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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

1

A R I Z O N A

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Cover Sheet

AMPHITHEATER HIGH SCHOOLJTED WELDING LABAmphitheater Public Schools

November 2019100% Construction Documents

Job No. 17.14.45

SC

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

1

A R I Z O N A

D at e S i gn e d .A.. SU.

. . . . . ... ... . . .. . .

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GeneralInformation

EXTERIOREXT.

WITHWATER CLOSET

VENT THRU ROOFVERTICAL

WEIGHT

WROUGHT IRON

WAINSCOT

WALL CLEAN OUT

WINDOW

WATER RESISTANTWATER PROOF

WOOD

GYPSUM WALL BOARD

WATER RESISTANT -

WELDED WIRE MESH

VINYL COMPOSITION TILE

NOMINALNOT IN CONTRACT

MULLIONMETALMOUNTEDMASONRY OPENINGMETAL LATHMISCELLANEOUSMINIMUMMANHOLEMANUFACTURER

OVER OR ON

PAVEMENT

OPPOSITEOPENING

OWNER FURNISHEDOUTSIDE FACEOUTSIDE DIAMETERON CENTER

NOT TO SCALENUMBER

CONTRACTOR INSTALLED

MEMBRANE

NO.

P

OPNG.

O.F.C.I.

OPP.

O/

O.D.O.C.

O.F.

N.T.S.

MTD.

N.I.C.NOM.

MULL.MTL.

MIN.

M.L.MISC.

MO

M.H.MFG.MEMB.

HOLLOW METALH.M.

INTERIORINSULATIONINFORMATIONINSIDE FACE

INTEGRAL COLOR CONCRETE

HOT WATER RETURNHOT WATERHEIGHTHORSEPOWERHORIZONTAL

MECHANICAL

MAXIMUMMATERIALMASONRY

LAVATORY

JANITOR'S CLOSET

MACHINE BOLT

JOINTJOIST

JUNCTION BOX

MASONRY CONTROL JOINTMECH.

MAX.MAT.

MCJM.B.

MAS.

JT.

LAV

J.C.JST.

J.B.

I.F.

INS.INT.

INFO.

ICC.

HT.

HWR

H.P.

H.W.

HORIZ.

FLOOR SINKFLUORESCENTFLOORFLASHINGFINISH

FIRE EXTINGUISHERFOUNDATIONFLOOR CLEAN OUTFLOOR DRAIN

EXISTING

GALVANIZED

HARDWAREHOLLOW COREHOSE BIB

GLUE LAMB BEAM

FURRINGFOOTING

GAUGE

GLASS FIBER

GYPSUM WALL BOARD

FINISH FLOOR ELEVATIONFIRE EXTINGUISHER CABINET

FT. FEET

H.C.H.B.

HDW.

GLBGWB

GALV.GFRC

FTG.FURR.

GA.

FEC

FLUOR.F.S.

FLR.

FIN.F.F.E.

FLSH.

(E)

F.D.

F.E.FDN.FCO

WD.WDW.W.P.W.R.

WCO

WRGWB

WSCT.

W.W.M.WT.

W.I.

W/W.C.

VTRVERT.VCT

PLASTERPLATE

PIECE

PLATE GLASS

PERPENDICULAR

PULL CHAIN

PLASTIC LAMINATE

PANELPAIR

PLYWOOD

PARTITION

PROJECT

PHASEPAINTED

PURLIN

QUARRY TILE

PUBLIC

RADIUSRISER

RECEPTACLEROOF DRAIN

RETURN AIR

ROOMROOFINGREVISIONREQUIREDREENFORCEMENTREGISTERRECESSED

SECTION

SHEETSQUARE FOOT

SOLID CORE

SCHEDULE

SQUARE

SIMILAR

SERVICE SINK

SPECIFICATIONSSHEET METAL

SPEAKER

ROUGH OPENING

STEELSTRUCTURAL

STANDARDSTAINLESS STEEL

STORAGE

TREAD

THICKTHRESHOLDTOP OF BEAM

TELEPHONE

TUBE STEEL

TELEVISION

TOP OF WALLTOP OF MASONRYTOP OF FOOTING

TYPICAL

VENTILATE

TOP OF CURB

POLYVINYL CHLORIDE

PRESSURE TREATED

VITRIFIED CLAY PIPE

UNLESS NOTED OTHERWISE

TELEPHONE TERMINAL BOARD

SHORT LEG VERTICAL

TONGUE AND GROOVE

SUSPENDED CEILING

SOLID CORE WOOD DOOR

S.S.

