30
907 MAIN STREET AMENDMENT TO SPECIAL PERMIT #324 REGARDING APPROVED PARKING & LOADING RELIEF (5 spaces) AND BASEMENT GFA EXEMPTION NEW SPECIAL PERMIT: ADDITIONAL HEIGHT (4.5’)
907 MAIN STREET
AMENDMENT TO SPECIAL PERMIT #324
REGARDING APPROVED PARKING & LOADING RELIEF (5 spaces)
AND BASEMENT GFA EXEMPTION
NEW SPECIAL PERMIT: ADDITIONAL HEIGHT (4.5’)
SPECIAL PERMIT SCHEME AMENDMENT SCHEME
SPECIAL PERMIT SCHEME AMENDMENT SCHEME
TYPICAL FLOOR PLAN
2ND , 3RD AND 4TH SIMILAR
AMENDMENT SCHEMESPECIAL PERMIT SCHEME
VIEW FROM COLUMBIA STREET TOWARD LAFAYETTE SQUARE
SPECIAL PERMIT SCHEME AMENDMENT SCHEME
VIEW FROM MAIN STREET TOWARD CENTRAL SQUARE
SPECIAL PERMIT SCHEME AMENDMENT SCHEME
VIEW FROM MASS AVE
SPECIAL PERMIT SCHEME AMENDMENT SCHEME
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
12" = 1'-0"
9/2
0/2
01
7 2
:57
:08
PM
SP-000
09-05-17
19200
SP
EC
IAL P
ER
MIT
SU
BM
ITA
L
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
907 MAIN STREET
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1" = 100'-0"
9/2
0/2
01
7 2
:57
:08
PM
SP-001
09-05-17
19200
AS
SE
SS
OR
S M
AP
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
THIS SITE
HY D
WSO
WV
W
GV
GV
WV
WV
GV
GV
GV
WSO
102
AREA
ADDITIONAL DETAIL AND SPOT GRADES.
04/21/2016
DESCRIPTION OF REVISION
DATE
FILE No.
SCALE
DATE
CHECKED BY
DRAWN BY
6.8'
ROOF PEAK
ELEVATION:
54 .90'
THRESHOLD
ELEVATION: 9.97'
THRESHOLD
ELEVA TION: 2.14 '
THRESHOLD
ELEVATION: 9.05'
THRESHOLD
ELEVA TION: 9.91'
THRESHOLD
ELEVATION: 9.40'
THRESHOLD
ELEVATION: 8.63'
6.8'6.8'
6.8'
6.8'
6.8'
6.7'6.7'
6.6'
6.4'
6.4'
6.3'
5.9'
5.8'
5.2'
5.1'
5.0'
5.3'
5.6'
5.3'
6.7'
6.4'
6.5'
7.0'
6.7'6.7'
7.2'
7.3'
7.4'6.9'
6.9'
7.4'
ENTRY #905ELEVATION: 9.90'
ENTRY #901ELEVATION: 9.36'
5.7'
8.2'
8.4'
8.4'
6.2'
7.0'
7.8'
5.9'
5.9'
7.2'
7.6'
7.5'
7.0'
6.8'
7.5'
7.5'
7.4'
CATCHBASIN
RIM: 5.78
INV: 1.57SUMP: -3.72
CATCH BASINRIM: 5.89
INV OUT: 3.39
SUMP: -3.6
DRAIN MANHOLERIM: 6.60INV: -2.2
SUMP: -2.3
CATCH
BASIN
RIM: 5 .12
INV: 1.92
SUMP: -
1.0
T.V. MANHOLERIM: 5.77
SEWER MANHOLERIM: 6.09INV: 0.79
ELECTRICMANHOLERIM: 6.47
T.V. MANHOLERIM: 7.26
TELEPHONEMANHOLERIM: 6.53
SEWER MANHOLERIM: 6.58
INV IN (CB): 1.14
INV IN (SMH): -1.02INV IN: -0.42
INV OUT: -1.27
MANHOLERIM: 6.69
T.V. MANHOLERIM: 6.53
ELECTRICMANHOLERIM: 6.00
HANDHOLE
LIGHTPOST
MANHOLE
RIM: 4.78
DRAIN MANHOLERIM: 5.23INV: 0.80
SEWER MANHOLERIM: 5.24
INV IN: -3.26
INV OUT: -3.97
12" ST
6" PY
6" PY
6" PY6" PY
6" PY
DRAIN MANHOLERIM: 6.63INV: -0.58
SUMP: -1.0
CATCH
BASIN
RIM: 4 .56
10"
FLOW
F LOW
FLOW
FLOW
ELECTRICMANHOLERIM: 6.15
EXISTING SEWER SERVICEEXACT LOCATIONUNDETERMINED
CS
UTM
CO
RD
T
T
T
E
E
E
E
M
M
D
DD
S
S
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
S
NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THELOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES, SHOWN OR NOTSHOWN ON THIS PLAN, PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BENOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH ANY PROPOSEDCONSTRUCTION AND APPROPRIATE REMEDIAL ACTION BEFORE PROCEEDING WITHANY EXCAVATION WORK.
THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATEAND ARE BASED ON THE FIELD LOCATION OF ALL VISIBLE STRUCTURES SUCH ASCATCH BASINS, MANHOLES, WATER VALVES, ETC. AND COMPILED FROM PLANSSUPPLIED BY VARIOUS UTILITY COMPANIES AND GOVERNMENT AGENCIES.
ALL CONTRACTORS SHOULD NOTIFY, IN WRITING, ALL UTILITY COMPANIES ORAGENCIES PRIOR TO ANY EXCAVATION WORK.
CALL DIGSAFE: 1-800-322-4844
CURRENT OWNER: SEAN CASEY LLC
TITLE REFERENCE: BOOK 51658 PAGE 75
PLAN REFERENCE: L.C.C. 20248A PLAN No. 22 OF 1892 PLAN No. 634 OF 1932 PLAN BOOK 105 PLAN 28 PLAN END OF BOOK 4358
THIS PLAN WAS PREPARED WITHOUT A FULL TITLE EXAMINATION AND IS NOT ACERTIFICATION TO THE TITLE OF THE LANDS SHOWN. THE OWNERSHIP OFABUTTING PROPERTIES IS ACCORDING TO ASSESSORS RECORDS. THIS PLANMAY OR MAY NOT SHOW ALL ENCUMBRANCES WHETHER EXPRESSED, IMPLIEDOR PRESCRIPTIVE.
SURVEYOR'S CERTIFICATION:
TO: BOYES-WATSON ARCHITECTS
I CERTIFY THAT THIS PLAN AND THE SURVEY ON WHICH IT IS BASED WEREMADE IN ACCORDANCE WITH THE GENERALLY ACCEPTABLE PRACTICES OF LANDSURVEYORS IN THE COMMONWEALTH OF MASSACHUSETTS FOR A PLAN ANDSURVEY OF THIS TYPE. THIS CERTIFICATION IS MADE ONLY TO THE ABOVENAMED INDIVIDUAL(S) AND IS NULL AND VOID UPON ANY FURTHERCONVEYANCE OF THIS PLAN.
THE FIELD WORK WAS COMPLETED ON: FEBRUARY 1, 2016DATE OF PLAN: MARCH 8, 2016REVISED DATE: APRIL 21, 2016
RICHARD J. MEDE, JR. P.L.S. DATE:
LEGEND:
19208
1" = 20'
02/02/2016
RJM
KKG
PREPARED FOR:
BOYES-WATSON ARCHITECTS
SHEET 1 OF 1
TOPOGRAPHIC
PLANOF
LAND
907 MAIN
STREET
CAMBRIDGE,
MA.
