GMC # AGRE140027
CANOPY BRACING PER
MANUF. REQUIREMENTS
6"
8"
5/8"
METAL COPING CAP AND CLEATS
11 3/8"
IFS
4 5/8"
drawn by: WAS
checked by: MPK
P.T. WOOD BLOCKING
(2) SOLDIER COURSES
BEYOND, SEE STRUCT
4
D
8"
Permit Set 10/04/13
STRUCT.
ISSUE DATE
FACED RIGID INSULATION SYSTEM OR
EQUAL R=30
EXTRUDED ALUMINUM 8"
STYLE "J" FASCIA
103
P
CONT. SEALANT AND
BACKER ROD EACH SIDE
HEATER
ABOVE DOOR
SCALE:
5' - 0"
2
A-312
1" = 1'-0"
RISER ROOM
103
1' - 6"
3' - 0"
5
DETAIL
Sim
FIRE ALARM
NATURAL ANODIZED
ALUMINUM STOREFRONT
STOREFRONT SYSTEM, ENCORE
SERIES BY KAWNEER OR EQUAL
1' - 6"
SEE STRUCT
3/4" = 1'-0"
1/2" = 1'-0"
I
TE
I
SCALE:
SCALE:
R EG
1
WALL SECTION
SEE STRUCT
SOUTH C
OFGOODWYN, ARO
L
TE
MILLS &
NA
A
T
CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
R ED
T E
C T
6
ENLARGED RISER ROOM
H
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of
sheet
SEE STRUCT
6' - 4"
A-312
FINISH FLOOR
0' - 0"
WALL SECTION AND
DETAILS
1' - 0"
RISERS
WINDOW TYPES
FLUSH SOLID CORE
HOLLOW METAL DOOR
ALUMINUM MEDIUM
STILE DOOR WITH 5/8"
INSULATED GLASS
PAIR OF ALUMINUM
MEDIUM STILE DOORS WITH
5/8" INSULATED GLASS
12' - 0"
2"
T
2' - 8"
2"
2"
2"
T
T
T
2' - 8"
2"
2"
3' - 9"
3' - 9"
2"
2"
2"
2"
2"
T
T
T
T
6' - 10"
2"
1' - 4"
2"
T
2"
T
A
B
NATURAL ANODIZED
ALUMINUM STOREFRONT
NATURAL ANODIZED
ALUMINUM STOREFRONT
2' - 8"
2' - 10"
2"
T
2"
T
2' - 8"
1' - 0"
2"
2"
T
WALL WIDTH
DOOR WIDTH
2"
T
SEE SCHED
2"
FACE BRICK
SEE SCHED
T
2"
T
DOOR HEIGHT
T
6' - 10"
T
8' - 8"
T
3' - 0"
METAL FLASHING AND
WATERPROOFING MEMBRANE
DOOR WIDTH
SEE SCHED
SEE SCHED
DOOR HEIGHT
6' - 10"
2"
SEE SCHED
T
T
SEE SCHED
2" 1' - 4"
2"
2"
2' - 11"
4"
2' - 11"
2"
2' - 11"
DOOR WIDTH
8' - 8"
2' - 11"
12' - 0"
2" 1' - 4"
2' - 8"
2"
2"
2' - 8"
1/4" = 1'-0"
DOOR HEIGHT
FRAME TYPES
2"
Comments
AL-P1
Hardware
Set
MILLS
AL-1
Details - Sheet A-611
Head Jamb
Sill
H1
J1
S1
H1
J1
S1
H1
J1
S1
H1
J1
S1
H1
J1
S1
H1
J1
S1
H1
J1
S1
H1
J1
S1
H2
J2
S2
2"
HM-1
Frame
Material Finish
ALUM ALUM
ALUM ALUM
ALUM ALUM
ALUM ALUM
ALUM ALUM
ALUM ALUM
ALUM ALUM
ALUM ALUM
HM
PTD
8' - 8"
T
Frame
Type
F1
F1
F2
F1
F2
F1
F1
F2
F3
8' - 0"
2" 1' - 4"
T
Door
Type Width Height Thickness Material Finish
AL-P1 6' - 0" 7' - 0"
0' - 2"
ALUM ALUM
AL-P1 6' - 0" 7' - 0"
0' - 2"
ALUM ALUM
AL-1 3' - 0" 7' - 0"
0' - 2"
ALUM ALUM
AL-P1 6' - 0" 7' - 0"
0' - 2"
ALUM ALUM
AL-1 3' - 0" 7' - 0"
0' - 2"
ALUM ALUM
AL-P1 6' - 0" 7' - 0"
0' - 2"
ALUM ALUM
AL-P1 6' - 0" 7' - 0"
0' - 2"
ALUM ALUM
AL-1 3' - 0" 7' - 0"
0' - 2"
ALUM ALUM
HM-1 3' - 0" 7' - 0" 0' - 1 3/4"
HM
PTD
8' - 8"
T
Door
Number
100A
100B
100C
101A
101B
102A
102B
102C
103
12' - 0"
C AWO O D
DOOR SCHEDULE
SEE SCHED
SEE SCHED
SEE SCHED
SEE SCHED
SEE SCHED
SEE SCHED
1/4" = 1'-0"
GOODWYN
1/4" = 1'-0"
6' - 10"
DOOR TYPES
STEEL LINTEL, SEE STRUCT
SHIM AS REQ.