CPT. CARPET

DRAWING

DOOR

DIMENSIONDRINKING FOUNTAINDETAIL

COLD WATERCERAMIC TILECOUNTERSINK

DOWN SPOUT

DITTODOWN

EXPANSIONEXISTINGEXHAUST

EACH WAYEQUIPMENTEQUALENTRANCEELEVATIONELECTRICALEXPANSION JOINTEACH FACEEACH

ELECTRIC WATER COOLER

EXIST'G.EXP.

E.W.

EXH.EWC

EQUIP.EQ.

E.J.

ELEV.ELEC.

ENT.

E.F.EA.

DWG.

DR.DODN.

D.S.

DIM.D.F.DET.

C.T.CSK.

C.W.

V OR VENT

TYP.

VCP

U.N.O.

T.S.

TVT.T.B.

T.O.W.

T.O.F.T.O.M.

T.O.C.

T

THR.T.O.B.

TH.TEL.T&G

STRUCT.SUSP. CLG.

STL.

STD.S.STL.

STOR.

CERAMICCEMENT PLASTERCEMENT

CATCH BASINCABINET

BUILT UPBETWEENBASEMENT

COLUMN

CONTINUOUSCONSTRUCTIONCONCRETECOMBINATION

CEILINGCENTER LINECONTROL JOINTCIRCUITCAST IRON

CLEAN OUT

CHANNELS

CONCRETE MASONRY UNIT

CUBIC FEET PER MINUTECONTRACTOR INSTALLCONTRACTOR FURNISH

BEARING

COL.

CONST.CONT.

CONC.COMB.

C.O.CMU

C.L.CLG.

CIR.C.I.

C.J.

C.B.

CEM. PLAS.

CFM

C.F.C.I.CER.

CEM.

CAB

B.U.BTWN.BSMT.BRG.

SPECS.

SLV

SPKR.

S.M.

SQ.

SIM.

SQ. FT.

SCHED.SECT.

SHT.

SCWD.S.C.R.O.

REC.

REQ'D.

RM.

REINF.

REV.RFG.

REG.

R.D.RCPT.

RRAD.R.A.

ALTERNATEALLOWANCE

ADJACENTAIR CONDITIONING

ANCHOR BOLT

ALUMINUM

BOTTOM

BLOCKINGBUILDINGBUILDING LINEBOARD

AUTOMATIC

ACOUSTICAL TILEACCESS PANELAMPERE

BEAM

ABBREVIATIONS

ABOVE FINISH FLOOR

AGGREGATE BASE COURSE

ALT

BM.BOT.

BLKG.BLDG.

BDB.L.

@

ALUM

AUTO

A.T.A.P.AMP

AT

ALLOW

ADJ

AFF

A.C.

A.B.A.B.C.

PLAS. LAM.

PUB.

/O

Q.T.

PTD.

PUR.PVC

PLYWD.

PTN.

PR.

PTPROJ.

PNL.

PL

PL.GL.PLAS

PEP.C.

PERP.

ROUGH FRAMING

WELDED WIRE MESH

GYPSUM WALL BOARD

CEMENT PLASTER

RIGID INSULATION

ASPHALT

CEILING TILE

BATT INSULATION

STRUCTURAL STEEL

METAL STUDS (SECTION)

PLYWOOD

FINISH LUMBER

BLOCKING

X

CONCRETE MASONRY UNITS

WOOD STUDS

BRICK

CONCRETE

BASE COURSE

EARTH

NEW WALL (REFER TO KEYNOTE)

EXISTING WALL REMOVED

EXISTING WALL TO REMAIN

MATERIALS

STRUCTURAL STUDS

FULL HEIGHT INSULATION

ACID ETCHED CONCRETEA E C

G1.0 COVER SHEET

G2.0 GENERAL INFORMATION

NUMBERSHEET

PROJECT TEAM

ARCHITECTURAL

AMPHITHEATER PUBLIC SCHOOLS701 W. WETMORE ROADTUCSON, AZ 85705

CONSTRUCTION NOTE

ROOM NUMBER

REVISION NUMBER

ELEVATION (plan)

ELEVATION (section)

OPENING SYMBOL

DEMOLITION NOTE

FIXTURE NOTE

DETAILWALL SECTION

BUILDING SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

Scale

Detail or Section Name

Scale

Detail or Section Name

which section or

number or letter

section or detail

number of sheet on

referencedcondition is sheet on which detail is drawn

identification

NorthPlan

Owner

AMPHITHEATER HIGH SCHOOLJTED WELDING LAB125 W. YAVAPAI ROADTUCSON, AZ 85705

Project Address TITLESHEET

C.BD. CEMENT BOARD

INSIDE DIAMETERI.D.

CULTURED MARBLECM.

C

1. PROJECT HAS BEEN DESIGNED TO COMPLY WITH 2018 INTERNATIONAL BUILDING CODE

(IBC) AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

INDEXSYMBOLS LEGEND

APPLICABLE CODES

A2.1 FLOOR PLAN, REFLECTED CEILING PLAN

OWNER FURNISHEDOWNER INSTALLED

O.F.O.I.

REINFORCED CONCRETE

A1.1 DEMOLITION PLANS

Architect

BRECKENRIDGE GROUP, INC.

1735 E. FORT LOWELL ROAD #12TUCSON, AZ 85712

SHANE CHISM, AIA, LEED APPROJECT MANAGER520.882.9944

Contractor

TBD

RICHARD C. LANASACONSTRUCTION PROJECT MANAGERAMPHITHEATER PUBLIC SCHOOLS520.696.5153

Owner Contact

KC MECHANICAL ENGINEERING

5447 E. FIFTH STREET #112TUCSON, ARIZONA 85711

KEN WEYKERPROJECT MANAGER520.327.7611

Mechanical Engineer

PLUMBING

M3 ENGINEERING & TECHNOLOGY2051 W. SUNSET ROADTUCSON, AZ 85704

ENRIQUE GIRONPROJECT MANAGER520.293.1488

Electrical Engineer

P1.1 PLUMBING DEMO AND NEW PLANS

P2.1 PLUMBING SCHEDULES & DIAGRAMS

MECHANICAL

MP1.1 MECHANICAL SPECIFICATIONS

M1.1 MECHANICAL DEMO AND NEW PLANS

A4.1 BUILDING SECTION, CANOPY SECTION, CANOPY PLANS

SC

KDB

ELECTRICAL

ED101 ELECTRICAL DEMOLITION PLANS

E001 SYMBOLS & ABBREVIATIONS, LIGHTING FIXTURE SCHEDULE

EP101 ELECTRICAL PLANS

N.T.S.

Key Plan

N.T.S.

Campus Map

N.T.S.

Location Map

THISPROJECT

SITE

STO

NE

AV

E.

A1.1

800 WING

EP601 PANEL SCHEDULES

EP701 SINGLE LINE DIAGRAM

ES101 ELECTRICAL SITE PLAN

EP102 NEW HVAC POWER PLAN

M2.1 MECHANICAL DETAILS AND SCHEDULES

A5.1 DETAILS

1

TYP.

2

TYP.

3

TYP.

4

5

TYP.

6

TYP.

9

7 7

8

8

13 13

8" 8"

10

TYP.

11

TYP.

12

TYP.

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

1

A R I Z O N A

D at e S i gn e d .A.. SU.

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Demolition Keynotes

01/8'' =1'-0" 8' 24'

Demolition Floor Plan

Demolition General Notes

DemolitionPlans

1. BUILDING AND SITE WILL BE OCCUPIED DURING CONSTRUCTION.

2. CONDITIONS SHOWN ARE FOR GUIDANCE AND GENERAL INFORMATION ONLY.

CONTRACTOR SHALL VISIT THE SITE AND EVALUATE ALL EXISTING CONDITIONS IN THE

FIELD AND PROVIDE FOR ALL COSTS RELATED TO ACCOMPLISHING THE WORK. NOTES

SHOWN IN THE CONTRACT DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT

AT ALL APPROPRIATE LOCATIONS, WHETHER OR NOT SPECIFICALLY REFERENCED.

3. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITIES THAT ARE NOT TO

BE REMOVED DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATION. DAMAGED

SURFACES SHALL BE REPAIRED, AT NO ADDITIONAL COST, TO THEIR ORIGINAL

CONDITION.

4. ALL SURFACES THAT AN EXISTING ITEM IS REMOVED FROM SHALL BE PATCHED AND

REPAIRED TO MATCH ORIGINAL CONDITION OF THE SURFACE. IF THE SURFACE WILL BE

ALTERED OR CHANGED BY THE CONSTRUCTION, PATCH AND REPAIR SHALL MEET

CONSTRUCTION REQUIREMENTS. ALL PATCHING AND REPAIR SHALL BE WITH

MATERIALS TO MATCH EXISTING U.N.O.

5. CONTRACTOR SHALL LEAVE AREAS AFFECTED BY DEMOLITION AND SURROUNDING

AREAS CLEAN AT THE END OF THE WORK DAY. SURROUNDING AREAS NOT INCLUDED

IN THE SCOPE OR LIMITS OF WORK SHALL BE PROTECTED FROM DUST AND DEBRIS.

6. DO NOT COMMENCE DEMOLITION WORK UNTIL OWNER HAS REMOVED EXISTING

FURNISHINGS, FIXTURES, EQUIPMENT, ETC. AND HAS PROVIDED CONTRACTOR WITH

WRITTEN NOTICE TO PROCEED.

7. CONTRACTOR SHALL ERECT AND MAINTAIN SAFETY BARRIERS, WARNING DEVICES,

ENTRY PORTALS, ETC. AS NOTED IN SPECIFICATIONS TO PROTECT STAFF AND PUBLIC

DURING ALL CONSTRUCTION ACTIVITIES.

8. THE ARCHITECT SHALL BE NOTIFIED OF ANY EXISTING BEARING WALL, FOUNDATION

COMPONENT, STRUCTURAL MEMBER, ANCHORING CONDITION OR REUSED

STRUCTURAL CONNECTION WHICH HAS BEEN COMPROMISED BY FIRE, WATER,

DEMOLITION ACTIVITIES OR AGE, OR WHICH APPEARS TO BE SUBSTANDARD WITH

RESPECT TO THE STANDARDS DEFINED BY CURRENT CODE PRACTICES OF

CONSTRUCTION, FOR ASSESSMENT, PRIOR TO FURTHER WORK BEING CONDUCTED IN

THE SUSPECT AREA.

REMOVE (E) FRAME WALL AND ASSOCIATED POWER AND DATA.

1

REMOVE (E) WOOD DOOR AND H.M. FRAME.

2

3

SC

KDB

SAWCUT AND REMOVE (E) CONCRETE/ASPHALT AS REQUIRED FOR NEW WORK.

01/8'' =1'-0" 8' 24'

Demolition Reflected Ceiling Plan

REMOVE (E) CASEWORK.4

REMOVE (E) PARTITIONS. PATCH AND REPAIR FLOOR SLAB AS REQUIRED.5

REMOVE (E) VCT FLOORING AND ADHESIVE.6

REMOVE (E) ACOUSTICAL CEILING TILE, METAL SUSPENSION SYSTEM, AND

ASSOCIATED MECHANICAL GRILLES AND REGISTERS AND LIGHT FIXTURES.

7

8

9 REMOVE (E) TELEPHONE BOARD, SEE ELECTRICAL.

REMOVE (E) DUCTWORK, SEE MECHANICAL.

10

REMOVE (E) WALL MOUNTED A/C UNIT, SEE MECHANICAL.

11

REMOVE (E) LIGHTING, SEE ELECTRICAL.12

REMOVE (E) FAN COIL AND CONDENSING UNIT, SEE MECHANICAL. PATCH AND

REPAIR FLOOR SLAB AS REQUIRED.

SAWCUT AND REMOVE (E) CONCRETE CURB.13

WELDING LAB

800

2174 SF

I.T. CLOSET

801

32 SF

1

2

3

4

5

7

8

TYP.

9

TYP.

9

TYP.10

13 1214

16

801A

11

ALIGN

1

A2.1 A4.1

14'-4"

18'-8"

6'-6"

5'-0" 15

4

A2.1 A4.1

20

TYP.

6

1

A2.1 A4.1

4

19

TYP.

19

TYP.

17 17

18

3

A2.1 A4.1

7'-0"

3'-4"

3'-0"

7'-2"

1 A

7'-0"

01/4'' =1'-0'' 4' 12'

Frame Types2

A2.1 A2.1

01/4'' =1'-0'' 4' 12'

Door Types1

A2.1 A2.1

2"2"3'-0"

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

1

A R I Z O N A

D at e S i gn e d .A.. SU.

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01/8'' =1'-0" 8' 24'

Floor Plan

Floor PlanReflected Ceiling Plan

SC

KDB

01/8'' =1'-0" 8' 24'

Reflected Ceiling Plan

Construction Keynotes

Construction General Notes1. COORDINATE ALL WORK BETWEEN ARCHITECTURAL, MECHANICAL AND ELECTRICAL

DRAWINGS. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

PRIOR TO BEGINNING WORK.

2. ALL DIMENSIONS ARE TO FACE OF METAL STUDS AND FACE OF MASONRY (UNLESS

NOTED OTHERWISE).

1

2

3 CLEAN AND SEAL (E) CONCRETE FLOOR.

10'-0" W x 8'-0" H CHAIN LINK GATE.

8'-0" H CHAIN LINK FENCE TO MATCH EXISTING.

4 STEEL CANOPY. PAINT ALL STRUCTURAL STEEL; STEEL DECKING TO REMAIN

GALVANIZED.

5

REFURBISH (E) OVERHEAD COILING DOOR.

6

WELDING BOOTH (N.I.C.), SEE ELECTRICAL FOR POWER REQUIREMENTS.

7

FREE-STANDING GENERAL FILTRATION SYSTEM - LINCOLN ELECTRIC CIRCULATOR

AD1326-10.

8 WORK TABLE (N.I.C.), SEE ELECTRICAL FOR POWER REQUIREMENTS.

EYEWASH STATION, SEE PLUMBING.

9

10

11

ELECTRIC WATER COOLER, SEE PLUMBING.

SINK, SEE PLUMBING.

12

3-5/8" 25 GA. STUDS @ 24" O.C. W/ 5/8" TYPE 'X' GWB EACH SIDE, 8'-6" HIGH.

13

FIRE EXTINGUISHER CABINET.

14

15

METAL LOCKERS, 3-TIER, 12" W X 16" D X 24" H.

3-5/8" 25 GA. STUDS @ 24" O.C. W/ 5/8" TYPE 'X' GWB ON BOTTOM SIDE AND

3/4" PLYWOOD ON TOP SIDE.

OPENING SCHEDULEJambMatl.

DoorNo. Type

DoorMatl.Frame

TypeFrame

Head RatingMullionSill Hardwr. Remarks Keying

801A A H.M. 1 H.M. 1/A5.1 2/A5.1 -- -- 01 -- --

AIR COMPRESSOR, SEE PLUMBING.

16

17

FINISH SCHEDULE NOTES:

ROOM FINISH SCHEDULEWalls

No. Room NamesNorth

Base Ht. Matl.

Ceiling

Fin. Notes

1. PAINT ALL HOLLOW METAL FRAMES P-2.

COLORS AND FINISHES KEY:PAINT:

P-1 COLOR TO BE DETERMINED

800 WELDING LAB SC -- BRICK (E) -- BRICK (E) -- BRICK (E) -- BRICK (E) -- VARIES ES P-1 1

Mat'l Fin.

P-2 COLOR TO BE DETERMINED

CONCRETE:

SC SEALED CONCRETE

East

Mat'l Fin.Floor

South

Mat'l Fin.

West

Mat'l Fin.

801 I.T. CLOSET SC -- BRICK (E) -- GWB P-1 GWB P-1 BRICK (E) -- 8'-0" GWB P-1 1

PAINT (E) STEEL FASCIA.

18

EVAPORATIVE COOLER MOUNTED ON (E) WALL, SEE MECHANICAL. CONTRACTOR

TO PROVIDE MISC. STRUCTURAL SUPPORT ON AS REQUIRED.

19

CONDENSING UNIT MOUNTED ON (E) WALL, SEE MECHANICAL. CONTRACTOR TO

PROVIDE MISC. STRUCTURAL SUPPORT AS REQUIRED.

SEAL ALL (E) EXTERIOR BRICK WALLS.20

2

A4.1 A4.1

CONCRETE FOOTING, SEEFOUNDATION PLAN

STEEL COLUMN, SEEFOUNDATION PLAN

STEEL BEAM, SEE FRAMINGPLAN

STEEL DECKING, SEE FRAMINGPLAN

CONT. STEEL ANGLE, SEEFRAMING PLAN

STEEL ANGLE, SEE FRAMINGPLAN

(E) MASONRY WALL

9'-0"

B.O. STEEL

9'-3 1/2"

B.O. STEEL

CONCRETE SIDEWALK

01/4'' =1'-0" 4' 12'

Canopy Foundation Plan4

A2.1 A4.1

01/4'' =1'-0" 4' 12'

Canopy Framing Plan3

A2.1 A4.1

3'-7"

3'-7"

3'-7"

3'-7"

W8x21

HSS 3x3x1/4

HSS 3x3x1/4

HSS 3x3x1/4

W8x21

W8x18

W8x18

C2C2

C1 C1

F1 F1

F2F2

14'-4"

18'-8"

3

A4.1 A5.1

4

A4.1 A5.1

8

A4.1 A5.1

5

A4.1 A5.1

SIM.

9

A4.1 A5.1

6

A4.1 A5.1

10

A4.1 A5.1

11

A4.1 A5.1

10

A4.1 A5.1

11

A4.1 A5.1

W8x18

HSS 3x3x1/4

HSS 3x3x1/4

HSS 3x3x1/4

7

A4.1 A5.1

9'-4" 9'-4"

Amph

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

1

A R I Z O N A

D at eS i gn e d .A.. SU.

. . .. . ... ... . ... . .

RF

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Building SectionCanopy SectionCanopy Plans

01/8'' =1'-0'' 8' 24'

Building Section1

A2.1 A4.1

01/2'' =1'-0'' 2' 6'

A4.1A4.1

2 Canopy Section

COLUMN SCHEDULEMark Column Base Plates Notes

C1 HSS4x4x1/4 3/4" x 8" x 12" --

C2 HSS4x4x1/4 3/4" x 12" SQ. --

FOOTING SCHEDULEMark 'W' 'T' Reinforcing

F1 2'-0" x 3'-0" SEE DETAIL 11/A5.1 (3) #5 EACH WAY, BOT

F2 3'-0" x 3'-0" 1'-0" (3) #5 EACH WAY, BOT

1'4''3'' =1'-0'' 0

Int. H.M. Door Jamb2

A2.1 A5.1

VA

RIE

S

1/2"

(TYP.)

2"

VA

RIE

S

ANCHOR, MIN. 3STUD TYPE JAMB

PER JAMB

MTL. STUDS EA. SIDE5/8" TYPE "X" GWB. ON

SEALANT BOTH SIDES

HOLLOW MTL. FRAME

SCHEDULED DOOR

SEALANT BOTH SIDES

5/8" TYPE "X" GWB

8" DBL. METALSTUD HEADER

SCHEDULED DOOR

HOLLOW METAL

INTO FRAME 5/8"EXTEND GYP BD

5/8"

1/2" EA. SIDE

EQ.

FRAME

MIN

VARIES

EA. SIDE

EQ.

2"

1'4''3'' =1'-0'' 0

Int. H.M. Door Head1

A2.1 A5.1

1'3/4'' =1'-0'' 0 4'

Steel Roof Decking6

A4.1 A5.1

1'3/4'' =1'-0'' 0 4'

Column Footing10

A4.1 A5.1

1'3/4'' =1'-0'' 0 4'

Column Footing at (E) Wall11

A4.1 A5.1

1'3/4'' =1'-0'' 0 4'

Beam at (E) Wall Connection3

A4.1 A5.1

1'3/4'' =1'-0'' 0 4'

Deck to Beam Connection4

A4.1 A5.1

1'3/4'' =1'-0'' 0 4'

Deck Connection5

A4.1 A5.1

1'3/4'' =1'-0'' 0 4'

Beam to Beam Connection7

A4.1 A5.1

1'3/4'' =1'-0'' 0 4'

Beam Bearing on Column8

A4.1 A5.1

1'3/4'' =1'-0'' 0 4'

Beam to Beam Connection9

A4.1 A5.1

5/8" x 4" DEPTH HILTI HY 270

+ 3/4" THREADED ROD + HILTI

HIT-SC AT 24" O.C. W/ 7/8" x2" VERT SLOTTED HOLE ATEACH ANCHOR

L6" x 3 1/2" x

5/16" x CONT

(E) WALL

W BEAM PER PLAN

BENT PL 3" x 3" x

1/4" x CONT

3/16 2-12

3/16

W BEAMPER PLAN

PL 1/2" x 3"AT 24" O.C.

L3 1/2" x 2 1/2" x 1/4"(LLV) x CONT 2" x 4" SLOT

AT 36" O.C.

W BEAMPER PLAN

3/16 2-12

W BEAMPER PLAN

3/16 3-12

METAL DECK

BENT PL 3/16" x 3" x 5"x CONT

TWO SIDES(WHERE INCLUDED)

3 1

/2"

W BEAMPER PLAN

PL 3" x 3" X 3/16"EA. SIDE

HSS BEAMPER PLAN

HSS BEAMPER PLAN

PL 3" x 3" X 3/16"EA. SIDE

3/16

TWO SIDES(WHERE INCLUDED)

W BEAMPER PLAN

3/16

W BEAMPER PLAN

W BEAMPER PLAN

COL. PER PLAN COL. PER PLAN

3/16" PLATE W/(2) 1" DIA. A325BOLTS

W BEAMPER PLAN

3/16

3/16

W BEAMPER PLAN

W BEAMPER PLAN

3/16" PLATE W/(2) 1" DIA. A325BOLTS

1 1/2"

3/16

1 1/2"

3"

36" SHEET WIDTH

6"2 1/2"

1 3/4"

INDICATES SCREWCONNECTION

1 1/2"

BUTTON PUNCH SEAMCONN. AT 12" O.C.

MIN. DECK CONN. ALL SUPPORTS

7-#12 HMW SCREWS PER SHEET

#12 HMW SCREWS 12" O.C. AT PARALLELSUPPORTS AND BOUNDARIES

BUTTON PUNCH SEAM CONNECTION AT12" O.C.

NOTES:

1. DECK LAYUP SHALL PROVIDE ALL DECK SHEETS OF SUFFICIENT LENGTH TOEXTEND CONTINUOUSLY OVER AT LEAST 3 SPANS.

2. ENDS OF ADJOINING DECK SHEETS SHALL BE CENTERED OVER SUPPORTS &ABUTTED OR ACCEPTABLY LAPPED 2". ABUTTED SHEETS REQUIRE 2 TYPICALWELDS AT EACH WELD LOCATION.

3. DO NOT SUSPEND CEILINGS, LIGHT FIXTURES & CONDUITS, DUCTS, PIPING,OR OTHER UTILITIES & UTILITY COMPONENTS FROM DECK.

4. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

HSS PERPLAN

COL. AND FTG.

3" CONCRETE COVERWHERE SLAB DOESNOT OCCUR

(3) #5 EACH WAYBOTTOM

3/4" x 12" SQ. BEARING

PLATE W/ (4) 3/4" DIA.x 8" ANCHOR BOLTS

CONTRACTOR TOSAWCUT (E) SLAB

(E) SLAB ONGRADE

4"

SEE

SC

HED

.

SEE SCHED.

3" CLR. TYP.

2"

6"

1"

DRY

PA

CK

3/16

12" x 12" x 3/4"BASE PLATE

2"

1 1

/2"

(E) FOOTINGBELOW

(E) WALL

3/16

8" x 12" x 3/4"BASE PLATE

2"

4"

COL. AND FTG.

(3) #5 EACH WAYBOTTOM

(3) #5

6"

1'-0"

MIN

.

6"

2"(E) FOOTING

(E) WALL

3"

1"

DRY P

AC

K

3/4" x 8 x 12" BEARING

PLATE W/ (4) 3/4" DIA.x 6" DEPTH HILTIHAS-V-36 INSTALLED

W/ HILT HIT-HY 200

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

KLINDT D.BRECKENRIDGE

1

A R I Z O N A

D at eS i gn e d .A.. SU.

. . .. . ... ... . ... . .

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Details

WELDING LAB

800

2174 SF

I.T. CLOSET

801

32 SF

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:KGW KGW 19-324

PlumbingDemo and NewPlan

01/8'' =1'-0" 8' 24'

Plumbing Demo Plan01/8'' =1'-0" 8' 24'

Plumbing Plan

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:KGW KGW 19-324

Dia

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ms

PlumbingSchedules &Diagrams

WELDING LAB

800

2174 SF

I.T. CLOSET

801

32 SF

01/8'' =1'-0" 8' 24'

Mechanical Plan

MechanicalDemo and NewPlan

01/8'' =1'-0" 8' 24'

Mechanical Demo Plan

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:KGW KGW 19-324

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:KGW KGW 19-324

MechanicalDetails andSchedules

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

5447 East Fifth Street # 112Tucson, Arizona 85711 520/327-0432

520/327-7611

Designers Mech: Plumb:

MECHANICAL ENGINEERING, L.L.C.

Project #:KGW KGW 19-324

Specifications

ISOGROUND

HOMERUN TO PANEL. 'LP' INDICATES PANEL DESIGNATION.1,3,5 INDICATES CIRCUIT BREAKER NUMBER

NEW CONDUIT

UNDERGROUND CONDUIT

FLEXIBLE CONDUIT

NUMBER OF SLASHES INDICATE NUMBER OF WIRES (WHENMORE THAN TWO). PROVIDE GROUND WIRE IN ALLCONDUITS (SIZE GROUND PER NEC 250.122, U.O.N.);GROUND ARE NOT SHOWN BY SLASHES. SLASHES WHERESHOWN ARE FOR CONVENIENCE OF THE CONTRACTORONLY; PROVIDE NUMBER OF CONDUCTORS AS REQUIREDBY CIRCUIT FUNCTION.

JUNCTION BOX

GENERAL :

1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION,TOOLS, PERMITS FEES AND INCIDENTALS NECESSARY FOR THE INSTALLATIONOF A COMPLETE ELECTRICAL SYSTEM.

2. ALL WORK SHALL BE IN COMPLIANCE WITH THE 2018 EDITION OF THE NATIONALELECTRICAL CODE (NEC) AND ALL LOCAL CODES AND ORDINANCES.

3. THE CONTRACTOR SHALL FURNISH SIX COPIES OF MANUFACTURER'SLITERATURE AND DRAWINGS DESCRIBING ALL PROPOSED EQUIPMENT ANDMATERIALS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. SUBMITTALSSHALL INCLUDE DETAILED SPECIFICATIONS AND CONSTRUCTION DATA.