(MIDDLESEX
COUNTY)
PREPARED BY:
GATE
GATE
0.3' (OVER)
0.8' (OVER)
1 .9'
0 .7'
0.1' ( OVER)
0 .1'
BENCHMARK: X-CUT-HEAD BOLT,HYDRANTELEVATION: 9.48' = (NAVD of 1988)
OVERHANG
OVERHANG
9,436 s.f.± (DEED)9,505 s. f.± (CALC)
METALBOLLARDS
ACUNIT
BRICK WALK
MAG NAILSET
DRILL HOLESET
#20-26CURB
CURB
CURB
FIRE E SCAPE
L
L
CHAIN L INK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
4 STORY - BRICK
883 MAIN STREET
N/F
TPM CSQ C, LLC
BK 1428 PG 143
(PUBLIC - VARIABLE WIDTH)
COLUMBIA STREET
16 COLUMB
IA STREET
N/F
KATHLEEN FENNELL
TRUSTEE
BK 28068 PG 450
(PUBLIC - 70' WIDE)
PARKING
MAIN
STREET
#907-897
EXISTINGBUILDING
134°46'29"
117°42'57"
4 .0'
5.0'
ELECTRIC HANDHOLE
UNDERGROUND COMBINED SEWER/DRAIN LINE
0 20 40
10 30
SCALE: 1" = 20'
UNDERGROUND COMMUNICATION LINE
UNABLE TO MEASURE
CLEAN OUT
ROOF DRAIN
UTILITY POLE
CATCH BASIN
LIGHT POLE
DY
H FIRE HYDRANT
WVWATER VALVE
GV
GAS VALVE
OVERHEAD WIRES
S SEWER MANHOLE
D DRAIN MANHOLE
EXISTING CONTOUR
UNDERGROUND ELECTRIC LINE
UNDERGROUND STEAM LINE
UNDERGROUND WATER LINE
UNDERGROUND GAS LINE
UNDERGROUND SEWER LINE
UNDERGROUND DRAIN LINE
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1" = 40'-0"
9/2
0/2
01
7 2
:57
:10
PM
SP-002
09-05-17
19200
TO
PO
SU
RV
EY
/ S
ITE
PLA
N
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
DN
LC-18
2263 SF
SP-1
HOTEL REST.1252 SF
SP-1
HOTEL
LOBBY
1498 SF
RETAIL
SP-1
EXEMPT
1158 SF
RETAIL
SP-1
EXEMPT
530 SF
SP-1
HOTEL TRASH
267 SF
SP-1
EGRESS
234 SF
SP-1
EGRESS
58 SF
MECH
EXEMPT
1178 SF
SP-1
COM
SERV/MECH
4806 SF
SP-1
HOTEL
SERVICE/MECH
610 SF
SP-1
COM
SERV/MECH
5342 SF
SP-1
HOTEL SP-1
641 SF
SP-2
HOTEL SP-21147 SF
SP-1
HOTEL SP-1
5392 SF
EXIST
HOTEL P-1
640 SF
P-2
HOTEL P-2
1158 SF
P-1
HOTEL P-1659 SF
P-2
HOTEL P-11169 SF
P-1
HOTEL P-2
5326 SF
P-1
HOTEL P-12075 SF
SP-1
BAR
273 SF
SP-1
EGRESS
140 SF
SP-1
EGRESS
308 SF
SP-1
MECH
233 SF
SP-2
DECK
1025 SF
P-2
HOTEL P-2
571 SF
SP-2
EXEMPT
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1" = 30'-0"
9/2
0/2
01
7 2
:57
:40
PM
SP-003
09-05-17
19200
ZO
NIN
G A
RE
A C
ALC
ULA
TIO
N
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
1" = 30'-0"2
1ST FLOOR 1" = 30'-0"
1BASEMENT
1" = 30'-0"3
2ND FLOOR
1" = 30'-0"4
3RD FLOOR 1" = 30'-0"
54TH FLOOR
1" = 30'-0"6
5TH FLOOR
Level GFA Type Area
ROOF LEVEL BAR 2075 SF
ROOF LEVEL EGRESS 273 SF
ROOF LEVEL EGRESS 140 SF
ROOF LEVEL DECK 233 SF
ROOF LEVEL HOTEL P-2 1025 SF
3747 SF
29767 SF
Level GFA Type Area
4TH FLOOR HOTEL P-1 659 SF
4TH FLOOR HOTEL P-2 1169 SF
4TH FLOOR HOTEL P-1 5326 SF
7153 SF
Level GFA Type Area
3RD FLOOR HOTEL P-1 5392 SF
