8
535 Albany Street | 405 Boston, Massachusetts 02118 617.422.0090 | T 617.422.0094 | F rodearchitects.com STRUCTURAL TLH CONSULTING, LLC 505 Middlesex Turnpike, #14 Billerica, MA 01821 978.362.1804 tlhstructuralconsulting.com OWNER NOOKIE & SONS 25 Hubbard Ave #2 Cambridge, MA 02140 11/30/2017 PERMIT SUBMISSION 197 ELM STREET SOMERVILLE, MA 02144 REVIVAL CAFE

R:r9 - 197 ElmA-DrawingsA2.0-Model197 Elm Ben Set 11-30-17.pdf · 248 cmr - ma uniform plumbing code 527 cmr - ma fire prevention regulations 521 cmr - ma architectural access board

Embed Size (px)

Citation preview

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