16 western - nantucket
TRANSCRIPT
Proposed HDC Minutes for December 17, 2020
Page 3 of 6
5. Karli Hagedorn 12-2378 34 West Chester Street Fenestration change 41/31 Normand Residential Voting Pohl, Coombs, McLaughlin, Camp, Oliver Alternates Welch Recused None Documentation Architectural elevation plans, site plan, photos, historic documentation, and advisory comments. Representing Ben Normand, Residential Design Public None Concerns (1:26) Normand – Presented project; circa 1792 but rear ell circa 1970; the house has a strict deed restriction on it; Penn Austin is
involved in the restoration and has a stock of antique bricks. We have a stock of antique glass; the top of the chimney replicates historic photos. Backus – Read HSAB comments: use reclaimed brick and glass. Spoke to Preservation Trust of Historic New England. changes to the rear ell are allowable without impact to the historic structure. No concerns.
Motion Motion to Approve as submitted. (Oliver) Roll-call Vote Carried 5-0//Camp, Coombs, McLaughlin, Oliver, and Pohl-aye Certificate # HDC2020-12-2378
6. Randy Sharp 12-2472 53 Meadow View Drive Rooftop solar 56/173 ACK Smart Voting Pohl, Coombs, McLaughlin, Camp, Oliver Alternates Welch Recused None Documentation Architectural elevation plans, site plan, photos, and manufacturer spec sheet. Representing Tim Carruthers, ACK Smart Public None Concerns (1:32) Carruthers – Presented project; only on the south elevation, which is not visible from a public way.
No concerns Motion Motion to Approve as submitted. (Oliver) Roll-call Vote Carried 5-0//Coombs, Camp, McLaughlin, Oliver, and Pohl-aye Certificate # HDC2020-12-2472
7. Merrick Andlinger 12-2476 85 Millbrook Road Rooftop solar (Cottage) 40/20.6 ACK Smart Voting Pohl, Coombs, McLaughlin, Camp, Oliver Alternates Welch Recused None Documentation Architectural elevation plans, site plan, photos, and manufacturer spec sheet. Representing Tim Carruthers, ACK Smart Public None Concerns (1:35) Carruthers – Presented project; not visible from a public way.
No concerns. Motion Motion to Approve as submitted. (Oliver) Roll-call Vote Carried 5-0//Camp, Coombs, McLaughlin, Oliver, and Pohl-aye Certificate # HDC2020-12-2476
8. 16 Western Pres. Trst 12-2395 16 Western Avenue Addition/renovation 87/72 Botticelli + Pohl Voting Coombs (acting chair), McLaughlin, Camp, Oliver, Welch Alternates None Recused Pohl Documentation Architectural elevation plans, site plan, photos, correspondence, historic documentation, and advisory comments. Representing Lisa Botticelli, Botticelli & Pohl Public None Concerns (1:37) Botticelli – Presented project, circa 1938; 22’8” on the west elevation; the abutter is concerned about the garage 2nd-floor.
Backus – This was reviewed by HSAB: generally good; west dormer a little oversized; rafter tails should match existing; trim color should be dark green or cream, not white. Circa 1938 bungalow and noted in National Historical Landmark (NHL) data and was part of the Leader Inn dining hall. Oliver – Agrees with HSAB about the dormer on the right of the north elevation being scaled back. Misses seeing the railing on the front, but it looks great. The fenestration of the hyphen attaching the buildings will be see-through; asked for something to close those off somehow. Camp – Appreciates the sensitivity of the renovation. Misses the side porch looking at the south elevation. Would like the south elevation right porch to remain; on the left the breezeway should look like the old profile; suggested a single door with crossbucks. The garage is too tall and overtakes the main mass and doesn’t relate; should be brought down. McLaughlin – This structure has no historical architectural features. He has no concerns. Flynn – Read into the record the letter of concerns from Guy Madelone. Welch – Agrees with comments made particular with respect to the north elevation. The garage, proportionate to the width and lower line of the main structure, stands out. South elevation, the Juliet balcony masks the perception of verticality. Coombs – Would like to see as much crossbucks as possible; would prefer it be the dark green. Suggested eliminating the garage 2nd-story; it doesn’t fit in as designed.
