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PAINT STRIPING LEGEND

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36" Hf3H AWM~UM H~QW'I'AL cmlbE

RAIUNG-F-elCl;; SY-ST-EM. COlORTOIESll\iER

---~ ZONIKG ANALYSIS TABLE ; 1 Gf;NEAAL BUSINESS I RET All ALLOWS[} &Y RIGHT

ZONING DISTRICT

ZONE CRITERIA I REQUIRED ---_j~----EX-IS_T_ING ___ ~I_~~~~--P-RO!' _____ --~ 8:45,200 SF ± I NO CHANGE MINIMUM LOT AREA +-

--+--- __ 100FT I 410.32FT ~-- NClCHANGE

MAX. eUILOfNG COVERAGE 33.33!'/o 22,6% I NO CHANGE

10:,000 SF

"" MIN.FRONTSETBACK 15FT 197.10FT± NO CHANGE -- - -~

MIN. SIDE SETBACK 15FT 37.40 FT ± I NO CFJANG£

MIN. REAR sETBACK• 15 FT 1sD.6? FT ± I NO cHANGe ------1 MIN. STBK. TO RES. ZONED LANDI 335FT" 100.67 FT± I NO CHAN-GE ".:_____j

' MA~·- BU-fLD_ING HEIGHT I 3() FT < 30 FT _ __,_____ NO CHANGE J r-ARK~GSPAC~s~--- L- ____ s~_moo_o__ 723 I __ _!__flA -~ I PARKI~ANALYSIS I SEEPAR"'""''"ALYSISTABLES ___ _j

* 20% Of LOT Dt:PTi"l WH:EN A8UTTING RO OR RG ZONED LAND (1675*.20=335') •• EXISTING NON-G-GNFORM!TY

EXISTING PARKING ANALYSIS TABLE ~~-~- TEN~NT GROSS s~lff=r~ ~~) --- ----;;~~~L~~- -~--R~~o-1 ~.Q

120,631 SF ' !RETAIL: 411000 (MlN.) 4.S/1-000 (MAX.) I 133 93 1'0 I MfCHAELS

20 cvs 1v.wosF I 1 .. F-AIL:4tw_~IM-IN~-~·s'1~_(MAX.) 4o ---,;;

fPARTY 19,914 SF ~ETAIL: 411000 (M1N.) 4,5/tOOO (MAX.) 40

CROSSROADS LIQUORI3.300 SF ~ ETAil: 4/1000 (MjN.) 4.5/1000 (MAX.) 13

45

\5

7 ! 7 I 50 DANI DE PARIS 11.630 SF- I -- \RETAIL: 411000 (MIN.}4.5!1000 (MAX.)

I 60 GAMES STOP ;,65tl SF~- ' fR,ETAfl: 411000 (MIN.) 4.5!1000 ~AX.) I 7 ~7 I 70 UNLEA~HED 5,516 SF _ __l__ RETAIL: 4/1000 (MIN.) 4.5/1000 (MAX.) 2~ ---~

so PANERA BREAC 5,365 SF 151 I RESTAURANT: 113 SEATS 50 50 I 9o SLEEPY'S 3,310 SF . RETAIL: 4/WOO (MIN.) 4.5/1000 (MAX.) 13 1 ~5 'l 100 I BROOKLINE BANK 3,310 SF I ! RETAIL: 4/1-0DO {M1N.} 4.5!1000 (MAX.) 13

110 IJENW:_cFWG 12,736SF I ~RETAtl:4/1000(-M~N.}4.5f~OOO(MAX.)I 11 1 12 1

RETAil: 4/1000 (MiN.) 4.5/1-01;18 (MAX.) 120 I MARSHALL'S 2&,552. SF \14 \28

13fl I OUTBACK 7,515 SF """ :STAURANT: 113 SEATS 83 83

140 I AAA 3,795SF ETAIL: 411000 {MIN,) 4.5!1000 (MAX.) i5 i7

t-50 OFF BROADWAY \2S,945Sf i I RETAfL 4/1000(MN.)45/HJOC(MAX.}l 104 ' "17

156 ROCHE~ROTHERS 11·~~5Sf -! ~-L= ~ETAI~:4!100G{MIN,)4,;;0~{MAX.) 179 202 I 1-61J ETHAN ALLEN 12,551 SF IRETA1L 4/1000 (MtN } 4 511000 {MAX) 50 I 56

f--~+-~~ FOOTPRINT 1447 s= I RETAil· 411000 (MIN l 4 sttooo tMAX.) ;,--- -- 2

~-~- ._1:""''"" l _ L ~ , !"-; ~XtSllNG SPACES PROVIDED t 723 --~-· I

PARKING SURPLUS/SHORTAGE ! -125 I . _l --~

''" ' ' '"'"'' ·- """"_..--.._.., __ .,,.,';1 PROPOSED PARKING ANALYSIS TABLE ----ll

~···~~---·

NON-SEASONAL USES:

