2/26/2019 1:43:38 pm arthur r. sypek center, building 'd...

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NO TE:SEE M EP DRAW ING S FO R EXACT LIG HTING FIXTUREDESCRIPTIO N.G C TO PRO VIDE & INSTALL BLO CKING & PIPE TOSECURED PO W ER REEL PLATE TO STRUCTURE ABO VE .

S

SP

PCEILING M O UNTED PROJECTO RCEILING M O UNTED PRO JECTO R SCREENO CCUPANCY SENSO RVACANCY SENSO RSM O KE DETECTO R - REFER TO M EP DRAW ING SHEAT DETECTO R - REFER TO M EP DRAW ING SCEILING MO UNTED EXIT SIG N -REFER TO M EP DRAW ING SHVAC SUPPLY - REFER TO M EP DRAW ING SHVAC RETURN - REFER TO M EP DRAW ING SEXIST. SPEAKER, G .C. TOCO NNECT IN NEW CEILING

L ED LINEAR APERTUR E PENDANT FIXTUREL ED LINEAR APERTUR E RECESSED FIXTURE

RCP LEG END

O CVC!


S

SP

PCEILING M O UNTED PROJECTO RCEILING M O UNTED PRO JECTO R SCREENO CCUPANCY SENSO RVACANCY SENSO RSM O KE DETECTO R - REFER TO M EP DRAW ING SHEAT DETECTO R - REFER TO M EP DRAW ING SCEILING MO UNTED EXIT SIG N -REFER TO M EP DRAW ING SHVAC SUPPLY - REFER TO M EP DRAW ING SHVAC RETURN - REFER TO M EP DRAW ING SEXIST. SPEAKER, G .C. TOCO NNECT IN NEW CEILING

L ED LINEAR APERTUR E PENDANT FIXTUREL ED LINEAR APERTUR E RECESSED FIXTURERCP LEG END

O CVC!


S

SP

P CEILING M O UNTED PROJECTO RCEILING M O UNTED PRO JECTO R SCREENO CCUPANCY SENSO RVACANCY SENSO RSM O KE DETECTO R - REFER TO M EP DRAW ING SHEAT DETECTO R - REFER TO M EP DRAW ING SCEILING MO UNTED EXIT SIG N -REFER TO M EP DRAW ING SHVAC SUPPLY - REFER TO M EP DRAW ING SHVAC RETURN - REFER TO M EP DRAW ING SEXIST. SPEAKER, G .C. TOCO NNECT IN NEW CEILING


RCP LEG END

O CVC!


S

SP

PCEILING M O UNTED PROJECTO RCEILING M O UNTED PRO JECTO R SCREEN

O CCUPANCY SENSO RVACANCY SENSO RSM O KE DETECTO R - REFER TO M EP DRAW ING SHEAT DETECTO R - REFER TO M EP DRAW ING SCEILING MO UNTED EXIT SIG N -REFER TO M EP DRAW ING SHVAC SUPPLY - REFER TO M EP DRAW ING SHVAC RETURN - REFER TO M EP DRAW ING SEXIST. SPEAKER, G .C. TOCO NNECT IN NEW CEILING

L ED LINEAR APERTUR E PENDANT FIXTUREL ED LINEAR APERTUR E RECESSED FIXTURERCP LEG END

##

X INTERIOR ELEVATION

# TOILET ACCESSORYBUILT-IN EQUIPMENT

GENERAL NOTE

D# DEMOLITION NOTE

WALL SECTION

BUILDING CROSS SECTION

EXTERIOR ELEVATION

DETAIL

#

A###

#

A###

SIM

SIM

#

A###

#

A###

SIM

GRAVEL OR POROUS FILL

EARTH

CONCRETE MASONRY UNITS

BRICK CMU VENEER

GROUT

GYPSUM BOARD

PLYWOOD

CONCRETE

RIGID INSULATION

NEW PARTITION COORD. WITH PARTITION TYPE

STEEL

A

X WINDOW/ ALUMINUM FRAME

100-1 DOOR TAG (WITH NO AREA)

DOOR TAG (WITH AREA)

FLOOR LINE LEVELOR DATUM

EL 0'-0"(0-0")

100-1

XX SF

PROJECT LOCATION MCTS SYPEK CAMPUS

N

N

BUILDING D

AREA OF WORK CULINARY ART LAB

RENOVATION

"ANNEX"

© DIGroupArchitecture 2018, Unauthorized reproduction or other use of these drawings or ideas is prohibited.

Owner:

Drawing Title:

Project No.:

Project:

Scale

Date:

File Location

NEW JERSEY

15 Bethany StreetNew Brunswick, NJ 08901T: 732.24.6242

Drawn By:

Checked By:

File No.

Dwg.No.

Richard D. Alderiso , AIANJ RA AI 15023 NY RA 027416 DE RA SF-0007673FL RA AR95696 MD RA 16459

Vincent A. Myers, AIANJ RA AI 11415

Jeffrey D. Venezia, AIANJ RA AI 08271 NY RA 023719-1

Kurt Baur, AIA ACHANJ RA AI 08628 NY RA 032433-1 PA RA 405369CT RA 11710

AS NOTED

1 02-26-19 OUT TO BID

C:\Users\FZhou\Documents\18777MCTS_Central_FZhouAWUHW.rvt

2/26/2019 1:43:38 PM

A-000

FZ / KG

RA

11/5/201818.777

COVER SHEET

Mercer County Vocational TechnicalSchools, 1085 Old Trenton Road, Trenton,NJ 08690

Arthur R. Sypek Center Culinary Art LabInterior Renovation129 Bull Run Road, Pennington, NJ, 08534

MERCER COUNTY TECHNICAL SCHOOLSArthur R. Sypek Center, Building 'D'129 BULL RUN ROAD, PENNINGTON, NJ 08534

Project Number: 18.777NJDOE # 3105-040-19-1000

Building Analysis

Applicable CodesUNIFORM CONSTRUCTION CODE (N.J.A.C. 5:23)2015 INTERNATIONAL BUILDING CODE2014 NATIONAL ELECTRICAL CODE2009 NATIONAL STANDARD PLUMBING CODE2015 INTERNATIONAL ENERGY CONSERVATION CODE (Residential) ASHRAE 90.1-2013 (Commercial)2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL FUEL GAS CODEREHABILITATION SUB CODE (N.J.A.C. 5:23-6)BARRIER FREE SUB CODE ANSI A117.1-2009

NJ DEPARTMENT OF EDUCATION

SCHOOL FACILITIES PLANNING SERVICES N.J.A.C. 6:22-1.1 ET SEQ.

DOCUMENT REVIEW

EACH CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL ARCHITECTURAL, CIVIL, STRUCTURAL, HVAC, FIRE PROTECTION, PLUMBING, ELECTRICAL & TECHNOLOGY DRAWINGS. ALL DOCUMENTS CONTAIN INFORMATION WHICH IS COMPLIMENTARY TO EACH TRADE AND MUST BE REVIEWED & UNDERSTOOD PRIOR TO BIDDING THIS PROJECT.

WORK

WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH NATIONAL, LOCAL & ALL OTHER APPLICABLE CODES & REQUIREMENTS AS DETERMINED BY AUTHORITIES HAVING JURISDICTION.

AREA OF PROPOSED WORK:

CULINARY ART LAB AREA: 1,730 SFTOTAL RENOVATION AREAS: 1,730 GROSS S.F.MAXIMUM OCCUPANCY: 42 OCCUPANTSTOTAL BUILDING FOOTPRINT: 27,800 S.F.USE GROUP: 'E' (NO CHANGE)

MISCELLANEOUS

Abbreviation

SymbolsMATERIAL DESIGNATION

REFERENCE NOTES

NOTES PERTAINING TO SPECIFIC MATERIALS, DIMENSIONS, AND/ OR DESCRIPTIONS OF WORK AS THEY RELATE TO THE DRAWINGS ON WHICH THEY APPEAR. ALL REFERENCE NOTES ARE COMPLIMENTARY TO EACH DRAWING AND ARE TO BE CAREFULLY REVIEWED PRIOR TO CONSTRUCTION.

DETAILS & ELEVATIONS

WINDOWS & DOORS DATUM REFERENCE

A.F.F.ALUM.@ACOUS.ALT.BM.B.E.J.BET.BLK.BD.BOT.BLDG.B.O.C.B.CEM.CEM. PLAS.C.L.CONC.C.M.U.CONT.CONTR.C.J.COORD.CTSK.DET.DIAM.D.F.DR.DN.EA.EL.E.O.S.EXIST.ETR.EXP.EXT.EXTR.FT.FIN.FIN. FLR.F.GF.EF.P.F.O.FL.F.D.F.O.W.FNDTN.GALV.GA.G.C.H.R.HDWR.H.S.S.T.O.P.T.O.W.TYP.U.L.U.O.N.VERT.V.I.F.

ABOVE FINISH FLOORALUMINUMATACOUSTICALTERNATEBEAMBUILDING EXPANSION JOINTBETWEENBLOCK OR BLOCKINGBOARDBOTTOMBUILDINGBOTTOM OFCOLLECTOR BOXCEMENTCEMENT PLASTERCENTER LINECONCRETECONCRETE MASONRY UNITCONTINUOUSCONTRACTORCONTROL JOINTCOORDINATECOUNTERSUNKDETAILDIAMETERDRINKING FOUNTAINDOORDOWNEACHELEVATIONEDGE OF SLABEXISTINGEXISTING TO REMAINEXPOSEDEXTERIOREXTRUDEDFEETFINISHFINISH FLOORFINISH GRADEFIRE EXTINGUISHERFIREPROOFINGFACE OFFLOORFLOOR DRAINFACE OF WALLFOUNDATIONGALVANIZEDGAUGEGENERAL CONTRACTORHAND RAILHARDWARESTEEL TUBE BEAM OR COLUMNTOP OF PARAPETTOP OF WALLTYPICALUNDERWRITERS LABORATORYUNLESS OTHERWISE NOTEDVERTICALVERIFY IN FIELD

HT.H.P.H.M.HOR.I.D.I.D.F.INSUL.L.D.R.L.P.M.H.M.O.MAX.M.E.P.M.E.R.MTL.M.F.D.M.F.T.R.M.R.D.MISC.N.N.J.P.E.N.I.C.N.T.S.NO.O.C.OPNG.O.D.O.A.PART.PLAS.PL.PNT.P.T.PTD.REV.R.R.D.RM.R.O.SECT.S.P.SPECS.SQ.SQ. FT.S.S.ST. STL.STL.STRUCT.SUSP.T.O.T.O.C.T.O.S.T.O.STL.T.W.C.W.F.W.P.WPFG.WWM.W/WD.

HEIGHTHIGH POINTHOLLOW METALHORIZONTALINSIDE DIAMETERINTERMEDIATE DISTRIBUTION FRAMEINSULATIONLEADERLOW POINTMANHOLEMASONRY OPENINGMAXIMUMMECHANICAL, ELECTRICAL & PLUMBINGMECHANICAL EQUIPMENT ROOMMETALMETAL FLOOR DECKMANUFACTURERMETAL ROOF DECKMISCELLANEOUSNORTHNEW JERSEY PROFESSIONAL ENGR.NOT IN CONTRACTNOT TO SCALENUMBERON CENTEROPENINGOUTSIDE DIAMETEROVERALLPARTITIONPLASTERPLATEPAINTPRESSURE TREATEDPAINTEDREVISIONRISERSROOF DRAINROOMROUGH OPENINGSECTIONSTEEL PIPE COLUMNSPECIFICATIONSSQUARESQUARE FEETSTAINLESS STEELSTAINLESS STEELSTEELSTRUCTURALSUSPENDEDTOP OFTOP OF CURBTOP OF SLABTOP OF STEELTREADSWATER CLOSETWIDE FLANGE BEAM OR COLUMNWORK POINTWATERPROOFINGWELDED WIRE MESHWITHWOOD

Project Team

Owner: MERCER COUNTYTECHNICAL SCHOOLS1085 Old Trenton RoadTrenton, NJ 08690

T: 609-631-2126

F: 609-644-4821

Architect: DIGroup Architecture18 Bethany StreetNew Brunswick, New Jersey 08901

T: 732.249.6242

F: 732.247.1825

Consultants: JOHNSON & URBAN LLCMEP Engineers295 Route 34Cotts Neck, NJ 07722T: (732) 772 1500

Raymond & Raymond AssociatesFood Service Consultant44 Saint John StreetGoshen, NY 10924T: (845) 360. 5112

Location Map

Key Plan - Not to Scale

ARCHITECTURE DRAWING LIST

Sheet Number Sheet Name

A-000 COVER SHEET

A-001 ARCHITECTURAL SITE PLAN AND ITEMS OF WORK

A-002 DEMOLITION FLOOR PLAN & PARTIAL DEMOLITION ELEVATION

A-003 DEMOLITION RELECTED CEILING PLAN

A-004 PARTITION & DOOR TYPES AND DOOR & CEILING DETAILS

A-005 DETAILS

A-100 FLOOR PLAN

A-101 NEW REFLECTED CEILING PLAN

A-102 NEW ROOF PLAN

A-103 NEW FURNITURE and FINISH PLANS

A-302 INTERIOR ELEVATIONS

A-601 WALL SECTIONS

A-602 WALL SECTIONS

MEP DRAWING LIST


M-001

M-002

M-101

M-102

M-201

M-202

E-001

E-002

E-101

E-201

E-202

P-001

P-002

P-101

P-102

P-103

P-201

P-301

MECHANICAL - NOTES AND SYMBOLS

MECHANICAL - SPECIFICATIONS

MECHANICAL - FLOOR PLAN - DEMOLITION

MECHANICAL - FLOOR PLAN - NEW WORK

MECHANICAL - SCHEDULES AND DETAILS

MECHANICAL - DETAILS

ELECTRICAL - SYMBOLS & ABBREVIATIONS

ELECTRICAL - NOTES & SPECIFICATIONS

ELECTRICAL - FLOOR PLAN - DEMOLITION

ELECTRICAL - FLOOR PLAN - NEW WORK

ELECTRICAL - FLOOR PLAN - NEW WORK

PLUMBING - GENERAL INFORMATION

PLUMBING - SPECIFICATIONS

PLUMBING - FLOOR PLAN - DEMOLITION

PLUMBING - FLOOR PLAN - NEW WORK - UNDER SLAB PIPING

PLUMBING - FLOOR PLAN - NEW WORK - ABOVE SLAB PIPING

PLUMBING - RISER DIAGRAMS

PLUMBING - DETAILS

FOOD SERVICE LIST


FS-001

FS-002

FS-003

FS-004

FS-005

FOOD SERVICE - EQUIPMENT PLAN

FOOD SERVICE - EQUIPMENT SCHEDULE

FOOD SERVICE - ELECTRICAL CONNECTIONS, PLAN & NOTES

FOOD SERVICE - PLUMBING CONNECTIONS PLAN & NOTES

FOOD SERVICE - SPECIAL CONDITIONS PLAN & NOTES

FS-006 FOOD SERVICE - EXHAUST HOOD SCHEDULE, DETAILS & NOTES

E-003

E-004

ELECTRICAL - DETAILS

ELECTRICAL - DETAILS & SCHEDULES

Code Analysis

CHAPTER 6: Types of Construction

Construction Classification (602)

Type 2B

Table 601-File Resistance Rating Requirements for Building elements(hrs.)