5/8" GWB OVER 6"
METAL STUDS
T
F3
NATURAL ANODIZED
ALUMINUM STOREFRONT
NATURAL ANODIZED
ALUMINUM STOREFRONT
HOLLOW METAL
FRAME
KAWNEER OR EQUAL
STOREFRONT 1" THERMAL
GLAZING (TEMPER WHERE
NOTED)
drawn by: WAS
checked by: MPK
F2
Permit Set 10/04/13
F1
ISSUE DATE
CONT. SEALANT AND
BACKER ROD EACH SIDE, TYP.
WH1
7"
KAWNEER OR EQUAL
STOREFRONT 1" THERMAL GLAZING
(TEMPER WHERE NOTED)
ALUMINUM STOREFRONT
MEDIUM STILE DOOR - SEE
SCHEDULE
FACE BRICK
KAWNEER OR EQUAL
KAWNEER OR EQUAL
DOOR SWEEP
DOUBLE STUD AT JAMBS
ALUMINUM STOREFRONT
HORIZONTAL MULL
ALUMINUM STOREFRONT
VERTICAL MULL
ALUMINUM THRESHOLD SET IN
FULL BED OF SEALANT
DOOR STOP
DOOR STOP
SCHEDULED
FLOOR
ALUMINUM STOREFRONT
SCHEDULE
ALUMINUM STOREFRONT
SCHEDULE
5/8" DENSGLASS SHEATHING AND
SHIM AS REQ.
5/8" GWB OVER 6"
METAL STUDS
CONT. SEALANT AND
KAWNEER OR EQUAL
FLOOR SUBSTRATE - SEE
STRUCTURAL
J1
S1
WJ1
1' - 0"
1' - 0"
WALL WIDTH
WALL WIDTH
FACE BRICK TO MATCH
ADJACENT BUILDING, SEE
OWNER
FACE BRICK TO MATCH
ADJACENT BUILDING, SEE
OWNER
METAL FLASHING AND
5/8" DENSGLASS SHEATHING AND
STEEL LINTEL, SEE STRUCT
DOUBLE STUD AT JAMBS
SHIM AS REQ.
5/8" GWB OVER 6"
METAL STUDS
CONT. SEALANT AND
DOOR - SEE SCHEDULE
HALF SADDLE THRESHOLD
SET IN FULL BED OF
SEALANT
SHIM AS REQ.
SCHEDULED FLOORING
5/8" GWB OVER 6"
METAL STUDS
CONT. SEALANT AND
STRUCTURAL
NOTED)
KAWNEER OR EQUAL
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
SCHEDULED FLOOR
DOOR AS SCHEDULED
DOOR AS SCHEDULED
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
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sheet
DOOR STOP
of
DOOR STOP
A-601
H1
NOTED)
Permit Set
STOREFRONT 1" THERMAL GLAZING
(TEMPER WHERE NOTED)
GMC # AGRE140027
ALUMINUM STOREFRONT
HORIZONTAL MULL BEYOND
2"
2"
WALL WIDTH
DOOR SWING
ALUMINUM STOREFRONT VERTICAL
MULL BEYOND
1' - 0"
DOOR AND WINDOW
TYPES, SCHEDULE &
DETAILS
7"
MILLS
GOODWYN
H
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8/8/2014 3:28:30 PM
Permit Set
of
GMC # AGRE140027
drawn by: MEK
checked by: MPK
sheet
I
R ED
A-602
I
Permit Set 10/04/13
ISSUE DATE
SOUTH C
OFGOODWYN, ARO
L
TE
MILLS &
NA
A
T
CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
TE
C AWO O D
PERFORMANCE REQUIREMENTS
Design and size components to withstand the specified load requirements without damage or permanent set, when tested in accordance with ASTM E 330, using loads
1.5 times the design wind loads and 10 second duration of maximum load.
1.
Member Deflection: Limit member deflection to flexure limit of glass in any direction, with full recovery of glazing materials.
B.
Movement: Accommodate movement between storefront and perimeter framing and deflection of lintel, without damage to components or deterioration of seals.
C.
Air Infiltration: Limit air infiltration through assembly to 0.06 cu ft/min/sq ft of wall area, measured at specified differential pressure across assembly in accordance with
ASTM E 283.
D.
Water Leakage: None, when measured in accordance with ASTM E 331 at specified pressure differential.
E.
System Internal Drainage: Drain to the exterior by means of a weep drainage network any water entering joints, condensation occurring in glazing channel, and migrating
moisture occurring within system.
F.
Expansion/Contraction: Provide for expansion and contraction within system components caused by cycling temperature range of 170 degrees F over a 12 hour period
without causing detrimental effect to system components, anchorages, and other building elements.
2.05
MATERIALS
A.
Extruded Aluminum: ASTM B221 (ASTM B221M).
B.
Fasteners: Stainless steel.
C.