• "" :lfSEAi'S-TENANT I GROSS SF 1/JN'fER-IOR) PAR·KJNG CALCUlATlONS

Ml'N. ~EQ'D

2G-t55 r------ GROSS RETAIL FLOOR .t>Jii.EP-.f142,893 ~ -~ RETAIL SroRAGE AAEA<1;%)f2~ .434 SF ~~-- STOiV\GE-t/1000- 21

Ntr:T RHAIL FLOOR AREA 1121,4ti9 SF 'AIL: 411000 (MlN.} 4.5/1000 (MA.~ .) "'' I

IM,~30 I RE_STAURANTS r 14.53tl Sf}' 439 !RESTAURANT: 1/3 SEATS ___l_ m I L_ i 10 ! PROPOSED TENANT ~

::~s:~-~-- --~::~~~---~--- IS~~:;6:~-:,~~~·>_4~511~t~2__ t-~- -~ I I MECHAMCAL E ... SF

TOT AI.. 24.-8'54 Sf ' _i ____ _J __________________ _L __ ~

I '11;10 I BUSA Wll\t. -

44 f__ RETAIL USE (1-0,96-1 S~ ______ !RETAI~:4/1000(MfN.)4.511'000_~MAX.)

l STORAGE USE 4,956 SF !STORAGE- iiiODO i 5

L--- IASSEMBL v USE ! 3-,351 SF i 120ASSEMBL Y: 113 SEI'.TS 40

I . MECHANICAL 1944$F t

L_ __1 TOTAL !·~"· .. -c .. _1 I I TOTAL OUTDOOR SEATING 9.8 ~RESTAURANT: 113 SEATS x 50%"

~OTAL PARKING REQUIRED ,. , ~ .,...,...__,..,. ~ • _ ~ S4a

. PROPOSE-D SPACES PROVIDED (INCLUDES i1m'C.0MPAcr SPACES -14~ !or~ PARK~2w· ~ =:: ~ : 7641 PARKING SURPLUS/SHORT AGE• ·81

-~~-

GROSS F-LOOR A-R!Aoo· 202'.4-:89 SF

TOTAL STORAGJ; AR&;:::2R,9413 SF

*SEASONAL OUTDOOR SEATING FACTOR OF 5Qo/o APP-LIED. TO MJNJMAX. REQUfRED SEATING. *• TOTAL PROPOS£-D PAR!<ING DOES NOT INCLUOE THE 5- SPACE$ P~OPOSE1D TO BE UTILtZED BY TEMPORARY CART

CORRALS.

PROPOSED HANDICAP PARKING ANALYSIS TABLE

OF THE TOTAL SPACES ARE TO BE HANE»CAP ACCESSIBLE 18 PROVIDED FOR PARKIN-G LOTS WITH GREATER TI-lf\N 50.0-SPACS_S 2% 178Q x 0.02-=15.6 OR 16 HANOtCAP SPACES REQUIRED

1 IN EVERY ElGHT ACCESSIBLE PARKING SPACES MUST BE A VAN ACCESSIBLE.

1-8 HANEIIC:AP PARKING SPACES I 8=2.25 OR 3 8 PROV!DEO

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MIOOLESEX COUNTY MASSACHUSETTS

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SITE PLAN

SHEET NUMBER:

4-OF 10

1' - 6" 7' - 1 1/2" 3' - 6 1/2" 47' - 10" 1' - 6"

19' -

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6' -

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6' -

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CONCRETE FILLED 6" DIAMETER BOLLARDSANCHORED IN CONCRETE FOOTINGS (THIS

LOCATION WITH ADA SIGN)

PARKING WHEEL STOP

3 1/2" WIDE RAILING SYSTEM(SEE RAILING POST DETAIL #1)