* Building Element

Structural FrameCol./ Griders/Trusses

Bearing WallsExterior:Interior:

Floor ConstructionIncluding Beams/Joists

Roof Construction

0 Hour0 Hour

0 Hour

0 Hour

Type 2B

Construction

Table 602-File Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance

X < 5ft

5 ft ≤ X ≤ 10 ft

10 ft ≤ X ≤ 30 ft

X ≥ 30 ft

1

1

1

0

**Fire Separation

Distance = X Type 2B Group E

a. Fire resistance rating of structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only.

b. Fire protection of structural members shall not be required where every part o the roof construction is 20 feet or more above floor below.

** Buildings whose exterior bearing wall, exterior nonbearing wall and exterior structural frame are not required to be fire-resistance rated shall be permitted to have unlimited unprotected openings. Refer to Table 601.

FS-007 FOOD SERVICE - EXHAUST HOOD NOTES & WIRING DIAGRAMS

Revisions

No. Date Description

FS-008 FOOD SERVICE - TYPICAL DETAILS & NOTES

CONTRACTOR ACCESS

N

SCHOOL DOORS

CULINARY ART LABAREA OF WORKBUILDING "D"

BU

ILD

ING

"B

"

BU

ILD

ING

"D

"

BUILDING "C"

BUILDING "A"

N

CULINARY ART LAB AREA OF WORK

BUILDING "D"

BULL RUN

ROAD

G.C. STAGING

AREA


Owner:

Drawing Title:

Project No.:

Project:

Scale

Date:

File Location

NEW JERSEY


Drawn By:

Checked By:

File No.

Dwg.No.





AS NOTED

1 02-26-19 OUT TO BID


2/26/2019 1:43:39 PM

A-001

FZ / KG

RA

11/5/201818.777

ARCHITECTURAL SITE PLAN ANDITEMS OF WORK



SCALE: 1/16" = 1'-0"1

Construction Access Plan

A. THE CONTRACTOR SHALL THOROUGHLY REVIEW ALL DRAWINGS, SPECIFICATIONS AND PERMITTED HOURS OF WORK.B. PERMITTED HOURS OF WORK:• WORK INCLUDING SELECTIVE DEMO ITEM (WITH THE EXCEPTION

OF MASONRY/OR CONCRETE SAW-CUTTING):

7:00 AM TO 10:00 PM MONDAY THROUGH FRIDAYS

• ACTIVITIES INVOLVING MASONRY OR CONCRETE SAW CUTTING:

4:00 PM TO 10:00 PM MONDAY THROUGH FRIDAYS

• PARTITION CONSTRUCTION, FINISHES CASEWORK:

7:00 AM TO 10:00 PM MONDAY THROUGH FRIDAYS

• ALL WORK ACTIVITIES CAN OCCUR ON SATURDAYS FROM 8:00 AM -6:00 PM, HOWEVER ALL ADJACENT SPACES MUST BE VACUUM CLEANED & DUST FREE PRIOR TO MONDAY OCCUPANCY.

• ALLOW FOR OWNER OCCUPANCY AT ALL TIMES.

C. PRIOR TO PROCEEDING WITH ANY WORK, THE CONTRACTORS SHALL REVIEW FOR APPROVAL BUILDING ACCESS AND WORK TIME PERIODS WITH:

MR. RICK HILLMAN DISTRICT MANAGERTECHNOLOGY, BUILDINGS AND GROUNDS

MERCER COUNTY TECHNICAL SCHOOLS1085 OLD TRENTON ROAD

TRENTON, NJ 08690 TEL: (C) 609 . 960 . 2070

D. IF ASBESTOS MATERIAL IS ENCOUNTERED DURING THE WORK OF THIS CONTRACT, IMMEDIATELY NOTIFY OWNER IN WRITING. DESCRIBE THE ASBESTOS LOCATION AND QUANTITY SO THAT ARRANGEMENTS CAN BE MADE BY THE OWNER TO ABATE THE CONDITIONS.

E. IT IS INTENDED TO RENOVATE THE EXISTING SCHOOL'S SUPER MARKET CLASSROOM INTO CULINARY ART LAB. THE WORK WILL INVOLVE COMPLETE AND TEMPORARY REMOVALS OF LIGHTING, DETECTION SYSTEMS, AUDIO SYSTEMS, CEILINGS, INTERIOR WALLS, AND SURFACE FINISHES AS NOTED ON DRAWINGS. THE NEW INSTALLATIONS WILL INVOLVE LIGHTING, CEILINGS, WALLS, FINISHES,COMMERCIAL KITCHEN EQUIPMENT INCLUDING EXTERIOR WALKIN COOLER AND FREEZER.

ALL ASPECTS OF THIS WORK ARE AS INDICATED/ INFERRED ON THE CONTRACT DOCUMENTS AND SPECIFICATIONS.

F. CONDUCT ALL DEMOLITION OPERATIONS IN A MANNER TO PREVENT DAMAGE TO POSSIBLY HIDDEN STRUCTURAL ELEMENTS (COLUMNS, BEAMS, ETC.).

IF UNCOVERED, ANY PREVIOUSLY HIDDEN STRUCTURAL ELEMENTS ARE TO REMAIN INTACT. CONTACT ARCHITECT IMMEDIATELY.

G. TEMPORARY LIGHTING IS TO BE PROVIDED BY CONTRACTOR. LIGHT LEVELS TO BE ADEQUATE FOR THE SAFE PERFORMANCE OF DEMOLITION AND CONSTRUCTION ACTIVITIES.

H. GENERAL CONTRACTOR SHALL PROVIDE DUMPSTER, LOCATION TO BE COORDINATED WITH OWNER. ANY HOLES CREATED IN WALLS, FLOOR, CEILING DURING THE DEMOLITION OR CONSTRUCTION OF THIS PROJECT SHALL BE PATCHED AND FINISHED MATCHING EXISTING ADJACENT CONDITIONS

I. NOTIFY THE ARCHITECT IF EXISTING PLUMBING LINES, DUCTWORK, AND ELECTRICAL LINES SCHEDULED FOR REMOVAL ARE REQUIRED FOR SERVICING OTHER AREAS OF THE BUILDING. DO NOT REMOVE ABOVE MENTIONED EQUIPMENT WITHOUT INSTRUCTIONS FROM THE ARCHITECT. REFERENCE MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR ADDITIONAL DEMOLITION NOTES. ALL CORRIDOR WALLS, FLOORING AND ANY ELEMENTS TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. GENERAL CONTRACTOR SHALL SECURE AND COVER TO PROTECT. IT IS THE INTENT OF THE WORK RELATED TO THESE CONTRACT DOCUMENTS TO MAINTAIN ELECTRIC POWER, FIRE / SMOKE DETECTION SYSTEMS, AUDIO AND COMPUTER / I.T. SYSTEMS WITHOUT ELECTRIC POWER LOSS OR INTERRUPTION TO THE BUILDING.

J. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, TO THE OWNER AND ARCHITECT, THE INTENDED 'SEQUENCE OF WORK' RELATED TO THE WORK DESCRIBED HEREIN. THE SUBMISSION SHALL INCLUDE A WRITTEN DESCRIPTION AND / OR LISTING, KEY PLANS WITH WORK START POINTS, WORK SEQUENCING WITH DATES, POTENTIAL INFRASTRUCTURE INTERRUPTIONS, DUST PROTECTION DESCRIPTIONS AND / OR DRAWINGS.

PRIOR TO THE START OF WORK, IN EACH ROOM AREA, THE CONTRACTOR SHALL VERIFY THAT ALL LOOSE FURNITURE, PICTURES, FLOOR MATS, FLAGS, PLAQUES, DIRECTORIES, ROOM SIGNAGE, PLANTS, ETC. HAVE BEEN REMOVED FROM EACH ROOM AREA. IF THIS HAS NOT BEEN DONE, NOTIFY THE OWNER IMMEDIATELY. DO NOT PROCEED WITH WORK UNTIL ROOM AREA IS CLEAR AND EMPTY OF ANY / ALL ITEMS DESCRIBED HEREIN.

THE GENERAL CONTRACTOR SHALL OBTAIN AND ADHERE TO ANY/ALL WRITTEN GUIDELINES CONCERNING MATERIAL SEPARATION PROCEDURES FOR DUMP SITE DISPOSAL BY AGENCIES HAVING JURISDICTION.

THE GENERAL CONTRACTOR, DURING THE PROCESS OF ANY AND ALL WORK RELATED TO THIS PROJECT, SHALL PROTECT AND RETAIN ALL EXISTING TELEPHONE, INTERNET TECHNOLOGY, AUDIO AND ELECTRIC SERVICES.

ALL MATERIALS, EQUIPMENT AND FASTENING DEVICES IDENTIFIED TO BE REMOVED SHALL BE DISPOSED OF IN LEGAL DUMPSITES AND/OR UTILIZING LEGAL PROCEDURES APPROVED BY ALL AGENCIES HAVING JURISDICTION CONCERNING THE WORK AND LOCATION OF THIS CONTRACT.

THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN ALLCONSTRUCTION PERMITS AND PAY ALL FEES RELATED TO SAME PERMITS CONCERNING EVERY ASPECT OF THE WORK DESCRIBED HEREIN.

THE CONTRACTOR SHALL PROVIDE AND INSTALL DUST PROTECTION, ZIPWALL & ZIPDOOR KIT. THE PLAN LOCATION AND CONFIGURATION OF SAME, SHALL BE FIELD LOCATED AND APPROVED BY THE OWNER.

AT THE COMPLETION OF EACH WORK DAY,CONCERNING THE DEMOLITION AND REMOVALS INDICATED ON THE DRAWINGS, BROOM CLEAN AND VACUUM ALL FLOOR AND WALL SURFACES WITHIN AND OUTSIDE AREAS OF WORK.

THE CONTRACTOR AND / OR CONTRACTORS SHALL PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS REQUIRED TO INSTALL AND COMPLETE ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENT DRAWINGS AND SPECIFICATIONS.

ALL NEW MATERIALS AND ASSEMBLIES REQUIRED AND / OR DESCRIBED IN THE DRAWINGS, DRAWING NOTES AND SPECIFICATIONS TO "MATCH EXISTING" OR DESCRIBED AS "MATCHING" SHALL BE THE EXACT OR SAME MATERIAL AND ASSEMBLY, IN EVERY RESPECT.

DISASSEMBLE TO REMOVE, STORE AND SAVE FOR REUSE THE EXISTING BURGLAR SYSTEM EQUIPMENT / DEVICES, DETECTION DEVICES / SPEAKERS, EXIT SIGNAGE / LIGHTING, INTERCOM EQUIPMENT, SECURITY CAMERAS, BRACKETS, I.T. / INTERNET TECHNOLOGY EQUIPMENT, AUDIO EQUIPMENT AND TELEVISIONS / MONITORS WITH BRACKETS. COORDINATE DELIVERY OF EQUIPMENT WITH SCHOOL PERSONNEL PRIOR TO ANY DEMOLITION WORK.

THE CONTRACTOR(S), AFTER NOTIFYING THE OWNER 48 HOURS IN ADVANCE, SHALL PERFORM REQUIRED SYSTEM SHUT-OFF AND / OR SHUTDOWNS CONCERNING THE ELECTRICAL SYSTEM, FIRE ALARM AND DETECTION SYSTEMS RELATED TO SAME. EXISTING FIRE ALARM SYSTEM MUST REMAIN FULLY OPERATIONAL DURING THE COURSE OF CONSTRUCTION. IN THE EVENT OF TEMPORARY FAILURE OF THE FIRE ALARM SYSTEM. FOR ANY REASON, OR WHERE ACTIVITIES REQUIRE THE INTERRUPTION OF ANY FIRE DETECTION OR ALARM SYSTEM COMPONENTS, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A FIRE WATCH. CONTRACTOR SHALL INCLUDE ANY & ALL FIRE WATCH COSTS IN THEIR BID.

ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC) AND THE LOCAL UTILITY COMPANY.

ALL EXISTING MECHANICAL, I.T. CIRCUITING AND ELECTRICAL LINES OR CIRCUITS ATTACHED TO EXISTING ASSEMBLIES AND EQUIPMENT SLATED FOR REMOVAL, SHALL BE PROTECTED, MAINTAINED AND REATTACHED OR SECURED TO NEW WORK, EXISTING ADJACENT SURFACES, OR NEW EQUIPMENT.

WHERE EXISTING CIRCUITING / WIRING FOR LIGHTING OR DETECTION DEVICES ARE NOT LONG ENOUGH, PROVIDE JUNCTION BOXES AND MATCHING WIRING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION TO PERMIT THE EXTENSION OF CIRCUITING FOR SAME FIXTURES AND DEVICES.

PROVIDE AND INSTALL ANY AND ALL REQUIRED TEMPORARY SUPPORT, SHORING, BRACING AND / OR NEEDLING TO STABILIZE AND SUPPORT EXISTING BUILDING FRAMING FOR FLOORS, CEILINGS AND WALLS CONCERNING THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.

AT EXISTING VCT CORRIDOR FLOORS, THE CONTRACTOR SHALL PROVIDE AND INSTALL ¼" THICK SHEET "MASONITE" PROTECTION BOARDS PLACED EDGE-TO-EDGE WITH ALL BUTT JOINTS TAPED TO PROTECT EXISTING SURFACES ADJACENT TO THE CORRIDOR ENTRANCE WORK AREAS.

ITEM OF WORK AND REQUIREMENTS

SCALE: 1" = 100'-0"2

Site Plan

K.

L.

M.

N.

O.

P.

Q.

R.

S.

T.

U.

V.

W.

X.

Y.

Z.

Revisions


SA

T

T T

SA

SA

T

D24

13

' -

5"

3' -

5"

10

' -

0"

3' - 0" 4' - 8"

7' - 8"6' - 4"3' - 0"

D15

7' -

6"

A-002

2

(E)FA

(E)CUH

(E)FA E

E

(E)

F.T

.

(E)

F.T

.

E

E EE,48"

E,48"

WALL INFILL @SIDELITE

(E)48" E,48" E

24"

E24"

(E)FA,48"

(E)SMOKE ALARM,72"

E48"

E,48"

(E)FE,48"

E,48"

E,48"

E,42"

E,42"

TB

E, 48"

(E)FA, 48"

E

E

ELECPNL, 72"AFF

(E)SMOKE ALARM, 80"

E, 48"

E, 88"

E, 88"

E,42" GFI

E,48"

(E)POWERSHUT OFF

PTD

9'-10" CL. HT. EXP. CLG. 13'-5" B.O.D.11'-9" B.O. JOIST

EXP. CLG. 12'-5" B.O.D.11'-9" B.O. JOIST

10' - 11 1/2" 9' - 5" 15' - 7"

11' - 6"

7' -

6"

13

' -

6"

9'-10" CL. HT.

10'-0" CL. HT.

(E)

FIN

NE

D T

UB

E

E,50"

+/- 58' - 6"

E

+/-

31

' - 5

"

EX CONCRETEPAD

9'-10" CL. HT.

EXP. CLG. 13'-5" B.O.D11'-9" B.O. JOIST

EX GRASSAREA

(E)FA

COUNTER (D)WM

CASE (E)3-COMPREFR(E)FREEZ(E)

WM BOX (E)

REFR (E)

236 SF

EX. CONF. RM.

-

167 SF

EX. LOCKER RM.

D101A

144 SF

EX. STORAGE

D101B

150 SF

EX. OFFICE

D101C

E48"

E,24"

E,24"

E,24"

1785 SF

CULINARY ART

LAB

D101

D10

D15

EX. RESTROOM

26 SF

AREA OF EX. SLOPED CONCRETE FLOOR LEVELING & FILL

SCHOOL BELL SYSTEM

@97.5"AFF

+/- 21' - 9"

+/-

15' -

8 1

/2"

D9

D11

D12

D13

D18

D11

D13

D18

D11

D13

D18

D9

D10 D11

D13

D11

D12

D13

D17D17D17D17D17

D20

D8D8

D14

EX. INFILL AREA

12' - 4" 7 1/2"

3' - 0" 6' - 4" 3' - 0" 7 1/2"

D22

D24

D22

D24

D23

D16

D24

D16D7D16

D101D

D21

D16

5-1/2"

9"2"

3"

5' -

0"

3' - 2 1/2" D25 +/-

16

' - 0

"

± 9' - 2 1/2" 6" ± 3' - 4"

± 13' - 0 1/2"

D19

D19

D19

D19

D19D19

D19

D26

D27

D28

RAISED CONCRETE PAD TO BE REMOVED

EX. RAISEDCONCRETE PADPORTION TO REMAIN

EX CONCRETE

EX GRASS

D29


Owner:

Drawing Title:

Project No.:

Project:

Scale

Date:

File Location

NEW JERSEY


Drawn By:

Checked By:

File No.

Dwg.No.





AS NOTED

1 02-26-19 OUT TO BID


2/26/2019 1:43:39 PM

A-002

FZ / KG

RA

11/5/201818.777

DEMOLITION FLOOR PLAN &PARTIAL DEMOLITION ELEVATION



SCALE: 1/4" = 1'-0"2

PARTIAL DEMO ELEVATION

DEMOLITION / REMOVALGENERAL AND REFERENCE NOTES:

GENERAL NOTES:

REFER TO EACH NOTE UNDER - 'ITEMS OF WORK AND REQUIREMENTS'

THE NOTE DESCRIPTIONS HERE IN ARE NOT INTENDED TO INFER A SEQUENCE OF WORK. THE 'SEQUENCE OF WORK' IS TO BE SUBMITTED BY THE CONTRACTOR IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL.

REFERENCE NOTES:

THE CONTRACTOR AND SUBCONTRACTORS SHALLOBTAIN ALL CONSTRUCTION PERMITS AND PAY ALLFEES RELATED TO SAME PERMITS CONCERNING EVERY ASPECT OF THE WORK DESCRIBED HEREIN.

THE GENERAL CONTRACTOR SHALL OBTAIN ANDADHERE TO ANY/ALL WRITTEN GUIDELINESCONCERNING MATERIAL SEPARATION PROCEDURESFOR DUMP SITE DISPOSAL BY AGENCIES HAVINGJURISDICTION.

PRIOR TO THE START OF WORK, IN THE EXISTING CLASSROOM, LOCKER ROOM, STORAGE ROOM AND OFFICE, THE CONTRACTOR SHALL VERIFY THAT ALL CABINETS, SHELVING, CAMERAS, AUDIO SPEAKERS,FIRE EXTINGUISHERS, ROOM SIGNAGE, ETC. HAVE BEEN REMOVED FROM EACH ROOM AREA. IF THIS HAS NOT BEEN DONE, NOTIFY THE OWNER IMMEDIATELY. DO NOT PROCEED WITH WORK UNTIL ROOM IS CLEAR AND EMPTY OF ANY/ALL ITEMS DESCRIBED HEREIN.

THE BUILDING WILL BE OCCUPIED BY THE OWNER DURING THE DEMOLITION PROCESS. PROVIDE AND INSTALL DUST PROTECTION IN AREAS OF WORK TO MINIMIZE THE AFFECTED AREA OF CLEANUP. AFTER THE DEMOLITION HAS BEEN COMPLETED, EACH ROOM AREA SHALL BE BROOM SWEPT AND VACUUMED REMOVING ALL DEBRIS AND DUST. ADJACENT CORRIDORS SHALL BE VACUUMED & CLEANED AT END OF EACH WORKDAY.

PRIOR TO THE REMOVAL OF THE CEILING TILES, EXIT SIGNS, LIGHTING, SMOKE DETECTORS, FIRE STROBES, MASONRY PARTITIONS AND PARTITION / WALL SYSTEMS, DISCONNECT / CAP OR TERMINATE ALL ELECTRICAL CIRCUITING AT DISTRIBUTION PANELS, TO FACILITATE WORK SHOWN ON DRAWINGS.

CAREFULLY REMOVE AND SAVE FOR REUSE THE EXISTING FIRE ALARM SYSTEM DEVICES, FIRE STROBE, FIRE PULL BOX AND ROUGHING BOXES. THE FIRE STROBE AND PULL BOX ARE TO BE RELOCATED AS INDICATED ON THE DRAWINGS. WORK CONCERNING THE FIRE STROBE AND FIRE PULL STATION SHALL BE COORDINATED AND PROCURED BY THE GC AND PERFORMED BY:

ATLANTIC SECURITY and FIRE COMPANY 44 OCEANPORT AVENUE WEST LONG BRANCH, NJ 07764 TEL. 732. 531-0000

REMOVE AND DISCARD ALL MISCELLANEOUS WALL MOUNTED EQUIPMENT; I.E. CABINETRY, CHALK AND TACK BOARDS, SOAP / TOWEL DISPENSERS, BULLETIN BOARDS, ETC... AND ALL FASTENING DEVICES. SEE MEP DRAWINGS FOR MORE INFORMATION.

PROVIDE & INSTALL ZIP WALL ZDS & ZIP DOOR KITS. G.C. TO SECURE DUST PROTECTION & ROOM SECURITY

DISCONNECT PLUMBING PIPING TO REMOVE AND DISCARD CABINET SINKS AND TOILET. CAP ALL PLUMBING PIPING BEHIND OR BELOW WALL SURFACES. PROVIDE ACCESS PANELS AS REQUIRED. SEE MEP DRAWING FOR MORE INFORMATION.

REMOVE EXISTING GYPSUM BOARD CEILING, SOFFIT, ASSOCIATED FRAMING MECHANICAL, LIGHT FIXTURES. EXISTING FIRE ALARM DEVICES ARE TO BE TEMPORARILY SUPPORTED IN PLACE&KEPT OPERATED UNTIL NEW FIRE ALARM DEVICES/EQUIPMENT HAVE BEEN INSTALLED&TESTED.

DISASSEMBLE / DISCONNECT TO REMOVE AND DISCARD ALL LIGHTING. CAP ALL ELECTRICAL EMBEDDED CONDUIT WITH CIRCUITING AND FIXTURE ROUGHING BOXES. VERIFY LIGHT FIXTURES TO BE DISCARDED WITH OWNER PRIOR TO REMOVAL.

REMOVE EXISTING VCT FLOORING AND ADHESIVE. PREP SURFACE FOR NEW EPOXY FLOORING AS SPECIFIED. PROVIDE SELF LEVELING COMPOUND FOR FLAT CONTIGUOUS SUB-FLOOR.

REMOVE ALL MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS AS DESIGNATED ON MEP DRAWINGS, CAP ALL LINES AS NECESSARY. ALL EXISTING WIRING REMOVED IS TO BE BROUGHT BACK AND TERMINATED AT THE DISTRIBUTION PANEL.

REMOVE EXISTING WALL MOUNTED TACK BOARD/CHALK BOARD & TURN OVER TO OWNER OR DISPOSE OF IF OWNER REQUESTS. REMOVE ANY FASTENERS. PREPARE ALL WALL SURFACES FOR NEW FINISHES.

REMOVE AND TURNOVER TO OWNER OR DISCARD EXIST. DOOR AND HARDWARE. DISASSEMBLE AND CAREFULLY CUT TO REMOVE EXIST. DOOR AND DOOR FRAME AND TRANSOM AND ALL FASTENING DEVICES. REMOVE EXISTING PORTION OF EXTERIOR BLOCK & BRICK WALL ASSEMBLY. EXISTING LINTEL TO REMAIN AND BE CLEANED. SEE DETAILS FOR NEW LINTELS & MORE INFORMATION.

EXISTING DOOR TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION. DOOR FRAME TO BE PAINTED.

THE OWNER WILL CAREFULLY REMOVE&STORE ALL EQT. NOTED TO BE REUSED. G.C. WILL RE-INSTALL ALL EQT. AT SUBSTANTIAL COMPLETION.

REMOVE EXISTING ACT CEILING ASSEMBLY. INCLUDING ALL TILES. GRID AND SUSPENSION WIRING. REMOVE ALL DIFFUSERS& LIGHT FIXTURES. REMOVE EXISTING WALL BASE & PREP FLOOR FOR NEW EPOXY FINISH. PREP WALLS FOR NEW EPOXY PAINT FINISH & NEW CEILING GRID + TILES. ALL FLOOR AND WALL FINISHES TO BE FLAT & CONTINUOUS.

SAW-CUT EXISTING CONCRETE FLOOR AS REQUIRED FOR INSTALLATION OF NEW PLUMBING FIXTURES. COORDINATE TRENCHING WITH PLUMBING DRAWINGS. DEPTH, WIDTH OF TRENCH(ES) WILL VARY BASED ON PIPE SIZING & LENGTHS. SEE DETAIL #3 ON SHEET A-005. SEE ALTERNATE BIDS # 2 # 3,4,5

IN ORDER TO FACILITATE OVER HEAD PLUMBING INSTALLATION & TIE-IN TO EXISTING SUPPLY & RETURN LINES, CAREFULLY REMOVE&REINSTALL CORRIDOR/ROOM CEILING TILES. DAMAGED CEILING TILES SHALL BE REPLACED IN KIND AT CONTRACTOR'S COST. ALL EXISTING PARTITIONS SHALL BE NEATLY CORE-DRILLED IN ORDER TO ACCOMMODATE ALL NEW PIPE PENETRATION. PROVIDE FIRESTOPPING AROUND EACH PENETRATION ON BOTH SIDES OF WALL(S). SEE MEP DRAWINGS FOR MORE INFORMATION.