3RD FLOOR HOTEL P-2 640 SF
3RD FLOOR HOTEL P-1 1158 SF
7190 SF
Level GFA Type Area
2ND FLOOR HOTEL SP-1 5342 SF
2ND FLOOR HOTEL SP-2 641 SF
2ND FLOOR HOTEL SP-1 1147 SF
7131 SF
Level GFA Type Area
1ST FLOOR HOTEL REST. 2263 SF
1ST FLOOR HOTEL LOBBY 1252 SF
1ST FLOOR HOTEL TRASH 530 SF
1ST FLOOR EGRESS 267 SF
1ST FLOOR EGRESS 234 SF
4546 SF
DN
1. 5
1. 34
1. 35
1. 36
1. 371. 38
1. 35
1. 27
1. 26
1. 33
1. 25
1. 29
1. 27
1. 26
1. 25
1. 28
1. 39
1. 18 1. 241. 23
1. 22
1. 7
1. 6
1. 8
1. 9
1. 13
1. 14
1. 15
1. 5
1. 6
1. 9
1. 17
1. 16
1. 4
1. 3
1. 2
1. 1
1. 19
BAR
WAITSTATIO N
BAR
24"G
LASS STORAG
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PERLICK
GLASSW
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PKBR24
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HTS12TRA
TS12HSNDH
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24
24
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24
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T S12 H SN
DH C
BBS60
BACK
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PERLICK
D
BBS84
BACK
BAR3DOOR
84"
PERLICK D
D
ICE CHESTDROP-IN
24
DPERLICK 24" SINGLE DOORHC24FS
REQUIRES 1-5/8" CLEARANCEFROM HINGED SIDE OF CABINET WHEN LOCATING UNITIN A CORNER TO ALLOW
ACCESS TO FULL EXTENSIONSHELVES.
TS12TRA
TS24
D24
24
TS12TRA
TS12HSN
D
HC TS24D
24
24
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B ACK
B AR2
DO OR
60 "
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60 "
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24
24
24
DC
DC
COURTYARD
PATTY CHEN'S
TRASH / LAUNDRY
ACCESS
EXISTING PUBLIC
BIKE PARKING6 RACKS - 12 SPACES
EXISTING
STREET TREES
EXISTING
STREET TREES MAIN STREET
CO
LU
MB
IA S
TR
EE
T
HOTEL
LOBBY
HOTEL
RESTAURANT TOSCANINI'S
HOTEL
ENTRY
EXISTING
CURB RAMP
COURTYARD ENTRY RAMP
EXISTING CURB
CUT - T0 BE ABANDONED
LAFAYETTESQUARE
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1" = 30'-0"
9/2
0/2
01
7 2
:57
:44
PM
SP-011
09-05-17
19200
SIT
E P
LA
N
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
1" = 30'-0"1
PROPOSED SITE - SP
U P
U PU P
DN
97
99
103
10496
95
98
105
2
3
4
5
6
7
8
1
1
9
15
16
18
14
17
17
19
24
26
27
25
2829
29
33
34
36
35
35
94 88
86
87
8993 85
55
45
46
44
43
39
37
38
8483
56
58
57
59
57
63
65
64
54
49
49
53
48
47
67
66
6869126123
125124
119
-118
116
117
115
114
113
108
109
107
106
13
75
76
73
74
82
79
78
77
57
90
80
ICE
POT - PAN
STORAGE
RE
FR
IG.
PR
EP
CO
OK
ING
MOP
WALK-IN
COOLER
HOT
WELLS
WALK-IN
FREEZER BEVERAGE
COOLER
DRY
BEVERAGE
STORAGE
IN
ROOM
DINING
CHEF'S
TABLE
HOT
PICK-UP
COLD
PICK-UP
RE
FR
IG.
PR
EP
FRZ'R.
