TGAS - Cambridge · 4/11/2018 · SHIRU CAFE One Brattle STreet, Cambridge. MA 02138 TGAS 1720 -...

SHIRU CAFEOne Brattle STreet, Cambridge. MA 02138

TGA

S 17

20 -

Shiru

Caf

e - 0

1.05

.18

- Per

mit

TGAS

Cover

G-001Abbreviations, Location Map, Symbols, Materials,Thermal Diagram, & Code Review

G-002 General NotesG-003 Typical Dimensions

AD-101 Demolition Floor PlanAD-102 Demolition Reflected Ceiling Plan

A-101 Proposed Floor Plan

A-102 Proposed Reflected Ceiling Plan

A-103 Furniture & Equipment Plan

A-201 Exterior Elevation & Signage Details

A-301 Building Sections

A-302 Building Sections

A-401 Enlarged Floor Plans

A-402 Interior ElevationsA-403 Interior ElevationsA-501 Typical Details

A-502 Wall Types

A-503 Millwork Details 1

A-504 Millwork Details 2

A-505 Miscellaneous Details

A-601 Door & Finish SchedulesM100 Demolition Plan Mechanical

M101 Renovation Plan Mechanical

M200 Schedule & Details

P101 Renovation Plan Plumbing

P200 Schedule & Details

E100 Symbols and Schedules

E101 Floor Plan Demolition

E201 Floor Plan Lighting

E301 Floor Plan Power

E401 Riser Diagrams

E501 Details

E601 Specifications

E602 Specifications

Permit

M

O

U

N

T

A

U

B

U

R

N

S

T

R

E

E

T

M

I

F

F

L

I

N

P

L

A

C

E

B

R

A

T

T

L

E

S

T

R

E

E

T

B

R

A

T

T

L

E

S

T

R

E

E

T

B

R

A

T

T

L

E

S

Q

U

A

R

E

M

O

U

N

T

A

U

B

U

R

N

S

T

R

E

E

T

As Noted

TGAS

G-001

Abbreviations,Location Map,Symbols, &Materials

ACCBL Accessible

ACT Acoustical Ceiling Tile

AD Area Drain

ADJ Adjustable

ADJCT Adjacent

AFF Above Finish Floor

AGGR Aggregate

ALUM Aluminum

& And

ANOD Anodized

APPROX

Approximately

ARCH Architectural

@ At

BD Board

BITM Bituminous

BLK Black/Block

BLKG Blocking

BM Beam

B.O. Bottom Of

BOT Bottom

BSMT Basement

BYND Beyond

CAB Cabinet

CB Catch Basin

CEM Cement

CER Ceramic

CHNL Channel

C.I. Cast Iron

CIP Cast In Place

C.J. Control Joint

CKG Caulking

CL Closet

CLG Ceiling

CLR Clear

CMU Concrete Masonry Unit

CNTR Counter

C.O. Concrete Opening

C/O Clean Out

COL Column

COMPR Compressible

CONC Concrete

Construction

CONT Continuous

CORR Corridor

CPT Carpet

C.T. Ceramic Tile

CTR Center

℄ Centerline

CTSK Countersunk

CTYD Courtyard

CUH Cabinet Unit Heater

CXN Connection

DBL Double

DEMO Demolish or Demolition

DEPT Department

DET Detail

DF Drinking Fountain

DF HP Handicapped Drinking Fountain

DIA Diameter

Ø Diameter

DIM Dimension

DIR Direction(s)

DISP Dispenser

DN Down

DR Door

DS Downspout

DWG Drawing

DWR Drawer

DWV Drain-Waste-Vent Pipe

E Electrical

EA Each

EBU Emergency Backup

EJ Expansion Joint

EL Elevation

ELASTO Elastomeric

ELEC Electrical

ELEV Elevator or Elevation

EMER Emergency

ENCL Enclosure

E.P. Electric Panelboard

EPDM Ethylene Propylene DieneM-Class

EQ Equal

EQPT Equipment

ETR Existing To Remain

EWC Electric Water Cooler

EXP Expansion

EXTG Existing

EXP JT Expansion Joint

EXT Exterior

FA Fire Alarm

FD Floor Drain or Fire Department

FDC Fire Department Connection

FDN Foundation

FE Fire Extinguisher

FEC Fire Extinguisher Cabinet

FF Finish Floor

FGL Fiberglass

FIN Finish

FIXT Fixture

FLR Floor

FLUOR Fluorescent

F/O Face Of

FP Fire Protection

FRT Fire Retardant Treated

FT Foot or Feet

FURR Furring

FUT Future

GA Gauge

GALV Galvanized

GC General Contractor

GEN General/Generator

GFCIGround Fault Circuit Interrupter(Outlet)

GFIGround Fault Circuit Interrupter(Outlet)

