7230 Meade Street Westminster Public Schools...Construction Documents Cover OWNER: WESTMINSTER...

Construction Documents

Cover

OWNER:WESTMINSTER PUBLIC SCHOOLS7002 RALEIGH STREETWESTMINSTER, CO 80030Contact: Don CiancioPhone: 720-542-5100

ARCHITECT:DAO ARCHITECTURE7230 MEADE STREETWESTMINSTER, CO 80030Contact: Dan OrecchioPhone: 720-273-0431

MECHANICAL, ELECTRICAL AND PLUMBINGENGINEERS:CATOR RUMA & ASSOCIATES, CO.896 TABOR STREETLAKEWOOD, CO 80401Contact: Kevin MillerPhone: 303-462-8442

Westminster Public SchoolsSherrelwood Elementary Door Replacement Project

8095 Kalamath St. Denver, CO 80221DAO No.: 2018-030

Construction Documents SubmittalNovember 9, 2018

Index of DrawingsCover - Index Of Drawings/ Project LocationG0.0 - Standard Symbols and Abbreviations/ General Notes/ Building Code DataA1.0 - First Floor Demolition Key Plan, Demolition Plan Details, First Floor Key Plan, Plan DetailsA6.0 - Interior Elevations/ Door Schedules & DetailsE1.0 Electrical Legends, Schedules, and One LineE2.0 Electrical SpecificationsE3.0 First Floor Power and Systems Plan

ACSD 50 BOUNDARY MAP SITE MAP

SEE SITE MAP

PROJECT LOCATION

DAO No.:

Area for DAO logo

Area for consultants logos

Area for revision tagsStart with revision #1 at the bottom

As revision #'s are added, they are addedabove the previous revision #

Area for Key Plan

Area for sheet # and Title

Area for Professional Stampor Progress Print and the like stamp

Area for Project Information

7230 Meade StreetWestminster, CO 80030

Phone: 720.273.0431Email: [email protected]

Web: www.daoarch.com

November 9, 2018

2018-030

Denver, CO 802218095 Kalamath St.

ProjectDoor ReplacementSherrelwood ElementaryWestminster Public Schools

CLASSROOM1CLASSROOM

2CLASSROOM3

CLASSROOM4

CLASSROOM5

CLASSROOM6

CLASSROOM7

CLASSROOM8

CLASSROOM9

CLASSROOM10

CLASSROOM11

CLASSROOM12

CLASSROOM13

CLASSROOM14

CLASSROOM15

CLASSROOM16

CLASSROOM17

CLASSROOM18

PRINCIPAL19

Function of Space = Educational - Classrom AreaOccupant Load Factor = 20 (per Table 1004.1.2)Occupant Load of Room = 650 SF/ 20 = 33

Function of Space = BusinessOccupant Load Factor = 100 Gross (per Table 1004.1.2)Occupant Load of Room = 234 SF/ 100 = 3

*

NEW 1 HR RATED FIRE PARTITION (UL 419) WITHNEW 20 MINUTED RATED FIRE DOOR ASSEMBLY

**

NEW 1 HR RATED FIRE PARTITION (UL 419) WITHNEW 20 MINUTED RATED FIRE DOOR ASSEMBLY

NEW MAGNETIC HOLD-OPEN DEVICE TIED INTO THEEXISTING FIRE ALARM SYSTEM (ALTERNATE #1)

*

*

*

*

*

* *

*

*

*

**

****

**

* *

THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND

IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE

GENERAL NOTES1.

CONDITIONS SHOWN ON PLANS PRIOR TO COMMENCEMENT OF THE WORK .

INSTALLATION OF NEW WORK WITHIN THESE EXISTING CONDITIONS .ANY DEVIATIONS IN EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALLBE COORDINATED WITH THE ARCHITECT AND OWNER IN ORDER TO MODIFYPLANS ACCORDINGLY .

ALL DISCIPLINES SHALL BE RESPONSIBLE FOR THEIR SCOPE OF WORK .2.THIS WORK IS TO BE SCHEDULED AND COMPLETED WITH THE GENERALCONTRACTOR'S FULL KNOWLEDGE .

ALL HOT WORK ACTIVITIES (I.E. USING HEAT GUNS, SOLDERING, BRAZING, WELDING, 3.GRINDING, METAL CUTTING, ETC.) OR OTHER ACTIVITIES INVOLVING FLAMES ORSPARKS SHALL BE PRECEDED BY OBTAINING AN APPROVED HOT WORK PERMIT IF REQUIRED.

THE PROJECT STAGING AREA / CONSTRUCTION ACTIVITIES SHALL NOT CAUSE THE4.OBSTRUCTION OF PATHS OF EGRESS INSIDE THE BUILDING, BLOCK EXIT DISCHARGEFROM THE BUILDING, OR IMPEDE EMERGENCY VEHICLE ACCESS TO THE BUILDING.COORIDORS MAY NOT BE USED AS STAGING AREAS OR AS AREAS FOR DEBRISCOLLECTION.

ALL NECESSARY MEASURES SHALL BE TAKEN TO PREVENT THE NUISANCE ACTUATION5.OF ANY NEARBY SMOKE OR DUCT DETECTORS BY CONSTRUCTION ACTIVITIES THATCREATE DUST OR FUMES INSIDE THE BUILDING.

THE CONTRACTOR SHALL NOT HANDLE OR DISABLE ANY FIRE SYSTEMS DEVICES.6.ONLY DISTRICT FIRE SYSTEMS PERSONNEL MAY HANDLE OR DISABLE EXISTING FIRESYSTEMS. ANY OUTAGES REQUIRED FOR THE EXISTING FIRE SYSTEMS SHALL BEPERFORMED ACCORDING TO THE DISTRICT PROCEDURES.

ALL WORK IS TO BE PERFORMED ACCORDING TO THE WESTMINSTER PUBLIC SCHOOLSBUILDING AND CONSTRUCTION STANDARDS.

7.

THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DETECTION OR REMOVAL OF ANYHAZARDOUS MATERIALS, INCLUDING, BUT NOT LIMITED TO, ASBESTOS IN ANY FORM. PARTIESRESPONSIBLE FOR DEMOLITION SHALL NOTIFY THE OWNER IMMEDIATELY OF ANYSUSPECTED MATERIALS.

8.

Standard Symbols andAbbreviations/General Notes/Building Code Data

G0.0

STANDARD ABBREVIATIONS

THROUGHTHRU

C&G

FS

OF

CURB & GUTTER

FULL SIZE

OUTSIDE FACEOWNER FURNISHED CONTRACTOR INSTALL

OWNER FURNISHED OWNER INSTALLED

PORTLAND CEMENT PLASTER

REINFORCED CONCRETE PIPE

CUBICLECUB

INLETINL

R

DRINKING FOUNTAINDRAPERY FABRIC

DOUBLE GLAZING

DF

DIVDISTDIMDIADHDFR

DEPTDBL GLZ

DFDET

CWCUR

DIVIDERDISTANCE

DIMENSIONDIAMETER

DOUBLE HUNGDOOR FRAME

DETAILDEPARTMENT

COLD WATERCURRENT

JC

KPLKOPKOKBJTJST

JANINV ELINVINTRINSULINSTL

KICK PLATEKNOCKOUT PANEL

KNEE BRACEKNOCKOUT

JOINTJOIST

JANITOR'S CLOSETJANITOR

INVERT ELEVATIONINVERT

INTERIORINSULATION

INSTALLATION

REMREINFREFRECTRECPTRECDRECRDRCPRCRBRRBRAD

GENL CONTR

GLU LAM

GLZ CMU

GYP PLAS

HEATING, VENTILATION, AIR CONDITIONING

CMPST

H&CW

COMPOSITECONCRETE MASONRY UNIT

CONCRETE FLOOR

CONSTRUCTION

COMPRESSIBLE

CIRCUMFERENCECOLD ROLLED STEEL

CABLE TELEVISION

CONTR

CRS

CSWK

C TVCT

CSGCSKCSMT

COORDCORRCOV PLCPRS

CRCMFCPT

COMPLCONCCONC FL

CONNCONSTRCONT

CONF

COMM

COCOL

CMUCNRCNTR

HMF

CONTRACTOR

CASINGCOUNTERSUNK

CERAMIC TILECASEWORKCASEMENT

COORDINATECORRIDOR

COVER PLATE

CARPET

HTG

INCANDIFIDHYD

HVACHW

HSBHSHRHORIZ

HNDRLHO

COMPLETECONCRETE

CONFERENCE

CONNECTION

CONTINUOUS

CORNERCOUNTER

CLEANOUTCOLUMN

COMMERCIAL

HDBD

HLB

HMDHM

HDRHDWDHGT

HCMU

HDJTHD

HBHCHC

CAST IN PLACE

CLOSED CIRCUIT TELEVISION

CEMENT PLASTER

COUNTER FLASHING

CORNER GUARD

CONTROL JOINT

CEILING DIFFUSERCEILING HEIGHT

CONTRACT LIMIT LINE

CHFR

CLGCLG DIFFCLG HT

CLOS

CLSRCLR

CLL

CIRCJCL

CIP

CHKCI

CEM PLAS

CER TILEC FLG

CHAN

CH BDCG

CER

CARP

CCTV CB

CEM

CAB

CAV

GL

CHAMFER

CEILING

CLOSETCLEAR

CLOSURE

CHECKCAST IRON

CIRCLE

CENTER LINE

GR BM

GYP

H

GRTGGUT

GR

GNDGPDW

GL BLK

GLZ

CERAMICCERAMIC TILE

CHANNEL

CHALKBOARD

CABINETCARPETCAVITY

CATCH BASIN

CEMENT

GA

GENL

GFI

GALV

GDRLGB

FURR

FXTRFUT

FSPFSTNRFTG

PGBD

HOT & COLD WATERHOSE BIBB

HOLLOW COREHANDICAP

HOLLOW CONCRETE MASONRY UNITHEAVY DUTYHEAD JOINT

HARDBOARDHEADER

HARDWOODHEIGHT

HORIZONTAL LOUVER BLINDSHOLLOW METAL

HOLLOW METAL DOORHOLLOW METAL FRAME

INCANDESCENTINSIDE FACE

INSIDE DIAMETERHYDRANT

HOT WATER

HEATINGHIGH STRENGTH BOLT

HIGH STRENGTHHOUR

HORIZONTALHOLD-OPEN

HAND RAIL

PRELIM

QUALQTYQTPWRPVMTPVGPVCPTNPTPTPSPROJPRKG

PHPLPLAMPLASPLATPLBGPLYWD

PREFABPRPOSPOLYISOPOLYPOL

FIRE STANDPIPEFASTENER

FOOTINGFURRINGFUTUREFIXTURE

GYPSUM ASSOCIATION

GALVANIZEDGRAB BAR

GUARD RAILGENERAL

GENERAL CONTRACTORGROUND FAULT INTERRUPTER

GLASS BLOCKGLASS

GLUE LAMINATEDGLAZING

GLAZED CONCRETE MASONRY UNITGROUND

GYPSUM DRY WALLGRADE BEAM

GRADEGRATINGGUTTERGYPSUM

GYPSUM PLASTERHIGH

P/C

PFP

PARPARGPBPBDPCPCPLASPEDPERFPERIMPERMPERPPF

OFCIOFFOFOIOHOHDOPEROPNGOPPOPTORIGOVHDOXYOZ

WIRE GLASSWGL

RISER

WATER RESISTANTWEATHERSTRIPPING

WELDED WIRE MESHCROSS SECTION

WATERPROOFING

REMOVABLEREINFORCEMENT

REFERENCERECTANGULAR

RECEPTACLERECEIVED

RECESSEDROOF DRAIN

REINFORCED CONCRETE

RUBBER BASERUBBER

RADIUS

WSCT

X SECT

WTRPRFWWM

WTWTR

WHSEWLWLDWRWS

WH

WAINSCOTWEIGHTWATER

WAREHOUSEWIND LOAD

WALL HUNG

WELDED

TOP OF FLANGETOP OF FINISH FLOOR

UPHOLSTERY FABRICUNDER FLOOR DUCT

UNDERWRITERS LABORATORY

UNLESS NOTED OTHERWISEUNITERRUPTIBLE POWER SUPPLY

VAPOR BARRIER

VISUAL DISPLAY BOARD

VARIABLE AIR VOLUME

VAPOR RETARDER

VINYL COMPOSITION TILE

VINYL WALL COVERING

WALL COVERING

WOOD FLOORING

TEMPERED GLASS

UTIL

PEGBOARD

PRELIMINARY

QUANTITYQUARRY TILE

PAVEMENT

POLYVINYL CHLORIDEPARTITION

PORCELAIN TILE

PROJECTION SCREENPROJECTPARKING

QUALITY

POWER

PAVING

PAINT

PLASTIC LAMINATEPLASTIC LAMINATE

PLASTERPLATFORMPLUMBINGPLYWOOD

PREFABRICATED

POSITIVEPOLYISOCYANURATE

POLYSTYRENEPOLISHED

PAIR

PHASE

VT

WCWCPT

WDDWDWWFWF

WD

WC

W/OW

VWCW/W/W

VDBVERTVEST

VNRVOLVR

VIB

VB

VCTVB

VVACVAV

PRECAST

PRE-FINISHED PANELS

PARALLELPARGING

PANIC BARPARTICLE BOARD

PORTLAND CEMENT

PEDESTALPERFORATED

PERIMETERPERMANENT

PERPENDICULARPANEL FABRIC

OVERHEADOVERHEAD DOOR

OPERABLE

OPPOSITEOPTIONALORIGINAL

OVERHEAD

OPENING

OXYGENOUNCE

OFFICE

TRNBKL

UL

UNEXUNFINUNOUPSUR

ULT

UFUFDUG

TSTVTYP

TOFTOFF

TOSTOTTOW

TOJTOL

TMPDTMPD GL

TKBD

TNLTO

TLT

UTILITY

VINYL TILE

WALL CARPET

WINDOW

WIDE FLANGE

WOOD DOORWOOD

WITHOUTWALL TO WALL

WATER CLOSETWEST

WITH

VERTICALVESTIBULE

VENEERVOLUME

VIBRATION

VINYL BASE

VACUUMVOLT

TURNBUCKLE

ULTIMATEUNEXCAVATED

URINAL

UNFINISHED

TUBE STEELTELEVISION

UNDERGROUND

TYPICAL

TOP OF JOIST

TOP OF STEELTOTAL

TOP OF WALL

TOLERANCE

TUNNELTOP OF

TEMPEREDTOILET

TACKBOARD

LIGHTWEIGHT CONCRETE MASONRY UNIT

MEDIUM DENSITY FIBERBOARDMEDIUM DENSITY OVERLOAD

METAL LABORATORY CASEWORK

ALUM

ENCL

LVR

ALUMINUM

ENCLOSURE

EXST GR

BITUM

F/F

BITUMINOUS

BACK OF CURBBOTTOM OF WALL

BRIDGING JOIST

BEARING PLATE

BUILT-UP ROOF

BOTTOM OF WALLCENTER TO CENTER

BRDG JST

BS

BWBWC/C

BSMTBTMBUR

BRG PL

BRKTBRSBRZ

BRG

BRK

BLST

BRCG

BOWBP

BMBOBOC

BLDG

BLKGBLKHD

BLK

BJTBL

FLG

BOTH SIDESBASEMENT

BOTTOM

BOTH WAYS

BEARING

BRICKBRACKET

BRASSBRONZE

FOC

FPRFFRMFRNT

FOMFOSFPL

FLR FINFLT GLFLUOR

FLRFLR SKFLR PL

BALLASTBEAM

BOTTOM OF

BASE PLATEBRACING

BED JOINTBASE LINEBUILDING

BLOCKBLOCKINGBULKHEAD

FFE

FIN

FLDGFL

FGLFIN GRFIN FL

FDNFECFF

FBDFCFD

ACCESS PANEL

ARCHITECT (URAL)

