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Hyannis HyArts Cultural DistrictWalkway To The Sea Artists Shanties
AddressTown, MA
GENERAL
G0 COVER SHEET
CIVIL
C1.1 EXISTING SITE PLAN
C1.2 PROPOSED SITE P
ARCHITECTURAL
A1 FLOOR PLANS / ELEVATIONS
A2 STRUCTURAL
A3 DETAILS / SCHEDULES / ELECTRICAL
DRAWING SHEETS:
A
GENERAL NOTES:
TO
WN
OF
BA
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G1
Site Plan
PA
TH
INIT
IALS
DA
TE
DRAWING TITLE
REVISIONS
NO.:DATE: COMMENTS:
1
--------------
2
3
4
5
DRAWING NOTES:
DRAWN BY:
SCALE:
SHEET NO.:
PROJECT INFO:
DATE:
AS NOTED 04-11-2017
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& G
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is, M
A 0
2061
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C1.1
Existing Site Plan
DRAWING TITLE
REVISIONS
NO.:DATE: COMMENTS:
1
--------------
2
3
4
5
DRAWING NOTES:
DRAWN BY:
SCALE:
SHEET NO.:
PROJECT INFO:
DATE:
AS NOTED 4-11-2017
.
1/8" - 1'-0"
EXISTING SITE PLAN
D
O
U
B
L
E
D
O
O
R
S
S
I
N
G
L
E
D
O
O
R
D
O
U
B
L
E
D
O
O
R
S
S
I
N
G
L
E
D
O
O
R
S
I
N
G
L
E
D
O
O
R
D
O
U
B
L
E
D
O
O
R
S
S
IN
G
LE
D
O
O
R
D
O
U
B
LE
D
O
O
R
S
DOUBLE DOORS
SIN
GL
E D
OO
R
N
E
W
2
0
0
A
U
N
D
E
R
G
R
O
U
N
D
S
IN
G
L
E
P
H
A
S
E
E
L
E
C
T
R
IC
S
E
R
V
IC
E
(A
L
U
M
IN
U
M
) IN
2
"
S
C
H
E
D
U
L
E
4
0
P
V
C
C
O
N
D
U
IT
B
Y
O
T
H
E
R
S
(N
IC
)
NE
W U
.G.
ELE
CT
RIC
BY
OT
HE
RS
N
E
W
U
N
D
E
R
G
R
O
U
N
D
E
L
E
C
T
R
I
C
F
E
E
D
B
Y
O
T
H
E
R
S
N
E
W
U
N
D
E
R
G
R
O
U
N
D
E
L
E
C
T
R
IC
F
E
E
D
B
Y
O
T
H
E
R
S
N
E
W
U
N
D
E
R
G
R
O
U
N
D
E
L
E
C
T
R
IC
F
E
E
D
B
Y
O
T
H
E
R
S
ALTERNATE 3
(FOUNDATION)
29'
30'
28'
27'
R
E
L
O
C
A
T
E
E
X
IS
T
IN
G
B
E
N
C
H
A
N
D
P
A
D
2
1
'
-
0
"
M
I
N
.
2
3
'
-
0
"
21'-0
"
2
1
'
-
0
"
21
'-0
"
2
1
'-
0
"
EXISTING TREE TO BE
REMOVED (ALTERNATE 3)
N
E
W
B
R
I
C
K
W
A
L
K
N
E
W
B
R
I
C
K
W
A
L
K
N
E
W
B
R
I
C
K
W
A
L
K
N
E
W
B
R
IC
K
W
A
LK
R
E
L
O
C
A
T
E
D
B
E
N
C
H
A
N
D
P
A
D
EXISTING BRICK PAVER
WALK TO REMAIN
EX
IST
ING
BE
NC
H
TO
RE
MA
IN
20' F
IR
E
S
E
P
A
R
A
T
IO
N
D
IS
T
A
N
C
E
20' F
IR
E
S
E
P
A
R
A
T
IO
N
D
IS
T
A
N
C
E
NEW COMMERCIAL GRADE
WEATHER TIGHT ELECTRIC
METER SOCKET WITH
BIPASS. BY OTHERS NIC
FUTURE SHANTY
LOCATION
MP
CS
N
E
W
U
.