REMOVE EXISTING CERAMIC TILE FLOORING AND WALL BASE. REMOVE ANY MUD BASE AS REQUIRED. PROVIDE NEW CONCRETE SUBFLOOR SLOPE TO DRAIN. CLEAN WALLS & FLOOR. PREP FOR NEW FINISHES AS SPECIFIED.

REMOVE EXISTING WALL BASE & PREPARE FOR NEW FINISHES AS REQUIRED. CLEAN CONCRETE FLOOR FOR NEW FINISHES.

REMOVE EXISTING DOOR ASSEMBLY, DOOR FRAME TO REMAIN & BE PATCHED AND PAINTED.

REMOVE EXISTING LIGHT FIXTURES & TURN OVER TO OWNER IF REQUEST OR PROPERLY DISPOSE.

REMOVE EXISTING PORTION OF CONCRETE CURB AND ASPHALT SIDEWALK TO FACILITATE NEW CONCRETE LANDING @ NEW EXTERIOR ENTRY DOOR. SEE MEP DRAWINGS FOR MORE INFORMATION.

SAW CUT & REMOVE ASPHALT DRIVEWAY TO FACILITATE NEW CONCRETE SUB FLOOR FOR NEW WALK-IN BOX AND CONCRETE LANDING @ NEW ENTRY DOOR. G.C. TO COORDINATE LOCATION & SIZE.

REMOVE PORTION OF EXISTING CONCRETE CURB AND CONCRETE PADS OF VARIOUS HEIGHTS TO FACILITATE NEW STONEBASE, INSULATION CONCRETE SLAB FOR WALKIN BOX.NEW SUBSTRATE TO BE LEVEL & CONCRETE SLAB FINISHED FLOOR OF WALKIN BOX TO BE FLUSH TO FINISH FLOOR OF CLASSROOM. G.C. TO COORDINATE LOCATION/SIZE OF NEW WALKIN&DOORS.

REMOVE EXISTING 8'-0" HIGH MESH FENCE, GATE AND POSTS IN THEIR ENTIRETY.

REMOVE EXISTING GRASS/SOIL FOR NEW EQT. PAD. G.C. TO COORDINATE LOCATION/SIZE.

SCALE: 1/4" = 1'-0"1

DEMOLITION FLOOR PLAN

A

B

D1

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11

D12

D13

D16

D17

D18

D19

D20

D21

D22

D23

D24

NOTES THAT APPLY TO ALL AREAS: D1 D2 D3 D4 D5 D6 D7

D25

D26

D27

D28

D29

D14

D15

G.C. TO PROVIDE TEMPORARY LIGHTING AS REQUIRED FOR DURATION OF CONSTRUCTION.

Revisions


H

SD

SD

HD

HD

H

SD

H

E

(E)CEILINGMOUNTEDHEATER

E

(E) FINNEDTUBE

E

E

E

E

E E

E E

E E

10' - 11 1/2" 9' - 5" 15' - 7"

E

E

E

E

E

(E) FINNED TUBE

E

E

E

E

E

E

E

E

E

E

(E)

FIN

NE

D T

UB

E

E

MIRROR

MIRROR

E

MIRROR

EXISTING DUCTS MOUNTED TO STRUCT. ABOVE TO BE PAINTED(B.O.D AT 10'-2")LOWEST HT AT 9'-1"

E

EXISTING PIPES MOUNTED TO STRUCT. ABOVE TO BE PAINTED(BELOW B.O. STRUCT)

E

E

E

E

E

E

EXISTING PIPES MOUNTED ABOVE TO BE PAINTED(ABOVE B.O. STRUCT.)

EX. CEILING & LIGHTING FIXTURES TO REMAIN

REMOVE EX. GB SOFFIT

9'-10" CL. HT. EXP. CLG. 13'-5" B.O.D.11'-9" B.O. JOIST

EXP. CLG. 12'-5" B.O.D.11'-9" B.O. JOIST

10'-0" CL. HT.

EXP. CLG. 13'-5" B.O.D11'-9" B.O. JOIST

236 SF

EX. CONF. RM.

-

167 SF

EX. LOCKER RM.

D101A

144 SF

EX. STORAGE

D101B

150 SF

EX. OFFICE

D101C

1785 SF

CULINARY ART

LAB

D101

10'-0" CL. HT.

9'-10" CL. HT.

EX. RESTROOM

26 SF

5"

B.O.S LOWEST PT @11'-5"

B.O.S LOWEST PT @11'-9"

D10D10

D18

D24

D24

D101D

D7

D24

D24

D24

D7

D7

D7

D24

D24

D7

D30


Owner:

Drawing Title:

Project No.:

Project:

Scale

Date:

File Location

NEW JERSEY


Drawn By:

Checked By:

File No.

Dwg.No.





AS NOTED

1 02-26-19 OUT TO BID


2/26/2019 1:43:40 PM

A-003

FZ / KG

RA

11/5/201818.777

DEMOLITION RELECTED CEILINGPLAN



SCALE: 1/4" = 1'-0"1

DEMOLITION REFLECTED CEILING PLAN NOTES THAT APPLY TO ALL AREAS: D1 D2 D3 D4 D5 D6 D7

DEMOLITION / REMOVALGENERAL AND REFERENCE NOTES:

GENERAL NOTES:

REFER TO EACH NOTE UNDER - 'ITEMS OF WORK AND REQUIREMENTS'

THE NOTE DESCRIPTIONS HERE IN ARE NOT INTENDED TO INFER A SEQUENCE OF WORK. THE 'SEQUENCE OF WORK' IS TO BE SUBMITTED BY THE CONTRACTOR IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL.

REFERENCE NOTES:

THE CONTRACTOR AND SUBCONTRACTORS SHALLOBTAIN ALL CONSTRUCTION PERMITS AND PAY ALLFEES RELATED TO SAME PERMITS CONCERNING EVERY ASPECT OF THE WORK DESCRIBED HEREIN.

THE GENERAL CONTRACTOR SHALL OBTAIN ANDADHERE TO ANY/ALL WRITTEN GUIDELINESCONCERNING MATERIAL SEPARATION PROCEDURESFOR DUMP SITE DISPOSAL BY AGENCIES HAVINGJURISDICTION.

PRIOR TO THE START OF WORK, IN THE EXISTING CLASSROOM, LOCKER ROOM, STORAGE ROOM AND OFFICE, THE CONTRACTOR SHALL VERIFY THAT ALL CABINETS, BENCHES, SHELVING, CAMERAS, AUDIO SPEAKERS,FIRE EXTINGUISHERS, ROOM SIGNAGE, ETC. HAVE BEEN REMOVED FROM EACH ROOM AREA. IF THIS HAS NOT BEEN DONE, NOTIFY THE OWNER IMMEDIATELY. DO NOT PROCEED WITH WORK UNTIL ROOM IS CLEAR AND EMPTY OF ANY/ALL ITEMS DESCRIBED HEREIN.

THE BUILDING WILL BE OCCUPIED BY THE OWNER DURING THE DEMOLITION PROCESS. PROVIDE AND INSTALL DUST PROTECTION IN AREAS OF WORK TO MINIMIZE THE AFFECTED AREA OF CLEANUP. AFTER THE DEMOLITION HAS BEEN COMPLETED, EACH ROOM AREA SHALL BE BROOM SWEPT AND VACUUMED REMOVING ALL DEBRIS AND DUST. ADJACENT CORRIDORS SHALL BE VACUUMED & CLEANED AT END OF EACH WORKDAY.

PRIOR TO THE REMOVAL OF THE CEILING TILES, EXIT SIGNS, LIGHTING, SMOKE DETECTORS, FIRE STROBES, MASONRY PARTITIONS AND PARTITION / WALL SYSTEMS, DISCONNECT / CAP OR TERMINATE ALL ELECTRICAL CIRCUITING AT DISTRIBUTION PANELS, TO FACILITATE WORK SHOWN ON DRAWINGS.

CAREFULLY REMOVE AND SAVE FOR REUSE THE EXISTING FIRE ALARM SYSTEM DEVICES, FIRE STROBE, FIRE PULL BOX AND ROUGHING BOXES. THE FIRE STROBE AND PULL BOX ARE TO BE RELOCATED AS INDICATED ON THE DRAWINGS. WORK CONCERNING THE FIRE STROBE AND FIRE PULL STATION SHALL BE COORDINATED AND PROCURED BY THE GC AND PERFORMED BY:

ATLANTIC SECURITY and FIRE COMPANY 44 OCEANPORT AVENUE WEST LONG BRANCH, NJ 07764 TEL. 732. 531-0000

REMOVE AND DISCARD ALL MISCELLANEOUS WALL MOUNTED EQUIPMENT; I.E. CABINETRY, CHALK AND TACK BOARDS, SOAP / TOWEL DISPENSERS, BULLETIN BOARDS, ETC... AND ALL FASTENING DEVICES. SEE MEP DRAWINGS FOR MORE INFORMATION.

PROVIDE & INSTALL ZIP WALL ZDS & ZIP DOOR KITS. G.C. TO SECURE DUST PROTECTION & ROOM SECURITY

DISCONNECT PLUMBING PIPING TO REMOVE AND DISCARD CABINET SINKS AND TOILET. CAP ALL PLUMBING PIPING BEHIND OR BELOW WALL SURFACES. PROVIDE ACCESS PANELS AS REQUIRED. SEE MEP DRAWING FOR MORE INFORMATION.

REMOVE EXISTING GYPSUM BOARD CEILING, SOFFIT, ASSOCIATED FRAMING MECHANICAL, LIGHT FIXTURES. EXISTING FIRE ALARM DEVICES ARE TO BE TEMPORARILY SUPPORTED IN PLACE&KEPT OPERATED UNTIL NEW FIRE ALARM DEVICES/EQUIPMENT HAVE BEEN INSTALLED&TESTED.

DISASSEMBLE / DISCONNECT TO REMOVE AND DISCARD ALL LIGHTING. CAP ALL ELECTRICAL EMBEDDED CONDUIT WITH CIRCUITING AND FIXTURE ROUGHING BOXES. VERIFY LIGHT FIXTURES TO BE DISCARDED WITH OWNER PRIOR TO REMOVAL.

REMOVE EXISTING VCT FLOORING AND ADHESIVE. PREP SURFACE FOR NEW EPOXY FLOORING AS SPECIFIED. PROVIDE SELF LEVELING COMPOUND FOR FLAT CONTIGUOUS SUB-FLOOR.

REMOVE ALL MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS AS DESIGNATED ON MEP DRAWINGS, CAP ALL LINES AS NECESSARY. ALL EXISTING WIRING REMOVED IS TO BE BROUGHT BACK AND TERMINATED AT THE DISTRIBUTION PANEL.

REMOVE EXISTING WALL MOUNTED TACK BOARD/CHALK BOARD & TURN OVER TO OWNER OR DISPOSE OF IF OWNER REQUESTS. REMOVE ANY FASTENERS. PREPARE ALL WALL SURFACES FOR NEW FINISHES.

REMOVE AND TURNOVER TO OWNER OR DISCARD EXIST. DOOR AND HARDWARE. DISASSEMBLE AND CAREFULLY CUT TO REMOVE EXIST. DOOR AND DOOR FRAME AND TRANSOM AND ALL FASTENING DEVICES. REMOVE EXISTING PORTION OF EXTERIOR BLOCK & BRICK WALL ASSEMBLY. EXISTING LINTEL TO REMAIN AND BE CLEANED. SEE DETAILS FOR NEW LINTELS & MORE INFORMATION.

EXISTING DOOR TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION. DOOR FRAME TO BE PAINTED.

THE OWNER WILL CAREFULLY REMOVE&STORE ALL EQT. NOTED TO BE REUSED. G.C. WILL RE-INSTALL ALL EQT. AT SUBSTANTIAL COMPLETION.

REMOVE EXISTING ACT CEILING ASSEMBLY. INCLUDING ALL TILES. GRID AND SUSPENSION WIRING. REMOVE ALL DIFFUSERS& LIGHT FIXTURES. REMOVE EXISTING WALL BASE & PREP FLOOR FOR NEW EPOXY FINISH. PREP WALLS FOR NEW EPOXY PAINT FINISH & NEW CEILING GRID + TILES. ALL FLOOR AND WALL FINISHES TO BE FLAT & CONTINUOUS.

SAW-CUT EXISTING CONCRETE FLOOR AS REQUIRED FOR INSTALLATION OF NEW PLUMBING FIXTURES. COORDINATE TRENCHING WITH PLUMBING DRAWINGS. DEPTH, WIDTH OF TRENCH(ES) WILL VARY BASED ON PIPE SIZING & LENGTHS. SEE DETAIL #3 ON SHEET A-005. SEE ALTERNATE BIDS # 2 # 3,4,5

IN ORDER TO FACILITATE OVER HEAD PLUMBING INSTALLATION & TIE-IN TO EXISTING SUPPLY & RETURN LINES, CAREFULLY REMOVE&REINSTALL CORRIDOR/ROOM CEILING TILES. DAMAGED CEILING TILES SHALL BE REPLACED IN KIND AT CONTRACTOR'S COST. ALL EXISTING PARTITIONS SHALL BE NEATLY CORE-DRILLED IN ORDER TO ACCOMMODATE ALL NEW PIPE PENETRATION. PROVIDE FIRESTOPPING AROUND EACH PENETRATION ON BOTH SIDES OF WALL(S). SEE MEP DRAWINGS FOR MORE INFORMATION.