REF
PREP
PREP
REF
DISH
DROP
SCULLERY
DRY
STORAGE
OFFICEIN-ROOM
DINING
BEVERAGE
ICE CHESTDROP-IN
18D
D
24
X6
02
4 X
60
24
X3
62
4 X
48
24
X3
62
4 X
48
24 X36
24
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0
24 X60
24 X60
24 X54
24
X4
82
4 X
42
24
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62
4 X
48
24 X60
C
24
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8
OPTION
AL
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CONTRO
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D
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DD
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24 X54
24 X54
24 X42
24 X48
24 X54
24 X48
24 X48
24
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GG
G
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bus
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0'
GG
G
GG
G
GG
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GG
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18
X4
81
8 X
48
KITCHEN
MECH
MACH
COR B
GAS METER
ELECTRICAL
EMPOYEE BREAK
RR
SH
PATTI CHEN'S PREP
/ STOR
SAN SUMP
HR OFFICE
UNEXCAVATED
TOSCANINI'SSTAIR 2
COR D
KITCHEN
STOR
GM OFFICE
GEN OFFICE
KITCHEN
SPRINK
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1/16" = 1'-0"
9/2
0/2
01
7 2
:57
:47
PM
SP-101
09-05-17
19200
BA
SE
ME
NT
LE
VE
L P
LA
N
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
1/16" = 1'-0"1
BASEMENT PLAN
DN
DNDN
DNDN
U P
U P
DNDN
U P
Type Catalog
1.5
1.34
1.35
1.36
1.371.38
1.35
1.27
1.26
1.33
1.25
1.29
1.27
1.26
1.25
1.28
1.39
1.18 1.241.231.22
1.7
1.6
1.8
1.9
1.13
1.14
1.15
1.5
1.6
1.9
1.17
1.16
1.4
1.3
1.2
1.1
1.19
BAR
WAIT
STATION
BAR
24"
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SS ST
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GE D
24
PERLICK
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HC
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IC
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HESTD
24
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EXTRA
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IC
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24
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TS12TR A
TS12H SN
D
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BBS60
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PERLICK
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BACK
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84"
PERLICK
DD
ICE CHESTDROP-IN
24
DPERLICK 24" SINGLE DOORHC24FS
REQUIRES 1-5/8" CLEARANCE
FROM HINGED SIDE OFCABINET WHEN LOCATING UNIT
SHELVES.
TS12TR
A
TS24
D24
24
TS12TR
A
TS12H
SN
D
HC
TS24
D24
24
BBS60
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OR
60"
PER LIC
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BBS60BACKBAR2
DOOR
60"
PER LIC
K
D
D
18 EQUIPMEN
T STAND
ICE
CHEST
30
D
30
30
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CHEST
30
D
30
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G LED O
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C2 4FS
R EQ U IR
ES 1-5 / 8
" CLEA R AN C
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F RO M H
IN G ED SI
DE OF
CAB IN E
T W HEN LO
C ATING UN
IT
I N A C OR
NER T O
ALL OW
A CC ESS
T O FULL
E XT ENS IO NS H
E LV E S.
TSD18
DTSF18POS
CAB.
TS24
D
24
24
24
D C
DC
R.R.
R.R
104
8.3
%
PRIVATE DINING
ROOM
103
BAR / DINING
102
COM. TEN.
106
TRASH / LAUNDRY
107
COM. TEN.
106
STAIR 2
OFFICE
101A
CL
105
8.1%
HOTEL LOBBY
101
BIKE PARKING (2 BIKES EA)
COURTYARD
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1/16" = 1'-0"
9/2
0/2
01
7 2
:57
:53
PM
SP-102
09-05-17
19200
FIR
ST
FL
OO
R P
LA
N
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
1/16" = 1'-0"1
1ST FLOOR PLAN
DN
U P
DN
GUEST
2-01
GUEST
2-03GUEST
2-5
GUEST
2-6
GUEST
2-7
GUEST
2-8
GUEST
2-9
GUEST
2-10
GUEST
2-11
GUEST
2-12GUEST
2-14GUEST
2-15
GUEST
2-17-B
GUEST
2-20
GUEST
GUEST
2-17-A
?
?