Perimeter Sealant: Type specified in Section 07900.
D.
Glass: As specified herein.
E.
Glazing Gaskets: Type to suit application to achieve weather, moisture, and air infiltration requirements.
F.
Glazing Accessories: As specified in Section 08800.
2.06
FINISHES
A.
Class I Natural Anodized Finish: AAMA 611 AA-M12C22A41 Clear anodic coating not less than 0.7 mils thick. Extent: All storefront.
2.07
HARDWARE
A.
Door Hardware: Storefront manufacturer's standard type to suit application.
1.
Finish on Hand-Contacted Items: Polished stainless steel.
2.
Include for each door: continuous hinge and weatherstripping, sill sweep strip, threshold, push handle, pull handle, exit device, narrow stile handle latch, and
closer.
3.
Provide locking, including cylinder and core, keyed to Owner's master and grandmaster system. Provide keys as required by Owner.
2.08
FABRICATION
A.
Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal.
B.
Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof.
C.
Prepare components to receive anchor devices. Fabricate anchors.
D.
Coat concealed metal surfaces that will be in contact with cementitious materials or dissimilar metals with bituminous paint.
E.
Arrange fasteners and attachments to conceal from view.
F.
Reinforce components internally for door hardware.
G.
Increase gauge or reinforce framing members as required for imposed loads and span conditions.
H.
Finishing: Apply factory finish to all surfaces that will be exposed in completed assemblies.
1.
Touch-up surfaces cut during fabrication so that no natural aluminum is visible in completed assemblies, including joint edges.
PART 3 - EXECUTION
3.01
EXAMINATION
A.
Verify dimensions, tolerances, and method of attachment with other work.
B.
Verify that wall openings and adjoining air and vapor seal materials are ready to receive work of this section.
3.02
INSTALLATION
A.
Install wall system in accordance with manufacturer's instructions.
B.
Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities.
C.
Provide alignment attachments and shims to permanently fasten system to building structure.
D.
Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work.
E.
Provide thermal isolation where components penetrate or disrupt building insulation.
F.
Install sill flashings. Turn up ends and edges; seal to adjacent work to form water tight dam.
G.
Where fasteners penetrate sill flashings, make watertight by seating and sealing fastener heads to sill flashing.
H.
Coordinate attachment and seal of perimeter air and vapor barrier materials.
I.
Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier.
J.
Set thresholds in bed of mastic and secure.
K.
Install hardware using templates provided.
L.
Install glass in accordance with manufacturer's recommendations, using glazing method required to achieve performance criteria.
M.
Install perimeter sealant in accordance with manufacturer's recommendations.
N.
Touch-up minor damage to factory applied finish; replace components that cannot be satisfactorily repaired.
3.03
TOLERANCES
A.
Maximum Variation from Plumb: 0.06 inches every 3 ft non-cumulative or 1/16 inches per 10 ft, whichever is less.
B.
Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch.
3.04
FIELD QUALITY CONTROL
A.
See Section 01400 - Quality Requirements, for independent testing and inspection requirements. Inspection will monitor quality of installation and glazing.
B.
Test installed storefront for water leakage in accordance with AAMA 501.2.
1.
Extent: 10% of installed storefront units. It a storefront unit fails water testing, then the unit shall be repaired and re-tested at contractor's expense. For every
unit storefront unit that fails AAMA 501.2 testing, an additional unit shall be added to testing schedule.
C.
Test installed storefront additionally in accordance with ASTM E1105-00 Standard Test Method for Field Determination of Water Penetration of Installed Exterior
Windows, Skylights, Doors, and Curtain Walls, by Uniform or Cyclic Static Air Pressure Difference. Testing shall include elements of storefront system, and air and
watertight transitions between storefront and water/air barrier coating behind adjacent veneer/claddings.
1.
Perform this testing after installation of water/air barrier coating on sheathing behind veneer/claddings, but before veneer/claddings are installed.
2.
Static pressure differential testing shall be performed at not less than 2/3 of the pressure differential scheduled for ASTM E331 testing.
3.05
ADJUSTING
A.
Adjust operating hardware for smooth operation.
3.06
CLEANING
A.
Remove protective material from pre-finished aluminum surfaces.
B.
Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces
clean.
C.
Remove excess sealant by method acceptable to sealant manufacturer.
3.07
PROTECTION
A.
Protect installed products from damage during subsequent construction.
END OF SECTION 08410
SECTION 08410
METAL-FRAMED STOREFRONTS
PART 1 - GENERAL
1.01
SECTION INCLUDES
A.
Aluminum-framed storefront, with vision glass.
B.
Infill panels of glass.
C.
Aluminum doors and frames.
D.
Weatherstripping.
E.
Door hardware.
F.
Perimeter sealant.
1.02
RELATED REQUIREMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
1.03
REFERENCE STANDARDS
A.
AAMA CW-10 - Care and Handling of Architectural Aluminum From Shop to Site; American Architectural Manufacturers Association; 2012.
B.
AAMA 501.2 - Field Check of Metal Storefronts, Curtain Walls, and Sloped Glazing Systems for Water Leakage; American Architectural Manufacturers Association; 2009
(part of AAMA 501).
