cape may county lower township nj 08242 hornet … projects/cape may multi... · 12/28/2018 ·...

RENDERING

CLIENT: ARCHITECTSTOKES ARCHITECTURE

1700 SANSOM ST 12TH FL.PHILADELPHIA, PA 19103

PH: 215.523.9190

CIVIL ENGINEERSATLANTIC COUNTY

IMPROVEMENT AUTHORITY1333 ATLANTIC AVE SUITE 700

ATLANTIC CITY, NJ 08203PH: 609.343.2390

STRUCTURAL ENGINEERSO'DONNELL & NACCARATO

701 MARKET STREET SUITE 6000PHILADELPHIA, PA 19106

PH: 215.925.3788

MEP ENGINEERSPOLARIS CONSULTING

ENGINEERS, PC14 W. MAIN ST. SUITE 208

MOORESTOWN, NJ 08057PH: 856.778.5400

STANTEC1599 RT. 34, SUITE 3

WALL TWP., NJ 07727PH: 732.449.0099

OWNER:CAPE MAY COUNTY

4 MOORE ROADCAPE MAYCOURTHOUSE, NJ

08210

ISSUED FOR BID

HORNET ROADLOWER TOWNSHIP NJ 08242CAPE MAY COUNTY

MULTI-TENANT UAS BLDG12.28.2018

PROJECT NO.: 01-01-14807

ABVAP

ACSACT

ADADD

ADDLADHADJ

ADJTAFF

AGGAC

ALTALUM

ABANOD

APPROXARCHASPHAUTO

AVG

BBDBP

BSMTBM

BELBMKBETBYDBIT

BLKBLKG

BLSBDBS

BOTBOCBOFBOS

BOWBRCGBRKT

BRKBC

BRZBLDG

CABCPT

CBCK

CLGCEM

CTRCLCT

CHBDCHAM

CCO

CLRCLOCW

COLCOMBCOMP

COMPRCONC

CMUCONDCNDTCONN

CONSTCONT

CONTRCJT

COORDCPR

CORRCNTR

CFLCS

CRSCVRCFTCYDCUS

DPRDMPF

DLDEMODEPTDEPR

DETDTLDIA

DIFFDIM

DISPDIVDR

DBLDWL

DNDS

DDWR

DWG

EAE

ELASELEC

EPEWCELEV

ELEMER

ENCENTEPXEQ

EQPESTEXCEXHEXG

EDEPS

EBEJT

EXP JTEXPEXT

EXTR

FABFBFO

FOBFOCFOMFOS

FOWFCUFDVFNDFNVFBDFGLFINFFLFFEFGD

FFFA

FECFRCFRTFPFFXDFLG

FLXFLRFD

FLUORFT

FTGFDN

FRFS

FBOFOIC

FURNFURFUT

GAGAL

GALVGSM

GSTLGL

GFRGGLZGBR

GDGRNGNDGWP

GTGWB

HNRLHDW

HDWDHDRHTRHTG

HVAC

HTHEX

HPHM

HMDRFHK

HORIZHW

HWHHR

HYD

ININCL

ID

INSULINTINV

JANJT

JTF

KPL

LBLLADLAMLAV

LCCPRL

LHLNG

LTLTGLW

LMSLINLTL

LLLKGLVR

LP

MACHMH

MFRMRBMASMO

MARLMAX

MECHMED

MEMBMTLMM

MWKMINMIR

MISCMOD

MLDGMR

MRTMT

MOVMUL

NAT

NEONOM

NNIC

NTSNUM

OCOPQ

OPNGOPP

OPPFOPPHOPPS

OZO TO O

ODOVHD

OA

PPNT

PRPNLPTDPTR

PARAPARPBDPTN

PVMTPERFPERI

PERPPLASPLAM

PLPNT

PLYWDPWDPSFPSIPIP

PFBPFNPFMPMFPRT

PROJ

QTQTR

RADREC

RECTREF

RPRFL

REFRREG

REINFRLF

RMVREQRESRTN

RAREV

RHR

RDRFGRMRO

RNDRBR

SFGLSCHD

SCNSNTSECSSK

SBSHTH

SHTSHL

SHRGSIMSLVSP

SSPKSPL

SPECSFPSQSF

STAGSSTSTDSTL

STORSTRUCT

SURSUSP

SWSYMSYN

SYSTKBD

TELTEMP

TCTHER

THRSHLDTHKTLT

T&GTO

TOCTOFTOS

TOWTD

TRANSTR

TYP

UCTUL

UNFUON

URTHU/S

UTIL

VBVNR

VENTVIF

VERTVCBVCTVSBVOL

WSCTWCWRWS

WPFWT

WWFW

WFWDW

WMW/

W/O

aboveaccess panelacousticalacoustical ceiling tilearea drainaddendumadditionaladhesiveadjacentadjustableabove floor finishaggregateair conditioningalternatealuminumanchor boltanodizedapproximatearchitect, -uralasphaltautomaticaverage

base boardbase platebasementbeambelowbench markbetweenbeyondbituminousblockblockingbluestoneboardboth sidesbottombottom of concretebottom of footingbottom of steelbottom of wallbracingbracketbrickbrick coursebronzebuilding

cabinetcarpetcatch basincaulkceilingcement

ABBREVATIONS:centercenter lineceramic tilechalkboardchamferchannelclean outclear, clearanceclosetcold watercolumncombinationcomputercompress, -ed, -ion, -ibleconcreteconcrete masonry unitcondition, -alconduitconnect, -or, -ionconstructioncontinuouscontract, -orcontrol jointcoordinatecoppercorrugatedcountercounterflashingcountersunkcourse, -scovercubic footcubic yardcustom

damperdampproofingdead loaddemolish, demolitiondepartmentdepress, -eddetaildetaildiameterdiffusedimensiondispenserdivisiondoordoubledoweldowndown spoutdraindrawer

drawing

eacheastelastomericelectric, -alelectrical panelelectrical water coolerelevationelevatoremergencyenclosureentranceepoxyequalequipmentestimateexcavator, excavationexhaustexisting, existentexisting dimensionexpanded polystyreneexpansion boltexpansion jointexpansion jointexpose, -dexteriorextrusion

fabricate, fabricatorface brickface offace of buildingface of concreteface of masonryface of studface of wallfan coil unitfire department valvefeminine napkin disposalfeminine napkin vendorfiberboardfiberglassfinishfinish floorfinish floor elevationfinish gradefinished facefire alarmfire extinguisher cabinetfire-resistant coatingfire-retardantfireproof, -ingfixedflashing

flexiblefloorfloor drainfluorescentfoot, feetfootingfoundationframe, -d, -ingfull sizefurnish by othersfurnished by owner,installed by contractorfurnish, -edfurred, -ingfuture

gaugegallongalvanize, -dgalvanized sheet metalgalvanized steelglassglass fiber reinforced gypsumglaze, -d, -inggrab bargrade, -inggranitegroundgrounded waterproof outletgroutgrypsum wall board

handrailhardwarehardwoodheaderheaterheatingheating, ventilating, & air conditioningheighthexagonalhigh pointhollow metalhollow metal door framehookhorizontalhot waterhot water heaterhourhydrant

inchinclude, -d,- inginside diameter

insulate, -d, -inginteriorinvert

janitorjointjoint filler

kick plate

labelladderlaminate, -dlavatorylead coated copperleftleft handlength, longlightlightinglightweightlimestonelinoleumlintellive loadlookinglouverlow point

machinemanholemanufacturermarblemasonrymasonry openingmaterialmaximummechanicalmediummembranemetal, -icmillimetermillworkminimummirrormiscellaneousmodularmoldingmop receptaclemortarmount, -edmovablemullion

natural

neoprenenominalnorthnot in contractnot to scalenumber

on centeropaqueopeningoppositeopposite faceopposite handopposite sideounceout to outoutside diameteroverheadoverall

pagepaintpairpanelpaintedpaper towel receptacleparagraphparallelparticle boardpartitionpavementperforate, -dperimeterperpendicularplasterplastic laminateplatepaint, -edplywoodplywoodpounds per square footpounds per square inchpoured in placeprefabricatedprefinishedpreformedpremolded fillerpressure treatedproject

quarry tilequarter

radiusrecessed

rectangularreferencereference pointreflect, -edrefrigeratorregletreinforcing, -mentreliefremove, -ablerequire, -dresilientreturnreturn airrevise, -d, -ionright handriserroof drainroofingroomrough openingroundrubber

safety glassschedulescreensealantsectionservice sinksetting bedsheathingsheetshelf, shelvingshoringsimilarsleevesoundproof, -ingsouthspeakerspecialspecification, -sspray fireproofingsquaresquare footstaggeredstainless steelstandardsteelstoragestructure, -alsurfacesuspendedswitchsymmetricalsynthetic

systemtackboardtelephonetemperatireterra cotta tilethermostatthresholdthick, -nesstoilettongue and groovetop oftop of concretetop of footingtop of steeltop of walltowel dispensertransparenttreadtypical

undercutunderwriter's laboratoryunfinishedunless otherwise notedurethaneundersideutility

vapor barrierveneerventilatingverify in fieldverticalvinyl cove basevinyl composite tilevinyl straight basevolume

wainscotwater closetwater repellentwater stopwaterproof, -ingweightwelded wire fabricwestwide flangewindowwire meshwithwithout

ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF LOCAL AND STATE CODES AND THE SPEC'S OF THE NATIONAL BOARD OF FIRE UNDERWRITERS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWNSHIP AND/OR APPROPRIATE AUTHORITY HAVING JURISDICTION OVER CONSTRUCTION WHERE THE PROJECT IS LOCATED. CONTRACTOR SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CORRECTION PRIOR TO BEGINNING ANY WORK. DO NOT SCALE DRAWINGS. ALL WRITTEN DIMENSIONS GOVERN.

THE GENERAL CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR, WHETHER IMPLIED BY, OR DIRECTLY STATED ON THESES DRAWINGS, IN ORDER TO COMPLETE THE WORK AS INDICATED HEREIN.

THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE PLANS AND SPECIFICATION INFORMATION.

THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRE-CAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, OR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR ANY OTHER PERSONS PERFORMING ANY WORK, OR FOR FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.

ANY WORK SHOWN OR REFERRED TO ON ANY PORTION OF THE DOCUMENTS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL DOCUMENTS, WHERE DISCREPANCIES OCCUR IN THE DOCUMENTS, GC SHALL OBTAIN CLARIFICATION IN WRITING PRIOR TO SUBMITTING HIS BID. OTHERWISE, IT WILL BE ASSUMED THE HIGHER COST ITEM WAS BID ON. IN ORDER TO ENSURE COORDINATION, PARTIAL SETS OF DRAWINGS SHALL NOT BE ISSUED TO ANY CONTRACTOR, SUB-CONTRACTOR, OR VENDOR. ONLY COMPLETE SETS OF DOCUMENTS ARE TO BE ISSUED.

THE FOLLOWING SET OF DRAWINGS IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL REMAIN THE PROPERTY OF STOKES ARCHITECTURE, WHETHER THE PROJECT IS EXECUTED OR NOT. NO CHANGES, ALTERATIONS, OR DELETIONS MAY BE MAKE HERETO EXCEPT BY THE ARCHITECT.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR AT THE SITE.

HOLD INDICATED DIMENSIONS. DO NOT SCALE DRAWINGS. RESOLVE ANY DISCREPANCIES BEFORE BEGINNING WORK.

ALL EXISTING CONSTRUCTION AND LANDSCAPE FEATURES THAT ARE TO REMAIN AS PART OF THE PROJECT SHALL BE PROTECTED FROM DAMAGE THROUGHOUT THE PERIOD OF CONSTRUCTION WORK. ANY DAMAGED CONSTRUCTION OR FEATURES SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ALL SUBCONTRACTORS TO VERIFY ALL DIMENSIONS AND INSPECT CONDITIONS OF PRIOR WORK OF OTHER TRADES BEFORE PROCEEDING WITH ANY WORK. UNACCEPTABLE OR INCORRECT PRIOR WORK SHALL BE REPAIRED OR REPLACED BEFORE STARTING WORK. PROCEEDING WITH THE WORK SHALL CONSTITUTE ACCEPTANCE OF PRIOR WORK.

REFER TO SPECIFICATION AND/OR SCHEDULES.

ALL CONTRACTORS SHALL VISIT THE SITE AND THOROUGHLY ACQUAINT THEMSELVES WITH THE CONDITIONS IN THE FIELD AND THE NATURE AND THE EXTENT OF THE WORK TO BE PERFORMED.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE SAFETY OF PERSONS AND PROPERTY, AND THEIR PROTECTION FROM DAMAGE, INJURY AND LOSS. THE CONTRACTOR SHALL INSURE THAT THE JOB SITE IS MAINTAINED AT ALL TIMES IN SUCH A WAY AS TO PREVENT INJURY OR DAMAGE TO ALL PERSONS WORKING ON OR VISITING THE PREMISES AND TO PERSONAL PROPERTY.

THE CONTRACTOR REPRESENTS THAT HE HAS THOROUGHLY REVIEWED THE DRAWINGS, SPECIFICATIONS AND CONTRACT DOCUMENTS AND THAT THEY ARE SUITABLE FOR SUBMITTING A VALID BID. CONTRACTOR SHALL SUBMIT A WRITTEN DESCRIPTION OF ALL DEFICIENCIES AND AMBIGUITIES IN THE CONTRACT DOCUMENTS TO THE OWNER WITHIN 30 DAYS OF SIGNING THE CONTRACT. CHANGE ORDERS FOR DESIGN DEFICIENCIES OR AMBIGUITIES NOT INCLUDED IN CONTRACTORS DESCRIPTION WILL NOT BE AUTHORIZED

1.

2.

3.

4.

5.

6.

7.

8.

9.

10

11.

12.

13.

14.

GENERAL NOTES: SYMBOLS KEY:

?

1

A101

2A2A

2A2A

101-

1

___________________1

A101

F-01

25

25

STAIR24" 36"

EXISTING EXIT SIGN

PROPOSED EXIT SIGN

EMERGENCY LIGHT

OCCUPANT LOAD

COMBINED OCCUPANT LOAD

DIRECTIONALILLUMINATION

EGRESS COMPONENT WIDTH

EXIT DISCHARGE

PROPOSED WIDTHCODE REQ. WIDTH

BUILDING SECTION

BUILDING ELEVATION

DETAIL

LEVEL MARKER

SPOT ELEVATION

INTERIOR ELEVATION MARKER

REVISION TAG

PARTITION TAG

DOOR TAG

WINDOW TAG

LIGHTING FIXTURE TAG

FINISH TAG

10'-0"

DRAWING NUMBERSHEET NUMBER

DOOR NUMBERROOM NUMBER

W-2

EXIT SIGN WITH EMERGENCY LIGHT COMBO

PROPOSED EXIT SIGN

E

FE PORTABLE FIRE EXTINGUISHER

ROOM TAG101ROOM NAME

ROOM NUMBERROOM NAME

W1

1A

CR CARD READER

1A101

_________


A1011

SIM

A1011



INDIVISUAL ELEVATION MARKERDRAWING NUMBERSHEET NUMBER

FIRST FLOOR0'-0"

LEVELELEVATION

ALL DIMENSIONS AND RELATIONSHIPS MUST BE VERIFIED BY CONTRACTOR. THE ARCHITECT IS TO BE NOTIFIED OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE CONSTRUCTION. DO NOT SCALE FROM DRAWINGS.

SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:

ARCHITECTSTOKES ARCHITECTURE


PH: 215.523.9190

CIVIL ENGINEERS

ATLANTIC COUNTY IMPROVEMENT AUTHORITY

1333 ATLANTIC AVE SUITE 700ATLANTIC CITY, NJ 08203

PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

12" = 1'-0"

CS-2

DRAWING LIST, NOTES,ABBREVIATIONS, &

SYMBOLS

JCRS

11/09/2018

ISSUED FOR BID

CAPE MAY COUNTYMULTI-TENANT UAS BLDG

HORNET ROADLOWER TOWNSHIP NJ 08242

PROJECT NO.: 01-01-14807

CD REVIEW11/9/2018

ISSUED FOR BID12/28/2018

COVER SHEETCS-1 COVER SHEET • •CS-2 DRAWING LIST, NOTES, ABBREVIATIONS, & SYMBOLS • •

CIVILLG-1 GENERAL NOTES AND LEGEND • •

T-1 SURVEY TIES • •CP-1 CONSTRUCTION PLAN • •CP-2 CONSTRUCTION PLAN • •GD-1 GRADING AND DRAINAGE PLAN • •GD-2 GRADING AND DRAINAGE PLAN • •XS-1 METHOD OF CROSS SECTIONS • •XS-2 CROSS SECTIONS • •XS-3 CROSS SECTIONS • •XS-4 CROSS SECTIONS • •XS-5 CROSS SECTIONS • •SS-1 SIGNING AND STRIPING PLAN • •

U-1 UTILITY PLAN • •U-2 UTILITY PLAN • •U-3 UTILITY PLAN • •

LP-1 LIGHTING PLAN • •LP-2 LIGHTING PLAN • •LP-3 LIGHTING PLAN • •SE-1 SOIL EROSION AND SEDIMENT CONTROL PLAN • •SE-2 SOIL EROSION AND SEDIMENT CONTROL NOTES • •SE-3 SOIL EROSION AND SEDIMENT CONTROL NOTES • •CD-1 CONSTRUCTION DETAILS • •CD-2 CONSTRUCTION DETAILS • •CD-3 CONSTRUCTION DETAILS • •CD-4 CONSTRUCTION DETAILS • •CD-5 CONSTRUCTION DETAILS • •CD-6 CONSTRUCTION DETAILS • •CD-7 CONSTRUCTION DETAILS • •CD-8 CONSTRUCTION DETAILS • •CD-9 CURB RAMP LAYOUT DETAIL • •

CD-10 CONSTRUCTION DETAILS • •CD-11 CONSTRUCTION DETAILS • •CD-12 CONSTRUCTION DETAILS • •CD-13 CONSTRUCTION DETAILS • •

DRAWING LIST:

ARCHITECTURALLIFE SAFETYLS101 CODE REVIEW • •LS102 LIFE SAFETY & BUILDING AREA DIAGRAMS • •LS103 TYPICAL CLEARANCES & MOUNTING ELEVATIONS • •3D VIEWS

A001 AXONOMETRIC VIEW • •PLANS & RCPS

A101 FIRST FLOOR PLAN • •A102 SECOND FLOOR PLAN • •A103 ROOF PLAN • •A111 FIRST FLOOR TENANT FITOUT • •A112 SECOND FLOOR TENANT FITOUT • •A121 FIRST FLOOR REFLECTED CEILING PLAN • •A122 SECOND FLOOR REFLECTED CEILING PLAN • •

ELEVATIONSA201 BUILDING ELEVATIONS • •A202 BUILDING ELEVATIONS • •A203 BUILDING ELEVATIONS • •

BUILDING SECTIONS & WALL SECTIONSA301 BUILDING SECTIONS • •A302 WALL SECTIONS • •A303 WALL SECTIONS • •

EXTERIOR DETAILSA400 EXTERIOR WALL AND ROOF ASSEMBLIES • •A401 EXTERIOR DETAILS • •A402 EXTERIOR DETAILS • •A404 SIGNAGE •A411 ROOF DETAILS • •

ENLARGED PLANS AND DETAILSA501 STAIR PLANS, SECTIONS & DETAILS • •A503 KITCHENETTE PLANS ELEVATIONS AND DETAILS • •A511 ENLARGED TOILET ROOM PLANS • •A512 RESTROOM ELEVATIONS • •

SPECS, SCHEDULES, DIAGRAMSA601 PARTITION TYPES SCHEDULE • •A602 DOOR SCHEDULE • •A603 DOOR DETAILS • •A604 FINISH SCHEDULES • •A605 WINDOW SCHEDULE • •

INTERIOR ELEVATIONSA701 INTERIOR ELEVATIONS • •A702 INTERIOR ELEVATIONS TENANT 1 • •

INTERIOR DETAILSA801 INTERIOR DETAILS • •

CD REVIEW11/9/2018

ISSUED FOR BID12/28/2018

STRUCTURALS001 COVER SHEET • •S101 FOUNDATION PLAN • •S102 SECOND FLOOR & LOW ROOF FRAMING PLAN • •S103 ROOF FRAMING PLAN • •S201 GENERAL NOTES & SCHEDULES • •S202 SPECIAL INSPECTIONS • •S301 FOUNDATION DETAILS • •S401 TYPICAL FRAMING DETAILS • •S402 FRAMING SECTIONS • •

MEP NOTESN001 GENERAL NOTES • •N002 GENERAL NOTES • •N003 GENERAL NOTES • •N004 GENERAL NOTES • •

MECHANICALM001 HVAC SPECS, SYMBOLS & GENERAL INFORMATION • •M101 HVAC PLAN FIRST FLOOR • •M102 HVAC PLAN SECOND FLOOR • •M501 HVAC SCHEDULES • •M701 HVAC DETAILS • •M702 HVAC DETAILS • •

ELECTRICALE001 SPECS, SYMBOLS & GENERAL INFORMATION • •E101 ELECTRICAL POWER PLAN FIRST FLOOR • •E102 ELECTRICAL POWER PLAN SECOND FLOOR • •E103 ELECTRICAL HVAC POWER PLAN • •E201 ELECTRICAL LIGHTING PLAN FIRST FLOOR • •E202 ELECTRICAL LIGHTING PLAN SECOND FLOOR • •E203 ELECTRICAL LIGHTING CONTROLS PLAN • •E501 ELECTRICAL SCHEDULES • •E502 ELECTRICAL SCHEDULES • •E503 ELECTRICAL SCHEDULES • •E601 ELECTRICAL RISERS • •

PLUMBINGP001 SPECS, SYMBOLS & GENERAL INFORMATION • •P101 PLUMBING PLAN FIRST FLOOR • •P102 PLUMBING PLAN GAS PIPING • •P401 PLUMBING LARGE SCALE PLAN • •P501 PLUMBING SCHEDULES • •P601 PLUMBING RISERS • •P701 PLUMBING DETAILS • •

FIRE PROTECTIONSP101 SPRINKLER PLAN • •

A ISSUED FOR BID 12/28/2018

CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS

504.3 BUILDING HEIGHT ABOVE GRADE 60 FT

ALLOWABLE AREA PER STORYTABULAR AREA (At)FRONTAGE (NS x If)TOTAL: (At + (NS x If)

25,500 SF+ 6,375 SF

= 31,875 SF

A BBUILDING ELEMENT

3 2PRIMARY STRUCTURAL FRAME

BEARING WALLS:EXTERIORINTERIOR

33

22

NONBEARING WALLS & PARTITIONS - EXTERIOR

NONBEARING WALLS & PARTITIONS - INTERIOR 0 0

FLOOR CONSTRUCTION & SECONDARY MEMBERS 2 2

ROOF CONSTRUCTION & SECONDARY MEMBERS 11/2 1

TABL

E 60

1FI

RE R

ESIS

TANC

E RA

TING

REQ

UIRE

MENT

S FO

R BU

ILDI

NG E

LEME

NTS

(HOU

RS)

TYPE II TYPE III TYPE IV TYPE VA B

1 0

11

00

0 0

1 0

1 0

A B

1 0

11

00

0 0

1 0

1 0

A B

1 0

21

20

0 0

1 0

1 0

HT

HT

21/HT

SEE SECTION

602.4.6

HT

HT

SEE TABLE 602

CHAPTER 8: INTERIOR FINISHES

803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED INDEXES.