Motion Motion to Hold for revisions. (Camp) Roll-call Vote Carried 5-0//Camp, Welch, McLaughlin, Oliver, and Coombs-aye Certificate #
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COASTAL DUNE BOUNDARYSUBJECT TO REVIEW AND
APPROVAL OF THE NANTUCKETCONSERVATION COMMISSION
STEPSREMNANTS
RENOVATEDDWELLING
FOOTPRINT OFEXISTING GARAGE
87-73N/FEIGHTEEN WESTERN, LLC
45
5.0
0'
LUG-2R-20
50'
25'
LOT 3
LOT SIZE = 110,500 S.F. +/-R-20: 19,561 S.F. +/- / LUG-2: 91,000 S.F. +/-
R-20:MIN. LOT SIZE: 20,000 S.F.FRONT YARD SETBACK: 30 FT.REAR & SIDE SETBACK: 10 FT.GROUND COVER RATIO (%): MIXED 12.5%
LUG-2:MIN. LOT SIZE: 80,000 S.F.FRONT YARD SETBACK: 35 FT.REAR & SIDE SETBACK: 15 FT.GROUND COVER RATIO (%): 4%
WESTERN AVENUE
approximate zone line
87-71N/F
GUY & DIANE MADDALONE
53
3.0
0'
DECK
N
81.93'
1LOCUS MAP
Scale: 1" = 10'2
PROPOSED SITE PLAN
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1 AA A
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Scale: 1/4" = 1'-0"1
MH NORTH ELEVATION
Scale: 1/4" = 1'-0"2
MH WEST ELEVATION
Scale: 1/8" = 1'-0"4
MH EX. NORTH ELEVATION
Scale: 1/8" = 1'-0"6
MH EX. WEST ELEVATION
3Previously Submitted North
5Previously Submitted West
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Scale: 1/4" = 1'-0"1
MH SOUTH ELEVATION
Scale: 1/4" = 1'-0"2
MH EAST ELEVATION
Scale: 1/8" = 1'-0"4
MH EX. SOUTH ELEVATION
Scale: 1/8" = 1'-0"6
MH EX. EAST ELEVATION
3Previously Submitted South
5Previously Submitted East
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B0-B0-
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B0-B0-
B0-B0-
B0- B0-B0-
B0-
10"
1"3
1/2"
12'-
0 1/
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1/2"
4'-
7"
3 1/
2"1"
10"
10"
1"1 1
/2"
29'-
10 1/
2"3
1/2"
1"10
"
10"
1"3
1/2"
11'-9
1/2"
3 1/
2"5
'-6
"3
1/2"
1"10
"
10"
1"3
1/2"
4'-
9 1/
2"3
1/2"
5'-
6"
3 1/
2"1"
10"
10" 7'-2" 10"1"
3 1/2" 22'-1 1/2" 3 1/2" 12'-3 1/2" 3 1/2" 7'-8 1/2" 3 1/2" 1" 10"
3 1/2" 12'-3 1/2" 3 1/2" 1" 10"
10" 1" 3 1/2" 3'-5" 3 1/2" 9'-1" 3 1/2" 5'-10 1/2" 3 1/2" 6'-5 1/2" 3 1/2"
10"
1"3
1/2"
9'-
2 1/
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3 1/
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-8"
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'-2
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3 1/
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10"
BSMTPOWDER
ROOM
BASEMENTBEDROOM
No. 1
BASEMENTBEDROOM
No. 2
MECHANICAL /STORAGE
BASEMENTOFFICE
BASEMENTPLAY ROOM
UP 15 R(10' +/-TBD)
BASEMENTBATH No. 2
BASEMENTBATH No. 1
BASEMENTHALL
MECHANICAL /STORAGE
CLOSETNo. 1
PO
SS
IBL
EF
IRE
PL
AC
E -
TO
BE
CO
NF
IRM
ED
CLOSETNo. 2
C2
C2