C.
AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; American Architectural Manufacturers Association; 2012.
D.
ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2013.
E.
ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes [Metric]; 2013.
F.
ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2002
(Reapproved 2010).
G.
ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference; 2000
(Reapproved 2009).
1.04
ADMINISTRATIVE REQUIREMENTS
A.
Coordinate with installation of other components that comprise the exterior enclosure.
B.
Preinstallation Meeting: Conduct a preinstallation meeting one week before starting work of this section; require attendance by all affected installers.
1.05
SUBMITTALS
A.
See Section 01300 - Administrative Requirements, for submittal procedures.
B.
Product Data: Provide component dimensions, describe components within assembly, anchorage and fasteners, glass and infill, internal drainage details.
C.
Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, affected related Work, expansion and contraction joint location and details,
and field welding required.
D.
Design Data: Provide framing member structural and physical characteristics, engineering calculations, dimensional limitations.
E.
Hardware Schedule: Complete itemization of each item of hardware to be provided for each door, cross-referenced to door identification numbers in Contract
Documents.
F.
Samples: Submit two samples 12 by 12 inches in size illustrating finished aluminum surface, glass, infill panels, glazing materials.
G.
Submit all storefront materials and accessory products to glazing manufacturer to verify materials compatibility with glazing.
H.
Report of field testing for water leakage.
I.
Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.
1.06
QUALITY ASSURANCE
A.
Designer Qualifications: Design structural support framing components under direct supervision of a Professional Structural Engineer experienced in design of this Work
and licensed at the State in which the Project is located.
B.
Manufacturer and Installer Qualifications: Company specializing in manufacturing aluminum glazing systems with minimum five years of documented experience.
1.07
DELIVERY, STORAGE, AND HANDLING
A.
Handle products of this section in accordance with AAMA CW-10.
B.
Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed coatings that bond to aluminum when exposed to sunlight or weather.
1.08
FIELD CONDITIONS
A.
Do not install sealants when ambient temperature is less than 40 degrees F. Maintain this minimum temperature during and 48 hours after installation.
1.09
WARRANTY
A.
See Section 01780 - Closeout Submittals, for additional warranty requirements.
B.
Correct defective Work within a five year period after Date of Substantial Completion.
C.
Provide five year manufacturer warranty against failure of glass seal on insulating glass units, including interpane dusting or misting. Include provision for replacement of
failed units.
D.
Warranty shall include language relating to watertightness and air tightness.
E.
Provide five year manufacturer warranty against excessive degradation of exterior finish. Include provision for replacement of units with excessive fading, chalking, or
flaking.
PART 2 - PRODUCTS
2.01
MANUFACTURERS
A.
Manufacturers:
1.
Kawneer North America: www.kawneer.com.
2.
Manko Window Systems, Inc: www.mankowindows.com.
3.
Oldcastle BuildingEnvelope: www.oldcastlebe.com.
4.
Trulite Glass & Aluminum Solutions, LLC: www.trulite.com.
5.
Tubelite, Inc.: www.tubeliteinc.com.
6.
Vitro Architectural Products: www.vitroamerica.com.
7.
YKK AP America, Inc.: www.ykkap.com.
8.
Substitutions: Section 01600 - Product Requirements.
2.02
STOREFRONT
A.
Aluminum-Framed Storefront: Factory fabricated, factory finished aluminum framing members with infill, and related flashings, anchorage and attachment devices.
1.
Include structural reinforcing in mullions as required.
2.
Glazing Rabbet: For 1 inch insulating glazing for exterior applications. As indicated for interior applications.
3.
Glazing Position:
a.
Exterior: Outside glazed, center plane
4.
Water Leakage Test Pressure Differential: 12 lbf/sq ft.
5.
Air Infiltration Test Pressure Differential: 6.24 psf.
6.
Finish: Class I natural anodized.
a.
Factory finish all surfaces that will be exposed in completed assemblies.
b.
Touch-up surfaces cut during fabrication so that no natural aluminum is visible in completed assemblies, including joint edges.
c.
Coat concealed metal surfaces that will be in contact with cementitious materials or dissimilar metals with bituminous paint.
7.
Finish Color: As selected from manufacturer's standards.
8.
Fabrication: Joints and corners flush, hairline, and weatherproof, accurately fitted and secured; prepared to receive anchors and hardware; fasteners and
attachments concealed from view; reinforced as required for imposed loads.
9.
Construction: Eliminate noises caused by wind and thermal movement, prevent vibration harmonics, and prevent "stack effect" in internal spaces.
10.
System Internal Drainage: Drain to the exterior by means of a weep drainage network any water entering joints, condensation occurring in glazing channel, and
migrating moisture occurring within system.
11.
Expansion/Contraction: Provide for expansion and contraction within system components caused by cycling temperature range of 170 degrees F over a 12
hour period without causing detrimental effect to system components, anchorages, and other building elements.
12.
Movement: Allow for movement between storefront and adjacent construction, without damage to components or deterioration of seals.
13.
Perimeter Clearance: Minimize space between framing members and adjacent construction while allowing expected movement.
2.03
COMPONENTS
A.
Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior section insulated from exterior, drainage holes and internal weep drainage
system.
1.
Glazing stops: Flush.
2.
Cross-Section: As indicated on drawings.
B.
Glazing: As specified herein:
1.
For Exterior Framing: Type 1", insulated, low-E on #2 surface, tinted as selected. Tempered where required for safety glazing..
C.
Swing Doors: Glazed aluminum.
1.
Thickness: 1-3/4 inches.
2.
Top Rail: 3-1/2 inches wide.
3.
Vertical Stiles: 3-1/2 inches wide, minimum.
4.
Bottom Rail: 10 inches wide, minimum.
5.
Glazing: Single glazed.
6.
Finish: Same as storefront.
2.04
A.
SPECIFICATIONS
MEMBRANE APPLICATION
Roll out membrane, free from wrinkles or tears. Place sheet into place without stretching.
Shingle joints on sloped substrate in direction of drainage.
Fully Adhered Application: Apply adhesive to substrate at rate required by manufacturer. Fully embed membrane in adhesive except in areas directly over or within
3 inches of expansion joints. Fully adhere one roll before proceeding to adjacent rolls.
D.
Overlap edges and ends and seal seams by contact adhesive, minimum 3 inches. Seal permanently waterproof. Apply uniform bead of sealant to joint edge.
E.
At intersections with vertical surfaces:
1.
Extend membrane over cant strips and up a minimum of 4 inches onto vertical surfaces.
2.
Fully adhere flexible flashing over membrane and up to nailing strips.
F.
Around roof penetrations, seal flanges and flashings with flexible flashing.
1.
Field-wrap flashings at penetrations.
G.
Coordinate installation of roof and related flashings.
H.
Install walkway pads in all areas indicated, and where required to walk to and work on all sides of all roof-mounted equipment.
I.
Install second layer of membrane around all exhaust fans from kitchens and similar grease-producing areas, to a distance of six feet from the fan on all sides, or as
recommended by membrane manufacturer.
J.
Install pipe supports at spacing recommended by manufacturer, adhering to roofing membrane in accordance with manufacturer's recommendations. Each pipe
support shall be properly elevated to distribute load weight evenly.
3.06
FIELD QUALITY CONTROL
A.
See Section 01400 - Quality Requirements, for general requirements for field quality control and inspection.
B.
Require site attendance of roofing and insulation material manufacturers daily during installation of the Work.
C.
Ensure slope of roof is such that by 48 hours after a rainfall, there is no ponding water on roof.
3.07
CLEANING
A.
Remove bituminous markings from finished surfaces.
B.
In areas where finished surfaces are soiled by work of this section, consult manufacturer of surfaces for cleaning advice and conform to their documented
instructions.
C.
Repair or replace defaced or damaged finishes caused by work of this section.
3.08
PROTECTION
A.
Protect installed roofing and flashings from construction operations.
B.
Where traffic must continue over finished roof membrane, protect surfaces using durable materials.
T E
C T
3.05
A.
B.
C.
R EG
SECTION 07540
THERMOPLASTIC MEMBRANE ROOFING
PART 1 - GENERAL
1.01
SECTION INCLUDES
A.
Adhered system with thermoplastic roofing membrane.
B.
Insulation, flat and tapered.
C.
Roofing cant strips and stack boots.
1.02
A.
Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this
project.
1.03
REFERENCE STANDARDS
A.
ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board; 2013.
B.
ASTM D6878/D6878M - Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing; 2011a.
C.
FM DS 1-28 - Wind Design; Factory Mutual Research Corporation; 2007.
D.
NRCA ML104 - The NRCA Roofing and Waterproofing Manual; National Roofing Contractors Association; Fifth Edition, with interim updates.
1.04
ADMINISTRATIVE REQUIREMENTS
A.
Preinstallation Meeting: Convene one week before starting work of this section.
1.
Review preparation and installation procedures and coordinating and scheduling required with related work.
1.05
SUBMITTALS
A.
See Section 01300 - Administrative Requirements, for submittal procedures.
B.
Specimen Warranty: For approval.
C.
Samples for Verification: Submit two samples 12x12 inches in size illustrating insulation and roof membrane.
D.
Provide Manufacturer's documentation certifying that the roof design provided complies with the performance requirements for that particular system, as set forth
in IBC Chapter 15 in Section 1504. The documentation shall be attached to the roof warranty provided at the close-out of the project.
E.
Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.
1.
Include wind-uplift resistance language.
1.06
QUALITY ASSURANCE
A.
PRE-ROOFING CONFERENCE:
1.
A pre-roofing conference is required before any roofing materials are installed. This conference shall be conducted by a representative of the Architect
and
attended by representatives of the Owner, General Contractor, Roofing Contractor, Sheet Metal Contractor, Roof Deck Manufacturer (if applicable) and the
Roofing Materials Manufacturer (if warranty is required of this manufacturer). If equipment of substantial size is to be placed on the roof, the Mechanical
Contractor must also attend this meeting.
2.