CLASS A: FLAME SPREAD INDEX 0-25SMOKE-DEVELOPED INDEX 0-450

CLASS B: FLAME SPREAD INDEX 26-75SMOKE-DEVELOPED INDEX 0-450

CLASS C: FLAME SPREAD INDEX 76-200SMOKE-DEVELOPED INDEX 0-450

TABL

E 80

3.11

INTE

RIOR

WAL

L AN

D CE

ILIN

G FI

NISH

REQ

UIRM

ENTS

BY

OCCU

PANC

Y

GROUP

BF

SPRINKLEREDINTERIOR EXIT STAIRWAYS,

INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS

CORRIDORS AND ENCLOSURE FOR

EXIT ACCESS STAIRWAYS AND

EXIT ACCESS RAMPS

ROOMS AND ENCLOSED

SPACES

BC

CC

CC

CHAPTER 9: FIRE PROTECTION SYSTEMS

903.3.1.1 NFPA 13 SPRINKLER SYSTEMS WHERE THE PROVISIONS OF THIS CODE REQUIRE THAT A BUILDING OR PORTION THEROF BE EQUIPPED THROUGHOUT WIHT AN AUTOMATIC SPRINKLER SYTEM IN ACCORDANCE WITH THIS SECTION, SPRINKLERS SHALL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13.

TABL

E 90

6.3(1

)FI

RE E

XTIN

GUIS

HERS

FOR

CL

ASS

A FI

RE H

AZAR

DS

LIGHT (LOW) HAZARD

MINIMUM RATED SINGLE EXTINGUISHER 2-A

ORDINARY (MODERATE)

HAZARD

EXTRA (HIGH) HAZARD

MAXIMUM FLOOR AREA PER UNIT OF A

MAXIMUM FLOOR AREA FOR EXTINGUISHER

MAX TRAVEL DISTANCE TO EXTINGUISHER

3,000 SF

11,250 SF

75 FT

2-A

1,500 SF

11,250 SF

75 FT

4-A

1,000 SF

11,250 SF

75 FT

CHAPTER 10: MEANS OF EGRESS

TABL

E 10

04.1.

2MA

XIMU

M FL

OOR

AREA

AL

LOW

ANCE

S PE

R OC

CUPA

NT

FUNCTION OF SPACE

BUSINESS AREAS

INDUSTRIAL AREAS

100 GROSS

OCCUPANT LOAD FACTOR (FLOOR AREA IN SF PER OCCUPANT)

100 GROSS

1005.3.1 STAIRWAYS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCH PER OCCUPANT

TYPE V: STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BY THIS CODE.

CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION

304.1

304.1

B-BUSINESS

F-1 MOD HAZARD INDUSTRIAL

OFFICES; RESEARCH & DEVELOPMENT

LIGHT MANUFACTURING

CHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY

416

416.3 SPRAYING SPACES SHALL BE VENTILATED WITH AN EXHAUST SYSTEM TO PREVENT THE ACCUMULATION OF FLAMMABLE MIST OR VAPORS IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. WHERE SUCH SPACES ARE NOT SEPARATELY ENCLOSED, NONCOMBUSTIBLE SPRAY CURTAINS SHALL BE PROVIDED TO RESTRICT THE SPREAD OF FLAMMABLE VAPORS

international building code 2015 nj ed.

416.3.1 SURFACES THE INTERIOR SURFACES OF SPRAYING SPACES SHALL BE SMOOTH AND CONTINUOUS WITHOUT EDGES; SHALL BE SO CONSTRUCTED TO PERMIT THE FREE PASSAGE OF EXHAUST AIR FROM ALL PARTS OF THE INTERIOR AND TO FACILITATE WASHING AND CLEANING; AND SHALL BE DESIGNED TO CONFINE RESIDUES WITHIN THE SPRAYING SPACE. ALUMINUM SHALL NOT BE USED.

307.1.1 USES OTHER THAN GROUP H AN OCCUPANCY THAT STORES, USES, OR HANDLES HAZARDOUS MATERIALS AS DESCRIBED IN ONE OR MORE OF THE FOLLOWING ITEMS SHALL NOT BE CLASSIFIED AS GROUP H, BUT SHALL BE CLASSIFIED AS THE OCCUPANCY THAT IT MOST NEARLY RESEMBLES.

1.) BUILDINGS AND STRUCTURES OCCUPIED FOR THE APPLICATION OF FLAMMABLE FINISHES, PROVIDED THAT SUCH BUILDINGS OR AREAS CONFORM TO THE REQUIREMENTS OF SECTION 416 AND THE INTERNATIONAL FIRE CODE.

APPLICATION OF FLAMMABLE FINISHES

SPRAYING SPACES

416.5 AN AUTOMATIC SPRINKLER SYSTEM OR FIRE EXINGUISHING SYSTEM SHALL BE PROVIDED IN ALL SPRAY, DIP AND IMMERSING SPACES AND STORAGE ROOMS AND SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 9.

FIRE PROTECTION

NOTES:•CONSTRUCTION TYPE: 5B•FULLY SPRINKLERED PER NFPA 13•MOST STRINGENT USE WAS USED TO CALCULATE ALLOWABLE BUILDING HEIGHTS AND AREAS.

ALLOWED PROPOSED

28 FT

NO. OF STORIES (Sa) 2 2

20,600 SF 1ST FL. 6,000 SF 2ND FL.

TOTAL ALLOWABLE BUILDING AREA (Aa = [At + (NS x If)] x Sa)

63,750 SF 26,600 SF

504.4

506.2

CAPE MAY COUNTY MULTI-TENANT UAS BLDGPROJECT DESCRIPTION:

NEW TWO STORY BUILDING WITH MULTIPLE TENANTS.

APPLICABLE CODES & REGULATORY AGENCIES:NEW JERSEY ADMINISTRATIVE CODE § 5:23-3INTERNATIONAL BUILDING CODE 2015 NJ ed.NATIONAL STANDARD PLUMBING CODE 2015NFPA 70 NATIONAL ELECTRIC CODE 2014ENERGY SUBCODE ASHRAE 90.1-2013INTERNATIONAL MECHANICAL CODE 2015INTERNATIONAL FIRE CODE 2015 NJ ed.ICC/ANSI A117.1-2009

CODE REVIEW

CHAPTER 7: PLUMBING FIXTURES

NATIONAL STANDARD PLUMBING CODE 2015

TABL

E 72

1.1MI

NIMU

M NU

MBER

OF

REQU

IRED

PLU

MBIN

G FI

XTUR

ES

WATER CLOSET

B-BUSINESS1

add 1add 1

LAVATORYNO. OF PERSONS OF EACH SEX

SHOWER DRINKING FOUNTAIN

(2)

OCCU

PANC

Y

1add 1add 1

1add 0add 1

M F

1add 0add 1

NR

OTHER

1 per 100 1 service sink per floor

M F

F-1 INDUSTRIAL1

add 1add 1add 1

1 emergency shower per 10

people exposed to skin contamination

1 per 100

1 service sink per floor

1add 1add 1add 1

1add 1add 1add 1

1add 1add 1add 1

PROP

OSED

FI

XTUR

ES

WATER CLOSET(5)

TENANT #12

LAVATORYNO. OF PERSONS OF EACH SEX

SHOWER DRINKING FOUNTAIN

(2)

OCCU

PANC

Y

2 1

M F

1 0

OTHER

01 SERVICE

SINK

M F

73 OCCS.

1-2526-5051-100ea. add'l 100

1-1516-50ea. add'l 50

TENANT #21 1 1 1 0 0

1 SERVICE SINK21 OCCS.

TENANT #3

TENANT #4

TENANT #5

2 2 1 1 0 01 SERVICE

SINK73 OCCS.

1 1 1 1 0 01 SERVICE

SINK24 OCCS.

2 2 1 1 0 01 SERVICE

SINK73 OCCS.

TABL

E 50

6.2TA

BULA

R AL

LOW

ABLE

AR

EA F

ACTO

R (A

t)

TYPE OF CONSTRUCTIONTYPE I TYPE II TYPE III TYPE VTYPE IV

A B A B A B A BHTTABLE 504.3 ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE (FT)US

E GR

OUP

NSSB; F-1 UL

UL160180

6585

5575

6585

5575

5070

4060

6585

NSSB UL

UL78

56

34

45

34

34

23

56

F-1 NSS

ULUL

67

45

23

34

23

23

12

45

TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

NSS(M)B UL

UL37,500

112,50023,00069,000

28,50085,500

19,00057,000

18,00054,000

9,00027,000

36,000108,000

F-1 NSS(M)

ULUL

25,00075,000

15,50046,500

19,00057,000

12,00036,000

14,00042,000

8,50025,500

33,500100,500

TABLE 506.2 TABULAR ALLOWABLE AREA (SF)ULUL

ULUL

506.3 FRONTAGE INCREASEIf = [ F/P - 0.25 ] W/30

F = 660; P = 660; W = 30

If = [ 660/660 - 0.25 ] 30/30 = 0.75

CHAPTER 6: TYPES OF CONSTRUCTION

TYPE I

602.5

906.1 PORTABLE FIRE EXTINGUISHERSWHERE REQUIRED:

1. GROUPS: B, F3. IN AREAS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED, USED OR DISPENSED5. WHERE REQUIRED BY THE INTERNATIONAL FIRE CODE SECTIONS INDICATED IN TABLE 906.1

CHAPTER 24: FLAMMABLE FINISHES

2404.3.3 SPRAYING SPACES SPRAYING SPACES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, AND SECTION 2404.3.3.1 AND SECTIONS 2404.4 THROUGH 2404.8 OF THIS CODE

2404.3.3.1 FLOOR COMBUSTIBLE FLOOR CONSTRUCTION IN SPRAYING SPACES SHALL BE COVERED BY APPROVED NONCOMBUSTIBLE NON SPARKING MATERIAL.

INTERNATIONAL FIRE CODE 2015

2404.4.1 FIRE EXTINGUISHERS PORTABLE FIRE EXINGUISHERS COMPLYING WITH SECTION 906 SHALL BE PROVIDED FOR IN SPRAYING AREAS IN ACCORDANCE WITH THE REQUIREMENTS FOR A EXTRA (HIGH) HAZARD OCCUPANCY.

TABL

E 90

6.3(2

)FI

RE E

XTIN

GUIS

HERS

FOR

CL

ASS

B FI

RE H

AZAR

DS

BASIC MINIMUM EXTINGUISHER RATING

LIGHT (LOW) HAZARD 5-B10-B

MAXIMUM DISTANCE OF TRAVEL TO

EXTINGUISHERS

ORDINARY (MODERATE)

TYPE OF HAZARD

EXTRA (HIGH)

3050

10-B20-B

3050

40-B80-B

3050

1004.1.2 AREAS WITHOUT FIXED SEATING THE NUMBER OF OCCUPANTS SHALL BE COMPUTED AT THE RATE OF ONE OCCUPANT PER UNIT OF AREA AS PRESCIBED IN TABLE 1004.1.2

AREA FLOOR AREA LOAD FACTOR(SF PER OCC.)

OCCUPANT LOAD

TENANT #1FIRST FLOORSECOND FLOOR

5,204 SF1,978 SF

100 GROSS100 GROSS

5320

TENANT #2FIRST FLOOR 2,093 SF 100 GROSS 21


5,214 SF1,978 SF

100 GROSS100 GROSS

5320

TENANT #4FIRST FLOOR 2,341 SF 100 GROSS 24


5,203 SF1,978 SF

100 GROSS100 GROSS

5320

CHAPTER 11: ACCESSIBILITY

1104.4 MULTILEVEL NON-RESIDENTIAL BUILDINGS AND MULTILEVEL BUILDING OF GROUP R-1

1104.4.2 LARGE BUILDINGS LARGE BUILDINGS, DEFINED AS THOSE WITH A TOTAL GROSS ENCLOSED FLOOR AREA OF 10,000 SQUARE FEET OR MORE, SHALL PROVIDE THE ACCESSIBLE BUILDING FEATURES REQUIRED OF SMALL BUILDINGS IN 1104.4.1. IN ADDITION, LARGE BUILDINGS SHALL BE REQUIRED TO HAVE AN ELEVATOR TO PROVIDE A VERTICAL ACCESSIBLE ROUTE BETWEEN FLOORS; HOWEVER, IN SUCH BUILDINGS, FLOORS THAT ARE LESS THAN 3,000 SQUARE FEET OR FLOORS WITH 0NLY MECHANICAL EQUIPMENT SHALL NOT BE REQUIRED TO BE SERVED BY AN ELEVATOR.

1005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH PER OCCUPANT

NOTE: INDIVIDUAL TENANT SPACE ON SECOND FLOOR LESS THAN 3,000 SF. NO ELEVATOR REQURIED.



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

12" = 1'-0"

LS101

CODE REVIEW

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807


5,204 SF5,204 SFTENANT 1TENANT 1





131 SF131 SFMECHMECH

206 SF206 SFMECHMECH

DOOR8" 36"

20

52

21

(GROSS)

(GROSS)

11

11

11

1(GROSS)

0FT (COMMON PATH)

90FT (TRAVEL DIST. )

32FT

(COM

MON

PATH

)

118F

T (T

RAVE

L DI

ST. )

36

7236

3636

24

12

12

12

(GROSS)

1

20

36

72

3636

52

DOOR8" 36"

DOOR8" 72"

DOOR3" 36"

DOOR3" 36"

DOOR8" 36"

DOOR3" 36"

DOOR8" 36"

20

(GROSS)

52

72

3636

36

36

DOOR8" 36"

36

35FT

(COM

MON

PATH

)

122F

T (T

RAVE

L DI

ST. )0F

T (C

OMMO

N PA

TH)

56FT

(TRA

VEL

DIST

. )

0FT

(COM

MON

PATH

)

56FT

(TRA

VEL

DIST

. )

DOOR3" 36"

OCCUPANCY TYPE

Accessory - Stor, Mech, Equip

Business Areas

FE

FE

FE

FE

FE

FE

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

STAIR6" 36"

20

74FT

(COM

MON

PATH

)

126F

T (T

RAVE

L DI

ST. )

MECHANICAL ROOFTOP

AREA

MECHANICAL ROOFTOP

AREASTAIR6" 36"

20

74FT

(COM

MON

PATH

)

134F

T (T

RAVE

L DI

ST. )

STAIR6" 36"

20

74FT

(COM

MON

PATH

)

134F

T (T

RAVE

L DI

ST. )

(GROSS)

(GROSS)(GROSS)

20

20

20




FE FE

FE

FE

FE

LEGEND

25

25

PROPOSED EXIT SIGN

EMERGENCY LIGHT

OCCUPANT LOAD

COMBINED OCCUPANT LOAD

DIRECTIONALILLUMINATION

EGRESS WIDTH

EGRESS

PROPOSED

CODE REQ. WIDTHSTAIR WIDTH = 0.3 PER OCCUPANTDOOR WIDTH = 0.2 PER OCCUPANT

EGRESS

FE PORTABLE FIRE EXTINGUISHER

21,199 SF21,199 SFFIRST FLOORFIRST FLOOR

BUILDING AREA TYPE

Gross Building Area

2,084 SF2,084 SFSECOND FLOORSECOND FLOOR



OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

4,901 SF4,901 SFTENANT #1TENANT #1





306 SF306 SF

118 SF118 SF

287 SF287 SF TENANT LEGEND

COMMON AREA

TENANT #1

TENANT #2

TENANT #3

TENANT #4

TENANT #5

316 SF316 SF

325 SF325 SF

113 SF113 SF305 SF305 SF


1,978 SF1,978 SFTENANT #3TENANT #3 1,978 SF1,978 SF

TENANT #5TENANT #5

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

As indicated

LS102

LIFE SAFETY & BUILDINGAREA DIAGRAMS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

LS102 1/16" = 1'-0"1 FIRST FLOOR EGRESS PLAN

LS102 1/16" = 1'-0"2 SECOND FLOOR OCCUPANCY PLAN

FIRST FLOOR 21,199 SF

SECOND FLOOR 6,269 SFTOTAL AREA: 27,467 SF

BUILDING AREA SCHEDULE

2ND FLOORTENANT 1 1,978 SF Business Areas 100 Gross 20TENANT 3 1,978 SF Business Areas 100 Gross 20TENANT 5 1,978 SF Business Areas 100 Gross 20TOTAL: 60

AREA NAME AREA (SF)OCCUPANCY TYPE

(PER TABLE 1004.1.1)

FLOOR AREAPER OCCUPANT OCCUPANT

LOAD COMMENTS(SF) TYPE

1ST FLOORMECH 131 SF Accessory - Stor, Mech, Equip 300 Gross 1MECH 206 SF Accessory - Stor, Mech, Equip 300 Gross 1TENANT 1 5,204 SF Business Areas 100 Gross 53TENANT 2 2,093 SF Business Areas 100 Gross 21TENANT 3 5,214 SF Business Areas 100 Gross 53TENANT 4 2,341 SF Business Areas 100 Gross 24TENANT 5 5,203 SF Business Areas 100 Gross 53TOTAL: 206

OCCUPANT LOAD SCHEDULE

TENANT #11ST FL. 4,900.7 SF1ST FL. BATHROOMS 306.0 SF2ND FL. 1,978.0 SF

7,184.7 SF

TENANT #21ST FL. 1,831.3 SF1ST FL. BATHROOMS 118.4 SF

1,949.8 SF


7,193.7 SF

TENANT #41ST FL. 2,123.5 SF1ST FL. BATHROOMS 112.6 SF

2,236.1 SF


7,183.3 SFTOTAL USABLE AREA 25,747.6 SF

TENANT RENTABLE AREA SCHEDULE

26,359.2 SFTOTAL RENTABLE AREA:

COMMON AREAUTILITY AREA B 286.9 SFUTILITY AREA D 324.7 SF

611.6 SFTOTAL COMMON AREA 611.6 SF

LS102 1" = 30'-0"3 FIRST FLOOR GROSS BUILDING AREA

LS102 1" = 30'-0"4 SECOND FLOOR GROSS BUILDING AREA

LS102 1" = 30'-0"5 FIRST FLOOR RENTABLE AREA PLAN

LS102 1" = 30'-0"6 SECOND FLOOR RENTABLE AREA PLAN


11"-1

7"

12"MIN

24" MIN

33"-3

6"39

"-41"

18"

MIN

18"

MIN

24" MIN

42"

7"-9"

15"MIN

17"

MA

44"

15"MIN

17"

MA

44"

27" M

IN 34"

15"MIN

40"

15"

48"

48"

27" M

IN 48"

40"

48"

22"

MA

48"

40"-4

8"

11"-1

7" 33"-3

6"54" MIN 39

"-41"

18"

MIN

39"-41"

12" MAX

42" MIN

18"

MIN

17"

MA 17"

MA

27" M

IN34"

9" MIN

8"MIN

11" MIN

17"MIN

40" 48

"

48"

27" M

IN 48"

40"

48"

22"

MA

48"

40"-4

8"

1'-6"5'

5' 5'

12"MIN

24"MIN

12"

MAX

42" M

IN 39"-4

1"

1'-3"

4'

2'-6"

1'-3"4'

2'-6"

1'-3" 1'-3"

4'2'-6"

4'

2'-6" 2'-6"

4'

2'-6"

4'

2'-6"

4'

2'-6"

4'

2'-6"

4'

PER ICC A117.1.606.6 (2009):WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND

SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TOPROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR

ABRASIVE SURFACES UNDER LAVATORIES & SINKS.

FLOOR MOUNTED TOILET -NO TANK

GRAB BARS TOILET PAPER DISPENSER URINAL URINAL WALL MOUNTED SINK SOAP DISPENSER PAPER TOWELDISPENSER/TRASH COMBO

DIAPER CHANGING STATION SANITARY NAPKIN/TAMPONDISPENSER

MIRROR AUTOMATIC HAND DRYER WALL MOUNTED SANITARYTRASH

TOILET PAPER DISPENSER COAT/ROBE HOOK

FLOOR MOUNTED TOILET -NO TANK

GRAB BARS TOILET PAPER DISPENSER URINAL URINAL WALL MOUNTED SINK SOAP DISPENSER PAPER TOWELDISPENSER/TRASH COMBO




FLOOR MOUNTED TOILET - NO TANK GRAB BARS TOILET PAPER DISPENSER URINAL URINAL WALL MOUNTED SINK SOAP DISPENSER PAPER TOWELDISPENSER/TRASH COMBO




18"



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/4" = 1'-0"

LS103

TYPICAL CLEARANCES &MOUNTING ELEVATIONS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

1/4" = 1'-0"BATHROOM MOUNTING HEIGHTS




SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

A001

AXONOMETRIC VIEW

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807


UP

UP UP

A

B

C

D

E

F

1 1.2 1.8 2

1A301

_________ 1A301

_________

2.6

1A302

_________

2A301

_________3A301

_________

A2011

A2012

A201 3

A20143 3.2 3.4 4 4.4 5 5.4 5.6 61.4 1.6

A.5

1-101-2

1-103MENS

1-10

2-1

1-10

3-1

2-104-2 2-105-1

2-10

2-1

2-10

3-1

2-10

4-1 3-

102-

13-

103-

1

2-10

1-1

3-101-2

3-10

1-3

4-105-14-104-2

4-10

4-1

4-10

3-1

4-10

2-1 5-

102-

1

5-101-2

5-10

1-3

4-10

1-1

2A302

_________

3A302

_________4A302

_________

5A302

_________

6A302

_________

___________________9

A402

A2022

A202 3

A2024

A202 1

1-102WOMENS

1-101TENANT #1

2-101TENANT #2

3-102WOMENS

3-103MENS

2-105MECHANICAL CLOSET

2-103WC2-102

WC

2-104CORRIDOR

3-101TENANT #3

4-101TENANT #4

4-103WC

4-102WC


4-104CORRIDOR

5-102WOMENS

5-103MENS

5-101TENANT #5

+0"

1A303

_________

1-104J.C.