10" 1" 3 1/2" 15'-1" 3 1/2" 3'-7" 3 1/2" 6'-5 1/2" 3 1/2" 22'-1 1/2" 3 1/2" 3'-2 1/2" 3 1/2" 5'-6" 3 1/2" 11'-0" 3 1/2" 1" 10"
N
QU
EE
N
QU
EE
N
B0-B0-
B0-B0-
B0-
B0-
B0-B0-
B0-B0-
B0-
B0-
B0- B0-
10"
1"3
1/2"
15'-
2 1/
2"3
1/2"
4'-
7"
3 1/
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10"
10"
1"1 1
/2"
29'-
10 1/
2"3
1/2"
1"10
"
10"
1"3
1/2"
11'-9
1/2"
3 1/
2"5
'-6
"3
1/2"
1"10
"
10"
1"3
1/2"
4'-
1"3
1/2"
7'-
1"10
"
10" 7'-2" 10"1"
3 1/2" 22'-1 1/2" 3 1/2" 12'-3 1/2" 3 1/2" 7'-8 1/2" 3 1/2" 1" 10"
3 1/2" 12'-3 1/2" 3 1/2" 1" 10"
10" 1" 3 1/2" 3'-5" 3 1/2" 9'-4 1/2" 3 1/2"
10"
1"3
1/2"
9'-
2 1/
2"3
1/2"
3'-
9"
3 1/
2"2'
-8"
3 1/
2"13
'-2
1/2"
3 1/
2"1"
10"
BSMTPOWDER
ROOM
BASEMENTBEDROOM
No. 1
BASEMENTBEDROOM
No. 2
MECHANICAL /STORAGE
STUDY
BASEMENTPLAY ROOM
UP 15 R(10' +/-TBD)
BASEMENTBATH No. 2
BASEMENTBATH No. 1
BASEMENTHALL
MECHANICAL /STORAGE
CLOSETNo. 1
PO
SS
IBL
EF
IRE
PL
AC
E -
TO
BE
CO
NF
IRM
ED
CLOSETNo. 2
C2
C2
10" 1" 3 1/2" 13'-1" 3 1/2" 4'-11 1/2" 3 1/2" 7'-1" 3 1/2" 22'-1 1/2" 3 1/2" 3'-2 1/2" 3 1/2" 5'-6" 3 1/2" 11'-0" 3 1/2" 1" 10"
N
Scale: 1/4" = 1'-0"1
BASEMENT FLOOR PLAN
2Previously Submitted Basement
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All d
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AA A A1
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BA
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4
10-10-
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10- 20-
45'-1 1/2"
32'
-1 1/
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5 1/
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'-8
"5
1/2"
17'-
1"5
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5 1/
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'-5
"3
1/2"
5'-
10 1/
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1/2"
21'-
2"5
1/2"
25' WETLAND BUFFER
50' WETLAND BUFFER
LOCATION OFEXISTING GARAGE
UP 15 R(9'-5 5/8")
DN 15 R(10' +/-TBD)
EXISTINGBEACHSTEPS
EXISTINGDECK
KITCHEN /DINING GREAT
ROOM
STUDY STUDYBATH
ENTRYHALL
POWDERROOM
LAUNDRYROOM
POWDERHALL
MUD ROOMHALL
RECROOM
UP 14 R(9'-0 1/4")
DN 4"
DN 6"
OP
EN
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BE
LO
W
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BA
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6
CC
C
5
17'-6" 8'-6"
20'-
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5 1/2" 16'-7" 5 1/2" 8'-6" 5 1/2" 8'-2 1/2" 3 1/2" 7'-7" 3 1/2" 10'-0" 3 1/2" 9'-6 1/2" 5 1/2" 7'-6 1/2" 5 1/2"
5 1/
2"19
'-1"
5 1/
2"
N
3
EXEX EX EX
EX
EX
EX
EX
EXEXEXEX EXEX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
15'-0"
20'-
0"
8'-0 1/4" 37'-1 1/2" 8'-0 1/2"
53'-2"
3'-
0 3
/4"
32'
-1 1/
2"8
'-0
3/4
"
43
'-3
"