GUEST
2-13
GUEST
2-21
GUEST
2-22
GUEST
2-18
ELEC
HKP
HKP
GUEST
2-02
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1/16" = 1'-0"
9/2
0/2
01
7 2
:58
:04
PM
SP-103
09-05-17
19200
SE
CO
ND
FLO
OR
PLA
N
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
1/16" = 1'-0"1
2ND FLOOR PLAN
DNU P
U P
DNU P
GUEST
3-01
GUEST
3-20
GUEST
3-19
GUEST
3-18
GUEST
3-17
MECH
GUEST
3-21
GUEST
3-22
GUEST
3-03 GUEST
3-04
GUEST
3-05GUEST
3-06
GUEST
3-07GUEST
3-08
GUEST
3-09
GUEST
3-10
GUEST
3-11GUEST
3-12GUEST
3-13
GUEST
3-14
GUEST
3-15
GUEST
3-16
GUEST
3-02
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1/16" = 1'-0"
9/2
0/2
01
7 2
:58
:15
PM
SP-104
09-05-17
19200
TH
IRD
FLO
OR
PLA
N
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
1/16" = 1'-0"1
3RD FLOOR PLAN
DNU P
DNU P
U P
GUEST
4-01
GUEST
4-03
GUEST
4-04 GUEST
4-05
GUEST
4-06
GUEST
4-10
GUEST
4-11GUEST
4-12GUEST
4-14GUEST
4-15
GUEST
4-18
GUEST
4-19
GUEST
4-17
M
GUEST
4-21
GUEST
4-20
GUEST
4-07
GUEST
4-08
GUEST
4-13
GUEST
4-22
GUEST
4-09ST.
4-02
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1/16" = 1'-0"
9/2
0/2
01
7 2
:58
:25
PM
SP-105
09-05-17
19200
FO
UR
TH
FLO
OR
PLA
N
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
1/16" = 1'-0"1
4TH FLOOR PLAN
DN
-
30
30
PO
SP
OS
5.59 5.65 5.64 5.67 5.63 5.66 5.59 5.585.68 5.63 5.65 5.64
5.69
5.64
5.655.775.76
5.73
5.78
5.78
5.63
5.745.74
5.1
5.2 5.3 5.4
5.5
5.6 5.7 5.8 5.9 5.135.14
5.15
5.16
5.18 5.23
5.19
5.24
5.28
5.27
5.26
5.255.17
5.29
5.33
5.34
5.35
5.36
5.37
5.38
5.39
5.43
5.45
5.47
5.46
5.54
5.48
5.49
5.535.55
5.57
5.56
5.44
5.75
5.30
BAR
ICE
BEVERAGE
SCULLERY
COOKING
DRY
STORAGE
BAG-
N-BOX
MOP
WALK-IN
COOLERCHEF'S
TABLE
DISH
LANDING
DDC
TS12TRA
TS12HSN
D
HC
TS12TRA
TS12HSN
D
HC
ICE CHEST30
D
B B S60B ACKB AR2DOOR
60"
P ER LI CK
D
30
30
24PERLICK
GLASSWASHERPKBR24
D
H
G
21
X4
8
24
X6
0
24
X6
0
24 X48
TS12TRA
TS12HSNDH
C
24"
GLA
SS ST
ORA
GE D
TSD15
D
21 X54
TS30D
30
30
DTS30D
30
30
B B SN72
B ACKB AR3DOOR
72"
P ER LI CK
N AR ROW
DB B S84B ACK
B AR3DOOR
84"
P ER LI CK
D
24
X3
0
D
C
IC
E C
HEST
DROP-IN
24 D
TS30D
30
30
ICE CHEST36
D
ICE CHEST36
D
BOH / KITCHEN
504
STAIR 2
BAR SEATING
502
STAIR 1
RESTROOM
505
BAR
503
EM GEN
BED
BED
LIVING AREA
501
MASTER BATH
CL
DECK SEATING
MECH
BATH
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1/16" = 1'-0"
9/2
0/2
01
7 2
:58
:40
PM
SP-106
09-05-17
19200
FIF
TH
FL
OO
R P
LA
N