3-104J.C.

2-106J.C.

5-104J.C.

4-106J.C.

___________________1

A501

___________________3

A511

2B 2B2B

2B

___________________1

A511

5-101-13-101-11-101-1

2A303

_________

3A303

_________

4-10

6-1

5-104-1

2-10

6-1

3-104-1

1-104-1

FLOOR QUADDRUPLEX RECEPTACLE OUTLET, REFER TO ELECTRICAL DRAWINGS FOR DETAILS. COORDINATE EXACT LOCATIONS WITH TENANT ON SITE TYPICAL OF (14)

___________________3

A402

___________________9

A501

___________________9

A501

TRASH ENCLOSURE(8'-0" x 10'-0")

2'-0" 5'-0" 5'-0" 2'-0" 4'-0" 5'-0" 3'-0"

2'-0"

13'-0

"3'-

0"5'-

0"2'-

0"3'-

0"7'-

0"5'-

0"2'-

0"3'-

0"3'-

0"2'-

0"

3'-0"3'-0" 4'-0"3'-0" 5'-0"3'-0"7'-8"

16'-8" 16'-0" 16'-8" 22'-4" 18'-4" 16'-8" 16'-0" 16'-8" 18'-4" 22'-4" 16'-8" 16'-0" 16'-8"4'-0" 4'-0"

20'-0

"20

'-0"

20'-0

"20

'-0"

10'-0

"10

'-0"

APPROXIMATE EXTENT OF SUB-SLAB ELECTRICAL TRENCH, COORDINATE EXACT LOCATION WITH OWNER/ARCHITECT ON SITE, TYPICAL.

MEZZANINE ABOVE

MEZZANINE ABOVE MEZZANINE ABOVE

SKYLIGHT ABOVE, TYP.

CANOPY ABOVE CANOPY ABOVE

6'-0"

TRASH ENCLOSURE(8'-0" x 10'-0")

PAINTED EXPOSED STEEL COLUMN, TYP.

___________________4

A503

___________________6

A503

4'-6"

7'-6"

8'-4"

7'-6"

4'-6"

2'-2"2'-3" 8'-2"

3'-10

"

3'-10

"

3'-10

"

___________________4

A503

___________________8

A5035-10

3-1

CR

CR

CR

CR

CR

CR CR CR

CRCR

TYP. @COL LINE 1

___________________9

A402TYP. @

COL LINE 6

___________________12

A402

___________________6

A203 ___________________6

A203

(VER

IFY)

7'-0"

(VER

IFY)

36'-6

"

EQ EQ

(VER

IFY)

26'-6

"

(VER

IFY)

18'-0

"

FLOOR QUADDRUPLEX RECEPTACLE OUTLET

SUB-SLAB ELECTRICAL TRENCH

EQ EQ

(VER

IFY)

18'-0

"

(VER

IFY)

16'-6

"

EQ EQ

FLOOR QUADDRUPLEX RECEPTACLE OUTLET

SUB-SLAB ELECTRICAL TRENCH

Sim3

A303_________

Sim3

A303_________

Sim3

A303_________

TYP. @ COL LINES 2, 3, 4 & 5

TYP.

PROVIDE MULTICOMPONENT, NON-SAG, TRAFFIC-GRADE, POLYURETHANE-BASEDJOINT SEALANT IN JOINTS IN INTERIOR CONCRETE FLOORS SUCH AS BUT NOT LIMITEDTO INTERIOR CONTROL JOINTS AND INTERIOR EXPANSION JOINTS, TYPICAL.

CONTRACTOR SHALL CONTACT THE ARCHITECT 2 WEEKS PRIOR TO TRENCH INSTALLATION TO VERIFY TOTAL TRENCH LENGTHS, TRENCH LOCATIONS, AND RECEPTABLE LOCATIONS TO FACILITATE COORDINATION WITH EACH TENANT'S REQUIREMENTS.

1.

2.

FLOOR PLAN GENERAL NOTES:



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

As indicated

A101

FIRST FLOOR PLAN

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A101 1/8" = 1'-0"1 FIRST FLOOR PLAN

N


DN

DN DN

A

B

C

D

E

F

1 1.2 1.8 2

1A301

_________ 1A301

_________

2.6

1A302

_________

2A301

_________3A301

_________

A2011

A2012

A201 3

A2014

3 3.2 3.4 4 4.4 5 5.4 5.6 6

12'-8" 24'-0" 12'-8" 22'-4" 18'-4" 16'-8" 16'-0" 16'-8" 18'-4" 22'-4" 16'-8" 16'-0" 16'-8"

1.4 1.6

A.5

1-201-1

2A302

_________

3A302

_________4A302

_________

5A302

_________

6A302

_________

A2022

A202 3

A2024

A202 1

1A303

_________

A5018

14'-0

"

2A303

_________

3A303

_________ 3A303

_________

GUARDRAIL, SEE DTLS

5-201-1

OPEN TO BELOW

OPEN TO BELOW OPEN TO BELOW

EQUIPMENT PLATFORM

GUARDRAIL, SEE DTLS GUARDRAIL, SEE DTLS

SEE ROOF PLAN

SEE ROOF PLAN

___________________1

A501

___________________9

A501___________________

9A501

SEE SIGNAGE SHEET

SKYLIGHT ABOVE, TYP.

MECHANICAL UNIT, SEE ROOF PLAN TYP.

1-201-1TENANT 1 MEZZANINE


3A

3A

3A

HOLD PARTITIONS TIGHT TO DUCTWORK

± 10

'-6"

± 3'-0"

± 4'-4"

± 21

'-0"


3A

3A

3A

± 4'-4"

± 19

'-6"

3A

3A

3A



RTU-3B

RTU-3C

RTU-5C

RTU-5B

RTU-5A

RTU-3A

RTU-4

RTU-1D

RTU-1A

RTU-2

RTU-1C

RTU-1B

SEE SIGNAGE SHEET

PROVIDE MULTICOMPONENT, NON-SAG, TRAFFIC-GRADE, POLYURETHANE-BASEDJOINT SEALANT IN JOINTS IN INTERIOR CONCRETE FLOORS SUCH AS BUT NOT LIMITEDTO INTERIOR CONTROL JOINTS AND INTERIOR EXPANSION JOINTS, TYPICAL.

CONTRACTOR SHALL CONTACT THE ARCHITECT 2 WEEKS PRIOR TO TRENCH INSTALLATION TO VERIFY TOTAL TRENCH LENGTHS, TRENCH LOCATIONS, AND RECEPTABLE LOCATIONS TO FACILITATE COORDINATION WITH EACH TENANT'S REQUIREMENTS.

1.

2.

FLOOR PLAN GENERAL NOTES:



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

As indicated

A102

SECOND FLOOR PLAN

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A102 1/8" = 1'-0"1 SECOND FLOOR PLAN

N


A

B

C

D

E

F

1 1.2 1.8 2

1A301

_________ 1A301

_________

2.6

1A302

_________

2A301

_________

2A301

_________

3A301

_________

3A301

_________

A2011

A2012

A201 3

A20143 3.2 3.4 4 4.4 5 5.4 5.6 61.4 1.6

A.5

2A302

_________

3A302

_________4A302

_________

5A302

_________

6A302

_________

3A411

_________

A2022

A202 3

A2024

A202 1

1A303

_________

2A303

_________

3A303

_________

ROOF ASSEMBLY 1 ROOF ASSEMBLY 1 ROOF ASSEMBLY 1

ROOF ASSEMBLY 2

ROOF ASSEMBLY 2

ROOF ASSEMBLY 3

3'-8"

4A411

_________

2'-0"

EQUIPMENT PLATFORM

W01 W01

W01 W01

W01 W01

W01 W01

W01 W01

W01 W01

W01 W01

W01 W01

W01 W01

SKYLIGHT, TYP.

1'-0"

6" X 6" WIND RESISTANT GUTTER

4" X 4" DOWNSPOUT

4" X 4" DOWNSPOUT

METAL STAIR

GUARDRAIL

5A411

_________






4" X 4" DOWNSPOUT

4" X 4" DOWNSPOUT TO SPLASH PAD

2" DIA. DOWNSPOUT(CANOPY)


4" X 4" DOWNSPOUT

4" X 4" DOWNSPOUT TO

SPLASH PAD



4" X 4" DOWNSPOUT

4" X 4" DOWNSPOUT TO SPLASH PAD

4" X 4" DOWNSPOUT

4" X 4" DOWNSPOUT TO

SPLASH PAD

4" X 4" DOWNSPOUT

4" X 4" DOWNSPOUT

ROOF SLOPE

ROOF CRICKET, TYP.

1'-4"

1'-4"

ROOF SLOPE

ROOF CRICKET, TYP.

ROOF DRAIN, TYP. ROOF DRAIN, TYP.

WALKWAY PAD

5'-0"

10'-0

"10

'-0"

10'-0

"10

'-0"

10'-0

"10

'-0"

2'-0" 12'-0" 2'-0"

WALKWAY PAD

5'-0"

8'-0"

CANOPY ROOF CANOPY ROOF

1'-4"

1'-4"

OVERFLOW SCUPPER

9A411

_________OVERFLOW SCUPPER

OVERFLOWSCUPPER

OVERFLOWSCUPPER

OVERFLOW SCUPPER

OVERFLOW SCUPPER

OVERFLOWSCUPPER

9A411

_________

9'-10" 5'-10"

9'-10" 5'-10" 5'-10" 9'-10"

5'-10" 9'-10"

EQEQ

RTU-3B

RTU-3C

RTU-5C

RTU-5B

RTU-5A

RTU-4

RTU-1D

RTU-1A

RTU-2

RTU-1C

RTU-1B



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/8" = 1'-0"

A103

ROOF PLAN

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A103 1/8" = 1'-0"1 ROOF PLAN

N


UP

UP UP

A

B

C

D

E

F

1 1.2 1.8 2

A2011

A2012

2.6 3 3.2 3.4 4 4.4 5 5.4 5.6 6

1-100AVESTIBULE

1-100LOBBY

1-101OPEN OFFICE AREA

1-121CONFERENCE

1-106OFFICE

1-107OFFICE

1-108OFFICE

1-109OFFICE

1-110OFFICE

1-111OFFICE

1-112OFFICE

1-113OFFICE

1-114ASTORAGE

1-118OFFICE

1-119OFFICE

1-102WOMENS

1-103MENS

LOADING AREA

1-105OFFICE

1-120OFFICE

1-117OFFICE

1-116IT CLOSET

1-115KITCHEN

A201 3

A20141.4 1.6

1-114SHIPPING

A.5

1-114-1


1-101ALOUNGE

1-100-1

1-11

6-1

2-104CORRIDOR


3-103MENS

3-102WOMENS

2-102WC

2-103WC

2-101TENANT #2

3-101TENANT #3

4-101TENANT #4

5-107ACORR.

4-105MECHANICAL CLOSET 4-104

CORRIDOR

5-105SHOWROOM

5-106SHOWROOM

5-101D-TECH

5-107OFFICES

5-108VESTIBULE

2-106J.C.

1-104J.C.

3-104J.C.

4-102WC

4-103WC 5-102

WOMENS

5-103MENS

5-104J.C.

4-106J.C.

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A1B1B

1B1B

1B

1B

1B

1B1E 1E

1B

1B

1B1B

1B1A

1A

1B

1B

A7023

A702 4

A7016

A7022

A7011

A7012

1-111-1

1-110-1

1-109-1

1-108-1

1-107-1

1-105-1

1-117-1

1-118-1

1-119-1

1-120-1

1-113-11-112-1

1-106-1

A605 1

___________________1

A503

A605

3 5-10

8-1

5-10

7A-1

5-10

7A-2

5-10

5-1

5-10

6-1

(TRASH ENCLOSURE)

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

7'-9"

11'-1

0"

ALIG

N

3'-0"

15'-0" 13'-5" V.I.F.

6'-2"

2'-5" 4'-0"

12'-0

"

7'-0"

12'-7"

7'-11

"9'-

7 1/

4"9'-

7 1/

4"11

'-7 1

/2"

8'-1"

135.0°

ALIG

N

8'-6 3/4"

12'-7"

5'-1"

OUTLINE OF MEZZANINE ABOVE

___________________3

A511

___________________1

A511

___________________1

A501

___________________9

A501___________________

9A501

2'-4"

(TRASH ENCLOSURE)

___________________4

A503

___________________4

A503

___________________6

A503

___________________8

A503

2

1-12

1-1

CR CR

CR

CR

CR

CR

CR

CR

CR

CR

A7014

2B

TYP. 4'-5 7/8"

4 5/

8"4

5/8"

5'-11"5'-4"



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/8" = 1'-0"

A111

FIRST FLOOR TENANTFITOUT

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A111 1/8" = 1'-0"1 FIRST FLOOR TENANT FITOUT PLAN

N


DN

UP

DN DN

A

B

C

D

E

F

1 1.2 1.8 2 2.6 3 3.2 3.4 4 4.4 5 5.4 5.6 61.4 1.6

1-201MEZZANINE

1-202FABRICATION

1-203FABRICATION

1-204STAGING

A.5

1-20

2-1

1-20

4-1

WALLS BELOW

SKYLIGHT ABOVE

5-204OFFICE

5-203OFFICE

5-202OFFICE

5-201MEZZANINE

3-201TENANT #3 MEZZANINE

EQUIPMENT PLATFORM

1C1C

1C

1C

1C 1C

A7013

5-20

3-1

5-204-1 5-202-1

6A801

_________

OPEN TO BELOW

OPEN TO BELOW OPEN TO BELOW

15'-11"15'-11" 16'-0" MIN.

20'-1

1/4

"

20'-3

"

WALKWAY PAD

EXHAUST HOOD

WALKWAY PAD

A7021

3A801

_________

2

6'-4"

1-20

3-1

8'-0"

A7015

2A

CENTER WALL ON COL LINE

EQ EQ

4 1/

2"



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/8" = 1'-0"

A112

SECOND FLOOR TENANTFITOUT

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A112 1/8" = 1'-0"1 SECOND FLOOR TENANT FITOUT PLAN

N


A

B

C

D

E

F

1 1.2 1.8 2 2.6 3 3.2 3.4 4 4.4 5 5.4 5.6 61.4 1.6

A.5

EQEQ

EQ EQLA-01

LA-01

LA-01

LA-01

LA-01

LA-01

LA-01

LA-01

LA-01

UNISTUT FRAMING SPANNING WALL-TO-WALL (COORD. LOCATIONS W/ LIGHT FIXTURE)

PENDANT LIGHT SUSPENDED FROM UNISTRUT

EQ

10'-0

"5'-

0"

EQ

LA-03 LA-03

LA-03LA-03

LA-03 LA-03

LA-03LA-03

10'-0

"10

'-0"

LA-03

LA-03

EQEQ

1-100AVESTIBULE

1-100LOBBY


1-121CONFERENCE

1-106OFFICE

1-107OFFICE

1-108OFFICE

1-109OFFICE

1-110OFFICE

1-111OFFICE

1-112OFFICE

1-113OFFICE

1-114ASTORAGE

1-118OFFICE

1-119OFFICE

1-102WOMENS

1-103MENS

1-105OFFICE

1-120OFFICE

1-117OFFICE

1-116IT CLOSET

1-115KITCHEN

LA-05

EQ EQ

EQ EQ

4'-0"

8'-0"

EQ EQ

EQ EQ

LA-01

LA-01 LA-01

LA-01

9'-7"

3'-5 3/4"3'-6 1/4"

LA-05

LA-05

LA-05

LA-05

4'-8"

8'-8"

8'-0" 8'-0"

LA-04

LA-04 LA-04

LA-06

LA-06

LA-06LA-06

EQEQ

LE-01

LE-01

LE-01

LE-01

LE-01

LE-01

LE-01

LE-01

LE-01

LE-01

SITE LIGHT, TYP.

LE-01.1 LE-01.1 LE-01.1 LE-01.1

EQEQ

7'-6"

LE-02 LE-02 LE-02 LE-02 LE-02

CANOPY LIGHTS, TYP.

10'-6" 10'-6"

LA-01

LA-01

LA-01

LA-01

LA-01

LA-01

LA-01

LA-01

LA-01 LA-01

LA-01

LA-01

LA-01

LA-01

LA-06 LA-06

LA-06

LA-06

LA-06

LA-08

2'-8" 5'-4" 8'-0" 8'-0" 8'-0"

8'-0"

LA-02

LA-01 LA-01 LA-01 LA-01 LA-01

10'-0

"

8'-0" 2'-8" 2'-8" 8'-0"

LA-01 LA-01 LA-01 LA-01

LE-03

LE-03

LE-03

LA-01LA-01 LA-01 LA-01

8'-0" 8'-0" 8'-0" 8'-0"

LA-01

LA-01 LA-01 LA-01 LA-03.1LA-01

LA-06

LA-06 LA-06

LA-06

4'-8" 6'-0 1/4"(GWB)

C.H.9'-8"

(GWB)C.H.8'-0" 4'-

0"3'-

9"

LA-01

(GWB)C.H.8'-0"

(GWB)C.H.8'-0"

(2X2 ACT)C.H.8'-0"

(GWB)C.H.8'-0"

(2X2 ACT)C.H.7'-11"

(2X2 ACT)C.H.7'-6"

(2X2 ACT)C.H.7'-6"

(2X2 ACT)C.H.8'-0"

(2X2 ACT)C.H.8'-0"

(2X2 ACT)C.H.8'-0"

(2X2 ACT)C.H.8'-0"

EXPOSED STRUCTURE

EXPOSED STRUCTURE

(GWB)C.H.8'-0"

LA-05LA-08

8'-0" 8'-0" 8'-0" 8'-0"

10'-0

"10

'-0"

20'-0

"

8'-0" 8'-0" 8'-0" 8'-0"

10'-0

"10

'-0"

20'-0

"

LA-03.1 LA-03.1 LA-03.1

LA-03.1LA-03.1LA-03.1

LA-03.1 LA-03.1 LA-03.1 LA-03.1 LA-03.1 LA-03.1

LA-03.1LA-03.1LA-03.1

LA-03.1 LA-03.1 LA-03.1

1-114SHIPPING

1-101ALOUNGE

2-102WC

2-103WC

2-104CORRIDOR


3-103MENS

3-102WOMENS

3-101TENANT #3


4-102WC

4-103WC

4-104CORRIDOR

5-103MENS

5-102WOMENS

4-101TENANT #4

5-107ACORR.

2-101TENANT #2

B.O. FIXTURE @ 8'-0" AFF, TYP.




9'-0" B.O. FIXTURE AFF, TYP.

9'-0" B.O. FIXTURE AFF, TYP.




LA-01

LA-01

LA-01

LA-01

LA-01 LA-01

LA-01

LA-01

LA-01

LA-01


LA-01 LA-01

10'-6" 10'-6"

LA-09LA-09

LA-06LA-06

LA-06

LA-06

LA-06

LA-06

LA-08

LA-06

LA-06

(2X2 ACT)C.H.8'-0"

(2X2 ACT)C.H.8'-0"

(2X2 ACT)C.H.8'-0"

(2X2 ACT)C.H.7'-6"

(2X2 ACT)C.H.7'-6"

(2X2 ACT)C.H.8'-0"

EXPOSED STRUCTURE

EXPOSED STRUCTURE

EXPOSED STRUCTURE

(2X2 ACT)C.H.8'-0"

EXPOSED STRUCTURE

EXPOSED STRUCTURE

EXPOSED STRUCTURE

3'-11

1/2

"

7'-6"

LE-02 LE-02 LE-02 LE-02 LE-02

CANOPY LIGHTS, TYP.

SITE LIGHT, TYP. LE-01.1 LE-01.1 LE-01.1 LE-01.1SITE LIGHT, TYP. LE-01.1 LE-01.1 LE-01.1 LE-01.1SITE LIGHT, TYP.

LE-03

LE-03

LE-01

LE-01

LE-01

LE-01

LE-01

LE-01

LE-01

LE-01

LE-01

LE-01

10'-8"

LINEAR LIGHT - SEE CANOPY DETAILS

LL-01

LINEAR LIGHT - SEE CANOPY DETAILS

LL-01

EM-01

EM-01 EM-01

LA-05

LA-09LA-09

C.H.9'-3 13/16"

LA-05

LA-08

LA-08

EX-0

2

EX-02

EX-0

2

EX-0

1

EX-01

EX-01

EX-0

1

EX-01

EX-0

2

EX-02

EX-01 EX-01

EX-01

EX-01

EX-01

EX-0

1

LA-07

LA-07 LA-07

LA-07LA-07

LA-07

LA-07

LA-07LA-07

LA-07 LA-07

LA-07LA-07LA-07

LA-07 LA-07

LA-07 LA-07LA-07

LA-07LA-07

LA-07

LA-05

(GWB)C.H.8'-0"

EQEQ

EQ EQ

(GWB)C.H.7'-0"

(GWB)C.H.7'-0"

(GWB)C.H.7'-6"

(GWB)C.H.7'-6"

(GWB)C.H.7'-6"

(GWB)C.H.7'-6"

(GWB)C.H.7'-6"

(GWB)C.H.7'-6"

MECH. DIFFUSER, TYP.

MECH. DIFFUSER, TYP.