REMOVE EXISTING CERAMIC TILE FLOORING AND WALL BASE. REMOVE ANY MUD BASE AS REQUIRED. PROVIDE NEW CONCRETE SUBFLOOR SLOPE TO DRAIN. CLEAN WALLS & FLOOR. PREP FOR NEW FINISHES AS SPECIFIED.

REMOVE EXISTING WALL BASE & PREPARE FOR NEW FINISHES AS REQUIRED. CLEAN CONCRETE FLOOR FOR NEW FINISHES.

REMOVE EXISTING DOOR ASSEMBLY, DOOR FRAME TO REMAIN & BE PATCHED AND PAINTED.

REMOVE EXISTING LIGHT FIXTURES & TURN OVER TO OWNER IF REQUEST OR PROPERLY DISPOSE.

REMOVE EXISTING PORTION OF CONCRETE CURBAND ASPHALT SIDEWALK TO FACILITATE NEW CONCRETE LANDING @ NEW EXTERIOR ENTRY DOOR. SEE MEP DRAWINGS FOR MORE INFORMATION.

A

B

D1

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11

D12

D13

D16

D17

D18

D19

D20

D21

D22

D23

D24

D25

D26

D27

D28

D29

D14

D15

SAW CUT & REMOVE ASPHALT DRIVEWAY TO FACILITATE NEW CONCRETE SUB FLOOR FOR NEW WALK-IN BOX AND CONCRETE LANDING @ NEW ENTRY DOOR. G.C. TO COORDINATE LOCATION & SIZE.

REMOVE PORTION OF EXISTING CONCRETE CURB AND CONCRETE PADS OF VARIOUS HEIGHTS TO FACILITATE NEW STONEBASE, INSULATION CONCRETE SLAB FOR WALKIN BOX.NEW SUBSTRATE TO BE LEVEL & CONCRETE SLAB FINISHED FLOOR OF WALKIN BOX TO BE FLUSH TO FINISH FLOOR OF CLASSROOM. G.C. TO COORDINATE LOCATION/SIZE OF NEW WALKIN&DOORS.

REMOVE EXISTING 8'-0" HIGH MESH FENCE, GATE AND POSTS IN THEIR ENTIRETY.

REMOVE EXISTING GRASS/SOIL FOR NEW EQT. PAD. G.C. TO COORDINATE LOCATION/SIZE.

IN ADDITION TO REMOVALS SHOWN ON ELECTRICAL FLOOR PLAN-DEMOLITION E-101, RELOCATE EXISTING CEILING AND WALL-MOUNTED CONDUIT, JUNCTION BOXES AND DEVICES ASSOCIATED WITH POWER AND FIRE ALARM SYSTEM IN ORDER TO FACILITATE NEW KITCHEN HOOD INSTALLATION. ALL MATERIAL SHALL BE NEATLY SUPPORTED FROM STRUCTURE ABOVE AND SHALL INCLUDE EXTENSIONS AND NEW JUNCTION BOXES AS NEEDED TO FACILITATE RELOCATIONS.

D30

G.C. TO PROVIDE TEMPORARY LIGHTING AS REQUIRED FOR DURATION OF CONSTRUCTION.

Revisions


SCHEDULED CEILING

UNDERSIDE OF STRUCTURE

SCHEDULED FLOOR/ FINISH

SCHEDULED BASE

3/4

"

CONT. ACOUSTICAL SEALANT EA. SIDE

CONT. METAL RUNNER

1/2" STUD BOLTS @ 24" O.C.

SCHEDULED 5/8" GYP. BOARD

SCHEDULED INSULATION

SCHEDULED METAL STUD SIZE, GAUGE, & SPACING

U.L. LISTED FIRE RATED HEAD OF WALL ASSEMBLY AT ALL RATED WALLS. INSTALL CONT. SMOKE SEALS & FIRE SAFING AT ALL NON-RATED WALLS (TYP.)

DEFLECTION TRACK


PER WALL TYPE

WIDTH

SCHEDULED CEILING

UNDERSIDE OF STRUCTURE

SCHEDULED FLOOR/ FINISH

SCHEDULED BASE

3/4

"

CONT. ACOUSTICAL SEALANT

CONT. METAL RUNNER


SCHEDULED 5/8" GYP. BOARD

SCHEDULED INSULATION

SCHEDULED METAL STUD SIZE, GAUGE, & SPACING

U.L. LISTED FIRE RATED HEAD OF WALL ASSEMBLY AT ALL RATED WALLS. INSTALL CONT. SMOKE SEALS & FIRE SAFING AT ALL NON-RATED WALLS (TYP.)

DEFLECTION TRACK


PER WALL TYPE

WIDTH

NOTE:

SECURE INSULATION TO PREVENT SAGGING (TYP.)

1. TYPICAL PARTITION TYPES: PROVIDE PARTITION TYPE 1 AT GYP. BD. WALL LOCATIONS UNLESS OTHERWISE NOTED

2. FIRE RATED PARTITIONS, FIRE SMOKE BARRIERS, AND/OR PARTITIONS TO PREVENT THE PASSAGE OF SMOKE SHALL EXTEND FULL HEIGHT TO THE UNDERSIDE OF CONSTRUCTION ABOVE.

3. OPENINGS AND PENETRATIONS IN FIRE RATED AND/OR SMOKE BARRIER PARTITIONS ARE TO BE SEALED WITH UL LABELED FIRE STOPPING MATERIALS.

4. PROVIDE 5/8" FIRE RATED MOLD-RESISTANT GYP. WALL. BD. UNLESS OTHERWISE NOTED.

5. PROVIDE CEMENT BOARD BACKER AT WALLS SCHEDULED TO RECEIVE CERAMIC TILE. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR LOCATIONS.

7' -

2"

3' - 0"

BA

3' - 6"

9" 10" 1' - 11"

3' -

10

"2

' -

8"

8"

7' -

2"

2"

2"

VA

RIE

S

METAL STUD JAMB ANCHOR

WELDED HOLLOW METAL

FRAME

ACRYLIC-EMULSION SEALANT

METAL STUDS @16" O.C.

SOUND ATTEN. BLANKET

GYP. BD. (SEE PARTITION

TYPES)

1/4

"

SE

E P

LA

N

VA

RIE

S1

/4"

1/4"

SEE PLAN

VARIES 1/4"

2" 2"

VARIES

5/8

"2

"

THINK SOUND ATTEN. BLANKET

GYP. BD. (SEE PARTITION TYPES)

BOXED HDR METAL STUDS @ 16" O.C.

ACRYLIC-EMULSION SEALANT

WELDED HOLLOW METAL FRAME

2" RIGID INSULATION

BULLNOSED CMU AT ALL OUTSIDE EDGES.

2"ALUMINUM FRAME SYSTEM AS SPECIFIED

3"

4 1

/2"

NEW FRP DOOR AS SCHEDULED.

SEALANT & BACKER ROD ALL SIDES WITH SHIM AS REQUIRED.

4" FACE BRICK TYP.

1/2" RIGID INSULATION

+/-

12

"

INTERIOR

EXTERIOR

4 1/2" 3"

2"

+/- 12" EXISTING CMU TO REMAIN. PATCH AND PAINT AS SCHEDULED

EXISTING FACE BRICK TO REMAIN

EXISTING INSULATION TO REMAIN

EXISTING LINTELS TO BE WIRE BRUSHED CLEAN AND PAINTED

SEALANT & BACKER ROD ALL SIDES WITH SHIM AS REQUIRED.

ALUM. FRAME SYSTEM AS SPECIFIED.

NEW TRANSOM

INTERIOR EXTERIOR

2"

7' -

2"

7' -

4"

2" 3' - 0" 2"

3' - 4"

2" 3' - 6" 2"

3' - 10"

2"

±2

' -

6"

2"

7' -

2" ±1

0' -

0"

4

3

2

1

21

5"

10"

EQ

EQ

MIN

1' -

3"

3' -

6"

MA

X A

.F.F

.

4' -

0"

(3)HINGES, SEE HARDWARE SCHED. FOR TYPE & AMOUNT

SCHED. DOOR

THERMOSTAT

LIGHT SWITCH

HARDWARE SET AS REQD

WALL TELEPHONE OUTLETS

ELECT. OUTLETS

CROSS WALL (WHERE OCCURS)

PULL SIDE

1'-6"MIN

SCHEDULE

REFER TO DOOR2" 4"

PULL SIDE

1' - 0" MIN

CROSS WALL(WHERE OCCURS)

DOUBLE STUDS AT JAMBS - TYP.

5/8" GYP.BD. ONMETALSTUDS @16" O.C.TAPE &SPACKLEFIN. ASINDICATED ON SCHEDULE

3" SOUND ATTENUATION BLANKETS - TYP.

1 5/8" MTL STRUTS

CHNL NUT

BAR JOISTS

3/8" BOLTS (TYP.) 4X4X1/4" STEEL PLATE THROUGH BOLTED TO METAL STRUTS BETWEEN EX. BAR JOISTS.

2 1/2" SCHEDULE 40 PIPE. CUT TO LENGTH AS REQUIRED

WELD

STEEL PLATE SIZE TO MATCH REEL MOUNT PLATE

CEILING TILE

NEW ROBOREEL PULL DOWN POWER REEL

12 GA. HANGER WIRE ANCHOREDTO NEW FRAMING SYSTEM ABOVE(10° OFF VERT. MAX.)

CROSS/MAIN RUNNER

NEW ACOUSTICAL TILE CEILING SYSTEM

WALL CONST.

MAX

8"

3/8" MIN

7/8" X 1" MTL. CLOSURE ANGLE

3/8" MIN

7/8" MINSPACE BAR

12 GA. HANGER WIRE ANCHORED O NEW FRAMING SYSTEM ABOVE (10° OFF VERT. MAX.)

HORIZONTAL RESTRAINT GALVANIZED STRAP HANGERS PLANE OF EACH RUNNER

MAX

2"

CROSS/MAIN RUNNER

45.0

0°

WALL CONST.

MAX

8"

3/8" MIN

SPACE BAR

12 GA. HANGER WIRE ANCHORED O NEW FRAMING SYSTEM ABOVE (10° OFF VERT. MAX.)

SPLAY WIRES SECURED TO MAIN RUNNER IN 4 DIRECTIONS, SPACED 90 DEGREES FROM EACH OTHER.

MAX

2"

45.0

0°

CROSS/MAIN RUNNER

SCREW G.B. INTO CROSS RUNNERS & MAIN RUNNERS

5/8" G.B. PAINTED FINISHSCREW G.B. INTO WALL ANGLE AT PERIMETER

SEE REFLECTED CEILING PLAN FOR SUSPENDED CEILING LAYOUT.


Owner:

Drawing Title:

Project No.:

Project:

Scale

Date:

File Location

NEW JERSEY


Drawn By:

Checked By:

File No.

Dwg.No.





AS NOTED

1 02-26-19 OUT TO BID


2/26/2019 1:43:40 PM

A-004

FZ / KG

RA

11/5/201818.777

PARTITION & DOOR TYPES ANDDOOR & CEILING DETAILS



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

4-7/8" GWB PARTITION

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

4-1/4" FURRING WALL

WALL TYPEDIMENSIONS

OVERALL STUD

FIRE RATING

HOUR UL #STC REMARKS

1 4 7/8" 3 5/8" 0

WALL TYPEDIMENSIONS

OVERALL STUD

FIRE RATING

HOUR UL #STC REMARKS

2 4 1/4" 3 5/8" 0

PARTITION NOTES

SCALE: 1/4" = 1'-0"6

Door Elevation

SCALE: 3" = 1'-0"3

Door Jamb

SCALE: 3" = 1'-0"1

Door Head

SCALE: 1 1/2" = 1'-0"4

Door jamb

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

Door head

DOOR AND FRAME SCHEDULE

DOORNUMBER #

ROOM NAMEFROM #

ROOM NAMEFROM

DOORTYPE

DOORMAT'L

FIRERATING

DOORWIDTH

DOORHEIGHT

FRAMEELEV

FRAMEMAT'L

HDWRSET REMARKS/NOTES

101.1 D101 CULINARY ARTLAB

ETR ETR ETR ETR ETR ETR ETR ETR PAINT EX FRAME




D101DJAN. CLO.


101.4 D101A EX. LOCKER RM. D101 CULINARY ARTLAB

A WD - 3'-0" 7'-2" 1 HM 1


D101BEX. STORAGE

A WD - 3'-0" 7'-2" ETR 2 PAINT EX FRAME

101.6 D101C EX. OFFICE D101 CULINARY ARTLAB



B FRP - 3'-6" 7'-2" 2 AL 3


D101E NEW W.I.REFRIG.

SEE FOOD SERVICEDRAWINGS AND SPEC.

101.9 D101E NEW W.I.REFRIG.

D101FNEW W.I. FREEZ.

SEE FOOD SERVICEDRAWINGS AND SPEC.

