code information building description … load factor ... ubc: section 207. inside of exterior walls...

K

A

AC

NORTHNORTH

OIL

N/O

367"

591"

17W420-422 22ND STREETOAKBROOK, TERRACE, IL 60181

PROJECT DIRECTORY

NORTH

N.T.S.

SHEET NO. SHEET TITLE

ARCHITECTURAL

DENOTES CURRENT SHEET

DENOTES SHEET WAS SUPERCEDED

LEGEND

12/2

3/20

16

FRANCHISOR

SCOPE OF WORK

SHEET INDEX

CS-1 COVER SHEET

CS-2 GENERAL NOTES & TYPICAL DETAILS

CS-3 ACCESSIBILITY PLAN, NOTES & DETAILS

VICINITY MAP LOCATION MAP

NORTH

ELECTRICAL

E-1 LIGHTING PLAN & NOTES

E-2 POWER PLAN, POWER ROOF PLAN, & LEGEND

PROJECT

LOCATION

PROJECT

LOCATION

A-1 FLOOR PLAN, NOTES & SCHEDULES

A-2 REFLECTED CEILING PLAN, LEGEND & SCHEDULE

MECHANICAL

M-1 HVAC PLAN, NOTES, LEGENDS & SCHEDULES

M-2 HVAC ROOF PLAN & KITCHEN HOOD SCHEMATIC

M-3 MECHANICAL DETAILS

NORTH

N.T.S.

TENANT IMPROVEMENT CONSISTING OF THE CONSTRUCTION OF A NEW HAMBURGER RESTAURANT WITHIN ANEXISTING BUILDING SHELL, TO INCLUDE ALL ELECTRICAL, PLUMBING AND MECHANICAL MODIFICATIONS,INTERIOR PARTITIONS AND EQUIPMENT. NO STRUCTURAL OR STOREFRONT MODIFICATIONS ARE PART OF THESCOPE. THIS SPACE IS NOT EQUIPPED W / A FIRE SPRINKLER SYSTEM, HOWEVER IT DOES HAVE FIRE ALARM. ANYPROPOSED MODIFICATIONS FOR A FIRE ALARM SHALL BE PERFORMED UNDER A SEPARATE PERMIT. TENANTDOES NOT PLAN TO INCORPORATE A FIRE SPRINKLER SYSTEM.

LS-1 LIFE SAFETY PLAN & NOTES

A-3 FINISH PLAN & WALL DIAGRAMS

A-4 MILLWORK & DETAILS

A-1.1 EQUIPMENT PLAN & SCHEDULE

PLUMBING

P-1 SANITARY PLAN & RISER, NOTES & LEGENDS

P-2 WATER PLAN & RISER, NOTES & SCHEDULES

P-3 ROOF GAS PLAN & RISER, NOTES & SCHEDULE

CS-1

COVER SHEET

CS-4 STANDARD DETAILS & UL LISTINGS

P-4 PLUMBING DETAILS

E-3 ELECTRICAL RISER & PANEL SCHEDULE

D-1 DEMOLITION PLAN, NOTES & LEGEND

3330 NE 34 STREETFT. LAUDERDALE, FL 33308

WAYBACK BURGER

1157 HIGHLAND AVE. SUITE 108

CHESHIRE CT. 06410

CONTACT: KELLY ROCHA

(PH):(203)-649-3403 (FA): (203)439-7992

E-MAIL: [email protected]

FOR SI: 1 SQUARE FOOT = 0.0929 mS = BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEMINSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.NS = BUILDINGS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEMINSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1.N = NO SEPARATION REQUIREMENTNP = NOT PERMITTED

a. FOR GROUP H-5 OCCUPANCIES, SEE SECTION 903.2.4.2b. OCCUPANCY SEPARATION NEED NOT BE PROVIDED FOR STOARAGE AREAS WITHIN

GROUPS B AND M IF THE:1) AREA IS LESS THAN 10 PERCENT OF THE FLOOR AREA;2) AREA IS EQUIPPED WITH AN AUTOMATIC FIRE-EXTINGUISHING SYSTEM AND IS LESS

THAN 3,000 SQUARE FEET; OR3) AREA IS LESS THAN 1,000 SQUARE FEET

c. AREAS USED ONLY FOR PRIVATE OR PLEASURE VEHICLES SHALL BE ALLOWED TOREDUCE SEPARATION BY 1 HOUR.d. SEE SECTION 406.1.4.e. COMMERCIAL KITCHENS NEED NOT BE SEPARATED FROM THE RESTAURANT SEATINGAREAS THAT THEY SERVE.

TABLE 508.4, IBC 2009

REQUIRED SEPARATION OF OCCUPANCIES

FUNCTION OF SPACE

NUMBER OFOCCUPANTSAREA

OCCUPANTLOAD FACTOR

FUNCTION OF SPACE

ASSEMBLY WITHOUTFIXED SEATS,UNCONCENTRATED

34OCCUPANTS

LEASE SPACE AREA: +/- 1,500 SFBOMA:building owners managers association.gross leasable areaUBC:section 207. inside of exterior walls & separation walls

TABLE 1004.1.1, IBC 2009

KITCHEN

404 SF 15 NET

200 GROSS

AK

27

435 SF 3

TOTAL

NOTE: LANDLORD'S GROSS LEASABLE AREA SPECIFIED WITHIN THE LEASE TAKESPRECEDENCE OVER ANY AREA CALCULATIONS INCLUDED IN THE FOLLOWINGDOCUMENTS.

ASSEMBLY WITHOUTFIXED SEATS,CONCENTRATED AC 7 NET24 SF 4

1. NUMBER OF FLOORS IN BUILDING:................................1

2. CONSTRUCTION TYPE:................................................ II-B

3. FLOOR(S) OF PROPOSED

RENOVATION:....................................................................1

4. CURRENT OCCUPANCY:..................................................B

5. PROPOSED OCCUPANCY:...............................................B

ADJACENT OCCUPANCY (EAST):....................................B

ADJACENT OCCUPANCY (WEST):...................................B

6. EXTERIOR STOREFRONT RENOVATION?

7. PROPOSED STRUCTURAL ALTERATIONS?

8. ENERGY CALCULATION ATTACHED?

9. TOILET FACILITIES PROVIDED?

10. EXISTING FIRE SPRINKLERS?

YES NO

0

0

0

0

B

ROOF CONSTRUCTION: INCL.: SUPPORTING BEAMS, JOISTS

STRUCTURAL FRAME: INCL: COLUMNS, GIRDERS, TRUSSES

NONBEARING WALLS AND PARTITIONS: INTERIOR

NONBEARING WALLS AND PARTITIONS: EXTERIOR

FLOOR CONSTRUCTION: INCL.: SUPPORTING BEAMS, JOISTS

BUILDING ELEMENTS

CONSTRUCTION TYPE

BEARING WALLS: EXTERIOR

INTERIOR

TYPE II

0

0

TABLE 601, IBC 2009

0

TABLE 803.9, IBC 2009

NONSPRINKLERED

EXIT ENCLOSURESAND

EXIT PASSAGEWAYSa,b

CORRIDORS ROOMS &ENCLOSED SPACES

c

GROUP

For SI: 1 inch = 25.4mm, 1 square foot = 0.0929 m

a. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED FOR WAINSCOTTING ORPANELING OF NOT MORE THAN 1,000 SQUARE FEET OF APPLIED SURFACE AREA IN THEGRADE LOBBY WHERE APPLIED DIRECTLY TO A NONCOMBUSTIBLE BASE OR OVER FURRINGSTRIPS APPLIED TO A NONCOMBUSTIBLE BASE AND FIREBLOCKED AS REQUIRED BY SECTION803.11.1.b. IN OTHER THAN GROUP I-2 OCCUPANICIES IN BUILDINGS LESS THAN THREE STORIESABOVE GRADE PLANE OF OTHER THAN GROUP I-3, CLASS B INTERIOR FINISH FORNONSPRINKLERED BUILDINGS AND CLASS C INTERIOR FINISH FOR SPRINKLERED BUILDINGSSHALL BE PERMITTED IN INTERIOR EXIT STAIRWAYS AND RAMPS.c. REQUIREMENTS FOR ROOMS AND ENCLOSED SPACES SHALL BE BASED UPON SPACESENCLOSED BY PARTITIONS. WHERE A FIRE-RESISTANCE RATING IS REQUIRED FORSTRUCTURAL ELEMENTS, THE ENCLOSING PARTITIONS SHALL EXTEND FROM THE FLOOR TOTHE CEILING. PARTITIONS THAT DO NOT COMPLY WITH THIS SHALL BE CONSIDEREDENCLOSING SPACES AND THE ROOMS OR SPACES ON BOTH SIDES SHALL BE CONSIDEREDONE. IN DETERMINING THE APPLICABLE REQUIREMENTS FOR ROOMS AND ENCLOSEDSPACES, THE SPECIFIC OCCUPANCY THEREOF SHALL BE THE GOVERNING FACTORREGARDLESS OF THE GROUP CLASSIFICATION OF THE BUILDING OR STRUCTURE.d. LOBBY AREAS IN GROUP A-1, A-2 AND A-3 OCCUPANCIES SHALL NOT BE LESS THANCLASS B MATERIALS.e. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN PLACES OF ASSEMBLYWITH AN OCCUPANT LOAD OF 300 PERSONS OR LESS.f. FOR PLACES OF RELIGIOUS WORSHIP, WOOD USED FOR ORNAMENTAL PURPOSES,TRUSSES, PANELING OR CHANCEL FURNISHING SHALL BE PERMITTED.g. CLASS B MATERIAL IS REQUIRED WHERE THE BUILDING EXCEEDS TWO STORIES.h. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN ADMINISTRATIVESPACES.i. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN ROOMS WITH ACAPACITY OF FOUR PERSONS OR LESS.j. CLASS B MATERIALS SHALL BE PERMITTED AS WAINSCOTTING EXTENDING NOT MORETHAN 48 INCHES ABOVE THE FINISHED FLOOR IN CORRIDORS AND EXIT ACCESS STAIRWAYSAND RAMPS.k. FINISH MATERIALS AS PROVIDED FOR IN OTHER SECTIONS OF THIS CODE.l. APPLIES WHEN PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED INACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.

WALL AND CEILING FINISHREQUIREMENTS BY OCCUPANCY

B

CODE INFORMATION BUILDING DESCRIPTION FIRE RESISTANCE RATING

EGRESS REQUIREMENTS

A B C

N.T.S.

c. IN ALL OCCUPANCIES, HEAVY TIMBER SHALL BEALLOWED WHERE A 1-HOUR OR LESS FIRE-RESISTANCERATING IS REQUIRED.

c

2009 INTERNATIONAL BUILDING CODE with amendments.

1997 ILLINOIS ACCESSIBILITY CODE

2009 INTERNATIONAL MECHANICAL CODE

2009 FUEL GAS CODE.

2009 INTERNATIONAL ENERGY CONSERVATION CODE

2008 NACIONAL ELECTRICAL CODE with amendments

2014 STATE OF ILLINOIS PLUMBING CODE

2009 INTERNATIONAL FIRE CODE with amendments.

CITY OF OAKBOOK TERRACE ZONING ORD.

DUPAGE COUNTY STORMWATER ORDINANCE

with amendments

OCCUPANCY DIAGRAM / FUNCTION OF SPACE

SECTION 890, APPENDIX A, STATE OF ILLINOIS PLUMBING CODE 2014MIN. NUMBER OF PLUMBING FIXTURES

CODE REQUIRED PROVIDED

WATER CLOSETS1 PER 100 MALE 1 11 PER 50 FEMALE 1 1

LAVATORIES1 PER 100 MALE 1 11 PER 100 FEMALE 1 1

URINALS1 PER 150 MALE 1 1

SERVICE SINK 1 1

OCCUPANCYFOOD SERVICE ESTABLISHMENTS34 OCCUPANTS; 17 MALES, 17 FEMALES

PLUMBING FIXTURES

TABLES 1015.1 / 1016.1, IBC 2009STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES

OCCUPANCY MAXIMUMOCCUPANTSPER STORY

MAX. EXITACCESSTRAVEL

DIST.

REQUIRED

PROVIDED

A,B,E,F,M,U,S

B

49

34

b b b

MINIMUM #OF EXITS

200'

39'-0"

1

2

MAX. #OF

STORIES

1

1

TENANT DWAYNE SIMMONS

DECODA MANAGEMENT

316 26TH AVE,

BELLWOOD, IL, 60104

CONTACT: [email protected]

LANDLORD

GOVERNING AGENCIES CITY OF OAKBROOK TERRACE

17W 275 BUTTERFIELD ROAD,

OAKBROOK TERRACE, ILLINOIS, 60181

BUILDING AND ZONING DEPARTMENT.

CONTACT: KAREN DEBOK

EMIAL: [email protected]

THE DUPAGE COUNTY HEALTH DEPARTMENT

CONTACT: STEVE CORRIGAN

(PH) : 630-221-7197

EMAIL: [email protected]

PROFESSIONAL SEAL

ISSUE DATE:PROJECT #:DRAWN BY:CHECKED BY:NOT FO

R PERMIT O

R BID

NOT FOR CO

NSTRUCTIO

N

SL

SCOTT L. LASKY #001022717REGISTERED ARCHITECT

STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

JRC INVESTMENTS LLC.

TWO MID-AMERICA PLAZA, SUITE 722

OAKBROOK TERRACE, IL. 60181

CONTACT: JOHN R. CALFA

(PH) : 708 421-1900

EMAIL: [email protected]

WD-1

CMC-1

PNT-1

PNT-1

PAINTED POPLAR WOODSILL

EXISTING STOREFRONTSHALL REMAIN

EXISTING WALL SHALLREMAIN

DOOR AS SCHEDULE

FRAME ASSCHEDULE

5/8" GYPSUM BOARD

VARIES

PER WALL SCHEDULE

2x F.T. LINER

2" 5/8"

ACT-2

2X4 CEILING TILESYSTEM

+9-6"A.F.F.

3 5/8" 18 GA METAL STUDS @ 16" O.C. W/(1) LAYEROF 5/8" DRYWALL AT EACH SIDE. ALL EXPOSEDEDGES SHALL BE PAINTED BLACK : 10'-0'' A.F.F.

+9'-0"A.F.F.

KITCHEN

DINING AREAOPEN CEILING

NOTE: REFER TO DETAIL 3 / CS-2 FOR

ATTACHMENT TO UNDERSIDE OFDECK .

1-3/4" X 3/16" DIA. TAPCON (2) ANCHORS INSUB-DRILLED HOLES @ 24" O.C.

METAL DECK W/ LIGHTWEIGHT FILL(ZONOLITE, GYPSUM)

METAL STUD DIAGONALLY BRACED AT24" O.C.

3" X 3" X 1'-0" L. 20 GA. METAL CLIPANGLE

(E) STRUCTURE ABOVE

ATTACHMENT SCHEDULEMATERIAL OF BUILDING

2 #12-14 X 1" HWN TRAXX/2 @ 16" O.C.

2 HILTI HDI-P MAX. 3/4" EMBEDMENT @ 24" O.C.

METAL DECK W/ CONCRETE

METAL DECK

CONCRETE SLAB

2 #12-14 X 1" HWH TRAXX/2 INSUB-DRILLED HOLES @ 18" O.C.

ATTACHMENTS & SPACING

NOTES:

1. SEE WALL SCHEDULE FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BLOCKING PLATE, ANDNUMBER.

2. REQ'D WITH ACCESSORY MANUFACTURERS. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHINGITEMS TO BLOCKING PLATE.

3. WALL STUD FLANGES ARE CONTINUOUS AT BLOCKING PLATE.

HILTI X-4 P8 GENERAL -PURPOSE MIN. NAIL

PENETRATION 1 1/2" @

16" O.C. TYPICALBLOCKING PLATE

LINE OF CEILING ASSCHEDULED

DOUBLE STUDS @ SIDESOF OPENINGS

WD-1 PNT-1

CT-1

MICG PNT-1

HOLLOW METALDOOR JAMB

1/2" X 1/2" MARLITEINTERIOR CORNERGUARD

CERAMIC WALL TILE

1/2" THICKPRE-PAINTED MDF

PANELS

5/8" GWB

2X WOOD STUDS

5/8" DUROCK ATCERAMIC TILE

WALLS

TRENCH

3000 PSI CONCRETEFLUSH W/EXIST. SLAB

EXISTING 4" (V.I.F. REINF.CONCRETE SLAB

#4 REINF. @ 2'-0" O.C.STAGGERED & EPOXYINTO EXISTING SLAB.

PROVIDE .09VISQUEENVAPOR BARRIER

RE-COMPACTED FILL

NOTE:TERMITE TREATMENT IS REQUIRED. SUBMIT CERTIFICATION TO OWNER/TENANT.

CS-2

GENERALNOTES & TYP.

DETAILS

GENERAL NOTES1.) THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OFTHE ARCHITECT. THEY ARE NOT TO BE REPRODUCED IN PART OR WHOLE OR USED ON ANY OTHER PROJECTS EXCEPTBY AGREEMENT IN WRITING WITH AND AFTER APPROPRIATE COMPENSATION TO THE ARCHITECT.

2.) CONSTRUCTION SHALL FOLLOW THE LOCAL GOVERNING CODE, APPLICABLE EDITION, AS ADOPTED BY THEGOVERNING AUTHORITIES, AND ALL APPLICABLE AMENDMENTS. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FORBUILDING THIS PROJECT IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND STATE AND LOCAL CODES,UNLESS WRITTEN NOTIFICATION IS RECEIVED.

3.) THE ARCHITECT DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJECT IN ANY RESPECT OTHER THAN THEARCHITECTURAL WORK PERFORMED WHICH MEETS THE STANDARDS OF PROFESSIONAL CARE.

4.) THE CONTRACTOR SHALL VISIT THE SITE, BEFORE SUBMITTING PROPOSALS.

5.) THE CONTRACTOR SHALL COORDINATE ALL THE WORK OF ALL THE TRADES.

6.) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING ANYWORK AND NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY OF ANY ERRORS OR OMISSIONS OR THE CONTRACTORSHALL ACCEPT FULL RESPONSIBILITY FOR THE ERRORS AND OMISSIONS. DO NOT SCALE THE DRAWINGS.

7.) SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS TO ARCHITECT'S OFFICE FOR ARCHITECT & TENANTAPPROVAL AS REQUIRED BELOW, UNLESS OTHERWISE NOTED.

8.) THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THEINTERNATIONAL BUILDING CODE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE INTHEIR ENTIRETIES AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THESE CODES WHICH MAY NOT BESPECIFICALLY ADDRESSED IN THE PLANS AND NOTES.

9.) THE CONTRACTOR WILL NOT SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMSSPECIFIED ON THESE DRAWINGS WITHOUT PRIOR NOTICE. ITEMS WHICH, WHEN SUBSTITUTED, REQUIRE APPROVAL OFTHE BUILDING OFFICIAL WILL BE SUBMITTED TO THE BUILDING OFFICIAL, THE TENANT, AND THE ARCHITECT.

10.) THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING, STRUCTURAL, AND NON-STRUCTURAL MEMBERSDURING CONSTRUCTION.

11.) ALL FRAME WALLS SHALL BE CONSTRUCTED WITH ANCHORS, TOP AND BOTTOM OF EACH STUD, PER CODE.

12.) ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT.

13.) ANY ITEM SCHEDULED TO BE REUSED MUST BE REFURBISHED AND MAINTAINED TO A "LIKE NEW" CONDITION. NOEXCEPTIONS.

14.) ALL FLOOR PENETRATIONS MUST BE SEALED WITH A 2 HOUR RATING.

15.) ALL PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER WALLS, AND FIREPENETRATIONS SHALL COMPLY WITH SECTION 712 OF FLORIDA BUILDING W/ALL SUPPLEMENTS.

PERMIT NOTES1.) ANY STOREFRONT WORK SHALL BE PERFORMED BY OTHERS, UNDER SEPARATE PERMIT.

2.) ALTERATION OF THE AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED, UNDER SEPARATE PERMIT.

3.) ALTERATION OF THE FIRE ALARM SYSTEM IS REQUIRED, UNDER SEPARATE PERMIT.

FLOOR PLAN NOTES1.) ALL DIMENSIONS MARKED 'CLEAR' OR 'CLR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALLFINISHES, UNLESS OTHERWISE NOTED.

2.) ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. SILL COVER TO SUPPORT MINIMUM LIVE LOAD OF300 LBS.

3.) ALL WOOD NOT CALLED OUT SHALL BE FIRE RATED OR FIRE RETARDANT TREATED WOOD.

4.) ALL TENANT DEMISING WALLS THAT DEFINE THE TENANT SPACE ARE MINIMUM ONE HOUR RATED

CONCRETE1.) REINFORCING PLACING DRAWINGS AND BAR LISTS SHALL THE A.C.I.'S' MANUAL OF STANDARD PRACTICE FORDETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEELINSTITUTE (C.R.S.I.) UNLESS OTHERWISE NOTED.

2.) THE DETAILS OF THE CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE LANDLORD'SCONSTRUCTION CRITERIA.

METAL STUDS / DRYWALL1.) GYPSUM BOARD JOINTS SHALL BE STAGGERED AS REQUIRED BY GOVERNING BUILDING CODES.

2.) PROVIDE WATER RESISTANT GYPSUM BOARDS AROUND RESTROOM FIXTURES.

3.) ALL BACKING/BLOCKING SHALL CONSIST OF 16 GAUGE METAL FRAMING AND/OR 2" X F.T. LUMBER..

4.) ALL DIMENSIONS ARE FROM FACE OF GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

5.) ALL EXPOSED GYPSUM BOARD EDGES TO HAVE METAL EDGE TRIM, UNLESS OTHERWISE NOTED.

CABINETS1.) ALL EXPOSED CABINET ENDS SHALL HAVE FINISH PANELS. GENERAL CONTRACTOR SHALL COORDINATE LOCATIONOF ALL CABINET FILLERS, FALSE PANELS, MISC. COMPONENTS FOR CABINETRY.

2.) ALL COUNTERTOP / WALL INTERSECTIONS SHALL HAVE A 4" HIGH BACKSPLASH. UNLESS NOTED OTHERWISE.

3.) ALL MILLWORK TO BE FASTENED TO THE PARTITION THEY ADJOIN. PROVIDE BLOCKING FOR ALL MILLWORK NOTSUPPORTED BY SLABS.

FINISH PLAN NOTES1.) ALL INTERIOR WALLS SHALL BE FINISHED PER SCHEDULE, IF NO INDICATION THE SURFACE SHALL BE PAINTEDWITH PAINT BEING USED ON THIS PROJECT, UNLESS OTHERWISE NOTED.

2.) ALL INTERIOR PARTITIONS SHALL RECEIVE ONE PRIMER & TWO FINISH COATS.

3.) ALL HORIZONTAL GYPSUM BOARD SURFACES SHALL BE PRIMED WITH TINTED PRIMER TO COINCIDE WITH FINSHPAINT COLOR. ALL LEFT OVER PAINT SHALL BE CLEARLY LABELED AND APPROPRIATELY PACKAGED. CONTRACTORSHALL DELIVER ALL LEFTOVER PAINT AND FINISH MATERIALS TO TENANT FOR STORAGE.

4.) FLOOR FINISHES ON BOTH SIDES OF A DOOR SHALL BE LEVEL FOR A DISTANCE EQUAL TO 5' TO EITHER SIDE OFDOOR.

5.) CENTER FLOOR TILES IN ROOM UNLESS NOTED OTHERWISE.

DOOR NOTES1.) TRIM THE BOTTOM OF DOORS TO CLEAR THE TOP OF ALL FINISHED FLOORS. AS APPLICABLE BY 1/4" MAXIMUM,UNLESS OTHERWISE NOTED. VERIFY SLAB CONDITIONS, TRIM EACH DOOR TO FIT CONDITIONS. WHERE RADICALVARIATIONS IN FLOOR ELEVATION EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATETHESE UNDERCUT CONDITIONS.

2SCALE

3/8" = 1'-0"TYP. PARTITION DETAIL

3SCALE

N.T.S.ATTACHMENT DETAIL

4SCALE

1-1/2" = 1'-0"TYP. SOFFIT DETAIL

1SCALE

TRENCH REPAIR DETAIL 1"=1'-0"& ACCESSORY CONDITIONS5SCALE

1 1/2" = 1'-0"DOOR HEAD DETAIL

6SCALE

1-1/2" = 1'-0"DOOR JAMB DETAIL

7SCALE

WINDOW SILL DETAIL

X'-Y"TOP OF XX

10'-0" CLG.ROOM NAME

CONTROL OR DATUM POINT

(FIN.FLR., TOP OF PLATE, TOP OF T.B.)

ROOM IDENTIFICATIONROOM NAME / CEILING HEIGHT

DESCRIPTION OF POINT

ELEVATION OR POINT

STEP CHANGE IN FLOOR HEIGHT

DRAWING NOTE (NUMBER)KEYNOTE/EQUIPMENT

INTERIOR ELEVATION(S)

DOUBLE LETTER FOR BUILDING SECTINS (A-A)SINGLE LETTER FOR TYPICAL WALL SECTIONS (A)SHEET NUMBER (WHERE SECTION IS DRAWN)

ARROWS INDICATE ELEVATIONS DRAWN

SHEET NUMBER

DETAIL NUMBERDETAIL

ELEVATION NUMBER

SECTION LETTERSSECTION

NUMBER OF REVISION CORRESP.TO DESIGN SECTION OF TITLE BLOCK

REVISION REFERENCE

DOOR NUMBERDOOR

ARCHITECTURAL SYMBOLS

WALL TYPEWALL

FINISH TYPEFINISHES

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

REVISIONS DATES:

PROFESSIONAL SEAL

ISSUE DATE:PROJECT #:DRAWN BY:CHECKED BY:

PROJECT

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THIS DOCUMENT IS THE PROPERTY OF LASKYARCHITECT, P.A. AND SHALL NOT BE REPRODUCED

WITHOUT THE WRITTEN CONSENT OFLASKY ARCHITECT, P.A.

WAYB

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RS17

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STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

WALLOUTLET

THERMOSTAT SWITCH

17"

13-1/2" MIN. 16" - 18"2"

12" MAX.42" MIN.

54" MIN.

33" -

36"

39" - 41"

39" -

41"

18" M

IN.

24" MIN. 12" MIN.

36" MIN.

33" -

36"

27" M

IN.

34" M

AX

.

17" MIN.

19" MAX.

29" M

IN.

6"

9"M

IN.

8" MIN.

40" M

AX

.

1'-0

"M

IN.

4'-0

" MA

X.

3'-0

" MIN

.

38"-

48"

TO E

NS

UR

EFO

RW

AR

D R

EA

CH

40" M

AX

.TO

BO

TT. O

FR

EFL

EC

TIV

E S

UR

FAC

E

> 10-24 max

46" M

AX

.

60"

36"

24"

60"

12" 36" 12"

R30"

18"

60"

32" MINCLEAR

36 m

in

48 min

24 max

32 m

in

32 m

in

36 m

in

24 max

ADJACENTTENANT SPACE

N.I.C.

OIL


N.I.C.

EXISTING EXTERIORSERVICE CORRIDOR

FRONT EXTERIOR OFBUILDING

DINING ROOM

(E) WOMEN'SACCESSIBLERESTROOM

(E) MEN'SACCESSIBLERESTROOM

BACK KITCHEN

FRONT KITCHEN

WALK-IN FREEZER

WALK-INCOOLER

ADJACENT BUILDING N.I.C.

14

7

8

8

7

1014

6

12

24"

12"

18"

22"

12"

24" 26"

2

3

5

17

1

2

5

317

18

49"

48"

60"

36"

49"

46"

GENDER SPECIFIC SIGNSHALL BE INSTALLED ONTHE WALL ADJACENT TOTHE LATCH SIDE OF THEDOOR. WHERE THERE ISNO WALL SPACE TO THELATCH SIDE OF THEDOOR, INCLUDING ATDOUBLE LEAF DOORS,SIGN SHALL BE PLACEDON THE NEARESTADJACENT WALL.

60" T

O C

EN

TER

LIN

E

38"

CL

TO D

OO

RLA

TCH

/LO

CK

FEMALE

CORRESPONDINGGRADE 2 CLEARRASTER STYLEBRAILLE

3/4" TALLLETTERING FONTSHALL BE "SANSSERIF" COLORSHALL BE "WHITE"

12"Ø x 1/4" THICK"BLACK"

NOTE: SIGNAGE COLOR AND LETTERSIZE SHALL COMPLY WITH LOCALCODE AND ACCESSIBLE CODEREQUIREMENTS.

APPROPRIATEGENDER SPECIFICSIGNAGE TO BEINDICATEDACCORDINGLY

32" MINCLEAR

12"

48"

32" MINCLEAR

48"

32" MINCLEAR

60"

36"

32" MINCLEAR

42"

54"

32" MINCLEAR

22"

42"

32" MINCLEAR

22"

48"

32" MINCLEAR

24"

48"

32" MINCLEAR

24"

54"

32" MINCLEAR

24"

42"

32" MINCLEAR

24"

48"

4" TO INSIDEOF FRAME

U.N.O. ALL DOORS SHALL BEINSTALLED IN THIS MANNER

CS-3

ACCESSIBILITYPLAN, NOTES

& DETAILS

ACCESSIBILITY KEYNOTES1 CLEARANCE FOR URINAL: 30" X 48"

2 CLEARANCE FOR WATER CLOSET: 60" X 56"

3 CLEARANCE FOR SINK: 30" X 48"

4 T-SHAPED WHEELCHAIR TURNING SPACE. SEE DETAIL 4/CS-3.

5 CIRCULAR WHEELCHAIR TURNING SPACE. SEE DETAIL 5/CS-3.

6 DOOR CLEARANCE: FRONT APPROACH, PULL SIDE. SEE DETAIL 6/CS-3.

7 DOOR CLEARANCE: FRONT APPROACH, PUSH SIDE. SEE DETAIL 7/CS-3.

8DOOR CLEARANCE: FRONT APPROACH, PUSH SIDE, NO LATCH OR CLOSER.SEE DETAIL 8/CS-3.

9 DOOR CLEARANCE: HINGE APPROACH, PULL SIDE. SEE DETAIL 9/CS-3.

10 DOOR CLEARANCE: HINGE APPROACH, PULL SIDE. SEE DETAIL 10/CS-3.

11 DOOR CLEARANCE: HINGE APPROACH, PUSH SIDE. SEE DETAIL 11/CS-3.

12DOOR CLEARANCE: HINGE APPROACH, PUSH SIDE W/CLOSER & LATCH. SEEDETAIL 12/CS-3.

13 DOOR CLEARANCE: LATCH APPROACH, PULL SIDE. SEE DETAIL 13/CS-3.

14DOOR CLEARANCE: LATCH APPROACH, PULL SIDE W/CLOSER. SEE DETAIL14/CS-3.

15 DOOR CLEARANCE: LATCH APPROACH, PUSH SIDE. SEE DETAIL 15/CS-3.

16DOOR CLEARANCE: LATCH APPROACH, PUSH SIDE W/CLOSER. SEE DETAIL16/CS-3.

17(E) ACCESSIBLE RESTROOMS. G.C. TO VERIFY FIXTURES AND ACCESSORIESMEET ADA REQUIREMENTS SET FORTH ON 2/CS-3. G.C. TO MODIFY ALLACCESSORIES AND FIXTURES THAT MAY NOT COMPLY.

18 LOCATION OF RESTROOM ACCESSIBLE SIGNAGE. SEE 3/CS-3 FOR DETAILS.

GENERAL NOTES

A PROJECT HAS A FULLY ACCESSIBLE MAIN ENTRY AT GROUND LEVEL.

B

THE PROVIDED ACCESSIBILITY ROUTE OF 36" TO ALL PRIMARY FUNCTIONS OFTHE FACILITY SHALL BE MAINTAINED THROUGHOUT THE PUBLIC AREAS OFTHE STORE, EXCEPT FOR SEGMENTS 24" LONG, 48" APART, WHERE THEACCESSIBLE ROUTE MAY BE REDUCED TO 32".

CAT LEAST 5 PERCENT OF THE SEATING, BUT NOT LESS THAN ONE SEAT,SHALL BE ACCESSIBLE.

DFAUCETS SHALL BE LEVER OPERATED, PUSH TYPE, ORELECTRICALLY CONTROLLED MECHANISMS. SELF-CLOSING VALVES SHALLREMAIN OPEN FOR AT LEAST 10 SECONDS.

EHOT WATER AND DRAIN PIPES UNDER THE LAVATORY SHALL BE INSULATED ORCONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARPOR ABRASIVE SURFACES UNDER LAVATORY.

F MAX. HEIGHT FOR ALL COUNTERS SHALL BE 34" A.F.F. MAX.

X

1SCALE

1/4" = 1'-0"

MANEUVERINGSCALE

1/4" = 1'-0"CLEARANCE

DOORMANEUVERING 6

SCALE


DOORMANEUVERING 7

SCALE


DOORMANEUVERING 8

SCALE


DOOR

MANEUVERING

9

SCALE


DOORMANEUVERING 10

SCALE


DOORMANEUVERING 11

SCALE


DOORMANEUVERING 12

SCALE


DOOR13

SCALE

1/4" = 1'-0"MANEUVERING

14SCALE


DOORINSTALLATION 14

SCALE

1/4" = 1'-0"DETAIL

DOOR15

SCALE

1/4" = 1'-0"16 MANEUVERING

CLEARANCE

DOOR17

SCALE

1/4" = 1'-0"

2SCALE

NTSACCESSIBILITY DETAILS

AN ACCESSIBLEROUTE

CLEAR WIDTH OF

ACCESSIBILITYSIGNAGE DETAIL 3

SCALE

NTS4

SCALE

NTS

TURNING5

SCALE

NTSCLEARANCE

SPACE

T- SHAPEDTURNING

SPACE

ACCESSIBILITY PLAN

ACCESSIBLE SEAT REQUIREMENTSNUMBER OF WHEELCHAIR SPACES IN ASSEMBLY AREASCHAPTER 400.320.a.1.A 1997 ADA STANDARDS FOR ACCESSIBILITY DESIGN

NUMBER OF SEATS MINIMUM NUMBER OF REQUIREDWHEELCHAIR SPACES

124

4 TO 2526 TO 5051 TO 150

NUMBER OF SEATSPROVIDED

MINIMUM NUMBER OF REQUIREDWHEELCHAIR SPACES

240

INSTALLATIONDETAIL

STANDARD

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

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STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

NORTH

CS-4

STANDARDDETAILS & UL

LISTINGS

System No. BW-S-0006March 12, 2004

Assembly Ratings - 1 and 2 Hr (See Item 2)Joint Width - 1 In. (25 mm) Max

Reproduced courtesy of Underwriters Laboratories, Inc.See UL Fire Resistance Directory for additional information. (UL/cUL)

Page 1 of 1

1. Floor Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100 -150 pcf (1600-2400 kg/cu meter)) structural concrete. Floormay also be constructed of any 6 in. (152 mm) thick UL Classified hollow-core Precast Concrete Units*.See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures.2. Wall Assembly - The 1 or 2 h fire-rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner specified in theindividual U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory. In addition, the wall may incorporate a head-of-wall jointsystem constructed as specified in the HW Series Joint Systems in the UL Fire Resistance Directory. The wall shall include the following constructionfeatures:A. Steel Floor Runner - Floor runners of wall assembly shall consist of min No. 25 gauge galv steel channels sized to accommodate steel studs (Item 2B).Floor runners to be provided with min 1-1/4 in. (32 mm) flanges. Runners secured with steel fasteners spaced 12 in. (305 mm) OC.B. Studs - Steel studs to be min 2-1/2 in. (64 mm) wide. Studs cut 1/2 to 3/4 in. (13 to 19 mm) less in length than assembly height with bottom nesting in,resting on and fastened to floor runner with sheet metal screws. Stud spacing not to exceed 24 in. (610 mm) OC.C. Gypsum Board* - Gypsum board installed to a min total thickness of 5/8 in. (16 mm) or 1-1/4 in. (32 mm) on each side of wall for a 1 or 2 hr rated wall,respectively. Wall to be constructed as specified in the individual U400 or V400 Series Design in the UL Fire Resistance Directory except that a max 1 in. (25mm) gap shall be maintained between the bottom of the gypsum board and the top of the concrete floor.The hourly fire rating of the joint system is equal to the hourly fire rating of the wall.3. Joint System - Max separation between top of floor and bottom of gypsum board is 1 in. (25 mm). The joint system consists of a packing material anda fill material, as follows:A. Packing Material - (Optional, Not Shown) - Foam backer rod firmly packed into the gap between the bottom of the gypsum board and the top of theconcrete floor and recessed from each surface of the wall to accommodate the required thickness of fill material.B. Fill, Void or Cavity Material*-Sealant - Min 1/2 in. (13 mm) thickness of fill material installed on each side of the wall between the bottom of thegypsum board and the top of the concrete floor, flush with each surface of the wall.TREMCO INC - TREMstop Acrylic, TREMstop Intumescent Acrylic (IA) or TREMstop Silicone (Fyre-Sil)*Bearing the UL Classification Mark

Tremco Incorporated

Sealants & Waterproofing Division

Integrated Technical Solutions Dept.

3735 Green Rd., Beachwood, OH 44122

Toll Free: 866-209-7055

www.tremcofirestop.com

Drawing Not to Scale

®

Helping Contractors Win

Fire Protection Systems Group

2A

3B

2B

1

2C

System No. W-L-8036February 07, 2003

F Rating - 1 and 2 Hr (See Item 1B)T Rating - 0 Hr


Page 1 of 1

1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in theindividual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. O.C. with nom2 by 4 in. lumber end plates and cross braces. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. O.C.B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheetorientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 3-1/2 in.The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.2. Through Penetrant - A max of two pipes or tubing to be installed within the opening. Of the two pipes, or tubing, only one of the pipes or tubing shallhave a nom diam greater than 1/2 in. The annular space between pipes or tubing and periphery of opening shall be min 0 in. (point contact) to max 1/2 in.Pipes or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used:A. Steel Pipe - Nom 1 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.B. Iron Pipe - Nom 1 in. diam (or smaller) cast or ductile iron pipe.C. Copper Tubing - Nom 1 in. diam (or smaller) Type L (or heavier) copper tubing.D. Copper Pipe - Nom 1 in. diam (or smaller) Regular (or heavier) copper pipe.3. Tube Insulation - Plastics+ - Nom 3/4 in. thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. Thetube insulation may be installed on a max of one pipe or tubing. The annular space between penetrating item and periphery of opening shall be min 1/2 intomax 3/4 in. The space between pipes or tubing shall be 0 in. (point contact)See Plastics+ (QMFZ2) category in the Recognized Component Directory for names for manufacturers. Any Recognized Component tube insulation materialmeeting the above specifications and having a UL 94 Flammability Classification of 94-5VA may be used.4. Cables - One 4 pair No. 18 AWG (or smaller) thermostat cable with polyvinyl chloride (PVC) insulation and jacket materials. Cable to be spaced a min 0in. (point contact) to max 1/2 in. from the other penetrants. The space between the cable and the periphery of the opening shall be a min 0 in. (point contact) tomax 1/2 in. Cable to be rigidly supported on both sides of wall assembly.5. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within annulus, flush with both surfaces of wall. Additional fillmaterial to be to be forced into intersties within groups of penetrating items to max extent possible and installed such that a min 1/4 in. thick crown is formedaround the penetrating items and lapping 1/4 in. beyond the periphery of the opening.TREMCO INC - TREMstop Intumescent Acrylic+Bearing the UL Recognized Component Mark*Bearing the UL Classification Mark

Tremco Incorporated

Sealant/Weatherproofing Division


2628 Pearl Rd. Medina, OH 44256

Toll Free: 866-209-7055



®



1B 1A

22

3

4

5 5

A

A

Section A-A

System No. W-L-2463November 03, 2005

F Ratings - 1 and 2 Hr (See Item 1)T Ratings - 1 and 2 Hr (See Item 1)


Page 1 of 1

1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in theindividual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC.B. Gypsum Board* - 5/8 in. (16 mm) thick, 4 ft (1.22 m) wide with square or tapered edges. Thickness, type, number of layers and fasteners as required inthe individual Wall and Partition Design. Max diam of opening is 5 in. (127 mm).The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.2. Through Penetrant - Multiple nonmetallic tubing for use in closed (process or supply) piping systems. Max 4 in. (102 mm) diam bundle of tubes inopening, tightly bundled. The annular space between bundle of tubes and periphery of opening shall be min 0 in. (point contact) to max 1 in. (25 mm). Tubingto be rigidly supported on both sides of wall assembly. The following types of tubing may be used:A. Crosslinked Polyethylene (PEX) Tubing - Nom 1 in. (25 mm) diam (or smaller) SDR 9 PEX tubing for use in closed (process or supply) piping systems.3. Fill, Void or Cavity Materials* - Caulk - Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with each surface of wall. Min 5/8in. (16 mm) thickness of fill material applied into interstices of tubes to maximum extent possible, on both sides of wall. Min 1/2 in. (13 mm) diam bead ofcaulk applied to the tubing/gypsum interface at the point contact location on both sides of wall.TREMCO INC - TREMstop Intumescent Acrylic

*Bearing the UL Classification Mark

Tremco Incorporated




Toll Free: 866-209-7055



®



Section A-A

A

A

2

1A

3

1B

System No. W-L-1158November 30, 2004

F Ratings - 1 and 2 Hr (See Item 1)T Rating - 0 Hr

L Rating at Ambient - Less Than 1 CFM/sq ft


Page 1 of 1

1. Wall Assembly - The 1 or 2 hour fire-rated gypsum board stud wall assembly shall be constructed of the materials and in the manner specified in theindividual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC.B. Gypsum Board* - One or two layers of nom 1/2 or 5/8 in. (13 or 16 mm) thick gypsum board as specified in the individual Wall and Partition Design.Max diam of opening is 15-1/8 in. (384 mm).The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.1A. Steel Sleeve - (Optional. Not shown.) Cylindrical sleeve fabricated from min 0.013 in. (0.330 mm) thick (No. 30 gauge) to max 0.056 in. (1.42 mm) (No.16 gauge) galv steel sheet and having a min 1 in. (25 mm) lap along the longitudinal seam. Ends of sleeve to be trimmed flush with both surfaces of wall.Sleeve to be installed by coiling the sheet metal to a diam smaller than the through opening, inserting the coil through the opening and releasing the coil to letit uncoil against the circular cutouts in the gypsum board layers.2. Through Penetrants - One metallic pipe, tubing or conduit to be installed either concentrically or eccentrically within the firestop system. Pipe, tubing orconduit to be rigidly supported on both sides of wall assembly. The pipe, tubing or conduit may be installed at an angle not greater than 45 degrees from theperpendicular. The annular space shall be min 0 (point contact) in. to max 1-7/8 in. (48 mm). The following types and sizes of metallic pipe tubing or conduitmay be used:A. Steel Pipe - Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.B. Iron Pipe - Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe.C. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or smaller) steel conduit.D. Copper Tubing - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing.E. Copper Pipe - Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.3. Firestop System - The firestop system shall consist of the following:A. Packing Material - (Optional) - Foam backer rod firmly packed into the opening as a permanent form. Packing material to be recessed from both surfacesof wall as required to accommodate the required thickness of fill material.B. Fill, Void or Cavity Material* - (Caulk) Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. Whenannular space exceeds 1/2 in. (13 mm), the min thickness of fill material is 5/8 in. (16 mm). Additional fill material to be installed such that a min 3/8 in. (10mm) crown is applied at the pipe/wall interface at the point contact location.TREMCO INC - TREMstop Intumescent Acrylic*Bearing the UL Classification Mark

Tremco Incorporated




Toll Free: 866-209-7055



®



A

A

Section A-A

2

3B

1B

3A

1A

System No. HW-D-0256July 22, 2005

Assembly Ratings - 1 and 2 hr (See Items 2 and 3)Nominal Joint Width - 1/2 in.

Class II and III movement capabilities - 25 % compression orextension (See Item 2)


Page 1 of 2

1. Floor Assembly - The fire rated fluted steel deck / concrete floor assembly shall be constructed of the materials and in the manner described in theindividual Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction featuresA. Steel Floor And Form Units* - Max 3 in. deep galv steel fluted floor units.B. Concrete - Min 2-1/2 in. thick reinforced lightweight or normal weight concrete, as measured from the top plane of the floor units.1A. Roof Assembly - (Not Shown) - As an alternate to the floor assembly, a fire-rated fluted steel deck roof assembly may be used. The roof assembly shallbe constructed of the materials and in the manner described in the individual P900 Series Roof-Ceiling Design in the UL Fire Resistance Directory. Thehourly rating of the roof assembly shall be equal to or greater than the hourly rating of the wall assembly. The roof assembly shall include the followingconstruction features:A. Steel Roof Deck - Max 3 in. deep galv steel fluted roof deck.B. Roof Insulation - Min 2-1/4 in. thick poured insulating concrete, as measured from the top plane of the roof deck.2. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in theindividual U400 and V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features:A. Steel Floor And Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of galv steel channels sized to accommodate steel studs.Ceiling runner to be provided with min 1-1/4 in. flanges. Ceiling runner secured to steel floor units or roof deck with steel fasteners or welds spaced max 12 in.OC.A1. Light Gauge Framing* - Slotted Ceiling Runner - As an alternate to the ceiling runner in Item 2A, slotted ceiling runner to consist of galv steel channelwith slotted flanges sized to accommodate steel studs (Item 2B). Slotted ceiling runner is secured to bottom of steel floor units or roof deck with steel fastenersor by welds spaced max 24 in. OC.SLIPTRACK SYSTEMS INC - SLP-TRKA2. Light Gauge Framing* - Vertical Deflection Ceiling Runner - As an alternate to the ceiling runners in Items 2A and 2A1, vertical deflection ceilingrunner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips provided with step bushings forpermanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner secured to bottom of steel floor unitsor roof deck with steel fasteners or by welds spaced max 24 in. OC.THE STEEL NETWORK INC - VertiTrack VTD250, VTD358, VTD400, VTD600 and VTD800A3. Light Gauge Framing* -Vertical Deflection Clip - (Optional) Steel clips can be used in conjunction with steel studs (Item 2B) or ceiling runner (Item2A). Clips installed over the top of studs and inserted within the ceiling runner. Clip shall be secured to the ceiling runner with No. 8 self drilling, self tappingsteel fasteners through holes provided within the clip. Clip may be secured to the stud with No. 6 pan head steel screw through holes provided within the clip.As an alternate, the legs of the clip may be installed over the top of the stud without attachment in accordance with manufacturer's installation instructions.FLEX-ABILITY CONCEPTS L L C - Three Legged Dog Deflection ClipB. Studs - Steel studs to be min 3-5/8 in. wide. Studs cut 1/2 in. to 3/4 in. less in length than assembly height with the bottom nesting in and resting on floorrunner and with the top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceilingrunner with No. 8 by 1/2 in. long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner (Item 2A2) is used,steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. OC.

Tremco Incorporated




Toll Free: 866-209-7055



®



2A2B 2C A

A

SECTION A-A

2C

3 2A

2B

1

Page 2 of 2

Reproduced courtesy of Underwriters Laboratories, Inc.See UL Fire Resistance Directory for additional information.



(UL/cUL)

®


System No. HW-D-0256July 22, 2005

Assembly Ratings - 1 and 2 hr (See Items 2 and 3)Nominal Joint Width - 1/2 in.

Class II and III movement capabilities - 25 % compression orextension (See Item 2)

Tremco Incorporated




Toll Free: 866-209-7055


C. Gypsum Board* - Gypsum board sheets installed to a min total thickness of 5/8 in. and 1-1/4 in. on each side of wall for 1 and 2 hr fire rated assemblies,respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that the gypsum boardis cut to follow the contour of the steel floor units or roof deck with a nom 1/2 in. gap maintained between the gypsum board and the steel floor units or roofdeck. In addition, the top row of screws shall be installed into the steel studs 1/2 to 1 in. below the bottom edge of the ceiling runner flange.The hourly fire rating of the joint system is dependent on the hourly rating of the wall assembly in which it is installed. The movement capability ofthe joint system is Class II and III except that when the vertical deflection clip (Item 2A3) is used, the movement capability is Class II only.3. Joint System - Max separation between bottom of steel floor units or roof deck and top of wall is 1/2 in. The joint system is designed to accommodate amax 25 percent compression or extension from its installed width. The joint system consists of the following:A. Forming Material* - (Optional) - (Not shown) - Nom 3 in. thick, min 4 pcf density mineral wool batt insulation cut into strips to fill the gap between thetop of the ceiling runner and bottom of the steel floor units or roof deck. Mineral wool cut into strips having a width equal to ceiling runner and lengthapproximately 2-1/2 in. longer than flute bottom length, then compressed into flute cavity.B. Forming Material - (Optional) - (Not shown) - In 2 Hr fire rated wall assemblies, foam backer rod friction fit into joint opening and recessed a min 5/8 in.from each surface of wall.C. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. thickness of fill material applied within joint opening on both sides of wall, flush with each surfaceof gypsum board. For 1 hr systems or in 2 hr systems where forming material (Item 3B) is not used, optional bond breaker tape may be applied to ceilingrunner on each side of wall.TREMCO INC - TREMstop Acrylic*Bearing the UL Classification Mark

Wall Opening Protective Materials (CLIV)CLIV R.13432

F Ratings - 1 and 2 Hrs. for TREMstop MP; 2 Hrs. for TREMstop Electrical BoxInserts

Reproduced courtesy of Underwriters Laboratories, Inc.See UL Fire Resistance Directory for additional information. (UL)

Page 1 of 2

TREMstop MP - Metallic Outlet Boxes (Shown above, left detail)

Type TREMstop MP moldable putty pads for use with max 4-11/16 by 4-11/16 in. flush device UL Listed Metallic Outlet Boxes installed with steel coverplates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep steel studs and constructed of the materials and in the mannerspecified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 0.2 in. thick moldable putty pads are to beinstalled to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) and completely seal against the studand gypsum board within the stud cavity. An additional 3/4 in. ball of putty pad material used to plug the end of each electrical metallic tube or conduit at itsconnection to the box. The putty pads may be installed with the release liner intact on the outside of the pad with the exception of any overlaps, in which casethe liner is to be removed from the bottom layer. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed,the horizontal separation between boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back to back.

Type TREMSTOP MP moldable putty pads for use with max 4 by 4 by 2-1/8 in. flush device UL Listed Metallic Outlet Boxes installed with steel or plasticcover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep steel studs and constructed of the materials and in the mannerspecified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 0.2 in. thick moldable putty pads are to beinstalled to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) and completely seal against and lapmin 1/2 in. onto the stud and gypsum board within the stud cavity. An additional 3/4 in. ball of putty pad material used to plug the end of each electricalmetallic tube or conduit at its connection to the box. The putty pads may be installed with the release liner intact on the outside of the pad with the exceptionof any overlaps, in which case the liner is to be removed from the bottom layer. When moldable putty pad outlet box protective material is used on boxes onboth sides of wall as directed, the horizontal separation between boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are notinstalled back to back.

Type TREMSTOP MP moldable putty pads for use with max 14-1/4 by 4-1/2 by 2-1/2 in. flush device UL Listed Metallic Outlet Boxes installed with steelcover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep steel studs and constructed of the materials and in the mannerspecified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 0.2 in. thick moldable putty pads are to beinstalled to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) and completely seal against and lapmin 1/2 in. onto the stud and gypsum board within the stud cavity. An additional 3/4 in. ball of putty pad material used to plug the end of each electricalmetallic tube or conduit at its connection to the box. The putty pads may be installed with the release liner intact on the outside of the pad with the exceptionof any overlaps, in which case the liner is to be removed from the bottom layer. When moldable putty pad outlet box protective material is used on boxes onboth sides of wall as directed, the horizontal separation between boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are notinstalled back to back.

Tremco Incorporated




Toll Free: 866-209-7055



®



Conduit (EMT)

Steel Stud

Front View

TREMstop MP

UL Listed Metallic Outlet Box

Steel Stud

Side View

2 hr Fire RatedGypsum WallAssembly

Steel Stud

Conduit (EMT)

Front View

TREMstop MP

Wood Stud

UL ListedNon-metallic Outlet

Box

Side View


TREMstop Electrical Box Insert

SteelStud

Conduit (EMT)

Front View

UL Listed Metallic OutletBox

Steel Stud

Side View


TREMstop MP - Non-metallic Outlet Boxes (Shown above, center detail)Type TREMstop MP moldable putty pads for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by CarlonElectrical Products, made of PVC and bearing a 2 hr rating under the "Outlet Boxes and Fittings Classified for Fire Resistance category in the Fire ResistanceDirectory. Boxes installed with steel cover plates, for use in 1 hr rated gypsum board wall assemblies framed with min 3-1/2 in. wide wood studs andconstructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. Min 0.2 in. thick moldable putty pads are tobe installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) including nailing tabs andcompletely seal against and lap min 1/2 in. onto the stud, gypsum board and nonmetallic sheathed cable at its connection to the box. The putty pads may beinstalled with the release liner intact on the outside of the pad with the exception of any overlaps, in which case the liner is to be removed from the bottomlayer. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between boxes onopposite sides of the wall may be less than 24 in. provided that the boxes are not installed back to back.Type TREMstop MP moldable putty pads for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by CarlonElectrical Products, made of PVC and bearing a 2 hr rating under the "Outlet Boxes and Fittings Classified for Fire Resistance category in the Fire ResistanceDirectory. Boxes installed with plastic cover plates, for use in 2 hr rated gypsum board wall assemblies framed with min 3-1/2 in. wide wood studs andconstructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. Min 0.2 in. thick moldable putty pads are tobe installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) including nailing tabs andcompletely seal against and lap min 1/2 in. onto the stud, gypsum board and nonmetallic sheathed cable at its connection to the box. The putty pads may beinstalled with the release liner intact on the outside of the pad with the exception of any overlaps, in which case the liner is to be removed from the bottomlayer. When moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between boxes onopposite sides of the wall may be less than 24 in. provided that the boxes are not installed back to back.

TREMstop Electrical Box Inserts (Shown above, right detail)TREMstop Electrical Box Inserts, for use with max 4-11/16 by 4-11/16 by 2-1/8 in. flush device UL Listed Metallic Outlet Boxes without internal clampsinstalled with steel extension rings and steel cover plates in 2 h fire rated gypsum board wall assemblies framed with min 3-5/8 in. deep steel studs andconstructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory.One 4-1/2 by 4-1/2 in. insert adhered to the interior back wall of the outlet box in accordance with the instructions supplied with the product. Installation tocomply with the National Electrical Code (NFPA 70). When protective material is used within outlet boxes on both sides of the wall as directed, the horizontalseparation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back.

Use and InstallationFor additional information on the use and installation of TREMstop Putty Pads and TREMstop Electrical Box Inserts, please see the Introduction to the WallOpening and Protective Materials (CLIV) Category in the UL Fire Resistance Directory.

Page 2 of 2



(UL)

®


Reproduced courtesy of Underwriters Laboratories, Inc.See UL Fire Resistance Directory for additional information.

Wall Opening Protective Materials (CLIV)CLIV R.13432

F Ratings - 1 and 2 Hrs. for TREMstop MP; 2 Hrs. for TREMstop Electrical BoxInserts

Tremco Incorporated




Toll Free: 866-209-7055


STANDARDDETAILS & UL

LISTINGS

UL LISTING NOTES:

1). SPECIFICATIONS AND INFORMATION IN THIS SHEET ARE FORCONTRACTOR INFORMATION ONLY. INFORMATION ARE TAKENFROM MATERIALS PUBLISHED BY TREMCO AND UL LABS WHO ARERESPONSIBLE FOR THEIR CONTENT.

2). CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITHTHE MOST CURRENT VERSION OF ALL LISTED UL SPECIFICATIONS. REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

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arch

itect

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ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

OCCUPANT LOAD= 3434 OCCUPANTS/2 EXITS = 17REQUIRED EXIT WIDTH (17 x 0.2")= 3.4"PROVIDED EXIT WIDTH= 45"

OIL


N.I.C.


N.I.C.



DINING ROOM



BACK KITCHEN

FRONT KITCHEN

WALK-IN FREEZER

WALK-INCOOLER


FE

FE

FE

60 49

48

MOSTREMOTEPOINT

TRA

VE

L D

ISTA

NC

E 3

9' -

0"

K

1

1

OCCUPANT LOAD= 3434 OCCUPANTS/2 EXITS = 17REQUIRED EXIT WIDTH (17 x 0.2")= 3.4"PROVIDED EXIT WIDTH= 33"

68

2 2

B BB

A A

2 2

2

LS-1

LIFE SAFETYPLAN & NOTES

NOTE:

FE DENOTES 5LB ABC FIRE EXTINGUISHER

LIFE SAFETY NOTES

1. CONTRACTOR TO FIELD VERIFY THE PRESENCE OF A DUCT SMOKE DETECTOR & THAT IT IS INCOMPLIANCE WITH IBC 2012 MECHANICAL SECTION 606 AND NFPA 90A.2. REQUIRED "PRELIMINARY SMOKE / LIFE SAFETY SYSTEM TEST": G.C. TO COORDINATEEXECUTION WITH HVAC SUB , LIFE SAFETY MONITOR SUB - PRIOR TO CONTACTING ANDSCHEDULING FINAL SMOKE TEST WITH THE CITY.3. PER HFPA CH. 37.2.5.10: EXIT ACCESS SHALL BE PERMITTED TO PASS THROUGHSTOREROOMS PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET:A - NOT MORE THAN 50 PERCENT OF EXIT ACCESS SHALL BE PROVIDED THROUGH THESTOREROOMB - THE STOREROOM SHALL NOT BE SUBJECT TO LOCKINGC - THE MAIN AISLE THROUGH THE STOREROOM SHALL NOT BE LESS THAN 44 in. (112 cm) WIDED - THE PATH OF TRAVEL THROUGH THE STOREROOM, DEFINED WITH FIXED BARRIERS, SHALL BEDIRECT AND CONTINUOUSLY MAINTAINED IN AN UNOBSTRUCTED CONDITION.4. PROVIDE (1) TYPE-ABC FIRE EXTINGUISHER FOR EACH 2,500 S.F. AND NOT

MORE THAN 75 FEET APART.5. FIRE EXTINGUISHERS SHALL BE PLACED BY ALL EXIT DOORS AND SHALL BE VISIBLE AND

ACCESSIBLE AT ALL TIMES DURING REMODELING.6. ALL EXIT WAYS SHALL BE KEPT FREE AND CLEAR FOR EXITING AND ENTERING PURPOSES.

FEDENOTES 5LB ABC FIRE EXTINGUISHERW/ SEMI-RECESSED CABINET

FEDENOTES 2.5 GA CLASS K FIREEXTINGUISHER

K

LITHONIA LIGHTINGEXIT LIGHTCATALOG NUMBER: EXR-LED-EL-M6UPC: 784231874738DESCRIPTION: RED EXIT WITH BACKUPBATTERYWATT: 2; VOLT: 120/277

LITHONIA LIGHTING24" X 24" LED RECESSED TROFFERBATTERY BACKUPEMERGENCY LIGHT

LIGHTING SPECIFICATION NOTES

· ALL LIGHT FIXTURES SHALL BE FURNISHED ON NEW JUNCTION BOXES.· ALL LIGHTING TO BE PURCHASED FROM NEEDHAM ELECTRIC..

LITHONIA LIGHTING24" X 48" LED RECESSED TROFFERBATTERY BACKUPEMERGENCY LIGHT

FIXTURE LEGEND

EMERGENCY FULL CUTOFF WALL

PACK (CEILING MOUNTED)

OUTDOOR EMERGENCY CANOPY

FIXTURE

A

B

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

1SCALE

1/4" = 1'-0"LIFE SAFETY PLAN

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

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ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

LITHONIA LIGHTINGCEILING MOUNTED EMERGENCY LIGHTNI-CAD BATTERYELM2 LED (WHITE)120 V1.44 W

NEEDHAM ELECTRIC

SHEET KEYNOTES

1G.C. TO VERIFY IF EXISTING INTERIOR EXIT LIGHTS ARE IN GOOD WORKINGCONDITION. REPLACE IF NECESSARY, TO MATCH EXISTING, OR AS SCHEDULED.

2(E) EXTERIOR EMERGENCY LIGHTS. G.C. TO VERIFY IF ARE IN GOOD WORKINGCONDITION. REPLACE IF NECESSARY, TO MATCH EXISTING, OR AS SCHEDULED.

X

NORTH

1


N.I.C.


N.I.C.




11

3

3

4

4

10

2

2

9

8

56

7

7

56

712

13

14

5

D-1

DEMOLITIONPLAN, NOTES &

LEGEND

SCALE

1/4" = 1'-0"DEMO PLAN

DEMO CONTRACTOR NOTESDEMO CONTRACTOR IS GENERALLY RESPONSIBLE, BUT NOT LIMITED TO THE FOLLOWING:A. WALL, FRAMING & FINISH REMOVALB. REMOVAL OF EXISTING FLORING MATERIAL DOWN TO BARE CONCRETE DECKC. COMPLETE REMOVAL OF STOREFRONT & WALL SYSTEMSD. REMOVAL OF WALLS, LOCKERS & OTHER EQUIPMENT FROM LEASE LINEE. REMOVAL OF EXISTING PLUMBING FIXTURES & PIPES CAPPED BELOW OR INSIDE OF

WALLS TO REMAINF. REMOVAL OF ANY EXISTING MISC. WALLS & DOORS NOT NOT SHOWN IN PLANS, TO

PROVIDE A CLEAN & UNOBSTRUCTED SPACE.G. REMOVAL OF ALL MEP OR ELECTRICAL EQUIPMENT NOT BEING RE-USED, AS

INDICATED IN PLANS. INCLUDING CONDUIT, J-BOXES, WIRING, ETC. BACK TOLANDLORDS POINT OF CONNECTION.

H. REMOVAL OF ALL EXISTING CABINETRY, FURNITURE, & EQUIPMENT NOT BEING USED(AS INDICATED IN PLANS) ALONG W/ ANY MISC. ITEMS ATTACHED THERETO

I. REMOVAL OF EXISTING LIGHT FIXTURES & SALVAGE THOSE INDICATED IN PLANSJ. REMOVAL OF ALL HARD CEILING, GRIDS, & ALL OTHER CEILING SYSTEMSK. REMOVAL OF ALL A/C DUCT WORK & DEFUSERS, EXCEPT FOR MAIN TRUNK LINEL. ALL FIRE DETECTION, SPEAKERS, WIRING, ECT.

DEMOLITION LEGEND

EXISTING TO REMAIN

EXISTING TO BE REMOVED

1. THIS PORTION OF THE WORK TO INCLUDE ALL LABOR, MATERIALS AND SERVICESNECESSARY FOR ALL DISMANTLING, DEMOLITION AND SALVAGE AS SHOWN ONTHE DRAWING AND SPECIFIED HEREIN.

2. DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THEAPPLICABLE SAFETY REQUIREMENTS OF THE LANDLORD, CITY AND STATE OFTHE PROJECT, THE ASSOCIATED GENERAL CONTRACTOR'S MANUAL OFACCIDENT PREVENTION ON CONSTRUCTION, LATEST EDITION, AND THEAPPLICABLE REQUIREMENTS OF THE LOCAL BUILDING CODE.

3. ALL REQUIRED BUILDING AND OTHER PERMITS IN CONNECTION WITH THECONSTRUCTION AND COMPLETION OF THE TENANT'S WORK IS THE SOLERESPONSIBILITY OF THE TENANT / TENANT'S CONTRACTOR(S).

4. CONTRACTOR TO VISIT THE SITE TO DETERMINE DEMOLITION REQUIREMENTS.FAILURE OF CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLEINFORMATION CONCERNING CONDITIONS WILL NOT RELIEVE HIM FROM THERESPONSIBILITY FOR ACCURATELY ESTIMATING THE DIFFICULTY OR THE COSTOF THE WORK.

5. GC MUST VERIFY CONDITIONS FOR ALL DEMISING WALLS. PATCH AND REPAIRAS NECESSARY. FIRE SEPARATION BETWEEN TENANTS MUST COMPLY WITH ALLLOCAL CODES. ALL DEMISING WALL WORK TO BE DONE PRIOR TO INTERIORCONSTRUCTION DEMISING WALLS SHALL BE 1-HOUR RATED, PATCHED AND FIRESTOPPED AS REQUIRED. NONMETALLIC PIPES PENETRATING DEMISING WALLSSHALL USE ATTACHED FIRE COLLAR.

6. THE EXISTING CONCRETE SLAB SHALL BE WELL PREPARED TO RECEIVE NEWFLOORINGS.

7. ALL MATERIALS USED IN THE CONSTRUCTION OF THE SPACE MUST BEASBESTOS FREE.

8. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIESWITH PLANS IN RELATION TO EXISTING FIELD CONDITIONS.

9. IT IS THE TENANT / TENANTS CONTRACTOR RESPONSIBILITY TO FIELD VERIFYALL EXISTING CONDITIONS AND DIMENSIONS.

10. IF ANY EXISTING FIRE PROOFING OR FIRE ASSEMBLIES TO REMAIN AREDAMAGED DURING DEMOLITION, THEY SHALL BE REPAIRED TO CONFORM TOTHE ORIGINAL FIRE PROTECTION REQUIREMENTS. CONTACT ARCHITECT TOVERIFY UL ASSEMBLIES TO BE USED FOR REPAIRS.

11. REFER TO MECHANICAL, PLUMBING, FIRE PROTECTION, COMMUNICATIONSINFORMATION SYSTEMS AND ELECTRICAL DRAWINGS FOR EXTENT ANDLOCATION OF CHANNELING OF EXISTING FLOOR SLAB. IF EXISTING PIPING ORCONDUIT WORK (OTHER THAN THE DESIRED CONNECTION) IS ENCOUNTEREDWHILE CHANNELING, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORECONTINUING

12. THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION OF EXISTING WALLSMEETS THE FIRE PROTECTION RATING DESIGNATED ON THESE DRAWINGS. HESHALL ALSO MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO BRINGEXISTING WALLS, FLOORS, DUCTS, ETC. UP TO THE PROPER INDICATED FIREPROTECTION RATING. DOORS AND FRAMES NOT MEETING RATINGREQUIREMENTS OR BEARING PROPER LABELS SHALL BE REPLACED.

DEMOLITION NOTES

DEMOLITION KEYNOTES

1

ALL (E) WALLS, DOORS AND STORE FRONT TO REMAIN U.N.O. G.C. TO PATCH ANDREPAIR ADJACENT WALLS AFFECTED BY DEMOLITION. G.C. TO PROTECT TENANTSEPARATION WALL DURING CONSTRUCTION AND MAINTAIN FIRE RATINGTHROUGHOUT CONSTRUCTION PROCESS.

2 (E) PARTITION WALL TO BE REMOVED.

3(E) 3 COMPARTMENT SINK AND HAND SINKS TO BE SALVAGED AND REUSED. G.C.TO STORE IN SAFE AREA TO PROTECT DURING DEMOLITION. REFER TO SHEET A-1FOR RELOCATION AND PLUMBING PLANS FOR DETAILS.

4 (E) PLUMBING FIXTURES AND SINKS TO BE REMOVED.

5 (E) FLOORING AND WALL FINISHES TO BE REMOVED. G.C. TO PREPARE SLAB ANDWALLS TO RECEIVE NEW FINISHES. REFER TO SHEET A-3 FOR NEW FINISHES.

6(E) TOILETS, SINKS, AND BATHROOM FIXTURES TO BE SALVAGED AND REUSED.G.C. TO STORE IN SAFE AREA TO PROTECT DURING DEMOLITION. REFER TOSHEET A-1 FOR RELOCATION AND PLUMBING PLANS FOR DETAILS.

7G.C. TO MODIFY CEILING ACCORDINGLY. REFER TOP SHEET A-2 FORMODIFICATIONS AND DETAILS.

8 (E) ELECTRICAL PANELS TO REMAIN

9 (E) WATER HEATER AND CEILING PLATFORM TO BE REMOVED. REFER TOPLUMBING PLANS FOR LOCATION OF NEW WATER HEATER.

10 (E) GREASE INTERCEPTOR TO REMAIN.

11G.C. TO MODIFY (E) PLUMBING ACCORDING TO PLUMBING PLANS. G.C. TO CAPAND SEAL FLOOR DRAINS WHERE NECESSARY.

12 G.C. TO KEEP ACCESS PANEL TO PLUMBING VALVES INSIDE (E) WALL.

13 G.C. TO REMOVE (E) EXTERIOR DOOR HARDWARE AND LOCK PERMANENTLY.

14 (E) HAND SINK TO REMAIN.

EXISTING TENANT SEPARATION WALL

1

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

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w.la

skya

rchi

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.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

NORTH

A

INSTALL PERMANUFACTURER

2"

1'-0

"1'

-2"

4'-1

0"

9" 6"

E1

2

1

1


N.I.C.


N.I.C.

EXISTING EXTERIOR SERVICE CORRIDOR


DINING ROOM



BACK KITCHEN

FRONT KITCHEN


2

11

11

3

5

7

9

7

10

7

4

3

4

E2

E3

E4

E4

01

2

2

3

6

8

23'-0

"

13'-7

"2'

-1"

1'-9"

6'-4"

9'-1

1"

10'-6"

12'-1

1"15

'-6"

4'-5" 6'-6"

CL

6'-1

1"

2'-5

" 4'-2"5"

14'-2"V.I.F.

V.I.F.

A-1

FLOOR PLAN,NOTES &

SCHEDULES

1SCALE

1/4" = 1'-0"FLOOR FRAMING PLAN

HARDWARE SCHEDULE

BB

SILENCERSHINGES

31-1/2 PAIR

CLOSER INGERSOLL RANDLCN CLOSERS4000 SERIESUS26D

WALL STOP BEST SOURCE

SCHLAGEAL SERIESSTYLE: JUPITER #626#AL40SFINISH: #626 SATINCHROME PLATED

KICK PLATE BEST SOURCE

AA SEE FOOD SERVICE EQUIPMENT SCHEDULE, ITEM F5

CC

SILENCERSHINGES

31-1/2 PAIR

CLOSER INGERSOLL RANDLCN CLOSERS4000 SERIESUS26D

WALL STOP BEST SOURCE

SCHLAGEAL SERIESSTYLE: JUPITER #626#AL40SFINISH: #626 SATINCHROME PLATEDLOCK SET -

OFFICE FUNCTION

PRIVACY LOCKSET

KICK PLATE BEST SOURCE

12 MAX

12 MAX

S-3ALUM. TRANSITIONAL THRESHOLD COMPLYING TO THEACCESSIBILITY CODE

S-2MARBLE THRESHOLD COMPLYING TO THE ACCESSIBILITY CODE

GENERAL DOOR NOTES1. DOOR HARDWARE SHALL HAVE LEVER-OPERATED OR PUSH TYPE MECHANISMS.2. DOORS IN EXITS SHALL NOT BE SUBJECT TO THE USE OF A KEY FOR OPERATIONFROM THE INSIDE OF THE BUILDING.3. ALL GLASS IN DOORS SHALL BE TEMPERED ( T )

METAL STUD LIMITING HEIGHTS (FT.)STUD SIZE GAUGE SPACING

212" 25 16"

MAX. HEIGHT NOTES

358" 25 16"

358" 22

358" 20

358" 18

358" 16

16

18

20

22

256"

6"

6"

6"

6"

16"

16"

16"

16"

16"

16"

16"

16"

16"

NOTES:1. NON-LOAD BEARING2. 5# LATERAL LOAD3. L/360 DEFLECTION

9'-10"

12'-4"

13'-7"

14'-3"

16'-7"

17'-9"

17'-11"

20'-3"

21'-4"

23'-8"

25'-5"

NOTES:THIS SCHEDULE SUPERSEDEWALL TYPE SCHEDULE.

WALL PARTITION LEGEND

NEW INTERIOR PARTITION

EXISTING WALL/PARTITIONTO REMAIN

HEADER/WALL ABOVE

TENANT SEPARATION WALL

DOOR STYLE

12 MAXS-1

ALUM SADDLE COMPLYING TO THE ACCESSIBILITY CODE

SADDLE/ THRESHOLD TYPES

6" ABOVE CLG.

TO UNDERSIDE OF STRUC.

5/8" DRYWALL EACH SIDE

WALL TYPE SCHEDULE

41 2

3-5/8" STUD

STUD SPACING 16" O.C.

WALL TYPE

6" STUD

TO UNDERSIDE OF STRUC.

20 GAUGE

5/8" DRYWALL ONE SIDE

5/8" PURPLE BOARD - EACH SIDE

INSULATION (R4.5, R11, R19)

NOTES

FIRE RATING (1hr, 2hr, 3hr, 4hr)

INS

.FR

AM

ING

D.W

.

3

25 GAUGE

SPAN HEIGHT OF NEW WALL

6" ABOVE CLG.

SOUND ATT. BLANKETS (2.5", 3.5", 5.5")

5/8" DRYWALL TYPE "X" EACH SIDE

STUD SPACING 12" O.C.

18 GAUGE

8" CONCRETE BLOCK

1-1/2" STUD

7/8" HAT TRACK

5/8" DRYWALL - TYPE X - ONE SIDE

X

LEGEND: E = EXISTING = NEW

GENERAL NOTES: GC TO PROVIDE BLOCKING FOR ALL WALL MOUNTEDEQUIPMENT/ACCESSORIES. REFER TO DETAIL ON CS-2.

NOTES:a. PROVIDE FIRE SEALS AT DECK/WALL AND AT ALL PENETRATIONS.b. VERIFY IN FIELDc. TO MATCH EXISTING ADJACENT WALL

5 6 7

SHEET KEYNOTES1 (N) HOOD, REFER TO MECHANICAL PLANS FOR DETAILS.

2 (N) HEADER WALL ABOVE, SEE SHEET A-2 FOR DETAILS.

3(E) ELECTRICAL PANEL LOCATION, REFER TO ELECTRICAL PLANS FORDETAILS.

X

DOOR # STYLEFRAME

REMARKSHARDWARE

DOOR & FRAME SCHEDULE

NOTES: 1. ALL HARDWARE PACKAGES TO BE REVIEWED W/ OWNER PRIOR TO ORDERINGINCLUDING DESIGNATED LOCKS/DEADBOLTS.

DIMENSION

(E) = EXISTING

LEGEND: H.C. = HOLLOW CORE WOOD S.C. = SOLID CORE WOOD H.M. = HOLLOW METAL S.P. = SOLID PLASTIC LAM. = LAMINATE LOUV. = LOUVERCOAT. DOORS THAT OPEN ONTO &/OR EXPOSED TO SALES FLOOR SHALL BE PAINTED TO MATCH ADJACENT WALL.

NOTES:1) ALL EXTERIOR DOORS (INCLUDING EXISTING) SHALL BE SELF-CLOSING AND RODENT PROOF.2) ELIASON CORP SCP-8 SWING DOOR NEVEMAR ALROO3T RED HOT ILLUSION BOTH SIDES - 9X14 CLEAR WINDOW 3/4 SOLID CORE LAMINATED 36" X 84 OPENING (VERIFY) FOR 35 3/8" X 82 1/2" DOOR

X

SPACEDOOR

THICKNESS MAT'L MAT'L FINISHFINISH

E

DOUBLE ACTION DOOR, SEE DOOR NOTE #2INSTALL PERMANUFACTURERA (1) 3'-0" X 7'-0" H.M.KITCHEN 1" S.C. LAM.

TO UNDERSIDE OF CEILING

2HR

5/8" PURPLE BOARD - ONE SIDE

9'-6" HEIGHT

b

E1 (E) FRONT ENTRANCE EXISTING TO REMAIN

01

3'-6" HEIGHT

EXISTING

PNT-5.

DD

SILENCERSHINGES

3

CLOSER HAGER P/N5400-MLT-04-ALM-BCK

VONDUPPIN99L

KICK PLATE

PANIC HARDWARE

1-1/2 PAIRHAGER P/NECBB1100 USP

34" W X 8" H16 GA. STAINLESSSTEEL W/ #4BRUSHED FINISH

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

E2 (E) FRONT ENTRANCE EXISTING TO REMAIN, ALL EXTERIOR HARDWARE TO BE REMOVED AND DOOR SHOULDBE PERMANENTLY LOCKED.

EXISTING

E3 (E) REAR ENTRANCE EXISTING TO REMAINEXISTING

E4 (E) RESTROOMS EXISTING TO REMAINEXISTING

SPAN HEIGHT/WIDTH OF OPENING

9'-6" HEIGHT

E

E

E

E

E

E

b c

E

E E E E E

E E E E

E E

E E

E

E E E

E

E

E

E E

E

8 9 10 11

E

E

E

E

c

E

E

NORTH

T3A

C1

6A-4

OIL


N.I.C.


N.I.C.


DINING ROOM



BACK KITCHEN

FRONT KITCHEN

WALK-INFREEZER

WALK-INCOOLER


T3

C1

C1 C1

C1 C1

C1 C1

C1 C1

C1 C1

C1 C1

C1 C1

C1 C1

C1 C1

T3A

C1

T3

C1

C1 C1

T1AT1

C1

C1

C1

C1

C1

C1

C2C2C2C2

C2

C2

C2 C2

C2

C2

49A

51

53

T3AT3

T1AT1

T3AT3

T1AT1

T3AT3

T3AT3

1

4

33A

3B

7

7

7

55D

5B

5A

6

60

6B

6C

88A

8B

58

54

55

4520

59

14

66B

6C

57

1213

13C13A

12A

2 3A

2 3A

3411

11A52

35A

49

5A-4

40

35

39

23

21

10.143

1A-4

2A-4

3A-4

4A-4

1926

26A26B

2424A

24B

16

15

36

33.4

47

44

43

33.3

2727A

50

42

17

33.233.3

32

33

3029

33.133.3

48

3737A

43

4646A

38

C

3A

A

I

F

H

J

E

B

C

A

F

H

J

E

I

25

D

D


G

G

A-1.1

EQUIPMENTPLAN &

SCHEDULE

1SCALE

1/4" = 1'-0"EQUIPMENT PLAN

NOTES:1. PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT.2. MEP DRAWINGS TAKE PRECEDENCE OVER THIS SCHEDULE IN ANY EQUIPMENT MANUFACTURER OR MODEL NUMBER DISCREPANCIES. .3. THIS SCHEDULE TAKES PRECEDENCE OVER MEP DRAWINGS IN ANY RESPONSIBILITY DISCREPANCIES.4. NOT USED ITEMS HAVE BEEN NOTED.5. ALL EQUIPMENT SHALL COMPLY WITH NSF STANDARDS, OR EQUIVALENT.6. ALL SNEEZE GUARDS SHALL MEET THE NSF II STANDARD.7. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION.

NOTES:1. VENDOR TO SUPPLY 1- S.S. COAT HOOK INSIDE OF EACH

RESTROOM DOOR -G.C. TO INSTALL- BROBRICK B-6702. G.C. TO PROVIDE F.R.P.T. BLOCKING IN WALLS/CEILING AS REQ'D.,

FOR ALL ITEMS.3. (E) EXISTING TO REMAIN.

HANDDRYER

FAUCET

TRASHRECEP.

MIRRORFRAME

SYM. TYPE MFG. / MDL. DESCRIPTION

TOILET

GRAB BARS

TOILETTISSUE

DISPENSER

EXISTING TOREMAIN

SINK

SOAPDISPENSER

RESTROOM ACCESSORY ANDPLUMBING FIXTURE SCHEDULE

URINAL

C1

CODE QTY. SPECIFICATION

C2

CHAIRS

TABLE TOPS

*ALL CHAIRS AND STOOLS TO BE PURCHASED BY:EQUIPMENT VENDOR*ALL CHAIRS AND STOOLS TO RECEIVE CLEAR SELF LEVELINGNEOPRENE GLIDES.

NOTE: SUPPLIER TO VERIFY QUANTITY WITH OWNER PRIORTO ORDERING. ADDITIONAL CHAIRS MAY BE NEEDED FORREPLACEMENT.

TABLE TOPS:

ALL T-1 TABLES TO BE 24 X 24 - 30" O.A.H.1-1/2" THICK BUTCHER BLOCK MAPLE TOP BY JOHN BOOSSOURCE PARAMOUNTMODEL: #RTM58-M, EDGE GRAIN WITH TUFF-VAR FINISHBASE:GAR PRODUCTS, #922, BLACK TEXTURED 3" DIA COLUMNNEOPRENE GLIDES

ALL T-2 TABLES TO BE 24 X 24 -42" O.A.H.1-1/2 THICK BUTCHER BLOCK MAPLE TOP BY JOHN BOOSSOURCE: PARAMOUNTMODEL: #RTM65-M, EDGE GRAIN WITH TUFF-VAR FINISHBASE: GAR PRODUCTS, #902, 3" BAR HEIGHT COLUMN AND FOOTRINGS.CLEAR SELF LEVELING NEOPRENE GLIDES.

ALL T-3 TABLES TO BE 24 X 48 - 30" O.A.H.1-1/2 THICK BUTCHER BLOCK MAPLE TOP BY JOHN BOOSSOURCE: PARAMOUNTMODEL: #RTM66-M, EDGE GRAIN WITH TUFF-VAR FINISHBASE: GAR PRODUCTS, #922, BLACK TEXTURED 3" DIACOLUMNNEOPRENE GLIDES

SOURCE: BY EQUIPMENT VENDORNUMBERS SHOWN ARE FOR TOPS SHOWN ON PLAN ONLY AND DO NOTACCOUNT FOR OVERAGE REQUIRED BY OWNER. PLEASE VERIFY TOTALNUMBER OF TABLES WITH OWNER.

30

10

ITEM: OCEANIC II ALUMINUM SIDE CHAIRFINISH: SATIN ALUMINUM

ITEM: REGAL BELIMEBACKLESS METAL SWIVELHEIGHT: 34" O.A.H.

*ALL TABLE TOPS AND CHAIRS TO BE PURCHASED BY: SUPPLIED& FURNISHED BY EQUIPMENT VENDOR

BENCHES

FURNITURE SCHEDULE

*ALL MATERIALS TO MEET FIRE CODES*DEALER RESPONSIBLE FOR FIELD DIMENSIONS AND TOSUPPLY SHOP DRAWINGS FOR APPROVAL*ALL BENCHES TO BE STAINED (STN-1)*ALL BENCHES TO RECEIVE CLEAR SELF LEVELINGNEOPRENE GLIDES

BENCHES TO BE PURCHASED FROM EQUIPMENT VENDOR

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

BOBRICKB-43644

FURN. & INST. BY G.C. BRUSHEDSTAINLESS STEEL FINISH

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

EXISTING TOREMAIN

NORTH

B BB

A A


N.I.C.


N.I.C.



DINING ROOM



BACK KITCHEN

FRONT KITCHEN

WALK-IN FREEZER

WALK-INCOOLER


3'-4"

11"

2'-1"

1'-0

"

7"

1'-10"

1'-10"

1'-2

"

10"

3'-0

"

2'-0

"3'

-1"

3'-4

"2'

-8"

3'-0

"2'

-5"

2'-9

"2'

-2"

4'-2

"

1'-5"

1'-0"4'-0" 6'-0" 6'-0" 1'-10"4'

-0"

6'-0

"TY

PU

.N.O

.

7'-4

"

4'-0"4'-0" 4'-0" 5'-7"1'-10"

ACT-3

+8'-0"A.F.F.

ACT-3

+8'-0"A.F.F.

ACT-2

+11'-0"A.F.F.

ACT-2

+9'-6"A.F.F.

+9'-0"HEADER

4CS-2

+8'-0"HEADER

+9'-0"A.F.F.

HOOD

OPEN CEILING

1

2

3

12'-2

"

9'-8

"

EXISTINGCEILINIG

4" 1'-10" 6'-0" 6'-0" 4'-0" 1'-10"

6'-0

"TY

PU

.N.O

.

56

A-2

REFLECTEDCEILING PLAN &

SCHEDULES

CODE

REFLECTED CEILING SCHEDULE

DESCRIPTION SPECIFICATION

ACT-2ACOUSTICALCLG TILE

USG INTERIORS, ACOUSTICAL CEILING TILEITEM: #3270 (WASHABLE)COLOR: WHITEDIMS: 24" X 48" X 1/2"GRID: DONN DX/DXLCOLOR: WHITE

ACT-3ACOUSTICALCLG TILE

USG INTERIORS, ACOUSTICAL CEILING TILEITEM: #3260DIMS: 24" X 24" X 1/2"COLOR: WHITEGRID: DONN DX/DXLCOLOR: WHITE

SYMBOL/CODE SOURCESPECIFICATIONS

LIGHTING SCHEDULE

LITHONIA LIGHTINGRECESSED DOWNLIGHTCATALOG NUMBER: 6BPMW 27K 90CRIDESCRIPTION: 6" BAFFLE LED MODULE,MATTE WHITE

NEEDHAM ELECTRIC

FRONT LAMPING OPEN BACK SPOT LIGHTSCATALOG NUMBER: T689BLFINISH : BLACKLAMP: 35-75W PAR30

TRACK HEAD: T8BL; TRACK CIRCUIT: T38BL8'-0" TRAC SECTIONFINISH: BLACK

LITHONIA LIGHTINGEXIT LIGHTCATALOG NUMBER: EXR-LED-EL-M6UPC: 784231874738DESCRIPTION: RED EXIT WITH BACKUPBATTERYWATT: 2; VOLT: 120/277

LITHONIA LIGHTING24" X 24" LED RECESSED TROFFERCATALOG #: 2GTL2 347 LP840LENS TYPE: PATTERNED #12 ACRYLICWATT: 39.6; VOLT: 347UPC: 820476012259

EXHAUST FAN/LIGHT COMBINATION

LIGHTING SPECIFICATION NOTES

· ALL LIGHT FIXTURES SHALL BE FURNISHED ON NEW JUNCTION BOXES.· ALL LIGHTING TO BE PURCHASED FROM NEEDHAM ELECTRIC

P

ACT-1 ACOUSTICALCLG TILE

USG INTERIORS, ACOUSTICAL CEILING TILESTYLE: RADAR CLIMA PLUS #2220-090COLOR: SANDSTONEDIMS: 24" X 24" X 3/4" PANELSGRID: DONN DX/DXLCOLOR: GREG PIELECH 203-239-7448

LITHONIA LIGHTING24" X 48" LED RECESSED TROFFERCATALOG #: 2GTL4 347 LP840LENS TYPE: PATTERNED #12 ACRYLICWATT: 39; VOLT: 347UPC: 820476015021

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

NEEDHAM ELECTRIC

1SCALE

1/4" = 1'-0"REFLECTED CEILING PLAN

EXISTING TO REMAIN

EXISTING TO REMAIN

A

B

BOCKLIGHTING

PENDANT LIGHT

SERIES: SN910

SIZE: 10" DIA., 9" HT (GALVINIZED STEEL)

MAX WATTAGE: 200W

LAMP TYPE: MED, INCANDESCENT BASE

STEM 640-(

50

75

) = 28" STEM (GALVINIZED STEEL)

BOCKLIGHTING

PENDANT LIGHT

SERIES: SN910

SIZE: 10" DIA., 9" HT (GALVINIZED STEEL)

MAX WATTAGE: 200W

LAMP TYPE: MED, INCANDESCENT BASE

STEM 640-(

50

75

) = 28" STEM (GALVINIZED STEEL)

U.O. FIXTURE TO BE MOUNTED AT: 5'-6" A.F.F.

SEA GULL LIGHTINGTHREE LIGHT PENDANTMODEL: 65062-962FINISH: BRUSHED NICKEL (962)DIMENSIONS: 16-1/4 DIA. X 10" HTU.O. FIXTURE TO BE MOUNTED AT: 7'-6" A.F.F.SHADE: GLASS, CLEAR RIBBEDDIFFUSER: GLASS, CLEAR TEXTURED

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AESHEET KEYNOTES

1 U.O. FIXTURE TO BE MOUNTED AT: 8 ' - 0 " A.F.F. TYP.

2 U.O. FIXTURE TO BE MOUNTED AT: 10 ' - 0 " A.F.F. TYP.

3 OPEN CEILING IN DINING ROOM TO BE PAINTED BLACK: 10' - 0 " A.F.F.

X

LITHONIA LIGHTINGCEILING MOUNTED EMERGENCY LIGHTNI-CAD BATTERYELM2 LED (WHITE)120 V1.44 W

NEEDHAM ELECTRIC

NORTH

PNT-2

CT-1

CMC-1

WALL TYPE "A" WALL TYPE "B" WALL TYPE "C" WALL TYPE "D"SEE NOTE 3

WALL TYPE "E" WALL TYPE "F"

PNT-2

PLAM-1

6"3'

-113 4"

6"5'

-101 4"

6"5'

-101 4"

6"5'

-101 4"

6"6'

-21 4"

6"5'

-101 4"

PNT-2

PNT-1

WD-1

CMC-1

PNT-2

CT-2

CT-1

CMC-2

PNT-2

PNT-1

WD-1

CHR-1

PNT-1

WD-1

STS-1

PNT-2

PNT-1 PNT-1 PNT-1

WALL TYPE "G"

6"

FRP-1CT-2

WALL TYPE "H"

6"

PNT-2

CMC-2CMC-1 CMC-2 CMC-1 CMC-2

(E) MEN'S ACCESSIBLERESTROOM

ALL WALLS TYPE "A"

CMC-1

G.C. TO PAINT P-2 ABOVE STORE FRONT SYSTEM

PLAM-1

CCB-1

PLAM-2

CG-1

CCB-1

BACK KITCHENALL WALLS TYPE "G" THIS ROOM ONLY

CMC-2

F


N.I.C.


N.I.C.





ALL WALLS TYPE "A"

CMC-1

FRONT KITCHEN

CMC-2

DINING AREA

CMC-1

B D

DB

B

B

D

DC

CE

C

C

CMC-1CMC-2

PLAM-1

CCB-1

PLAM-2

CG-1

CCB-1

HO

OD

+/-

9'-0

"

B

B

B

A-3

FINISH PLAN,SCHEDULES &

WALL DIAGRAMS

1SCALE

1/4" = 1'-0"FINISH PLAN

2SCALE

NTSWALL FINISH DIAGRAM

BENJAMIN MOORECOLOR: COUNTRY REDWOODFINISH: AURA SEMI GLOSS

PAINT

PAINT BENJAMIN MOORECOLOR: 1137 SYCAMOREFINISH: EGGSHELL LATEX

PAINTBENJAMIN MOORECOLOR: BONE WHITE INTERIORREADY MIXEDFINISH: SATIN IMPERVO SEMI GLOSS

PAINT BENJAMIN MOORECOLOR: HC-79 GREENBRIER BEIGEFINISH: FLAT LATEX

WAINSCOTE &TRIM

GWBUPPER WALLS

& SOFFIT

VERTICALCASEWORK

CEILING

RESTROOMDOORS

PAINTBENJAMIN MOORECOLOR: COUNTRY REDWOODFINISH: LOW LUSTER METAL ALKYD

B.O.H. EXITDOOR

PAINT BENJAMIN MOORECOLOR: BRILLIANT WHITEFINISH: LOW LUSTER METAL ALKYD

SPECIFICATIONDESCRIPTION

PAINT FINISH SCHEDULE

CODE

CONTACT: JIM GORMAN PH: 201-949-6354

1. ALL INTERIOR FLOOR, WALL & CEILING FINISHES & FURNISHINGS SHALL HAVE AFLAME & SMOKE SPREAD CLASSIFICATION "C" OR BETTER.

2. SEE A-1.1 FOR MILLWORK LOCATIONS AND BASE DETAILS ON SHEET A-4

3. G.C. TO MODIFY CHR-1 HEIGHT LOCATION WITH TABLE TOP HEIGHTS.

CERAMIC TILEDINING/

RESTROOMFLOORS

KITCHENPREP

FLOORS

CERAMIC TILE

SPECIFICATIONDESCRIPTION

FLOOR/BASE SCHEDULECODE

CREATIVE MATERIALS CORPORATIONOBIDOS RICE GRAIN8" X 8" CROSS TREADGROUT: CMC EZPOXY (100% SOLIDS)14# KIT - FRENCH GRAY H142CONTACT:[email protected]: 1.800.207.2967 EXT. 9292

CREATIVE MATERIALS CORPORATIONCMC FLINT BLACKDIM: 12" X 12"GROUT: CMC EZPOXY (100% SOLIDS)14# KIT - FRENCH GRAY H142CONTACT:[email protected]: 1.800.207.2967 EXT. 9292

VINYLCOVE BASEINTERIOR

FRONT LINEONLY

ARMSTRONG4" COMMERCIAL WALLBASEITEM: #60 JET BLACKAT MILLWORK

INTERIORWALL BASE

COVE BASECREATIVE MATERIALS CORPORATIONOBIDOS COVE BASEDIM: 6" X 12"*NOTE: COVE BASE IS OPTIONAL EXCEPT WHERE REQUIRED BY HEALTH DEPARTMENT CODECONTACT:[email protected]: 1.800.207.2967 EXT. 9292

KITCHEN

STAINCLEAR NATURAL SEMI-GLOSS PROVIDE SAMPLE TODESIGNER

4' X 8' STAINLESS STEEL SHEETPATTERN: 6" VERTICAL PLEATEDFINISH: SATIN STAINLESSBY CAPTIVE AIRE

STAINLESSSTEELPANEL

EQUIPMENT VENDOR

GLASS: 1/4" TEMPERED WITH POLISHED EDGES3/4" RADIUSED CORNERS*SEE ELEVATIONS FOR SPACING REQUIREMENTS

SNEEZEGUARD &GLASS KIT

CREATIVE MATERIALS CORPORATIONOBIDOS INSIDE/OUTSIDE CORNER 1" X 6"APPLIED WITH EPOXY EXTENT TO RUN FROMBOTTOM OF CAP TO TOP OF BASE -SEE ELEVATION

CORNERGUARDS

WILSONART SOLID SURFACECARMEL MELANGE

SOLIDSURFACEMATERIAL

SSM-1

SPECIFICATIONDESCRIPTIONCODE

MISCELLANEOUS FINISHES SCHEDULE

ROLL-A-SHADE

ARTWORK ART PACKAGE7 PIECES, OVERALL SIZE 18" X 22" ARCHIVESCONTACT: KAREN [email protected]: 401.781.3209

5" CHEMICAL LAMINATE #710 CHAIR RAILMOUNT AT 28" AFF WITH ADHESIVE BETWEENVERTICAL T BATTENS ADHESIVE - 3M SERIES 90SPRAY ADHESIVE OR EQUIVALENT

CONTACT: ROBERT MILLERPH: [email protected]

STAINLESSSTEEL

CHAIR RAIL

INSIDECORNER

FABRIC BLIND - WWW.ROLLASHADE.COM

CUSOM WINDOW TREATMENTCONTACTPH: 951-245-5077

INSIDECORNERGUARDS

OUTSIDEINSIDE

CORNER

1/2" X 1/2" MARLITE INTERIOR CORNER GUARD

1 1/2" X 1 1/2" MARLITE OUTSIDE CORNER GUARD

CREATIVE MATERIALS CORPORATIONCOLOR: HYDROMENT PM GRAY

CONTACT: DOUGLAS SALATINOPH: 518-713-5371

THIN SETMORTAR

SPECIFICATIONDESCRIPTIONCODE

SETTING MATERIALS

ALL AREASAPPLICABLE

CODE

WALL FINISH SCHEDULEDESCRIPTION SPECIFICATION

WALLPANEL

3/8" THICK PRIMED MDF5" ON CENTER "V" GROOVE BEADBOARD

LAY HORIZONTALPNT-1

NOTES:1.MDF TO BE SCREWED OR NAILED AT BUTTJOINTS ONLY AND GLUED WITH SPECIFIEDADHESIVE FOR MDF CONSTRUCTIONEVERYWHERE ELSE

MARLITECONTACT: JAMIE McEDWARDPH: 330-260-7627

FRPPANELS

FIBERGLASS REINFORCED PANELSCOLOR: STIPPLED WHITESIZE: 4' X 8'

CERAMICWALLTILE

CREATIVE MATERIALS CORPORATIONCERAMIC WALL TILEDIMS: 3" X 6"COLOR: WHITE GLOSSYPATTERN: RUNNING BONDGROUT: CMC UNSANDED GROUT, MYSTIC GRAYH144, 25# BAGS

CONTACT:[email protected]: 1.800.207.2967 EXT. 9292

CERAMICWALLTILE

CREATIVE MATERIALS CORPORATIONBULLNOSE 6" EDGEDIMS: 3" X 6"COLOR: WHITE GLOSSYPATTERN: RUNNING BONDGROUT: CMC UNSANDED GROUT, MYSTIC GRAYH144, 25# BAGS*TOP ROW AND OUTSIDE EDGES.

CONTACT:[email protected]: 1.800.207.2967 EXT. 9292

NEVAMARPLASTIC LAMINATE ON 1/2" MARINE PLYWOODSUBSTRATECOLOR: RED HOT ALLUSION TEXTUREDITEM: #ALR-003T

PLASTICLAMINATE

PLASTICLAMINATE

NEVAMARPLASTIC LAMINATE ON 1/2" MARINE PLYWOODSUBSTRATECOLOR: PRECISION WHITE TEXTUREDITEM: S-7-36T

"T"MOULDING

1" WIDE "T" MOULDINGFINISH: SATIN ALUMINUMRICHELIEU HARDWARECONTACT: ED WHITEPH. 860-529-7704

DOUBLEHUNG

WINDOW

HURD SASH TRUE DIVIDED LITE WINDOWDIMS: 56" X 70"DOUBLE HUNG PICTURE WINDOW*SASH ONLYCONTACT: HWD AQUISITION INC.PH. 800-223-4873

HURD SASH TRUE DIVIDED LITE WINDOWNDIMS: 36" X 70"DOUBLE HUNG PICTURE WINDOW*SASH ONLYCONTACT: HWD AQUISITION INC.PH. 800-223-4873

DOUBLEHUNG

WINDOW

NOTES

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

NORTH

1"43 4"

1"1'

-1"

1"43 4"

6"2'

-21 2"

11 2"

2" 34" 2'-2" 3

4" 12"

4"

2'-6"

2'-8"

2'-1

0"

6"2'

-101 2"

3'-6

"

2" 34"

1'-9

" PO

ST

1'-8

" GLA

SS

TEM

P.

14"

538"

6"2'

-21 2"

2'-1

0"

2" 34"

11 2"3'

-0"

2'-9"

11 2"

2'-8"

6"3'

-41 2"

4'-0

"

2" 34"

1" 14"

538"

11 2"3'

-0"

1'-5

" PO

ST

1'-4

" GLA

SS

TEM

P.

11 2"

11 2"

Ø13 4"

FRP

10"

1'-0

"Ø13 4"

10"

1'-0

"

CMC-1CMC-1CMC-1CMC-1 CMC-2 CMC-2 CMC-2

ONE QUAD OUTLET AND ONEDUPLEX OUTLETS AT FRY STATION

ACCESS PANEL

ACCESS PANEL BEYOND

CUP DISPENSER

WIRE SHELVING TYPICAL BENEATHCOUNTERS 18" TO 24"

TWO DUPLEX OUTLETS AND TWOCAT 5 OUTLETS AT POS STATION

DIPPER WELL

TWO DUPLEX OUTLETS AND ONECAT 5 OUTLETS AT SHAKECOUNTER

FINISHED FLOOR

DRAIN TO FLOOR SINK

6" COVE BASE 6" COVE BASE 6" COVE BASE HALF TILE HALF TILE HALF TILE HALF TILE

AND FAUCET

KEKU CLIPS

SHIME SPACE SHIME SPACE SHIME SPACE

NOTE:ALL CABINETRYPROVIDED BY OWNER

5'-3

"

11 2"4"

3'-2

"

1"

1"

2'-712"

11 2"

2'-5"

2'-338"

CMC-1

PLAM-3

6" 51 2"

2" 2"

HALF TILE

FINISHED FLOOR

4" WIRE PULL

PROVIDE CUT OUT IN BASE AND ACCESS PANEL FOR FLOOR SINK

CMC-1

PNT-1WD-1

3/4"

7/8"

1/2"

1 1/

4"

1 3/4"

+6'-4 1/4"A.F.F.

CUT OFF 3/4" TOPTAB FROM MARLITE

PANEL

1/2" THICK PRE-PAINTEDMDF PANELS

HALF TILEINSTALL MARLITE

PANEL W/TABTOUCHING TOP HALF

OF TILE BASE

2'-1

0"M

AX

1/4" SIA. SATIN STAINLESS STEEL GALLERY RAILAT LOCATIONS PERPENDICULAR TO THE WALL

POST: HAFELE #5222.02.614NICKEL PLATED MATTE FINISH

RAIL: HAFELE #522.40.015 - CUT TO FITSTAINLESS STEELRAIL IS SOLID SO NO END CAPS REQUIRED

PH. 800-423-3531

1'-6"

11 2"

FINISHED FLOOR

WHEN FREESTANDING SUPPORT COUNTERWITH 2" DIA. PAINTED BLACK PLUMBING PIPE WITH FLANGE

1 1/2" LG HI-MACS COUNTERWITH 1/2" PLYWOOD SUBSTRATE

+3'-6"A.F.F.

1'-1

17 8"5-

15/1

6"

1-1/4"

11 2"

6"

112"

6"

HOOD

PROVIDE BLOCKINGAS REQUIRED

STAINLESS STEELUTILITY HOOKS

MCMASTER-CARR #R19075A12

+7'-0"A.F.F.

38" THREADED ROD WITH SLEEVE

ATTACH TO STRUCTURE ABOVE

3/4" X 1-1/2" SOLIDWOOD FRAME(PNT-1)

TENANT SUPPLIEDGRAPHICS

GRANGER 1-1/2" SWIVELLOOP

9''-6"A.F.F.

PROVIDEEND CAP

1-1/2" DIA. X 12'-0"LGALVANIZED PLUMBINGPIPE WITH END CAPS

1-1/2" GLAVINIZED PIPE

(2) 2'-0" X 4'-6" MENU BOARDS (CEILING MOUNT)

2 MENU BOARDS AT 4'-6"W.WITH 1" GAP BETWEEN THEM

MENU BOARD SUPPLIED BY QUALSERV; INSTALLED BY GC

A-4

DETAILS

8SCALE

1-1/2" = 1'-0"WALL PANEL DETAILS 7

SCALE

1-1/2" = 1'-0"6

SCALE

1-1/2" = 1'-0"5

SCALE

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

VERTICAL SECTION ATBEVERAGE COUNTER

4SCALE

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

VERTICAL SECTION ATSHAKE COUNTER

3SCALE

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

VERTICAL SECTION ATPOS COUNTER2

SCALE

1-1/2" = 1'-0"VERTICAL SECTION AT FRY STATION1

VERTICAL SECTION ATPICK UP STATION

SCALE

1-1/2" = 1'-0"VERTICAL SECTION AT

FREESTANDING COUNTER

WALL CAP DETAIL

WALL PANEL DETAIL

WALL PANEL BASE DETAIL

MENU BOARDS DETAILS

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

OIL

GW

GW

GW

EXISTING BUILDINGSANITARY LINE. VERIFY

LOCATION IN FIELD.

EXISTINGMEN'S

BATHROOMTO REMAIN

EXISTINGWOMEMEN'SBATHROOM

TOREMAIN

EXISTING SCHIER GB-50,50 GALLON GREASE

INTERCEPTOR . VERIFYLOCATION IN FIELD

TO EXISTINGRESTROOMS

LOCATE EXISTING SANITARY ANDGREASE LINES VERIFY SIZE,

CONDITION AND DIRECTION OF FLOW.IF POSSIBLE REUSE EXISTING LINES

COGW

CO2"

2 DFU

CO2"

2 DFU

CO

CO2"

2 DFU

3 COMP SINK

3" 3"5 DFU

PREP CO SINK2"

2 DFUMOP

TWH

P&

T

SINKHAND

SINKHAND

SINK

GREASE INTERCEPTOR CALCULATIONS

EQUIPMENT:EXISTING 3 COMPARTMENT SINK

3 BOWLS @ 18" X 18" X 14" DP = 13,608 CU. IN.PREP SINK - 1 BOWL 20" X 16" X 13.5" DP = 4,320MOP SINK - 1 BOWL @ 20" X 16" X 6" DP = 1,920TOTAL = 19,848 CU. IN.@ 50% = 9,924 CU. IN.

= 43 GALLONS

LIQUID HOLD CAPACITY OF EXISTING SCHIER GB-50 GREASEINTERCEPTOR = 52 GALLONS

SINKHAND

EXISTING SCHIER GB-50 GREASEINTERCEPTOR WITH BUILT IN

FLOW CONTROL AND AIR RELIEFFOR ANTI SIPHON

2"

ICE MAKERBEVERAGE DISPENSER

3 DFU3"

2"

DIPPER WELL

3 DFU3"

FD(E)

5 DFU4"

9 DFU4"

7 DFU4"

13 DFU4"

20 DFU4"

32 DFU4"

2 DFU4"

TO EXISTINGRESTROOMS

SCOPE OF WORK

PLUMBING NOTES

1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITHAPPLICABLE LOCAL CODES, RULES AND ORDINANCES.

2. PLUMBING CONTRACTOR SHALL REVIEW ALL DRAWINGS OF THIS SET. CONTRACTORTO VERIFY THAT ALL EQUIPMENT SHOWN AS EXISTING MATCHES THE DESCRIPTIONSAND SPECIFICATIONS SHOWN ON DRAWINGS AND SCHEDULES. IF DIFFERENT NOTIFYARCHITECT/ENGINEER BEFORE BIDDING, ORDERING OR PRECEDING WITH WORK.

3. ALL EQUIPMENT WHICH IS TO REMAIN MUST BE REFURBISHED TO A LIKE NEWCONDITION.

4. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZEHIMSELF WITH ALL EXISTING CONDITIONS.

5. ALL MATERIALS SHALL BE NEW.6. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST

CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLYOPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OFCONSTRUCTION SHALL BE A PART OF THIS CONTRACT.

7. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FORPROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATIONOF THE WORK.

8. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES,INSPECTION AND TESTS. PLUMBING CONTRACTOR TO OBTAIN PERMIT ANDAPPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT.PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BYREGULATORY AUTHORITIES.

9. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OFFIXTURES, PIPING, EQUIPMENT, ETC.

10. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCEWITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TOENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION.

11. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIESPRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES.

12. EXPOSED WATER PIPING SHALL BE TYPE "L" COPPER FOR 2" AND UNDER. WATERPIPING IN WALLS AND UNDERGROUND SHALL BE "PEX" TYPE PIPING THAT MEETSANSI/NSF STANDARD 61.

13. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE PVC BUT MAY NOT RUN THRURATED ASSEMBLIES OR IN PLENUMS.

14. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS ANDAPPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERALCONTRACTOR PRIOR TO INSTALLATION.

15. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTUREGROUP AS PER CODE AND WITH GOOD ENGINEERING PRACTICE.

16. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPINGAND EQUIPMENT CONNECTIONS; EXCEPT AT WATER HEATER AS PER CODE.

17. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD.18. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED

FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE ANDWALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING ASWALLS OR FLOORS AS PART OF THE PLUMBER'S WORK.

19. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIPFREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OFCERTIFICATE OF OCCUPANCY. CORRECTION OF ANY DEFECTS SHALL BE COMPLETEDWITHOUT ADDITIONAL CHARGE WITHIN 72 HOURS OF NOTIFICATION AND SHALLINCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATIONWHICH MAY HAVE BEEN DAMAGED.

20. STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY NOT BE USED AS AN ALTERNATETO VENT PIPING THRU ROOF.

21. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEAN OUT PLUG ORACCESS PANEL FOR ALL CLEANOUTS.

22. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILINGSPACES WHERE USED AS RETURN AIR PLENUMS.

23. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOREQUIPMENT ROOMS.

24. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED INACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR ALL HOT WATER PIPING.WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING, ALL COLD WATERPIPING SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX INSULATION.

25. CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN PVC SCH40 PIPE AND STUBBEDOUT OF WALL TO UNIT. TIE-IN OF A/C TO BE BY OTHERS. PVC PIPING WITH 1/2"THICK ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BYLOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVCWILL BE MIN. SCHEDULE 40 FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN.SCHEDULE 40.

26. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUALSHUT-OFF.

27. NO JOINTS UNDERGROUND FOR COPPER.28. PLUMBING FIXTURES SHALL COMPLY WITH ILLINOIS PLUMBING CODE SECTION 890.29. WATER HAMMER ARRESTORS AS PER ILLINOIS PLUMBING CODE SECTION 890.30. PLUMBING CONTRACTOR TO PROVIDE ANTI-SCALDING VALVE FOR TUBS AND

SHOWERS.31. PLUMBING CONTRACTOR SHALL REVIEW ALL BID DOCUMENTATION.32. PLUMBING CONTRACTOR SHALL REVIEW WALL FINISHES @ LOCATION REQUIRING

BARRIER-FREE COMPLIANCE (EXAMPLE: CENTER LINE TO TOILET).33. CONSTRUCTION "AS BUILT" DRAWINGS AND DOCUMENTS SHALL BE PROVIDED TO

THE OWNER WITHIN 30 DAYS AFTER THE DATE OF ACCEPTANCE.34. OPERATION MANUALS AND MAINTENANCE MANUALS SHALL BE PROVIDED TO THE

BUILDING OWNER.

FIXTURE BRANCH SCHEDULE

SD

CA

CD

.. .. .. ..

P&T

. . . .

PLUMBING LEGEND

GAS GAS GAS

.. .. .. ..

PROVIDE MODIFICATIONS AS SHOWN TO GAS, WATER, SANITARY ANDGREASE LINES FOR NEW RESTAURANT. USE EXISTING GREASEINTERCEPTOR AND PROVIDE NEW WATER HEATER. ARRANGE WITHGAS COMPANY FOR INCREASED GAS SERVICE. COORDINATE WITH GC& MECHANICAL CONTRACTOR THE INSTALLATION OF CONDENSATELINES NEEDED FOR A/C OR REFRIGERATION MODIFICATIONS AND GASFLUE FOR WATER HEATER.

WATER HEATER SCHEDULEMANUFACTURER NAVIEN

MODELSTATUSCAPACITY

FUELBTU/HRFLOW RATEENERGY FACTORVOLTAGE

AMPERAGEWEIGHT (EMPTY)

NPE-240ANEW

TANKLESSGAS

199,0005.1 GPM*

0.97120/1/60

5

82 LBS.

* @ 77° F TEMPERATURE RISE

P-1

PLUMBINGPLANS AND

NOTES

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

1SCALE

1/4" = 1'-0"SANITARY PLAN1

SCALE

NTSSANITARY RISER

OIL

..

.

. . . . .

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

....

....

....

....

....

....

....

....

....

....

....

....

....

....

..

.

. . . . . . . .

.

.

.

..

.

..

..

..

..

..

.DCVA

. . .

.

DCVA

DCVA

..

.

CONNECTED TOEXISTING BUILDINGWATER LINE. VERIFYLOCATION IN FIELD.

EXISTINGMEN'S

BATHROOMTO REMAIN

EXISTINGWOMEMEN'SBATHROOM

TOREMAIN

2424A

24B

5A

5B

7

7

35

3411

TO

RESTROOMS

27

37

7

GA

SG

AS

GA

S

.

.

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

S

GAS

. . . . . . . .

DCVA

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

..

..

..

..

..

..

..

..

..

..

..

..

....

....

PREP

.

.

1/2"1/2"

SINK(N)

..

..

..

....

.

.

..

..

3 COMPSINK

..

....

.

.

..

..

3 COMPSINK

1"

1/2"1/2"

1/2"1/2"

..

....

HAND

.

.

SINK

..

..

1/2"1/2"

..

....

HAND

.

.

SINK

..

..

1/2"1/2"

..

....

HAND

.

SINK

..

..

1/2"1/2"

.

.

.

.

.

..

..

..

..

..

..

....

TWH

3/4"Ø3/4"Ø

TO EXISTINGBATHROOMS

1/2"

DCVA

.

. 1/2"

DCVA

.

1/2"

DCVA

.

.

. TEA BREWERBEVERAGE DISPENSER

ICE MACHINE

.

.

.

.

. .

DIPPER WELL

1/2"

1/2"

.

.

ASSE 1070 COMPLIANTTHERMOSTATIC MIXING VALVE SETTO 110° F FOR LAVATORIES ANDHAND SINKS

M 1/2"1/2"

1"1"

3/4"Ø1"Ø

3/4"Ø3/4"Ø

1/2"Ø

1/2"Ø2 WATER CLOSET (TANK) @ 3 = 62 LAVATORY @ 2 = 21 URINAL @ 5 = 53 HAND SINKS @ 2 = 61 KITCHEN SINK @ 4 = 41 SERVICE SINK = 31 PREP SINK = 3TOTAL 29

WATER SUPPLY FIXTURE UNITS*

* PER TABLE MPER TABLE N:UP TO 30 FIXTURE UNITS REQUIRES1" PIPE WITH 1" METER

GA

SG

AS

GA

SG

AS

REGULATOR TO REDUCEPRESSURE TO 7" WC

10'2"Ø

GAS

GASGAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GA

SG

AS

GA

SG

AS

TWH1"Ø

3/4"Ø

GAS

GAS

3/4"Ø

3/4"Ø

3/4"Ø1 1/4"Ø

GA

SG

AS

1-1/2"Ø

GAS

AUTOMATIC

VALVE

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

RTU #2

RTU#1

3/4"Ø

3/4"Ø

MUA

3/4"Ø

35' 6'

10'

14'

22'

40'

8'

EQUIVALENT LENGTH OF PIPE =10+10+6+35+14 = 75 FT75 FT + FITTINGS (+25%) = 94 FEET

GAS PIPE SIZING PERTABLE 402.4(2) IBC - FUEL GAS

1-1/2"Ø

1 1/4"Ø

1"Ø

1-1/2"Ø

1-1/2"Ø

1"Ø

P-1

WATER ANDGAS PLANS& RISERS

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

1SCALE

1/4" = 1'-0"WATER & GAS PLAN1

SCALE

1/4" = 1'-0"WATER RISER

1SCALE

1/4" = 1'-0"GAS RISER

RTU #1 (E)

MUA-1

RTU #2 (N)

GAS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GA

SG

AS

GASGASGASGASGASGAS

GASGASGASGASGASGASGASGASGAS

FCO

FLOOR CLEANOUT

VENT THRU ROOF DETAIL

WCO

NOT TO SCALE

OF FLOW

DIRECTION

REFER TO PLUMBINGFIXTURE SCHEDULEFOR FURTHERINFORMATION.

NOT TO SCALE

NOT TO SCALE

PROVIDE WEATHER ROOFCAP FOR FUTURE TENANTAREAS

TURN HEAD PIPE DOWNINTO STACK

SHEET METAL FLASHINGMOP IN W/ ROOFINGMATERIAL

ROOFING

EACH SIDE12" MIN

12" M

IN

ROOF CONSTRUCTION

SLEEVE ROOFCONSTRUCTION ASREQUIRED

VENT STACK

ANY VENT FIRE WITHIN 10'-0" OF ANY DOOR, WINDOW, OR EXHAUST OPENING SHALL EXTENDNOT LESS THAN 3'-0" ABOVE SUCH

VENT THRU ROOF DETAIL NOTE

WALL CLEANOUT

PIPE MAY EXTEND AS WASTE OR VENT.

PROVIDE CLEANOUT TEE WITH SCREWEDCOUNTER-SUNK ABS PLASTIC PLUG:

TAPARED-THREAD WITH TFE JOINTCOMPOUND

WHERE CLEANOUT TEE IS CONCEALED INA CHASE OR A PARTITION, PROVIDE AROUND 18 GAUGE STAINLESS STEEL

COVER WITH BEVELED EDGES ANDFLATHEAD MACHINE SCREW.

1) PROVIDE WCO WHERE SHOWN ON PLANE, AND ON SANITARY WASTE BRANCHES NOTSERVED WITH A FLOOR CLEANOUT2) LOCATE ABOVE FIXTURE FLOOR RIM WITHIN 4' OF FLOOR.3) CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS.4) LONG SWEEP AT END OF LINE OR COMBINATION WYE AND EIGHT BEND IN RUN OF LINE5) CLEAN OUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE A PIPE EXTENSION IFREQUIRED6) REFER TO PLUMBING FIXTURE SCHEDULE FOR FUTHER INFORMATION FOR

WALL CLEANOUT DETAIL NOTES

CONCRETE FLOOR SLAB

HUB AT FLOOR

RISER LENGTH AS REQUIRED

COLUMN ORPARTITION ASSHOWN ONFLOOR PLAN

MEMBRANE CLAMP

AS REQUIRED FOR DEPTHOF SEWER

HUB AND SPIGOT CASTIRON PIPE BELOW FLOOR

SANITARY SEWER LINE

FLOOR SLAB ON GRADE

DIRECTION OFTHE FLOW

SAME SIZE AS SEWER UP TO4" MAXIMUM

LONG SWEEP ELBOW ATEND OR TURN OR RUN

COMBINATION WYE ANDEIGHT BEND IN RUN ENTERTOP OF PIPE

1) LOCATE CLEANOUT AT THIS LOCATIONS:A) BUILDING EXITB) AT TURNS OF PIPES GREATER THAN 45 DEGREESC) AT 90' INTERVALS ON STRAIGHT RUNSD) WHERE IS SHOWN ON PLANSE) WHERE IS 18" CLEAR AROUND

FLOOR CLEANOUT DETAIL NOTESD

HUB OUTLET

AIR GAP = 2 X "D" (2" MIN.)

DRAIN LINED

MOUNT FLUSH WITHFINISHED FLOOR

FLOOR GRATE TO BEFASTENED DOWN WITH

SCREWS

FLUSH TO FLOOR SINK DETAILNOT TO SCALE

ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED.DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOODSERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION.

MAKE PIPE MINIMUM ONE SIZELARGER THAN EQUIPMENT

CONNECTION, MINIMUM 3/4". USE "M"OR "L" HARD COPPER UP TO 1" AND

TYPE DWV FOR LARGER

MAKE CONNECTIONTO EQUIPMENT AS

REQUIRED

VERIFY WITH LOCAL CODES IF/WHENTRAP AND/OR VENT ARE REQUIREDFOR THE LENGTH OF DRAIN PIPEINSTALLED

PROVIDE CLEANOUTS INTURNS/ENDS OF PIPE.USE DWV FITTINGS IF

SIZE IS LARGER THAN 1"

SLOPE PIPE ASMUCH AS

POSSIBLE TOWARDDISCHARGE

DISCHARGE INTO CENTER HOLE OFGRATE OF WASTE RECEPTACLE WITHAIR GAP SUFFICIENT TO REMOVEGRATE AND STRAINER. MINIMUMGAP = TWO PIPE DIAMETERS

GREASEINTERCEPTOR

SLAB

SLAB

VENTSTACK

VENT STACK VENTSTACK

TRAP ASREQUIRED

2" AIR GAPREMOVABLE COVER PLATEFLUSH WITH FLOOR

C.O. C.O.

FLOOR SINK WITHSTRAINER

SLAB

C.O.

RECESSED FLUSH IN FLOOR WITH FLOOR DRAIN

VENT IF REQUIRED

NOT TO SCALE

TANKLESS GAS WATER HEATER DETAIL

ROOF JACKSUPPORTCLAMP

FIRESTOP

SUPPORT HANGER

TO DRAIN. DISPOSE OFCONDENSATE INACCORDANCE TO LOCALCODES

CONDENSATETRAP

MANUAL GAS SUPPLY LINESHUT-OFF VALVE

MANUAL GAS APPLIANCESHUT-OFF

SEDIMENT TRAP

CAPCOLD WATER SUPPLY INTEL

UNION

DRAIN TUBE TO SUITABLEDRAIN

HOT WATER SUPPLYOUTLET

RELIEF VALVEDISCHARGE LINE

PRESSURE RELIEFVALVE

TANKLESSGAS WATER

HEATER

CHECK VALVE (CW)

DRAIN VALVE (HW)

VENTADAPTER

SELKIRK SAFE "T" VENTSC GAS FLUE

P-3

GAS ROOFPLAN &DETAILS

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

1SCALE

1/4" = 1'-0"ROOF PLAN2

SCALE

N.T.S.DETAILS

B BB

A A

RTU #1 (E)

S/A

S/A

S/A

S/A

S/A

S/A

S/A

S/A

S/A

S/A

BEF (E)

10"Ø

10"Ø

14

"Ø

18

"Ø

TYPE 1

EXHAUST

HOOD

DUCT UP TO HEF-1

ON ROOF VERIFY

WITH HOOD

DRAWINGS

MUA

6"Ø UP

THRU

ROOF

DUCT DOWN FROM

MUA-1 ON ROOF

VERIFY WITH HOOD

DRAWINGS

15

" X

1

2"

14

" X

1

4"

12

" X

1

2"

S/A

S/A

S/AS/A

S/AS/A

9"Ø

10

" X

1

2"

9"Ø

9"Ø

9"Ø

5"Ø

5"Ø

14

" X

1

2"

20

"Ø

(E)

(E)

BEF (E)

RTU #2 (N)

WIC

CAPSULPAK

WIF

CAPSULPAK

2 WAY DIFFUSER

2 WAY DIFFUSER

2 WAY DIFFUSER

DIFFUSER/GRILLE TAG

DIFFUSER/GRILLE TYPE(REFER TO SCHEDULE)

DIFFUSER SCHEDULEREFER TO

SCALE: NTS

CUBIC FEETPER MINUTE

NOTE: THIS PROJECT MAY NOT USE EVERY SYMBOL OR DEVICE APPEARING ON THIS LEGEND.

SUPPLY OR OUTSIDE AIR DUCT

INSULATED RIGID DUCTWORK

MANUAL VOLUME DAMPER

FLEXIBLE DUCTWORK R-6.0

RETURN OR EXHAUST AIR DUCT

EXHAUST FAN

RETURN AIR

SUPPLY AIRS/A

R/A

DUCT TRANSITION

ROUND DUCT DIAMETER

CUBIC FEET/ MINUTE

PROGRAMMABLE THERMOSTAT

DUCT SMOKE DETECTOR

CFM

Ø

SG SUPPLY GRILLE

MECHANICAL SYMBOLS

SUPPLY DIFFUSERREFER TO DIFFUSER SCHEDULEFOR SPECIFICATIONS

ROOF MOUNTEDEXHAUST FAN OUTLET

RETURN DIFFUSERREFER TO DIFFUSER SCHEDULEFOR SPECIFICATIONS

CD CONDENSATE PIPING

OPPOSED BLADE DAMPER

EXHAUST FANWITH LIGHT

A REUSE 1 EXISTING ROOFTOP UNIT AND REPLACE THE SMALLER ONE WITH A LARGER UNIT. NEWDUCTWORK AS SHOWN. PROVIDE FLEXIBLE CONNECTORS ON SUPPLY AND RETURN AIR DUCTCONNECTIONS. INSTALL FIRE DAMPERS IN ANY FIRE WALLS AND BETWEEN FLOORS.TRANSITION TO DUCT SIZES SHOWN. PROVIDE DUCTWORK AND AIR DISTRIBUTION DEVICES ASINDICATED ON THE PLAN. EXISTING DUCTWORK MAY BE REUSED WHERE POSSIBLE. REFER TOA/C UNIT SCHEDULE FOR ADDITIONAL REQUIREMENTS.

B. FOR UNITS OVER 2,000 CFM PROVIDE A 120V SUPPLY DUCT MOUNTED AIR SMOKE DETECTORAND THAT IT MEETS REQUIREMENTS OF U.L. 268A, INTERLOCKED TO SHUTDOWN A/C UNITUPON DETECTION OF SMOKE. IF NECESSARY PROVIDE SMOKE DETECTOR WITH ANANNUNCIATOR, ALARM AND POWER L.E.D.'S FOR VISIBLE AND AUDIBLE ALARM SIGNAL, ANDVISIBLE TROUBLE SIGNAL. MOUNT ANNUNCIATOR ON ROOM SIDE OF CEILING.

C. MAINLINE DUCTS WILL BE FIBERBOARD OR MINIMUM 26 GAUGE SHEET METAL. BRANCH LINESMAY BE FLEX DUCT. ALL DUCTS TO BE MANUFACTURED AND INSTALLED ACCORDING TOASHRAE AND SMACNA METAL DUCT CONSTRUCTION STANDARD, LATEST EDITION. ALLMATERIALS WILL CONFORM TO NFPA 90A.

D. THERMOSTATS SHALL BE 7-DAY PROGRAMMABLE TYPE. MOUNT THERMOSTAT 48" A.F.F.COORDINATE LOCATION OF THERMOSTAT.

E. ALL AIR DUCTS IN UN CONDITIONED SPACE TO HAVE INSULATION SHALL HAVE A MINIMUM OFTHICKNESS OF R-6 INSULATION ACCORDING PER IBC-E.C.C. - 2009

F. ALL SEAMS, JOINTS, ETC WILL BE SEALED TO MAKE AIR DUCT AIRTIGHT. PRESSURE SENSITIVEMATERIALS AND OTHERS APPROVED BY LATEST SMACNA. SEALING MATERIALS WILL BE USED.

G. ALL EVAPORATOR UNITS SHALL HAVE A FLOAT SWITCH TO CONTROL OVERFLOW THAT WILLAUTOMATICALLY SHUT DOWN THE A/C SYSTEM. THE DEVICE SHALL BE ATTACHED TO THESECONDARY DRAIN OUTLET ON THE UNIT.

H. ALL A/C CONDENSATE DRAINS WILL BE 1" PVC AND WILL TERMINATE IN THE NEAREST ROOFDRAIN.

I. ALL EQUIPMENT AND MATERIALS WILL BE INSTALLED ACCORDING TO THE MANUFACTURER'SINSTRUCTIONS AND ACCORDING TO THE BEST PRACTICE.

J. TESTING AND BALANCING WILL BE DONE TO INSURE THAT THE AIR FLOWS WILL BE WITHIN 10%OF THE DESIGN VALUES. A CERTIFIED AIR BALANCE REPORT AND OUTSIDE AIR CERTIFICATIONWILL BE REQUIRED PRIOR TO OCCUPANCY. CMC 407.3.1

K. HANGER ATTACHMENTS TO THE STEEL STRUCTURE WILL BE RATED POWDER ACTUATEDFASTENERS, "C" CLAMPS, WELDED STUDS, CLAMP HANGERS, JOIST CLAMPS OR OTHERMETHODS RECOMMENDED BY SMACNA'S "METAL AND FLEXIBLE STANDARDS", CHAPTER 4, ANDWILL HAVE A MINIMUM SAFETY MARGIN OF 4:1.

L. EXHAUST HOODS, DUCTS, CURBS, FANS AND CONTROLS TO BE SUPPLIED AND INSTALLED BYHOOD CONTRACTOR ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS, THE IBC, NEC ANDNFPA 96.

M. CEILING MOUNTED EXHAUST FANS REQUIRED IN BATHROOMS . TRANSITION FROM FANDISCHARGE TO DUCT SIZE IS SHOWN, AND EXTEND THE DUCT UP THROUGH ROOF. PROVIDE AROOF JACK, STORM COLLAR, AND ALL-WEATHER CAP. REFER TO EXHAUST AND VENTILATIONFAN SCHEDULE FOR ADDITIONAL REQUIREMENTS.

N. ALL HVAC CONTROLS AND CONTROL WIRING SHALL BE PROVIDED BY THE MECHANICALCONTRACTOR.

MECHANICAL PLAN NOTES

ROOFTOP UNIT

USING EXISTING 4 TON GAS/ELECTRIC PACKAGE UNIT ANDPROVIDE NEW 5 TON SPLIT GAS/ELECTRIC UNIT AND NECESSARYMODIFICATIONS TO DUCTWORK AND NECESSARY ACCESSORIESFOR COMPLETE HVAC SYSTEMS.

VERIFY EXISTING BATHROOM FANS ARE IN GOOD WORKINGORDER

COORDINATE WITH GC AND ADDITIONAL REFRIGERATION WORKREQUIRED AND WORK ON KITCHEN EXHAUST SYSTEM AND WITHGC AND PLUMBING CONTRACTOR PROVIDING GAS FLUE FORWATER HEATER AND CONDENSATE LINES FOR MECHANICALEQUIPMENT.

SCOPE OF WORK

A. CONTRACTORS AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTIONDOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS DISPERSEDTHROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINEDWITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET.PAY SPECIAL ATTENTION TOTHE RESPONSIBILITY SCHEDULE. WORK DESIGNATED ON SCHEDULE SHALL BECONSIDERED INCLUDED IN YOUR SCOPE OF WORK AND CONTRACT AMOUNT.

B. CONTRACTOR TO VERIFY THAT ALL EQUIPMENT SHOWN AS EXISTING MATCHES THEDESCRIPTIONS AND SPECIFICATIONS SHOWN ON DRAWINGS AND SCHEDULES. IFDIFFERENT NOTIFY ARCHITECT/ENGINEER BEFORE BIDDING, ORDERING, OR PROCEEDINGWITH WORK.

C. DRAWINGS/DETAILS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILYSHOWING IN DETAIL OR TO SCALE ALL MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARESHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN EXACTLOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, ANDCHECK/COORDINATE DRAWINGS OF ALL TRADES.

D. COORDINATE WITH THE WORK OF OTHERS SECTIONS, EQUIPMENT FURNISHED BY OTHERS,REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTINGCONDITIONS OF THE PROJECT SITE. PROVIDE DUCT RISES AND DRIPS AS REQUIRED FORFIELD INSTALLATION AND TRADE COORDINATION. NOTIFY ARCHITECT OF ANYDISCREPANCIES BEFORE STARTING WORK.

E. DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION,TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOREXACT MEASUREMENT. REFER TO MANUFACTURER'S STANDARD INSTALLATIONDRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS.PROVIDE DUCTWORK, CONNECTIONS, ACCESSORIES, OFFSETS, AND MATERIALSNECESSARY FOR A COMPLETE SYSTEM.

F. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVEDAND AMENDED BY THE GOVERNING CITY. PURCHASE ALL PERMITS ASSOCIATED WITH THEWORK. OBTAIN ALL INSPECTIONS REQUIRED BY CODE.

G. USE OF COMBUSTIBLE MATERIALS IS NOT ALLOWED IN THE RETURN AIR PLENUM.MATERIALS USED IN THE PLENUM SHALL HAVE FLAME SPREAD RATING NOT TO EXCEED 25,AND SMOKE DEVELOPED RATING NOT TO EXCEED 50 WHEN TESTED IN ACCORDANCEWITH ASTM E 84. ALL EXPOSED WIRING IN THE PLENUM SHALL BE PLENUM RATED.

H. VERIFY LOCATION OF PERMISSIBLE NEW STRUCTURAL ROOF PENETRATIONS AND ADAPTTHE REQUIRED DUCTS ACCORDINGLY. THE OPENINGS MUST BE LOCATED USING A REBARLOCATOR, TRYING TO LEAVE A TRANSVERSE BAR WITHIN 4" FROM THE OPENING. LOCATEOPENINGS AT MID-DISTANCE BETWEEN THE STEMS OF THE DOUBLE TEE ANDLONGITUDINAL REINFORCEMENT SHALL NEVER BE CUT. CALL THE ARCHITECT'S OFFICE INCASE OF UNEXPECTED DIFFICULTIES.

I. ALL A/C AND FRESH AIR ROUND EXPOSED DUCTS WILL BE SPIRAL READY FOR PAINTING.ALL RECTANGULAR DUCTS IN THE BACK ROOM WILL BE FIBER DUCTS. ALL SG SUPPLYGRILLS WILL BE DOUBLE DEFLECTION WITH VOLUME CONTROLS.

J. G.C. SHALL CONTRACT LANDLORD-APPROVED ROOFING CONTRACTOR TO FLASH AND SEALALL ROOF PENETRATIONS TO MAINTAIN ROOFING WARRANTY.

K. IF APPLICABLE CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR KITCHEN VENTILATIONSYSTEM INCLUDING TYPE 1 HOOD AND FOR THE WALK-IN COOLER & FREEZER.

L. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FORPROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OFTHE WORK.

M. CONSTRUCTION "AS BUILT" DRAWINGS AND DOCUMENTS SHALL BE PROVIDED TO THE OWNERWITHIN 30 DAYS AFTER THE DATE OF ACCEPTANCE.

N. OPERATION MANUALS AND MAINTENANCE MANUALS SHALL BE PROVIDED TO THE BUILDINGOWNER.

GENERAL NOTES

REMOTE SENSOR

FURNACE W/COILING COIL

ADJUSTABLE LOUVER W/ACTUATOR

M-1

HVAC PLAN,NOTES &LEGEND

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

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SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

1SCALE

1/4" = 1'-0"HVAC PLAN

DUCT DETECTOR DETAIL

SCALE: NTS

FLEXIBLE DUCT CONNECTION

DIFFUSER STARTER COLLAR (MINIMUM 4").

2)

3)

NOTES: 1)

BALANCING HANDLE. LOCK INTOPOSITION AND MARK PERMANENTLY.

LINED SUPPLY DUCT

BALANCING DAMPER

PROTECTION SADDLE

INSULATED FLEXIBLE DUCT

S/A

S/A

RIGID ROUND SHEET METAL DUCT

WRAPPED INSULATION COVERING RIGID ROUND DUCT

SUPPLY DIFFUSER WITH

MOUNT FRAME SIMILAR)LAY-IN FRAME (SURFACE

CEILING

1" X 20 GAUGE GALVANIZED SUPPORT STRAP

S/A

SQUARE TO ROUNDADAPTOR (IF REQUIRED)

DIFFUSER CONNECTION DETAIL-FLEX DUCT

INSULATE BACKPAN OF DIFFUSER

NTS

CEILING EXHAUST FAN DETAIL

HOUSING

CEILING

RIGHT ANGLE DISCHARGE

OUTLET DUCT

BACK

FAN

DRAFT DAMPER

BY ARCHITECT.

5/16 THREAD ROD

ADJUSTABLE MOUNTED FLANGES

ATTACHMENT TO STRUCTURE

TO BUILDING STRUCTURE

NOT TO SCALE

ROOF SYSTEM

EXHAUST DUCT

BATHROOMEXHAUST FAN

CEILING

SCALE: N.T.S.

TO BUILDING EXTERIOR

BATHROOM FAN DETAIL

DUCT SMOKE DETECTORS REMOTE TEST SWITCH WILL BEPROVIDED WITH AN AUDIO/VISUAL LED INDICATOR, LOCATED INA NORMALLY OCCUPIED AREA 48" AFF. NFPA 90A 6-4.4.3(1), &(2) 2002 EDITION.

THE ACTIVATION OF THE DUCT DETECTOR, SHALL SHUT A/CUNITS DOWN IMMEDIATELY, WITHOUT DELAY.