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/8" = 1'-0"

A121

FIRST FLOOR REFLECTEDCEILING PLAN

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A121 1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN

TAG TYPE MANUFACTURER PART COLOR WATTS VOLTS LAMP REMARKS

EM-01 LED OUTDOOR EGRESS EMERGENCY LIGHT MULE LIGHTING, INC. EAE-BB-10-A-T ALUM. 10 120 LEDEX-01 EXIT SIGN WITH EMERGENCY LIGHT WALL MOUNTED MULE LIGHTING, INC. AL-1-R-WW WHITE 3.9 120 LEDEX-01.1 EXIT SIGN WITH EMERGENCY LIGHT CEILING MOUNTED MULE LIGHTING INC. AL-1-R-WW WHITE 3.9 120 LEDEX-02 EXIT SIGN WITH EMERGENCY LIGHT AND DUAL REMOTE HEADS MULE LIGHTING INC. AL-U-R-WW-REM WHITE 3.9 120 LED RLEDC-2-WP REMOTE HEADSLA-01 LINEAR PENDANT - 8'-0" LITHONIA LIGHTING TZL1N-L96-6000LM-FST-120-30K-80-CS93W-MB BLACK 48 120 3000K LED ZACVH AIRCRAFT CABLE MOUNTING, PENDANT SYSTEMS "J BOX" W/ "MGR-1-40-20" AND

"NON-FEED J-BOX MOUNT BE"LA-02 LINEAR PENDANT - 4'-0" LITHONIA LIGHTING ZL1N-L48-3000LM-FST-120-30K-80-CS93W-MB BLACK 25 120 3000K LED ZACVH AIRCRAFT CABLE MOUNTING, PENDANT SYSTEMS "J BOX" W/ "MGR-1-40-20" AND

"NON-FEED J-BOX MOUNT BE"LA-03 PENDANT DELRAY LIGHTING INC. IL7304-W30-1-STANDARD DIMMING - 42 120 3000K LED AIRCRAFT CABLE MOUNTINGLA-03.1 PENDANT DELRAY LIGHTING INC. IL7306-W30-1-STANDARD DIMMING - 84 120 3000K LED AIRCRAFT CABLE MOUNTINGLA-04 TRACK LIGHTING WAC LIGHTING MO-1035-F-830-BK/BK BLACK 35 120 3000K LED 4 PER TYPE MARK; TRACK: WAC LIGHTING H TRACKLA-05 SURFACE-MTD CEILING LIGHT WAC LIGHTING FM-11RN-930-WT WHITE 20 120 3000K LEDLA-06 2X2 LED TROFFER COLUMBIA LIGHTING LJT-22-30-ML-G-FA-A12125 WHITE 18 120 LEDLA-07 WALL SCONCE BARN LIGHT USA BLE-W-CGG-100-NA-CGG-100-RIB-NA-LED16.8-3000K BLACK 16 120 3000K LEDLA-08 WALL-MOUNT LED LIGHT (J.C.) LITHONIA LIGHTING WL2-08L-EZ1-LP830 WHITE 7.5 120 3000K LEDLA-09 INDUSTRIAL CEILING-MOUNTED LINEAR LITHONIA LIGHTING FEM-L48-8000LM-LPPCL-MD-120-GZ10-3000K-80CRI WHITE 23 120 3000K LEDLE-01 EXTERIOR ADJUSTABLE FLOOD LIGHT (MEDIUM SPOT) LITHONIA LIGHTING DSXF1 LED-P1-30K-MSP-120-IS-DBLXD / DSXF1UBV DDBXD U

(VISOR)BLACK 21 120 3000K LED PROVIDE 6" DIA. X 24" CONCRETE MOUNT @ EACH FIXTURE

LE-01.1 EXTERIOR ADJUSTABLE FLOOD LIGHT (NARROW SPOT) LITHONIA LIGHTING DSXF1 LED-P1-30K-NSP-120-IS-DBLXD / DSXF1UBV DDBXD U(VISOR)

BLACK 21 120 3000K LED

LE-02 EXTERIOR RECESSED DOWNLIGHT WAC LIGHTING R4RD1T-F-830-BK / R4RNT-25 (HOUSING) BLACK 25 120 3000K LEDLE-03 LED WALL LIGHT LITHONIA LIGHTING KAXWLED-P1-30K-R3-120-DBLXD BLACK 29 120 3000K LEDLL-01 LED STRIP LIGHT LUMINII LL30WET-31K-SL-NC / PSV-96-24-U2ND-D (POWER SUPPLY) /

SLW15 (CHANNEL MOUNTING)ALUM. 2.5/FT 24 3100K LED 40'-0" LENGTH, MOUNT POWER SUPPLY @ INTERIOR CEILING

LIGHT FIXTURE

PRODUCTS INDICATED ARE THE BASIS OF DESIGN. SUBJECT TO COMPLIANCE WITH THE REQUIREMENTS, PROVIDE SPECIFIED PRODUCTS OR APPROVED EQUAL.

N


A

B

C

D

E

F

1 1.2 1.8 2 2.6 3 3.2 3.4 4 4.4 5 5.4 5.6 61.4 1.6

A.5

10'-0

"5'-

0"

EQEQ

12'-0"12'-0"

LA-03

LA-03

LA-03

LA-03 LA-03

LA-03

LA-03

LA-03

EQ EQ

6'-0"

6'-0"

LA-02

LA-01 LA-01

LA-02

LA-01

LA-01

SKYLIGHT, TYP.

ROOF PURLIN, TYP.

GLULAM BEAM, TYP.

LA-03.1

LA-03.1

LA-03.1

LA-03.1

LA-03.1

LA-03.1

LA-03.1 LA-03.1 LA-03.1

10'-0

"8'-0" 8'-0" 8'-0" 8'-0"

10'-0

"8'-0" 8'-0" 8'-0" 8'-0"

SEE FIRST FLOOR RCP SEE FIRST FLOOR RCP

SEE FIRST FLOOR RCP

1-202FABRICATION

1-203FABRICATION

1-204STAGING

1-201MEZZANINE



B.O. FIXTURE @ 8'-0" AFF, TYP. B.O. FIXTURE @ 8'-0"

AFF, TYP.

LE-03EX-01.1

EX-01.1EX-01.1

LA-01

LA-01

LA-01

LA-01

LA-01

LA-01



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/8" = 1'-0"

A122

SECOND FLOORREFLECTED CEILING PLAN

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A122 1/8" = 1'-0"1 SECOND FLOOR REFLECTED CEILING PLAN

N


1ST FLOOR0"

2ND FLOOR11'-8"

1 1.2 1.8 2 2.6

2A301

_________3A301

_________

3 3.2 3.4 4 4.4 5 5.4 5.6 61.4 1.6

2A302

_________ 3A302

_________4A302

_________ 1A303

_________

___________________4

A203

___________________3

A203

SKYLIGHT, SEE ROOF PLAN, TYP.

EXTERIOR WALLASSEMBLY 3

EXTRIOR WALLASSEMBLY 2



12'-8" 4'-0" 16'-0" 4'-0" 12'-8" 22'-4" 18'-4" 16'-8" 16'-0" 16'-8" 18'-4" 22'-4" 16'-8" 16'-0" 16'-8"

5 3/4"5 3/4"5 3/4"5 3/4"

ALUMINUMSTOREFRONTSYSTEM


2-101-1 4-101-1

EXTERIOR WALLASSEMBLY 4B

EXTERIOR WALL ASSEMBLY 4A





CONTINIOUS RADIUS ALUMINUM COPING

CONTINIOUS RADIUS ALUMINUM CURTAINWALL

5 3/4"5 3/4"

SEE SIGNAGE SHEET (TYP. OF 3)


SIGN SIGN SIGN SIGN

OVERFLOW SCUPPER, TYP.

OVERFLOW SCUPPER, TYP.

ALUM. CURTAINWALL SYSTEM



___________________3

A404

___________________5

A404

___________________7

A404

TYP.



1ST FLOOR0"

2ND FLOOR11'-8"

A B C D E F

1A301

_________ 1A302

_________

A.5


1'-3 1/2" 10'-0" 10'-0" 20'-0" 20'-0" 20'-0" 20'-0"


WP-3

WP-1

WP-2

1ST FLOOR0"

2ND FLOOR11'-8"

11.21.822.6

2A301

_________

3A301

_________

33.23.444.455.45.66 1.41.6

6A302

_________ 2A303

_________

W03W03W03W03

W02 W02 W02

W03 W03

W02

W03 W03 W03

W02 W02

W03 W03

W02

W03

W02 W02W02

W03W03

W02 W02 W02 W02

W03W03

2-104-22-105-14-104-2 4-105-1

TRASH ENCLOSURE - SEE DETAIL ELEVATIONS







APPROXIMATE LOCATION OF ELEC. DISTRIBUTION PANEL (SIZE TO BE CONFIRMED) - INSTALL 3/4" PLYWOOD OVER NAILERS BETWEEN STUDS; SEE MEP & CIVL FOR DETAILS

16'-8" 16'-0" 16'-8" 22'-4" 18'-4" 16'-8" 16'-0" 16'-8" 18'-4" 22'-4" 12'-8" 4'-0" 16'-0" 4'-0" 12'-8"

5 3/4"

5A411

_________

5 3/4"5 3/4"5 3/4"5 3/4"5 3/4"

APPROXIMATE LOCATION OF GAS METER BANK, SEE MEP & CIVL FOR DETAILS

OVERFLOWSCUPPER, TYP.

OVERFLOWSCUPPER, TYP.

TRASH ENCLOSURE -SEE DETAIL ELEVATIONS

EXHAUST VENT

EXHAUST VENT

GUARDRAIL

CR CR

WP-3

WP-2

WP-1

1ST FLOOR0"

2ND FLOOR11'-8"

ABCDEF

1A301

_________

WP-1

WP-3

A.5

5A302

_________

3A402

_________

2A402

_________

___________________1

A203

3A411

_________

WP-2

W03

W02 W02 W02

W03 W03

W02 W02

W03

W02

W03 W03W03

W02 W02W02

W03W03

W02 W02 W02

W03 W03



20'-0" 20'-0" 20'-0" 20'-0" 10'-0" 10'-0" 1'-3 1/2"

4" X 4" DOWNSPOUT 4" X 4" DOWNSPOUT

6" X 6" GUTTER



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/8" = 1'-0"

A201

BUILDING ELEVATIONS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A201 1/8" = 1'-0"1 EAST BUILDING ELEVATION

A201 1/8" = 1'-0"2 NORTH BUILDING ELEVATION

A201 1/8" = 1'-0"4 WEST BUILDING ELEVATION

A201 1/8" = 1'-0"3 SOUTH BUILDING ELEVATION


1ST FLOOR0"

2ND FLOOR11'-8"

A B C D E F1

A301_________

A.5

___________________3

A302

3A411

_________

1-101-2

3A303

_________

1-101-1

1-201-1


ROOFTOP HVACE EQUIPMENT, TYP. - SEE MEP FOR DETAILS


WP-2

WP-1

WP-3

WP-310A411

_________7A411

_________

TRASH ENCLOSURE -SEE DETAIL ELEVATIONS

ROOF ASSEMBLY 1 GUTTER & DOWNSPOUT, TYP.

EXTERIOR WALLASSEMBLY 1EXTERIOR WALLASSEMBLY 3

EXHAUST VENTS -SEE MECH.

1ST FLOOR0"

2ND FLOOR11'-8"

A B C D E F1

A301_________

A.5


ROOFTOP HVACE EQUIPMENT, TYP. -SEE MEP FOR DETAILS

Sim3

A303_________

WP-2

WP-3EXTERIOR WALLASSEMBLY 1

7A411

_________

TRASH ENCLOSURE - SEE DETAIL ELEVATIONS

ROOF ASSEMBLY 1GUTTER & DOWNSPOUT, TYP.

WP-1

WP-3

1ST FLOOR0"

2ND FLOOR11'-8"

ABCDEF1

A301_________

A.5

3-101-33-101-2 3-101-1


Sim3

A303_________

WP-3EXTERIOR WALLASSEMBLY 1

WP-2

WP-1

WP-37

A411_________

ROOF ASSEMBLY 1GUTTER & DOWNSPOUT, TYP.

___________________5

A411 EXTERIOR WALLASSEMBLY 1


2'-0"

1ST FLOOR0"

2ND FLOOR11'-8"

ABCDEF1

A301_________

A.5

5-101-35-101-2 5-101-1

5-201-1

ROOFTOP HVACE EQUIPMENT, TYP. - SEE MEP FOR DETAILS

Sim3

A303_________


WP-2

WP-1


WP-3

WP-37

A411_________

ROOF ASSEMBLY 1 GUTTER & DOWNSPOUT, TYP.

EXTERIOR WALLASSEMBLY 1EXTERIOR WALLASSEMBLY 3

2'-0"



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/8" = 1'-0"

A202

BUILDING ELEVATIONS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A202 1/8" = 1'-0"2 BUILDING ELEV. - HANGER 1 - NORTH

A202 1/8" = 1'-0"4 BUILDING ELEV. - HANGER 2 - NORTH

A202 1/8" = 1'-0"3 BUILDING ELEV. - HANGER 2 - SOUTH

A202 1/8" = 1'-0"1 BUILDING ELEV. - HANGER 3 - SOUTH


1ST FLOOR0"

2ND FLOOR11'-8"

13A401

_________

14A401

_________

6A402

_________

5A402

_________

1/2"

PANE

L

3'-11

1/2

"1/

2"

PANE

L

3'-11

1/2

"1/

2"

5 3/

4"1'-

0"1'-

0"1'-

0"5

3/4"

1'-0"

1'-0"

1'-0"

5 3/

4"

6'-5"

1/2"

1/2"

1'-6

1/2"

1'-0"

1/2"

PANE

L

7'-6

1/2"

1/2"

1'-6

1/2"

11A401

_________

7A402

_________

12A401

_________

1A401

_________

TYP.

1'-0"

5 3/

4"3/

4"3/

4"

3/4" TYP.

5 3/

4"

NOM. 1X4 PT WD FURRING, 24" O.C., TYP.2'-0" 2'-0" 2'-0"

MASONRY BASE

FIBER CEMENT PANEL, TYP.

1/2" VERTICAL REVEAL @ 2'-0" O.C.

STOREFRONT WINDOW

5 1/

4"1'-

0"

STOREFRONT WINDOW

3A401

_________

W03

W02

POWDER-COATED SHEET METAL

6" X 6" GUTTER

FIBER CEMENT PANEL W/ 1/2" VERTICAL JT. @ 8' O.C.

TYP.3/4"

1/2" HORIZONTAL JT.

FIBER CEMENT PANEL, TYP.

EXPOSED FASTENER, TYP.

1'-6"

METAL SILL FLASHING/COPING

1/2" HORIZONTAL JT.

IGU-2, TYP.

IGU-2TYP.

IGU-2TYP.

1ST FLOOR0"

2ND FLOOR11'-8"

1 1.2 1.8 21.4 1.6

2A302

_________

3A402

_________

2A402

_________

1A402

_________

1'-6"

5A401

_________ 8A401

_________ @ TENANT 3 & 5

6A401

_________

4A401

_________

3A402

_________

2A402

_________

STEEL BEAM BEYOND (SEE STRUCT.)

STEEL TIE-RODS BEYOND (SEE STRUCT.)

2 1/2" WIDE MULLION

5" WIDE MULLION

Sim1

A303_________ @ TENANT

3 & 5

IGU-3

SEE SIGNAGE SHEET

CONTINIOUS RADIUS ALUMINUM COPING

CONTINIOUS RADIUS HEADER

12'-8"4'-0"16'-0"4'-0"12'-8"

11'-8

"

2'-0"

8'-2"

± 6'-

9 1/

4"

2'-8"

4"4"15'-4" 15'-4" 15'-4"

± 12

'-6"


EXTERIOR WALLASSEMBLY 4A

ACM PANEL JT., TYP.

3'-3"

3'-4"

3'-3"

3'-4

1/4"

3'-3"

___________________1

A404

TYP.

1ST FLOOR0"

4.4

22'-4"

9'-2"

9'-8"



8"3'-

8"3'-

10"

4-101-1

Sim3

A302_________

9'-8" 3'-0" 9'-8"

7'-0"

7A401

_________

IGU-1

4A402

_________

11A402

_________

3'-3" 3'-2" 3'-3" 3'-3"3'-2"3'-3"

8'-2"

CARD READER - MT. TO MULLION W/ CONCEALED WIRING

TYP.

10'-0"

6'-0" GATE

STEEL TUBE POSTS W/ CONCRETE FOUNDATION

GALVANIZED STEEL FIXED LOUVER INFILL PANEL

DOUBLE SWING GATE W/ PADLOCK

FRONT ELEVATION

EQ EQ

6'-0"

4"

10'-0

"

8'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

A2032

A2035

A2032

STEEL TUBE POSTS W/ CONCRETE FOUNDATION

4 1/2" DIA. X 42" HIGH CONCRETE-FILLED STEEL SAFETY BOLLARD W/ BASE PLATE AND DOMED TOP (BASIS-OF-DESIGN: ULINE H-2119F); BOLT TO SLAB PER MFR'S INSTRUCTIONS

DOUB

LE S

WI N

G G

ATE

W/ P

ADLO

CK

6'-0"

6"

8'-0"

SIDE ELEVATION

EQ EQALL DIMENSIONS AND RELATIONSHIPS MUST BE VERIFIED BY CONTRACTOR.

THE ARCHITECT IS TO BE NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE CONSTRUCTION. DO NOT SCALE FROM DRAWINGS.

SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

As indicated

A203

BUILDING ELEVATIONS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A203 3/4" = 1'-0"1 DETAIL ELEVATION @ FIBER CEMENT PANEL WALL

A203 1/4" = 1'-0"4 DETAIL ELEVATION @ CURTAINWALL

A203 3/8" = 1'-0"3 ENTRY STOREFRONT

A203 1/2" = 1'-0"5 DETAIL ELEVATION @ TRASH ENCLOSURE - FRONT


A203 1/2" = 1'-0"6 DETAIL PLAN @ TRASH ENCLOSURE

A203 1/2" = 1'-0"2 DETAIL ELEVATION @ TRASH ENCLOSURE - SIDE

1ST FLOOR0"

2ND FLOOR11'-8"

1 1.2 1.8 2 2.6

2A301

_________3A301

_________

3 3.2 3.4 4 4.4 5 5.4 5.6 61.4 1.6

5A501

_________

2-102-1 2-103-1 2-104-1 2-106-1 4-102-1 4-103-1 4-104-1 4-106-15-101

TENANT #54-101

TENANT #43-101

TENANT #32-101

TENANT #21-101

TENANT #1

SKYLIGHT

ROOF ASSEMBLY 2

ROOF ASSEMBLY 1

ROOF ASSEMBLY 3

ROOF ASSEMBLY 1

ROOF ASSEMBLY 2

ROOF ASSEMBLY 1

GUARDRAIL GUARDRAIL GUARDRAIL

___________________3

A411

TIE RODTIE ROD TIE ROD

1ST FLOOR0"

2ND FLOOR11'-8"

A B C D E F

1A301

_________

A.5

5-101TENANT #5

5-201-1

5-104-1 5-101-25-101-3

___________________1

A303___________________

2A303

SIM./OPH

16'-8

"

8'-0"

A B C D E F

1A301

_________

A.5

3A411

_________ 3A303

_________

1-101-1 1-101-2

2-101TENANT #2

1-201-1

2-101TENANT #2

SKYLIGHT, TYP. -SEE ROOF PLAN ROOF ASSEMBLY 1

TRASH ENCLOSURE



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/8" = 1'-0"

A301

BUILDING SECTIONS

1729.rvtJCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A301 1/8" = 1'-0"1 BUILDING SECTION




1ST FLOOR0"

2ND FLOOR11'-8"

6

___________________3

A401

MASONRY BASE


___________________14

A401SIM.

ROOF ASSEMBLY 1

F.O. STUD4 1/2"

___________________1

A401

1ST FLOOR0"

2ND FLOOR11'-8"

A

___________________4

A401

___________________5

A401

___________________6

A401

MASONRY BASE

CURTAIN WALLSYSTEM

2'-0"

8'-2"

1'-6"



CURTAIN WALLSYSTEM

ROOF ASSEMBLY 1

1'-0 1/4"

___________________2

A404

1ST FLOOR0"

2ND FLOOR11'-8"

A.5___________________

11A402

___________________7

A401



F.O. STUD1'-1 1/4"

ROOF ASSEMBLY 2

CANOPY ROOF

1'-1 3/4"

LL-01 LIGHT FIXTURE -COORD. LOCATION W/ ARCHITECT

1ST FLOOR0"

2ND FLOOR11'-8"

A.5

___________________11

A402SIM.

___________________10

A401

___________________10

A402



F.O. STUD1'-1 1/4"

CANOPY ROOF ROOF ASSEMBLY 28'-

2"

1ST FLOOR0"

2ND FLOOR11'-8"

1

___________________1

A401

___________________12

A401

___________________11

A401

WDW6'-5"

11'-8

"

___________________3

A401 OPHW

03


MASONRY BASE

F.O. STUD4 1/2"

ROOF ASSEMBLY 1

1ST FLOOR0"

2ND FLOOR11'-8"

E

___________________11

A402SIM. (NO CANOPY)


___________________1

A401

MASONRY BASE

F.O. STUD1'-1 1/4"

ROOF ASSEMBLY 2



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/2" = 1'-0"

A302

WALL SECTIONS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A302 1/2" = 1'-0"1 WALL SECTION

A302 1/2" = 1'-0"2 WALL SECTION

A302 1/2" = 1'-0"3 WALL SECTION

A302 1/2" = 1'-0"4 WALL SECTION

A302 1/2" = 1'-0"5 WALL SECTION

A302 1/2" = 1'-0"6 WALL SECTION


1ST FLOOR0"

2ND FLOOR11'-8"

A

___________________4

A401

___________________8

A401

___________________6

A401

CURTAIN WALLSYSTEM

CURTAIN WALLSYSTEM

MASONRY BASE



ROOF ASSEMBLY 1

F.O. CW1'-0 1/4"

1ST FLOOR0"

2ND FLOOR11'-8"

F

___________________15

A401



W03

___________________12

A401

___________________1

A401

___________________2

A401

MASONRY BASE

WDW6'-5"

F.O. STUD1'-0"

ROOF ASSEMBLY 1

1ST FLOOR0"

2ND FLOOR11'-8"

2

___________________8

A402

___________________3

A401

2B


___________________7

A411

EXTEND ROOF MEMBRANE UP WALL PER ELEVATIONS

F.O. STUD4 1/2"

ROOF ASSEMBLY 1

1-101TENANT #1

2-101TENANT #2

GWB EXPANSION JT., TYP. SEE DETAIL

ACOUSTICALLY SEAL PARTITION TO SLAB

___________________6

A601



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/2" = 1'-0"

A303

WALL SECTIONS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A303 1/2" = 1'-0"1 WALL SECTION

A303 1/2" = 1'-0"2 WALL SECTION



roof ASSEMBLY 1DESCRIPTION: TPO OVER COVERBOARD OVER

RIGID INSULATION OVER WOOD DECKING (CURVED ASSEMBLY)

FIRE RATING: N/ASOUND RATING: N/AR-VALUE: R-30 MIN.