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
1/16" = 1'-0"1
5TH FLOOR PLAN
5.18 5.23
5.19
5.24
5.44
SCREENED
MECH YARD
SCREENED
MECH YARD
SCREENED
MECH YARD@ 5TH FLOOR
5TH FLOOR
TERRACE
5TH FLOOR
TERRACE
ROOF ACCESS
ELEVATOR OVERRUNBOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
1/16" = 1'-0"
9/2
0/2
01
7 2
:58
:51
PM
SP-107
09-05-17
19200
RO
OF
PLA
N
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
1/16" = 1'-0"1
PENTHOUSE ROOF
1S T FLOOR0' - 0"
2ND FLOOR12' - 0"
3RD FLOOR23' - 1"
4TH FLOOR34' - 2"
ROOF LE VE L45' - 3"
PE NTHOUS E ROOF58' - 8"
ENTRY FLOOR-2' - 5"
RES T. FLOOR-0' - 6"
5TH FLOOR45' - 9"
EXISTING BRICK BEARINGWALL - CLEAN AND REPOINT
PER SPECIFICATIONEXISTING BRICK BEARINGWALL - CLEAN AND REPOINT
PER SPECIFICATION
EXISTING SLATE ROOFING -CLEAN, REPAIR AND
REPLACE PERSPECIFICATION
EXISTING CHIMNEYSTRUCTURE TO BE
DEMOLISHED AND CAPPEDTO ROOF BEARING LINE.PROVIDE NEW 4" BRICK
VENEER CHIMNEY
42" HIGH STAINLESS CABLERAIL GUARD RAIL / DRINKRAIL PER SPECIFICATION
ALUMINUM CLAD WOODWINDOW PER
SPECIFICATION
EXISTING CHIMNEYSTRUCTURE TO BE
DEMOLISHED AND CAPPEDTO ROOF BEARING LINE.PROVIDE NEW 4" BRICK
VENEER CHIMNEY
COMPOSITE TRIM PERSPECIFCATION
COMPOSITE TRIM PERSPECIFCATION
METAL LOUVRE ACOUSTIC /MECHANICAL SCREEN
COMPOSITE SIDING PERDETAIL / SPEC.
ALUMINUM CLAD WOODWINDOW PER
SPECIFICATIONCOMPOSITE SIDING PER
DETAIL / SPEC.
GRANITE BASE COURSE TOMATCH EXISTING
EXISTING MASONRY LINTEL- REPAIR AND REPLACE AS
REQUIRED
FOLDING DOOR SYSTEM TOMATCH WINDOW SYSTEM
ENTRY DOOR SYSTEM TOMATCH WINDOW SYSTEM
RECESSED COMPOSITEPANEL WITH PERIMETER
MOLDING PER DETAIL
EPDM ROOFING MEMBRANEOVER ROOF FRAMING PER
STRUCTURAL
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
3/32" = 1'-0"
9/2
0/2
01
7 2
:59
:17
PM
SP-201
09-05-17
19200
BU
ILD
ING
ELE
VA
TIO
NS
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
3/32" = 1'-0"1
FRONT ELEVATION - MAIN STREET -SP
2ND FLOOR12' - 0"
3RD FLOOR23' - 1"
4TH FLOOR34' - 2"
ROOF LE VE L45' - 3"
PE NTHOUS E ROOF58' - 8"
ENTRY FLOOR-2' - 5"
ADDIT ION E NTRY LEV EL6' - 4"
RES T. FLOOR-0' - 6"
5TH FLOOR45' - 9"
42" HIGH STAINLESS CABLERAIL GUARD RAIL / DRINKRAIL PER SPECIFICATION
EXISTING CHIMNEYSTRUCTURE TO BE
DEMOLISHED AND CAPPEDTO ROOF BEARING LINE.PROVIDE NEW 4" BRICK
VENEER CHIMNEY
EXISTING MASONRY LINTEL- REPAIR AND REPLACE AS
REQUIRED
ENTRY DOOR SYSTEM TOMATCH WINDOW SYSTEM
NEW BRICK VENEER PIERPER SPEC. WALL TYPE.