ABBREVIATIONS:ETR EXISTING TO REMAINWD WOODHM HOLLOW METALAL ALUMINUMFRP FIBER-REINFORCED PLASTICGL GLASS (1/4" THICK TEMPERED SAFETY GLAZING WITH SECURITY FILM)

SCALE: 1/4" = 1'-0"5

Frame Elevation

CORRIDOR

CORRIDOR

-

-

EXTERIOR-

DOOR & FRAME NOTES

Power Reel Mounting Detail7 SCALE: 3" = 1'-0"10Typ. ACT Ceiling detail

SCALE: 3" = 1'-0"9

Typ. ACT Grid Seismic Restraint DetailSCALE: 3" = 1'-0"

8Gypsum Ceiling Detail

NOT TO SCALE

* NOTE: ALL DOOR FRAME TO BE PAINTED ON BOTH SIDES, WITH THE EXCEPTION OF THE EXTERIOR ALUMINUM DOOR FRAME.

* NOTE: ONCE FLOOR HAS BEEN LEVELED AT THIS LOCATION CONFIRM VERTICAL OPENING DIMENSION BETWEEN. NEW THRESHOLD ELEVATION & EXISTED LINTEL.

Revisions


LINE OF ROOF DECK AND / OR FRAMING

TYP. 3 5/8" 20 GA. METAL STUDS@ 16" O.C. WITH 1/2" PAINTED GYP.BD. SECURED TO STRUCTURE ABOVE

B.O

.S @

9'-0

" A

FF

.

VE

RIF

Y IN

FIE

LD

6"

1/2

"

6" 20 GA. METAL STUDS SCREW ATTACHED / SINTERED TO 3 5/8" SOFFIT FRAME @ 16" O.C.

2' - 6"

6" 1/2"

FINELITE HP 4"RECESSEDAPERTURE

TYP. 6" 20GA. METAL STUDS @ 16" O.C. WITH 1/2" PAINTED GYP. BD. SCREW ATTACHED TO STRUCTURE ABOVE

3 5/8" 20 GA. METAL STUD SOFFIT FRAMING @ 16" O.C.

1/2" GYP. BD. SOFFIT ON 20 GA. 3 5/8" METAL STUDS @ 16" O.C.

B.O

.S @

10'-0"

AF

F.

VE

RIF

Y IN

FIE

LD

1 5/8" METAL STRUT

ALT BID #7

3"

pipe varies

3"

NEW FLOOR FINISH AS SPECIFIED

NEW CONCRETE INFILL TR4

EXISTING SLAB - ASSUME 5" THICK

EXISTING VAPOR BARRIER

EXIST CRUSHED STONE

NEW UNDERGROUND SANITARY - SEE PLUMBING DRAWINGS FOR SIZE & TYPE

NEATLY SAWCUT EXISTING SLAB

FOR PIPE TRENCHTR3

NEW VAPOR BARRIERTR2

CRUSHED STONE ALL AROUND NEW PIPE

W/3" COVER MINIMUM

TR1

va

rie

s

pip

e v

arie

s

3

"

TR1

TR2

TR3

TR4

COORDINATE EXACT LOCATION OF TRENCHING WITH PLUMBING DRAWINGS. DEPTH AND WIDTH OF TRENCH WILL VARY BASED ON PIPE SIZE AND LENGTHS.

LAP NEW POLYETHYLENE VAPOR RETARDER SHEETING OVER EXISTING TO COVER NEW TRENCH IN ITS ENTIRETY PRIOR TO POURING CONCRETE. SHEETING SHALL BE NOT LESS THAN 10 MILS; ASTM D 4397. LAP JOINTS MIN. 6-INCHES AND SEAL WITH MFTR. RECOMMENDED ADHESIVE OR TAPE.

SAWCUT USING MASONRY SAW IN ORDER TO MINIMIZE HAMMERING AND / OR CHOPPING. ALL CONCRETE AND EXCESS STONE / SOIL SHALL BE LEGALLY DISPOSED OF OFF SITE.

PROVIDE NEW CONCRETE INFILL (3,500 PSI). ALIGN WITH ADJACENT SURFACES AND PROVIDE SMOOTH-RUBBED FINISH IN ORDER TO ACCEPT NEW FLOOR FINISH. CURE FOR SEVEN DAYS WITH MOISTURE-RETAINING COVER.

FIBERGLASS TAPE 6" MIN.

ELAST-O-COAT

DUR-A-FLEX ELAST-O-COAT MEMBRANE THICKENED WITH NO SAG

NEW EPOXY FLOORING

EXISTING CONCRETE SLAB TO BE CLEANED AND SCARIFIED AS PER MANUFACTURERS RECOMMENDATIONS FOR NEW EPOXY FLOORING. TYPICAL

1 1/2"

FLOOR DRAIN

KEYED EDGE

REINFORCED MESH(16 MIL)

ELAST-O-COAT(40 MIL)

EPOXY FLOORING

2"

EXISTING CONCRETE SLAB

EPOXY FLOORING

3/4" RADIUS COVE

1/8" EPOXY

COVE STRIP

WALL

6"

CO

VE

HE

IGH

T

JOINT FILLER

BACKER ROD

EPOXY FLOORING

D

W W = WIDTH OF JOINTD = DEPTH OF BACKER RODD = W/2

TAPE AS BOND BREAKER

EXISTING DECK TO REMAIN

(MIN.)

6"

CANT

MEMBRANE FLASHING

PREFAB. CURB.

VENTILATOR COVER,(SEE MECH DWGS.)

TAPERED EDGESTRIP-CUT AND TRIM, AS REQ'D

CURB SECTION DETAIL

NOT TO SCALE

SECTION A-A

NOTEAT CURB RAMPS, POUR CONCRETE RAMP MONOLITHICALLY WITH CURB FOOTING. RAMP TO BE FLUSH WITH FINISHED PAVEMENT.

NOT TO SCALE

CURB JOINT DETAIL

NOTE:

1. 1/2" EXPANSION JOINTS SHALL BE FILLED WITH PERFORMED, BITUMINOUS IMPREGNATED FIBER JOINT FILLER; RECESSED 1/4" FROM FACE AND TOP OF CURB.

2. EXPANSION JOINS SHALL BE INSTALLED BETWEEN CURB AND INLET HEADS.

3. EXPANSION JOINS SHALL ALTERNATE WITH CONSTRUCTION JOINTS EVERY 10' (SEE DETAIL ABOVE)

4.ALL JOINTS SHALL EXTEND FULL 18" DEPTH OF CURB.

5. EXPANSION JOINTS THROUGH AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CURB.

6" X 18" CONCRETE VERTICAL CURB

1/2" RAD.

1 1/4" RAD.

6" 1"

18

"

8"

8"

NJDOTCLASS 'B' CONCRETE

18

"

16

"

1 1

/2"

6"

18

"

10" 10" 10"

EXP. JNT. CON. JNT. EXP. JNT. CON. JNT.

GUTTER LINE

6" 6"

1"

4'

- 0

"3

' -

0"

MIN

MIN

.

2"

CONCRETE WASH

6" DIA. STANDARD PIPE FILLED W/ CONCRETE AND PAINTED W/RUST PRIMER

AND AS PER LOCAL CODES.

GRADE

12" ø CONC. BASE

NOT TO SCALE


Owner:

Drawing Title:

Project No.:

Project:

Scale

Date:

File Location

NEW JERSEY


Drawn By:

Checked By:

File No.

Dwg.No.





AS NOTED

1 02-26-19 OUT TO BID


2/26/2019 1:43:41 PM

A-005

FZ / KG

RA

11/5/201818.777

DETAILS



SCALE: 3" = 1'-0"8

Soffit Detail 1

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

Soffit Detail 2SCALE: 1 1/2" = 1'-0"

3Trenching Detail

SCALE: 3" = 1'-0"4

Epoxy Floor Reinforced Crack Detail

SCALE: 3" = 1'-0"7

Epoxy Floor Floor Drain DetailSCALE: 3" = 1'-0"

6Epoxy Floor Cove Base with Cap Detail

SCALE: 3" = 1'-0"5

Epoxy Floor Pipe Detail

SCALE: 3" = 1'-0"1

Typ. Detail @ Ventilator Curb - EPDM Roof

Concrete Curb Details10

SEE DWG P-102 FOR NEW PIPE/TRENCHING LOCATIONS. COORDINATE W/ ALTERNATE BIDS

Bollard Detail9Revisions


A-302

3

4

5

2

A-302

9

8

7

6

150 SF

EX. OFFICE

D101C

NEW W.I. FREEZ.

D101F

NEW W.I. REFRIG.

D101E

101.3

101.6

101.7

101.1 101.2

1' -

2"

5' - 11 3/4"

4' - 5"

6' -

1 1

/8"

101.4

PREP TABLEALT BID #5

NEW SOFFIT & LIGHT FIXTURESALT BID #7

3' - 0"

6' -

0"

NEW CONCRETE LANDING

7' -

6"

13

' -

6"

11' - 6"

NEW CONCRETE CURB TO MATCH EXISTING

NEW CONCRETE SLAB BELOW NEW WALKIN

FENCE & GATEALT BID #9

26 SF

JAN. CLO.

D101D

9'-10" CL. HT.

3 OCCUPANTSALT BID NEW ACT

CEILING HEIGHT AT 9'-0"

1 OCCUPANTOPEN CEILING

HEIGHT AT 12'-5"

1 OCCUPANTNEW ACT CEILINGHEIGHT AT 10'-0"

21 OCCUPANTSNEW ACT CEILINGHEIGHT AT CLOUD

10'-0"

236 SF

EX. CONF. RM.

-

167 SF

EX. LOCKER RM.

D101A

144 SF

EX. STORAGE

D101B

1785 SF

CULINARY ART

LAB

D101

48" MIN 42" MIN

1

2

EP

NEW TRASH

AREA

-

3

5

13

3A4

19

20

6

6

28

28

5

9

1210

16

11

1427

11

5

17

88

11

1815

5

19

26

12

8

23

23

21

24A

24

25

12

30303030

28

' -

0"

C B A

2

1

3

15

' -

6"

12' - 6"

101.5

3' - 0"

1

A-601

2

A-601

3

A-601

1

A-602

2

A-602

2

A-601

2

A-601

3

A-601

ALIG

N

3' - 8"3' - 10" 2' - 0" 1' - 0"2' - 0"

NEW MASONRY INFILLED M.O.

12' - 6"

1' - 2" 1' - 6"

4' - 0"

1"

NEW WALK-IN UNIT / EXIST. BUILDING SEPARATION

4

A-602

3

A-602

6"

3' - 2 1/2" 5' - 3 1/2"

NEW CONCRETE CURB

EX CONCRETE PADS

SLOPE

EX CONCRETE

EX GRASS

5-1/2"

9"2"

3"

EX RAISED CONCRETE PAD

8' - 2" 5' - 0"

6'X6' NEW CONCRETE

PAD

3' - 0"

6"

6"

6"

32TB 4'X4'

11

2

2

20' - 0"

1' -

1"

2

31

35

' -

5"

11' - 10"

5' -

6"

7

6"

6"

ALIGN

ALIGN2

7' -

0"

12

2' -

7"

SS

IC IC

S

S

IC

2

33

29

34

6"

2' -

0"

2

A-601

4

35

35 35

36

A-601

4

TYP.

37


Owner:

Drawing Title:

Project No.:

Project:

Scale

Date:

File Location

NEW JERSEY


Drawn By:

Checked By:

File No.

Dwg.No.





AS NOTED

1 02-26-19 OUT TO BID


2/26/2019 1:43:42 PM

A-100

FZ / KG

RA

11/5/201818.777

FLOOR PLAN



ITEMS OF WORK

NEW WALL MOUNTED INTERCOM AND CLOCK SYSTEM. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

PREPARE EXISTING DOOR FRAME FOR NEW DOOR AND HARDWARE, DOOR FRAME TO BE PAINTED.

NEW WOOD DOOR IN EXISTING FRAME TO MATCH EXISTING CORRIDOR DOORS; INCLUDING WOOD TYPE, GRAIN PATTERN & FINISH.

NEW WOOD DOOR IN NEW FRAME TO MATCH EXISTING CORRIDOR DOORS; INCLUDING WOOD TYPE, GRAIN PATTERN & FINISH.

NEW FRP DOOR & GLASS TRANSOM. NEW CONCRETE LANDING & CURB SEE DETAILS ON A-005, A-601, A-602.

EXISTING DOOR TO REMAIN & BE PROTECTED DURING CONSTRUCTION. UPON COMPLETION DOORS TO BE CLEANED & FRAME PAINTED TO LIKE NEW CONDITION.

NEW DOORS TO WALKIN COOLER & FREEZER. SEE FOOD SERVICE DRAWINGS & SPECIFICATIONS FOR ADDITIONAL INFORMATION.

EXISTING LOCKERS & BENCH TO REMAIN DURING CONSTRUCTION & BE PROTECTED. UPON COMPLETION OF CONSTRUCTION CLEAN ALL LOCKERS & BENCH INSIDE & OUT. ALL WALLS, DOOR FRAMES TO BE PAINTED AS SPECIFIED. SEE REFLECTED CEILING PLAN FOR CEILING BASE BID AND ALTERNATE MATERIALS, FINISHES & LIGHTING.

OWNER WILL RELOCATE & PROTECT EXISTING EQUIPMENT DURINGCONSTRUCTION. G.C. TO RE-INSTALL ALL EQUIPMENT AS DESIGNATED. COORDINATE W/OWNER FOR ON. SITE STORAGE.

NEW MOP SINK AND WATER FILTRATION SYSTEM.

NEW 3-COMPARTMENT SINK, WALL MOUNTED SHELVING AND GREASE TRAP.