TPO MEMBRANE ROOF (FULLY ADHERED)

roof ASSEMBLY 2DESCRIPTION: TPO ROOFING MEMBRANE

OVER GYPSUM ROOF BOARDOVER RIGID INSULATIONOVER T&G WOOD DECKING


TPO MEMBRANE ROOF(FULLY ADHERED)

1/2" GYPSUM ROOF BOARD

RIGID INSULATION

T&G WOOD STRUCTURAL DECKING, EXPOSED.SEE STRUCT. DWGS

roof ASSEMBLY 3DESCRIPTION: CONCRETE PAVER AND

PEDESTAL SYSTEMOVER ROOF ASSEMBLY 2


24" X 24" X 2" PRECAST CONCRETE PAVERS

ADJUSTABLE PEDESTAL SYSTEM @ 24" O.C. GRID

DESCRIPTION: ACM PANEL OVERSTEEL STUD BACKUP

FIRE RATING: N/ASOUND RATING: N/AR-VALUE: R-13 + R-7.5ci MIN.

GLULAM BEAMSEE STRUCT.

CONTRACTOR SHALL ENSURE ROOFING FASTENERS DO NOT PENETRATE THROUGH EXPOSED WOOD DECKING

OPEN WEB WOOD JOISTSSEE STRUCT.

SEE

ROO

F AS

SEM

BLY

2

EXT. WALL ASSEMBLY 1DESCRIPTION: FIBER CEMENT PANEL OVER

WOOD STUD BACKUP


EXT. WALL ASSEMBLY 2DESCRIPTION: FIBER CEMENT

HORIZONTAL SIDING OVERWOOD STUD BACKUP


EXT. WALL ASSEMBLY 3DESCRIPTION: ACM PANEL OVER

WOOD STUD BACKUP


WP-1

WP-2

WP-3

= WALL PANEL COLOR 1



ROOFING FASTENERS SHALL NOT PENETRATE THROUGH EXPOSED WOOD DECK6"

2"1/

2"

VARI

ES

PURLINS, BEYOND

T&G WOOD STRUCTURAL DECKING, EXPOSED.SEE STRUCT. DWGS

ROOFING FASTENERS SHALL NOT PENETRATE THROUGH EXPOSED WOOD DECK

RIGID INSULATION

1/2" GYPSUM ROOF BOARD

1 1/

2"6"

1/2"

NOTE: CURVED ROOFROOFING MATERIAL SHALL CONFORM TO CURVED PROFILE OF ROOF

7/16" FIBER CEMENT BOARD W/ EXPOSED FASTENERS

NOMINAL 1X4 P.T. WD FURRING

AIR BARRIER MEMBRANE

1/2" GYPSUM SHEATHING

NOM. 2X8 WD STUDS @ 24" O.C.ALIGN STUDS WITH FURRING BASED ON EXTERIOR PANEL LAYOUT

R20 BATT INSULATION

5/8" GWB, PTD.

FIBER CEMENT HORIZONTAL SIDING

5/8" 7 1/4" 1/2" 3/4"



NOM. 2X8 WD STUDS @ 24" O.C.

R20 BATT INSULATION

5/8" GWB, PTD.

ACM EXPOSED FASTENER SYSTEM

PREFINISHED EXTRUDED ALUMINUM VERTICAL FURRING BY PANEL MFR.


NOM. 2X8 WD STUDS @ 24" O.C.


R20 BATT INSULATION

5/8" GWB, PTD.

EXT. WALL ASSEMBLY 4A/4B

ACM EXPOSED FASTENER SYSTEM

PREFINISHED EXTRUDED ALUMINUM VERTICAL FURRING BY PANEL MFR.


STEEL STUDS @ 16" O.C.6" DP @ TYPE 4A8" DP @ TYPE 4B

GALVANIZED Z- FURRING CHANNELS


1 1/2" RIGID INSULATION (R-7.5 MIN)

± 11 3/4" @ TYPE 4A

± 9 3/4" @ TYPE 4A ± 9 5/8"± 9"

5/8" 7 1/4" 1/2"

± 9 1/2"

5/8" 7 1/4" 1/2"5/8" 6" 1/2" 1 1/2"

R13 BATT INSULATION

5/8" GWB, PTD.



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

3" = 1'-0"

A400

EXTERIOR WALL ANDROOF ASSEMBLIES

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807


6

8"

ROOF ASSEMBLY 1

1.5" T&G WOOD DECKING

6" X 6" WIND RESISTANTGUTTER (BOX PROFILE)

ROOF MEMBRANE FLASHING OVER COPING

METAL DRIP EDGE COPING

4"X 4" SQUARE DOWNSPOUT BEYOND

EXTERIOR WALL ASSEMBLY 1

7/16" FIBER CEMENT BD W/EXPOSED FASTENERSSTEEL TUBE COLUMN (PTD),

SEE STUCT.

5/8" GWB, PTD

SEALANT

4"

WOOD TRIM

'L' CASING BEAD

1ST FLOOR0"

A

RESILIENT WALL BASE

CMU FOUNDATION (SEE STRUCT.); COORD. BRICK LEDGE W/ GRADING

SILL FLASHING (SLOPE TOP) -FORM AROUND CONT. CLEATAND EXTEND BLW WDW;PROVIDE CONCEALED SPLICEPLATES AT JOINTS

CMU GROUTED SOLID TO FOUNDATION BELOW FLASHING

1'-10

"

1'-0 1/4"

1'-0 3/4"

MORTAR NET

SEALANT

CURTAINWALL SILL (CAULKFRAME TO AIR BARRIER)

1" AIR SPACE

SLAB ON GRADE

BACKER ROD & SEALANT

5/8" GWB, PTD

FINISH GRADE (VARIES)

3" RIGID INSULATION (EXTEND24" BELOW SLAB LEVEL)

SLAB VAPOR BARRIER

2" RIGID INSULATION

3/4" SOLID SURFACE SILL

2 1/2" STL STUD FRAMING

CLEAT ATTACHED TO F.O. BLOCKING

2 1/

2"

1/2"

'L' CASING BEAD

4" NOM. GROUND FACE CMU


2ND FLOOR11'-8"

A1'-0 1/4"

2'-0"

1/2"


CURTAINWALL HEAD (CAULKFRAME TO FLASHING)

SEALANT

STEEL TUBE COLUMN (PTD),SEE STUCT.

5/8" GWB, PTD

R-20 BATT INSULATION



AIR BARRIER MEMBRANE1/2" GYPSUM SHEATHING

SEALANT

1 1/2" DEEP GWB L-BEAD

4 1/4"

SEALANT

PT RD BLOCKING AS REQ'D

STEEL ANGLE, SEE STRUCT.

ACM EXPOSED FASTENERSYSTEM

1 1/2" RIGID INSULATION

SLOPED SILL FLASHING (MATCH ACM) W/ CONT. CLEAT AND CONCEALED SPLICE PLATES


6" STEEL STUD FRAMING

'L' CASING BEAD'L' CASING BEAD

'L' CASING BEAD

'L' CASING BEAD

(1/4", TYP.)

A

T&G WOOD DECKING

GLULAM PURLIN BEAM BEYOND

SEALANTCONTINUOUS, ARCHEDCURTAINWALL HEAD (CAULKFRAME TO FLASHING)



METAL DRIP-EDGE COPING(CONTINUOUS RADIUS)

1'-0 1/4"

8"

CURVED HSS BEAM (PTD),SEE STRUCT.SEALANT

5/8" GWB, PTD

ROOF ASSEMBLY 1

EXTERIOR WALL ASSEMBLY 4B


PT WD BLOCKING AS REQ'D

ROOF FLASHING OVER COPING

STEEL FLASHING TO MATCH ACM

INSECT SCREEN

FLASHING TAPE 1'-0 1/4"

'L' CASING BEAD

1ST FLOOR0"

A.51'-1 3/4"

1'-0"


SLAB VAPOR BARRIER

SLAB ON GRADE

SLAB VAPOR BARRIER

CAST-IN-PLACE CONCRETE CURB

CMU FOUNDATION (SEESTRUCT.)


RESILIENT WALL BASE

STOREFRONT WINDOW (CAULKFRAME TO SILL FLASHING) 3/4" SOLID SURFACE SILL

SILL PAN/FLASHING W/ CONT. CLEAT AND CONCEALED SPLICE PLATES

1"

SEALANT

± 1'-

1 1/

4"


1/2" 'L' CASING BEAD

PROVIDE WATERSTOP IF CONCRETE IS NOT MONOLITHIC POUR

1ST FLOOR0"

A.5

1"7"



SLAB VAPOR BARRIER

SLAB ON GRADE

5/8" GWB, PTD

NOM. 2X8 WD FRAMING @ 24"O.C.

SLAB VAPOR BARRIER

CAST-IN-PLACE CONCRETE CURB

CMU FOUNDATION (SEESTRUCT.)


INSECT SCREEN @ B.O. ACM FURRING

RESILIENT WALL BASE7"

(TIE-IN TO AIR BARRIER)


PROVIDE WATERSTOP IF CONCRETE IS NOT MONOLITHIC POUR

2ND FLOOR11'-8"

1


5/8" GWB, PTD


BATT INSULATION

5 3/4"

STOREFRONT WINDOW (CAULKFRAME TO SILL FLASHING)

SILL FLASHING


DEFLECTION CLIP

SOLID WOOD SILL

POWDER-COATED 16 GAUGE SHEET MTL, EXTEND BEHIND DRIP CAP ABOVE TO CONCEAL FASTENERS AND FORM AROUND CLEAT BLW; PROVIDE CONCEALED SPLICE PLATE AT JOINTS

FLASHING TO RECIEVE SHEET METAL ABOVE

7/16" FIBER CEMENT BD W/EXPOSED FASTENERS

NOM. 1X4 P.T. WD FURRING W/MEMBRANE

'L' CASING BEAD'L' CASING BEAD

'L' CASING BEAD

1

5 3/4"


DRIP CAP TRIM

FLASHING TAPE

STOREFRONT HEAD (CAULKFRAME TO AIR BARRIER)

5/8" GWB, PTD



'L' CASING BEAD

2ND FLOOR11'-8"

1

1/2"

1'-0"

1/2"

5/8" GWB, PTD

2" T&G WOOD DECKING

STEEL BEAM, SEE STRUCT.

5/8" GWB, PTD7/16" FIBER CEMENT BD W/EXPOSED FASTENERS

DRIP CAP TRIM






BATT INSULATION

RESILIENT WALL BASE

DEFLECTION CLIP

POWDER-COATED 16 GAUGE SHEET MTL, EXTEND BEHIND DRIP CAP ABOVE TO CONCEAL FASTENERS AND FORM AROUND CLEAT BLW; PROVIDE CONCEALED SPLICE PLATE AT JOINTS

AIR BARRIER MEMBRANECONT. CLEAT TO RECIEVE SHEET METAL ABOVE

FLASHING TAPE


5 3/

4"5

3/4"

'L' CASING BEAD

1

4" NOM. GROUND FACE CMU1" AIR SPACE

5/8" GWB, PTDR-20 BATT INSULATION

1/2"

2 1/

2"

5 3/4"

3/4" SOLID SURFACE SILLSEALANT


AIR BARRIER MEMBRANE1/2" GYPSUM SHEATHINGNOM. 2X8 WD FRAMING @ 24"O.C.

+1'-6"

CLEAT ATTACHED TO F.O. BLOCKING

PT WOOD BLOCKING


1/2"

4"

'L' CASING BEAD

2ND FLOOR11'-8"

A

5/8" GWB, PTD

T&G WOOD DECKING

STEEL ANGLE (SEE STRUCT.)

STEEL BEAM (PTD), SEESTRUCT.

BENT SHEET METAL ANGLE (PTD)

2'-0"

1/2"


CURTAINWALL HEAD (CAULKFRAME TO FLASHING)





SEALANT

PT RD BLOCKING AS REQ'D


1 1/2" RIGID INSULATION

SLOPED SILL FLASHING (MATCH ACM) W/ CONT. CLEAT AND CONCEALED SPLICE PLATES


1'-0 1/4"


10 1/4"

'L' CASING BEAD

F

METAL DRIP-EDGE COPING(CONTINUOUS RADIUS)

8"

ROOF ASSEMBLY 1

CURVED HSS BEAM (PTD),SEE STRUCT.SEALANT

5/8" GWB, PTD

11 1/2"

EXTERIOR WALL ASSEMBLY 17/16" FIBER CEMENT BD W/EXPOSED FASTENERS

NOM. 2X8 WD FRAMING (BRACEBACK TO STEEL)

ROOF FLASHING OVER COPING

'L' CASING BEAD


2ND FLOOR11'-8"

F

1'-0"

1/2"


HORIZONTAL TRIM


5/8" GWB, PTD



SILL FLASHING


DEFLECTION CLIP

BENT SHEET METAL ANGLE (PTD)

T&G WOOD DECKING


BENT STEEL ANGLE (SEE STRUCT.)



1'-1 1/4"

1ST FLOOR0"

6

CMU FOUNDATIONSEE STRUCTURAL DWGSCOORD. BRICK LEDGE W/ SITE GRADING

GROUT AIR CAVITY SOLID BELOW FLASHING LEVEL

MORTAR NET

FLUID APPLIED AIR BARRIER

VENT STRIP INSECT SCREEN INSTALLED BETWEEN VERTICAL FURRING MEMBERS


1/2"

2 1/

2"1'-

6"

CONTINUOUS CLEAT ATTACHED TO WOOD BLOCKING

1/2" ALUMINUM WALL CAP FLASHING

W/ CONCEALED SPLICE PLATES

STAINLESS STEEL FLASHING & DRIP EDGE

5/8" GWB PAINTED

2X8 @ 24" O.C. MAX

VINYL BASE

COMPRESSIBLE FILLER

SEALANT, TYP.

CONCRETE SLAB ON GRADE

FLASHING TAPE

SELF ADHERED FLEXIBLE FLASHING

WEEPS

AIR SPACE

FLASHING TAPE

UNDERSLAB VAPOR BARRIER

GRAVEL BASE

COMPACTED EARTH

3" RIGID INSULATION EXTEND 24"

BELOW SLAB

DAMPROOFING

TREATED WOOD BLOCKING

GRADE (VARIES)

4" NOM. GROUND FACE CMU



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1 1/2" = 1'-0"

A401

EXTERIOR DETAILS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A401 1 1/2" = 1'-0"3 DETAIL SECTION @ ROOF EDGE

A401 1 1/2" = 1'-0"4 DETAIL SECTION @ MASONRY BASE (CURTAINWALL)

A401 1 1/2" = 1'-0"5 DETAIL SECTION @ CURTAINWALL SPANDREL

A401 1 1/2" = 1'-0"6 DETAIL SECTION @ HEAD OF CURTAINWALL

A401 1 1/2" = 1'-0"7 DETAIL SECTION @ STOREFRONT SILL

A401 1 1/2" = 1'-0"10 DETAIL SECTION @ AT BASE OF WALL

A401 1 1/2" = 1'-0"11 DETAIL SECTION @ 2ND FLOOR SLAB EDGE (WDW SILL)

A401 1 1/2" = 1'-0"12 DETAIL SECTION @ WINDOW HEAD

A401 1 1/2" = 1'-0"14 DETAIL SECTION @ 2ND FLOOR EDGE

A401 1 1/2" = 1'-0"13 DETAIL SECTION @ WINDOW SILL

A401 1 1/2" = 1'-0"8 DETAIL SECTION @ CURTAINWALL SPANDREL (MEZZANINE)

A401 1 1/2" = 1'-0"15 DETAIL SECTION AT COL F ROOF EDGE

A401 1 1/2" = 1'-0"2 DETAIL SECTION @ COL LINE F


A401 1 1/2" = 1'-0"1 MASONRY BASE SECTION DETAIL

A

1.4

CURTAINWALL (CAULK FRAMETO METAL TRIM)



SEALANT

1/2" GYPSUM SHEATHINGAIR BARRIER MEMBRANE

1'-0

1/4"

CONTINUOUS STEEL ANGLE (PTD), SEE STRUCT.

1'-0

1/4"

BREAK METAL TO MATCH CURTAINWALL

A

1

5/8" GWB, PTD

STEEL TUBE COLUMN (PTD),SEE STUCT.7/16" FIBER CEMENT BD W/

EXPOSED FASTENERS

J-CHANNEL TRIM

± 5 3/4" 11 1/2" 1/2"


10 1

/4"





BREAK METAL TRIM (MATCH ACM)

BREAK METAL TRIM

Z-SHAPE ALUM. TRIM W/ 3/4"REVEAL

1'-0"

1/2"

± 3"

SEALANT



J-CHANNEL TRIM

J-CHANNEL TRIM 1'-0

1/4"

'L' CASING BEADSEALANT (1/4")

A

1

1'-0

1/4"

CURTAINWALL (CAULK FRAMETO METAL TRIM)




± 5 3/4" 11 1/2" 1/2"


1'-0"

1/2"

± 3"


J-CHANNEL TRIM


BREAK METAL TRIM (MATCH ACM)

SEALANT



J-CHANNEL TRIM

J-CHANNEL TRIM


'L' CASING BEADSEALANT

(1/4")

1





AIR BARRIER MEMBRANEVERTICAL TRIM

5/8" GWB, PTD


1/2"

1




J-CHANNEL TRIMBACKER ROD & SEALANT


5/8" GWB, PTD


STOREFRONT WINDOW (CAULKFRAME TO AIR BARRIER)

5 3/

4"

1

1/2"





HORIZONTAL TRIM

R-20 BATT INSULATIONNOM. 2X8 WD FRAMING @ 24"O.C.

5/8" GWB, PTD

2ND FLOOR11'-8"

A.5

___________________2

A411



4'-1"

42" M

IN. (

VERI

FY)

4"

1/8" / 1'-0"2"

TPO MEMBRANE

TPO MEMBRANE

TPO MEMBRANE

1'-1 3/4"

10 3/4" 6'-6" 1'-7 1/4"

GUTTER2"

2" DIA. RAIN LEADER BEYONG

3/4"BENT ALUMINUM PLATE,

POWDERCOATED WITH MATCHING EXPOSED FASTENERS

3"

FORMED METAL GUTTER, SLOPE TO DOWNSPOUT

FIBER CEMENT SOFFIT (HORIZONTAL SIDING)

3/4" PT PLYWOOD DECK

STEEL BEAM, SEE STRUCT. -COORD. HOLE(S) REQ'D TO RUN ELECTRICAL W/ ARCH.

1/2" PT PLYWOOD

FIBER CEMENT HORIZONTALSIDING

PARAPET COPING

2X4 PT WOOD FASTENED TO ONE SIDE OF EACH 2X10 JOIST TO FORM SLOPE

FIBER CEMENT BOARD TRIM AT STOREFRONT PERIMETER



STEEL BEAMS (SEE STRUCT.) WITH 2X10 PT WOOD FRAMING INFILL

+10'-8"

BASE FLASHINGROOF FLASHING OVER GUTTER

BUILDING SIGNAGE T.B.D.

LL-01 LIGHT FIXTURE - COORD. LOCATION W/ ARCHITECT


SEALANT

STEEL CHANNEL SUPPORTS (SEE STRUCT.)

1'-0"


5/8" GWB, PTD3 1/

2"

TPO ROOF-TO-WALLEXPANSION JT.

RECESSED DOWNLIGHT (SEE RCP)

2ND FLOOR11'-8"

2


5/8" GWB, PTD


ROOF TRUSS


BATT INSULATION

BATT INSULATION

___________________2

A411

ROOF ASSEMBLY 2

SEE INTERIOR PARTITION TYPE MARK

GWB EXPANSION JT

___________________3

A601SIM.

___________________7

A601

DEFLECTION TRACK:

A.5


5/8" GWB, PTD



FIBER CEMENT HORIZONTALSIDING




FLASHING TAPE

GWB RETURN, PROVIDE CONT. SEALANT AT JOINT

5/8" GWB, PTD

STOREFRONT WINDOW (CAULKFRAME TO AIR BARRIER)

EXTRUDED ALUMINUM FURRING, BY ACM MANUFACTURER



AIR BARRIER, TURN INTO OPENING


C

1

Z-SHAPE ALUM. TRIM W/ 3/4"REVEAL5/8" GWB, PTD




VERTICAL TRIM


C

2

Z-SHAPE ALUM. TRIM W/ 3/4"REVEAL5/8" GWB, PTD



BATT INSULATION






SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1 1/2" = 1'-0"

A402

EXTERIOR DETAILS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A402 1 1/2" = 1'-0"1 DETAIL PLAN @ EAST CURTAINWALL

A402 1 1/2" = 1'-0"2 DETAIL PLAN @ CORNER (2)

A402 1 1/2" = 1'-0"3 DETAIL PLAN @ CORNER (1)

A402 1 1/2" = 1'-0"5 DETAIL PLAN @ VERTICAL FIBER CEMENT BOARD JT.

A402 1 1/2" = 1'-0"6 DETAIL PLAN @ WINDOW JAMB

A402 1 1/2" = 1'-0"7 DETAIL SECTION @ HORIZONTAL FIBER CEMENT BOARD JT.

A402 1 1/2" = 1'-0"11 DETAIL SECTION @ ENTRY CANOPY/PARAPET

A402 1 1/2" = 1'-0"8 DETAIL SECTION @ LOW ROOF

A402 1 1/2" = 1'-0"10 DETAIL SECTION @ HORIZONTAL SIDING TO ACM

A402 1 1/2" = 1'-0"4 PLAN DETAIL - EXT. STOREFRONT JAMB


A402 1 1/2" = 1'-0"9 DETAIL PLAN @ TUBE STEEL

A402 1 1/2" = 1'-0"12 DETAIL PLAN @ TENANT SEPARATION WALL

2ND FLOOR11'-8"

1.2 1.81.4 1.6

16" HIGH, INDIVIDUALLY CUT STAINLESS STEEL LETTERS; FONT: FUTURA MD BT; DEPTH AND ATTACHMENT METHOD TO BE VERIFIED BY FABRICATORTENANT 1 SIGN: "CELLULAR TRACKING TECHNOLOGIES"TENANT 3 SIGN: T.B.D.TENANT 5 SIGN: T.B.D.

± 31'-8 3/4"

EQEQ

SIGN

ACM PANEL SPANDREL -SEE DETAIL

2A404

_________

EQEQ

1'-4"

2ND FLOOR11'-8"

A1'-0 1/4"

2'-0"

EQ1'-

4"EQ

ACM PANELS ON VERTICAL ALUM. FURRING

RIGID INSULATION

BUILDING SIGNAGE - SEE DETAIL ELEVATION

CURTAINWALL SILL

CURTAINWALL HEAD

FLASHING



2X6 WOOD FRAMING

2ND FLOOR11'-8"

2.6

1'-11

"

23" HIGH, INDIVIDUALLY CUT SHOP-PAINTED ALUMINUM LETTERS; FONT: FRANKLIN GOTHIC BOOK; DEPTH AND ATTACHMENT METHOD TO BE VERIFIED BY FABRICATOR

23" HIGH, INDIVIDUALLY CUT SHOP-PAINTED ALUMINUM NUMBERS; FONT: FRANKLIN GOTHIC HEAVY; DEPTH AND ATTACHMENT METHOD TO BE VERIFIED BY FABRICATOR

± 24'-5 1/2"

4A404

_________

2ND FLOOR11'-8"

TPO ROOF MEMBRANE

10 3/4"

BENT ALUMINUM PLATE, POWDERCOATED WITH MATCHING EXPOSED FASTENERS

FORMED METAL GUTTER, SLOPE TO DOWNSPOUT

FIBER CEMENT SOFFIT (HORIZONTAL SIDING)

3/4" PT PLYWOOD

1/2" PT PLYWOOD

ROOF FLASHING OVER GUTTER

BUILDING SIGNAGE - SEE DETAIL ELEVATION

1'-0"


1'-11

"

5"

___________________8

A404

8"

± 9'-9 3/4"

8" HIGH, INDIVIDUALLY CUT SHOP-PAINTED ALUMINUM LETTERS; FONT: FRANKLIN GOTHIC BOOK; DEPTH AND ATTACHMENT METHOD TO BE VERIFIED BY FABRICATORTENANT 2 SIGN: T.B.D.TENANT 4 SIGN: T.B.D.

6A404

_________

6"

STEEL BEAM, SEE STRUCT.

FIBER CEMENT BOARD TRIM AT STOREFRONT PERIMETER


AIR BARRIER MEMBRANE 5/8" GWB, PTD

SIGNAGE

1ST FLOOR0"

EQEQ

5'-8"

SIGNAGE PLAQUE WITH STANDOFFS. MATERIAL, CONTENT AND SIZE T.B.D. (2 SF MAX)

2ND FLOOR11'-8"

ALUMINUM SIGNAGE LETTERSLINEAR LED LIGHT (SEE LIGHTING SCHEDULE)PTD ALUM. MOUNTING CHANNEL (CONTINUOUS) W/ DRAINAGE HOLES

PTD. ALUM. BRACKETS @ 24" O.C. - SEAL TO ROOFING MEMBRANE

*DETAIL MEANT TO CONVEY INTENT AND IS SUBJECT TO CHANGE UPON COORDINATION WITH SIGNAGE FABRICATOR*

ROOFING MEMBRANE OVER PLYWOOD



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

As indicated

12/27/2018 3:12:33 PM\\stokes.local\Data\Cape May Airport\TECH BUILDING\DRAWINGS\REVIT\1729_TechBuilding_current.rvt

A404

SIGNAGE

AuthorChecker12/20/18

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A404 1/2" = 1'-0"1 DETAIL ELEVATION @ TENANT 1 / 3 / 5 SIGNAGE

A404 1 1/2" = 1'-0"2 DETAIL SECTION @ TENANT 1 SIGNAGE

A404 1/2" = 1'-0"3 DETAIL ELEVATION @ CANOPY SIGNAGE (TYP. OF 2)

A404 1 1/2" = 1'-0"4 DETAIL SECTION @ CANOPY SIGNAGE

A404 1/2" = 1'-0"5 DETAIL ELEVATION @ TENANT 2 / 4 SIGNAGE

A404 1 1/2" = 1'-0"6 SECTION DETAIL @ TENANT 2 /4 SIGNAGE

A404 1/2" = 1'-0"7 DETAIL ELEVATION @ PLAQUE SIGNAGE (TYP. OF 4)

A404 3" = 1'-0"8 DETAIL SECTION @ CANOPY SIGNAGE CHANNEL

EQEQ

EQ

GALVANIZED STEEL OSHA-COMPLIANT HANDRAIL, BOTH SIDES OF STAIR

11" 11"11"

3'-0"

PRECAST CONCRETE ROOF PAVER (ROOF ASSEMBLY 3)

1'-0"

PT WOOD BLOCKING @ STAIR SUPPORTS AS REQ'D

FLASH AT ALL PENETRATIONS/ CONNECTIONS PER ROOF MANUF'S RECOMMENDATIONS

1 1/2" DIA. GALVANIZED STEEL PIPE, TYP.

OPEN, GALVANIZED STEEL GRATE TREADS, TYP.

ADJUSTABLE PAVER PEDESTAL

ROOF ASSEMBLY 2

TPO MEMBRANE

1/2" GYPSUM SHEATHINGMEMBRANE BONDING ADHESIVE

COMPRESSIBLE TUBE

WELDED SPLICE

COMPRESSIBLE INSULATION W/ INSULATION RETAINER

TPO MEMBRANE

(PARAPET WALL)

FASTENERS PER MFR'S STANDARD DTLS

___________________1

A411

4'-1 1/4"

FIXED SKYLIGHT W/ INSULATEDGLASS

GWB (PTD)

EQ

EQ


TPO ROOF MEMBRANE (EXTEND OVER T.O. CURB)

PT WOOD BLOCKING

ROOF ASSEMBLY 1

5/4" X 6" SOLID WOOD TRIM

WOOD PURLIN

EXPOSED WOOD DECKING

GWB Z REVEAL

5/8" GWB, PTD

± 7"

CRICKET ROOF THIS SIDE ONLY

± 1'-

0 1/

2"

GWB Z REVEAL

2X12 PT WOOD CURB

FIXED SKYLIGHT W/ INSULATEDGLASS


2X12 PT WOOD CURB

PT WOOD BLOCKING

ROOF ASSEMBLY 1

5/4" X 6" SOLID WOOD TRIM

GWB Z REVEAL

5/8" GWB, PTD

EXPOSED WOOD DECKING

CRICKET ROOF THIS SIDE ONLY

TPO ROOF MEMBRANE (EXTEND OVER T.O. CURB)

'L' CASING BEAD

SEALANT

E

3'-6"

1'-6"

PRECAST CONCRETE ROOF PAVER (ROOF ASSEMBLY 3)

OSHA-COMPLIANT GALVANIZED STEEL GUARDRAIL

1 1/2" GAVANIZED STL PIPE POSTS @ 4'-0" O.C.

1 1/2" GALVANIZED STL PIPE RAILS

4"

TPO MEMBRANE

STEEL ANGLE CONNECTION BETWEEN PARAPET AND POSTS(FLASH AROUND ANGLE PER ROOFING MANUF'S RECOMMENDATIONS)

PARAPET WALL W/ STEEL REINFORCEMENT (SEE STRUCT.)

2ND FLOOR11'-8"

A.5

3 1/

2"6"

3 1/

2"

3 1/2" 1'-0" 3 1/2"

ALLOWABLE HEAD OF WATER -5" ABOVE ROOF LOW POINT

2 1/

4"


TPO BONDING ADHESIVETPO MEMBRANECONT. SEALANT, TYP.

TPO FLASHING OVER SCUPPER FLANGE

SCUPPER FASTENERS @ 4" O.C.

WELDED METAL SCUPPER SLEEVE

FIBER CEMENT BOARD TRIM

5" TPO FLASHING OVER SCUPPER FLANGE

9" TPO FLASHING OVER 5" FLASHING

PARAPET WALL

3 1/

2"6"

3 1/

2"

TPO MEMBRANE





EXTEND AIR BARRIER BEHIND COUNTERFLASHING

METAL COUNTERFLASHING W/3" FACE AND DRIP EDGE

TPO BONDING ADHESIVE

CONT. SEALANT

1" M

IN.

FASTENERS 8" O.C.

COUNTERFLASHING

MEMBRANE ROOF FLASHING PER MFR'S STANDARD DETAILS

BASE OF UNIT EXTENDS 1/2" MIN. BEYOND AND DOWN OVER TOP CURB

SEALING MATERIAL - MUST BE CONTINUOUS ON THE

PERIMETER

WOOD NAILER

FLASHING RECEIVER

8" M

IN.

UNIT MOUNTING CURB CANT - FASTENED TO NAILER

INSULATION

TPO MEMBRANE

COMPRESSION RINGSTRAINER BASKET

SUBSTRATE

12" 1" MAX.

CONTINUOUS BEAD OFWATERBLOCK

BONDING ADHESIVE (ADHERED SYSTEM ONLY)

2X WOOD NAILER, TYP.

PRE-FINISHED METAL COPING CAP. COLOR TO MATCH ADJACENT FINISH.

SLOPE

CONTINIOUS 22 GA. CLEAT

ROOF MEMBRANE, LAP UP AND OVER PARAPET WALL

WALL



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

As indicated

A411

ROOF DETAILS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A411 1 1/2" = 1'-0"4 DETAIL SECTION @ ROOF STAIRS

A411 3" = 1'-0"2 SECTION DETAIL @ ROOF EXP. JT.

A411 1 1/2" = 1'-0"3 DETAIL SECTION @ SKYLIGHT

A411 3" = 1'-0"1 SECTION DETAIL @ SKYLIGHT CURB

A411 1 1/2" = 1'-0"5 SECTION DETAIL @ ROOF GUARDRAIL

A411 1 1/2" = 1'-0"9 SECTION DETIAL @ OVERFLOW SCUPPER

A411 3" = 1'-0"7 DETAIL SECTION @ FIBER CEMENT TO ROOFING TRANSITION


A411 3" = 1'-0"10 DETAIL @ MECHANICAL CURB

A411 3" = 1'-0"6 TYP. ROOF DRAIN DETAIL

A411 3" = 1'-0"8 TPO CAP FLASHING

D

2

3'-4"

12 R

ISER

S @

7" 1

1 TR

EADS

@ 1

1"

10'-1

"11

"3'-

8"

3'-8" 8" 3'-8"

2A501

_________ 3A501

_________

A501

6

4A501

_________

4'-7"

8 RI

SERS

@ 7

" 7

TREA

DS @

11"

6'-5"

C

D

3

A501

11

10A501

_________

2'-3"

20 R

ISER

S @

7"

19 T

READ

S @

11"

17'-9

"

4'-0"

1ST FLOOR0"

2ND FLOOR11'-8"

D

EQ

EQ

EQ

EQ1EQ1

STEEL TUBE AND PLYWOOD PANEL GUARDRAIL; SEE DTL

STEEL STAIR STRINGER

3'-6"11

'-8"

3'-6"

7'-0"

METAL PAN STAIR

___________________5

A501

12A501

_________

PARTITION (SEE PLAN)

PTD GWB

THICKENED SLAB, SEE STRUCT.

1ST FLOOR0"

2ND FLOOR11'-8"

D

EQ

EQ

EQ

4'-8"

7'-0"

___________________5

A501

1-116IT CLOSET

3'-6"STEEL TUBE AND PLYWOOD

PANEL GUARDRAIL; SEE DTL

STEEL TUBE SUPPORT


12A501

_________

6'-8"

MIN

. HEA

D HE

IGHT

D

EQ

4'-8"

7'-0"

EQ

4'-0"

1-116IT CLOSET


12A501

_________

D

STEEL TUBE SUPPORT

WALL-MOUNTED HANDRAIL

4'-8"

7'-0"

11"

1'-0"


3'-6"

1-116IT CLOSET

7A501

_________

3'-0"

1ST FLOOR0"

2ND FLOOR11'-8"

C D

EQ

EQ

EQ

EQ

EQ

EQ

METAL PAN STAIR


12A501

_________

11'-8

"

___________________5

A501

2'-3"

6'-8"

± 6'-9" ± 4'-5 3/4"

POST-MOUNTED RAILING BELOW STAIRS PER ADA (1 1/2" X 1 1/2" PTD STEEL TUBES)

THICKENED SLAB, SEE STRUCT.

1ST FLOOR0"

2ND FLOOR11'-8"

C D

WALL-MOUNTED HANDRAIL

3'-0"

7A501

_________

1'-0"

11"

A.F.

F.

3'-6"

STEEL HANDRAIL BRACKET (PTD)

1 1/2" DIA. STEEL TUBE HANDRAIL (PTD)

A.F.

F.

2'-10

"

STEEL STRINGER (PTD)

METAL PAN STAIR W/ RUBBER TREADS

2"2"

1 1/2" SQ. TUBE POSTS (PTD)

3/4" PLYWOOD PANEL(BALTIC BIRCH VENEER W/ CLEAR FINISH BOTH SIDES)

1 1/2" SQ. TUBE TOP RAIL (PTD)

CLR1 1/2"

STEEL WALL-MOUNTED HANDRAIL BRACKET (PTD)

1 1/2" DIA. STEEL TUBE HANDRAIL (PTD)

2ND FLOOR11'-8"

3'-6"

(5'-0" MAX)

SPACE EVENLY

2"3'-

0 1/

2"2"0"

2" 3'-6 1/2" 2"

2"

1 1/2" SQ TUBE TOP RAIL (PTD)



STEEL U-CLIP, TYP. (PTD)

STEEL ANGLE CONNECTION TO BEAM AND POSTS (PTD)ST

EEL

BEAM

1'-2"

6"

2ND FLOOR11'-8"

D

1'-2"

1 1/

2"2"

3'-0

3/4"

2"

A.F.

F.

3'-6"

3"1/2"

STEEL ANGLE CONNECTION BETWEEN BEAM AND POSTS (PTD)



1 1/2" SQ. TUBE TOP RAIL (PTD)

FINISH FLOOR

SOLID WOOD FASCIA TO MATCH DECKING

STEEL BEAM (PTD)

WD DECKING



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

As indicated

A501

STAIR PLANS, SECTIONS& DETAILS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A501 1/4" = 1'-0"1 STAIR PLAN - TENANT #1

A501 1/4" = 1'-0"9 STAIR PLAN - TENANTS #3 & #5

A501 1/4" = 1'-0"6 TENANT #1 STAIR ELEVATION 1

A501 1/4" = 1'-0"2 TENANT #1 STAIR SECTION 1



A501 1/4" = 1'-0"11 TENANTS #3 & #5 STAIR ELEVATION 1



A501 1 1/2" = 1'-0"12 DETAIL SECTION @ STAIR HANDRAIL

A501 1 1/2" = 1'-0"7 SECTION DETAIL @ WALL-MTD HANDRAIL

A501 3/4" = 1'-0"8 ELEVATION DETAIL @ GUARDRAIL

A501 1 1/2" = 1'-0"5 DETAIL SECTION @ GUARDRAIL

E

1.8

A5032

A503

3

1-115KITCHEN1E

1E

1E

6'-3"

9'-7"

4'-6"

3'-0"

2'-6"

SINK CABINET

2'-6" 1'-0"

3'-0"

6'-3"

PLAM BASE CABINETS

SOLID SURFACE COUNTERTOP AND BACKSPLASH W/ UNDERMOUNT SINK

1" BALTIC BIRCH PWD. SHELF W/ HEAVY DUTY BRACKETS

EQ.EQ.

FILLER STRIP

1'-6"

1'-0"

5'-8"

3'-0"

1'-6"

3'-0"

3'-6"

EQ.

EQ. 2'-6"EQ.

3'-6" EQ.

PLAM BASE CABINETS

SOLID SURFACE COUNTERTOP AND BACKSPLASH

PLAM UPPER CABINETS

FILLER STRIP, TYP.

REF. (N.I.C.)

1'-6"

GWB SOFFIT (WA-01)

CLR.

2'-8"

3

2-106J.C.

2-101TENANT #2

A503

5

2'-6"

3'-6"

2-10

6-1

6'-0" 2'-8"

1A

3'-0"

CLR.

2'-8"

SINK CABINET

3'-0" 3'-0"

REF. (N.I.C.)

2-106-1

PLAM BASE CABINETS

SOLID SURFACE COUNTERTOP AND

BACKSPLASH W/ UNDERMOUNT SINK


1'-6"

1'-0"

5'-8"

n

3

3-101TENANT #3

A503

7

2'-8"

8'-9"

REF. (N.I.C.)

1" SINK CABINET

3'-0" 3'-0"

CLR.

2'-8"

3'-0"

1'-6"

1'-0"

PLAM BASE CABINETS




7'-0"

2'-0"W-1

FILLER STRIP

5'-8"

GWB SOFFIT

1" SINK CABINET

2'-6 1/4" 2'-6"

CLR.

2'-8"

7'-0"

2'-0"

REF. (N.I.C.)

PLAM BASE CABINETS




FILLER STRIP

4'-8"

W-1

GWB SOFFIT

E

5

A503

9

5-101TENANT #5

7'-9

1/4"

2'-8"ALL DIMENSIONS AND RELATIONSHIPS MUST BE VERIFIED BY CONTRACTOR.


SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

3/8" = 1'-0"

A503

KITCHENETTE PLANSELEVATIONS AND DETAILS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A503 3/8" = 1'-0"1 1-115 TENANT #1 KITCHENETTE PLAN

A503 3/8" = 1'-0"3 1-115 TENANT #1 KITCHENETTE ELEVATION NORTH

A503 3/8" = 1'-0"2 1-115 TENANT # 1 KITCHENETTE ELEVATION SOUTH


A503 3/8" = 1'-0"5 2-101 TENANT #2 KITCHENETTE ELEVATION






D

E

2 2.6

3A301

_________

3

6 1/2" 8'-0"

1-104-1

1-10

2-1

1-10

3-1

5'-2"

3'-1"

8'-7

3/8"

8'-8"

8'-8"

8'-8"

3'-5

3/8"

5'-1"

5'-1

3/8"

2-10

2-1

2-10

3-1

3'-2"

3-10

3-1

3-104-1

3-10

2-1

2-10

4-1

2-10

6-1

2-10

5-1

3-101-2

2-10

4-2

1-101-2

8'-8"

1-102WOMENS

1-104J.C.

1-103MENS

2-102WC

2-103WC

2-104CORRIDOR

3-102WOMENS

3-103MENS


2-101TENANT #2

1-101TENANT #1

A512

7

A5126

A512

8

A51210

A512

12

A512

11

A512

4

A512

1

A512

3

A5122

A512

9

1C

1C

1C

1C

1C

1C

1D

1D

1C

1E

1D1D1D

1A

1C

2B

1D1D

1C

4" TYP.

1'-11"

1'-1"

± 6'-

9 1/

2"

8'-0" 1'-4"

16'-8 1/2" ± 5'-5 1/2" 17'-3"

± 6'-

7 1/

4"

4'-3 1/4"

2B

2B

1'-4"

1'-4"

5'-4"

6'-0"

5'-0"

3-104J.C. ±

5'-7

1/4"

1'-11"

9"1'-

4"

MOP SINK (SEE PLUMBING FIXTURE SCHEDULE)

D

E

4 4.4 5

6A302

_________

4-10

2-1

4-10

3-1

4-10

4-1

5-10

2-1

5-104-1

4-10

4-2

4-10

5-1 5-101-2

5'-0"± 3'-

6"

1'-1"

4-102WC

4-103WC


4-104CORRIDOR

3-101TENANT #3

4-101TENANT #4

5-102WOMENS

5-103MENS

5-101TENANT #51C

1C

1E1D

1D

1C

1D1D

2B

1B

1C

8'-3" 8'-3"

16'-10 3/4" 16'-4"± 6'-2 1/4"

6'-8"

± 11

'-0"

5-10

3-1

± 8'-

10"

8'-10

"

7'-2"

5'-1

1/4"

± 5'-

0"±

1'-3"

8'-0"

3 1/

4"

4'-4"

4-10

6-1

MOP SINK (SEE PLUMBING FIXTURE SCHEDULE)



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1/4" = 1'-0"

A511

ENLARGED TOILET ROOMPLANS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A511 1/4" = 1'-0"3 ENLARGED PLAN @ TENANT 1-3 TOILET ROOMS

A511 1/4" = 1'-0"1 ENLARGED PLAN @ TENANT 4 & 5 TOILET ROOMS


B-2

PT-A

PT-B

ab

eB-2

PT-B

PT-A

b

kPT-B

PT-A

B-2

1-103-1

d

e

fh

g

EQ. AEQ. A

EQ. B

EQ. B

c

EQ. C EQ. C

bb

B-2

W-2

W-2

PT-A

PT-B

m

WALL SCONCE, SEE LIGHTING SCHEDULE, TYP. OF (3)

j a b

eB-2

PT-B

m

PT-A

k

B-2PT-B

PT-A

1-103-1

d

g

e e

h

j

c c

EQ. A EQ. A

EQ. B

EQ. B

EQ. C EQ. C

W-2

JUNC

TIO

N BO

X CL

.

7'-0"

TO

LIG

HT F

IXTU

RE

W-2

WALL SCONCE, SEE LIGHTING SCHEDULE, TYP. OF (3)

PT-B

W-1

B-2

m

aj

EQ. B

EQ. B

W-2

PT-B

PT-A

B-2

g

h

d

PT-B

PT-A

B-2e

b

g

b

PT-B

?