TYPICAL COLUMN - GALV.W6X20 (6" X 6 1/4") WITH 3/4" X6" X 1'-0" CAP PLATE.FOUNDATION - 24" DIA.REINFORCED PIER TO 4'-0"BELOW FINISHED GRADE SEECOLUMN DETAIL #2

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PROJECT NAME

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1/4" = 1'-0"

A2.1

PATIO PLAN &DETAILS

Burlington Crossroads34 Cambridge StreetBurlington, MA 01803

BurlingtonBeer Works

08/17/16

REVISIONS

Date Number

D

DN

UP

Clearances - For

Combustible Surfaces;

For Non - Combustible

Surface - 0"

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TRASH

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SEAL

PROJECT ADDRESS

PROJECT NAME

ISSUED

1/8" = 1'-0"

G0.2

BUILDING CODEDATA, EGRESS &OCCUPANCY PLAN

Burlington Crossroads34 Cambridge StreetBurlington, MA 01803

BurlingtonBeer Works

08/12/16

PROJECT DATA:

USE GROUP: A-2R (ASSEMBLY RESTAURANT)ZONING: GENERAL INDUSTRIALCONSTRUCTION TYPE: TYPE 2BSTORIES: 1 W/ MEZZANINEAREA: 7,515 SQFTFIRE PROTECTION: AUTOMATIC SPRINKLER SYSTEM

BUILDING CODE DATA

APPLICABLE CODESBUILDING AMENDED INTERNATIONAL BUILDING CODE 2009 (780 CMR,

8TH EDITION)MASSACHUSETTS FIRE PREVENTION REGULATIONS 527 CMR10.00MASSACHUSETTS ELECTRICAL CODE 527 CMR 12.00INTERNATIONAL MECAHNICAL CODE 2009 WITH MAAMENDMENTS248 CMR BOARD OF STATE EXAMINERS OF PLUMBING ANDGAS FITTERS (UNIFORM STATE BUILDING CODE)

ACCESSIBILITY MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB)521 CMR AND UNIFORM FEDERAL ACCESS STANDARDS(UFAS)

BUILDING DESCRIPTIONGENERAL 1 STORY W/ MEZZANINE CONTAINING A RESTAURANTENCLOSED AREA TOTAL BUILDING 178,466 SF

TENANT AREA 7,515 SFCODE SUMMARYCHAPTER 3 USE OR OCCUPANCY:

USE GROUPS ASSEMBLY A-2R (RESTAURANT)CHAPTER 4 WORK BEING DONE IS NEW CONSTRUCTIONCHAPTER 6 TYPES OF CONSTRUCTION:

CONSTRUCTION CLASSIFICATION - TYPE 2B

TABLE 602 - FIRE RESISTANCE RATINGS OF STRUCTUREELEMENTS

- NON-LOADBEARING EXTERIOR WALLS - 0 HR (FIRE SEPARATION DISTANCE LESS THEN 5')

- NON-LOADBEARING EXTERIOR WALLS - 0 HR (FIRE SEPARATION DISTANCE BETWEEN 5' AND 10')

- NON-LOADBEARING EXTERIOR WALLS - 0 HR (FIRE SEPARATION DISTANCE GREATER THAN 10')

- INTERIOR LOAD BEARING WALLS, COLUMNS, GIRDERS, TRUSSES

- FLOOR CONSTRUCTION AND BEAMS - 0 HR

- R O O F C O N S T R U C T I O N - 0 H R

CHAPTER 9 FIRE PROTECTION SYSTEMS:BUILDING IS FULLY SPRINKLERED

CHAPTER 10 MEANS OF EGRESS:GROUND FLOOR (A-2R RESTAURANT)- SPACES W/ 2 MEANS OF EGRESS 250' MAX. TRAVEL DIST. W/SPRINK. (IBC 1016)- SPACES W/ 1 MEANS OF EGRESS 75' MAX. TRAVEL DIST.(1014 + 50 MAX. OCC.)

CHAPTER 11 ACCESSIBILITY:ALL PUBLIC ENTRANCES/AREAS ARE DESIGNED TO BEACCESSIBLE TO THE PHYSICALLY HANDICAPPED.