NEW CEILING MOUNTED TV MONITORS & MOUNTING BRACKETS BY OWNER. G.C. TO PROVIDE POWER/DATA WIRING. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ALL LOCATIONS TO BE VERIFIED WITH OWNER & ARCHITECT IN FIELD PRIOR TO RUNNING WIRES.

6'-0" HIGH STAINLESS STEEL. WALL PANELS. SEE FOOD SERVICE DRAWINGS FOR MORE INFORMATION.

NEW HAND SINK ALTERNATE BID #2

NEW TEACHERS DEMO TABLE WITH SINK & TABLE MOUNTED MIRROR & POWER DATA.

NEW ADA SINK WITH EYE WASH.

NEW HAND SINK WITH EYE WASH.

NEW ICE MAKER & BIN.

NEW TWO-COMPARTMENT PREP TABLE. ALTERNATE BID #5.

NEW WALL MOUNTED FIRE EXTINGUISHER.

EXHAUST HOOD CONTROL PANEL. COORDINATE EXACT LOCATION WITH OWNER & ARCHITECT IN FIELD.

EXHAUST HOOD WITH FIRE SUPPRESSION AND MAKE UP AIR.

COMMERCIAL GAS RANGE.

STEAM KETTLE, ALTERNATE BID #4

FLOOR TROUGH DRAIN - ALT BID #4A

GAS FRYER; ALTERNATE BID #3

UNIVERSAL RACK

NEW SMART BOARD BY OWNER, WIRING & WALL PREP SMART BOARD BY G.C.

NEW PORTABLE SHELVING

NEW FENCE & GATES. ALTERNATE BID #9

NEW MOVABLE 30" X 72" STAINLESS STEEL WORK TABLES WITH BUILT-IN DRAWERS.

NEW FENCE &GATES 6' HIGH W/2 GATES. SEE SPECIFICATION SECTION 32 3113.

NEW 4' X 4' TACK BOARD BY G.C.

SCALE: 1/4" = 1'-0"1

New Floor Plan

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

23

24

24A

25

26

28

29

30

27

NOTES: ALL EQUIPMENT IN NOTED REFER TO FOOD SERVICE AND MEP DRAWINGS & SPECIFICATIONS FOR ADDITIONAL INFORMATION. G.C. TO COORDINATE ALL TRADES AND REPAIR, PATCH AND PAINT ALL AREAS.

43 44 45

54 55

52 53

26

47 48

40

50

46

41

22 23

17

12 16

11

10

9

3 6

29 30

31

32

8 51

24

18

3A

25

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

FOOD SERVICE #

EXISTING WINDOW FRAME TO BE PAINTED.

PROVIDE CONTINUOUS ALUMINUM CLOSURE AT JOINT 0.050" THICK PRE-FINISHED ALUMINUM . (OPP. SAME)

NEW BOLLARDS. LOCATION VERIFIED IN FIELD. COORDINATE W/ ARCHITECT & OWNER. SEE DETAIL #9 ON A-005.

33

34

35

NEW WATER HEATER. LOCATION COORDINATE W/ PLUMBING DRAWING.

36

PROVIDE EQUIPMENT CURBS FOR A FLAT & LEVEL INSTALLATION OF EQUIPMENT.

37

Revisions


O CVC!


S

SP

P CEILING M O UNTED PROJECTO RCEILING M O UNTED PRO JECTO R SCREENO CCUPANCY SENSO RVACANCY SENSO RSM O KE DETECTO R - REFER TO M EP DRAW ING SHEAT DETECTO R - REFER TO M EP DRAW ING SCEILING MO UNTED EXIT SIG N -REFER TO M EP DRAW ING SHVAC SUPPLY - REFER TO M EP DRAW ING SHVAC RETURN - REFER TO M EP DRAW ING SEXIST. SPEAKER, G .C. TOCO NNECT IN NEW CEILING


RCP LEG END

CEILING MOUNTED PROJECTOR

CEILING MOUNTED PROJECTOR SCREEN

LED LINEAR APERTURE PENDANT LIGHT FIXTURE

LED LINEAR APERTURE RECESSED LIGHT FIXTURE

LED 2'X4' RECESSED LIGHT FIXTURE

LED 2'X2' RECESSED LIGHT FIXTURE

LED 1'X4' PENDANT LIGHT FIXTURE

OCCUPANCY SENSOR

VACANCY SENSOR

SMOKE DETECTOR - REFER TO MEP DRAWINGS

HEAT DETECTOR - REFER TO MEP DRAWINGS

CEILING MOUNTED EXIT SIGN -REFER TO MEP DRAWINGS

HVAC SUPPLY - REFER TO MEP DRAWINGS

HVAC RETURN - REFER TO MEP DRAWINGS

EXIST. SPEAKER. G.C. TO CONNECT IN NEW CEILING

CEILING MOUNTED POWER CORD SYSTEM BY ROBOREEL

OC

P

VC

S

!

SP

NOTE:

SEE MEP DRAWINGS FOR EXACT LIGHTING FIXTUREDESCRIPTION.

GC TO PROVIDE & INSTALL BLOCKING & PIPE TOSECURED POWER REEL PLATE TO STRUCTURE ABOVE.

4' - 0 1/2" 1' - 3" 8' - 0" 2' - 6" 8' - 0" 2' - 6" 8' - 0" 2' - 6" 8' - 0" 1' - 3" 12' - 5 1/2"

8' -

8 1

/2"

18

' -

0"

4' -

8 1

/2"

13

' -

8 1

/2"

13

' -

8 1

/2"

NEW GB SOFFIT & RECESSED LED LIGHT FIXTURES @SOFFITALT BID #7

NEW ACT CEILINGHEIGHT AT 10'-0"

NEW ACT CEILING AT 8'-0" AFF.

NEW GB CEILING & SOFFIT

9'-10" CL. HT. ETR

236 SF

EX. CONF. RM.

-

167 SF

EX. LOCKER RM.

D101A

144 SF

EX. STORAGE

D101B

150 SF

EX. OFFICE

D101C

1785 SF

CULINARY ART

LAB

D101

26 SF

JAN. CLO.

D101D

NEW W.I. FREEZ.

D101F

NEW W.I. REFRIG.

D101E

1 OCCUPANTOPEN CEILING

HEIGHT AT 12'-5"

1 OCCUPANTNEW ACT CEILINGHEIGHT AT 10'-0"

21 OCCUPANTSNEW ACT CEILINGHEIGHT AT 10'-0"

3 3

3 3

4

4

63 3 3 3 32 2 2 2

555

5 5 5

6

6

4 4 4

1

1

8

ALT BID SEE #2 THIS SHEET

1

C B A

2

1

3

8

A-005

2

A-005

LIGHTING BY EQT. CONTRACTOR

3

ALIGN

ALIG

N

ALIG

N

9

9

9

9

9

± 4

' -

7"

M.O

.

± 2

'- 8

"

± 9'-8" A.F.F.SEE DETAIL A-602.5 AND MECHANICAL DRAWINGS FOR MORE INFORMATION. G.C. TO COORDINATE ALL EQUIPMENT LOCATIONS AND DUCTWORK.

NEW 2' X 4' ACT CEILING CEILING HT @ 9'-0"

1 NEW SUSPENDED ACOUSTICAL CEILING TILE SYSTEM. SEE SPECIFICATION SECTION 09 51 23.

NEW SUSPENDED ACOUSTICAL CEILING TILE CLOUD SYSTEM. PROVIDE 6" AXIOM PERIMETER TRIM. SEE SPECIFICATION SECTION 09 51 23 AND ALTERNATE BID SPECIFICATION SECTION 01.

NEW SUSPENDED LED PENDANT LIGHT FIXTURE. GC TO PROVIDE STRUTS AS REQUIRED FOR MOUNTING NEW LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS FORADDITIONAL INFORMATION.

NEW RECESSED LED LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

NEW CEILING MOUNTED POWER REELS. ALT BID #1.

MONITORS & MOUNTING BRACKETS BY OWNER. POWER & DATA BY G.C.

OVERHEAD PROJECTOR/SCREEN SMART BOARD

NEW KITCHEN HOOD SYSTEM INCLUDING LIGHTING: SEE FOOD SERVICE PLAN & MEP FOR ADDITIONAL INFORMATION.

AS NOTED ON ROOM FINISH SCHEDULE ALL SURFACES ABOVE THE CLOUDS ARE TO BE PREPPED, PRIMED AND PAINTED WITH EPOXY COATING. INCLUDING BUT NOT LIMITED TO ROOF DECK, STRUCTURE, CONDUIT, J-BOXES, DUCTWORK, AND WALL SURFACES. COLOR FROM CLOUD ELEVATION UP WILL BE A DIFFERENT COLOR THAN THE WALLS BELOW.

NEW WORK NOTES

2

3

4

5

6

7

8

9

C B A

2

1

3

G

GG

NEW PIPE ABOVE HUNG CEILING

NEW GAS METER LOCATION

G

G

6"

2' -

0"

3' -

7"

3' -

1"

2' -

6"

6' -

8"

PROVIDE S.S. 18" HIGH 'L'SHAPED ANGLE TO REDUCE VISIBLE NEW DUCTWORK.ALL DUCTWORK TO BE PAINTED.


Owner:

Drawing Title:

Project No.:

Project:

Scale

Date:

File Location

NEW JERSEY


Drawn By:

Checked By:

File No.

Dwg.No.





AS NOTED

1 02-26-19 OUT TO BID


2/26/2019 1:43:43 PM

A-101

FZ / KG

RA

11/5/201818.777

NEW REFLECTED CEILING PLAN



RCP LEGEND

SCALE: 1/4" = 1'-0"1

NEW REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"2

ALT BID #6 ACT CEILING

LOCKER ROOM

SCALE: 3/32" = 1'-0"3

PARTIAL BUILDING RCP

SCALE: 1/4" = 1'-0"4

EXHAUST HOOD SECTION

Revisions


SLOPE OF STRUCTURE

10' - 0"7' -

11

"

EXISTING SOLAR PANELS TO BE RELOCATED. G.C. TO COORDINATE REMOVAL/REINSTALLATION WITH OWNERS& SOLAR REPRESENTATIVE. SEE SPEC SECTION 01 21 00 FOR ALLOWANCE TO BE INCLUDED IN BASE BID FOR SOLAR PANEL REMOVAL & INSTALLATION.

NEW EXHAUST FAN: SEE DETAIL ON A.005 AND MEP DRAWINGS FOR MORE INFORMATION. COORDINATE W/ OWNER'S SOLAR VENDOR

EFI

A-102

3

A-102

2

FALL PROTECTION SYSTEM BY KEE SAFETY OR EQUIVALENT. SEE SPEC. 'FREE STANDING ROOF EDGE PROTECTION' ON THIS SHEET.

12' - 6"

8' -

0"

42" HIGH ROOF RAILING

ROOF RAILING BASE WEIGHTS OR POST WEIGHT (ROOF PENETRATIONS NOT PERMITTED)

SLOPE OF STRUCTURE

SLO

PE

1/4

" / F

T.

+5"

+1"

TYP.6"

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

PROVIDE & INSTALL ADHERED TAPERED POLYISOCYANURATE RIGID INSUL. ADHERED TO WALK-IN ROOF PANELS W/ 60 MIL. EPDM WHITE ADHERED ROOF MEMBRANE AND ROOF FLASHING, (TYP. THROUGHOUT)

WALK-IN UNIT

12' - 6"

LINE OF CONC. SLAB (BELOW)

WA

LK

-IN

UN

IT

15

' -

6"

1

A-601

1

A-602

2

A-602

2

A-601

3

A-601

2

A-601

2

A-601

3

A-601

1"

NEW WALK-IN UNIT / EXIST. BUILDING SEPARATION

4

A-602

3

A-602

CLIP L4X4X1/2 X 6" LONG

BEAM OR JOIST

2" OPNG., SEE PLAN

L6X4 OR L4X3

L4X3

L1

L1

L4X3X1/4

OPENING

DECK OMITTED FOR CLARITY

BEAM OR JOIST

BEAM OR JOIST

L4X3X1/41 1

/2"

MA

X.

SECTION OD1

PLAN

FOR OPNGS. LARGER THAN 8"X8" OR 8"⌀M

IN.

6"

MA

X.

8"

8" MAX.

OPNG. " L"

20" x 20" MIN. x 14 GA. PLATE WELDED TO EACH UPPER FLUTE ALL AROUND

CIRCULAR OR SQUARE OPENING

UPPER FLUTES

NO REINFORCEMENT REQUIRED WHERE "L" IS "4"OR LESS IN DIRECTION PERPENDICULAR TO DECK

PLAN

FOR OPNGS. 8"X8" MAX. OR 8"⌀ MAX.

3/16

3/163/16

3/16

3/16

3/16

3/16

ODI

TYP.1/4

1/4


Owner:

Drawing Title:

Project No.:

Project:

Scale

Date:

File Location

NEW JERSEY


Drawn By:

Checked By:

File No.

Dwg.No.