UP 13 R(8'-8 1/4")
HW
AA A A1
A2
A3A3 2
BA2
D
DA2
2
10-10-
10-
10-
3
3
10-10-
10-
10-
10-
45'-1 1/2"
32'
-1 1/
2"
5 1/
2"13
'-8
"5
1/2"
17'-
1"5
1/2"
5 1/
2"5
'-10
1/2"
3 1/
2"3
'-5
"5
1/2"
21'-
2"5
1/2"
25' WETLAND BUFFER
50' WETLAND BUFFER
LOCATION OFEXISTING GARAGE
UP 15 R(9'-5 5/8")
DN 15 R(10' +/-TBD)
EXISTINGBEACHSTEPS
EXISTINGDECK
KITCHEN /DINING GREAT
ROOM
STUDY STUDYBATH
ENTRYHALL
POWDERROOM
LAUNDRYROOM
POWDERHALL
MUD ROOMHALL
RECROOM
UP 14 R(9'-0 1/4")
DN 4"
DN 6" OP
EN
TO
BE
LO
W
ZO
NIN
G S
ET
BA
CK
4
CC
C
5
C
15'-6" 10'-6"
20'-
0"
5 1/2" 14'-7" 5 1/2" 10'-6" 5 1/2" 8'-2 1/2" 3 1/2" 7'-7" 3 1/2" 10'-0" 3 1/2" 11'-9" 3 1/2" 5'-6" 5 1/2"
5 1/
2"19
'-1"
5 1/
2"
N
Scale: 1/4" = 1'-0"1
FIRST FLOOR PLAN
2EXISTING FIRST FLOOR PLAN
3Previously Submitted First Floor
11 O
LD S
OUT
H R
OAD
, NAN
TUCK
ET, M
A 02
554
31 S
TATE
STR
EET,
BOST
ON
, MA
0210
9BO
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MP
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228
545
5 P
617
482
454
3
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ID#
All d
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MAP
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All d
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Seco
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loor
Pla
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tion
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Ave
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Nan
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554
ID #
A -1.2
MAP
NO
: 87
DAT
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VISI
ON
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20-
6
QUEEN
C
20-
CC
BB
6
20-20-
20-
BB
20-
5 1/
2"5
'-6
"3
1/2"
13'-
3 1/
2"5
1/2"
5 1/2" 3'-2 1/2" 3 1/2" 6'-2 1/2" 3 1/2" 4'-1" 3 1/2" 2'-8" 5 1/2"
5 1/2" 3'-2 1/2" 3 1/2" 6'-2 1/2" 3 1/2" 7'-0 1/2" 5 1/2"
5 1/
2"1'-
0"
3'-
5 1/
4"
3 1/
2"
5 1/
2"4
'-5
1/4
"3
1/2"
7'-
2 3
/4"
3 1/
2"1'-
8 1/
2"5
1/2"
5 1/
2"4
'-5
1/4
"3
1/2"
3'-
3"
3 1/
2"3
'-3
"3
1/2"
2'-1
"3
1/2"
6'-
0" H
D H
T
6'-
0" H
D H
T
7'-
0" H
D H
T
7'-0" HD HT
6'-0" HD HT
7'-0" HD HT
6'-0" HD HT
DN 15 R(9'-5 5/8")
7'-
0" H
D H
T
6'-
0" H
D H
T
7'-
0" H
D H
T
6'-
0" H
D H
T
7'-
0" H
D H
T MASTERBEDROOM
MASTERBATH
BEDROOMNo. 1
BATHNo. 1
DN 14 R(9'-0 1/4")
C2
5 1/2" 15'-6" 3 1/2"9 1/2"
5 1/2"
N
EXEX
DN 13 R(8'-8 1/4")
EXEX
20-
20-4
QUEEN
C
20-
CC
BB
4
20-20-
20-
BB
5 1/
2"5
'-6
"3
1/2"
13'-
3 1/
2"5
1/2"
5 1/
2"6
'-1"
3 1/
2"6
'-1"
3 1/
2"1'-
2 1/
2"5
1/2"
5 1/2" 3'-2 1/2" 3 1/2" 5'-6" 5 1/2" 3'-1" 3 1/2" 5'-2 1/2" 5 1/2"
5 1/2" 3'-2 1/2" 3 1/2" 5'-6" 5 1/2" 8'-7" 5 1/2"
5 1/
2"1'-
2"4
'-11"
3 1/
2"