B-2

k

2-102-1

PT-B

PT-A

B-2

a

bb

e

PT-B

PT-A

B-2



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

3/8" = 1'-0"

A512

RESTROOM ELEVATIONS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A512 3/8" = 1'-0"9 1-103 - MENS WC - WEST

A512 3/8" = 1'-0"11 1-103 - MENS WC- EAST

A512 3/8" = 1'-0"10 1-103 MENS WC- SOUTH

A512 3/8" = 1'-0"12 1-103 MENS WC - NORTH

A512 3/8" = 1'-0"7 1-102 - WOMENS - EAST

A512 3/8" = 1'-0"8 1-102 WOMENS - NORTH

A512 3/8" = 1'-0"6 1-102 WOMENS - SOUTH

A512 3/8" = 1'-0"5 1-102 - WOMENS - WEST

TAG DESCRIPTION MANUFACTURER MODEL REMARKS

a TOILET TISSUE DISPENSER BOBRICK SURFACE MOUNTED TWIN JUMBO-ROLL B-2892b GRAB BARS BOBRICK 1/4" SS. GRAB BAR W/ SNAP FLANGEc SEAT COVER DISPENSER BOBRICK CLASSIC SERIES SURFACE MOUNT B-221CRd MIRROR BOBRICK CHANNEL FRAME B-165-2436e FLOOR-MOUNTED TOILET AMERICAN STANDARD MADERA ECO POWER TOILET FLUSH VALVE, 1.5 GPF, CHROMEEXTERIOR WALLASSEMBLY 4Af URINAL AMERICAN STANDARD PINTBROOK FLUSH VALVE: TOTO ECO POWER ULTRA HIGH

EFFICENCY URINAL FLUSH VALVE 0.125 GPF, CHROMEg WALL MOUNTED SINK KOHLER SOHO 20C18 K-2084 FAUCET: KOHLER K97283-4-CPh SOAP DISPENSER BOBRICK CLASSIC SERIES SURFACE MUNT B-2111j SANITARY RECEPTACLE BOBRICK CLASSIC SERIES SURFACE MOUNT B-254k PAPER TOWEL + TRASH COMBO BOBRICK CLASSIC SERIES SEMI RECESSED B-3942m TOILET / URINAL PARTITIONS AMERICAN SPECALTIES INC SOLID PLASTIC FLOOR MOUNT PARTITIONS COLOR TBS.n KITCHENETTE SINK (17" X 17") AMERICAN STANDARD 18SB.8171700.075 FAUCET: AMERICAN STANDARD 7074.010.002o MOP SINK FIAT MSB2424

A512 3/8" = 1'-0"3 2-102 WC - EAST

A512 3/8" = 1'-0"4 2-102 WC - NORTH

A512 3/8" = 1'-0"2 2-102 WC - SOUTH

A512 3/8" = 1'-0"1 2-102 WC - WEST

reStroom plumbing fixture & accessory schedule

PRODUCTS INDICATED ARE THE BASIS OF DESIGN. SUBJECT TO COMPLIANCE WITH THE REQUIREMENTS, PROVIDE SPECIFIED PRODUCTS OR APPROVED EQUAL.


CONSTRUCTION

PARTITION TYPES SCHEDULE

TYPE REMARKS

1A

1B

2A

5/8" GYPSUM WALL BOARD [W-1]


2X6 WOOD STUDS@ 16" O.C. MAX.

ACOUSTICAL BATT INSULATION AS SCHEDULED




ACOUSTICAL BATT INSULATION AS SCHEDULED

TYPE 1A: UNCONNECTED WALL HEIGHT 9'-0" A.F.F.

TYPE 1B: FULL HEIGHT WALL ATTACHED TO STRUCTURE ABOVE

TYPE 1C: FULL HEIGHT WALL ATTACHED TO STRUCTURE ABOVE, PROVIDE ACOUSTICAL BATT INSULATION1C

TYPE 2A: FULL HEIGHT WALL ATTACHED TO STRUCTURE ABOVE

2B TYPE 2B: FULL HEIGHT WALL ATTACHED TO STRUCTURE ABOVE, PROVIDE ACOUSTICAL BATT INSULATION AND ACOUSTICAL SEALANT WHERE GWB TERMINATES AT SLAB, STEEL OR PENETRATION, TYP. SEE BASE DETAIL.SEE SPECIFICATION SECTION GYPSUM WALL BOARD "SOUND CONTROL PARTITIONS". FOLLOW SPECIFICATIONS.

3A



TYPE 3A:@ EXPOSED CEILINGS: FULL HEIGHT WALL ATTACHED TO STRUCTURE ABOVE@ CEILING: EXTEND TO 6" ABOVE CEILING(UNFINISHED SIDE)

(FINISHED SIDE)

1D TYPE 1D: FULL HEIGHT WALL - RUN FRAMING TO STRUCTURE ABOVE, GWB TO EXTEND 6" ABOVE FINISHED CEILING,PROVIDE ACOUSTICAL BATT INSULATION

1E TYPE 1E: FULL HEIGHT WALL - RUN FRAMING TO STRUCTURE ABOVE, GWB TO EXTEND 6" ABOVE FINISHED CEILING (WHERE PRESENT) OR TO UNDERSIDE OF STRUCTURE @ EXPOSED CEILING

5/8" 3 1/2" 5/8"

DOUBLE TOP PLATE

BOTTOM CHORD OF OPEN WEB WOOD

JOISTS, BEYOND

J-BEAD

SEE PARTITION TYPE SCHEDULE

5/8" GWB, TYP.

2X4 WD. FRAMING

1/2"

SEALANT

SIMPSON STRONG TIE ROOF TRUSS CLIP AT EACH OPEN WEB JOIST

3/4" WOOD WALL CAP, PAINTED

J-BEADSEALANT

DEFLECTION TRACK:16ga 3 5/8" METAL TRACK W/ 2" LEG FASTENED TO WOOD DECKING

DOUBLE TOP PLATE

STRUCTURAL WOOD DECKING,

EXPOSED

DO NOT FASTEN DRYWALL TO DEFLECTION TRACK

J-BEAD SEALANT JOINT

J-BEAD

SEE PARTITION TYPE SCHEDULE

SEALANT JOINT

5/8" 3 1/2" 5/8"

5/8" GWB, TYP.

2X4 WD. FRAMING

PLYWOOD SHIM AS REQUIRED TO PROVIDE SNUG FIT WITHIN SLIP TRACK

DEFLECTION TRACK:16ga 6" METAL TRACK W/ 2" LEG FASTENED TO STEEL BEAM

5/8" GWB, TYP.DOUBLE

TOP PLATE

STEEL BEAM, SEE STRUC.


J-BEAD

SEALANT JOINT

J-BEAD

SEE PARTITION TYPE SCHEDULE 5/8" 5 1/2" 5/8"

2X6 WD. FRAMING

PLYWOOD SHIM AS REQUIRED TO PROVIDE SNUG FIT WITHIN SLIP TRACK

DEFLECTION TRACK:16ga 6" METAL TRACK W/ 2" LEG FASTENED TO WOOD DECKING

5/8" GWB, TYP.

DOUBLE TOP PLATE

STRUCTURAL WOOD DECKING,

EXPOSED


J-BEAD

SEALANT JOINT

J-BEADSEE PARTITION

TYPE SCHEDULE

SEALANT JOINT

5/8" 5 1/2" 5/8"2X6 WD. FRAMING

1. REFER TO REFLECTED CEILING PLANS AND/OR FINISH SCHEDULE FOR INFORMATION ON CEILING TYPE, FINISH AND HEIGHTS. COORDINATE REQUIREMENTS FOR CEILING BLOCKING REQUIREMENTS COMPROMISE THE FIRE RATING SPECIFIED FOR ANY ASSEMBLY.

2. REFER TO INTERIOR ELEVATIONS AND/OR FINISH SCHEDULE FOR INFORMATION ON WALL FINISHES, BASE TRIM, MOLDINGS, ETC.

3. PROVIDE INTERIOR TRIM BEADS AT EXPOSED EDGES OF GYPSUM BOARD. PROVIDE INTERIOR TRIM BEADS AT BOUNDARIES OF GYPSUM BOARD AREAS ABUTTING DISSIMILAR MATERIALS SUCH AS BUT NOT LIMITED TO WOOD ROOF DECKING ELEMENTS, WOOD FLOOR DECKING ELEMENTS, STEEL COLUMNS, STEEL BEAMS/GIRDERS, WINDOW FRAMES, WINDOW SILLS, DOOR FRAMES AND WHERE INDICATED.

4. ALL PARTITIONS SHALL BE SECURELY FASTENED ABOVE AND BELOW TO THE STRUCTURAL SLAB OR STRUCTURAL FLOOR FRAMING.

5. ROCKWOOL BATT INSULATION SHALL BE PROVIDED AT INTERSECTIONS OF ALL CONCEALED HORIZONTAL AND VERTICAL SPACES, AS WELL AS ALL OTHER AREAS AS DEFINED IN THE CODE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE METHOD AND SPACING OF SCREW ATTACHMENT OF GYPSUM WALL BOARD TO STRUCTURAL STUDS TO MEET ALL REQUIREMENTS OF THE MANUFACTURER, PERTAINING TO, BUT NOT LIMITED TO: FIRE RATING, LIMITING HEIGHT, DEFLECTION, ETC.

7. PROVIDE BATT INSULATION AT RESTROOM PERIMETER PARTITIONS FOR FULL EXTENT OF WALL (FROM FLOOR TO CEILING).

8. PROVIDE MOLD & MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL JANITOR CLOSET PARTITIONS, RESTROOMS, BACK BAR & FOOD SERVICE AREAS. PROVIDE 5/8" CEMENT BOARD AT ALL TILE PARTITIONS.

9. SEE SPECIFICATIONS FOR MINIMUM STUD MATERIAL THICKNESS AND DEFLECTION CRITERIA.10. ALL PARTITIONS ARE TO BE FULLY SEALED TO ADJACENT CONSTRUCTION, INCLUDING FLOOR SLAB AND

STRUCTURAL DECK TO RESIST THE PASSAGE OF AIR AND/OR SMOKE ACROSS THE PARTITION.11. ALL PENETRATIONS THROUGH FIRE-RATED PARTITIONS ARE TO BE FULLY SEALED WITH UL LISTED

SYSTEMS AS REQUIRED TO MAINTAIN THE REQUIRED WALL RATING. SEE UL DETAILS FOR ADDITIONAL INFORMATION.

12. ALL ACOUSTIC PARTITIONS ARE TO BE SEALED WITH ACOUSTIC SEALANT TO ADJACENT CONSTRUCTION (WALLS, FLOOR AND STRUCTURE) AS REQUIRED TO MAINTAIN THE ACOUSTICAL RATING OF THE ASSEMBLY.

PARTITION TYPES GENERAL NOTES13. AT NON-LOAD BEARING CMU PARTITIONS, PROVIDE PRECAST CONCRETE LINTELS OVER OPENINGS,

DOORS, WINDOWS, DUCTS, ETC., PER REQUIREMENTS OF DIVISION 4 SECTION "UNIT MASONRY ASSEMBLIES".

14. PROVIDE BLOCKING FOR ALL FIXED AND ADJUSTABLE SHELVING USING 6" WIDE CONTINUOUS, 16 GA GALV. STRAP METAL. SHELVING STANDARDS TO BE ANCHORED TO BLOCKING AT 12" O.C. MINIMUM

15. PROVIDE FULL HEIGHT DOUBLE STUDS (BACK TO BACK OR NESTED) AT ALL DOOR JAMBS.16. ALL DOOR FRAMES LOCATED ADJACENT TO PERPENDICULAR PARTITIONS ARE TO BE SET INSIDE FACE OF

FRAME 4" FROM FACE OF PARTITION UNLESS OTHERWISE NOTED. 17. SET STUDS SO THAT FINISHED FACE OF GYPSUM WALL BOARD AT DISSIMILAR PARTITIONS ALIGNS AS

INDICATED ON DRAWINGS.18. APPLY "LEVEL 4" FINISH TO ALL GYPSUM WALL BOARD PARTITIONS UNLESS OTHERWISE NOTED IN THE

CONTRACT DOCUMENTS.19. APPLY "LEVEL 5" FINISH TO ALL GYPSUM WALL BOARD PARTITIONS AND SOFFITS AS IDENTIFIED ON THE

DRAWINGS. 20. PROVIDE BLOCKING FOR ALL WALL CABINETS USING A MINIMUM OF 2 ROWS OF 6" WIDE CONTINUOUS, GA

GALV. STRAP METAL. PROVIDE AN ADDITIONAL ROW FOR EVERY 2' OF CABINET HEIGHT ABOVE 30". TOP OF BASE CABINETS TO BE SECURED TO ONE ROW OF BLOCKING.

21. PROVIDE A SLIP TRACK ALLOWING 3/4" DEFLECTION AT ALL STUD FRAMING THAT EXTENDS TO STRUCTURE.

22. PROVIDE A MINIMUM OF 5/8" CEMENT BOARD, 8" HIGH, BACKER ROD & SEALANT @ INTERSECTION WITH FLOOR AT THE BASE OF PARTITIONS IN ROOMS CONTAINING TILE FLOORING WITH A WATERPROOF MEMBRANE OR FLUID APPLIED FLOOR SYSTEM/WATERPROOFING SYSTEM.

GWB CONTROL JT.

5/8" GWB, PTD

2X WOOD FRAMING5/8" GWB, PTD

2X WOOD FRAMING5/8" GWB, PTD

ACOUSTICAL SEALANT, TYP.

RESILIENT WALL BASE

BATT INSULATION

GWB EXPANSION JT. (BASIS-OF-DESIGN: FRY REGLET DB.1 3-PIECE DRYWALL EXPANSION JOINT)

5/8" GWB, PTD

5/8" GWB, PTD

DEFLECTION TRACK




SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

As indicated

A601

PARTITION TYPESSCHEDULE

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A601 3" = 1'-0"4 INTERIOR 2X4 PARTITION HEAD DETAIL @ OPEN WEB JOIST (TYP.)

A601 3" = 1'-0"1 INTERIOR 2X4 PARTITION HEAD DETAIL @ WOOD DECK (TYP.)

A601 3" = 1'-0"3 INTERIOR PARTITION HEAD DETAIL @ STEEL BEAM (TYP.)

A601 3" = 1'-0"2 INTERIOR 2X6 PARITION HEAD DETAIL @ WOOD DECK (TYP.)


A601 3" = 1'-0"5 TYP. GWB CONTROL JOINT

A601 3" = 1'-0"6 BASE DETAIL @ PARTITION TYPE 2B

A601 3" = 1'-0"7 SECTION DTL @ GWB EXPANSION JT.

SEE SCHED.

WIDTH

SEE SCHED.

WIDTH

SEE SCHED.

WIDTH

SEE

SCHE

D.

HEIG

HT

3'-4"

2'-8"

8"

SEE

SCHE

D.

HEIG

HT

SEE

SCHE

D.

HEIG

HT

DOOR TYPE A

F.F0'-0"

DOOR TYPE B

DOOR TYPE C

DOOR TYPE

DOOR TYPE D

SEE

SCHE

D.

HEIG

HT

WIDTH SEE SCHED.

EQ.

PANEL 1

EQ.

PANEL 2

DOOR TYPE H

INSULATED OVERHEAD ROLLING

SEE SCHED.

WIDTH

SEE

SCHE

D.

HEIG

HT

DOOR TYPE E

STOREFRONT DOOR

SEE SCHED.

WIDTH

SEE

SCHE

D.

HEIG

HT 2'-0"

2'-0"

SEE

SCHE

D.

HEIG

HT

SEE SCHED.

WIDTH

SEE SCHED.

WIDTH

SEE

SCHE

D.

HEIG

HT1'-0"

1'-0"

DOOR TYPE F

LOUVERED DOOR50% OPEN

DOOR TYPE G

LOUVERED DOOR50% OPEN

SEE SCHED.

WIDTH

SEE

SCHE

D.

HEIG

HT

F.F0'-0"

FRAME TYPE

FRAME TYPE A

SEE SCHED.

WIDTH SIDELITE1'-0"

SEE

SCHE

D.

HEIG

HT

FRAME TYPE B

1/4" CLR. TEMPERED GLASS

SEE

SCHE

D.

HEIG

HT

SEE SCHED.

WIDTH

SEE STOREFRONT ELEVATIONS

FRAME TYPE C



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

3/8" = 1'-0"

A602

DOOR SCHEDULE

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

DOOR NO. ROOM NAME

DOOR

GLAZ.

FRAMEHEAD

DETAILJAMB

DETAILSILL

DETAIL RATINGHDWRGROUP REMARKSTYPE

SIZEMAT. FIN. TYPE MAT. FIN.WIDTH HEIGHT THICK

1ST FLOOR1-101-1 TENANT #1 E 3'-0" 7'-0" 1 3/4" AL ANNOD FT D AL ANNOD 10/A402 4/A402 S-02 SIM. - 1.0 CARD READER1-101-2 TENANT #1 D 6'-0" 7'-0" 1 3/4" FG PTD - A FG PTD H-02 J-02 S-02 - 3.0 CARD READER1-102-1 WOMENS A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 18.01-103-1 MENS A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 18.01-104-1 J.C. A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 11.02-101-1 TENANT #2 E 3'-0" 7'-0" 1 3/4" AL ANNOD. FT D AL ANNOD 10/A402 PER MNFR S-02 SIM. - 1.0 CARD READER2-102-1 WC A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 16.02-103-1 WC A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 16.02-104-1 CORRIDOR B 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 J-04 - 9.02-104-2 CORRIDOR A 3'-0" 7'-0" 1 3/4" FG PTD - A FG PTD H-02 J-02 S-02 - 2.02-105-1 MECHANICAL CLOSET D 6'-0" 7'-0" 1 3/4" FG PTD - A FG PTD H-02 J-02 S-02 - 4.0 CARD READER2-106-1 J.C. A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 10.03-101-1 TENANT #3 E 3'-0" 7'-0" 1 3/4" AL ANNOD FT D AL ANNOD 10/A402 4/A402 S-02 SIM. - 1.0 CARD READER3-101-2 TENANT #3 A 3'-0" 7'-0" 1 3/4" FG PTD - A FG PTD H-02 J-02 S-02 - 2.0 CARD READER3-101-3 TENANT #3 H 8'-0" 8'-0" 1" STL PTD - - - - H-03 J-03 S-02 SIM - 19.03-102-1 WOMENS A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 18.03-103-1 MENS A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 18.03-104-1 J.C. A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 11.04-101-1 TENANT #4 E 3'-0" 7'-0" 1 3/4" AL ANNOD FT D AL ANNOD 10/A402 PER MNFR S-02 SIM. - 1.0 CARD READER4-102-1 WC A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 16.04-103-1 WC A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 16.04-104-1 CORRIDOR B 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 9.04-104-2 CORRIDOR A 3'-0" 7'-0" 1 3/4" HM PTD - A HM PTD H-02 J-02 S-02 - 2.0 CARD READER4-105-1 MECHANICAL CLOSET D 6'-0" 7'-0" 1 3/4" HM PTD - A HM PTD H-02 J-02 S-02 - 4.04-106-1 J.C. A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 10.05-101-1 TENANT #5 E 3'-0" 7'-0" 1 3/4" AL ANNOD FT D AL ANNOD 10/A402 4/A402 S-02 SIM - 1.0 CARD READER5-101-2 TENANT #5 A 3'-0" 7'-0" 1 3/4" FG PTD - A FG PTD H-02 J-02 S-02 - 2.0 CARD READER5-101-3 TENANT #5 H 8'-0" 8'-0" 1" STL PTD - - - - H-03 J-03 S-02 SIM - 19.05-102-1 WOMENS A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 18.05-103-1 MENS A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 18.05-104-1 J.C. A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 11.0

2ND FLOOR1-201-1 TENANT 1 MEZZANINE A 3'-6" 6'-8" 1 3/4" FG PTD - A FG PTD H-03 J-02 SIM. S-03 - 5.05-201-1 TENANT 5 MEZZANINE A 3'-6" 6'-8" 1 3/4" FG PTD - A FG PTD H-03 J-02 SIM S-03 - 5.0

DOOR SCHEDULE: CORE & SHELL

DOOR NO. ROOM NAME

DOOR

GLAZ.

FRAMEHEAD

DETAILJAMB

DETAILSILL

DETAIL RATINGHDWRGROUP REMARKSTYPE

SIZEMAT. FIN. TYPE MAT. FIN.WIDTH HEIGHT THICK

5-108-2 WC A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 16.05-108-3 WC A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-01 - 16.05-108-4 CORRIDOR B 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 9.0

1ST FLOOR1-100-1 LOBBY E 3'-0" 7'-0" 1 3/4" AL ANNO FT C AL ANNOD PER MNFR. 6-A801 S-04 - 6.01-105-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T A HM PTD H-01 J-01 S-04 - 13.01-106-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-107-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-108-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-109-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-110-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-111-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-112-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-113-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-114-1 STORAGE D 6'-0" 7'-0" 1 3/4" HM PTD - A HM PTD H-01 J-01 S-04 - 14.01-116-1 IT CLOSET A 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 12.01-117-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-118-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-119-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-120-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.01-121-1 CONFERENCE C 3'-0" 7'-0" 1 3/4" WD CLR T B HM PTD H-01 J-01 S-04 - 13.05-105-1 SHOWROOM D 6'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 15.05-106-1 SHOWROOM D 6'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 15.0

5-107A-1 CORR. C 3'-0" 7'-0" 1 3/4" WD CLR T A HM PTD H-01 J-01 S-04 - 8.05-107A-2 CORR. C 3'-0" 7'-0" 1 3/4" WD CLR T A HM PTD H-01 J-01 S-04 - 8.05-108-1 VESTIBULE E 3'-0" 7'-0" 1 3/4" AL ANNOD FT C AL ANNOD PER MNFR. 6-A801 S-04 - 7.0

2ND FLOOR1-202-1 FABRICATION F 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 13.01-203-1 FABRICATION F 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 13.01-204-1 STAGING G 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 13.05-202-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 13.05-203-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 13.05-204-1 OFFICE C 3'-0" 7'-0" 1 3/4" WD CLR - A HM PTD H-01 J-01 S-04 - 13.0

DOOR SCHEDULE: TENANT 1 FITOUT

DOOR SCHEDULE ABBREVIATIONSAL ALUMINUMANNO ANNODIZEDFG FIBERGLASSPTD PAINTEDFT FULL TEMPEREDSTL STEEL



(INTERIOR) (EXTERIOR)

PER MFR.

1 15/16"1 15/16"

2"

SEALANT TYP. FIBERGLASS DOOR & FRAME

VENT STRIP INSECT SCREEN INSTALLED BETWEEN VERTICAL FURRING MEMBERS

WOOD HEADERSEE STRUCT.

INSULATION BATTS

EXTERIOR WALL ASSEMBLY NO.1

FLASHING TAPE

DRIP EDGE BY PANEL MANUFACTURER5/8" GWB TYP.

type h2

BACKER ROD AND SEALANT, SEAL MEMBRANE TO DOOR FRAME

ROUGH OPENING TREATMENT

FIBER CEMENT BD. W/ EXPOSED FASTENERS. PROVIDE J-CHANNEL TERMINATION AT DOOR OPENING

PERIMETER

AIR BARRIER MEMBRANE, TURN INTO OPENING

ROLLING OVERHEAD DOOR WITH TYPE "E" STEEL ANGLE GUIDES,

SECURE TO HSS COLUMN

3/8" STL. PL. PTD.

5/8" PWD. BLOCKING MECHANICALLY ATTACHED TO COLUMN

PT. WD. FURRING

HSS COLUMN, SEE STRUC

WAL

L AS

SEM

BLY

#1

BACKER ROD AND SEALANT, SEAL MEMBRANE TO DOOR FRAME


SPLIT FACE CMU CORNER CLOSER

AIR BARRIER MEMBRANE, TURN INTO OPENING

ROLLING OVERHEAD DOOR WITH TYPE "E" STEEL ANGLE GUIDES,

SECURE TO HSS COLUMN

3/8" STL PL. PTD.

5/8" PWD. BLOCKING MECHANICALLY ATTACHED TO COLUMN

PT. WD. FURRING

HSS COLUMN, SEE STRUC

UPPER

LOWER PLAN

TYPE J3PER PARTITION

TYPE THICKNESS

HOLLOW METAL FRAME

SEALANT BOTH SIDES, TYP.

DOUBLE 2X6 WOOD HEADER

5/8" GWB OVER WOOD STUDS. SEE PARTITION TYPES.

1 15/16" 1 15/16"

5/8"

2"

1/2"

SOUND BATTS PER PARTITION TYPE

type h1

HSS STEEL ABOVE

AIR MEMBRANE, TURN INTO OPENING

BACKER ROD AND SEALANT, SEAL DOOR FRAME TO MEMBRANE

SHEET METAL FLASHING DRIP EDGE

DOOR HEAD INSTALLED AT UNDERSIDE OF STEEL BEAM ABOVE TO PROVIDE MAXIMUM DISTANCE BETWEEN SILL AND ROOF MEMBRANE. SHIM AS REQ.

SIM

WALL ASSEMBLY #1

CONT. SEALANT AT JOINT

(INTERIOR) (EXTERIOR)

TYPE H4

1/2"

MAX

. TRA

NSIT

ION

ALIG

N

LARGE FORMAT PORCELAIN TILE IN THIN SET, TAPER AS REQUIRED SUCH THAT MAXIMUM CHANGE IN FLOOR HEIGHT IS 1/2"

POLISHED CONCRETE FLOOR

SLOPED ALUMINUM THRESHOLD, SCHLUTER 1.8 RENO RAMP OR EQ. MAXIMUM SLOPE 1:8

TYPE S1

SLOPE

EDGE OF SPLIT FACE BEYOND

EDGE OF DOOR AND FRAME

PREMOLDED FILLER

GASKETED THRESHOLD SET IN FULL BED OF SEALANT

TYPE S2

EXTERIOR FINISH BEYOND

EDGE OF DOOR FRAME

ROOFING MEMBRANE, TURN INTO OPENING AND SEAL TO WALL 6" MIN.

SHEET METAL SILL FLASHING WITH END DAMS SET IN FULL BED OF SEALANT

GASKETED ALUMINUM THRESHOLD SET IN FULL BED OF SEALANT

PAINTED BULLNOSE WOOD SILL

PVC TRIM BOARD, PAINT TO MATCH ADJACENT WALL FINISH

WALL BASE AS SCHEDULED

INTERIOR FINISH BEYOND

MIN

.

6"

PERIMETER CANT

2ND FLOOR

DOOR WITH CONTINIOUS GASKET AT SILL

2X8 PT. WD. CURB

ROO

F AS

SEM

BLY

#2

TYPE S3

FIBER CEMENT PANELS W/ EXPOSED FASTENERSTREATED 1X FURRING

SEALANT, TYP.

5/8" GWB, TYP.

FIBERGLASS DOOR & FRAME

2X8 WOOD STUDS @ 16" O.C.

SEALANT AND BACKER ROD

CMU BASE (BELOW)

J-MOLDING BY PANEL MANUFACTURER


J-BEAD

SEALANT, TYP.

(INTERIOR)

(EXTERIOR)

UPPER PLAN

FIBERGLASS DOOR & FRAME

SEALANT AND BACKER ROD


J-BEAD

GROUND FACE CMU

LINE OF SIDING, ABOVE

PROVIDE MFR'S FINISHED OUTSIDE CORNER UNIT

(INTERIOR)

(EXTERIOR)

LOWER PLAN 5/8" GWB, TYP.

2X8 WOOD STUDS @ 16" O.C.

type j2

PER

PART

ITIO

NTY

PE T

HICK

NESS

1 15

/16"

1 15

/16"

1/2"

5/8" GWB OVER WOOS STUDSSEE PARTITION TYPES

HOLLOW METAL FRAME, PTD.

SEALANT BOTH SIDES, TYP.

2X WOOD FRAMING

SOUND BATTS PER PARTITION TYPE

FRAME ANCHOR

2" 5/8"

type j1

SELF ADHEREING SHEET FLASHING

VENT STRIPSHEET METAL FLASHING W/ DRIP EDGE



3/8" STEEL PLATE, PTD.

WALL ASSEMBLY #1

5/8" PWD. BLOCKING

2X8 WD. STUD

HSS BEAM, SEE STRUC.

OVERHEAD DOOR, REFER TO MNFR. SPECIFIC WRITTEN

INSTALLATION INSTRUCTIONS

OVERHEAD ROLLING DOOR

TYPE H3


TYPE S4



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

3" = 1'-0"

A603

DOOR DETAILS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807


PRIME AND PAINT EXPOSED VISIBLE SURFACES OF STRUCTURAL STEEL ELEMENTS SUCH AS BUTNOT LIMITED TO COLUMNS, BEAMS, GIRDERS, X-BRACING, TIE-RODS, AND BRACES.

1.

FINISH SHEET GENERAL NOTES



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

12" = 1'-0"

A604

FINISH SCHEDULES

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

ROOM NO. ROOM NAMEFINISHES

AREA (NET SF) PERIM. (LF) REMARKSFLOOR BASE WALL CEILING

1ST FLOOR1-100 LOBBY F-1 B-1 W-1 213.5 58.9

1-100A VESTIBULE F-1 B-1 W-1 C-2 64.5 32.11-101 OPEN OFFICE AREA F-1 B-1 W-1 N/A 1,303.0 230.3

1-101A LOUNGE F-1 B-1 W-1 N/A 473.4 96.31-102 WOMENS F-1 B-1 W-1 C-1 119.1 50.51-103 MENS F-1 B-1 W-1 C-1 119.9 50.61-104 J.C. F-1 B-1 W-1 C-1 10.7 13.11-105 OFFICE F-1 B-1 W-1 N/A 97.5 40.71-106 OFFICE F-1 B-1 W-1 N/A 120.9 44.41-107 OFFICE F-1 B-1 W-1 N/A 120.9 44.41-108 OFFICE F-1 B-1 W-1 N/A 120.9 44.41-109 OFFICE F-1 B-1 W-1 N/A 120.8 44.41-110 OFFICE F-1 B-1 W-1 N/A 120.8 44.41-111 OFFICE F-1 B-1 W-1 N/A 120.7 44.41-112 OFFICE F-1 B-1 W-1 N/A 286.6 70.21-113 OFFICE F-1 B-1 W-1 N/A 246.0 67.31-114 SHIPPING F-1 B-1 W-1 C-2 85.8 38.4

1-114A STORAGE F-1 B-1 W-1 N/A 306.1 80.41-115 KITCHEN F-1 B-1 W-1 C-2 60.8 32.11-116 IT CLOSET F-1 B-1 W-1 N/A 74.6 45.41-117 OFFICE F-1 B-1 W-1 N/A 99.6 41.01-118 OFFICE F-1 B-1 W-1 N/A 120.9 44.41-119 OFFICE F-1 B-1 W-1 N/A 120.9 44.41-120 OFFICE F-1 B-1 W-1 N/A 138.2 46.11-121 CONFERENCE F-1 B-1 W-1 N/A 321.1 78.22-101 TENANT #2 F-1 B-1 W-1 N/A 1,820.6 171.52-102 WC F-1 B-1 W-1 C-1 54.3 29.62-103 WC F-1 B-1 W-1 C-1 54.3 29.62-104 CORRIDOR F-1 B-1 W-1 C-1 135.7 60.62-105 MECHANICAL CLOSET F-1 B-1 W-1 C-1 116.4 48.12-106 J.C. F-1 B-1 W-1 N/A 8.6 11.93-101 TENANT #3 F-1 B-1 W-1 N/A 4,916.4 352.33-102 WOMENS F-1 B-1 W-1 C-1 123.5 51.73-103 MENS F-1 B-1 W-1 C-1 127.3 51.73-104 J.C. F-1 B-1 W-1 N/A 11.0 13.34-101 TENANT #4 F-1 B-1 W-1 N/A 2,087.3 184.94-102 WC F-1 B-1 W-1 C-1 55.0 29.84-103 WC F-1 B-1 W-1 C-1 55.0 29.84-104 CORRIDOR F-1 B-1 W-1 C-1 111.6 48.54-105 MECHANICAL CLOSET F-1 B-1 W-1 C-1 185.9 55.84-106 J.C. F-1 B-1 W-1 N/A 9.3 12.55-101 D-TECH F-1 B-1 W-1 N/A 2,914.2 260.35-102 WOMENS F-1 B-1 W-1 C-1 117.6 50.25-103 MENS F-1 B-1 W-1 C-1 131.1 50.25-104 J.C. F-1 B-1 W-1 C-1 9.9 12.75-105 SHOWROOM F-1 B-1 W-1 N/A 416.2 81.65-106 SHOWROOM F-1 B-1 W-1 N/A 439.1 83.95-107 OFFICES F-1 B-1 W-1 N/A 884.2 136.9

5-107A CORR. F-1 B-1 W-1 C-1 101.6 50.15-108 VESTIBULE F-1 B-1 W-1 C-2 72.0 34.0

2ND FLOOR1-201 MEZZANINE F-2 B-1 W-1 C-3 965.2 139.81-202 FABRICATION F-2 B-1 W-1 C-3 316.8 86.11-203 FABRICATION F-2 B-1 W-1 C-3 316.4 84.81-204 STAGING F-2 B-1 W-1 C-3 313.2 73.63-201 TENANT #3

MEZZANINEF-2 B-1 W-1 C-3 1,888.3 189.9

5-201 MEZZANINE F-2 B-1 W-1 C-3 933.3 138.25-202 OFFICE F-2 B-1 W-1 C-3 327.4 74.15-203 OFFICE F-2 B-1 W-1 C-3 316.0 71.75-204 OFFICE F-2 B-1 W-1 C-3 285.0 74.1

ROOM FINISH SCHEDULE: TENANT 1 FITOUT

ROOM NO. ROOM NAMEFINISHES

AREA (NET SF) PERIM. (LF) REMARKSFLOOR BASE WALL CEILING

1ST FLOOR1-101 TENANT #1 F-1 B-1 W-1 N/A 4,930.3 310.0 PAINT EXPOSED STEEL1-102 WOMENS F-3 B-2 W-1/W-2 C-1 119.1 50.51-103 MENS F-3 B-2 W-1/W-2 C-1 119.9 50.61-104 J.C. F-2 B-2 W-3 N/A 10.8 13.22-101 TENANT #2 F-1 B-1 W-1 N/A 1,820.6 171.5 PAINT EXPOSED STEEL2-102 WC F-3 B-2 W-1/W-2 C-1 54.3 29.62-103 WC F-3 B-2 W-1/W-2 C-1 54.3 29.62-104 CORRIDOR F-1 B-1 W-1 C-1 135.7 60.62-105 MECHANICAL CLOSET F-3 B-1 W-1 N/A 116.4 48.12-106 J.C. F-2 B-2 W-3 N/A 8.7 12.03-101 TENANT #3 F-1 B-1 W-1 N/A 4,922.0 320.0 PAINT EXPOSED STEEL3-102 WOMENS F-3 B-2 W-1/W-2 C-1 123.5 51.73-103 MENS F-3 B-2 W-1/W-2 C-1 127.3 51.73-104 J.C. F-2 B-2 W-3 N/A 11.1 13.44-101 TENANT #4 F-1 B-1 W-1 N/A 2,091.8 185.1 PAINT EXPOSED STEEL4-102 WC F-3 B-2 W-1/W-2 C-1 55.0 29.84-103 WC F-3 B-2 W-1/W-2 C-1 55.0 29.84-104 CORRIDOR F-1 B-1 W-1 C-1 111.6 48.54-105 MECHANICAL CLOSET F-3 B-1 W-1 C-1 185.9 55.84-106 J.C. F-2 B-2 W-3 C-1 9.8 12.75-101 TENANT #5 F-1 B-1 W-1 N/A 4,914.1 317.8 PAINT EXPOSED STEEL5-102 WOMENS F-3 B-2 W-1/W-2 C-1 117.6 50.25-103 MENS F-3 B-2 W-1/W-2 C-1 131.1 50.25-104 J.C. F-2 B-2 W-3 N/A 10.0 12.7

2ND FLOOR1-201-1 TENANT 1 MEZZANINE 1,951.4 190.5 SEE FITOUT FOR FINISHES3-201-1 TENANT 3 MEZZANINE 4,808.8 312.55-201-1 TENANT 5 MEZZANINE 1,895.6 192.0 SEE FITOUT FOR FINISHES

ROOM FINISH SCHEDULE: CORE & SHELL

TAGINFORMATION

REMARKSDESCRIPTION FINISH MANUFACTURER MODEL SIZE COLOR

B-2 TILE BASE - ERGON STONE PROJECT 4" X 24" CHARCOALC-1 2'X2' ACT CORTEGA, TEGULAR ARMSTRONG 15/16" STANDARD GRID 24" X 24 WHITEC-2 GYPSUM WALL BOARD PAINT BY GC - - -C-3 EXPOSED WOOD DECKING CLEAR MATTE SEALER - PROVIDE SAMPLEF-1 GROUND & POLISHED CONCRETE CLEAR MATTE SEALER - - -F-2 STATIC DISSAPATIVE VINYL TILE - JOHNSONITE IQ TORO SC 24" X 24" SIDEWALK 0578 MOUNT OVER 1/4" PWD.F-3 PORCELAIN TILE - ERGON STONE PROJECT 12" X 24" GRAY VEIN CUTPT-A PAINT - BY GC - -PT-B PAINT - BY GC - -W-1 GYPSUM WALL BOARD PAINT BY GC - -W-2 PORCELAIN TILE ERGON STONE PROJECT 12" X 24" GRAY VEIN CUTW-3 FRP TEXTURED - - - WHITE

finish materials schedule


W02 W03

F.F

WINDOW TYPE

W01SKYLIGHT

2'-0"

7'-6

1/2"

6'-5"

2'-0"4'-2"

7'-8"

IGU-2, TYP.

1-100-1

B-1W-1

8'-3 3/4" V.I.F.

SEAL MULLION TO CURTAIN WALL FRAME WITH CONT. SEALANT

ALIGN

5A801

_________

1'-6"

5-108-1

W-1B-1

8'-1 3/4" V.I.F.

1'-6"

5A801

_________

STOREFRONT DOOR

SEE PLAN

8'-2"

3'-4"

B-1 W-1

9'-2 1/2" V.I.F.

SEAL MULLION TO CURTAIN WALL FRAME WITH CONT. SEALANT

1'-6"

ALIGN

___________________2

A801ALL DIMENSIONS AND RELATIONSHIPS MUST BE VERIFIED BY CONTRACTOR.


SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

As indicated

A605

WINDOW SCHEDULE

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A605 3/8" = 1'-0"1 1-100A-VESTIBULE - EAST

A605 3/8" = 1'-0"3 5-102 VESTIBULE - NORTH

INTERIOR STOREFRONT

A605 3/8" = 1'-0"4 TENANT ENTRY DOORS

A605 3/8" = 1'-0"2 5-102 VESTIBULE EAST

TRANSOM


B-1

1-202-1 1-204-1W-1

CURVED GLU-LAM BEAM

1-203-1

GWB C.J.

GWB C.J.

DRYWALL CONTROL JOINT

B-1

JUNC

TIO

N BO

X CL

.

8'-6"

TO

LIG

HT F

IXTU

RE

5-107A-1

W-1

ALIGNGWB C.J.

2-103-12-102-1 2-104-1

JUNC

TIO

N BO

X CL

.

8'-6"

TO

LIG

HT F

IXTU

RE

2-106-1

B-1

W-1___________________

5A503

W-1

B-1

1-121-1

1ST FLOOR0"

2ND FLOOR11'-8"

5.45.6

GWB C.J.

5-105-1 5-107A-2 5-106-1

GUARDRAIL

Sim5

A501_________

W-1

B-1

2ND FLOOR11'-8"

5.45.6

5-203-1

GWB C.J.

B-1

W-1



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

As indicated

A701

INTERIOR ELEVATIONS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A701 1/4" = 1'-0"3 1-201-MEZZANINE - NORTH

A701 1/4" = 1'-0"2 5-103 OFFICES - NORTH

A701 1/4" = 1'-0"1 2-101 TENANT #2 - NORTH

A701 3/8" = 1'-0"6 1-101 OPEN OFFICE AREA - SOUTH


A701 1/4" = 1'-0"4 5-101 D-TECH - SOUTH

A701 1/4" = 1'-0"5 5-201 MEZZANINE - SOUTH

12A501

_________

1-117-1 1-118-1 1-119-1 1-120-1 1-100-1W-1

B-1

PAINTED WOOD TRIM, SEE DETAIL

10'-6

"

W-1

W-1

W-1

W-1

GWB C.J.

ALIGN

DRYWALL CONTROL JOINT

OPEN TO BEYONDW-1

B-1

8'-0"

W-1

7'-6"OPEN TO BEYOND

B-1

W-1

1-107-11-106-1 1-108-1 1-109-1 1-110-1 1-111-1 1-112-11-105-1

6A801

_________

PAINTED WOOD TRIM, SEE DETAIL

10'-6

"

8'-0"

GWB C.J. GWB C.J. GWB C.J.

8'-0"

W-3 W-1

B-1

EXHAUST HOOD, SEE MEP FOR DETAILS

SPRAY ENCLOSURE WITH CURTAIN

1A801

_________

6'-6"



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

3/8" = 1'-0"

A702

INTERIOR ELEVATIONSTENANT 1

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A702 3/8" = 1'-0"4 1-101 OPEN OFFICE AREA - EAST

A702 3/8" = 1'-0"2 1-101 OPEN OFFICE AREA - NORTH

A702 3/8" = 1'-0"3 1-101 OPEN OFFICE AREA WEST

A702 3/8" = 1'-0"1 1-203 SPRAY AREA


3/4"

1/4"

SEEPLAN

1/4" LATTICE PAINTED BLACK

L-CASING BEAD AT GWB TERMINATION

WOOD FRAMED PARTITION

1/2"PAINTED RECTANGULAR

WOOD CAP

CONTINIOUS BEAD OF SEALANT AT JOINT, BOTH SIDES

INTERIOR STOREFRONT SYSTEM

SEEPLAN

(2) 2X10 WD. HEADER

5/8" GWB, TYP.

PAINTED WD. CAP, SEE DETAILS

2X4 WD FRAMING, TYP.

SEE RCP

EDGE OF WALL BEYOND

2X4 WD. CEILING JOIST

SEE PLAN

GWB CORNER BEAD

1/2"

MAX

.


LARGE FORMAT PORCELAIN TILE IN

THINSET, TAPER AS REQUIRED SUCH THAT

MAXIMUM CHANGE IN FLOOR HEIGHT IS 1/2"

SLOPED ALUMINUM THRESHOLD, SCHLUTER

1.8 RENO RAMP OR EQ. MAXIMUM SLOPE 1:8

ALIG

N

FACE OF WALL BEYOND

(2) 2X8 WD. HEADER, TYP.

5/8" GWB, TYP.

8'-0" A.F.F.

EDGE OF WALL BEYOND

2X4 SOFFIT FRAMING, SECURE TO STRUCTURE ABOVE

EXHAUST HOOD, SEE MEP FOR

NON-COMBUSTIBLE SPRAY CURTAIN WITH CEILING-MTD INDUSTRIAL TRACK. HEAVY DUTY CARRIERS(BASIS-OF-DESIGN: AKON)

6'-6" A.F.F.

2X4 CEILING JOIST @ 16" O.C.

THREADED ROD CEILING HANGING KIT, PER MNFR. SPECIFIC WRITTEN INSTRUCTIONS

PROVIDE CONT. SLNT. AT JOINT

1'-6"

CURTAINWALL SYSTEM

PROVIDE CONT. SLNT. AT JOINT

2X8 WD. BLOCKING

OPEN WEB WD. JOIST, TRIM BOTTOM CORD AS REQUIRED TO

ACCOMIDATE CEILING SOFFIT

5/8" GWB. CEILING, TYP

HORIZONTAL 2X4 WD. CEILING FRAMING @ 16" O.C.

+9'-7"WD. BLOCKING 1'-8 1/2"

STEEL BEAM, SEE STRUC.



SCALE:

DATE:

DRAWN:FILENAME:

DRAWING TITLE

REVISIONSMARK DATE

CHECKED:

SEAL

CLIENT:



PH: 215.523.9190

CIVIL ENGINEERS



PH: 609.343.2390



PH: 215.925.3788



MOORESTOWN, NJ 08057PH: 856.778.5400


WALL TWP., NJ 07727PH: 732.449.0099



08210

1 1/2" = 1'-0"

A801

INTERIOR DETAILS

JCRS

11/09/2018

ISSUED FOR BID



PROJECT NO.: 01-01-14807

A801 1 1/2" = 1'-0"6 1 WOOD WALL CAP

A801 1 1/2" = 1'-0"5 PLAN DETAIL @ INT. STOREFRONT JAMB

A801 1 1/2" = 1'-0"3 CONFERENCE ROOM SOFFIT

A801 1 1/2" = 1'-0"4 TILE TRANSITION DETAIL

A801 1 1/2" = 1'-0"1 EXHAUST HOOD SOFFIT

A801 1 1/2" = 1'-0"2 5-102 - VESTIBULE SOFFIT


cape may county lower township nj 08242 hornet … projects/cape may multi... · 12/28/2018 ·...

Documents