ABOVE SUSPENDED CEILING

ASYMMETRICAL

ACOUSTICAL WALL COVERINGACOUSTICAL WALL PANELBALLED AND BURLAPPED

BULLETIN BOARDBOTTOM OF CURB

BELOW FINISH FLOORBACKFLOW PREVENTER

AV

BB

BFBFFBFP

BCBDBEV

B&BBAFBAL

AVEAWCAWP

APAPPXARCH

ASPHASYM

ASCASB

AMPL

ANODANN

ANT

AMB

AMT

EST

AUDIO VISUAL

BOARDBEVEL

BOTH FACES

AVENUE

BAFFLEBALANCE

EXSP

EXTNEIFSF BRK

EXST

EXT

EXH HDEXH FNEXP

EXCEXG

EW

APPENDIX

ASBESTOS

ASPHALT

AMBIENTAMPLIFIER

AMOUNTANNUNCIATOR

ANODIZEDANTENNA

EQL SP

ERECTESCALESMT

EQUIPEQUIV

EQ

EPEPSEPX

ENGRENTREO

MKRBD

FACE TO FACE

FLOWLINE

FIREPROOFING

FIBERBOARDFIRE COATEDFLOOR DRAINFOUNDATION

FIRE EXTINGUISHER CABINETFACTORY FINISH

FINISH FLOOR ELEVATIONFIBERGLASS

FINISH GRADEFINISH FLOOR

FINISH

FOLDINGFLANGE

FLOORFLOOR SINK

FLOOR PLATEFLOOR FINISHFLOAT GLASS

FLUORESCENTFACE OF CONCRETEFACE OF MASONRY

FACE OF STUDFIREPLACE

FRAMEFRONT

N

O/O

N/ANEGNFNICNONOMNSNTS

OAOCODOD

MLMLCMLDGMLWK

MOMODMTDMTGMTLMTRMULLMULTMVBL

ELECTRICAL OUTLET

ENGINEERENTRANCE

ELECTRICAL PANELEXPANDED POLYSTYRENE

EPOXY FLOOREQUALLY SPACED

EQUALEQUIPMENT

EQUIVALENTERECTION

ESCALATOREASEMENTESTIMATE

EACH WAYEXCAVATE

EXISTINGEXHAUST HOOD

EXHAUST FANEXPANSION

EXPOSEDEXISTING

EXISTING GRADEEXTERIOR

EXTENSIONEXTERIOR INSULATION & FINISH SYSTEM

FIRE BRICK

MEMEMECHMEDMEMBMEZZMFGMFRMHMILMINMIRMISCMK

LW PLASLWC

MAINTMARBMASMATLMAXMBMBRMCMDFMDO

M

DR CLSR

EMER SHR

AIR CONDITIONING

ACOUSTICAL INSULATIONACOUSTICAL PANEL

ACOUSTICAL PLASTER

ACID RESISTANT

ACOUSTICAL TILE

AUTOMATIC DOOR CLOSER

ACCESS FLOORABOVE FINISHED FLOORABOVE FINISHED GRADE

ABOVE FINISHED SLAB

AIR HANDLING UNITALUMINUM DOOR

ADDL

AFSAGGR

ALDALMALT

AHRAHU

ADDM

ADJCAFAFFAFG

ADJ

ACOUS INSULACOUS PNLACOUS PLASACOUS TILEACTADADC

ACOUSACID RES

ABBR

AC

AB

ABV

DWG

ADDITIONAL

AGGREGATEANCHOR

ALARMALTERNATE

ADDENDUMADJUSTABLE

ADJACENT

EJ

EMER

ENAM

ELECELEV

EL

EEAEF

DWTR

DWLDWR

ACTUALAREA DRAIN

ANCHOR BOLT

ABOVE

ACOUSTICAL

ABBREVIATE

DUPLDVTLDW

DSTDS

DT

DN

DRDO

DMPF

DJDL

ARCHITECT/ENGINEERA/E

DIW

DUMBWAITER

EACH

DOUBLE JOISTDRAPERY LINERDAMPPROOFING

DOWN

DOOR CLOSUREDOWNSPOUT

DOOR STOPDRAIN TILEDUPLICATE

DOVETAILDISHWASHER

DRAWINGDOWEL

DRAWER

EAST

EACH FACEEXPANSION JOINT

ELEVATIONELECTRICAL

ELEVATOREMERGENCY

EMERGENCY SHOWERENAMEL

DOORDITTO

LIN

LL

LIQLKRLKR RM

LNTLLOCLONGLRGLSLTLT WTLTGLVL

LAVLBLBRLCMULD BRGLDGLFLGLHLHR

DEIONIZED WATER

SJ

LOUVER

SLIP JOINT

SUB-FLOOR LEVELING SYSTEM

STAINLESS STEELSOLID SURFACING MATERIAL

SOUND TRANSMISSION CLASS

STRUCTURAL STEEL

SUSPENDED CEILINGSHEET VINYL BASE

SHEET VINYL FLOOR

TONGUE & GROOVE

TEST BORING-xx (E.G. TB-1)

TRANSITION EDGE

STL PL

MARKERBOARD

NORTH

OUT TO OUT

NOT APPLICABLENEGATIVE

NEAR FACENOT IN CONTRACT

NEAR SIDENOT TO SCALE

OVERALLON CENTER

OUTSIDE DIAMETEROVERFLOW DRAIN

NUMBERNOMINAL

MATCH LINE

MOLDINGMILLWORK

MASONRY OPENING

MOUNTED

MULTIPLEMOVABLE

MULLION

MEETINGMETAL

MORTAR

MODULE

SYST

TD

THRES

TECHTEMPTERTHK

TE

TB-xxTB

TC

T&BT&GT

SURFSUSPSUSP CLG

SYMM

SVFSYM

SVB

STORSTRUCTSTRUCT STLSUPPL

STLSTN

MATCH EXISTINGMISCELLANEOUS EQUIPMENT

MECHANICAL

MEMBRANEMEZZANINE

MANUFACTURINGMANUFACTURER

MANHOLEMILLIMETER

MISCELLANEOUSMIRROR

MARK

MINIMUM

MEDIUM

LIGHTWEIGHT PLASTERLIGHTWEIGHT CONCRETE

MAINTENANCE

MASONRYMATERIALMAXIMUM

MARKERBOARD

METAL CLADMEMBER

MARBLE

METER

SQFT

ST

STAG

STL JST

STDSTIR

ST

STC

SQINSQYDSSKSSSSM

SQ

SMLS

SPRT

SPCLSPECSPKLRSPKR

SP

SLSSLVSM

SK

SLASLP

STEEL PLATE

SYSTEM

TRENCH DRAIN

THRESHOLD

TECHNICALTEMPORARY

TERRAZZOTHICK

TOP & BOTTOM

TABLETACKBOARD

TOP OF CURB

SURFACESUSPENDED

SYMBOLSYMMETRICAL

STEELSTONE

STORAGESTRUCTURAL

SUPPLEMENT

SQUARE FOOT

STAINSTREET

STAGGERED

STANDARDSTIRRUP

STEEL JOIST

SQUARESQUARE INCH

SQUARE YARDSERVICE SINK

SEAMLESS

SUPPORT

SPACINGSPECIAL

SPECIFICATIONSPRINKLER

SPEAKER

SLATESLOPE

SLEEVESHEET METAL

SINK

ROUGH OPENINGRUBBER STAIR TREAD

SPLASH BLOCK

SOLID CONCRETE MASONRY UNIT

SYSTEMS FURNITURE

LINOLEUM

LIVE LOADLOCKER ROOM

LOCATIONLONGITUDINAL

LUMP SUM

LIGHTWEIGHTLIGHTING

LEVEL

LARGE

LIGHT

LINTEL

LIQUIDLOCKER

LAVATORY

LOAD BEARING

LINEAR FOOT

LEFT HANDLEFT HAND REVERSE

LENGTH

LANDING

POUNDLUMBER

SALV

SECT

SHTHGSHVLSIM

SFSGLSHR

SCMUSCRNSD

SBSCSCH

RO

RVSSS

RST

RVRT

RND

SALVAGE

SECTION

SINGLESHOWER

SHEATHINGSHELVES

SIMILAR

SOLID CORESCHEDULE

SCREENSTORM DRAIN

ROOF VENTRUBBER TILE

REVERSESOUTH

SEATING

ROUND

LATLABLKWY

RIGHT HAND REVERSE

RECESSED FLOOR MAT

LAY-IN ACOUSTICAL TILELABORATORY

LEFT

RESIL

RHRHR

RFGRFM

KEYWAY

REQD

RIGHT HANDROOFING

RESILIENTREQUIRED

SHEET METAL SHINGLES/SIDING

CONCRETECERAMIC /BRICK

ELEVATION INDICATIONS

CONCRETE /

PRECAST CONCRETE

LIMESTONE

EARTH/COMPACTFILL

EARTHWORKS

EARTHNON COMPACTED FILL

GRAVEL/POROUS

SAND/MORTAR/PLASTER

CONCRETE

CONCRETE

MASONRY

CONCRETEBRICKCOMMON/FACE

BLOCK

SOAPSTONE/FLAGGINGBLUESTONE/SLATE/

STONE

RUBBLE

METAL

ALUMINUM STEEL

SHIMFINISH

WOOD

ROUGH PLYWOOD

STRUCTURAL

GLASS

GLASS GLASS BLOCK

SPRAY/FOAMBATT/LOOSE

INSULATION

RIGIDFILL

TILECARPET AND

FINISHES

ACOUSTICALPAD

CERAMIC TILEWALLBOARDGYPSUM

CAST-IN-PLACE CONCRETE MASONRY

PARTITION INDICATIONS

METAL STUD

PORCELAIN TILE PLASTER / GPDW MASONRY UNIT

WALL TYPE REFERENCE

MATCH LINE

DEMOLITION INDICATOR

REVISION INDICATORNo.

LOUVER/OPENING IDENTIFIER

ROOM IDENTIFIER

WINDOW/OPENING IDENTIFIER

DOOR/OPENING IDENTIFIER

GRID LINE

ELEVATION REFERENCEFIN. FLR.EL: 100'-0"

No.

L-2

AL-2

CORRIDOR

001

015

SECTION REFERENCE

DETAIL REFERENCE NUMBER

SHEET ON WHICH IT IS FOUND

DETAIL REFERENCE

ELEVATION REFERENCE

CROSS SECTION REFERENCE

Sht.No.

Sht.No.

Sht.No.

Sht.No.

9Sht.No.

Sht.No. DETAIL OR SECTION NUMBER

No.

WOOD STUD

BRASS/BRONZE

FIRE BRICK STRUCTURALFACING TILE

TECTUM

MATERIALS SYMBOLS

CONCRETE

REFERENCE SYMBOLS

APPROVED STATE BUILDING CODES

2015 International Building Code with1010.1.11 Classroom Door Hardware Amendment

2015 International Existing Building Code withRepair or Replacement of Door Hardware in Classroom Amendment

2015 International Fire Code including Appendices B and C with703.2 Opening Protectives and 1031.10 Amendments

2015 International Energy Conservation Code2015 International Mechanical Code2015 International Residential Code

CODE ANALYSIS* Existing Building was constructed in 1967.* Existing Building is not fully sprinklered.* Per 2015 IEBC, Section 403 Alteration, Alterations shall be such that the existing building orstructure is no less conforming to the provisions of the International Building Code than theexisting building was prior to the alteration.* Per 2015 IEBC, Section 410.6 Alterations, Exception 2. Accessible means of egress required byChapter 10 of the International Building Code are not required to be provided in existing facilities.* Per 2015 IBC, Section 602 Construction Classification, 602.5 Type V: Existing Construction Typeis considered to be Type VB, where the required fire rating for all building elements is zero perTable 601 and Table 602* Per 2015 IBC, Section 1020 Corridors, Table 1020.1: Walls at corridors serving an occupant loadgreater than 30 for Educational Occupancies in buildings without a sprinkler system shall be onehour rated fire partitions.* Per 2015 IBC, Section 716 Opening Protectives, Table 716.5: Door assemblies in corridor wallsthat are one hour rated fire partitions shall have a minimum fire door rating assembly of 20minutes.* Per 2015 IBC, Section 716 Opening Protectives, 716.5: Glazing in 20 minute rated fire doors shallbe D-20 fire rated glazing, and shall be the maximum size tested.* Per 2015 IBC, Section 1006 Number of Exits and Exit Access Doorways, Table 1006.2.1: Spaceswith one means of egress in Educational Occupancies are allowed as long as the occupant load ofthe space is 49 or less

PROJECT DESCRIPTIONTHIS PROJECT ENTAILS THE REPLACEMENT OF EIGHTEEN (18) 3'-0”X9'-0” EXISTING

DOORS (16 WOOD, 2 HOLLOW METAL) AND ONE (1) 3'-0"X7'-0" EXISTING WOOD DOOR AND TRANSOM,ALL OF WHICH ARE LOCATED ALONG THE CORRIDORS OF THE EXISTING SCHOOL BUILDING.

THIS INCLUDES REMOVING THE EXISTING DOORS AND ASSOCIATED HOLLOW METAL FRAMESAND SIDELIGHTS IN THEIR ENTIRETY AND REPLACING THEM WITH ONE HOUR RATED METAL STUD ANDGYPSUM BOARD WALL ASSEMBLIES, NEW 3'-0”X7'-0” 20 MINUTE RATED WOOD DOORS, ANDNEW 20 MINUTE RATED HOLLOW METAL FRAMES.

THE PROJECT ALSO ENTAILS THE INSTALLATION OF NEW MAGNETIC HOLD-OPENS AT EACH OFTHE NEW DOOR LOCATIONS AND AT ONE EXISTING DOOR THAT COMPRISES THE MAIN ENTRY TO THESCHOOL LIBRARY. THE NEW MAGNETIC HOLD-OPENS WILL BE TIED INTO THE EXISTING FIRE ALARMSYSTEM AND WILL INCLUDE NEW MANUAL SHUT-OFF SWITCHES ON THE CLASSROOM SIDE OF EACHDOOR FOR TEACHER CONVENIENCE. INSTALLATION OF THE MAGNETIC HOLD OPENS IS DEFINED ASALTERNATE #1.

DAO No.:

Area for DAO logo




Area for Key Plan







November 9, 2018

2018-030



CODE PLAN LEGEND

Code PlanSCALE: 1/32"=1'-0"

4A1.0

4A1.0

OH

4A1.0

OH3

A1.0

4A1.0

4A1.0

OH

4A1.0

4A1.0

OH

4A1.0

OH

4A1.0

4A1.0

4A1.0

4A1.0

4A1.0

4A1.0

4A1.0

OH

OH

OH4

A1.0

4A1.0

OH

4A1.0

CLASSROOM1CLASSROOM

2CLASSROOM3

CLASSROOM4

CLASSROOM5

CLASSROOM6

CLASSROOM7

CLASSROOM8

CLASSROOM9

CLASSROOM10

CLASSROOM11

CLASSROOM12

CLASSROOM13

CLASSROOM14

CLASSROOM15

CLASSROOM16

CLASSROOM17

CLASSROOM18

PRINCIPAL19

5

001

003

002

004

005

007

009

010

013

015

016

006

008

011

012

014

017

018

019

020

LIBRARY20

4A/4B

1997 ADDITION:NO WORK IN THIS AREA.

1A6.0

3'-4"

019

1 32

A6.0

3'-4"

001-

018

2'-10"4"

23

2A1.0

2A1.0

OH

2A1.0

OH1

A1.0

2A1.0

2A1.0

OH

2A1.0

2A1.0

OH

2A1.0

OH

2A1.0

2A1.0

2A1.0

2A1.0

2A1.0

2A1.0

2A1.0

OH

OH

OH2

A1.0

2A1.0

OH

2A1.0

CLASSROOM1CLASSROOM

2CLASSROOM3

CLASSROOM4

CLASSROOM5

CLASSROOM6

CLASSROOM7

CLASSROOM8

CLASSROOM9

CLASSROOM10

CLASSROOM11

CLASSROOM12

CLASSROOM13

CLASSROOM14

CLASSROOM15

CLASSROOM16

CLASSROOM17

CLASSROOM18

PRINCIPAL19

LIBRARY20

1997 ADDITION:NO WORK IN THIS AREA.

1

3'-4"

2

6'-6"

First Floor DemolitionKey Plan, Demolition Plan Details, First Floor Key Plan,Plan Details

A1.0

GENERAL NOTES

First Floor Key PlanSCALE: 1/16"=1'-0"

KEY NOTES

NEW 20 MINUTE RATED FIRE DOOR AND FRAME ASSEMBLY IN NEW1-HOUR RATED FIRE PARTITION. (UL 419)

NEW 20 MINUTE RATED FIRE DOOR AND FRAME ASSEMBLY WITH NEW1-HOUR RATED FIRE PARTITION (UL 419) ABOVE.

NEW MAG-HOLD ON DOOR.RE: ELECTRICAL (ALTERNATE #1)

Plan DetailSCALE: 1/4"=1'-0"

3 Plan DetailSCALE: 1/4"=1'-0"

4

1

DEMOLITION KEY NOTES

REMOVE EXISTING WOOD DOOR, HOLLOW METAL FRAME, ANDASSOCIATED INFILL PANELS AND WIRE GLASS IN THEIR ENTIRETY.PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED FOR NEWCONSTRUCTION.

REMOVE EXISTING WOOD DOOR, WOOD TRANSOM, AND HOLLOWMETAL FRAME IN THEIR ENTIRETY. PATCH AND PREPARE ADJACENTSURFACES AS REQUIRED FOR NEW CONSTRUCTION.

THE EXISTING BUILDING SHALL BE PROTECTED FROM WEATHER AT ALLTIMES. OPENINGS AND PENETRATIONS SHALL BE PROTECTED WITHDURABLE, INSULATED TEMPORARY CONSTRUCTION. COORDINATESECURITY REQUIREMENTS WITH THE OWNER.

THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONSAND CONDITIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENTOF THE WORK. IT SHALL BE THE CONTRACTORS RESPONSIBLITY TOCOORDINATE INSTALLATION OF NEW WORK WITHIN THESE EXISTINGCONDITIONS. ANY DEVIATIONS IN EXISTING CONDITIONS ORDIMENSIONS INDICATED SHALL BE COORDINATED WITH THEARCHITECT/ENGINEER AND OWNER IN ORDER TO MODIFY THAT PLANSACCORDINGLY.

GENERAL DEMOLITION NOTES

2.

1.

ALL WORK IS TO BE PERFORMED IN SUCH A MANNER AS TO MINIMIZETHE IMPACT ON AREAS ADJACENT TO THE AREAS OF CONSTRUCTION.

3.

THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DETECTIONOR REMOVAL OF ANY HAZARDOUS MATERIALS, INCLUDING, BUT NOTLIMITED TO, ASBESTOS IN ANY FORM. PARTIES RESPONSIBLE FORDEMOLITION SHALL NOTIFY THE OWNER IMMEDIATELY OF ANYSUSPECTED MATERIALS.

5.

OWNER HAS RIGHT TO CLAIM ANY MATERIALS AND/OR EQUIPMENTTHAT IS SCHEDULED TO BE DEMOLISHED OR REMOVED FROM THE SITE.

6.

First Floor Demolition Key PlanSCALE: 1/16"=1'-0"

2

Demolition Plan DetailSCALE: 1/4"=1'-0"

1 Demolition Plan DetailSCALE: 1/4"=1'-0"

2

THE EXISTING BUILDING SHALL BE PROTECTED FROM WEATHER AT ALLTIMES. OPENINGS AND PENETRATIONS SHALL BE PROTECTED WITHDURABLE, INSULATED TEMPORARY CONSTRUCTION. COORDINATESECURITY REQUIREMENTS WITH THE OWNER.

THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONSAND CONDITIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENTOF THE WORK. IT SHALL BE THE CONTRACTORS RESPONSIBLITY TOCOORDINATE INSTALLATION OF NEW WORK WITHIN THESE EXISTINGCONDITIONS. ANY DEVIATIONS IN EXISTING CONDITIONS ORDIMENSIONS INDICATED SHALL BE COORDINATED WITH THEARCHITECT/ENGINEER AND OWNER IN ORDER TO MODIFY THAT PLANSACCORDINGLY.

2.

1.

ALL WORK IS TO BE PERFORMED IN SUCH A MANNER AS TO MINIMIZETHE IMPACT ON AREAS ADJACENT TO THE AREAS OF CONSTRUCTION.

3.

THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DETECTIONOR REMOVAL OF ANY HAZARDOUS MATERIALS, INCLUDING, BUT NOTLIMITED TO, ASBESTOS IN ANY FORM. PARTIES RESPONSIBLE FORDEMOLITION SHALL NOTIFY THE OWNER IMMEDIATELY OF ANYSUSPECTED MATERIALS.

4.

COORDINATE RE-ROUTING OF EXISTING WIRING/ CABLING ANDRELOCATION OF EXISTING ELECTRICAL DEVICES WITH OWNER.

5. REFER TO ELECTRICAL FOR INFORMATION PERTAINING TO NEWMAGNETIC HOLD-OPEN DEVICES AT 20 DOOR LOCATIONS. (ALTERNATE #1)

6.

1

2

3

OWNER HAS RIGHT TO CLAIM ANY MATERIALS AND/OR EQUIPMENTTHAT IS SCHEDULED TO BE DEMOLISHED OR REMOVED FROM THE SITE.

7.

COORDINATE RE-ROUTING OF EXISTING WIRING/ CABLING ANDRELOCATION OF EXISTING ELECTRICAL DEVICES WITH OWNER.

4.

DAO No.:

Area for DAO logo




Area for Key Plan







November 9, 2018

2018-030



5/8" TYPE 'X' GPDW, PAINT, ONEACH SIDE OF 3 5/8" METALSTUDS @ 16" O.C. WITH SOUNDBATT INSULATION BETWEENSTUDS.

HM-2, PT.

WD-1, PT.

7'-0"

2"

2" 3'-0" 2"

A6.05

A6.03

A6.05 OH

6"8"

9"2'-

8"3'-

7"

HM-1, PT.

WD-1, PT.

7'-0"

2"

2" 3'-0" 2"

A6.04

A6.03

A6.04

6'-6"

3"

OH

10'-4

1 2"

F.V.

F.V.

5/8" TYPE 'X' GPDW, PAINT, ONEACH SIDE OF 3 5/8" METALSTUDS @ 16" O.C. WITH SOUNDBATT INSULATION BETWEENSTUDS.

6" 8"

9"2'-

8"3'-

7"

WD-1, PT.

HM-1 OR HM-2, PT.

STEEL STUD SNAP-IN ANCHOR

SEALANT, EACH SIDE AND ALL AROUND

5/8" TYPE 'X' GPDWFINISH AND PAINT TO MATCH EXISTING

3 5/8" METAL STUDS @ 16" O.C.

SOUND BATT INSULATION

EXISTING ROOF SYSTEM

HM-1, PT.

WD-1, PT.

5/8" GPDWFINISH AND PAINT TO MATCH EXISTING

3 5/8" METAL STUDS @ 16" O.C.WITH SOUND BATT INSULATION

BETWEEN STUDS

STEEL STUD SNAP-IN ANCHOR

SEALANT, EACH SIDE AND ALL AROUND

5/8" GPDWFINISH AND PAINT TO MATCH EXISTING

HM-2, PT.

WD-1, PT.

COUNTER-SUNKEXPANSION ANCHOR W/

SLEEVE. GROUT EXISTINGMASONRY AS REQUIRED

BACKER ROD ANDSEALANT, EACH SIDE

AND ALL AROUND

EXISTING MASONRY WALL

GROUT

Interior Elevations/Door Schedule & Details

A6.0

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

HARDWARE

DOOR SCHEDULEDOOR

NO.001

FRAMETYPE

DOORW

3'-0"H TYPE

WD-1

FIRE RATINGDOOR/FRAME

500

REMARKS

7'-0"

HM-1 20 MINUTE7'-0"

MAT'L

METAL3'-0"3'-0"

7'-0"

FINISH

PAINT002003

1

7'-0"3'-0"0047'-0"3'-0"0057'-0"3'-0"0067'-0"3'-0"0077'-0"3'-0"0087'-0"3'-0"0097'-0"3'-0"0107'-0"3'-0"0117'-0"3'-0"0127'-0"3'-0"0137'-0"3'-0"0147'-0"3'-0"0157'-0"3'-0"0167'-0"3'-0"0177'-0"3'-0"0187'-0"3'-0"019

EXIST. EXIST. EXIST.EXIST. EXIST.EXIST. EXIST.020

20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE20 MINUTE

1

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

2

Hollow Metal Door Head Detail SCALE: 3"=1'-0"

3

Hollow Metal Door Jamb Detail SCALE: 3"=1'-0"

4

Hollow Metal Door Jamb Detail SCALE: 3"=1'-0"

5

REMARKS1. MAGNETIC HOLD OPEN RE: ELECTRICAL (ALTERNATE #1)

1111111111111111111

METAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINTMETAL PAINT

WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-1WD-1 HM-2

500500500500500500500500500500500500500500500500500500505

DAO No.:




November 9, 2018

2018-030



NOTE:PAINT COLORS TO BE SELECTED BY OWNER AND ARCHITECT.

A L U M I N U M F E E D E R S C H E D U L E KEY CONDUCTORS "C

A150.4 4 # 3/0 AL 2-1/2"NOTE: SCHEDULE IS BASED UPON TYPE XHHW-2 COMPACT

ALUMINUM 600V CONDUCTOR (ALCAN STABILOY OR ENGINEER APPROVED EQUIVALENT).

EXISTING PANEL "LB"Panel Notes:

225 A M.L.O. VOLTAGE 120 / 208 V 1. NEW LOAD ON EXISTING CIRCUIT BREAKER.225 A BUS PHASE 3 PH 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING.

WIRE 4 W 3. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN.MFR : GE 4. EXISTING LOAD ON NEW CIRCUIT BREAKER. EXISTING LOAD IS ESTIMATED.

MTG. : FLUSH 10,000 AMPERE SHORT CIRCUIT RATING (FULLY RATED) 5. EXISTING LOAD REMOVED.6. LOAD IS BASED ON 80% OF THE BREAKER RATING.

BREAKER BREAKERNOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL AMP / P CCT PH CCT AMP / P TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE

6 L - ROOM 16 1,920 1920 20 / 1 1 A 2 20 / 1 1920 1,920 R - ROOM 14 66 L - ROOM 16 1,920 1920 20 / 1 3 B 4 20 / 1 1920 1,920 R - ROOM 15 66 R - RMS 12,13,14 1,920 1920 20 / 1 5 C 6 20 / 1 1920 1,920 L - ROOM 14 66 R - RMS 12,13 1,920 1920 20 / 1 7 A 8 20 / 1 1920 1,920 L - ROOM 14 66 R - RMS 11,12 1,920 1920 20 / 1 9 B 10 20 / 1 1920 1,920 L - ROOM 15 66 L - ROOM 13 1,920 1920 20 / 1 11 C 12 20 / 1 1920 1,920 L - ROOM 15 66 L - ROOM 13 1,920 1920 20 / 1 13 A 14 20 / 1 1920 1,920 L - ROOM 11 66 L - ROOM 12 1,920 1920 20 / 1 15 B 16 20 / 1 1920 1,920 L - ROOM 11 66 L - ROOM 12 1,920 1920 20 / 1 17 C 18 20 / 1 1920 1,920 L - ROOM 17 66 L - ROOM 18 1,920 1920 20 / 1 19 A 20 20 / 1 1920 1,920 L - ROOM 17 66 L - ROOM 18 1,920 1920 20 / 1 21 B 22 20 / 1 1920 1,920 R - OFF. WKRM 66 L - OFF. BKRM 1,920 1920 20 / 1 23 C 24 20 / 1 1920 1,920 R - PRIN. OFFICE 6

PHASE LOADING SUMMARY PANEL LOADING SUMMARY LOAD TYPE (VA) PH A PH B PH C LOAD TYPE CONNECTED NEC CALCULATED POWER DEMAND LIGHTING 13,440.0 13,440.0 13,440.0 LOAD KVA DEMAND LOAD FACTOR LOAD KW PANEL RECEPTACLES 12,096.0 12,096.0 9,600.0 CONNECTED PF= MOTORS 0.0 0.0 0.0 LIGHTING 40.3 KVA x 125% = 50.4 KVA x 95% = 47.9 KW 97% OTHER 1,664.0 0.0 1,664.0 RECEPTACLES GENERAL 0.0 179.0 1,920.0 FIRST 10 KVA 10.0 KVA x 100% = 10.0 KVA x 100% = 10.0 KW CONNECTED TOTAL (VA) 27,200.0 25,715.0 26,624.0 REMAINDER 23.8 KVA x 50% = 11.9 KVA x 100% = 11.9 KW AMPACITY =

MOTORS 220.8NEC CALCULATED LARGEST 0.0 KVA x 125% = 0.0 KVA x 90% = 0.0 KW

PHASE AMPACITY 248.9 233.1 252.8 REMAINDER 0.0 KVA x 100% = 0.0 KVA x 90% = 0.0 KW NEC DEMANDOTHER 3.3 KVA x 125% = 4.2 KVA x 100% = 4.2 KW AMPACITY =

225.0 GENERAL 2.1 KVA x 100% = 2.1KVA x 100% = 2.1KW 218.0 PHASE BALANCE A-B B-C C-A

6% 4% 2% TOTAL 79.5 KVA 78.6 KVA 76.0 KW

GENERAL NOTES: BREAKER ACCESSORIES ' PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. * = GFCI ' PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. ** = SHUNT TRIP

EXISTING PANEL "LB - 2"Panel Notes:

225 A M.L.O. VOLTAGE 120 / 208 V 1. NEW LOAD ON EXISTING CIRCUIT BREAKER.225 A BUS PHASE 3 PH 2. PROVIDE NEW CIRCUIT BREAKER IN SPACE TO MATCH EXISTING.

WIRE 4 W 3. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER AS SHOWN.MFR : GE 4. EXISTING LOAD ON NEW CIRCUIT BREAKER. EXISTING LOAD IS ESTIMATED.

MTG. : FLUSH 10,000 AMPERE SHORT CIRCUIT RATING (FULLY RATED) 5. EXISTING LOAD REMOVED.6. LOAD IS BASED ON 80% OF THE BREAKER RATING.

BREAKER BREAKERNOTE DESCRIPTION LTG RECEPT MOTORS OTHER GENERAL TOTAL AMP / P CCT PH CCT AMP / P TOTAL GENERAL OTHER MOTORS RECEPT LTG DESCRIPTION NOTE

6 L - OFFICE 1,920 1920 20 / 1 1 A 2 20 / 1 1920 1,920 R - PMOLD OFFICE 66 L - OFFICE 1,920 1920 20 / 1 3 B 4 20 / 1 1920 1,920 R - ROOM 17 66 R - COMPUTER 1,920 1920 20 / 1 5 C 6 20 / 1 1920 1,920 TIME CLOCK 66 R - COMPUTER 1,920 1920 20 / 1 7 A 8 20 / 1 0 SPARE6 L - ROOM 1 1,920 1920 20 / 1 9 B 10 20 / 1 1920 1,920 R - ROOMS 21,22 66 L - ROOM 1 1,920 1920 20 / 1 11 C 12 20 / 1 1920 1,920 R - TELE M - FAN 66 R - OFFICE 1,920 1920 20 / 1 13 A 14 30 / 2496 2,496 R - DWYER KITCHEN 61 DOOR HOLD OPENS 179 179 20 / 1 15 B 16 / 2 2496 2,496 -6 SPRINKLER PUMP 1,920 1920 20 / 1 17 C 18 20 / 1 0 SPARE

SPARE 0 20 / 19 A 20 / 0 SPACE- 0 / 2 21 B 22 / 0 SPACE

6 ELECTRIC HEAT 1,664 1664 20 / 23 C 24 / 0 SPACE- 1,664 1664 / 2 25 A 26 / 0 SPACESPACE 0 / 27 B 28 / 0 SPACESPACE 0 / 29 C 30 / 0 SPACESPACE 0 / 31 A 32 / 0 SPACESPACE 0 / 33 B 34 / 0 SPACESPACE 0 / 35 C 36 / 0 SPACE

PHASE LOADING SUMMARY PANEL LOADING SUMMARY LOAD TYPE (VA) PH A PH B PH C LOAD TYPE CONNECTED NEC CALCULATED POWER DEMAND LIGHTING 1,920.0 3,840.0 1,920.0 LOAD KVA DEMAND LOAD FACTOR LOAD KW PANEL RECEPTACLES 8,256.0 6,336.0 5,760.0 CONNECTED PF= MOTORS 0.0 0.0 0.0 LIGHTING 7.7 KVA x 125% = 9.6 KVA x 95% = 9.1KW 98% OTHER 1,664.0 0.0 1,664.0 RECEPTACLES GENERAL 0.0 179.0 1,920.0 FIRST 10 KVA 10.0 KVA x 100% = 10.0 KVA x 100% = 10.0 KW CONNECTED TOTAL (VA) 11,840.0 10,355.0 11,264.0 REMAINDER 10.4 KVA x 50% = 5.2 KVA x 100% = 5.2 KW AMPACITY =

MOTORS 92.9NEC CALCULATED LARGEST 0.0 KVA x 125% = 0.0 KVA x 90% = 0.0 KW

PHASE AMPACITY 105.9 94.1 101.1 REMAINDER 0.0 KVA x 100% = 0.0 KVA x 90% = 0.0 KW NEC DEMANDOTHER 3.3 KVA x 125% = 4.2 KVA x 100% = 4.2 KW AMPACITY =

225.0 GENERAL 2.1 KVA x 100% = 2.1KVA x 100% = 2.1KW 86.1 PHASE BALANCE A-B B-C C-A

14% 9% 5% TOTAL 33.5 KVA 31.0 KVA 30.6 KW

GENERAL NOTES: BREAKER ACCESSORIES ' PROVIDE NEW UPDATED PANEL DIRECTORIES FOR PANELS THAT ARE INCLUDED IN THIS PROJECT. * = GFCI ' PROVIDE TYPED DESCRIPTIONS OF NEW CIRCUITS BEING INSTALLED. INDICATE NEW SPARES IN PENCIL. ** = SHUNT TRIP

BUILDING LOAD SUMMARY

MAIN DISTRIBUTION CENTER 400 AMPS

EXISTING PEAK DEMAND 71KWEXISTING KVA @ .8 PF 88.75 KVANEC DEMAND FACTOR x 125%NEC CORRECTED PEAK DEMAND LOAD 110.9 KVANEW LOAD ADDED 0.179 KVA

NEW TOTAL BUILDING LOAD 111.2 KVA308.7 AMPS

Westminster Public SchoolsSherrelwood ElementaryDoor ReplacementProject

8095 Kalamath St.Denver, CO 80221

DAO No.:

November 9, 2018

2018-030

7230 Meade Street Westminster, CO 80030

Phone: 720.273.0431 Email: [email protected]


ELECTRICALLEGENDS, SCHEDULESAND ONE-LINE

E1.0

BASIC ELECTRICAL REQUIREMENTS1.1 GENERAL:

A. DESCRIPTION: WORK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES AND MATERIALS, UNLESS OTHERWISE SPECIFIED, NECESSARY FOR THE INSTALLATION OF COMPLETE ELECTRICAL SYSTEMS AS REQUIRED BY THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS, SUBJECT TO THE TERMS AND CONDITIONS OF THE CONTRACT. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF THOSE DETAILS ELECTRICAL WORK NOT MENTIONED OR SHOWN WHICH ARE NECESSARY FOR THE SUCCESSFUL OPERATION OF ALL ELECTRICAL SYSTEMS.

1.2 DRAWINGS AND SPECIFICATIONS:A. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS,

LOCATIONS OF SWITCHES, PANELBOARDS AND OTHER WORK. INFORMATION SHOWN ON THE DRAWINGS IS DIAGRAMMATIC, HOWEVER, THE ARCHITECT/ENGINEER WILL NOT PERMIT REVISING THE CIRCUITING SHOWN WITHOUT SPECIFIC APPROVAL. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY EACH TO THE OTHER; WORK REQUIRED BY EITHER SHALL BE AS BINDING AS IF REQUIRED FOR BY BOTH. DATA PRESENTED ON THE DRAWINGS IS AS ACCURATE AS PLANNING CAN DETERMINE, BUT ACCURACY IS NOT GUARANTEED AND CONTRACTOR’S FIELD VERIFICATION OF ALL DIMENSIONS, LOCATIONS, LEVELS, ETC., TO SUIT FILED CONDITIONS IS REQUIRED. REVIEW ALL ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS; ADJUST ALL WORK TO CONFORM TO ALL CONDITIONS SHOWN THEREIN. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. DO NOT SCALE DISTANCES OFF THE ELECTRICAL DRAWINGS. USE ACTUAL BUILDING DIMENSIONS.

B. PRIOR TO SUBMITTING A COST PROPOSAL, VISIT THE SITE OF THE JOB AND ASCERTAIN ALL CONDITIONS AFFECTING THE PROPOSED INSTALLATION. INCLUDE ALLOWANCES FOR COSTS AND SCHEDULE EFFECTS ARISING FROM FIELD CONDITIONS.

C. DISCREPANCIES BETWEEN DIFFERENT PLANS, BETWEEN PLANS AND SPECIFICATIONS, BETWEEN SPECIFICATIONS, OR REGULATIONS AND CODES GOVERNING THIS INSTALLATION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE DATE OF BID OPENING. IN THE EVENT SUCH DISCREPANCIES EXIST AND THE ARCHITECT/ENGINEER IS NOT SO NOTIFIED, THE ADJUDICATION OF RESPONSIBILITY SHALL BE SOLELY AT THE DISCRETION OF THE ARCHITECT/ENGINEER.

1.3 SUBMITTALS:A. SUBMIT (3) COPIES OF SHOP DRAWINGS AND PRODUCT DATA FOR THE FOLLOWING

ITEMS: ELECTRICAL EQUIPMENT INCLUDING PANELBOARDS, DISCONNECT SWITCHES, BREAKERS, ETC., WIRING DEVICES AND LUMINAIRES INCLUDING BALLASTS AND OCCUPANCY SENSORS. SUBMIT ONLY FOR PRODUCTS WHERE REQUIRED BY TECHNICAL SPECIFICATION SECTIONS. SUBMITTALS NOT REQUIRED WILL BE RETURNED WITHOUT ACTION.

B. CONTRACTOR AGREES THAT SUBMITTALS PROCESSED BY THE ARCHITECT/ENGINEER ARE NOT CHANGE ORDERS; THAT THE PURPOSE OF SUBMITTALS IS TO DEMONSTRATE TO THE ARCHITECT/ENGINEER THAT THE CONTACTOR UNDERSTANDS THE DESIGN CONCEPT; AND THAT THE CONTRACTOR DEMONSTRATES THIS UNDERSTANDING BY CLEARLY INDICATING THE EQUIPMENT AND MATERIAL PROPOSED FOR APPLICATION AND BE THE PROPOSED FABRICATION AND INSTALLATION METHODS.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR DIMENSIONS (WHICH CONTRACTOR SHALL CONFIRM AND CORRELATE), FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION AND COORDINATION OF HIS WORK WITH THAT OF OTHER TRADES. THE CONTRACTOR SHALL CHECK AND VERIFY ALL MEASUREMENTS AND REVIEW SHOP DRAWINGS BEFORE SUBMITTING THEM. IF ANY DEVIATIONS FROM THE SPECIFIED REQUIREMENTS FOR ANY ITEM OF MATERIAL OR EQUIPMENT EXIST, SUCH DEVIATION SHALL BE EXPRESSLY STATED IN WRITING AND INCORPORATED AS PART OF THE SUBMITTAL.

D. NO EQUIPMENT OR MATERIALS SHALL BE INSTALLED OR STORED AT THE JOBSITE UNTIL SUBMITTALS FOR SUCH EQUIPMENT OR MATERIALS HAVE BEEN GIVEN REVIEW ACTION PERMITTING THEIR USE.

1.4 RECORD DRAWINGS:A. MAINTAIN A CONTRACT SET OF ELECTRICAL DRAWINGS AT THE SITE. NEATLY MARK ALL

CHANGES AND DEVIATIONS FROM THE ORIGINAL DRAWINGS. USE RED FOR ADDITIONS OR CHANGES TO THE CONTRACT DOCUMENTS, GREEN FOR DELETED SCOPE ITEMS, AND BLUE FOR NOTES TO CLARIFY INSTALLATIONS. THIS SHALL BE A SEPARATE SET OF DRAWINGS, NOT USED FOR CONSTRUCTION PURPOSES AND SHALL BE KEPT UP TO DATE AS THE JOB PROGRESSES AND SHALL BE MADE AVAILABLE FOR INSPECTION BY THE ARCHITECT/ENGINEER AT ALL TIMES. UPON COMPLETION OF THE CONTRACT, THIS SET OF RECORD DRAWINGS SHALL BE DELIVERED TO THE ARCHITECT/ENGINEER.

1.5 REGULATORY REQUIREMENTS:

A. CONFORM TO THOSE EDITIONS OF THE FOLLOWING AS CURRENTLY ADOPTED BY THE LOCAL CODE ENFORCEMENT AUTHORITY:1. NFPA, UL, IEEE, NEMA, CBM, ANSI, NECA, ICEA AND NETA.

2. INTERNATIONAL BUILDING CODE INCLUDING LOCAL AMENDMENTS AND APPLICABLE REQUIREMENTS OF THE LOCAL FIRE DEPARTMENT, PREVENTION BUREAU OR FIRE MARSHAL.

3. COMPLY WITH REQUIREMENTS OF THE UTILITY AND TELEPHONE COMPANIES FURNISHING SERVICE TO THIS INSTALLATION.

B. OBTAIN ELECTRICAL PERMITS WHEN REQUIRED BY THE PROJECT MANAGER, INCLUDING SUBSEQUENT PLAN REVIEWS AND INSPECTIONS FROM THE AUTHORITY HAVING JURISDICTION. PROVIDE ALL NOTICES NECESSARY IN CONNECTION THEREWITH AND PAY ALL FEES. WORK SHALL NOT BE COVERED BEFORE INSPECTIONS BY THE JURISDICTIONAL AUTHORITIES AND OBSERVATION BY THE ENGINEER.

C. THE DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT THAN CODES, STATUTES, OR CONFLICT WITH THE DRAWINGS AND SPECIFICATIONS.

1.6 MATERIALS AND EQUIPMENT:

A. MATERIALS AND EQUIPMENT: ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED BY THE CONTRACT DOCUMENTS.

B. COMPATIBILITY WITH AVAILABLE SPACE: EQUIPMENT LAYOUTS SHOWN ARE BASED ON USE OF EQUIPMENT AS SPECIFIED. IF THE CONTRACTOR CHOOSES EQUIPMENT AVAILABLE FROM ANY OTHER MANUFACTURER LISTED AS AN ACCEPTABLE MANUFACTURER, OR OFFERS EQUIPMENT UNDER THE PROVISION FOR SUBSTITUTIONS, THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR FIRST ASCERTAINING THAT THE OFFERED EQUIPMENT CAN BE INSTALLED IN THE SPACE AVAILABLE WITH AMPLE CLEARANCES FOR MAINTENANCE.

C. ALL EQUIPMENT AND MATERIALS INSTALLED SHALL BE NEW, UNLESS OTHERWISE SPECIFIED. EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS AND/OR SPECIFIED, MANUFACTURED PRODUCTS SHALL BE STANDARD CATALOGED ITEMS WHICH HAVE BEEN IN PRODUCTION FOR A PERIOD NOT LESS THAN TWO (2) YEARS PRIOR TO DATE FOR RECEIPT OF BIDS OR PROPOSALS.

D. DEFECTIVE OR DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED, PRIOR TO FINAL ACCEPTANCE, IN A MANNER ACCEPTABLE TO THE ARCHITECT/ENGINEER OR OWNER AND AT NO ADDITIONAL COST TO THE OWNER.

E. ALL ELECTRICAL MATERIALS SHALL BE ACCEPTABLE FOR INSTALLATION ONLY IF LABELED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND IF ACCEPTED BY LOCAL AUTHORITIES. INCLUDE CE FROM EUROPE.

F. ALL MAJOR EQUIPMENT COMPONENTS SHALL HAVE THE MANUFACTURER’S NAME, ADDRESS, MODEL NUMBER AND SERIAL NUMBER PERMANENTLY ATTACHED IN A CONSPICUOUS LOCATION.

1.7 STORAGE AND PROTECTION:

A. STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE. STORE SENSITIVE PRODUCTS IN WEATHER-TIGHT ENCLOSURES; MAINTAIN WITHIN TEMPERATURE AND HUMIDITY RANGES REQUIRED BY MANUFACTURER’S INSTRUCTIONS.

1.8 PRODUCT OPTIONS:

A. PRODUCTS SPECIFIED BY REFERENCE STANDARDS OR BY DESCRIPTION ONLY; ANY PRODUCT MEETING THOSE STANDARDS.

B. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS WITH A PROVISION FOR SUBSTITUTIONS; SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY MANUFACTURER NOT SPECIFICALLY NAMED.

C. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS WITHOUT A PROVISION FOR SUBSTITUTIONS; PRODUCTS OF NAMED MANUFACTURERS MEETING SPECIFICATIONS; NO OPTIONS, NO SUBSTITUTIONS ALLOWED.

1.9 GUARANTEE:

A. THE ENTIRE ELECTRICAL SYSTEM INSTALLED UNDER THIS CONTRACT SHALL BE LEFT IN PROPER WORKING ORDER. REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY WORK, MATERIALS, OR EQUIPMENT WHICH EVIDENCES DEFECTS IN DESIGN, CONSTRUCTION OR WORKMANSHIP WITHIN ONE YEAR, OR AS SPECIFICALLY NOTED ELSEWHERE IN THESE SPECIFICATIONS, FROM DATE OF FINAL ACCEPTANCE.

1.10 WORKMANSHIP:

A. WORKMANSHIP SHALL CONFORM TO HIGHEST INDUSTRY STANDARDS FOR EACH TRADE INVOLVED IN ERECTION OF THE WORK.

B. CONTRACTOR’S PERSONNEL AND SUBCONTRACTORS SELECTED TO PERFORM THE WORK SHALL BE WELL VERSED AND SKILLED IN THE TRADES INVOLVED.

C. THE ARCHITECTURAL/ENGINEER MUST ACCEPT ANY CHANGES OR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS IN WRITING. ALL ERRORS IN INSTALLATION SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. ALL SPECIALTIES SHALL BE INSTALLED AS DETAILED ON THE DRAWINGS. WHERE DETAILS OR SPECIFIC INSTALLATION REQUIREMENTS ARE NOT PROVIDED, MANUFACTURER’S RECOMMENDATIONS SHALL BE FOLLOWED.

D. UPON COMPLETION OF WORK, ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED COMPLETE, THOROUGHLY CHECKED, CORRECTLY ADJUSTED AND LEFT READY FOR INTENDED USE OR OPERATION. ALL WORK SHALL BE THOROUGHLY CLEANED AND ALL RESIDUES SHALL BE REMOVED FROM SURFACES. EXTERIOR SURFACES OF ALL MATERIAL AND EQUIPMENT SHALL BE DELIVERED IN UNBLEMISHED CONDITION.

E. CONTRACTOR SHALL PROVIDE A COMPLETE INSTALLATION, INCLUDING ALL REQUIRED LABOR, MATERIAL, CARTAGE, INSURANCE, PERMITS AND TAXES.

F. THE CONTRACTOR SHALL SCHEDULE HIS WORK IN SUCH A MANNER AS TO CAUSE THE OWNER A MINIMUM OF INCONVENIENCE DUE TO SERVICE INTERRUPTION. SERVICE INTERRUPTIONS SHALL BE CONFINED TO THE SMALLEST AREA POSSIBLE AT ANY ONE TIME AND ALL INTERRUPTIONS SHALL REQUIRE A 72-HOUR PRIOR APPROVAL BY THE OWNER. THE CONTRACTOR SHALL BE PREPARED TO PERFORM ALL WORK DURING SERVICE INTERRUPTION AT PREMIUM TIME.

1.11 CHASES, OPENINGS, CUTTING AND PATCHING:

A. CAREFULLY LAY OUT ALL WORK IN ADVANCE SO AS TO ELIMINATE WHERE POSSIBLE, CUTTING, CHANNELING, CHASING OR DRILLING OF FLOORS, WALL, PARTITIONS, CEILINGS AND ROOFS. ANY DAMAGE TO THE BUILDING, STRUCTURE, PIPING, DUCTS, EQUIPMENT OR ANY DEFACED FINISH SHALL BE REPAIRED BY SKILLED MECHANICS OF THE TRADES INVOLVED AT NO ADDITIONAL COST TO THE OWNER AND TO THE SATISFACTION OF THE ARCHITECT/ENGINEER. ANY NECESSARY CUTTING, CHANNELING, DRILLING OR WELDING AS REQUIRED FOR THE PROPER SUPPORT, CONCEALMENT, INSTALLATION OR ANCHORING OF RACEWAYS, OUTLETS, OR OTHER ELECTRICAL EQUIPMENT SHALL BE PERFORMED IN A CAREFUL MANNER AND AS APPROVED.

B. ALL OPENINGS MADE IN FIRE-RATED WALLS, FLOORS OR CEILINGS SHALL BE PATCHED AND MADE TIGHT IN A MANNER TO CONFORM TO THE FIRE RATING FOR THE UL RATED ASSEMBLY.

C. ALL PENETRATIONS REQUIRED THROUGH EXISTING MASONRY OR CONCRETE CONSTRUCTION SHALL BE CORE DRILLED AT MINIMUM SIZE REQUIRED. PRECAUTIONS SHALL BE TAKEN WHEN DRILLING TO PREVENT DAMAGE TO STRUCTURAL CONCRETE AND REINFORCEMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR OR REPLACEMENT OF DAMAGE TO STRUCTURAL CONCRETE AND REINFORCEMENT. THE CONTRACTOR SHALL OBTAIN X-RAYS OF THE AREA BEING DRILLED OR CUT BEFORE PROCEEDING. THE CONTRACTOR SHALL REVIEW THE X-RAYS WITH THE STRUCTURAL ENGINEER AND OBTAIN PERMISSION FROM THE OWNER, ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH CUTTING OR DRILLING.

D. SLEEVE SEALS: PROVIDE SLEEVE SEALS FOR PENETRATIONS LOCATED IN FOUNDATION WALLS BELOW GRADE, OR IN EXTERIOR WALLS. SEALS SHALL BE MODULAR MECHANICAL TYPE AS MANUFACTURED BY THUNDERLINE CORP. CONSISTING OF INTERLOCKING SYNTHETIC RUBBER LINKS SHAPED TO CONTINUOUSLY FILL ANNULAR SPACE BETWEEN RACEWAY AND SLEEVE, CONNECTED WITH BOLTS AND PRESSURE PLATES WHICH CAUSE RUBBER SEALING ELEMENTS TO EXPAND WHEN TIGHTENED, PROVIDING WATERTIGHT SEAL.

1.12 ELECTRICAL COMPLETION:

A. INDOCTRINATION OF OPERATING AND MAINTENANCE PERSONNEL:

1. FURNISH THE SERVICES OF A QUALIFIED REPRESENTATIVE OF THE SUPPLIER OF EACH ITEM OR SYSTEM FOR WHICH INDOCTRINATION AND/OR TRAINING OR PERSONNEL IS SPECIFIED OR REQUIRED, FOR THE PURPOSE OF INSTRUCTING SPECIFIC PERSONNEL, AS DESIGNATED BY THE OWNER, IN THE OPERATION AND MAINTENANCE OF SUCH ITEMS OR SYSTEMS.

2. INSTRUCTION SHALL BE GIVEN WHEN THE INSTALLATION OF THE AFFECTED ITEMS OR SYSTEM IS COMPLETE AND SHALL BE OF THE NUMBER OF HOURS INDICATED OR REQUIRED AND AT TIMES ACCEPTABLE TO OWNER. A REPRESENTATIVE OF THE CONTRACTOR SHALL BE PRESENT FOR ALL DEMONSTRATIONS.

B. OPERATING AND MAINTENANCE MANUALS AND PARTS LISTS: DELIVER THREE COMPLETE OPERATING AND MAINTENANCE MANUALS AND PARTS LISTS TO THE OWNER AT THE TIME OF THE ABOVE REQUIRED INDOCTRINATION. FULLY EXPLAIN THE CONTENTS OF THE MANUALS AS PART OF REQUIRED INDOCTRINATION AND INSTRUCT THE OWNER IN THE CORRECT PROCEDURE IN OBTAINING SERVICE, BOTH DURING AND AFTER THE GUARANTEE PERIOD.

1. THE OPERATING AND MAINTENANCE MANUALS AND PARTS LISTS SHALL INCLUDE COMPLETE INFORMATION AS TO WHOM THE OWNER MAY CONTACT FOR SERVICE AND PARTS. INCLUDE ADDRESS AND PHONE NUMBER. FURNISH EVIDENCE THAT AN AUTHORIZED SERVICE ORGANIZATION REGULARLY CARRIES A COMPLETE STOCK OF REPAIR PARTS FOR THESE ITEMS (OR SYSTEMS) AND THAT THE ORGANIZATION IS AVAILABLE FOR SERVICE. SERVICE SHALL BE AVAILABLE WITHIN 24 HOURS AFTER REQUEST.

C. CLEAN-UP: REMOVE ALL MATERIALS, SCRAP AND DEBRIS RELATIVE TO THE ELECTRICAL INSTALLATION AND LEAVE THE PREMISES AND ALL EQUIPMENT, LAMPS, FIXTURES, ETC. IN A CLEAN, ORDERLY CONDITION ANY COSTS TO THE OWNER FOR CLEAN-UP OF THE SITE WILL BE CHARGED AGAINST THE CONTRACTOR.

D. FINAL ACCEPTANCE BY THE OWNER WILL NOT OCCUR UNTIL ALL OPERATING INSTRUCTIONS ARE RECEIVED AND OWNER’S PERSONNEL HAVE BEEN THOROUGHLY INDOCTRINATED IN THE MAINTENANCE AND OPERATION OF ALL EQUIPMENT.

1.13 CONSTRUCTION LIGHTING AND POWER:

A. PROVIDE ALL TEMPORARY FACILITIES REQUIRED TO SUPPLY CONSTRUCTION POWER AND LIGHT. INSTALL AND MAINTAIN FACILITIES IN A MANNER THAT WILL PROTECT THE PUBLIC AND WORKMEN. COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS. PROVIDE STAMPED AND SIGNED DRAWINGS OF THE TEMPORARY SERVICE AND FACILITIES WHEN REQUIRED BY THE LOCAL AUTHORITY. REFER TO ARCHITECTURAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

1.14 ELECTRICAL REMODELING PROVISIONS:

A. EXAMINATION

1. FIELD VERIFY MEASUREMENTS AND CIRCUITING ARRANGEMENTS.

2. VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVE ONLY ABANDONED FACILITIES. MAINTAIN ELECTRICAL CONTINUITY TO REMAINING WIRING AND EQUIPMENT.

3. DEMOLITION DRAWINGS ARE BASED ON CASUAL FIELD OBSERVATION AND/OR EXISTING RECORD DOCUMENTS. REPORT DISCREPANCIES TO ARCHITECT/ENGINEER BEFORE DISTURBING EXISTING INSTALLATION.

4. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO BE AWARE OF EXISTING CONDITIONS AND SHALL INCLUDE IN HIS BID AN ALLOWANCE FOR THE DEMO AND RELOCATION OF EXISTING CONDUITS, WIRES DEVICES, FIXTURES OR OTHER EQUIPMENT AS INDICATED ON THE PLANS OR AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING ELECTRICAL SYSTEMS TO ALL OTHER WORK REQUIRED ON THIS PROJECT.

1.15 PREPARATION:

A. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS.

B. EXISTING ELECTRICAL SERVICE, FIRE ALARM SYSTEM AND TELEPHONE SYSTEM: MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW SYSTEMS ARE ACCEPTED OR AS OTHERWISE INDICATED. DISABLE SYSTEMS ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. SCHEDULE ANY OUTAGES WITH THE OWNER AT LEAST 72 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. CONTRACTOR SHALL NOT LEAVE THE SITE WITHOUT RESTORING THE OPERATION OF ALL SYSTEMS.

1.16 REMOVAL AND EXTENSION OF EXISTING ELECTRICAL WORK:

A. REMOVE, RELOCATE AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION.

B. REMOVE ABANDONED WIRING TO SOURCE OF SUPPLY.

C. REMOVE EXPOSED ABANDONED CONDUIT, INCLUDING ABANDONED CONDUIT ABOVE ACCESSIBLE CEILING FINISHES. CUT CONDUIT FLUSH WITH WALLS AND FLOORS AND PATCH SURFACES.

D. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. REMOVE ABANDONED OUTLET BOXES IF CONDUIT SERVING THEM IS ABANDONED AND REMOVED. PROVIDE BLANK COVER FOR ABANDONED OUTLET BOXES THAT ARE NOT REMOVED.

E. DISCONNECT AND REMOVE ELECTRICAL DEVICES AND EQUIPMENT SERVING UTILIZATION EQUIPMENT THAT HAS BEEN REMOVED.

F. DEMOLISH CONDUIT SERVING THE REMOVED DEVICE BACK TO THE NEXT LIVE DEVICE OR BACK TO THE SOURCE WHERE NO OTHER DEVICES SHALL REMAIN. WHERE THE CIRCUITRY FEEDS DEVICES DOWNSTREAM, THE CONDUIT SHALL BE REMOVED BACK TO THE NEAREST JUNCTION BOX AND THE CIRCUITRY TO THE DOWNSTREAM DEVICES SHALL BE MAINTAINED.

G. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. PROVIDE MODIFICATIONS TO ASSURE THAT CIRCUITS OR SYSTEMS WIRING SHALL NOT PASS THOUGH OUTLET OR JUNCTION BOXES THAT MAY BE RENDERED INACCESSIBLE BY CHANGES MADE TO THE BUILDING.

H. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS THAT ARE TO REMAIN ACTIVE. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL AS APPROPRIATE.

I. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS AS SPECIFIED. WHERE NONE IS SPECIFIED, UTILIZE SIMILAR MATERIALS AND METHODS.

J. WHERE THE REUSE OF EXISTING CONDUITS, OUTLETS, JUNCTION BOXES, ETC. IS PERMISSIBLE, MAKE CERTAIN THAT THE WIRING FOR THEM IS CONTINUOUS FROM OUTLET TO OUTLET.

K. CONNECT NEW WORK TO EXISTING WORK IN A MANNER THAT WILL ASSURE PROPER RACEWAY GROUNDING THROUGHOUT IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE.

L. EXISTING CONDUITS, WIRE, DEVICES, FIXTURES, ETC WHICH SHALL BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED.

M. IF HAZARD MATERIALS ARE ENCOUNTERED THE CONTRACTOR SHALL STOP WORK AND REPORT FINDINGS TO THE ARCHITECT/ENGINEER.

1.17 CLEANING AND REPAIR:

A. CLEAN AND REPAIR EXISTING MATERIALS AND EQUIPMENT THAT REMAIN OR ARE TO BE REUSED.

B. PANELBOARDS: CLEAN EXPOSED SURFACES AND CHECK TIGHTNESS OF ELECTRICAL CONNECTIONS. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE PLATES FOR VACANT POSITIONS. PROVIDE TYPED CIRCUIT DIRECTORY SHOWING REVISED CIRCUITING ARRANGEMENT.

1.18 INSTALLATION:

A. THE CONTRACTOR SHALL PERFORM ALL CUTTING, CHANNELING, CHASING, DRILLING, ETC. AS REQUIRED TO INSTALL OR REMOVE ELECTRICAL EQUIPMENT IN AREAS OF REMODELING. THIS WORK SHALL BE PERFORMED SO AS TO MINIMIZE DAMAGE TO PORTIONS OF WALL FINISHES, SURFACES, PLASTERING OR THE STRUCTURES WHICH ARE TO BE REUSED, RESURFACED, PLASTERED OR PAINTED.

B. CAREFULLY COORDINATE WITH THE REQUIRED REMODELING WORK, CUTTING AND PATCHING, ETC. PERFORMED BY OTHER TRADES. REMOVE OR RELOCATE EXISTING ELECTRICAL CONDUITS, WIRES, DEVICES, FIXTURES AND OTHER EQUIPMENT AS NECESSARY.

1.19 TESTING, ACCEPTANCES AND CERTIFICATION:

A. GENERAL

1. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FIELD-TESTING AND STARTUP SERVICES FOR ALL ELECTRICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT EXCEPT AS NOTED OTHERWISE. THE FIELD-TESTING AND STARTUP SERVICES SHALL BE IN ACCORDANCE WITH EACH EQUIPMENT MANUFACTURER’S WRITTEN RECOMMENDATIONS. NO TESTING SHALL BE PERFORMED WHICH IN ANY WAY BE IN CONFLICTS WITH THE MANUFACTURER’S RECOMMENDATIONS AND WHICH WILL ADVERSELY AFFECT ANY MANUFACTURER’S WARRANTIES.

2. IF THE CONTRACTOR FINDS DURING THE TESTING THAT ANY PIECE OF EQUIPMENT DOES NOT SATISFACTORILY PASS THE REQUIRED FIELD TEST, THE ARCHITECT/ENGINEER SHALL BE PROMPTLY NOTIFIED AND THE CONTRACTOR SHALL TAKE THE NECESSARY ACTIONS FOR THE PROMPT REPAIR OR REPLACEMENT AS RECOMMENDED BY ARCHITECT/ENGINEER, THE EQUIPMENT SHALL THEN BE RETESTED. THIS PROCESS SHALL BE REPEATED, IF NECESSARY, UNTIL THE EQUIPMENT SATISFACTORILY PASSES THE REQUIRED TEST.

1.20 CONDUIT:

A. CONDUIT REQUIREMENTS

1. MINIMUM SIZE: ½ INCH FOR SWITCH LEGS AND CONTROL CONDUITS (EXCEPT THAT BRANCH CIRCUIT HOME RUNS TO PANELBOARD TO BE NOT LESS THAN ¾ INCH), AND ¾ INCH FOR ALL OTHERS, UNLESS OTHERWISE NOTED.

2. CONDUIT SCHEDULE:

a. PROVIDE ELECTRICAL METALLIC TUBING IN DRY LOCATIONS.

1) THE USE OF MC AND AC CABLES IS PROHIBITED.

3. FITTINGS AND CONNECTORS:

a. EMT CONDUIT CONNECTIONS IN DRY LOCATIONS SHALL UTILIZE STEEL FITTINGS AND CONNECTORS WITH INSULATED THROAT.

b. EMT CONDUIT CONNECTIONS IN WET LOCATIONS SHALL UTILIZE INSULATED THROAT STEEL COMPRESSION FITTINGS AND CONNECTORS.

c. IDENTIFIER, PUSH-ON, DIE, OR PRESSURE CAST ZINC ALLOY, WHITE METAL OR POT METAL FITTINGS SHALL NOT BE USED.

d. FLEXIBLE STEEL METALLIC TUBING CONNECTORS SHALL BE THOMAS & BETTS TITE-BITE OR EQUIVALENT WITH PRIOR WRITTEN APPROVAL.

e. LIQUID TIGHT FLEXIBLE STEEL METALLIC TUBING CONNECTORS SHALL UTILIZE STEEL COMPRESSION TYPE FERRULE AND NEOPRENE GASKET SEALING RINGS ON FITTINGS AND CONNECTORS AND SHALL HAVE INSULATED NYLON THROATS.

B. SURFACE METAL RACEWAY REQUIREMENTS

1. PROVIDE GALVANIZED STEEL RACEWAY WITH SNAP-ON COVER. FINISH IN MANUFACTURER'S STANDARD PRIME COATING SUITABLE FOR FIELD PAINTING. PROVIDE RACEWAYS OF SUITABLE SIZE BASED ON FILL FOR CIRCUITS INDICATED ON THE DRAWINGS. PROVIDE ALL NECESSARY BOXES, COVERS, EXTENSIONS, FITTINGS, ETC. TO FORM A COMPLETE ASSEMBLY.

2. WHERE CONCEALED RACEWAY IS NOT PHYSICALLY FEASIBLE OR WHERE SURFACE RACEWAY IS INDICATED TO BE PROVIDED, PROVIDE EXPOSED SURFACE MOUNTED RACEWAY. EXPOSED RACEWAY IN FINISHED AREAS INCLUDING BUT LIMITED TO LOBBIES, OFFICE AREAS, CORRIDORS, LABORATORIES, AND AREAS SUBJECT TO VIEWING ON A NORMAL BASIS SHALL UTILIZE SURFACE MOUNTED RACEWAYS SUCH AS WIREMOLD AND SHALL BE PAINTED TO MATCH THE SURFACE APPLIED TO.

a. PROVIDE WIREMOLD SERIES 500 RACEWAY MOUNTED AT HEIGHT NOTED ON THE PLANS AND WITH OPENINGS OR WIRING DEVICES AS INDICATED. ROUTE HOMERUN RACEWAY CONCEALED WITHIN WALLS AND CEILINGS FROM SURFACE RACEWAY CONNECTION BOX TO SOURCE.

C. CONDUIT INSTALLATION:

1. CONCEAL ALL CONDUIT AND RACEWAYS WITHIN FINISHED WALLS, CEILINGS, AND FLOORS UNLESS INDICATED OTHERWISE. KEEP RACEWAYS AT LEAST 6 INCHES AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR HOT WATER PIPES. INSTALL RACEWAYS LEVEL AND SQUARE AND AT PROPER ELEVATIONS.

2. ROUTE RACEWAY AS CLOSE TO STRUCTURE AS POSSIBLE. WHERE HORIZONTAL RACEWAY IS INSTALLED NEAR WATER AND STEAM PIPING, ROUTE RACEWAY ABOVE PIPING AND AS CLOSE TO STRUCTURE AS POSSIBLE AND PRACTICAL.

3. COMPLETE INSTALLATION OF ELECTRICAL RACEWAYS BEFORE STARTING INSTALLATION OF CONDUCTORS WITHIN RACEWAYS.

4. MAKE BENDS AND OFFSETS SO THE INSIDE DIAMETER IS NOT EFFECTIVELY REDUCED. UNLESS OTHERWISE INDICATED, KEEP THE LEGS OF A BEND IN THE SAME PLANE AND THE STRAIGHT LEGS OF OFFSETS PARALLEL. BENDS IN CONDUIT LARGER THAN 1-1/4 INCH SHALL BE FACTORY-MADE ELBOWS UNLESS OTHERWISE SPECIFICALLY APPROVED. BENDS SHALL NOT BE WRINKLED.

5. USE RACEWAY FITTINGS THAT ARE TYPES COMPATIBLE WITH THE ASSOCIATED RACEWAY AND SUITABLE FOR THE USE AND LOCATION. INSTALL EXPANSION FITTINGS ACROSS ALL STRUCTURAL CONSTRUCTION JOINTS AND EXPANSION/DEFLECTION COUPLINGS ACROSS ALL STRUCTURAL EXPANSION JOINTS AND IN EVERY 200 FOOT OF LINEAR CONDUIT RUN. A FLEXIBLE BONDING JUMPER AT LEAST THREE-TIMES THE NOMINAL WIDTH OF THE JOINT SHALL BE INSTALLED.

6. RUN RACEWAYS PARALLEL AND PERPENDICULAR TO BUILDING ELEMENTS AND OTHER EQUIPMENT WITH A MINIMUM OF BENDS IN THE SHORTEST PRACTICAL DISTANCE CONSIDERING THE TYPE OF BUILDING CONSTRUCTION AND OBSTRUCTIONS EXCEPT AS OTHERWISE INDICATED. INSTALL EXPOSED RACEWAYS PARALLEL AND PERPENDICULAR TO NEARBY SURFACES OR STRUCTURAL MEMBERS AND FOLLOW THE SURFACE CONTOURS AS MUCH AS PRACTICAL. RUN EXPOSED AND PARALLEL RACEWAYS TOGETHER. MAKE BENDS IN PARALLEL RUNS FROM THE SAME CENTER LINE SO THAT THE BENDS ARE PARALLEL. FACTORY ELBOWS MAY BE USED ONLY WHERE THEY CAN BE INSTALLED PARALLEL. IN OTHER CASES PROVIDE FIELD BENDS FOR PARALLEL RACEWAYS.

7. RACEWAYS ARE TO BE RUN VERTICALLY IN WALLS. HORIZONTAL CONDUIT RUNS IN WALLS SHALL BE AVOIDED. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE ENGINEER AND OWNER’S REPRESENTATIVE TO ROUTE A HORIZONTAL RACEWAY PRIOR TO ROUGH-IN.

8. PROVIDE NYLON PULL STRING WITH PRINTED FOOTAGE INDICATORS HAVING NOT LESS THAN 200 POUNDS TENSILE STRENGTH. LEAVE NOT LESS THAN 12 INCHES OF SLACK AT EACH END OF THE PULL STRING. IDENTIFY WITH TAGS AT EACH END THE ORIGIN AND DESTINATION OF EACH EMPTY CONDUIT AND INDICATE SAME ON ALL EMPTY OR SPARE CONDUITS ON THE AS-BUILT DRAWINGS. PULL STRINGS ARE NOT REQUIRED IN NIPPLES OR SLEEVES UNLESS NOTED OTHERWISE.

9. USE SHORT LENGTH (MAXIMUM OF 6 FEET) OF FLEXIBLE CONDUIT FOR RECESSED AND SEMI-RECESSED LUMINAIRES, FOR EQUIPMENT SUBJECT TO VIBRATION, NOISE TRANSMISSION, OR MOVEMENT; AND FOR ALL MOTORS. USE LIQUID-TIGHT FLEXIBLE CONDUIT IN WET LOCATIONS. INSTALL SEPARATE GROUND CONDUCTOR ACROSS FLEXIBLE CONNECTIONS

10. CONDUIT SHALL NOT BE MOUNTED ON DUCTWORK OR OTHER MECHANICAL EQUIPMENT EXCEPT WHERE NECESSARY TO MAKE CONNECTIONS TO ELECTRICAL DEVICES THAT ARE PART OF OR MOUNTED ON SUCH EQUIPMENT. WHERE CONDUIT MUST BE INSTALLED ON EQUIPMENT, DO NOT COVER ACCESS DOORS, CONTROLS, REMOVABLE PANELS, OR OTHERWISE HINDER NORMAL MAINTENANCE AND REPAIR OF THE EQUIPMENT. WHERE IT IS NECESSARY TO MAKE CONDUIT CONNECTIONS TO EQUIPMENT MOUNTED ON VIBRATION MOUNTS, FLEXIBLE CONNECTION SHALL BE USED.

11. DO NOT SUPPORT CONDUIT WITH WIRE OR PERFORATED PIPE STRAPS. REMOVE WIRE USED FOR TEMPORARY SUPPORTS. DO NOT ATTACH CONDUIT TO CEILING SUPPORT WIRES. SUSPENDED CEILING GRIDS SHALL NOT BE USED AS A MEANS OF SUPPORTING WIRING SYSTEMS.

12. CONDUITS SHALL NOT CROSS PIPE SHAFTS OR VENTILATION DUCT OPENINGS. WHERE CONDUITS MUST PENETRATE AIR-TIGHT SPACES OR PLENUMS, SEAL AROUND THE CONDUIT WITH A MASTIC ACCEPTABLE TO THE ARCHITECT/ENGINEER.

13. INSTALL AN INSULATED GROUND CONDUCTOR IN ALL CONDUITS.

14. WHERE INDIVIDUAL CONDUITS PENETRATE EXISTING FIRE-RATED WALLS AND FLOORS, PACK VOID AROUND CONDUIT WITH FIRE RATED INSULATION AND SEAL OPENING AROUND CONDUIT WITH UL LISTED FORMA SILICONE ELASTOMER COMPOUND. WHERE CONDUITS PENETRATE EXTERIOR WALLS, NEW FLOORS, OR ROOF, PROVIDE PIPE SLEEVE ONE SIZE LARGER THAN CONDUIT, PACK VOID AROUND CONDUIT WITH FIRE RATED INSULATION, AND SEAL OPENING AROUND CONDUIT WITH UL LISTED FOAM SILICONE ELASTOMER COMPOUND. CONDUITS ON TRAPEZE TYPE SUPPORT SYSTEM SHALL REQUIRE FIRE TAPING ONLY.

15. CONDUIT SHALL BE ROUTED THROUGH ROOF OPENINGS FOR PIPING AND DUCTWORK OR THROUGH SUITABLE ROOF JACK WITH PITCH POCKET.

16. MAINTAIN 12-INCH CLEARANCE BETWEEN CONDUIT AND SURFACES WITH TEMPERATURES EXCEEDING 104DEG F.

17. INSTALL NO MORE THAN EQUIVALENT OF FOUR 90-DEGREE BENDS BETWEEN BOXES. USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION, AS AROUND BEAMS.

18. INSTALL CONDUIT TO PRESERVE FIRE RESISTANCE RATING OF PARTITION ASSEMBLIES AND OTHER ELEMENTS.

1.21 BUILDING WIRE AND CABLE

A. BUILDING WIRE AND CABLE

1. CONDUCTOR: COPPER2. INSULATION VOLTAGE RATING: 600 VOLTS3. INSULATION: NFPA 70, TYPE THHN/THWN RATED 90 DEGREES C

B. WIRE PREPARATION AND INSTALLATION

1. COMPLETELY AND THOROUGHLY SWAB RACEWAY BEFORE INSTALLING WIRE. USE SUITABLE WIRE PULLING LUBRICANT FOR BUILDING WIRE 4 AWG AND LARGER

2. USE STRANDED CONDUCTOR FOR ALL FEEDERS AND BRANCH CIRCUITS.

3. USE STRANDED CONDUCTORS FOR CONTROL CIRCUITS. ALL CONTROL WIRE ENDS SHALL BE TINNED OR FITTED WITH CRIMP-ON CONNECTORS.

4. USE CONDUCTOR NOT SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS.

5. USE 10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 50 FEET TO THE FIRST FIXTURE OR DEVICE. USE 10 AWG CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 100 FEET TO THE FIRST FIXTURE OR DEVICE.

6. PULL ALL CONDUCTORS INTO RACEWAY AT SAME TIME. WIRE PULLING SHALL BE PERFORMED THROUGH THE SYSTEM IN SUCH A MANNER AS TO NOT EXCEED THE MAXIMUM TENSILE STRENGTH OF THE CABLE BEING PULLED AS ALLOWED BY NEC AND/OR THE CABLE MANUFACTURER. PULLING COMPOUND SHALL BE NON-CONDUCTIVE AND SHALL DRY TO A FINE LUBRICATING POWDER.

7. WHERE A BRANCH CIRCUIT EXTENDS THROUGH A RECEPTACLE OUTLET, ALL CONNECTING CONDUCTORS SHALL BE PIGTAILED SO AS TO PREVENT DOWNSTREAM LOADS FROM BEING CONDUCTED BY RECEPTACLE.

8. SUPPORT CABLES ABOVE ACCESSIBLE CEILING, USING SPRING METAL CLIPS OR METAL CABLE TIES TO SUPPORT CABLES FROM STRUCTURE. CEILING SUSPENSION SYSTEM OR SUSPENDED GRID SYSTEMS SHALL NOT BE ALLOWED TO PROVIDE SUPPORT FOR CABLE WIRING SYSTEMS. DO NOT ALLOW CABLE TO REST ON CEILING PANELS.

9. NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT AND PANELBOARDS.

10. USE SPLIT BOLT CONNECTORS FOR COPPER CONDUCTOR SPLICES AND TAPS, 6 AWG AND LARGER. TAPE UNINSULATED CONDUCTORS AND CONNECTOR WITH ELECTRICAL TAPE TO 150 PERCENT OF INSULATION RATING OF CONDUCTOR.

11. USE SOLDERLESS PRESSURE CONNECTORS WITH INSULATING COVERS FOR COPPER CONDUCTOR SPLICES AND TAPS, 8 AWG AND SMALLER.

12. USE INSULATED SPRING WIRE CONNECTORS WITH PLASTIC CAPS FOR COPPER CONDUCTOR SPLICES AND TAPS, 10 AWG AND SMALLER.

C. WIRE AND CABLE COLOR CODING:

1. WIRE NO. 6 AWG AND SMALLER SHALL BE FACTORY COLOR-CODED. WIRE NO. 4 AWG AND LARGER MAY BE COLOR-CODED BY FIELD PAINTING OR COLOR TAPING OF 6-INCH LENGTH OF EXPOSED ENDS. CONDUCTORS HAVING WHITE, GRAY, WHITE WITH COLORED STRIPE, GREEN OR GREEN WITH COLORED STRIPE SHALL NOT BE USED TO INDICATE OTHER THAN NEUTRAL OR GROUNDING.

120/208 VOLTS 277/480 VOLTSA=BLACK A=BROWNB=RED B=ORANGEC=BLUE C=YELLOWNEUTRAL=WHITE NEUTRAL=GRAYGROUND=GREEN GROUND=GREEN

1.22 CABINETS, BOXES AND DEVICES:

A. OUTLET BOXES:

1. SHEET METAL OUTLET BOXES: NEMA OS 1, GALVANIZED STEEL

a. FIXTURE OUTLETS BOXES IN FINISHED CEILINGS SHALL BE FITTED WITH OPEN COVERS, SET TO COME FLUSH WITH THE FINISHED SURFACE.

b. SPECIAL ELECTRICAL SYSTEM DEVICES SHALL BE MOUNTED IN 4” SQUARE BOXES OF 25 CUBIC INCH MINIMUM CAPACITY, SUITABLY FITTED WITH APPROPRIATE COVERS WHERE NECESSARY TO SET FLUSH WITH THE FINISHED SURFACE.

B. WALL PLATES:

1. DECORATIVE COVER PLATE: IVORY SMOOTH NYLON FOR FINISHED AREAS. SATIN STAINLESS STEEL FOR LABORATORIES AND IN CLEAN ROOMS.

2. WEATHERPROOF COVER PLATE: HUBBELL #WP26MH NEMA 3R IN USE PROTECTION. CAST ALUMINUM, HORIZONTAL MOUNTING FOR A DUPLEX RECEPTACLE.

C. EXAMINATION:

1. VERIFY THAT OUTLET BOXES ARE INSTALLED AT PROPER HEIGHT. VERIFY THAT WALL OPENINGS ARE NEATLY CUT AND WILL BE COMPLETELY COVERED BY WALL PLATES. CLEAN DEBRIS FROM OUTLET BOXES.

2. VERIFY THAT FLOOR BOXES ARE ADJUSTED PROPERLY.

3. VERIFY THAT OPENINGS IN ACCESS FLOOR ARE IN PROPER LOCATIONS.

4. VERIFY THAT BRANCH CIRCUIT WIRING INSTALLATION IS COMPLETED, TESTED AND READY FOR CONNECTION TO WIRING DEVICES.

D. INSTALLATION:

1. INSTALL DEVICES PLUMB AND LEVEL.

2. ELECTRICAL BOXES ARE SHOWN ON DRAWINGS IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED.

3. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS AND IN UNFINISHED AREAS ONLY.

4. INACCESSIBLE CEILING AREAS: INSTALL OUTLET AND JUNCTION BOXES NO MORE THAN 6 INCHES FROM CEILING ACCESS PANEL OR FROM REMOVABLE RECESSED LUMINAIRE.

5. USE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS.

6. USE STAMPED STEEL BRIDGES TO FASTEN FLUSH MOUNTING OUTLET BOX BETWEEN STUDS.

7. USE ADJUSTABLE STEEL CHANNEL FASTENERS FOR HUNG CEILING OUTLET BOX.

8. DO NOT FASTEN BOXES TO CEILING SUPPORT WIRES.

9. SUPPORT BOXES INDEPENDENTLY OF CONDUIT.

10. USE GANG BOX WHERE MORE THAN ONE DEVICE IS MOUNTED TOGETHER. DO NOT USE SECTIONAL BOX. USE GANG BOX WITH PLASTER RING FOR SINGLE DEVICE OUTLETS.

1.23 GROUNDING AND BONDING:

A. MATERIAL: PROVIDE STRANDED COPPER FOR ALL GROUNDING AND BONDING CONDUCTORS..

B. GROUNDING ELECTRODE CONDUCTOR: SIZE TO MEET NFPA 70 REQUIREMENTS.

C. INSTALLATION:

1. FOR ALL ALTERATIONS OR EXTENSIONS OF EXISTING SYSTEMS REQUIRED UNDER THIS PROJECT, PERFORM ALL WORK REQUIRED TO ESTABLISH AND MAINTAIN CONTINUITY OF NEUTRAL AND EQUIPMENT GROUNDING SYSTEMS IN CONFORMITY WITH NFPA 70 AND APPLICABLE SPECIFIC REQUIREMENTS.

2. BOND TOGETHER SYSTEM NEUTRALS, SERVICE EQUIPMENT ENCLOSURES, EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT, METAL RACEWAY SYSTEMS, GROUNDING CONDUCTOR IN RACEWAYS AND CABLES, RECEPTACLE GROUND CONNECTORS AND PLUMBING SYSTEMS.

3. EXPOSED GROUNDING CONNECTIONS SHALL BE MADE BY MEANS OF APPROVED BRONZE CLAMPS: BURNDY HYGROUND OR EQUIVALENT.

1.24 SUPPORTING DEVICES:

A. INSTALLATION REQUIREMENTS:

1. FASTEN HANGER RODS, CONDUIT CLAMPS AND OUTLET AND JUNCTION BOXES TO BUILDING STRUCTURE USING PRECAST INSERT SYSTEM, EXPANSION ANCHORS, PRESET INSERTS, BEAM CLAMPS, OR SPRING STEEL CLIPS.

2. USE TOGGLE BOLTS OR HOLLOW WALL FASTENERS IN HOLLOW MASONRY, PLASTER OR GYPSUM BOARD PARTITIONS AND WALLS; SELF-DRILLING ANCHORS OR EXPANSION ANCHORS OR PRESET INSERTS IN SOLID MASONRY WALLS; SELF-DRILLING ANCHORS OR EXPANSION ANCHOR ON CONCRETE SURFACES; SHEET METAL SCREWS IN SHEET METAL STUDS; AND WOOD SCREWS IN WOOD CONSTRUCTION.

3. DO NOT FASTEN SUPPORTS TO PIPING, DUCTWORK, MECHANICAL EQUIPMENT OR CONDUIT.

4. DO NOT USE POWDER ACTUATED ANCHORS.

5. CONDUITS SHALL NOT BE SUPPORTED FROM THE SUPPORT WIRES OF SUSPENDED CEILING SYSTEMS.

6. ELECTRICAL DEVICES OR EQUIPMENT SHALL NOT BE HUNG FROM THE ROOF DECK.

7. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR STEEL CHANNEL, RIGIDLY WELDED OR BOLTED TO PRESENT A NEAT APPEARANCE. USE HEXAGON HEAD BOLTS WITH SPRING LOCK WASHERS UNDER ALL NUTS.

8. WHERE DEVICES PASS THROUGH FIRE RATED WALLS, FLOORS, OR ROOF, PROVIDE FIRE SEALS UTILIZING UL APPROVED SEALING METHODS AND MATERIALS. PROVIDE FIRE SEALANT MATERIALS AS MANUFACTURED BY 3M, HILTI, AND TREMCO.

1.25 ELECTRICAL IDENTIFICATION:

A. GENERAL:

1. DEGREASE AND CLEAN SURFACES TO RECEIVE NAMEPLATES AND TAPE LABELS.

2. INSTALL NAMEPLATES AND TAPE LABELS PARALLEL TO EQUIPMENT LINES.

3. EMBOSSED TAPE OR SELF-STICKING ADHESIVE BACKED NAMEPLATES WILL NOT BE PERMITTED FOR ANY APPLICATION.

B. WIRE MARKERS:

1. DESCRIPTION: PROVIDE COLORED ADHESIVE MARKING TAPE FOR BANDING WIRES AND CABLES.

2. IDENTIFY JUNCTION, PULL AND CONNECTION BOXES: IDENTIFICATION OF SYSTEMS AND CIRCUITS SHALL INDICATE SYSTEM VOLTAGE AND IDENTIFY OF CONTAINED CIRCUITS ON OUTSIDE OF BOX COVER. COLOR CODE SHALL BE SAME AS CONDUITS FOR PRESSURE SENSITIVE LABELS. USE SELF ADHESIVE MARKING TAPE LABELS AT EXPOSED LOCATIONS AND INDELIBLE BLACK MARKER AT CONCEALED BOXES. ALL FIRE ALARM BOXES SHALL HAVE COVERS PAINTED RED. ALL TEMPERATURE CONTROL BOXES SHALL HAVE COVERS PAINTED BLUE.

3. PROVIDE TAPE LABELS FOR IDENTIFICATION OF INDIVIDUAL SWITCH WALL PLATES. LOCATE TAPE ON FRONT OF PLATE AND IDENTIFY BRANCH CIRCUIT SERVING THE RECEPTACLE. LOCATE THE TAPE ON THE FRONT OF THE COVER PLATE AND IDENTIFY THE BRANCH CIRCUIT SERVING THE EQUIPMENT.

4. MATCH IDENTIFICATION MARKINGS WITH DESIGNATIONS USED IN PANELBOARDS SHOP DRAWINGS, CONTRACT DOCUMENTS AND SIMILAR PREVIOUSLY ESTABLISHED IDENTIFICATION SCHEMES FOR THE FACILITY’S ELECTRICAL INSTALLATIONS.

5. ENGRAVED, PLASTIC LAMINATED LABELS, SIGNS AND INSTRUCTION PLATES: ENGRAVING STOCK MELAMINE PLASTIC LAMINATE, 1/16 INCH MINIMUM THICK FOR SIGNS UP TO 20 SQUARE INCHES, OR 8 INCHES IN LENGTH; 1/8 INCH THICK FOR LARGER SIZES. ENGRAVED LEGEND IN WHITE LETTERS ON BLACK FACE FOR NORMAL AND WHITE LETTERS ON RED FACE FOR EMERGENCY, BLACK LETTERS ON YELLOW FACE FOR UPS AND PUNCHED FOR MECHANICAL FASTENERS.

a. APPLY EQUIPMENT IDENTIFICATION LABELS OF ENGRAVED PLASTIC LAMINATE ON EACH MAJOR UNIT OF ELECTRICAL EQUIPMENT IN BUILDING, INCLUDING CENTRAL OR MASTER UNIT OF EACH ELECTRICAL SYSTEM. THIS INCLUDES COMMUNICATION/SIGNAL/ALARM SYSTEMS, UNLESS UNIT IS SPECIFIED WITH

ITS OWN SELF EXPLANATORY IDENTIFICATION. TEXT SHALL MATCH TERMINOLOGY AND NUMBERING OF THE CONTRACT DOCUMENTS AND SHOP DRAWINGS.

FIRE ALARM SYSTEMS1.1 SUMMARY:

A. EXTENT OF FIRE ALARM SYSTEMS WORK IS INDICATED BY DRAWINGS. THE CONTROL PANEL IS EXISTING. ALL EXISTING DEVICES SUCH AS CALL BOXES, CONNECTIONS, SHALL REMAIN AS EXISTING U.O.N. ON DRAWINGS.

B. PROVIDE SYSTEM COMPONENT DEVICES COMPATIBLE WITH THE EXISTING SYSTEM.1.2 QUALITY ASSURANCE:

A. MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN MANUFACTURE OF FIRE ALARM SYSTEMS OF TYPES, SIZES, AND ELECTRICAL CHARACTERISTICS REQUIRED, AND WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 5 YEARS.

B. INSTALLER'S QUALIFICATIONS: FIRM WITH AT LEAST 5 YEARS OF SUCCESSFUL INSTALLATION EXPERIENCE ON PROJECTS WITH FIRE ALARM SYSTEMS WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT AND WITH MANUFACTURER'S FACTORY TRAINED PERSONNEL AND WITH FACTORY AUTHORIZED SERVICE ORGANIZATION AND SPARE PARTS STOCK WITHIN 50 MILES OF THE PROJECT AND WITH A 24 HOUR RESPONSE TIME.

C. CODES AND STANDARDS:1. THE COMPLETE INSTALLATION SHALL CONFORM TO THE APPLICABLE SECTIONS OF

NFPA-72, LOCAL CODE REQUIREMENTS AND THE NATIONAL ELECTRICAL CODE WITH PARTICULAR ATTENTION TO ARTICLE 760. ALL CONTROL EQUIPMENT MUST HAVE TRANSIENT PROTECTION TO COMPLY WITH UL 864 REQUIREMENTS OR STANDARD #497B AS APPLICABLE.

2. UL COMPLIANCE AND LABELING: COMPLY WITH PROVISIONS OF UL SAFETY STANDARDS PERTAINING TO FIRE ALARM SYSTEMS; AND PROVIDE PRODUCTS AND

COMPONENTS WHICH ARE UL LISTED AND LABELED.3. THE FIRE ALARM SYSTEM AND DEVICES SHALL COMPLY WITH ADA 1990 AND UL 1971

REQUIREMENTS.4. INTERNATIONAL BUILDING CODE AND OTHER APPLICABLE LOCAL CODES AND

STANDARDS.1.3 SUBMITTALS:

A. SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA, INCLUDING SPECIFICATIONS, DATA SHEETS, WIRING DIAGRAMS, EQUIPMENT RATINGS, DIMENSIONS, FINISHES AND DESCRIPTIONS OF SYSTEM OPERATION.

B. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS SHOWING COMPLETE LIST OF SYSTEM COMPONENTS, LOCATIONS AND PARTIAL SCHEMATIC OF SYSTEM WIRING.

C. SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS, INCLUDING OUTLET OR BACK BOX REQUIREMENTS FOR EACH PIECE OF EQUIPMENT.

D. SUBMIT SEQUENCE OF OPERATION AND VERIFICATION OF SYSTEM OPERATION BY MANUFACTURER OR HIS AUTHORIZED REPRESENTATIVE.

E. SUBMIT BACK-UP BATTERY CALCULATIONS.F. LIST ALL VARIANCES AND ATTACH AS REQUIRED.G. INCLUDE BRIEF DESCRIPTION OF SCOPE OF WORK.H. SUBMIT MAINTENANCE DATA AND PARTS LISTS FOR EACH TYPE OF FIRE ALARM

EQUIPMENT INSTALLED.1.4 OPERATION:

A. THE SYSTEM ALARM OPERATION SUBSEQUENT TO THE ALARM ACTIVATION OF ANY MANUAL STATION, AUTOMATIC DETECTION DEVICE, OR SPRINKLER FLOW SWITCH SHALL BE UNCHANGED FROM THE EXISTING SYSTEM OPERATION.

B. PROVIDE ADDITIONS AND ALTERATIONS TO THE EXISTING SYSTEMS THAT PROVIDE THE FOLLOWING:1. ALL DOORS NORMALLY HELD OPEN BY DOOR CONTROL DEVICES SHALL RELEASE.2. ALL DOORS NORMALLY HELD OPEN BY DOOR CONTROL DEVICES SHALL RELEASE

UPON AC POWER FAILURE.1.5 SUPERVISION:

A. SUPERVISION SHALL BE UNCHANGED FROM THE EXISTING SYSTEM. 1.6 ACCEPTABLE MANUFACTURERS:

A. MANUFACTURERS: PROVIDE MATERIALS THAT MATE AND MATCH WITH EXISTING SYSTEM COMPONENTS. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE FIRE ALARM SYSTEM COMPONENTS MANUFACTURED BY THE SAME MANUFACTURER OF THE EXISTING SYSTEM.1. NOTIFIER 30302. H.R. KIRKLAND GRAPHIC MAPS

1.7 FIRE ALARM AND DETECTION SYSTEMS:A. GENERAL: PROVIDE COMPLETE FIRE ALARM PRODUCTS OF TYPES, SIZES AND

CAPACITIES INDICATED, WHICH COMPLY WITH MANUFACTURER'S STANDARD DESIGN, MATERIALS, COMPONENTS; CONSTRUCT IN ACCORDANCE WITH PUBLISHED PRODUCT INFORMATION, AND AS REQUIRED FOR COMPLETE INSTALLATION. PROVIDE FIRE ALARM AND DETECTION SYSTEMS FOR APPLICATIONS INDICATED.

B. WIRING SYSTEM MATERIALS: 1. PROVIDE WIRE AND CABLE IN ACCORDANCE WITH REQUIREMENTS OF

MANUFACTURER. WIRE INSULATION SHALL COMPLY WITH NEC ARTICLE 760.2. PROVIDE INDIVIDUAL SOLID COPPER CONDUCTOR SIZES AWG #14, OR LARGER.3. PROVIDE MULTICONDUCTOR CABLES FOR WIRE SIZES SMALLER THAN AWG #16.4. PROVIDE CONDUCTORS WHICH ARE UL LISTED FOR THE INSTALLATION AND

LOCATION, AND APPROVED FOR FIRE ALARM USAGE.5. INITIATING CIRCUITS SHALL BE COLOR CODED TO MATCH EXISTING SCHEME.6. ALL CONDUCTORS SHALL BE NUMBERED AND THEIR NUMBERS SHALL CORRESPOND

TO THE TERMINAL BLOCK NUMBERING THEY ARE CONNECTED TO. PROVIDE CONDUCTOR WIRING AND TERMINAL BLOCK NUMBERING.

C. POWER SUPPLIES: EXISTING SYSTEM OPERATES ON 120 VAC POWER SUPPLY. PROVIDE ADDITIONAL POWER SUPPLIES AND OTHER EQUIPMENT NECESSARY TO ACCOMMODATE NEW OR MODIFIED EXISTING DEVICES.1. PROVIDE BATTERY BACK UP AND INCREASE BATTERY BACK-UP TO SYSTEM AS

REQUIRED. DESIGN BATTERY BACK UP TO TAKE OVER SUPPLY TO SYSTEM WITHIN 30 SECONDS OF LOSS OF PRIMARY SYSTEM TO 85 PERCENT VOLTAGE. PROVIDE

BATTERY SYSTEM CAPABLE OF OPERATION OF SYSTEM FOR 24 HOURS UNDER NORMAL CONDITIONS AND THEN FOR 5 MINUTES UNDER ALARM CONDITIONS.

D. CONNECT ADDITIONAL DEVICES TO EXISTING FIRE ALARM CONTROL PANEL. MODIFY AND UPGRADE PANEL FOR COMPATIBILITY WITH CURRENT CODES AND CURRENT UL REQUIREMENTS AND AS REQUIRED FOR THE ADDITIONAL FEATURES OR EQUIPMENT.

1.8 INSTALLATION OF BASIC WIRING SYSTEM MATERIALS:A. INSTALL ALL WIRING IN RACEWAYS. B. INSTALL WIRING IN EXPOSED IVORY COLORED SURFACE METAL RACEWAY WHERE

SPECIFICALLY NOTED AS ALLOWED ON WALL OR CEILINGS.C. INSTALL WIRES AND CABLES WITHOUT SPLICES. MAKE CONNECTIONS AT TERMINAL

STRIPS IN CABINETS OR AT EQUIPMENT TERMINALS. MAKE SOLDERED SPLICES IN ELECTRONIC CIRCUITS IN CONTROL CABINETS.

1.9 INSTALLATION OF FIRE ALARM SYSTEMS:A. INSTALL FIRE ALARM SYSTEM COMPONENTS AS INDICATED, IN ACCORDANCE WITH

EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIONS AND COMPLYING WITH APPLICABLE PORTIONS OF NEC AND NECA'S "STANDARD OF INSTALLATION."

B. WIRING: WIRING OF FIRE ALARM SYSTEM IS WORK OF THIS SECTION, BUT IS NOT SPECIFICALLY DETAILED ON DRAWINGS. REFER TO THE MANUFACTURER'S SHOP DRAWINGS FOR DETAILED WIRING AND CONNECTION INFORMATION.

1.10 THE EXISTING SYSTEM SHALL REMAIN IN OPERATION WHILE THE NEW DEVICES ARE BEING INSTALLED, TESTED, AND ACCEPTED.

1.11 FIELD QUALITY CONTROL:1. THE COMPLETED FIRE ALARM SYSTEM SHALL BE FULLY TESTED IN ACCORDANCE

WITH NFPA-72 BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND THE LOCAL FIRE MARSHAL. THE CONTRACTOR SHALL COORDINATE THE TESTING OF EACH FIRE ALARM DETECTOR ADDED OR RELOCATED UNDER THIS PROJECT WITH THE FIRE DEPARTMENT AND FORWARD A COMPLETED CHECKLIST SHOWING EACH DETECTOR OPERATED PROPERLY AND THAT PROPER INDICATION OF DETECTOR OPERATION OCCURRED AT ALL CONTROL PANELS, ANNUNCIATOR PANELS, REMOTE INDICATORS, REMOTE TEST SWITCHES, ETC. IN ADDITION, PROPER INTERLOCKS, DOOR RELEASE, ETC. SHALL BE DOCUMENTED WITH SPECIFIC EQUIPMENT AFFECTED LISTED BY IDENTIFIER. UPON COMPLETION OF A SUCCESSFUL TEST, THE CONTRACTOR SHALL SO CERTIFY IN WRITING TO THE OWNER AND GENERAL CONTRACTOR.

2. SUBMIT COPY OF TEST RESULTS IN DUPLICATE AFTER SIGNED BY OWNER'S REPRESENTATIVE TO ARCHITECT/ENGINEER, OWNER, AND LOCAL FIRE PROTECTION AUTHORITY. MOUNT COPY OF INSPECTION RECORD IN LEXAN ENCLOSED FRAME ASSEMBLY ON CONTROL PANEL.

B. THE CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT AND WIRING PROVIDED UNDER THIS CONTRACT FREE FROM INHERENT MECHANICAL AND ELECTRICAL DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AS SET FORTH IN THE GENERAL CONDITIONS.

1.12 PAINTING AND PATCHING:A. CONTRACTOR SHALL PAINT ALL EXPOSED CONDUIT TO MATCH ADJACENT SURFACES.

ALL SURFACES OR FINISHES DAMAGED AS A RESULT OF THIS WORK SHALL BE PROPERLY PATCHED, PAINTED AND/OR REPAIRED BY TRAINED CRAFTSMEN OF THE TRADE INVOLVED.

B. CONTRACTOR SHALL PATCH AND PAINT WHERE OLD DEVICES ARE REMOVED UNLESS THE OLD DEVICES ARE IN BLOCK WALLS OR IN CONCRETE, WHERE THE CONTRACTOR SHALL PROVIDE BLANK PLATES ON BOXES. BLANK PLATES SHALL BE PAINTED TO MATCH ADJACENT SURFACES.



DAO No.:

November 9, 2018

2018-030




ELECTRICALSPECIFICATIONS

E2.0



DAO No.:

November 9, 2018

2018-030




FIRST FLOORPOWER AND SYSTEMSPLAN - ALTERNATE #1

E3.0

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