ALUMINUM CLAD WOODSLIDING DOOR
METAL COMPOSITE PANELRAIN SCREEN SYSTEMOVER SELF ADHERING
WEATHER BARIER OVER 5/8"TYPE X GYP. SHEATHING.
NEW MASONRY LINTEL TOMATCH EXISTING
NEW MASONRY SILL TOMATCH EXISTING
METAL PANEL / MARQUISPER DETAIL
GRANITE BASE COURSE TOMATCH EXISTING
GRANITE BASE COURSE TOMATCH EXISTING
METAL COMPOSITE PANELRAIN SCREEN SYSTEMOVER SELF ADHERING
WEATHER BARIER OVER 5/8"TYPE X GYP. SHEATHING.
COMPOSITE SIDING PERDETAIL / SPEC.
NEW BRICK VENEER PIERPER SPEC. WALL TYPE.
ALUMINUM CLAD WOODWINDOW PER
SPECIFICATION
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
3/32" = 1'-0"
9/2
0/2
01
7 2
:59
:48
PM
SP-202
09-05-17
19200
BU
ILD
ING
ELE
VA
TIO
NS
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
3/32" = 1'-0"1
FRONT ELEVATION - COLUMBIA STREET -SP
1S T FLOOR0' - 0"
2ND FLOOR12' - 0"
3RD FLOOR23' - 1"
4TH FLOOR34' - 2"
ROOF LE VE L45' - 3"
PE NTHOUS E ROOF58' - 8"
ENTRY FLOOR-2' - 5"
RES T. FLOOR-0' - 6"
5TH FLOOR45' - 9"
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
3/32" = 1'-0"
9/2
0/2
01
7 3
:00
:29
PM
SP-203
09-05-17
19200
BU
ILD
ING
ELE
VA
TIO
NS
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
3/32" = 1'-0"1
REAR ELEVATION - COLUMBIA STREET -SP 3/32" = 1'-0"
2REAR ELEVATION - MAIN STREET -SP
1S T FLOOR0' - 0"
2ND FLOOR12' - 0"
3RD FLOOR23' - 1"
4TH FLOOR34' - 2"
ROOF LE VE L45' - 3"
PE NTHOUS E ROOF58' - 8"
ENTRY FLOOR-2' - 5"
RES T. FLOOR-0' - 6"
5TH FLOOR45' - 9"
2ND FLOOR12' - 0"
3RD FLOOR23' - 1"
4TH FLOOR34' - 2"
ROOF LE VE L45' - 3"
PE NTHOUS E ROOF58' - 8"
ADDIT ION E NTRY LEV EL6' - 4"
BOYES-WATSON
ARCHITECTS
phone: (617) 629.8200fax: (617) 629.8201
thirty bow streetsomerville, ma
02143
sheet no.
scale
job number
title
pro
ject
client
date issued
SPECIAL PERMIT AMENDMENT
3/32" = 1'-0"
9/2
0/2
01
7 3
:01
:05
PM
SP-204
09-05-17
19200
BU
ILD
ING
ELE
VA
TIO
NS
907 M
AIN
ST
RE
ET
SEAN CASEYLLC
3/32" = 1'-0"1
RIGHT SIDE ELEVATION - MAIN STREET -SP 3/32" = 1'-0"
2LEFT SIDE ELEVATION - COLUMBIA STREET -SP
SheetsSP-000 - SPECIAL PERMIT SUBMITALSP-001 - ASSESSORS MAPSP-002 - TOPO SURVEY / SITE PLANSP-003 - ZONING AREA CALCULATIONSP-011 - SITE PLANSP-101 - BASEMENT LEVEL PLANSP-102 - FIRST FLOOR PLANSP-103 - SECOND FLOOR PLANSP-104 - THIRD FLOOR PLANSP-105 - FOURTH FLOOR PLANSP-106 - FIFTH FLOOR PLANSP-107 - ROOF PLANSP-201 - BUILDING ELEVATIONSSP-202 - BUILDING ELEVATIONSSP-203 - BUILDING ELEVATIONSSP-204 - BUILDING ELEVATIONS