6'-
0" H
D H
T
6'-
0" H
D H
T
7'-
0" H
D H
T
7'-0" HD HT
6'-0" HD HT
7'-0" HD HT
6'-0" HD HT
DN 15 R(9'-5 5/8")
7'-
0" H
D H
T
6'-
0" H
D H
T
7'-
0" H
D H
T
6'-
0" H
D H
T
7'-
0" H
D H
T MASTERBEDROOM
MASTERBATH
BEDROOMNo. 1
BATHNo. 1
DN 14 R(9'-0 1/4")
C2
5 1/2" 13'-7" 3 1/2"8 1/2"
5 1/2"
N
Scale: 1/4" = 1'-0"1
SECOND FLOOR PLAN
2EXISTING SECOND FLOOR PLAN
3Previously Submitted Second Floor
Prepared by Botticelli & Pohl, P.C. 12/21/20 Page 1
Renovation at Window & Exterior Door Schedule16 Western Ave Rev. 2020-12-21
Main House
Window Schedule
Plan Type Qty. Type Manufacturer Glass Size Sash size Lights Comments
A 4 Double Hung Boston Sash 16 x 30 2'-11 5/8" x 5'-5" 2 over 1
A2 3 (2) Double Hung Boston Sash 16 x 30 (2) 2'-11 5/8" x 5'-5" 2 over 1
A3 2 (3) Double Hung Boston Sash 16 x 30 (3) 2'-11 5/8" x 5'-5" 2 over 1
B 5 Double Hung Boston Sash 13 1/2 x 18 2'-6 5/8" x 3'-5" 2 over 1
C 7 Double Hung Boston Sash 15 x 26 2'-9 5/8" x 4'-9" 2 over 1
C2 3 (2) Double Hung Boston Sash 15 x 26 (2) 2'-9 5/8" x 4'-9" 2 over 1
D 1 Fixed Boston Sash 1'-11 5/8" x 3'-0" 4
Door Schedule
Plan Type Qty. Type Style Door Dimension Lights Comments
1 1 Entry Single Hinged 3'-6" x 7'-6" 6 over panel
2 3 French Double Hinged 6'-0" x 7'-6" 6
3 1 Side Door Single Hinged 2'-8" x 7'-6" 4 over panel
4 1 French Single Hinged 2'-8" x 7'-6" 6
5 1 Outswing Garage Doors Double Hinged 8'-0" x 7'-6" 8 over panel
6 3 French Double Hinged 5'-8" x 6'-8" 6
1. All new windows will be True Divided Lights, single thick glass by Boston Sash, hidden balance, DP30, muntin configuration as shown on exterior elevations.
2. All exterior doors will be True Divided Lights, single thick glass, and will meet all required codes.
3. Contractor to provide plywood panels for all new fenestration as required by code to meet impact codes.
4. No finger joints on casings or sills. Back primed all casings and exterior trim prior to installation.
5. Contractor shall provide tempered glass in all locations required by code.
6. Contractor will provide shop drawings for all window and door units to architect for approval.
7. Provide all new custom doors with storm doors (Low-E) or Low-E energy panel as required by energy code. Max U-Value .37
8. Provide all new windows- including sidelights, transoms, and fixed windows, with storm windows (Low-E) as required by energy code. Max U-Value .37
9. Storm/ screen units to be mounted to match existing windows.
10. Provide all window and doors with red cedar casings to match existing profiles.
11. Contractor will verify all rough opening sizes and quantities on site during rough framing before placing window order.
Notes: