535 Albany Street | 405Boston, Massachusetts 02118617.422.0090 | T617.422.0094 | Frodearchitects.com
STRUCTURALTLH CONSULTING, LLC505 Middlesex Turnpike, #14Billerica, MA 01821978.362.1804tlhstructuralconsulting.com
OWNERNOOKIE & SONS25 Hubbard Ave #2Cambridge, MA 02140
11/30/2017
PERMIT SUBMISSION
197 ELM STREETSOMERVILLE, MA 02144
REVIVAL CAFE
THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE WORK PRIOR TO STARTING CONSTRUCTION. SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES OR UNIDENTIFIED CONDITIONS TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK.
ANY DAMAGE TO EXISTING CONDITIONS IN THE EXECUTION OF THE WORK IN THIS CONTRACT SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT.
THE PURPOSE OF THESE DRAWINGS IS FOR THE CONTRACTOR TO INCLUDE ALL LABOR, MATERIALS, AND SERVICES REQUIRED FOR THE COMPLETION OF ALL WORK SHOWN OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY SHOWN IN THE DOCUMENTS.
DO NOT SCALE THE DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
DIMENSIONS, DETAILS, NOTES AND SYMBOLS THAT APPLY TO ONE UNIT, APPLY TO ALL UNITS IN LIKE SITUATIONS, U.N.O.
UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED OR OTHERWISE MODIFIED WITHOUT THE PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD.
THE CONTRACTOR SHALL NOTIFY THE BUILDING OWNER FIVE WORKING DAYS PRIOR TO ANY UTILITY BEING SHUT DOWN FOR CONSTRUCTION WORK.
INSTALLATION SHALL FOLLOW THE MANUFACTURER'S PUBLISHED SPECIFICATIONS AND/OR TRADE STANDARDS IN ADDITION TO MEETING OR EXCEEDING THE DESIGN STANDARDS.
ALL DIMENSIONS ARE TO FACE OF STUD / FACE OF WALL OR CENTERLINE OF COLUMN UNLESS NOTED OTHERWISE.
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE DOCUMENTS PRIOR TO PROCEEDING WITH ANY WORK INVOLVED.
CONTRACTOR SHALL APPLY AND PAY FOR ANY REQUIRED PERMITS FOR WORK PERFORMED.
ALL WORK IS NEW UNLESS OTHERWISE NOTED. REVIEW EXISTING DRAWINGS TO DETERMINE WHAT SELECTIVE DEMOLITION MUST TAKE PLACE IN ORDER TO INSTALL NEW WORK.
"REMOVE" MEANS TO REMOVE AND DISPOSE OF IN A LEGALLY APPROPRIATE DUMPSITE OR TO RECYCLE AT AN APPROPRIATE FACILITY.
"REPLACE" MEANS TO REMOVE EXISTING AND INSTALL NEW.
"FURNISH" MEANS TO PROVIDE NEW MATERIALS.
INFORMATION MAY NOT BE SHOWN IN TRADITIONAL LOCATIONS WITHIN THE DOCUMENTS. REVIEW ALL DOCUMENTS TO DETERMINE COMPLETE SCOPE OF WORK.
CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL NEW REQUIRED SCOPE.
GENERAL NOTESA AREA; AMPERE; ALCOVE; COMP AIR LINEACT ACOUSTICAL CEILING TILEAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADD ADDENDUMADDL ADDITIONALADJ ADJUSTAFF ABOVE FINISH FLOORAHU AIR HANDLING UNITAL ALUMINIUMALT ALTERNATEANOD ANODIZEDAP ACCESS PANELAPPD APPROVEDAPPROX APPROXIMATEAPT APARTMENTARCH ARCHITECT; ARCHITECTURALATTEN ATTENUATIONAUTH AUTHORIXEDAUTO AUTOMATICAVG AVERAGE
BC BOTTOM OF CURBBDRM BEDROOMBTW BETWEENBIT BITUMINOUSBL BASELINE; BLDG LINE; BLOCKBLDG BUILDINGBM BEAM; BENCHMARKBMT BUTYL MASTIC TAPE SEALANTBO BOTTOM OFBP BASE PLATE; BYPASSBR BEDROOM; BRICK; BRASS; BOILER RMBTU BRISTISH THERMAL UNITS
CAB CABINETCP CARPETCCW COUNTER CLOCKWISECWB CEMENT WALL BOARDCFL COUNTERFLASHINGCG CORNER GUARDCH COAT HOOKCIRC CIRCUMFERENCECJ CONTROL JOINTCL CENTERLINE; CLEARANCE; CLOSETCLG CEILINGCLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCNTR CENTER; COUNTERCOEF COEFFICIENTCOMP COMPOSITION; COMPRESSEDCONC CONCRETECONTR CONTRACTORCOORD COORDINATECOR CORNER; CORRIDORCORR CORRIDOR; CORRUGATEDCPT CARPETCRSK COUNTERSINKCT CERAMIC TILE; CORK TILE
DB DECIBELDEM DEMOLISHDEMO DEMOLITIONDIA DIAMETERDIAG DIAGONALDIAM DIAMETERDIFF DIFFUSERDIM DIMENSIONDISP DISPOSALDN DOWNDP DAMPPROOFINGDS DOWNSPOUT; DOOR SWITCHDTL DETAILDWG DRAWINGDWGS DRAWINGS
EA EACHEJ EXPANSION JOINTEL ELEVATION; ELEVATORELEC ELECTRICELECT ELECTRICALELEV ELEVATION; ELEVATOREM EMERGENCYEQ EQUALEQPT EQUIPMENTEXIST EXISTINGEXP EXPANSION; EXPOSED
FA FIRE ALARM FCU FAN COIL UNIT FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FO FACE OF
GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GWB GYPSUM WALL BOARD GSF GROSS SQ FT
HC HANDICAPPED HDWD HARDWOOD HDWR HARDWARE HM HOLLOW METAL HP HIGH POINT HVAC HEATING/VENTILATION/AIR CONDITIONING
INCL INCLUDED JAN JANITORJT JOINT
LAM LAMINATE LAV LAVATORY LP LOW POINT
MATL MATERIAL MECH MECHANICAL MEP MECHANICAL/ELECECTRICAL/PLUMBINGMFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MRD MOISTURE RESISTANT DRYWALLMTD MOUNTED MTL METAL
N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALENSF NET SQ FT
OC ON CENTEROH OPPOSITE HAND PERP PERPENDICULAR PLAM PLASTIC LAMINATEPLYWD PLYWOOD PTD PAINTED
RD ROOF DRAINREF REFERENCEREQD REQUIREDREV REVISIONRM ROOM RO ROUGH OPENING
S SOUTHSD SMOKE DETECTORSIM SIMILARSQ FT SQUARE FOOTSS STAINLESS STEELSTL STEELSTORE STORAGESTRUC STRUCTURESYS SYSTEM
TBR TO BE REMOVEDTEL TELEPHONETO TOP OFTOD TOP OF DECK TOS TOP OF STEELTYP TYPICAL
UL UNDERWRITERS LABORATORIESUON/UNO UNLESS OTHERWISE NOTED
VB VAPOR BARRIERVCT VINYL COMPOSITION TILEVERT VERTICALVIF VERIFY IN FIELD
W WESTW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWID WIDTHWP WORKING POINT
ABBREVIATIONS
Room name
101150 SF
A1011
SIM
0
A101
1
1
1
1
?
1i
1 View Name1/8" = 1'-0"
View Name1/8" = 1'-0"
ROOM NAME AND NUMBER
DETAIL / PLAN CALLOUT
DETAIL / PLAN SECTION DETAIL
A101
1
Ref
1Ref
1 Ref
1
Ref
EXIT SYMBOL
STRUCTURAL GRID
INTERIOR ELEVATION
EXTERIOR ELEVATION
SECTION
SECTION DETAIL
EQUIPMENT TAG
KEYNOTE TAG
LIGHT FIXTURE TAG
VIEW TITLE
LEGEND / KEY TITLE
101 DOOR TAG
1i WALL TAG
EXISTING TO REMAIN
NEW CONSTRUCTION
EXISTING TO DEMOLISH
A1011
SIM
1A101
SIM
1A101
SIM
SYMBOLS LEGEND
SCALE:
DATE:
PROJECT:
535 Albany Street | 405Boston, MA 02118617.422.0090 | T617.422.0094 | Frodearchitects.com
Design Team
STRUCTURALTLH CONSULTING, LLC505 Middlesex Turnpike, #14Billerica, MA 01821978.362.1804tlhstructuralconsulting.com
25 Hubbard Ave #2Cambridge, MA 02140
As indicated
11/3
0/20
17 1
:59:
26 P
M
GENERAL NOTES
1629
REVIVAL CAFE
NOV 30, 2017
NOOKIE & SONS
G-001
PERMIT SUBMISSION
197 ELM STREETSOMERVILLE, MA 02144
DRAWING LIST### NAME ISSUANCE
GENERALG-001 GENERAL NOTES 11/30/2017G-002 ZONING & BUILDING CODE ANALYSIS 11/30/2017ARCHITECTURALA-010 SITE PLAN 11/30/2017A-100 BASEMENT PLAN & RCP 11/30/2017A-101 LEVEL 1 PLAN & RCP 11/30/2017A-200 EXTERIOR ELEVATIONS 11/30/2017A-300 BUILDING SECTIONS 11/30/2017
No. Description Date
UP
SD
DASHED BOX INDICATES SPECIAL PERMIT LIKELY REQUIRED
197 ELM STREET - NEIGHBORHOOD BUSINESS (NB) DISTRICT
LOT SIZE
ZONING
Frontage (ft)
NONE
SETBACKS (ft)FRONT SIDEREAR
NONE NONE12875 SF / UNIT 2.0
FAR HEIGHT (stories / ft)
3 / 40
BUILDING MASSING
- -
USE REGULATIONS
RESTAURANT WITH OUTDOOR OPERATIONS (SECTION 7.11 - USE 10.1.2.a)
DIMENSIONAL REGULATIONS
(1)
PROPOSED
SPECIAL PERMIT
FOOTNOTES(1)(2)
Foot note 1Rear Yard for Lots abutting Residential District (section 8.6 footnote 12)
- - - -1.3(5,232 GSF)
3 / 23
PARKING
Req'd = 21 SPACES(2273 GSF Restaurant)
Prop'd = 0 SPACES
Existing = approx 4090 sfProposed = no change
Area (sf) Coverage (%)
80
approx 55 %
Landscaped Area (%)
10
10% min(no change)
(2)
LOADING
Resid.: 0 baysRest. < 4,000SF: 0 bays
0
Restaurant:1 / 110 GSF
2.25'(no change:existing non-conforming)
CPT: 29.2'EATD: 67.2'
MECH / ELEC
004
682 SF
STORAGE
001
91 SF
OFFICE
002
MECH
003
STAIR
S02
STAIR
S01
WALK-IN
BASEMENT OCCUPANCY:768 SF
OCCUPANCY INCLUDED IN STAFF #'S, SEE LEVEL 1 FEC
2
1
3
CPT: 30.7'EATD 44.3'
EGRE
SS TO
ELM
STR
EET (
PUBL
IC W
AY)
ELM STREET
EGRESS TO ELM STREET
(PUBLIC WAY)
CPT: 10.11'EATD 27.6'
3' -
0"
3' -
0"2'
- 2
1/8"
389 SF
DINING
10
166 SF
BAR
11
109 SF
FOOD PREP
13
BACK HALL
14
STAIR
S11
FEC
LEVEL 1 OCCUPANCY:PATRONS: INTERIOR: 29 SEATS EXTERIOR: 26 SEATSSTAFF: 5
TOTAL OCC: 30 OCC
THE FOLLOWING FIRE PROTECTION SYSTEMS ARE CURRENTLY PROVIDED:
1. AUTOMATIC SPRINKLER SYSTEM2. FIRE ALARM SYSTEM3. FIRE EXTINGUISHERS
- ALL ALARM NOTIFICATION COMPONENTS TO BE CONNECTED TO INDICATOR AND TAMPER SWITCHES.- ALL ALARM AND NOTIFICATION SYSTEM DRAWINGS TO BE DESIGN BUILD AND SUBMITTED VIA SEPARATE PERMIT. LOCATIONS SHOWN ONLY FOR INFORMATION.
PRIMARY EGRESS PATH
FACP FIRE ALARM CONTROL PANEL
PULL STATION
AUDIBLE / VISUAL DEVICE
VISUAL DEVICE
EMERGENCY LIGHT, WITH BATTERY BACKUP
HEAT / SMOKE / CO2 ALARMS PER 907.2.8.3
MEANS OF EGRESS LIGHTING PER 1006.00
EXIT
FIRE ALARM GENERAL REQUIREMENTS
SECONDARY EGRESS PATH
REMOTE LOCATION
EGRESS ROUTE (36" WIDTH U.N.O.)
LIFE SAFETY LEGEND
(CPT
)
CO
MM
ON
PAT
HO
F TR
AVEL
#
(EAT
D)
EXIT
AC
CES
STR
AVEL
DIS
TAN
CE
OCCUPANT LOAD###
EGRESS CALCULATIONS & OCCUPANCY LOADS
OCCUPANCY ## OCCUPANTSRESTAURANT STAFF 5
PATRONS 29
TOTAL INTERIOR 34 OCC
EXTERIOR SEATING 26
RESTAURANT TOTAL 60 OCC
RESTROOM FIXTURE CALCULATIONS
PROPOSED OCCUPANCY # OCC 248 CMR CLASSIFICATION
RESTAURANT 60 A-2
REQ'D PER 248 CMR: # TOILETS # SINKSMEN @ 1 : 60 = 0.5 @ 1 : 200 = 0.15WOMEN @ 1 : 30 = 1 .0 @ 1 : 200 = 0.15
PROVIDED: # TOILETS # SINKSMEN 1* 1WOMEN 1* 1
FIXTURE CALCULATIONS
* EACH OF TWO UNISEX RESTROOMS ATTRIBUTED ONCE TO "PROVIDED" FIXTURE COUNTS** ONE ACCESSIBLE RESTROOM IS ACCEPTABLE PER A PRELIMINARY DISCUSSION WITH THE PLUMBING INSPECTOR
EGRESS COMPONENTS EXIT CAPACITY
BUILDING EXITS
SIZE CAPACITY OCC SERVEDEXIT 1 36" DOOR 170 20EXIT 2 36" DOOR 170 12EXIT 3 36" DOOR 170 2
SIZE CAPACITY OCC SERVEDSTAIR 01 44" STAIR 146 3STAIR 02 34" DOOR 170 2
44" STAIR 146 2
EGRESS COMPONENTS
FEC FIRE EXTINGUISHER
BUILDING CODE SUMMARY
PROJECT ADDRESS:197 ELM STREETSOMERVILLE, MA 02144
DESCRIPTION:THE PROJECT IS COMPRISED OF THE INTERIOR RENOVATION OF THE EXISTING RETAIL / RESTAURANT TENANT SPACE ON THE FIRST LEVEL (GRADE) + BASEMENT LEVEL, FOR USE BY A NEW RESTAURANT TENANT. THE EXISTING RESIDENTIAL UNIT ON THE SECOND LEVEL WILL REMAIN, AND IS NOT PART OF THIS PROJECT SCOPE.
USING THE WORK AREA METHOD FOR RENOVATIONS TO EXISTING BUILDINGS (IEBC), THIS IS A "LEVEL 3" PROJECT.
APPLICABLE CODES:780 CMR - MA BUILDING CODE, 8TH ED.
(2009 IBC, AMENDED; 2009 IEBC, AMENDED)2009 IECC ENERGY CODE2009 INTERNATIONAL MECHANICAL CODE248 CMR - MA UNIFORM PLUMBING CODE527 CMR - MA FIRE PREVENTION REGULATIONS521 CMR - MA ARCHITECTURAL ACCESS BOARD (MAAB) AND THE
AMERICANS WITH DISABILITIES ACT GUIDELINES
OCCUPANCY USE GROUPEXISTING: B A-2 RESTAURANT W/ < 50 OCC
PROPOSED: B A-2 RESTAURANT W/ < 50 OCC
CONSTRUCTION TYPEEXISTING: 5BPROPOSED: 5B (NO CHANGE)
HEIGHT & AREAEXISTING: 2 STORIES, APPROX. 23'PROPOSED: NO CHANGE
MEANS OF EGRESS
NUMBER OF EXITS:REQUIRED PROVIDED
BASEMENT 1 EXITS 2 EXITSLEVEL 1 2 EXITS 2 EXITS
EXIT ACCESS TRAVEL DISTANCE (EATD):MAXIMUM PROVIDED
A-2 250' 106.8'
COMMON PATH OF TRAVEL (CPT):MAXIMUM PROVIDED
A-2 30' 28.9'
TRUE
PLAN
NO
RTH
SCALE:
DATE:
PROJECT:
535 Albany Street | 405Boston, MA 02118617.422.0090 | T617.422.0094 | Frodearchitects.com
Design Team
STRUCTURALTLH CONSULTING, LLC505 Middlesex Turnpike, #14Billerica, MA 01821978.362.1804tlhstructuralconsulting.com
25 Hubbard Ave #2Cambridge, MA 02140
1/8" = 1'-0"
11/3
0/20
17 1
:59:
26 P
M
ZONING & BUILDINGCODE ANALYSIS
1629
REVIVAL CAFE
NOV 30, 2017
NOOKIE & SONS
G-002
PERMIT SUBMISSION
197 ELM STREETSOMERVILLE, MA 02144
BUILDING GSF
LEVEL AREA (GSF) USEBASEMENT 1061 SF RESTAURANT STORAGELEVEL 1 1210 SF RESTAURANTLEVEL 2 814 SF RESIDENTIALTOTAL GSF 3084 SF
1/8" = 1'-0"1 LIFE SAFETY BASEMENT
1/8" = 1'-0"2 LIFE SAFETY LEVEL 1
No. Description Date
195 ELM
199 ELM
197 ELM
RELOCATED CANOPY
NEW DECK AND ACCESSIBLE RAMP
ELM STREET (PUBLIC W
AY)
HATCHED REGIONS: EXTERIOR SEATING AREA,REF A-101 FOR LAYOUT
EXG CURB CUT18' - 10"
10' - 0"
SCALE:
DATE:
PROJECT:
535 Albany Street | 405Boston, MA 02118617.422.0090 | T617.422.0094 | Frodearchitects.com
Design Team
STRUCTURALTLH CONSULTING, LLC505 Middlesex Turnpike, #14Billerica, MA 01821978.362.1804tlhstructuralconsulting.com
25 Hubbard Ave #2Cambridge, MA 02140
1/8" = 1'-0"
11/3
0/20
17 1
:59:
14 P
M
SITE PLAN
1629
REVIVAL CAFE
NOV 30, 2017
NOOKIE & SONS
A-010
PERMIT SUBMISSION
197 ELM STREETSOMERVILLE, MA 02144
1/8" = 1'-0"1 ARCHITECTURAL SITE PLAN
No. Description Date
UP
A-2003
BOILER ROOM +20" AFF
40' -
5"4'
- 0
1/2"
5' -
6"
10' - 4" 13' - 1 3/8"
19' -
5"
4' -
0 1/
2"
1A-300
A-200
4
A-2001
A-200
2
MECH / ELEC
004
STORAGE
001
OFFICE
002
MECH
003
STAIR
S02
STAIR
S01
WALK-INWALK-IN
6' -
1"6'
- 0"
6' -
0"6'
- 0"
6' -
0"4'
- 1"
EQ EQ
PLAN LEGEND• REFER TO• ALL PARTITIONS TO BE
FLOORING LEGEND
LIGHTING FIXTURE TYPES
P1 - PENDANT
R1 - 4" RECESSED CAN
CM1 - CEILING MOUNTED
FT01 - MOSAIC
FT02 - 24"x24" FIELD TILE
VCT01 - 12"x12" VCT - FOOD GRADE
WD01 - WOOD DECK
TRUE
PLAN
NO
RTH
SCALE:
DATE:
PROJECT:
535 Albany Street | 405Boston, MA 02118617.422.0090 | T617.422.0094 | Frodearchitects.com
Design Team
STRUCTURALTLH CONSULTING, LLC505 Middlesex Turnpike, #14Billerica, MA 01821978.362.1804tlhstructuralconsulting.com
25 Hubbard Ave #2Cambridge, MA 02140
1/4" = 1'-0"
11/3
0/20
17 1
:59:
15 P
M
BASEMENT PLAN & RCP
1629
REVIVAL CAFE
NOV 30, 2017
NOOKIE & SONS
A-100
PERMIT SUBMISSION
197 ELM STREETSOMERVILLE, MA 02144
1/4" = 1'-0"1 BASEMENT - NEW WORK PLAN 1/4" = 1'-0"2 BASEMENT REFLECTED CEILING PLAN
No. Description Date
A-2003
9' - 6"
3' - 0" 4' - 0" 2' - 6"
6' -
4 1/
4"
CONDIMENTS /TRASH
PASTRY
POS
COFFEE PICKUP
G&G COOLER
2' -
6"3'
- 4"
2' -
6"18
' - 9"
6' -
0"
4' - 1 1/2" 7' - 6"
19' - 4"23' - 7"
13' -
6 3/
8"
14' -
0 5/
8"
3' - 2 1/4"
18' -
9"
13' - 6"
19' -
4 1/
8"
13' -
0"
10' - 1"
12' - 11 1/2"
10' - 1 1/2"
5' - 11 1/2"
11' - 7"
12' - 0"
10' -
2 7/
8"
5' - 10 3/4"
8' -
6"
8' -
4"
4' - 11"
8' -
4"
8' -
1"
44' -
0 3/
4"
50' -
2 3/
4"
8' - 11"
1A-300
A-200
4
A-2001
A-200
2
D02
60
45
74
76
75
DINING
10
BAR
11
FOOD PREP
13
CORRIDOR
12
BACK HALL
14
WC
15
JAN
16
WC
17
STAIR
S11
A01
1:12
RAM
P
6' -
0"
EQEQ
EQEQ
EQ
EQ EQ EQ EQ EQ
EQEQ
EQEQ
5' - 1 1/2" 5' - 4"
11' - 2"
29' -
10 1
/2"
4' -
0"4'
- 0"
4' -
0"4'
- 0"
2' - 11 1/4"
4' -
6 1/
2"
1' -
4 1/
2"1'
- 7
1/2"
2' - 0" 4' - 6" 4' - 0 1/2" 2' - 5"
1' - 10 7/8"
EQEQ
PLAN LEGEND• REFER TO• ALL PARTITIONS TO BE
FLOORING LEGEND
LIGHTING FIXTURE TYPES
P1 - PENDANT
R1 - 4" RECESSED CAN
CM1 - CEILING MOUNTED
FT01 - MOSAIC
FT02 - 24"x24" FIELD TILE
VCT01 - 12"x12" VCT - FOOD GRADE
WD01 - WOOD DECK
TRUE
PLAN
NO
RTH
SCALE:
DATE:
PROJECT:
535 Albany Street | 405Boston, MA 02118617.422.0090 | T617.422.0094 | Frodearchitects.com
Design Team
STRUCTURALTLH CONSULTING, LLC505 Middlesex Turnpike, #14Billerica, MA 01821978.362.1804tlhstructuralconsulting.com
25 Hubbard Ave #2Cambridge, MA 02140
1/4" = 1'-0"
11/3
0/20
17 1
:59:
18 P
M
LEVEL 1 PLAN & RCP
1629
REVIVAL CAFE
NOV 30, 2017
NOOKIE & SONS
A-101
PERMIT SUBMISSION
197 ELM STREETSOMERVILLE, MA 02144
1/4" = 1'-0"1 LEVEL 1 - NEW WORK PLAN 1/4" = 1'-0"2 LEVEL 1 REFLECTED CEILING PLAN
No. Description Date
LEVEL 10"
LEVEL 213' - 0"
ROOF21' - 6"
BASEMENT-8' - 5"
DRIVEWAY-1' - 6"
REPLACEMENT WINDOWS IN EXISTING OPENING
PATCH & REPAIR FACADE AT REMOVED CANOPY
195 ELM
NEW STOREFRONT IN EXISTING OPENING
NEW BUILDING SIGNAGE AND LIGHTING
LEVEL 10"
LEVEL 213' - 0"
ROOF21' - 6"
BASEMENT-8' - 5"
DRIVEWAY-1' - 6"
RELOCATE AND EXTEND EXISTING CANOPY
NEW DECK, RAMP, AND HANDRAILS
NEW DOORS AND WINDOWS
195 ELM
SCALE:
DATE:
PROJECT:
535 Albany Street | 405Boston, MA 02118617.422.0090 | T617.422.0094 | Frodearchitects.com
Design Team
STRUCTURALTLH CONSULTING, LLC505 Middlesex Turnpike, #14Billerica, MA 01821978.362.1804tlhstructuralconsulting.com
25 Hubbard Ave #2Cambridge, MA 02140
1/8" = 1'-0"
11/3
0/20
17 1
:59:
24 P
M
EXTERIOR ELEVATIONS
1629
REVIVAL CAFE
NOV 30, 2017
NOOKIE & SONS
A-200
PERMIT SUBMISSION
197 ELM STREETSOMERVILLE, MA 02144
1/8" = 1'-0"1 WEST ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION
1/8" = 1'-0"3 EAST ELEVATION 1/8" = 1'-0"4 NORTH ELEVATION
No. Description Date
LEVEL 10"
LEVEL 213' - 0"
ROOF21' - 6"
BASEMENT-8' - 5"
DRIVEWAY-1' - 6"
NOT IN CONTRACT
23' -
0"
SCALE:
DATE:
PROJECT:
535 Albany Street | 405Boston, MA 02118617.422.0090 | T617.422.0094 | Frodearchitects.com
Design Team
STRUCTURALTLH CONSULTING, LLC505 Middlesex Turnpike, #14Billerica, MA 01821978.362.1804tlhstructuralconsulting.com
25 Hubbard Ave #2Cambridge, MA 02140
1/4" = 1'-0"
11/3
0/20
17 1
:59:
24 P
M
BUILDING SECTIONS
1629
REVIVAL CAFE
NOV 30, 2017
NOOKIE & SONS
A-300
PERMIT SUBMISSION
197 ELM STREETSOMERVILLE, MA 02144
1/4" = 1'-0"1 BUILDING SECTION
No. Description Date