G
.
E
L
E
C
T
R
I
C
B
Y
O
T
H
E
R
S
N
E
W
U
N
D
E
R
G
R
O
U
N
D
E
L
E
C
T
R
I
C
F
E
E
D
B
Y
O
T
H
E
R
S
NEW COMMERCIAL GRADE
WEATHER TIGHT 30
CIRCUIT 200 AMP PANEL
WITH MAIN. BY OTHERS
NIC
NEW 200A SERVICE UP
POLE IN SCHEDULE 80 PVC
CONDUIT BY
OTHERS
EACH UNIT TO HAVE
SQUARE D OR BETTER 8
CIRCUIT SUB PANEL BY
OTHERS
ALL U.G.ELECTRIC FEEDS TO
BE COPPER (3) #8 WIRE
IN 1-1/4 PVC SCHEDULE
40 CONDUIT (BY
OTHERS)
EACH BUILDING
FOUNDATION TO BE
GROUNDED BY THIS
CONTRACTOR N
E
W
C
A
B
L
E
S
E
R
V
IC
E
IN
2
" S
C
H
E
D
U
L
E
4
0
P
V
C
C
O
N
D
U
IT
B
Y
O
T
H
E
R
S
N
E
W
U
N
D
E
R
G
R
O
U
N
D
C
A
B
L
E
F
E
E
D
B
Y
O
T
H
E
R
S
NE
W U
ND
ER
GR
OU
ND
CA
BLE
FE
ED
BY
OT
HE
RS
N
E
W
U
N
D
E
R
G
R
O
U
N
D
C
A
B
L
E
F
E
E
D
B
Y
O
T
H
E
R
S
EACH
BUILDING TO
BE GROUNDED
N
E
W
U
N
D
E
R
G
R
O
U
N
D
C
A
B
L
E
F
E
E
D
B
Y
O
T
H
E
R
S
PROTECT EXISTING
DRYWELLS FROM SILT
INFILTRATION
PROTECT EXISTING
DRYWELLS FROM SILT
INFILTRATION
NOTE:
ALL ELECTRIC AND CABLE
WORK BY OTHERS. (NIC)
ALTERNATE 1
(FOUNDATION)ALTERNATE 2
(BUILDING)
ALTERNATE 4 (BUILDING)
DA
TE
INIT
IALS
PA
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TO
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OF
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AB
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artm
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Str
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& G
roun
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rs W
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yann
is, M
A 0
2061
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C1.2
Proposed Site Plan
DRAWING TITLE
REVISIONS
NO.:DATE: COMMENTS:
1
--------------
2
3
4
5
DRAWING NOTES:
DRAWN BY:
SCALE:
SHEET NO.:
PROJECT INFO:
DATE:
AS NOTED 4-11-2017
.
1/8" - 1'-0"
PROPOSED SITE PLAN
2
3
'
-
0
"
21'-0
"
MP
CS
9'-6
" ±
10°
9'-9
9
16
"± 32'-7
11
16
"± 36'-2
1
4
"± 17'-7
13
16
"±
69'-7
3
4
"±
29°
39°
11
'-8
1 8
"
BUILDING 1
(BASE BID)
BUILDING 2
(BASE BID)
BUILDING 4
(ALTERNATE 1)
(ALTERNATE 2)
BUILDING 3
(BASE BID)
BUILDING 5
(ALTERNATE 3)
(ALTERNATE 4)
18
'-1
11
16
"±
5'-8
3 4
"±
13
'-3
1 4
"±
2
1
'
-
0
1
3
1
6
"
2
0
'
-
3
5
8
"
2
2
'
-
1
1
3
4
"
20'-7
11
16
"
2
1
'
-
0
"
39°
CENTER OF IRRIGATION BOX
DA
TE
INIT
IALS
PA
TH
TO
WN
OF
BA
RN
ST
AB
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Str
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& G
roun
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A 0
2061
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C1.3
BUILDING LAYOUT
DRAWING TITLE
REVISIONS
NO.:DATE: COMMENTS:
1
--------------
2
3
4
5
DRAWING NOTES:
DRAWN BY:
SCALE:
SHEET NO.:
PROJECT INFO:
DATE:
AS NOTED 4-11-2017
.
1/8" - 1'-0"
BUILDING LAYOUT PLAN
12'-0"
6'-0" 6'-0"
10
'-0"
5'-0"
5'-0
"
10
'-0"
5'-0"
5'-0
"
12'-0"
101
102
6'-0" 6'-0"
2
1
A2
A
A2
B
ACTIVE
LEAF
7'-8
1 2
"
7'-8
1 2
"
12
10
12
10
1'-4" x 1'-4" PVC CUPOLA WITH
COPPER ROOF
ARCHITECTURAL ASPHALT SHINGLE
ROOF SYSTEM
1X4 CORNERBOARD
FIBERGLASS DOOR SYSTEM
FIBERGLASS DOOR SYSTEM
BRICK WALK
ADA THRESHOLD
FIBERGLASS DOOR
W/ IMPACT RESISTANT
DOUBLE INSULATED
GLAZING
1X6 PVC RAKE W/ RAKE TRIM
LIGHT FIXTURE TO BE INSTALLED AT
CENTER OF DORMER (NOT SHOWN)
TOP OF PLATE
TOP OF SLAB
TOP OF PLATE
TOP OF SLAB
7'-8
1 2
"
ARCHITECTURAL ASPHALT SHINGLE ROOF SYSTEM
1X4 PVC TRIM
PVC FRIEZE
PVC SKIRT
PVC SHUTTERS
IMPACT RESISTANT VINYL COATED
WOOD WINDOWS
12
10
PRE-DIPPED WHITE CEDAR
SHINGLE SIDING. ONE COLOR
FOR EACH BUILDING. COLOR
TO BE SELECTED BY THE OWNER
PRE-DIPPED WHITE CEDAR
SHINGLE SIDING. ONE COLOR
FOR EACH BUILDING. COLOR
TO BE SELECTED BY THE OWNER
PVC FLOWER BOX & BRACKETS
PVC VENT
1'-4" x 1'-4" PVC CUPOLA WITH
COPPER ROOF
A2
A
A2
B
16X16 COPPER ROOF
CUPOLA
10
:1
2 P
IT
CH
10:12 PITCH
10
:1
2 P
IT
CH
10
:1
2 P
IT
CH
RIDGE RIDGE
COVER ENTIRE ROOF WITH
ICE AND WATER SHIELD
DA
TE
INIT
IALS
PA
TH
TO
WN
OF
BA
RN
ST
AB
LE
Dep
artm
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f Pub
lic W
orks
Str
uctu
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& G
roun
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rs W
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is, M
A 0
2061
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---MRM
A1
Plan & Elevations
Scheme 1B
DRAWING TITLE
REVISIONS
NO.:DATE: COMMENTS:
1
--------------
2
3
4
5
DRAWING NOTES:
DRAWN BY:
SCALE:
SHEET NO.:
PROJECT INFO:
DATE:
AS NOTED 4-11-17
.
1/2" = 1'-0"
FLOOR PLAN
.
1/2" = 1'-0"
FRONT ELEVATION.
1/2" = 1'-0"
LEFT ELEVATION
.
1/2" = 1'-0"
REAR ELEVATION
.
1/2" = 1'-0"
RIGHT ELEVATION
.
1/2" = 1'-0"
ROOF PLAN
7'-8
1 2
"
12
10
12
10
10" CONC FOUNDATION WALL
MIN 4'-0" BELOW GRADE W/
(2) #5 BARS TOP & BOTTOM
6" COMPACTED STONE
5" CONCRETE SLAB 1
2
" EXTERIOR GRADE PLYWOOD
H2.5A HURRICANE CLIP
2X6 TIE BEAM
ARCHITECTURAL ASPHALT SHINGLE ROOF SYSTEM
ON (2) LAYERS 15# BLDG FELT ON
ICE AND WATER SHIELD ON
5
8
" EXTERIOR GRADE PLYWOOD (OPTIONAL)
ON 1X12 ROUGH SAWN PINE BOARDS
2X4 COLLAR TIE
RIDGE SHINGLES
ANCHOR BOLTS @
2'-0" O.C.
2X6 RAFTER
STARTER FLASHING
2X8 RIDGE BOARD
10 MIL REINF VAPOR BARRIER
1X4 FRIEZE
NEW BRICK WALK BEYOND
TOP OF PLATE
TOP OF SLAB
PRE-DIPPED WHITE CEDAR SHINGLE SIDING. MAILBEC OR
EQUAL. EACH SHED TO BE A DIFFERENT COLOR. COLOR TO
BE SELECTED BY THE OWNER. SHINGLE SIDING ON HOUSE
WRAP ON VERTICAL WOOD BOARDS
SHED FRAMING SYSTEM BY CONTRACTOR.
SUBMIT ENGINEERED STAMPED SHOP DRAWINGS
OF FRAMING SYSTEM FOR REVIEW.
1X12 VERTICAL ROUGH SAWN WOOD BOARDS
GRADE
1X12 PVC SKIRT (TYPICAL)
2x6 @ 16" O.C.
2x6 @ 16" O.C. 2x6 @ 16" O.C.
2X8 RIDGE BD
2X
8 R
ID
GE
B
D
HEADER (2) 2X8
A2
A
A2
B
TIE BEAMS
12'-0"
10
'-0
"
10" 10'-4" 10"
10
"8
'-4
"
10
"
A2
A
A2
B
10" REINFORCED CONCRETE FOUNDATION. MIN
4'-0" BELOW GRADE (TYPICAL)
5" REINFORCED CONC SLAB
ON 15 MIL VAPOR BARRIER
NEW DORMER SCAB OVER ROOF
SIMPSON STHD10 STRAP TIES AT EACH CORNER
AND EACH SIDE OF REAR WINDOW AND FRONT
DOORS
7'-8
1 2
"
6'-1
0"
12
10
6" COMPACTED STONE
5" CONCRETE SLAB
IMPACT RESISTANT WINDOWS
H2.5A HURRICANE CLIP
2X6 TIE BEAM
2X4 COLLAR TIE
RIDGE SHINGLES
2X6 RAFTER
STARTER FLASHING
2X8 RIDGE BOARD
10 MIL REINF VAPOR BARRIER
10" THICK CONC FOUNDATION W/
(2) #5 BARS TOP & BOTTOM
PVC FRIEZE
PRE-DIPPED WHITE CEDAR SHINGLE SIDING. MAILBEC OR
EQUAL. EACH SHED TO BE A DIFFERENT COLOR. COLOR TO
BE SELECTED BY THE OWNER. SHINGLE SIDING ON HOUSE
WRAP ON VERTICAL WOOD BOARDS
ARCHITECTURAL ASPHALT SHINGLE ROOF SYSTEM
ON (2) LAYERS 15# BLDG FELT ON
ICE AND WATER SHIELD ON
5
8
" EXTERIOR GRADE PLYWOOD (OPTIONAL) ON
1X12 ROUGH SAWN PINE BOARDS
THE USE OF PLYWOOD SHEATHING ON ROOF IS REQUIRED
IF NAILS WILL PENETRATE THROUGH THE 1X12 BOARDS
INTO THE INTERIOR SPACE
TOP OF PLATE
TOP OF SLAB
STARTER FLASHING
6" COMPACTED EARTH
GRADE
ADA COMPLIANT THRESHOLD
1X6 PVC FASCIA
4'-0
"
MIN
B
EL
OW
GR
AD
E
PRE-DIPPED WHITE CEDAR SHINGLE
SIDING. MAILBEC OR EQUAL. EACH
SHED TO BE A DIFFERENT
COLOR. COLOR TO BE
SELECTED BY THE OWNER
1X12 ROUGH SAWN PINE BOARDS
7
1
4
"
1X8 PVC RAKE
FIBERGLASS DOOR
SHED FRAMING SYSTEM BY CONTRACTOR.
SUBMIT ENGINEERED STAMPED SHOP DRAWINGS
OF FRAMING SYSTEM FOR REVIEW.
1X12 VERTICAL ROUGH SAWN WOOD BOARDS
A2
1
CUPOLA NOT SHOWN
DRIP EDGE
NOTE:
SIMPSON STHD10 STRAP TIES TO BE INSTALLED
WHEN FOUNDAITON AND SLAB ARE POURED
UNIT PAVERS TO MATCH EXISTING
BEDDING SAND
COMPACTED DENSE GRADED TO
95% COMPACTION
1
8
" JOINTS HAND TIGHT. FILL ALL JOINTS WITH
POLYMERIC SAND, GRAY COLOR
EDGE RESTRAINT AT ALL PLANTING BED
EDGES PER MANUFACTURERS
COMMERCIAL RECOMMENDATION
COMPACTED SUBGRADE
LANDSCAPE FABRIC
GRADE
6"
MIN
GRADE
4'-0"
MIN
B
ELO
W
GR
AD
E
CUT GRADE AS REQUIRED
NEW REINFORCED
CONCRETE FOUNDATION
GRADE
4'-0
"
MIN
B
EL
OW
GR
AD
E
1'-4
" ±
NEW REINFORCED
CONCRETE FOUNDATION
DA
TE
INIT
IALS
PA
TH
TO
WN
OF
BA
RN
ST
AB
LE
Dep
artm
ent o
f Pub
lic W
orks
Str
uctu
res
& G
roun
ds80
0 P
itche
rs W
ay, H
yann
is, M
A 0
2061
WA
LK
WA
Y T
O T
HE
SE
AH
YA
RT
S S
HA
NT
IES
RU
TH
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HY
AN
NIS
, M
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---MRM
A2
Plan & Elevations
DRAWING TITLE
REVISIONS
NO.:DATE: COMMENTS:
1
--------------
2
3
4
5
DRAWING NOTES:
DRAWN BY:
SCALE:
SHEET NO.:
PROJECT INFO:
DATE:
AS NOTED 4-11-17
.
1/2" = 1'-0"
SECTION A
.
1/2" = 1'-0"
ROOF FRAMING PLAN
.
1/2" = 1'-0"
FOUNDATION PLAN
.
1/2" = 1'-0"
SECTION B
1
3" = 1'-0"
PAVER DETAIL
2
1-1/2" = 1'-0"
FOUNDATION WHERE GRADE RISES
2
1-1/2" = 1'-0"
FOUNDATION WHERE GRADE DROPS
A2
A
A2
B
SURFACE MOUNTED
EXTERIOR LIGHT
CRAFTMADE Z11407
NAUTICAL
BURNISHED
COPPER FINISH
SURFACE MOUNTED
MOTION ACTIVATED
EXTERIOR LIGHT
W/ OVERRIDE
SWITCH
EXTERIOR GIF
DUPLEX
OUTLET
EXTERIOR GIF
DUPLEX
OUTLET
4' TRACK LIGHTING
W/ (3) HEADS
4' TRACK LIGHTING
W/ (3) HEADS
4' T
RA
CK
L
IG
HT
IN
G
W/ (3
) H
EA
DS
NEW FLUSH
PANEL
NEW 40 AMP PANEL PROVIDE
1 EXTERIOR LIGHT BREAKER
1 INTERIOR LIGHT BREAKER
1 EXTERIOR OUTLET BREAKER
1 INTERIOR OUTLET BREAKER
2 EMPTY SLOTS FOR FUTURE USE
ALL NEW LIGHTING FIXTURES
TO BE LED.
SURFACE MOUNTED
EXTERIOR LIGHT
CRAFTMADE Z11407
NAUTICAL
BURNISHED
COPPER FINISH
ON DORMER
EA HEAD 50W LED
HAMPTON BAY
EA HEAD 50W LED
HAMPTON BAY
EA
H
EA
D 50W
LE
D
HA
MP
TO
N B
AY
NOTE:
ALL ELECTRICAL WORK BY OTHERS (N.I.C.)
DOOR AND FRAME SCHEDULE
MARK
WD HGT THK
SIZE
MATL GLAZING
WD HGT
LOUVER
DOOR
MATL EL
HEAD JAMB SILL
DETAIL
FRAME
FIRE
RATING
LABEL
SET
NO
KEYSIDE
RM NO
HARDWARE
NOTES
0 HR
0 HR
1
2
--
--
--
--
WINDOW SCHEDULE
MARK
Width HEIGHT
SIZE
TYPE Manufacturer MATERIAL NOTES
Impact Resistan Unit / Applied Exterior Grill
Impact Resistant Unit / Applied Exterior Grill
WINDOW
TYPE 1
WINDOW
TYPE 2
DOOR
101
DOOR
102
SCHEDULE OF INSPECTIONS:
Provide the Project Management Team
with a regularly updated construction
schedule and reasonable notice for
inspections of the following work:
· General:
Unforeseen conditions.
· Site Work:
Building layout
Subgrade utilities and drains.
· Concrete:
Form work
Reinforcing
Bearing conditions
· Framing:
Anchors and Bearing conditions
Field modifications of shop work
Complete framing prior to concealment
· Thermal and Moisture Protection:
Waterproofing
Dampproofing
Flashing
Thermal and sound insulation
Vapor barriers
Roofing substrate
· Electrical, Mechanical, and Plumbing Systems:
Equipment and distribution layout
Completed installation prior to
concealment
· Finishes & Fixtures:
Flooring, Wall finish
Ceilings, Millwork
Casework
Mechanical, Plumbing and Electrical
fixtures
SELECTIVE DEMOLITION
Comply with EPA regulations and hauling and disposal regulations of authorities having jurisdiction.
A. Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted.
B. It is not expected that hazardous materials will be encountered in the Work. If materials
suspected of containing hazardous materials are encountered, do not disturb; immediately
notify Architect and Owner. Owner will remove hazardous materials under a separate
contract.
C. Maintain services/systems indicated to remain and protect them against damage during
selective demolition operations. Before proceeding with demolition, provide temporary
services/systems that bypass area of selective demolition and that maintain continuity of
services/systems to other parts of the building.
D. Locate, identify, shut off, disconnect, and cap off utility services and mechanical/electrical
systems serving areas to be selectively demolished. Call Dig-Safe for underground utility
locations prior to start of work.
E. Provide temporary barricades and other protection required to prevent injury to people and
damage to adjacent buildings and facilities to remain.
F. Provide and maintain shoring, bracing, and structural supports as required to preserve
stability and prevent movement, settlement, or collapse of construction and finishes to remain
or construction being demolished.
G. Provide temporary weather protection to prevent water leakage and damage to structure and
interior areas.
H. Protect existing finish work that are to remain. Cover and protect equipment that have not
been removed.
I. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting
methods least likely to damage construction to remain or adjoining construction.
J. Promptly remove demolished materials from Owner's property and legally dispose of them.
Do not burn demolished materials.
STRUCTURAL NOTES:
1. THIS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE ORDERING
OF MATERIALS AND THE START OF WORK. NOTIFY THE ARCHITECT IMMEDIATELY IF FIELD
CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS.
2. ALL CONCRETE TO BE 3,500 PSI AT 28 DAYS. PROVIDE ARCHITECT WITH SHIPMENT SLIPS
STATING CONCRETE DESIGN STRENGTH FROM THE CONCRETE SUPPLIER
3. ALL METAL CONNECTORS AND NAILS TO BE STAINLESS STEEL.
4. ALL WOOD IN CONTACT WITH GROUND OR CONCRETE TO BE PRESSURE TREATED
LUMBER
5. NON STAINLESS STEEL METAL ITEMS TO BE SEPARATED FROM PRESSURE TREATED
LUMBER
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Electrical
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DRAWING TITLE
REVISIONS
NO.:DATE: COMMENTS:
1
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2
3
4
5
DRAWING NOTES:
DRAWN BY:
SCALE:
SHEET NO.:
PROJECT INFO:
DATE:
AS NOTED 4-11-17
.
1/2" = 1'-0"
ELECTRICAL PLAN - By Others Not In Contract