DUCT MOUNTING DETAIL

SCALE: NTS

CLOSURE:

-PRESSURE SENSITIVE ALUMINUM FOIL TAPES LSITED

UNDER UL 181A,

PART I (P)

- HEAT ACTIVATED ALUMINUM FOIL/SCRIM TAPES

LISTED UNDER UL 181A, PART II (H)

- MASTIC AND GLASS FABRIC TAPE CLOSURE SYSTEMS

LISTED UNDER UL 181A, PART III (M)

DUCT SUPPORTS

SCALE: NTS

SCALE: NTS

ROOF - TOP HVAC UNIT

SD

SCALE: NTS

ROOF - TOP HVAC UNIT

SD

NOT TO SCALE

TANKLESS GAS WATER HEATER DETAIL

ROOF JACKSUPPORTCLAMP

FIRESTOP

SUPPORT HANGER

TO DRAIN. DISPOSE OFCONDENSATE INACCORDANCE TO LOCALCODES

CONDENSATETRAP

MANUAL GAS SUPPLY LINESHUT-OFF VALVE

MANUAL GAS APPLIANCESHUT-OFF

SEDIMENT TRAP

CAPCOLD WATER SUPPLY INTEL

UNION

DRAIN TUBE TO SUITABLEDRAIN

HOT WATER SUPPLYOUTLET

RELIEF VALVEDISCHARGE LINE

PRESSURE RELIEFVALVE

TANKLESSGAS WATER

HEATER

CHECK VALVE (CW)

DRAIN VALVE (HW)

VENTADAPTER

SELKIRK SAFE "T" VENTSC GAS FLUE

RTU #1 (E)

MUA-1

1

0

'

R

A

D

1

0

'

R

A

D

1

0

'

R

A

D

RTU #2 (N)

M-2

ROOFPLAN &DETAILS

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

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Ft. L

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L 33

308

P

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.566

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WAYB

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NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

1SCALE

1/4" = 1'-0"ROOF PLAN1

SCALE

1/4" = 1'-0"MECHANICAL DETAILS

B BB

A A

PC

C

C

C

C C C

C

C

C

C

C

C

C

C

C

P

P

P

PPP

C

C

C

C

C

C

C

D

D

T T T T

LP2-9

TO TIMER

SWITCH

LP2-3 TO

TIMER

SWITCH

LP2-3 TO

TIMER

SWITCH

LP2-11

LP2-11

LP2-11

OS

OS

LP-2-13

LP-2-13

LP2-11

LP2-11

LP2-13

VIA TIMER

LP2-11

LP2-11

LP2-11

LP2-3

LP2-3

A

A

A

A

A A

C

LP2-29

LP2-3

LP2-9

TO TIMER

SWITCH

LP2-22

TO TIMER

SWITCH

T

LP2-3

REFER TO SHEET A-2 - REFLECTED CEILING PLAN IN

ARCHITECTURAL DRAWINGS FOR MORE

INFORMATION ON COLORS AND TRIMS REQUIRED

(*) EXISTING FIXTURES ARE ACCEPTABLE. IF THEY

NEED TO BE REPLACED, REPLACE W/ EXACT MATCH

OR MATCH SCHEDULE

SUBSTITUTIONS TO THE ABOVE FIXTURE SCHEDULE

MUST BE SUBMITTED 14 DAYS PRIOR TO BID &

REVIEWED BY THE ARCHITECT, ENGINEER & OWNER.

SUBSTITUTIONS WILL NOT BE REVIEWED AFTER THIS

TIME. SUBMITTAL PACKAGES MUST INCLUDE COLOR,

CUT SHEETS, ALL PHOTOMETRICS & FIXTURE

SAMPLES FOR ALL DECORATIVE FIXTURES,

LANDSCAPE FIXTURES & OUTDOOR FIXTURES.

WITHOUT THIS INFORMATION NO REVIEW WILL BE

PROVIDED.

FLOOR MTD. FLUSH TELEPHONE/DATA OUTLET

CEILING MOUNTED SMOKE DETECTOR 110V., INTERCONNECTED W/ BATT.BACKUP. SMOKE DETECTOR SHALL COMPLY WITH NFPA 72, AND FBC 905.2.

ELECTRICAL LEGEND

DESCRIPTIONSYMBOL

EXHAUST FANCOMBINATION EXHAUST FAN/LIGHT (REFER TO MECHANICAL PLANS)

SPEAKERS @ CEILING

JUNCTION BOX

BATTERY BACK UP EXIT LIGHT

BATTERY BACK UP EMERGENCY LIGHTWALL SWITCH (SINGLE, DOUBLE, )

WALL SWITCH (TIMER)

DIMMER WALL SWITCH

SINGLE RECEPTACLE

DUPLEX RECEPTACLE

DUPLEX RECEPTACLE, 46" TO AFF AT KITCHEN, BATHS AND TOPS

HALF SWITCHED DUPLEX RECEPTACLE

230 VOLT RECEPTACLE

QUADRUPLEX RECEPTACLE

FLOOR MOUNTED. FLUSH DUPLEX RECEPTACLE

FLOOR MOUNTED. FLUSH QUAD. RECEPTACLE

ELECTRICAL PANEL

DISCONNECT SWITCH

TELEPHONE OUTLETTELEVISION OUTLET

T

D

OCCUPANCY SENSOR WALL SWITCH

ABBREVIATIONS:

ABOVE FINISH FLOOR= A.F.F. BELOW COUNTER= BCCOUNTER TOP LEVEL= C PUSH BUTTON= PBGROUND FAULT INTERRUPTER= GFCI UNDER CABINET= UCVERIFY PRIOR TO INSTALL= VH VAPOR PROOF= VPWEATHER PROOF= WP SALVAGED = S

WALL SWITCH (3 WAY, 4 WAY)3

TELEPHONE/DATA OUTLET

DATA OUTLET

1. ELECTRICAL CONTRACTOR SHALL REVIEW ALL DRAWINGS OF THIS SET.2. CONTRACTOR TO VERIFY THAT ALL EQUIPMENT SHOWN AS EXISTING MATCHES

THE DESCRIPTIONS AND SPECIFICATIONS SHOWN ON DRAWINGS ANDSCHEDULES. IF DIFFERENT, NOTIFY ARCHITECT/ENGINEER BEFORE BIDDING,ORDERING, OR PROCEEDING WITH WORK.

3. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICALWORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGSAND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED INCOMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE OWNEROR HIS REPRESENTATIVE AS SOON AS POSSIBLE AFTER DISCOVERY OF THEPROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTILOWNER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN.

4. ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND FAMILIARIZE HIMSELF WITHALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATIONAND MAKE PROVISIONS AS TO THE COST THEREOF. EXISTING CONDITIONS OFELECTRICAL EQUIPMENT, LIGHT FIXTURES, ETC... THAT ARE PART OF THE FINALSYSTEM SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SUBMITTING HIS BID.

5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2008 EDITION OFTHE NATIONAL ELECTRIC CODE AND ALL CODES AND ORDINANCES OF THEAUTHORITY HAVING JURISDICTION.

6. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANSAND ELEVATIONS FOR EXACT LOCATION FOR ALL EQUIPMENT. CONFIRM WITHOWNER'S REPRESENTATIVE.

7. ALL ELECTRICAL NOT BEING REUSED MUST BE REMOVED IN ITS ENTIRETY.8. ALL CONDUIT IN OR UNDERGROUND OR IN CONCRETE MUST BE RIGID

GALVANIZED STEEL.9. CIRCUIT BREAKERS AND PANELS TO BE BOLT ON TYPE10. ALL EQUIPMENT SHALL BE APPROVED BY UL OR OTHER NATIONALLY

RECOGNIZED TESTING COMPANY.11. ALL RECEPTACLES SHALL BE GROUNDED AS REQUIRED BY NEC 250.14612. SUBMIT SERVICE ENTRANCE EQUIPMENT FOR SEPARATE APPROVAL.13. ALL LOW VOLTAGE MUST BE IN CONDUIT TO ABOVE THE DROP CEILING. BRIDAL

RINGS OR "J" HOOKS REQUIRED.14. THE 2008 EDITION OF THE NATIONAL ELECTRIC CODE WITH LOCAL

AMENDMENTS SHALL BE IN EFFECT.15. SEPARATE PERMITS ARE REQUIRED FOR ALL LOW VOLTAGE SUCH AS TELEPHONE,

DATA, THERMOSTAT, MUSIC, ALARMS ETC.16. SEPARATE PERMIT REQUIRED FOR SIGNAGE.17. PRIOR TO ANY CONSTRUCTION WORK BEGINNING AN ON-SITE MEETING WITH

GENERAL CONTRACTORS IS REQUIRED.18. ELECTRICIAN MUST BE ON SITE FOR ALL INSPECTIONS.19. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. EXCLUDING CONTROL WIRING. ALL

CONDUCTORS SHALL BE COPPER AND UNLESS OTHERWISE NOTED THHNINSULATION.

20. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, PLASTIC AND CASTALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS, AND SPECIALENCLOSURES FOR OTHER CLASSIFIED AREAS.

21. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OFCONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALLITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTSNECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER.

22. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED ASREQUIRED BY THE 2008 EDITION OF THE N.E.C. WITH LOCAL AMENDMENTS.

23. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHEREAPPLICABLE.

24. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN AFIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLYOPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT.

25. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOIDINTERFERENCE WITH THE PROGRESS OF CONSTRUCTION.

26. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS ANDWORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONEYEAR FROM DATE THAT CERTIFICATE OF OCCUPANCY IS ISSUED. WARRANTYSHALL BE PROVIDED IN WRITING.

27. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONALCHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASEOF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY.

28. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINSTPUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK.

29. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING.CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TOBEGINNING WORK OR ORDERING EQUIPMENT.

30. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OFPOWER AND TELEPHONE COMPANIES.

31. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDEALL NECESSARY CONTROL WIRING.

32. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPECIRCUIT BREAKERS.

33. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER

PLATES, DEVICES, ETC. FOR ALL OUTLETS AS INDICATED.34. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS

THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVEDITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF N.E.C. NEMA, ANDIECE.

35. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR CUT SHEETS OF LIGHTINGFIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BYENGINEER/ARCHITECT.

36. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHINGAND FIRED CAULKING REQUIRED OF HIS WORK.

37. ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS W/TYPE WRITTENDIRECTORIES.

38. ALL ELECTRICAL AND COMMUNICATIONS OUTLETS TO BE AT 16" A.F.F. UNLESSNOTED OTHERWISE, AND VERTICALLY MOUNTED.

39. ALL LIGHT SWITCHES TO BE AT 42" A.F.F.40. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL

CONTRACTOR. ALL ELECTRICAL WIRING FOR HVAC SYSTEM INCLUDINGCONTROLS, THERMOSTATS, POWER, ETC. SHALL BE THE RESPONSIBILITY OF THEELECTRICAL CONTRACTOR.

41. BREAKER AND PANELS -- ALL CURRENT CARRYING BUSSES SHALL BE COPPER. ALLGROUND BUS BARS SHALL BE COPPER. PANEL BOARD ENCLOSURES SHALL BEFURNISHED WITHOUT PRE-PUNCHED CONCENTRIC HOLES. A.I.C. RATINGS SHALLBE AS INDICATED ON PANEL BOARD SCHEDULES.

42. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK-MAKE,QUICK-BREAK ENCLOSURES AS REQUIRED BY EXPOSURE.

43. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC, WITH OVERLOAD RELAYS INEACH HOT LEG.

44. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS ANDSPECIFICATIONS INDICATES THE CONTRACT SHALL FURNISH AND INSTALL.

45. CONTRACTOR SHALL CONFIRM WITH ANY AND ALL REQUIREMENTS SUCH AS:LUG SIZE RESTRICTIONS, CONDUIT ENTRY, TRANSFORMER SIZE, SCHEDULEDDOWN TIME FOR OWNERS CONFIRMATION, ETC. ANY CONFLICTS SHALL BEBROUGHT TO ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANYWORK.

46. VOLTAGE DROP FOR ALL BRANCH CONDUCTORS SHALL NOT EXCEED 3%. WHEREVOLTAGE DROP EXCEEDS 3%, CONTRACTOR SHALL INCREASE SIZE OFCONDUCTORS.

47. CONTRACTOR SHALL PROVIDE GFI TYPE BREAKER FOR ALL EXTERIOR 120VCIRCUITS OR GFI PROTECTION -- FOR THE WHOLE CIRCUIT.

48. GAS PIPING SHALL BE BONDED.49. ELECTRICAL CONTRACTOR SHALL COORDINATE SERVICE ENTRY WITH SERVICE

PROVIDER PRIOR TO DETERMINING EXACT LOCATION OF THE METER BOX INORDER TO AVOID DISCREPANCIES BETWEEN DRAWINGS AND JOB CONDITIONS.

50. ALL OUTDOOR EQUIPMENT SHALL BE WEATHERPROOF.51. CONSTRUCTION "AS BUILT" DRAWINGS AND DOCUMENTS SHALL BE PROVIDED

TO THE OWNER WITHIN 30 DAYS AFTER THE DATE OF ACCEPTANCE.52. OPERATION MANUALS AND MAINTENANCE MANUALS SHALL BE PROVIDED TO

THE BUILDING OWNER.53. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING

AND FIRE CAULKING REQUIRED OF HIS WORK.54. ABSOLUTELY NO FLEXIBLE CONDUIT IS PERMITTED IN DEMISING WALLS. FLEXIBLE

CONDUIT IS PERMITTED FOR SHORT FINAL CONNECTIONS ONLY (6'-0" OR LESS).55. EXPOSED CONDUIT SHALL BE INSTALLED IN STRAIGHT LINES, PARALLEL OR IN

RIGHT ANGLES TO THE BUILDING STRUCTURE. DO NOT LOOP EXCESS FLEXIBLECONDUIT IN CEILING SPACE OR WALL CAVITY.

56. CABLE TYPES AC AND MN CABLES ARE NOT ACCEPTABLE. TYPE MC CABLE,ELECTRIC METALLIC TUBING (EMT) AND RIGID GALVANIZED CONDUIT AREPERMITTED.

57. ALL EQUIPMENT, DEVICES AND FIXTURES SHALL BE GROUNDED IN COMPLIANCEWITH NEC AND UL REQUIREMENTS.

58. ALL PANELS TO BE UL LABELED WITH BOLT-ON TYPE CIRCUIT BREAKERS.59. 7-DAY 24-HOUR TIME CLOCK IS REQUIRED TO CONTROL STOREFRONT ENTRY

LIGHTS, SHOW WINDOW LIGHTS, SHOW WINDOW RECEPTACLES ANDSTOREFRONT SIGNAGE. ILLUMINATED STOREFRONT SIGNS MUST REMAIN LITDURING ALL MALL BUSINESS HOURS.

60. TENANT IS REQUIRED TO MAKE A FIELD SURVEY OF THE EXISTING ELECTRICALSERVICE TO ENSURE THAT THE TOTAL CONNECTED LOAD DOES NOT EXCEED THEELECTRIC SERVICE. ANY/ALL MODIFICATIONS OR UPGRADES NEEDED ARESUBJECT TO LANDLORD'S PRIOR APPROVAL AND WILL BE COMPLETED BYTENANT/TENANT'S GC AT TENANT'S SOLE EXPENSE.

61. ALL ELECTRICAL PANELS TO BE MOUNTED ON PLYWOOD BACKER BOARD.62. PANEL PHASE LOADS TO BE BALANCED WITHIN 10%.63. ELECTRICAL PANELS MAY NOT BE RECESSED IN DEMISING PARTITIONS. SURFACE

MOUNT OR FULL FUR OUT WALL TO ACHIEVE FLUSH FINAL APPEARANCE.64. COORDINATE ALL CONCRETE TRENCHING/CORING TO ENSURE THAT ANY UNDER

SLAB UTILITIES, ETC. ARE NOT DAMAGED DURING FLOOR CUT. ANY DAMAGE TOBE REPAIRED AT TENANT'S EXPENSE. PRIOR APPROVAL AND COORDINATIONWITH PROPERTY MANAGEMENT IS REQUIRED FOR ALL CONCRETE CUTTING.

65. CONFIRM ELECTRICAL METER REQUIREMENTS WITH MALL OPERATIONS.

ELECTRICAL PLAN NOTES SCOPE OF WORK

USING EXISTING DUAL 200 AMP, 120/208V - 3ɸ SERVICESAND EXISTING PANELS, PROVIDE ALL NECESSARYEQUIPMENT, WIRING AND LIGHTING AS SHOWN.

COORDINATE WITH GC FOR ANY LOW VOLTAGEREQUIREMENTS.

GENERAL LIGHTING NOTES

A. WHERE LIGHT FIXTURE IS FOLLOWED BY "NL", THIS FIXTURE IS DESIGNATED AS A NIGHTLIGHT AND SHALL BE CONNECTED TO AN UNSWITCHED HOT CONDUCTOR.

B. UPPER CASE LETTER NEXT TO LIGHT FIXTURE DENOTES FIXTURE TYPE AND LOWER CASELETTER DENOTES SWITCHING SCHEME.

C. ALL EMERGENCY FIXTURES SHALL BE CONNECTED TO AN UNSWITCHED HOT CONDUCTOR

LIGHTING FIXTURE SCHEDULE

X1

Y1

X1

Y1

A

B

D

P

F

C

A1

T

OS

T

OS

TIMER WALL SWITCH

OCCUPANCY WALL SWITCH

120

120

CEILING OCCUPANCY SENSOR

120

OS

ELECTRIC METER

PHOTOCELL

120

E-1

LIGHTINGPLAN &NOTES

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

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WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

1SCALE

1/4" = 1'-0"SANITARY PLAN

OIL

29

LP1-15

LP1-13

30

32

LP2-1

GFI

GFI

LP1-19

LP1-18

GFI

LP1-23

50

LP2-25

LP1-20

58

LP1-5

GFI

LP1-7

35

1134

GFI

GFI

GFI

LP1-16

7' AFF

LP2-2

LP1-2

GFI

LP1-21

38

LP1-22 GFI

GFI

GFI

GFI

GFI

GFI

GFI

15

44

1621

LP1-14

LP1-17

LP-1-12

LP1-25

GFI

LP2-27

LP2-26

LP2-21

GFI

LP2-5

GFI

LP2-32

23

GFI

GFI

GFI

**LP2-8

**LP2-4

**LP2-6

GFI

LP2-28

LP2-16,18

12

LP2-23

12ALP2-10 LP2-7

GFI

LP1-9

LP2-32

GFI

LP2-19

LP2-19



J

J

LP2-30

LP2-20

PANEL LP2

(E)

GFI

LP2-27

42

47

WP/GFI

LP1-10

PANEL LP1

(E)

RTU #1 (E) RTU #2 (N)

LP1-29,31

WP/GFI

LP1-8

LP2-31,33,35

LP1-3

HEF-1

LP1-1

MUA-1

OIL

CAT 5 (1)

CAT 5 (4) / 2 PHONE

CAT 5 (1)

CAT 5 (1)

CAT 5 (2) / 2 PHONE

PATCH PANEL

E-2

POWER, ROOF& VOLTAGE

PLANS

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

1SCALE

1/4" = 1'-0"POWER PLAN1

SCALE

1/4" = 1'-0"ROOF PLAN1

SCALE

1/4" = 1'-0"LOW VOLTAGE PLAN

MM

M

M

M

M

M

PANEL "LP2"200 AMP

MCB120/208V-3ɸ

(E)

PANEL "LP1"200 AMP

MCB120/208V-3ɸ

(E)

2 - #12 THHN+ 1 - #12 GRD

IN 12" COND.

RELAY TO SHUT DOWNELECTRICAL POWER TOEQUIPMENT UNDER HOOD

TO HOOD

TIMER

2 - #12 THHN+ 1 - #12 GRD

IN 12" COND.

STORE FRONTSIGN

WIC30NF

WIF30NF

2 - #12 THHN+ 1 - #12 GRD

IN 12" COND.EXISTING

RTU#1(E)

KEF30NF

MUA30NF

EXISTING

EXISTING

3 - #8 THHN+ 1 - #10 GRD

IN 34" COND.

+ 1 - #12 GRDIN 12" COND.

RTU#2(N)

E-3

ELECTRICALPANELS

REVISIONS DATES:

PROFESSIONAL SEAL


PROJECT

3330

N.E

. 34t

h St

reet

Ft. L

aude

rdal

e, F

L 33

308

P

: 954

.566

.505

1

ww

w.la

skya

rchi

tect

.com

arch

itect

s - i

nter

ior d

esig

ners

engi

neer

s - c

onst

ruct

ion

man

ager

s



WAYB

ACK B

URGE

RS17

W42

2 22N

D ST

REET

OAKB

ROOK

TER

RACE

, IL

6018

1

NOT FOR PE

RMIT OR BI

D

NOT FOR CO

NSTRUCTIO

N

SL


STATE OF ILLINOIS

12/23/2016176R2.1200ZR

AE

ELECTRICAL RISERSCALE

NTS1

code information building description … load factor ... ubc: section 207. inside of exterior walls...

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