GKT Gasket

GL Glass

GND Ground

GR Grade

GWB Gypsum Wallboard

GYP Gypsum

H High

HB Hose Bib

HC Hollow Core

HD Heavy Duty

HDR Header

HDWD Hardwood

HDWR Hardware

HGR Hanger

HM Hollow Metal

HOR Horizontal

HORIZ Horizontal

HR Hour

HSS Hollow Structural Steel

HT Height

HVACHeating, Ventilating, and AirConditioning

HVY Heavy

HW Hot Water

I/C Insulated Ceiling

ICF Insulated Concrete Form

ID Inside Diameter

ILO In Lieu Of

IN Inch

INCL Incline/Include

INSUL Insulation

INT Interior

IP Iron Pipe

IRGWB Impact Resistant GypsumWallboard

JAN Janitor

JBOX Junction Box

JC Janitor's Closet

JCT Junction

JST Joist

JT Joint

KIT Kitchen

KO Knockout

KPL Kickplate

KWH Kilowatt Hour

L Length/long

LAD Ladder

LAM Laminated

LAT Lateral

LAV Lavatory

LCC Lead Coated Copper

LH Left Hand

LHR Left Hand Reverse

LKR Locker

LT Light

M Mechanical

MAINT Maintenance

MATL Material

MAX Maximum

MECH Mechanical

MED Medium

MEMB Membrane

MET Metal

MFR Manufacturer

MH Manhole

MIN Minimum

MISC Miscellaneous

MO Masonry Opening

MOD Modified

MT Men's Toilet

MTD Mounted

MTL Metal

MUL Mullion

MWK Millwork

NATL Natural

NFA Net Free Area

NIC Not In Contract

NMT Non-Mettalic

NO Number

NOM Nominal

NR Noise Reduction

NRC Noise Reduction Coefficient

NTS Not To Scale

OC On Center

OD Outside Diameter

OFF Office

OHD Overhead Door

OPNG Opening

OPP Opposite

O/S Occupancy Sensor

P Plumbing

PAF Powder Actuated Fastener

P/C Precast Concrete

P CONC Polished Concrete

PERF Perforated

PFN Prefinished

PKG Parking

PL Plate

P LAM Plastic Laminate

PLAS Plastic

PLBG Plumbing

PLYWD Plywood

PR Pair

PRCST Precast Concrete

PSI Pounds per Square Inch

PT Paper Towel

PT Pressure Treated

PTD Painted

PRTN Partition

PVC Polyvinyl Chloride

QT Quarry Tile

QTR Quarter

QTY Quantity

R Rise

RD Roof Drain

REF Reference/Refer To

REFR Refrigerator

RH Right Hand

RHR Right Hand Reverse

REINF Reinforced/Reinforcing

REQ'D Required

RESIL Resilient

RGTR Register

RM Room

RO Rough Opening

RWL Rainwater Leader

S Slope/South/Structural

SAN Sanitary

SC Solid Core

SCHED Schedule/Scheduled

SD Smoke Detector

SECT Section

SHR Shower

SHT Sheet

SHTHG Sheathing

SIM Similar

SPEC Specification

SQ Square

STC Sound Transmission Class

STD Standard

STG Storage

STL Steel

STOR Storage

STRUCT Structural

ST STL Stainless Steel

SUSP Suspended

T Tread

T&B Top and Bottom

T&G Tongue and Groove

TC Top of Curb

T/D Tel/Data

TEL Telephone

TERR Terrazzo

THK Thick

THKNS Thickness

THR Threshold

TO Top Of

TOS Top Of Steel

TP Toilet Paper

TRD Tread

TSTAT Thermostat

TV Television

TW Top of Wall

TYP Typical

UH Unit Heater

UL Underwriters' Laboratories

UNF Unfinished

UNO Unless Noted Otherwise

V Volt

VB Vapor Barrier/Vapor Retarder

VCT Vinyl Composite Tile

VERT Vertical

VEST Vestibule

VIF Verify In Field

VIT Vitreous

VNR Veneer

VOL Volume

V PLAS Veneer Plaster

VTA Valve Train Assembly

VTR Vent Through Roof

W West/Wide/Width/Watt

W/ With

WC Water Closet

WD Wood

WH Water Heater/White

WM Water Meter

W/O Without

WP Waterproof

WSCT Wainscot

WT Weight

WTR Water

WWF Welded Wire Fabric

YD Yard

YR Year

1101

101

SECTION MARK

ELEVATION MARK

INTERIOR ELEVATION

DEMOLITION

BEYOND/HIDDEN

WALL TYPE

EXISTING CONSTRUCTION

FLOOR/WALL DEMO

1A-101

#

D B

C

A

#A-201

DOOR TAG

OVERHEAD

CENTERLINE

INSULATION

CONCRETE

GYPSUM WALL BOARD

HARDWOOD

PLYWOOD

BLOCKING

NEW CONSTRUCTION

WINDOW TAG

DIMENSIONAL LUMBER

A

One Brattle Street, Cambridge, MA 02138

One Brattle Street, Cambridge, MA 02138

Scope of Work

Renovation of a fully sprinkled office space into a separated new use cafe-style restaurant and continued use as a bank. Work includes Interiorrenovations, construction of a demising wall, plumbing, electrical, finishes and fire protection. No work is being done to the thermal envelope or structure.

Applicable CodesBuilding 780 CMR Massachusetts State Building Code 8th EditionFire Prevention 527 CMR Massachusetts Fire Prevention RegulationsEnergy 2015 International Energy Conservation Code, as adopted by 780 CMR

Stretch Energy Code (780 CMR Appendix AA – 2009 IECC / ASHRAE 90.1 2007 as amended)Accessibility Americans with Disabilities Act Standards for Accessible Design, 2010

521 CMR Massachusetts Architectural Access BoardElectrical 527 CMR 12.00 Massachusetts Electrical Code (amended version of 2014 National Electric Code)Mechanical International Mechanical Code, as adopted by 780 CMRPlumbing 248 CMR: Fuel Gas and Plumbing CodeZoning Cambridge Zoning ordinance

OccupancyOccupancy Classification

Group A-2 (assembly - restaurant)Group B (office)

Fire Resistance RatingsBldg Element Rating (hours)

Table 601 (U.N.O.) Int. Non-Bearing Walls 1 (demising wall between A-2 and B occupancies)

Interior FinishesBldg Element Class (Group A-2) Class (Group B)

Table 803.9 Exit enclosures and exit passageways B (w/ sprinklers) B (w/ sprinklers)Corridors B (w/ sprinklers) C (w/ sprinklers)Rooms, enclosed spaces C (w/ sprinklers) C (w/ sprinklers)

Means of EgressOccupant Load:

Table 1004.1.1 Cafe (restaurant) 2415 nsf @ 15 gsf/person = 161 personsBank (business area 2446 gsf @ 200 gsf/person = 13 personsTotal Occupant Load = 174 persons (87 female/87 male)

1005.1 Required Egress CapacityCafe 161 personsBank 13 persons

1015.1/1015.1.1 Required Number of ExitsCafe (>49 occupants) 2 existsBank (<29 occupants) 1 exit

Proposed Exit CapacityCafe Door 1 (34 inches / .2 inches/person) = 170 personsCafe Door 2 (34 inches / .2 inches/person) = 170 personsBank Door 1 (34 inches / .2 inches/person) = 170 persons

Exit Access Travel DistanceTable 1016.1 250' (Group A-2 w/ sprinklers) - 102' actual

300' (Group B w/ sprinklers) - 81' actual.

Fire Protection SystemsSprinkler System (903.2.2)Fire Extinguishers (906.2)Fire Alarm (907.2.2)

Energy Requirements (2015 International Energy Conservation Code, U.N.O.)

Table C405.5.2(1) Interior Lighting Power Allowance 0.90 w/sf for cafeteria

Accessibility Requirements521 CMR : Massachusetts Architectural Access Board regulations: Applicable to portions of the building open to the publicADA Standards for Accessible Design: Applicable as a place of employment

Plumbing Fixture Count for 41 female / 41 male (248 CMR: Fuel Gas and Plumbing Code, U.N.O.)10.10 Table 1 Classification Toilets Toilets Urinals Lavatories Drinking Bath/

Female Male Male each sex fountain ShowerRestaurant (A-2) 1 per 30 1 per 60 50% 1 per 200 N/A OptionalRequired 1.4 .7 0 0.2 each sex 0 0Provided 2 1 0 1 each sex 0 0

Plumbing fixture count remains unchanged for bank with fewer occupants.

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title

01.05.18

Permit

Shiru CafeOne Brattle Street,Cambridge, MA 02138

1720

As Noted

TGAS

G-002

General Notes

It is understood that in these General Notes, and all other written and graphic items thatmake up the Construction Documents, the SHIRU CAFE is heretofore referred to as the“owner.”

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

1. Immediately upon review of these documents, contractor is to provide Requests ForInformation (RFI's) to architect for clarification. If none are received contractor acceptsdocuments as being clear and set for construction.

2. Before preparing a proposal, each contractor shall inspect the site and verify all areasand conditions to determine the exact scope and quantities required to complete thework described in the Contract Documents Drawings & Specifications. All contractorsshall be responsible to have compared the premises, existing conditions and any otherconditions affecting the performance of the work with the Construction Documents andSpecifications. Any conflicts, omissions or discrepancies shall be reported in writing tothe project architect.

3. All new or modified construction shall be in accordance with all applicable codes,ordinances, and regulations of the most recent prevailing building code and allagencies having jurisdiction over the work, including Federal, State, and Localrequirements. In the absence of governing codes, ordinances, rules and regulations,all materials, products and equipment shall be installed in strict accordance withmanufacturer's instructions where no specifications exist.

4. If documents are in conflict with one another on a particular item or items, contractorshall base his proposal on the better quality and more expensive of the items orconditions, and duly note this in delivered price. ALL TRADES ARE RESPONSIBLEFOR PRICING AND COORDINATION OF ALL INFORMATION ON ALL DRAWINGSAND SPECIFICATIONS. Items or equipment specified under one trade shall bebinding as if specified under all applicable trades.

5. This project does NOT require state historic preservation office (SHPO) review.

DIVISION 01 - GENERAL REQUIREMENTS6. All drawings are intended to be printed at full scale on Arch D (24"x36") paper.

7. DO NOT SCALE DRAWINGS. Written dimensions govern. Construction elementlocation dimensions and types, door and window locations shall be as shown onconstruction plans. In case of conflict, notify project architect for written clarificationprior to proceeding with construction. Construction drawings by architect supersedethose of consultants or other design team members.

8. ALL DIMENSIONS SHOWN AS V.I.F. SHALL BE VERIFIED BY THE CONTRACTORIN THE FIELD. Contractor shall notify project architect in writing, of any discrepancy indimensions prior to proceeding with the work in that area.

9. The plus/minus (+/-) symbol indicates a dimension that can vary due to discrepancies inthe existing conditions. Notify project architect of any changes to that dimension, unlessotherwise noted.

10. "Align", when used, indicates that the finished adjacent surfaces must be in the sameplane. Align takes precedence over dimensions.

11. Dimensions are shown from finished face of construction element, unless otherwisenoted. Dimensions marked "clear" or "hold" shall be maintained and shall allow forthickness of finishes. Contractor shall not adjust dimensions without written instructionor approval from the project architect.

12. Requests for substitution will not be permitted on this project, unless otherwise notedby project architect. Approved equal substitutions will be considered only if theyprovide better services, have a more advantageous delivery date, or have a lower priceproviding a credit to the owner and will not sacrifice quality, appearances or function.Under no circumstances will the architect be required to prove that a product proposedfor substitution is or is not of equal quality to the specified product.

13. The contractor shall coordinate their work with owner including, but not limited to,scheduling time, location and methods for deliveries, building facilities, and use ofon-site material staging & storage areas.

14. Contractor is to provide items referred to or implied in the documents in properquantities required to complete work within the allotted time frame.

15. The contract documents, including specific installation details shown on the drawings,establish the minimum installation requirements for the project. If details shown aremore stringent than manufacturer's standard details, in the sole opinion of projectarchitect, the details shown will govern the installation of that portion of the work. Ifmanufacturer's standard details are more stringent than details shown, in the soleopinion of project architect, the manufacturer's details shown will govern the installationof that portion of the work. All manufacturer's requirements in excess of that required

by the contract documents must be provided at no additional cost to owner.

16. All new construction materials shall be provided in accordance with referencestandards and most recent prevailing building code and authorities having jurisdictionover the work. All materials and construction to be incorporated in the work shall be instrict accordance with the latest edition of the Underwriters Laboratory, (UL), AmericanSociety of Testing Materials, (ASTM) as applicable, and to conform with the standardsand recommendations of the various trade institutes (ACI, AWI, AISC, gyp. assoc. etc.)where applicable. All materials incorporated into the work shall be new, and installed ina professional craftsman-like manner.

17. No known hazardous materials shall be used in the bidding or construction of thisproject.

18. The contractor shall provide all labor and material required for a complete and finishedinstallation that is fully warranted/guaranteed by manufacturers. Any details or workrequired, but not shown or specified, are to be provided in accordance withmanufacturer's recommendations and requirements at no additional cost to owner.

19. The contractor is responsible for construction means, methods, techniques, sequencesand procedures, and for the coordination of the work performed by his subcontractors.

20. Contractor shall layout new construction elements for project architect to review fordesign intent. Do not proceed with installation of new work without this review approval.Contractor shall coordinate and verify conditions to ensure proper fit. Review fordesign intent does not release contractor from the responsibility to maintain criticaldimensions and clearances.

21. Contractors shall coordinate placement of blocking, equipment and or steel plates withproject architect for partition mounted millwork and/or partition mounted equipment.

22. The contractor shall not proceed with work for which they expect additionalcompensation beyond the contract amount without written authorization from theowner's contracting official. Failure to obtain such authorization shall invalidate a claimfor extra compensation.

23. The General Contractor shall maintain exits, exit lighting, life safety & fire protectivedevices and alarms (temporary and/or permanent) to conform to local building coderequirements for the entire duration of this project. Exit doors shall be readily operableat all times from the side from which egress is to be made. Legal means of egress, perthe latest edition Mass Building Code, 780 CMR, and any authorities having jurisdictionover the work area, must be maintained from all areas, and adjacent buildings thatremain in use during construction. All building exits shall be kept readily accessible andunobstructed at all times.Illumination of at least 5 foot-candles measured at the floor level shall be maintainedcontinuously in exits and their access facilities, per most recent prevailing buildingcode. Exit signs are to remain on at all times, except for the duration of requiredchanges.

DIVISION 02 - EXISTING CONDITIONS

24. All contractors shall protect all existing site and adjacent existing elements that areindicated to remain or as directed by owner during construction. Any damage resultingfrom work done under this contract shall be promptly replaced by the contractor withthe same type, finish, function, quality and quantity at no additional cost to owner.

25. Work shall not interfere with the operation/function of the existing adjacent facilities.Build temporary walls, dust barriers and/or barricades as required, to totally seal offemployees, the public and the occupants of the site and the adjacent building from thedemolition operations and the new construction, without compromising code or lifesafety required points of egress. Notify project architect of all work prior to beginningoperations.Exit doors shall be readily operable at all times from the side from which egress is to bemade. Doors opening into interior enclosed stair shall not be locked from either sideexcept that doors may be locked to prevent access to the stair from the outdoors at thestreet level.

26. The contractor shall be responsible for adequately bracing and protecting work duringconstruction against damage, breakage, collapse, distortion and/or misalignment inaccordance with applicable codes, standards, and safe construction practices.

27. Any steel which is currently covered in fire proofing, that requires work by ANY trade,shall be re-fire proofed with coatings to meet or exceed the original. Any new steel

requiring fire proofing, shall be coated with appropriate fire proofing material to meet orexceed governing code requirements.

28. Contractor shall verify and be responsible for compatibility of new products with areasof existing construction, scheduled to remain. All existing elements or items that are inconflict with the new construction installation are to be disconnected, removed, andmodified as required and reinstalled to eliminate any conflict. All work must be donewithout interruption to ongoing activities in all surrounding areas. All mechanical andelectrical work must be performed by sub-contractors licensed in the appropriate tradein the state where work is to be performed.

29. Contractor shall repair all construction which is damaged as a result of selectivedemolition and/or new construction. Repairs shall exactly match adjacent materials,finish, colors, and appearance unless otherwise noted.

DIVISION 08 - OPENINGS

30. Where noted to provide and install all new glazing, contractor shall provide settingblocks, spacers and shims as required. Provide heat tempered glass or laminated glassat all new interior construction elements unless otherwise noted and where required bybuilding code. This is typical throughout the construction project.

DIVISION 09 - FINISHES

31. Exposed gypsum board shall have metal trim, as detailed on drawings. In the absenceof a specific detail, architect is to be consulted prior to material being purchased andbrought to the site. Provide corner beads along full length of outside corners andtape-able J beads along ends of gypsum board. Unless otherwise specifically noted,tape joints, provide three coats of spackle and sand all joints smooth to receivedesignated finishes. Partitions shall have a smooth finish condition ready for priming,paint and/or finish material application as specified by finish material manufacturerunless otherwise noted.

32. New gypsum board assemblies adjoining installed construction in the same plane shallbe flush with no visible joints unless otherwise noted.

33. All interior finishes to have smoke and flame spread ratings shall be in accordance withmost recent prevailing building code and authorities having jurisdiction over the work.Interior finishes materials shall be classified in accordance with the surfaceflame-spread rating obtained as prescribed in ASTM E-84 1961 "standard method oftest for surface burning characteristics of building materials" and as prescribed by mostrecent prevailing building code. Patch walls and floors as required to maintain theintegrity of the existing materials fire ratings and to provide a smooth surface forinstallation of new finish materials.

34. Partitions shall rest directly upon the concrete floor/deck construction and extend to theunderside of existing roof or floor structure above with deflection head tracks unlessnoted otherwise. Partitions shall be acoustically insulated for sound isolation unlessnoted otherwise. Partitions are to be fitted and cut to all surrounding surfaces.

35. Where new floor finishes are to be provided, flash patch concrete slab and finishsubstrate if topping is broken or crumbling. Repair and clean to smooth surface beforeinstalling new floor finish, per mfr. specifications.

36. Interior floor finish carpet; where new carpeting or carpet tile is to be provided, it shallcomply, meet, and/or exceed requirements of most recent prevailing building code &authorities having jurisdiction over the work.

DIVISION 26 - ELECTRICAL

37. Contractor to verify compatibility of new and existing electrical appliances, products,owner's equipment, and related items with modified electrical system.

38. Contractor is fully responsible for ensuring electrical systems operate withoutinterruption to owners' ongoing operations.

39. All receptacles are to be installed with grounding elements on bottom of outlets.

521 CMR COMPLIANCE

40. All areas accessible to the public shall comply with the regulations of 521 CMR, the

Massachusetts Architectural Access Board.

MISCELLANEOUS

41. Conduits in fire rated partitions will not exceed ¾” in diameter. Outlets in suchpartitions will be backed up with approved materials, per most recent prevailing buildingcode and authorities having jurisdiction over the work.

42. Provide fire blocking meeting or exceeding most recent prevailing building coderequirements at all penetrations through fire rated construction. Ducts, passing throughrated construction shall be protected by rated self-closing fire and / or smoke devicesor dampers per most recent prevailing building code (typical).

43. Fire blocking: concealed spaces within partitions, walls, floors, ceilings, stairs, furredpipe spaces, column enclosures, etc. shall be fire blocked per most recent prevailingbuilding code (except where concealed space contains a fully automatic sprinklersystem, with localized heads, or is constructed as a fire rated shaft enclosure) asfollows:

non-combustible material that can be shaped as accepted by ASTM E-81 4 "ThroughPenetration Fire Stop System."

Non-combustible fire blocking may be masonry set in mortar, concrete 3/4" mortar orplaster on non-combustible lath, plaster board at least 3/8" thick, sheet metal of at least0.002" thick, solid web metal structural members, 1/4" minimum fireproof cement board ofequivalent materials, mineral, slag, or rockwool when compacted in confined space.

G E N E R A L N O T E S

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title

01.05.18

Permit


1720

7 8

8.1 910

A

9.1

6 6.15

A2

B

B1

B2

A1

C

12'-2

5 8"

7'-414"

12'-8

1 4"

8'-618" 1'-

9"

2'-3 38"

12'-1

3 8"

9'-9 58"

6'-8"

9'-53 4"

834"

3'-2"

13'-11"

15'-6

1 4"

10'-4

"6'-

51 8"

5'-4 78"

9"

5"

1'-4"

0"

6'-718"

2'-11

3 4"

2'-11

1 8"

2'-0"

2'-01 4"

4'-10

1 4"

5'-2"

20'-2

"

31'-1

11 2"

5'-512"51 4"

4'-81 2"

15'-1

3 8"

4'-614"

7'-0"

22'-814"

7'-8"

2'-6"

11'-6"

3'-6"2'-6"

3'-13 8"

13'-1

01 2"

28'-21 2"

10'-4

1 8"

17'-818"

6'-45

8"

20'-112"

4'-338"

2'-6"

5'-2"

6'-71 2"

1'-11 2"

2'-7"

26'-5"

4'-93

8"

13'-11"

15'-434"

3'-0"

5'-0"

111 2"

2'-11

"

4'-5"

8'-6"

3'-812"

5'-0"

11'-10"

wall heater

wall heater

4'-93

8"

10'-0"

NIC - not in contract

Existing to Remain

Remove

Note:

duplex wall mounted power

double duplex wall mounted

Power / Data / AV:

flush flr. mtd. tel/data & doubleduplex outlet

remove glassrailingsby others

remove gwb & light gaugeframing around columns

demolitionby others

remove support partitions@ wheel chair lift

demolitionby others

removepartitionsaroundcolumn

demolitionby others

demolitionby others

demolitionby others

demolitionby others

demolitionby others

demolitionby others

demolitionof glass guardrail by others

demolitionby others

wall heater

remove partitions &structural supports @wheel chair lift

remove flooring & masticdown to face of concretefloor slab by others


remove verticalplatform lift & storefor reuse and prep

for relocation

remove existing fireproofing & prep for newfire proofing, ref: spec




remove portion of built upconcrete floor slab,coordinate withproposed plan

42'-5 78"

remove concrete slab remove paneling and

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

YL

AD-101

Demolition FloorPlan

Print 24x36

Scale: 1/4" = 1'

Demolition Floor Plan1

General Demo Notes:

1. General Contractor shall refer to and comply with all prevailing codes.2. No demolition shall begin until proper protection is in place to ensure the safety of the public, building occupants

and workmen, including temporary fencing as required. The general contractor shall be responsible for providingtemporary barricades and other protection as required to prevent injury to occupants, damage to adjacent spacesand all existing facilities as well as construction areas to be added, and those to remain

3. Provide all items, systems, temporary partitions, temporary ceilings, air exhaust systems, fire protectionadjustments, life safety equipment, paths and signage to egress points, and all related operations to keepoccupants safe and secure at all times. The general contractor is responsible for providing all systems, security,personnel, fire watches, police watches, and other safety related protocol to make certain that occupants, visitors,personnel, construction personnel, are safe, have safe means of egress, and are aware of emergency plansshould there be a need to implement them.

4. All demolition material shall be removed off site by the general contractor and properly disposed of or recycled, atno additional cost to the owner. The contractor shall comply with all applicable laws regarding the removal anddisposal of all materials and equipment.

5. The contractor shall be responsible for:5.1. Locate, identify, shut off, disconnect, and seal off all mechanical, electrical, and plumbing systems serving

area to be demolished.5.2. Disconnect electric power to scope of work area, implement a "make safe" demolition protocol before any

demolition, removals or related work commences.5.3. Install temporary power and lighting on safety circuits as required.

6. Coordinate the cutting off of services with owner and/or building management so as not to interrupt any ongoingservices, life safety, or other items. Test all systems after electrical make safe to confirm necessary existingsystems remain operational.

7. In general, all construction, mechanical, plumbing, fire protection and electrical work which is to be demolishedshall be cut back to the horizontal mains, capped and made safe as required by local conditions, or as directed byowner/building management.

8. The contractor shall be responsible for protecting all people and existing elements against dirt and dust, andproviding negative pressure in work zones with adequate ventilation to appropriate areas that will NOT affect thehealth and safety of occupants, neighbors, or other people. Neighboring existing construction must be cleanedand restored, as necessary, when construction work is finished.

9. The contractor shall temporarily shore the structure as required throughout the demolition phase of work tomaintain a safe and secure site at all times.

10. Prior to bidding, the contractor shall conduct a thorough walk-through to assess and quantify items scheduled tobe removed that are not explicitly shown on the Demo Drawings, including light fixtures and related wiring,plumbing fixtures and related piping, ductwork, gas lines, etc.

11. The contractor shall notify the architect of any variation from the drawings or specification information shown priorto proceeding with the demolition operations.

12. At the completion of the demolition project, the contractor shall leave the site in a neat and orderly condition, clearof all demolition debris, and safe to the general public.

Project Specific Demo Notes:

13. Coordinate removal of miscellaneous electrical items with the work of the E drawings.14. Remove vertical platform lift and protect and store for reuse in new construction.

lighting fixture

2x2 ACT

RCP Legend:

sprinkler head

exit sign

remove air supply diffuser

sound speaker

remove air return grill

fire alarm

lighting fixture

lighting fixture

7 8

8.1 9 10

A

9.1

6 6.15

B1

B2

A1

C

remove 2x2 ACT

remail sofit

XR

XR

XR

XR

gyp soffit ETR. gyp soffit ETR.

existing act ceiling to remain

existing lightingfixtures to remain

gyp soffit ETR.

removal of ceiling and allassociated elements byothers

removal of gwb soffits byothers

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

TGAS

AD-102

DemolitionReflected CeilingPlan

Print 24x36

Scale: 1/4" = 1'

Demolition Reflected Ceiling Plan1

Note:

N.I.C - not in contract

remain wall

new wall

duplex wall mounted power

quadplex wall mounted

Power / Data / AV:

flush flr. mtd. tel/data & doubleduplex outlet

2'-10

"

2A-201

1A-201

Office

106

Cafe

102

Men's Bathroom

105

Women's Bathroom

104

Storage

103

duct

5" fro

m ce

iling

7 8

8.1 9 10

A

9.1

6 6.1

B1

B2

A1

C

13'-1

014"

5'-4"

three-bay sink

dishwasher cleantable

1A-401

100

101

103

105

104

102106

Women"sBathroom

104

Office

106

D B

C

A

3A-403

D B

C

A

2A-404

5

Corridor

107

106

D B

C

A

1A-403

D B

C

A

3A-403

D B

C

A

2A-403

5502

Entrance

100

4A-4032

2

2

1

3

1

4

2A-203

3

1

1

4504

3505

3A-404

D B

C

A

1A-404

D B

C

A

4A-403

3'-2"

13'-1

014"

4'-10

"

1'-0"

align

5'-5 14 "

2

12'-038"

5'-1"

6'-7"

1505

ELEV2'-4"

ELEV0'-0"

D B

C

A

1A-404

Kitchen

101

Cafe

102

D B

C

A

2A-404

2A-401

D B

C

A

1A-404

4A-402

3A-401

actuator

Actuator

1'-33 8"

4A-401

19'-3

"

4'-91 4"

12'-8

1 4"

17'-1

014"

25'-1

13 8"

30'-6

1 2"

7'-412"

trashbin

condiment stationwith trash


UP

4'-21 8"

℄

2'-612"

5'-0"

UP3'-8 5

8"

R3'-8

"3'-8"

5

counter top

DN -7"

130

1

1'-7"

0"

built in woodbench seating

014Elec. Room5

014Webster Bank

6

1

new flooring

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

YL

A-101

Proposed Floor Plan

Print 24x36

Scale: 1/4" = 1'

Proposed Floor Plan1

P1

2'-0"

6'-0"

7'-9"

5'-3"

5'-3"

3'-8" (typ)

3'-1"

3'-4"

1'-3"

T1L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1L1

L1 L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1L1

L1

L1

L1 L1

3'-0" (typ)

2A-201

1A-201

T2

11'-3"

xm

xm

xm

xm

xr

xr

xr

xr

xr

deck height 12'-912"

deck height 10'-912"

v.i.f.

v.i.f.

2'-6"

7 8

8.1 9 10

A

9.1

6 6.1

B1

B2

A1

C

pendant

linear pendant

track head & track

existing recessed linear

2x2 ACT

RCP Legend:

existing 2x2 fixture

3/4" wood slat

2 x 2 fixture

sprinkler head

xr = remove and protect for reinstallationxm = maintain

supply air diffuser

NIC - not in contract

remain wall

new wall

return air grill

5

exit sign

exterior store signage

P1

P1

P1

P1

P1

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2 P2 P2 P2

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

TGAS

A-102

Proposed ReflectedCeiling Plan

Print 24x36

Scale: 1/4" = 1'

Reflected Ceiling Plan1

coffee table

table & benchesboothseating

lounge chair 3 seater sofa

chair

Bar stool

table large table

2'-10

"

2A-201

1A-201

Office

106

Cafe

102

Men's Bathroom

105

Women's Bathroom

104

Storage

103

duct

5" fro

m ce

iling

7 8

8.1 9 10

A

9.1

6 6.1

B1

B2

A1

C

13'-1

014"

5'-4"

three-bay sink

dishwasher cleantable

100

101

103

105

104

102106

Women"sBathroom

104

Office

106

Corridor

107

106

Entrance

100

3'-2"

13'-1

014"

4'-10

"

1'-0"

align

5'-5 14 "

12'-038"

5'-1"

6'-7"

ELEV2'-4"

ELEV0'-0"

Kitchen

101

Cafe

102

actuator

Actuator

1'-33 8"

19'-3

"

4'-91 4"

12'-8

1 4"

17'-1

014"

25'-1

13 8"

30'-6

1 2"

7'-412"

trashbin



UP

4'-21 8"

℄

2'-612"

5'-0"

UP3'-8 5

8"

R3'-8

"3'-8"

5

counter top

DN -7"

1'-7"

0"

built in woodbench seating

014Elec. Room

014Webster Bank

new flooring

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

TGAS

A-103

Furniture Plan

Print 24x36

Scale: 1/4" = 1'

Furniture and Equipment Plan1

Scale: 1/4" = 1'

Furniture Legend1

9'-1"

1'-5"2'-

6"8"

1A-201

ground level0'-0"

second floor

8'-0"3'-0"12'-418"

vertical wood slatsvertical wood slats recessed letteringrecessed lettering

214"

12'-034" 18'-91

8"

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

TGAS

A-201

Exterior Elevations

Print 24x36

Scale: 1/4" = 1'

Partial Building Elevation - Brattle Street2

ylaakso

Rectangle

B.O. wood slats7'-11"

upper cafe level2'-0"

existing beam31.5"(h) x 30"(w)

existing beam19"(h) x 7"(w)

existing heat pump21"(h) x 33"(w) (V.I.F)



8'-2"9'-

21 2" 10'-9

1 2"

9'-61 2"

10'-0

1 2"

6" electrical conduit -9" above existing drop ceiling (V.I.F.)

12'-9

1 2"

8'-9"

8'-2" 9'-

21 2"

9'-61 2" 12

'-91 2"

10'-1

1 2"

10'-0

1 2"




existing beam31.5"(h) x 30"(w)


6" electrical conduit -9" above existing drop ceiling (V.I.F.)

10'-1

1 2"

ground level0'-0"

B.O. deck12'-9 1/2"

ground level0'-0"

upper cafe level2'-0"

bottom of deck12'-9 1/2"

7 8 8.1

9

9

788.1

9'-4"

7'-9"

8'-6"

b.o.

wood

slats

9'-11

"

10'-5

" 8'-9"

existing duct8"(h) x 20"(w)

existing heat pump21"(h) x 33"(w) (V.I.F) existing duct

14"(h) x 32"(w)

spkspkspkspkspk

proposed wood slat ceiling

proposed wood slat ceiling

spkspkspkspkspk




upper cafe seating area

sales counter

7'-11

" b.o.

woo

d slat

s

7'-11

" b.o.

woo

d slat

supper seatingarea

8'-6"

b.o.

wood

slats

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title

1720

Shiru Cafe

One Brattle Square

As Noted

TGAS

A-301

Building Sections

Print 24x36

Scale: 1/4" = 1'

Longitudinal Section2

Scale: 1/4" = 1'

Longitudinal Section1

bakery casecustom built

pos

oven

(2) espressomachines

coffee servers

20 x 16sink

under-counterfreezer

pos

under-counterrefrigerators

provide openingin countertop for kegerator

quartz countertop

D B

C

A

2A-401

D B

C

A

3A-401

Kitchen

100

3'-0"

10'-278"

ice bin

ice maker

upper shelf

17'-3

1 8"

14'-3

5 8"

dualcoffeebrewer

under-counterstoragecabinetry

2'-4"

3'-2"

4'-4"

3'-6"

8

A

coffeegrinder

20 x 16sink

8.1

2'-6"

2'-6"

4'-0"

5503

7503

6503

2504

hinged operablecounter top panel

1504

5'-4"101B

Women"sBathroom

104

4A-403

1503

2'-6 12 "

5'-0"

UP

3'-8"11"

Women"sBathroom

104

11'-0

1 2"

6'-0"

2503

25023-1

0" m

in.

3'-8" min.

toilet paper dispenser

paper towel disp./waste basket

soap dispenser



soapdispenser

toilet paperdispenser

toilet paperdispenser

5'-2"

4"

under mount sink

11"

3'-8"

counter top & cabinet

ptd. bar grate stair

2'-0"

2505

existing concretebuild up floor

steel column ETRedge of existing builtup concrete floor

104

8

actuatorref: E-dwgs

actuatorref: E-dwgs.

1'-8"5'-

7"

3'-2"

6'-7"

4'-6"

hss 4 x 4post, ref: details

2'-0"

relocatedvertical platformlift: Savaria V1504ref: E-dwgs.

2'-6"

6'-7"

4503

Entrance

100

D B

C

A

1A-404

3503

1'-8"

1'-61 2"

4"

12" tempered glass

partition see: detailsx/A-50x

4'-4 12 "

12" tempered all glass

entrance door

counter top& cabinet

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

YL

A-401

Enlarged Plans

Print 24x36

Scale: 1/2" = 1'

Enlarged Kitchen Plan1

Scale: 1/2" = 1'

Enlarged Bathroom & Stair Plan2

Scale: 1/2" = 1'

Enlarged Wheel chair lift Plan3

Scale: 1/2" = 1'

Enlarged Entrance Vestibule Plan4

NOTE:All room signs shall be 6"x6"x1

8".

matte white letters on matteblack background (typ)

grade 2 braille,raised 132" (typ)

st stl flat head screws;countersunk (typ)

58" uppercase century

gothic letters, raised1

32" (typ)

58" uppercase century

gothic letters, raised1

32" (typ)

st stl flat head screws;countersunk (typ)

grade 2 braille,raised 132" (typ)

matte white letters on matteblack background (typ)

NOTE:All room signs shall be 6"x6"x1

8".