CHAPTER 12 ROOF AND ROOF COVERINGS:ROOF AND ROOF COVERINGS SHALL COMPLY WITH THEREQUIREMENTS OF THIS CHAPTER. GENERALLY COVEREDBY BASE BUILDING

CHAPTER 13 ENERGY CONSERVATION:ENVELOPE - GENERALLY COVERED BY BASE BUILDING.HVAC - SIMPLE SYSTEMS & EQUIPMENT (1305.2)LIGHTING - BUILDING AREA METHOD (1308.6.2.1)

CHAPTER 14 EXTERIOR WALL COVERINGS:EXTERIOR WALL COVERINGS SHALL COMPLY WITH THEREQUIREMENTS OF THIS CHAPTER. GENERALLY COVEREDBY BASE BUILDING

CHAPTER 15 ROOF AND ROOF COVERINGS:ROOF AND ROOF COVERINGS SHALL COMPLY WITH THEREQUIREMENTS OF THIS CHAPTER. GENERALLY COVEREDBY BASE BUILDING

CHAPTER 16 STRUCTURAL LOADS:STRUCTURAL LOADS AND STRUCTURAL LOADCALCULATIONS COMPLY WITH THE REQUIREMENTS OF THISCHAPTER.

CHAPTER 17 STRUCTURAL TESTS AND INSPECTIONS:GENERALLY COVERED BY BASE BUILDING

CHAPTER 18 FOUNDATION AND RETAINING WALLS:GENERALLY COVERED BY BASE BUILDING

CHAPTER 19 CONCRETE:CONCRETE DESIGN AND DETAILS COMPLY WITH THEREQUIREMENTS OF THIS CHAPTER.

CHAPTER 20 LIGHTWEIGHT METALS:LIGHTWEIGHT METALS SHALL COMPLY WITH THEREQUIREMENTS OF THIS CHAPTER.

CHAPTER 21 MASONRY:MASONRY DESIGN COMPLIES WITH THE REQUIREMENTS OFTHIS CHAPTER.

CHAPTRE 22 STEEL:STRUCTURAL STEEL DESIGN COMPLIES WITH THEREQUIREMENTS OF THIS CHAPTER.

CHAPTER 23 WOOD:WOOD BLOCKING SHALL COMPLY WITH THE REQUIREMENTSOF THIS CHAPTER.

CHAPTER 24 GLASS AND GLAZING:GLASS AND GLAZING, INCLUDING REQUIRED TEMPEREDGLAZING, SHALL COMPLY WITH THE REQUIREMENTS OF THISCHAPTER.

CHAPTER 25 GYPSUM BOARD AND PLASTER:GYPSUM BOARD AND PLASTER, SHALL COMPLY WITH THEREQUIREMENTS OF THIS CHAPTER.

CHAPTER 26 PLASTIC:FOAM PLASTIC INSULATION SHALL COMPLY WITH THEREQUIREMENTS OF THIS CHAPTER. NO LIGHTTRANSMITTING PLASTIC IN THIS BUILDING.

CHAPTER 27 ELECTRICAL WIRING, EQUIPMENT AND SYSTEMS:ELECTRICAL WIRING, EQUIPMENT AND SYSTEMS DESIGNCOMPLIES WITH THE REQUIREMENTS OF THIS CHAPTER.

CHAPTER 28 MECHANICAL SYSTEMS:MECHANICAL SYSTEMS DESIGN COMPLIES WITH THEREQUIREMENTS OF THIS CHAPTER.

CHAPTER 29 PLUMBING SYSTEMS:PLUMBING SYSTEMS DESIGN COMPLIES WITH THEREQUIREMENTS OF THIS CHAPTER.

CHAPTER 30 NOT APPLICABLECHAPTER 31 SPECIAL CONSTRUCTION:

SIGNS, CANOPIES AND AWNINGS SHALL COMPLY WITH THEREQUIREMENTS OF THIS CHAPTER.

CHAPTER 32 CONSTRUCTION IN THE PUBLIC RIGHT OF WAY:SIGNS, CANOPIES AND AWNINGS SHALL COMPLY WITH THEREQUIREMENTS OF THIS CHAPTER.

CHAPTER 33 SITEWORK, DEMOLITION AND CONSTRUCTION: GENERALLYCOVERED BY BASE BUILDING

GENERAL NOTESA ALL WORK INCLUDED IN THIS CONTRACT SHALL

CONFORM TO ALL STATE, NATIONAL AND OTHERCODES, REGULATIONS, AND RESTRICTIONS WIHCHAPPLY TO THIS PROJECT, INCLUDING, BUT NOTLIMITED TO: STATE BUILDING CODE AND SANITARYCODE AND THE FEDERAL "AMERICANS WITHDISABILITIES ACT" ADA PL101-336.