The pre-roofing conference is intended to clarify demolition (for renovation or re-roofing projects) and application requirements for work to be completed
before roofing operations can begin. This would include a detailed review of the specifications, roof plans, roof deck information, flashing details and approved
shop
drawings, submittal data, and samples. If conflict exists between the specifications and the Manufacturer's requirements, this shall be resolved. If this pre-roofing
conference cannot be satisfactorily concluded without further inspection and investigation by any of the parties present, it shall be reconvened at the
earliest
possible time to avoid delay of the work. In no case should the work proceed without inspection of all roof deck areas and substantial agreement on all points.
3.
The following are to be accomplished during the conference:
a.
Review all Factory Mutual and Underwriters Laboratories requirements listed in the specifications and resolve any questions or conflicts that may
arise.
b.
Establish trade-related job schedules, including the installation of roof-mounted mechanical equipment.
c.
Establish roofing schedule and work methods that will prevent roof damage.
d.
Require that all roof penetrations and walls be in place prior to installing the roof.
e.
Establish those areas on the job site that will be designated as work and storage areas for roofing operations.
f.
Establish weather and working temperature conditions to which all parties must agree.
g.
Establish acceptable methods of protecting the finished roof if any trades must travel across or work on or above any areas of the finished roof.
4.
The Architect shall prepare a written report indicating actions taken and decisions made at this pre-roofing conference. This report shall be made a part of the
project record and copies furnished the General Contractor, and the Owner.
1.07
A.
Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels intact.
B.
Store products in weather protected environment, clear of ground and moisture.
C.
Protect foam insulation from direct exposure to sunlight.
1.08
FIELD CONDITIONS
A.
Do not apply roofing membrane during unsuitable weather.
B.
Do not apply roofing membrane when ambient temperature is above or below manufacturer's recommendations.
C.
Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring.
D.
Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.
1.09
WARRANTY
A.
B.
Material Warranty: Provide membrane manufacturer's warranty agreeing to replace material that shows manufacturing defects within 5 years after installation.
C.
System Warranty: Provide manufacturer's system warranty agreeing to repair or replace roofing that leaks or is damaged due to wind or other natural causes.
Warranty shall be manufacturer's standard "No Dollar Limit" ("NDL") labor and material warranty agreement including flashing endorsement, and non-depreciating
full replacement warranty, signed by an authorized representative of the manufacturer. Provide form that was published and submitted with product literature as of
date of Contract Documents for the following and period of time:
1.
Include language relating to wind-uplift resistance.
2.
For repair and replacement include costs of both material and labor in warranty. Warranty shall cover in part, leakage or failure caused by improper
workmanship or materials, to include insulation, insulation adhesives, fasteners, membrane adhesives, field membranes, and sheet metal.
3.
Warranty Term: 20 years.
PART 2 - PRODUCTS
2.01
MANUFACTURERS
A.
Thermoplastic Polyolefin (TPO) Membrane Materials:
1.
Firestone Building Products, LLC: www.firestonebpco.com.
2.
GAF EverGuard TPO Membrane System: www.gaf.com.
3.
Johns Manville: www.specjm.com.
4.
Stevens EP: www.dowroofingsystems.com.
5.
Versico LLC; "Versiweld": www.versico.com.
6.
2.02
ROOFING - UNBALLASTED APPLICATIONS
A.
Thermoplastic Membrane Roofing: One ply membrane, fully adhered, over insulation.
2.03
ROOFING MEMBRANE AND ASSOCIATED MATERIALS
A.
Membrane:
1.
Material: Thermoplastic polyolefin (TPO) complying with ASTM D 6878. Fleecebacked.
2.
Reinforcing: Internal fabric or fabric backing.
3.
Thickness: 0.060 inch, minimum.
4.
Sheet Width: Factory fabricated into largest sheets possible.
5.
Color: White.
B.
Seaming Materials: As recommended by membrane manufacturer.
C.
Flexible Flashing Material: Same material as membrane.
D.
Material Standards: Thermoplastic single-ply roof coverings shall comply with ASTM D 4434, ASTM D 6754, or ASTM D 6878. (per IBC2012)
2.04
INSULATION
A.
Polyisocyanurate Board Insulation: Rigid cellular foam, complying with ASTM C1289, Type II, Class 1, cellulose felt or glass fiber mat both faces; Grade 1 and with the
following characteristics:
1.
Compressive Strength: 20 psi minimum.
2.
Board Size: 48 x 96 inch.
3.
Two (2) layers insulation, providing minimum R-value of 30. Provide minimum total 4.5-inch thickness.
4.
Board Edges: Square.
5.
Crickets: Tapered Board: Slope as indicated; fabricate of fewest layers possible.
6.
Manufacturers:
a.
Firestone: www.firestonebpco.com.
7.
2.05
IMPACT PERFORMANCE/ DESIGN CRITERIA
A.
Impact Resistance: Roof Covering in this Section shall resist impact damage based on the results of tests conducted in accordance with ASTM D3746, ASTM D4272,
CGSB 37-GP-52M or the "Resistance to Foot Traffic Test" in Section 5.5 of FM 4470. (per IBC2012)
2.06
WIND UPLIFT RESISTANCE
A.