Note:1. Follow installation procedures of ANSI/SDI A250.11-2012.

A. Jamb Detail

jamb anchor fastenedw/ (2) #6 screws, oras req'd by mfr (typ)

Z anchor welded to frame& screwed to LGMF

mtl doorframe, sized asscheduled, ptd.

door as scheduled

LGMF wall type asscheduled

B. Header Detail

Note:1. Boxed header size:

@ 3'-0" door: (2) 358" x 20 ga.

@ 6'-0" door: (2) 6" x 20 ga.

header; size varies

header anchor where req'dby doorframe mfr

mtl doorframe, sizedas scheduled, ptd.


extend GWB 12" min. behindframe (typ)

door as scheduleddoor as scheduled

extend GWB 12" min. behindframe (typ)


mtl doorframe, sizedas scheduled, ptd. header anchor where req'd

by doorframe mfr

header; size varies

Note:1. Boxed header size:

@ 3'-0" door: (2) 358" x 20 ga.

@ 6'-0" door: (2) 6" x 20 ga.

B. Header Detail


door as scheduled

mtl doorframe, sized asscheduled, ptd.

Z anchor welded to frame& screwed to LGMF

jamb anchor fastenedw/ (2) #6 screws, oras req'd by mfr (typ)

A. Jamb DetailNote:

1. Follow installation procedures of ANSI/SDI A250.11-2012.

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

TGAS

A-501

Typical Details

Print 24x36

Typical Interior Partition Penetration Details2

3" = 1'-0"

Section Details - Typical Interior PartitionHead to Deck Connection

13" = 1'-0"

3" = 1'-0"

Typical Signage3

Typical HM Door Jamb/Header Detailsin Non-Load Bearing Partition

43" = 1'-0"

ylaakso

Rectangle

478"

Type 1

20 ga. 358" mtl track fasten

as required

3 5 8" mtl. stud wall@ 16" o.c. 20

gauge (typ.)

58" GWB

acoustic sealant

sound attenuationbatt insulation (typ.)

ceiling as scheduled

3 5 8" deflectiontrack fasten todeck as req.

mtl.deckETR.

base as scheduled

providediagonal

bracing as req.


Type 3Type 5 Type 4 Type 2

414"


as required

3 5 8" mtl. stud wall@ 16" o.c. 20

gauge (typ.)

58" GWB

acoustic sealant


mtl.deckETR.


acousticsealant

478"


as required

3 5 8" mtl. stud wall@ 16" o.c. 20

gauge (typ.)

58" GWB

acoustic sealant



mtl.deckETR.

base as scheduled

providediagonal

bracing as req.

20 ga. 358" mtl track

Note:1. Provide water resistant gwb on bathroom side of wall

478"


as required

3 5 8" mtl. stud wall@ 16" o.c. 20gauge (typ.)

58" GWB

acoustic sealant



mtl.deckETR.

base as scheduled

providediagonalbracing as req.


Note:1. Provide water resistant gwb on bathroom side of wall

providesupport angle

6" mtl. floor joists16" o.c.

58"FRT. wd. sheathing

414"


as required

3 5 8" mtl. stud wall@ 16" o.c. 20

gauge (typ.)

acoustic sealant


mtl.deckETR.


58" GWB





existing wall finish

blocking & shim asrequired

GWB soffit 12" tempered glass

transomaluminum track withneoprene gasketfastened to header

5 8" GWB

12" tempered glass

aluminum track withneoprene gasketfastened to conc.slab

Ceiling9' 0"

3-5/8" toptrack fasten

to deck as req.

mtl.deckETR.

t.o. glass8' 6"

3- 58" mtl stud@ 16" o.c. 20gauge(typ)

metal studheader as req.

providediagonal

bracing as req.

soundattenuationinsulation (typ)

acousticsealant

Type 6

ceiling asscheduled

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

YL

A-502

Partition Types

Print 24x36

Scale: 1-1/2" = 1'

Partition Types1

ylaakso

Rectangle

4"2'-

41 2"2'-

10"

1 4"

11 2"

2'-0"

rubber base

full overlay hinges

34" quartz counter top

and back splash

2"

st.stl.trash chute

reveal to matchdoor panel

1'-6"

2'-6"

(trash bin)3

4"

rubber base 212"

cabinet interior,HP-Laminatesurfaces., typ

8"

34" MDF panelw/ hardwood

veneer

tab pull, Mockettdp3A (typ.)

4"2'-

41 2"2'-

10"

1 4"

11 2"

2'-0"

rubber base

full overlay hinges


and back splash


34"

rubber base 212"



veneer


4"stainless stl.

undermount sink

silicone caulkbetween sink flange

& countertop (typ.)

12" tempered glass

wd. blocking as required

base as scheduled

3'-3"

in wall wd.blocking by G.C.

scribe plywd.to floor


aluminum track withneoprene gasketfastened to sill

2-12" mtl studwall @ 16" o.c.20 guage (typ)

4"2'-

41 2"2'-

10"

1 4"

11 2"

1'-8"

rubber base

full overlay hinges


and back splash

2"

st.stl.trash chute


1'-2"

2'-4"

(trash bin) 34"

rubber base 212"


8"


veneer


in wall wd.blocking by G.C.


14" radius on countertop

edges (typ.)

silicone caulk (typ.)1

4" radius on countertopedges (typ.)

58" ptd. gwb

4"

4"2'-

41 2"2'-

10"

1 4"

11 2"

1'-8"

rubber base

full overlay hinges


and back splash

2"

st.stl.trash chute


1'-2"

2'-4"

(trash bin)3

4"

rubber base 212"


8"


veneer



14" radius on countertop

edges (typ.)

silicone caulk (typ.)

4"1" hardwoodveneerplywd.

4"2'-

41 2"2'-

10"

1 4"

11 2"

2'-4"

rubber base

full overlay hinges


and back splash


34"

212"



veneer


4"

stainless stl.undermount sink

silicone caulkbetween sink flange

& countertop (typ.)