B THE GENERAL CONTRACTOR SHALL VERIFY ALLEXISTING CONDITIONS AND DIMENSIONS AND REPORTANY DISCREPANCIES TO THE ARCHITECT. THEGENERAL CONTRACTOR SHALL PROCEED WITH THEWORK ONLY AFTER ALL DISCREPANCIES HAVE BEENRESOLVED BY THE ARCHITECT.

C WORK FROM GIVEN DIMENSIONS AND LARGE SCALEDETAILS ONLY. DO NOT SCALE DRAWINGS.

D BUILDING OR SITE COMPONENTS WHICH AREAFFECTED BY NEW WORK, DEMOLITION OR WHICHMAY BE DAMAGED BY THE GENERAL CONTRACTOROR ANY SUBCONTRACTORS SHALL BE REPLACED ORRESTORED TO ORIGINAL CONDITION AND COLOR BYMETHODS DESCRIBED IN THIS CONTRACT, OR ASAPPROVED BY THE ARCHITECT.

E CONSULT WITH THE ARCHITECT BEFOREPENETRATING ALL JOISTS, BEAMS OR OTHERSTRUCTURAL MEMBERS.

F SUBMIT SHOP DRAWINGS TO THE ARCHITECT FORREVIEW PRIOR TO FABRICATIONS. SUBMITTALSREQUIRED INCLUDE, BUT ARE NOT LIMITED TO, SHOPDRAWINGS FOR ALL STEEL, MILLWORK & SIGNAGE,SAMPLES OF ALL PROPOSED PAINTS, METALS, WALLCOVERINGS, LAMINATES, SOLID SURFACE MATERIALS,CERAMIC TILE, AND HARDWARE. SUBMITMANUFACTURERS' DATA FOR ALL LIGHTING SYSTEMS,AND HARDWARE.

G THE GENERAL CONTRACTOR SHALL OBTAIN AND PAYFOR ANY BUILDING PERMITS REQUIRED AND CARRYANY INSURANCE COVERAGES REQUIRED.

H ALL INTERIOR FINISHES AND FURNISHINGS ARE TO BECLASS 'A' FIRE-RATED AND ARE TO COMPLY WITHSECTION 920.0 BOCA (INTERIOR FLAME SPREAD).FURNISHINGS MUST HAVE CAL 133 CERTIFICATION

I ALL INTERIOR FINISHES AND FURNISHINGS ARE TO BECLASS 'A' FIRE-RATED AND ARE TO COMPLY WITHSECTION 920.0 BOCA (INTERIOR FLAME SPREAD).FURNISHINGS MUST HAVE CAL 133 CERTIFICATION

J ALL WOOD COMPONENTS (INCLUDING BUT NOTLIMITED TO FRAMING MILLWORK, TRIM, ANDBLOCKING) SHALL BE FIRE-TREATED.

K THE GENERAL CONTRACTOR SHALL DISPOSE OF ALLWASTE AND DEBRIS OFF THE PREMISES.

L THE GENERAL CONTRACTOR MUST COORDINATEWITH THE BUILDING FACILITIES MANAGER ALLACTIVITIES INCLUDING BUT LIMITED TO WORK WHICHWILL GENERATE EXCESSIVE NOISE ANDMODIFICATION TO UTILITIES. WORK MUST NOTINTERFERE WITH EXISTING SMOKE DETECTORS,ALARMS OR BUILDING SYSTEM MANAGEMENT.

M THE GENERAL CONTRACTOR SHALL REVIEW AND BEFAMILIAR WITH ANY "TENANT DESIGN ANDCONSTRUCTION MANUAL" AND ANY OTHER OWNEROR BUILDING STANDARDS. THE GENERALCONTRACTOR SHALL INCLUDE IN ITS BID ALLRELATED COSTS.

N THE GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE COORDINATION OF THE WORK OF ALLTRADES. THE GENERAL CONTRACTOR SHALL NOTIFYTHE ARCHITECT IN WRITING OF ANY AND ALLCONFLICTS BETWEEN THE TRADES AND SHALLOBTAIN A WRITTEN RESOLUTION FROM THEARCHITECT PRIOR TO PROCEEDING WITHCONSTRUCTION IN ALL AREAS AFFECTED BY THECONFLICT.