Roof Sysem shall comply with FM requirements for wind uplift resistance required for project location.
2.07
ACCESSORIES
A.
Insulation Joint Tape: Glass fiber reinforced type as recommended by insulation manufacturer, compatible with roofing materials; 6 inches wide; self adhering.
B.
Insulation Fasteners: Appropriate for purpose intended and approved by roofing manufacturer.
1.
Length as required for thickness of insulation material and penetration of deck substrate, with metal washers.
2.
Corrosion-resistant, as recommended by membrane manufacturer.
C.
Membrane Adhesive: As recommended by membrane manufacturer.
D.
Pipe Supports: Polycarbonate resin roller and rod situated in polycarbonate resin seat, designed to support roof-mounted mechanical piping, allowing for thermal
expansion and contraction of
pipes.
1.
Miro Industries, Inc.; Model 3-R-2 [Basis of Design]: www.miroind.com.
2.
For Substitutions: See Section 01600 - Product Requirements.
E.
Walkway Pads: Primary roofing system manufacturer's standard walk pads, of same material or fully compatible material and same color as roofing membrane, with
textured surface on exposed side, for heat-welding to roofing membrane. Approximately 30-inches wide with a 2-inch spacing between pads unless otherwise
required. Minimum thickness: same thickness as roofing membrane.
PART 3 - EXECUTION
3.01
INSTALLATION - GENERAL
A.
Perform work in accordance with NRCA Roofing and Waterproofing Manual and manufacturer's instructions.
B.
Do not apply roofing membrane during unsuitable weather.
C.
Do not apply roofing membrane when ambient temperature is outside the temperature range recommended by manufacturer.
D.
Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring.
E.
Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.
F.
Coordinate the work with installation of associated counterflashings installed by other sections as the work of this section proceeds.
3.02
EXAMINATION
A.
Verify that surfaces and site conditions are ready to receive work.
B.
Verify deck is supported and secure.
C.
Verify deck is clean and smooth, flat, free of depressions, waves, or projections, properly sloped and suitable for installation of roof system.
D.
Verify deck surfaces are dry and free of snow or ice.
E.
Verify that roof openings, curbs, and penetrations through roof are solidly set, and cant strips are in place.
3.03
PREPARATION
A.
Verify deck substrate is complete and ready for installation of insulation and roofing membrane.
B.
Correct any items not in compliance with roofing manufacturer's recommendations.
3.04
INSULATION - UNDER MEMBRANE
A.
Attachment of Insulation:
1.
Mechanically fasten insulation to deck in accordance with roofing manufacturer's instructions and Factory Mutual requirements.
B.
Lay subsequent layers of insulation with joints staggered minimum 6 inch from joints of preceding layer. For multiple layers, stagger joints in both directions
between courses with no gaps, to form a complete thermal envelope.
C.
Place tapered insulation to the required slope pattern in accordance with manufacturer's instructions.
D.
Provide additional insulation, if required, to prevent ponding and to ensure positive drainage on roof deck.
E.
Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof.
F.
Tape joints of insulation in accordance with roofing and insulation manufacturers' instructions.
G.
Install only as much insulation as can be covered with the completed roofing system before the end of the day's work or before the onset of inclement weather.
I
R ED
H
AR C
I
8/8/2014 3:28:30 PM
Permit Set 10/04/13
Permit Set
of
GMC # AGRE140027
drawn by: MEK
checked by: MPK
sheet
R EG
TE
T E
C T
I
A-603
SOUTH C
OFGOODWYN, ARO
L
TE
MILLS &
NA
A
T
CAWOOD,
S
INC
GREENVILLE, SC
No. 01039
S
SPECIFICATIONS
ISSUE DATE
GOODWYN
MILLS
C AWO O D
SECTION 10530
CANOPIES
PART 1 - GENERAL
1.01
SECTION INCLUDES
A.
Work in this section includes furnishing and installation of extruded aluminum canopy.
1.02
A.
Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
1.03
REFERENCE STANDARDS
A.
AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels;
2005.
B.
Aluminum Design Manual 2000, Specifications & Guidelines for Aluminum Structures.A.
C.
ASCE 7, Minimum Design Loads for Buildings and Other Structures.
D.
American Architectural Manufacturer's Association (AAMA).
E.
American Society for Testing and Materials (ASTM).
1.04
SUBMITTALS
A.
See Section 01 3000 - Administrative Requirements, for submittal procedures.
B.
Product Data: Provide manufacturer's product information, specifications and installation instructions for building components and accessories.
C.
Shop Drawings: Indicate all necessary plan dimensions, elevations and details. General Contractor shall verify all dimensions and provide elevations at each column,
finish floor, and related soffit before releasing to manufacturer for fabrication.
D.
Certification: Submit design calculations signed by a Registered Professional Engineer, licensed in state in which the project is located. Design calculations shall state that
the canopy system complies with the wind requirements of ASCE 7-95, the applicable building code, and all other governing criteria.
E.
Warranty: Submit manufacturer's warranty (as described below) and ensure that forms have been completed in Owner's name and registered with manufacturer.
1.05
QUALITY ASSURANCE
A.