AS NOTED

1 02-26-19 OUT TO BID


2/26/2019 1:43:43 PM

A-102

FZ / KG

RA

11/5/201818.777

NEW ROOF PLAN



SCALE: 1/8" = 1'-0"1

ROOF PLAN

SCALE: 1/4" = 1'-0"2

ENLARGED ROOF PLAN - WALK-IN UNIT

SCRAPE AND CUT TO REMOVE AND DISCARD ALLEXISTING ROOF MATERIAL, STONE BALLAST, RIGID INSULATION, VAPOR BARRIER, ASPHALT, MASTIC AND PROTECTION BOARD, TO COMPLETELY EXPOSE EXISTING DECK SUBSTRATE. REMOVE AND DISCARD ALL PROJECTING FASTENING DEVICES AND ACCUMULATED ROOF ASPHALT AND/OR MASTIC TO PROVIDE A SMOOTH ROOF SURFACE FOR THE INSTALLATION OF NEW ROOF EQUIPMENT. REMOVALS ARE TO BE PERFORMED BY HAND, WITH HAND TOOLS, IN ORDER TO MINIMIZE DAMAGE OF EXISTING ROOF DECK. HAMMERING AND CHOPPING WILL NOT BE PERMITTED.

ANY MATERIAL STORED OR STAGED ON THE ROOF SURFACE MUST BE DISTRIBUTED SO THAT EXCESSIVE LOADS (EXCEEDING 500 LBS) ARE NOT STORED IN ANY ONE LOCATION.

DUMPSTER STAGING AREA: PROVIDE APPROPRIATE PROTECTION AND CARE IN PLACING AND REMOVING DUMPSTER(S). ALL ACCUMULATED DEBRIS AROUND DUMPSTER IS TO BE CLEANED AT THE END OF EACH WORK DAY. ANY DAMAGE TO PAVEMENT, SIDEWALKS, CURBING, LIGHTPOLES, UTILITIES, SIGNAGE, LAWNS OR LANDSCAPING IS TO BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. GENERAL AREA IS TO BE PHOTO DOCUMENTED BY CONTRACTOR PRIOR TO THE COMMENCEMENT OF ANY WORK.

D1

D2

D3

GENERAL ROOFING DEMOLITION NOTES

OPENING DETAILS IN STEEL DECK3L1 NOTES L6X4X3/8 AT ROOF BEAM OR JOIST SPACING GREATER THAN 7'-0" L4X3X1/4 AT ROOF BEAM OR JOIST SPACING EQUAL TO OR LESS THAN 7'-0"

FREE STANDING ROOF EDGE PROTECTION

MANUFACTURERS

• Acceptable Manufacturer: Kee Safety, Inc., which is located at: 100 Stradtman St. ; Buffalo, NY 14206; Toll Free Tel: 800-851-5181; Tel:716-896-4949; Fax: 716-896-5696; Email: [email protected]; Web: www.keesafety.com

• Or approved equal.

SYSTEMS

• Provide pipe or tubing, fittings, and accessories as indicated or required to match design indicated on the Drawings.

1. Fittings: Cast iron. 2. Handrail Tubing, 12 gauge, Size a. 1-1/2 inches - 1.90 inches O D. b. 1-1/4 inches - 1.660 inches O D. 3. Handrail Pipe, Schedule 40, Size: a. 1-1/2 inches - 1.90 inches (48 mm) O D. b. 1-1/4 inches – 1.660 inches (38 mm) O D. 4. Infill Panels: As indicated. Refer to Drawings.

• Roof Edge Protection: Provide freestanding KeeGuard Roof Edge Protection System, including pipe railings, uprights, bases, counterweights and fittings.

1. Freestanding counterweighted guardrail system with 42 inch (1067 mm) minimum height to provide a pedestrian egress barrier on the roof to withstand a minimum load of 200 lb (90719 g) in any direction to the top rail per OSHA Regulation 29 CFR 1910.23.2. Pipe: Steel, 1-1/2 inches (48 mm) schedule 40, galvanized.3. Tube: Galvanized tube, 12 gauge, 1-1/2 inches, 1.90 inches (48 mm) OD.4. Rails and Posts: Galvanized Tube, 12 gauge, 1-1/2 inches 1.90 inches (38 mm) diameter.5. Counterweight Levers: Galvanized Tube, 12 gauge, 1-1/4 inches 1.660 inches (38 mm) diameter.6. Mounting Bases: Steel bases are galvanized and are supplied with a rubber pad on underside of the component.7. Counterweights: Molded recycled PVC with one fixing collar per counterbalance.8. Fasteners: stainless steel or galvanized.

• Custom Design: Provide pipe, fittings, and accessories as indicated or required by Drawings to match design indicated.

MATERIALS

• Pipe:

1. Steel Pipe: Steel, 1-1/2 inches (38 mm) schedule 40, galvanized.2. Tube: Galvanized tube, 12 gauge, 1-1/2 inches, 1.90 inches (48 mm) OD.

• Fittings, Including Elbows, Crossovers, Wall flanges, Tees, Couplings:

1. Galvanized Malleable Cast Iron: Kee Klamp structural pipe fittings, ASTM A447 with ASTM A153 galvanizing.

• Finish: Polyester factory applied spray coating.• Fasteners: Type 304 or 305 stainless steel or galvanized.

FABRICATION

• Fit and shop assemble components in largest practical sizes for delivery to site.• Upright tops shall be plugged with weather and light resistant material.• Assemble components with joints tightly fitted and secured. Accurately form components

to suit installation.

EXECUTION

PREPARATION

• Prepare surfaces using the methods recommended by the manufacturer for achieving the best result.

INSTALLATION

• Install in accordance with manufacturer's instructions.• Fit exposed connections accurately together to form tight joints. For all

connections with Kee Klamp fittings, each set screw is to be tightened to 29 foot pounds (39 N-m) of torque.

• Perform cutting, and fitting required for installation of handrails. Set handrails and accurately in location, alignment, and elevation, measured from established lines and levels.

PROTECTION

• Protect installed products until completion of project.• Touch-up, repair or replace damaged products before Substantial

Completion.

Revisions


EX. CONF. RM.

-

EX. LOCKER RM.

D101A

EX. STORAGE

D101B

EX. OFFICE

D101C

CULINARY ART

LAB

D101

NEW W.I. FREEZ.

D101F

NEW W.I. REFRIG.

D101EPNT-2

EPX-1

PNT-2

PCS-1

PNT-2

PCS-1

PNT-2

PCS-1

PNT-2

EPX-1

PNT-2

EPX-1

EPX-1

WP-1

EPX-1

PNT-1

ABOVE CLOUD

PNT-2

MAINWALLS

PNT-4

INCLUDE SOFFIT

28

' -

0"

6' - 4"

WP-1

* SEE DETAILS ON A-005 AND SPECIFICATION SECTION 096710 FOR EPOXY FLOOR INSTALLATIONS.

FREEZER FLOORING FINISH BY KITCHEN EQT. CONTRACTOR

ALT

EX. CONF. RM.

-

EX. LOCKER RM.

D101A

EX. STORAGE

D101B

EX. OFFICE

D101C

CULINARY ART

LAB

D101

NEW W.I. FREEZ.

D101F

NEW W.I. REFRIG.

D101E

50

51

52

5455

26 25 24

6

3

45

12

2019

2223 8

9

11

10

12

16

13 15

17184041

46444543

47

48

2927

2932

2933

2937

2938

2930

2931

2934

2936

2939

ROOM FINISH SCHEDULE

ROOM NAMEROOM

NUMBER

FLOOR BASE

REMARKS

WALLS CEILING

D101 CULINARY ART LAB

BASE BID

ALTERNATE BID

EPX-1 EPX-1 EPOXY PAINTEPOXY PAINT ALL ABOVE CLOUDS

CLOUDS: BASE BID ACT-1A(2X2)

CLOUDS: ALT BID ACT-1B(2X2)

D101A LOCKER ROOM

BASE BID

ALTERNATE BID EPX-1 EPX-1

EPOXY PAINTPAINT EXPOSED CEILING

PCS-1 RB-1

ACT-1A(2X4)

D101B STORAGE ROOM

BASE BID


EPOXY PAINTPAINT EXPOSED CEILING

PCS-1 RB-1

D101C OFFICE

BASE BID


EPOXY PAINTETR ETR

BASE BID EPX-1 EPX-1D101D JANITOR CLOSET EPOXY PAINT ACT- 1A(2X2)SELF-LEVELING CONCRETE AS NEW SUBFLOOR

ACT- 2(2X2)

SEE FOOD SERVICE DRAWINGS & SPECSSEE FOOD SERVICE DRAWINGS & SPECS

BASE BID EPX-1 EPX-1D101E WALK IN COOLER

BASE BIDD101F WALK IN FREEZER

SEE DETAIL #2 ON A-101

Finish Specifications

SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION

Epoxy Flooring & Base (EPX-1)

MANUF:STYLE:SIZE:COLOR:

PalmaPalikrom 1256" high Integral cove basePEWTER

Rubber Wall Base (RB-1)

MANUF:STYLE:SIZE:COLOR:

JOHNSONITECove Base4"32 WG PEBBLE

Paints (PNT)

EPOXY PAINT: SHERWIN WILLIAMS PRO INDUSTRIAL PRE-CATALYZED WATER BASED EPOXY, INCLUDING PRIMER, INTERMEDIATE AND 2 TOP COATS.

HOLLOW METAL DOOR FRAMES: IRON CLAD LOW LUSTER METAL & WOOD ENAMEL 363PRIMER:DTM ACRYLIC PRIMER FINISH B66W1 - (1) COATFINISH: DTM ACRYLIC COATING B66-200 SERIES - (2) COATS

WALLS - EGGSHELLCEILINGS & SOFFITS- FLATTRIM- SEMI-GLOSS

COLORS:

PNT-1PNT-2PNT-3PNT-4PNT-5

(OPEN CEILING)(MAIN WALLS)(G.B. CEILINGS & SOFFITS)(ACCENT PAINT)(HOLLOW METAL FRAMES)

Paint & Concrete Sealer: (PCS)

PCS-1 CONCRETE FLOOR SEALER-SEE SPECIFICATION SECTION #09 96 00 (CONCRETE FLOOR)

PAINT NOTES:

• PROVIDE PRIME COAT, INTERMEDIATE COAT AND TWO(2) FINISH COATS THROUGHOUT.

• PROVIDE SAMPLE FOR APPROVAL BEFORE PAINTING.• PATCH AND PAINT ALL EXISTING GYP BOARD CEILINGS• PAINT ALL DOOR FRAMES BOTH SIDES IN PROJECT AREA.

STAINLESS STEEL WALL PANELS: (WP-1)

SEE FOOD SERVICE PLANS FOR MORE INFORMATION


Owner:

Drawing Title:

Project No.:

Project:

Scale

Date:

File Location

NEW JERSEY


Drawn By:

Checked By:

File No.

Dwg.No.





AS NOTED

1 02-26-19 OUT TO BID


2/26/2019 1:43:44 PM

A-103

FZ / KG

RA

11/5/201818.777

NEW FURNITURE and FINISHPLANS



SCALE: 3/16" = 1'-0"1

New Finish Floor PlanSCALE: 3/16" = 1'-0"

2New Furniture Floor Plan

**COLORS WILL BE SELECTED UPON THE SUBMISSION AND APPROVAL OF ALL COLOR SAMPLES.* ALL EQT., DUCTWORK, PIPING, CONDUIT, ETC ABOVE 'CLOUDS' CEILING TO BE PAINTED.

Revisions


EX. CONF. RM.

-

EX. LOCKER RM.

D101A

EX. STORAGE

D101B

EX. OFFICE

D101C

NEW W.I. FREEZ.

D101F

NEW W.I. REFRIG.

D101E

FE

FE

CULINARY ART

LAB

D101

EP

3

54

2

6

7

8

910

EX. ELEC. PANEL TO REMAIN

EX. DUCT TO BE PAINTED

EX. PIPE TO BE PAINTED

6' -

3"

4' - 0" 27' - 5"

31' - 5"

2' -

10

"

NEW STAINLESS STEEL WALL PANEL

4' -

0"

3' -

0"

NEW SMART BOARD

4' - 11" 1' - 9"

6' -

0"

NEW LIGHTING FIXTURES

NEW CHASE WALL

6" HIGH EPOXY BASE

8

27

16 10

11 11

12

EX. DUCT TO BE PAINTED

6' -

3"

4' -

0"

3' -

4"

7' -

6"

2' -

10

"

7' - 0 1/2"7' - 7"15' - 7 1/2"3' - 3 1/2"7' - 11"17' - 0 1/2"

58' - 6"

12

NEW SOFFIT

10

' -

2"

EXHAUST HOOD

NEW 'CLOUD' CEILING

EX. PIPES TO BE PAINTED

2' -

6"

6' -

8"

TB 4'X 4'

20

6" HIGH EPOXY BASE

ADD TACKBOARD 4'X4' @36" AFF.

10

532

3

5

13

46

25

21

19

2

33

NEW SS HOOD

30' - 3" 1' - 2"

31' - 5"

6' -

8"

2' -

6" 12

6" HIGH EPOXY BASE

21

25

24

23 23

8

7' -

4"

4' - 6"5' - 11"1' - 4"22' - 7"5' - 10"6' - 4"5' - 8"6' - 4"

58' - 6"

6' -

8"

2' -

6"

12

2' -

10

"

EXISTING SCHOOL BELL

SYSTEM TO REMAIN

@ 97.5" AFF

21

NEW 'CLOUD' CEILING

1

ACT

1

ALT. BID #7 SOFFIT & LIGHTS

6" HIGH EPOXY BASE

26

19 15

17

11

18

8 8

8

5 5

11

826

5' - 0"

9

EX. LIGHTING FIXTURE

5' - 2"

9

9

4' -

0"

36

4' -

0"

5' - 0"

9

36

7' -

4"

5' - 2"

5

7' -

4"

2' -

8"

2' - 4" 4' - 1"

6' - 5"

10

' -

0"

3A

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