1" veneer plywd.paneling, ref: interior

elevations

3'-0"

34" veneer plywd.

paneling, ref: interiorelevations

4"2'-

41 2"2'-

10"

1 4"

11 2"

2'-4"

rubber base

full overlay hinges


and back splash


34"



veneer


4"


1" veneer plywd.paneling, ref: interior

elevations

3'-0"

34" veneer plywd.

paneling, ref: interiorelevations

34" MDF panel

212"

adjustable shelving (typ.)

1'-10

1 4"6"

tab pull (typ.)

aluminum drawer slides (soft close)

solid mapledove tail drawer box

2'-41 2"

2'-10

3 8"11 2"

ceramic tilecove base

hard wood veneer base

scribe to floor


veneer


and back splash

stainless steel shelving

4"

22 gauge stainlesssteel sheet

212"

34" MDF panel w HP

laminate surface

3"solid wood

panel

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

YL

A-503

Millwork Details 1

Print 24x36

Scale: 1-1/2" = 1'

Cabinet & Trash Chute Section Detail1

Scale: 1-1/2" = 1'

Cabinet @ Sink Section Detail2

Scale: 1-1/2" = 1'


Scale: 1-1/2" = 1'


Scale: 1-1/2" = 1'

Kitchen Cabinet @ Sink Section Detail5

Scale: 1-1/2" = 1'

Kitchen Cabinet Section Detail6

Scale: 1-1/2" = 1'

Cafe Front Counter Section Detail7

ylaakso

Rectangle

high density rigidpolystyreneexisting conc. slab

existing conc. slab

7" 1'-0"

3"

#3 @ 12" (typ.)

#3 cont. nosing bar

new concrete slabportion


as required

58" GWB

acoustic sealant


base as scheduled

providesupport angle



6" mtl. cont. rim joist

existing concreteslab

212" mtl. studs @

16" o.c.

fasten cont. rim joistto conrete with concreteanchors as required

new concrete slab portion

#3 @ 12" (typ.)#3 cont. nosing bar

existing wallexisting glazing



6" mtl. cont. rim joist

provide cont.support angle

existing conc.

34" quartz countertop

34" cont. quartz

34" quartz back splash

13 8"11 2"

2"

112"

st. stl. push bar

GWB ptd.

12" tempered glass door

12" tempered glass

12" tempered glass transom

bottom corner pivotpatch

floor mounted door stop

transom side light patchw/Fin fitting as req. sidelite mount

patch as req.

bottom channel

provideside channel

as req.

provideside channel

as req.

patch fitting for overhead and sidelight glass

pivot 110° w/hold open capacity (see spec)

cabinet ref: millwork drawings

12" glass Fin & fitting as req.

provide glasstransomheader

floor concealed closer

elevation - true

elevation - true

quartz countertop

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

YL

A-505

MiscellaneousDetails

Print 24x36

Scale: 1" = 1'- 0"

Stair Section Detail1

Scale: 1-1/2" = 1' - 0"

New Raised Floor Typical Section Detail2

Scale: 1-1/2"= 1'- 0"

Floor & Countertop Section Detail3

Scale: 1-1/2"= 1'- 0"

All Glass Entrance5

ylaakso

Rectangle

2'-41 2"

2'-10

3 8"11 2"

ceramic tilecove base


veneer

4"

212"


and back splash

34" MDF panel w HP

laminate surfacerecessed Ice Bin

freezer

ceramic tilebase


34" MDF panel w HP

laminate surface

34" hard wood veneer

plywd.

1'-4"

7"

shelving.

existing steelcolumn with intumescent

fire resistant coating

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

YL

A-504

Millwork Details 2

Print 24x36

Scale: 1-1/2" = 1'


ylaakso

Rectangle

Finish ScheduleNo. Room Name Floor Base

WallsColor Ceiling CommentsNorth West South East

100 Entrance LVT Flooring Rubber Painted GWB Painted GWB Existing Glass Door Painted GWB T.B.D. Wood Slat See Comment 1 & 2

101 Kitchen Ceramic Tile Rubber Millwork Millwork GWB,painted Millwork T.B.D. Wood Slat See Comment 1 & 2

102 Cafe LVT Flooring Rubber GWB, painted GWB, painted GWB, painted GWB, painted T.B.D. Wood Slat See Comment 1 & 2

103 Storage Room Ceramic Tile Rubber GWB, painted GWB, painted GWB, painted GWB, painted T.B.D. Acoustic Tile See Comment 2

104 Women's Bathroom LVT Flooring Rubber GWB, painted GWB, painted GWB, painted GWB, painted TBD Acoustic Tile See Comment 2

105 Men's Bathroom LVT Flooring Rubber GWB, painted GWB, painted GWB, painted GWB, painted TBD Acoustic Tile See Comment 2

106 Office LVT Flooring Rubber GWB, painted GWB, painted GWB, painted GWB, painted TBD Acoustic Tile See Comment 2

1) Paint metal deck, exposed duct work, electrical conduit, sprinkler piping, gas piping and other exposed elements above Wood Slat ceiling to conceal.2) Paint Structural Steal members with fire resistant intumescent coating.

Door ScheduleNo. Location Width Height Door

Type FinishFrameType Frame Finish Description Hardware

(see spec) Comments

100 Entrance 6'-0" 7'-0" N/A N/A N/A N/A Existing Double Door to Remain X101 Entry Vestibule 3'-0" 7'-0" 1 Glass Frameless N/A All Glass Door 001102 Cafe 102 3'-0" 7'-0" 2 Clear Coat Wood 1 Steel; Painted Hollow Metal Door 002103 Storage 103 3'-0" 7'-0" OH Door Clear Coat Wood 1 Steel; Painted Hollow Metal Door 003104 Bathroom 104 3'-0" 7'-0" OH Door Clear Coat Wood 1 Steel;Painted Hollow Metal Door 004105 Bathroom 105 3'-0" 7'-0" OH Door Clear Coat Wood 1 Steel;Painted Hollow Metal Door 004106 Office 105 3'-0" 7'-0" 2A Clear Coat Wood 1 Steel; Painted Hollow Metal Door 005

Note: 1. Field verify all dimensions and swings. All colors shall be confirmed by Architect prior to ordering. 2. See Spec for door hardware

N

TGAS

Scale

Drawn By

Drawing Number

Date/Issued For

Drawing Title

Project Number

Project Title


1720

As Noted

TGAS

A-601

Finish Schedule &Door Schedule

Print 24x36

Scale: 1/2" = 1'

Finish Schedule1

ylaakso

Rectangle

TGAS - Cambridge · 4/11/2018 · SHIRU CAFE One Brattle STreet, Cambridge. MA 02138 TGAS 1720 -...

Documents

Transcript of TGAS - Cambridge · 4/11/2018 · SHIRU CAFE One Brattle STreet, Cambridge. MA 02138 TGAS 1720 -...