Designer Qualifications: Perform design under direct supervision of a Professional Engineer experienced in design of this type of work and licensed in the State in which
the Project is located.
B.
Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience.
C.
Installer Qualifications: Company specializing in performing the work of this section with minimum three years of experience, and approved by manufacturer.
D.
Wind Uplift: Provide roof and vertical panel systems including supports meeting requirements of Underwriters Laboratories, Inc. for Class of wind uplift resistance
required at project location.
1.06
A.
Deliver and store all canopy components in protected areas.
1.07
WARRANTY
A.
B.
Canopy system, including materials and workmanship, shall be warranted from defects for a period of one year from substantial completion of installation.
C.
Provide 10 year manufacturer warranty for canopy system remaining intact (without perceptible deformation) and completely leak-free for 10-years from date of
acceptance of project (this warranty need not cover damage from winds exceeding the velocities and/or loading required by the International Building Code.
D.
Provide 10 year manufacturer warranty covering finish of canopy when finished with fluoropolymer coating.
PART 2 - PRODUCTS
2.01
MANUFACTURERS
A.
Architectural Shade Products: www.architecturalshade.com.
B.
Mapes Canopies: www.mapescanopies.com.
C.
Mason Corporation: www.masoncorp.com.
D.
Peachtree Protective Covers: www.peachtreecovers.com.
E.
Tennessee Valley Metals, Inc.,: www.tvmetals.com.
F.
2.02
MATERIALS
A.
Structural Components (including but not limited to decking, beams, posts, fascia, channels, tubes, angles, mounting plates and hanger rods) shall be extruded aluminum,
alloy 6063-T6.
B.
Fasteners: aluminum, 18-8 stainless steel or 300 series stainless steel.
2.03
COMPONENTS
A.
Columns: Columns shall be radius-cornered tubular extrusion of size indicated, with cutout and internal diverter for drainage where required.
B.
Beams: Beams shall be open-top tubular extrusion of size and shape indicated, top edges thickened for strength and designed to receive deck members in self-flashing
manner. Provide structural ties in tops of all beams.
C.
Channels, Tubes, Angles, Hanger Rods, and Mounting Plates: Structural aluminum extrusions
D.
Deck: Deck shall be extruded self-flashing sections interlocking into a composite unit.
E.
Fascia: Fascia shall be size and shape as indicated.
F.
Flashing: Flashing shall be.040" aluminum (min.).
2.04
FABRICATION
A.
Columns and gutter beams shall be designed such that the columns will be notched to receive and secure the gutter beams.
B.
Support channels and beams shall be designed to receive and secure the gutter beams.
C.
Beams and Columns shall be positively connected with neatly mitered corners.
D.
Deck shall be manufactured of extruded modules that interlock in a self-flashing manner. Assemble deck with sufficient camber to offset dead load deflection.
E.
Concealed drainage: Water shall drain from covered surfaces into integral gutter beam and be directed to ground level discharge via one or more designated support
posts.
2.05
FACTORY FINISHING
A.
70% Fluoropolymer (Kynar) finish: AAMA 2605, three coat.
B.
Color: Selected from manufacturer's standard colors.
PART 3 - EXECUTION
3.01
EXAMINATION
A.
Verify that substrates are ready to receive work.
3.02
PREPARATION
A.
Erection shall be performed after all concrete, masonry, and roofing work in the vicinity is complete and cleaned.
3.03
INSTALLATION
A.
Installation shall be in strict accordance with manufacturer's recommendations and approved shop drawings.
B.
Blockouts, if required, shall be provided by manufacturer, and installed by General Contractor.
C.
Erect columns and beams true to line, level and plumb.
D.
Aluminum columns embedded in concrete shall be protected by acrylic.
E.
Downspout columns shall be filled with grout to the discharge level to prevent standing water.
F.
Non-draining columns shall have weep holes installed at top of concrete to remove condensation.
3.04
CLEANING
A.
After installation, entire system shall be left in a clean condition.
3.05
PROTECTION
A.
Protect the finish during handling and erection.
B.
Take all precautions needed to protect entire canopy system from damage during subsequent construction activity until time of Substantial Completion.
sheet
of
4
Permit Set
drawn by: WAS
checked by: MPK
1
MILL S
C AWO O D
GOODWYN
RISER ROOM
103
P-101
TENANT C
102
Permit Set 10/04/13
D
GMC # AGRE140027
TENANT B
101
ISSUE DATE
2
TENANT A
100
C
B
PLUMBING PLAN
A
3
of
Permit Set
GMC # AGRE140027
drawn by: WAS
checked by: MPK
MILL S
C AWO O D
GOODWYN
1
sheet
4
Permit Set 10/04/13
D
P-102
3
ISSUE DATE
2
C
PLUMBING ROOF PLAN
B
3/4" / 12"
3/4" / 12"
A
A
B
C
D
1
RISER ROOM
103
2
RESTAURANT
TENANT A
100
RETAILER
TENANT B
101
RESTURANT /
RETAILER
TENANT C
102
3
4

400 AZALEA SQUARE BLVD., SUMMERVILLE, SC 29483 for

Transcription

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