O PROVIDE ALL TEMPORARY FACILITIES AND SERVICES,CONSTRUCTION AND SUPPORT FACILITIES, ANDSECURITY AND PROTECTION AS NEEDED TO PROTECTNEW AND EXISTING CONSTRUCTION FOR THEDURATION OF A COMPLETE INSTALLATION.

P EMPLOY EXPERIENCED WORKERS FOR FINALCLEANING. CLEAN EACH SURFACE TO THECONDITION EXPECTED IN A COMMERCIAL BUILDINGCLEANING PROGRAM.

Q ALL MATERIALS & EQUIPMENT SHALL BE INSTALLEDACCORDING TO MANUFACTURER'S SPECIFICATIONS.

R GUARANTEE: ALL MATERIALS AND WORKMANSHIPSHALL BE GUARANTEED FOR A PERIOD OF ONE YEARFROM THE DATE OF FINAL ACCEPTANCE UNLESSOTHERWISE SPECIFIED FOR A LONGER PERIOD OFTIME ON A CERTAIN ITEM.

S ALL MATERIAL USED FOR THE CONSTRUCTION OFTHIS PROJECT, WHETHER BUILDING MATERIALS ORAPPURTENANCES, SHALL BE NON-ASBESTOSCONTAINING MATERIAL.

T THE GENERAL CONTRACTOR SHALL CONFIRM THATALL MATERIAL AND FINISHES SPECIFIED AND THEIRFABRICATION OR INSTALLATION WILL NOT RELEASEFUMES OR AROMAS DURING CONSTRUCTION WHICHMAY BE A HAZARD OR NUISANCE TO PERSONNEL.

U SEAL AND CAULK AROUND ALL PENETRATIONS,CRACKS AND CREVICES AND ANY OPENINGSCAPABLE OF HARBORING INSECTS/RODENTS.

V ALL EXPOSED UTILITY WIRES AND PIPES(ELECTRICAL, PLUMBING, ETC.) SHALL BE INSTALLEDIN A WAY THAT DOES NOT OBSTRUCT OR PREVENTTHE CLEANING OF FLOORS, WALLS, AND CEILINGAREAS. THEY SHALL BE INSTALLED A MINIMUM OF 6"OFF FLOORS AND 1" OFF WALLS, CEILINGS ANDADJACENT PIPES.

W EQUIPMENT SUPPLIED BY THE OWNER ANDINSTALLED BY THE GENERAL CONTRACTOR:EQUIPMENT INFORMATION AND SPECIFICATIONS ARETO BE THE MOST CURRENT AVAILABLE AT THE TIME OFDOCUMENTATION PREPARATION. THE GENERALCONTRACTOR SHALL BE RESPONSIBLE FORVERIFYING WITH THE OWNER THE EXACT DIMENSIONSAND EQUIPMENT CONNECTION REQUIREMENTS(INCLUDING ELECTRICAL CIRCUIT REQUIREMENTS) OFEQUIPMENT TO BE SUPPLIED. THE GENERALCONTRACTOR SHALL MAKE ALL FINAL CONNECTIONSAS NOTED ON THE DRAWINGS, INSTALL THE SET UP INWORKING ORDER, CHECK WARRANTIES, TEST ANDNOTE VOID WARRANTIES. THE GENERALCONTRACTOR SHALL COORDINATE WITH THE OWNERDELIVERY, STORAGE AND INSTALLATION OF ALLOWNER SUPPLIED EQUIPMENT. THE GENERALCONTRACTOR SHALL STORE EQUIPMENT IFREQUESTED BY THE OWNER UNTIL INSTALLATION.

X SEE SPECS AND DRAWINGS FOR OTHER OWNERSUPPLIED/GENERAL CONTRACTOR INSTALLED ITEMS.

Y FIRE PROTECTION NOTE:FOR A RENOVATION CONTRACT, EXISTINGSPRINKLERHEADS, ALARM SYSTEM AND DETECTORSARE TO REMAIN.MODIFY LOCATIONS AS NECESSARY WHERE CEILINGIS ALTERED

1/8" = 1'-0"3 EMPLOYEE PLATFORM EGRESS PLAN

REVISIONS

Date Number Description

1/8" = 1'-0"2 MECHANICAL PLATFORM EGRESS PLAN

1/8" = 1'-0"1 FLOOR PLAN EGRESS PLAN