4. ALL MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE NEW. THEMANUFACTURER AND CATALOG NUMBERS SPECIFIED HEREIN AND ON THEDRAWINGS ARE TO ESTABLISH DESIGN, STYLE, AND LEVEL OF QUALITY. EQUALPRODUCTS OF OTHER MANUFACTURERS ARE ACCEPTABLE.

5. THE CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIALS FURNISHEDBY HIM FOR A PERIOD OF TWO YEARS FROM THE DATE OF FINAL ACCEPTANCEBY THE OWNER. ALL WORK FOUND TO BE DEFECTIVE WITHIN THIS PERIODSHALL BE REPLACED AT NO COST TO THE OWNER.

6. THE CONTRACTOR SHALL FURNISH A CLEAN SET OF DRAWINGS ON WHICHVARIATIONS TO THE ORIGINAL CONSTRUCTION DOCUMENTS ARE LEGIBLYRECORDED AND DESIGNATED "AS-BUILT" UPON COMPLETION AND ACCEPTANCEOF WORK.

7. PANELBOARDS, SWITCHBOARDS, DISCONNECTS, STARTERS, ETC. SHALL BELABELED WITH ENGRAVED NAMEPLATES CONSTRUCTED OF LAMINATEDPHENOLIC. LETTERS SHALL BE CONDENSED GOTHIC, 1/4 INCH HIGH.NAMEPLATES SHALL BE FASTENED WITH RIVETS OR SCREWS.

8. THESE DRAWINGS ARE SCHEMATIC IN NATURE. CONTRACTOR SHALL PROVIDEALL BOXES, FITTING, ETC. FOR A COMPLETE INSTALLATION, EVEN IF NOTSHOWN ON CONSTRUCTION DOCUMENTS.

BASIC MATERIALS AND METHODS:

1. CONDUIT

a. CONDUITS LOCATED INDOORS IN NON-HAZARDOUS AREAS AND NOT SUBJECTTO PHYSICAL DAMAGE SHALL BE ELECTRICAL METALLIC TUBING (EMT) WITHCOMPRESSION COUPLINGS AND FITTINGS.

b. CONDUITS LOCATED OUTDOORS, OR SUBJECT TO PHYSICAL DAMAGE, SHALL BERIGID GALVANIZED STEEL (RGS) WITH THREADED COUPLINGS AND FITTINGS.

c. FLEXIBLE METALLIC CONDUIT SHALL BE USED IN DRY LOCATIONS AND LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE USED IN WET LOCATIONS TOEXTEND CONDUIT CONNECTIONS TO MOTORS, LIGHTING FIXTURES,TRANSFORMERS, ETC. THE LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED24 INCHES. THE LENGTH SHALL NOT EXCEED 72 INCHES FOR RECESSEDLIGHTING FIXTURES ONLY.

d. MINIMUM CONDUIT SIZE SHALL BE 3/4".

e. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, BURIED A MINIMUM OF24 INCHES BELOW GRADE. CONDUIT RISERS FROM UNDERGROUND CONDUITRUNS AND UNDERGROUND CONDUIT BENDS SHALL BE RIGID GALVANIZEDSTEEL. ALL RGS CONDUIT AND FITTINGS LOCATED BELOW GRADE SHALL BEWRAPPED WITH HALF-LAPPED 3M NO. 51 "SCOTCH RAP", OR APPROVED EQUAL,VINYL TAPE.

2. CONDUCTORS

a. ALL CONDUCTORS LOCATED INDOORS SHALL BE COPPER, TYPE THHN/THWN.NUMBER 10 AWG AND BELOW SHALL BE SOLID AND NUMBER 8 AWG AND ABOVESHALL BE STRANDED.

b. ALL CONDUCTORS LOCATED OUTDOORS OR IN WET LOCATIONS SHALL BECOPPER, TYPE XHHW-2.

c. MINIMUM CONDUCTOR SIZE FOR POWER AND LIGHTING CIRCUITS SHALL BE NO.12 AWG, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. MINIMUMCONDUCTOR SIZE FOR CONTROL AND SIGNAL CIRCUITS SHALL BE NO. 14 AWG,UNLESS SHOWN OTHERWISE ON THE DRAWINGS.

d. CONDUCTORS FOR 120/208 VOLT SYSTEMS SHALL BE COLOR CODED BLACK,RED, BLUE AND WHITE FOR PHASES A,B,C AND NEUTRAL RESPECTIVELY.

e. CONDUCTORS FOR 277/480 VOLT SYSTEMS SHALL BE COLOR CODED BROWN,ORANGE, YELLOW, AND GREY FOR PHASES A,B,C AND NEUTRAL RESPECTIVELY.

f. ALL RACEWAYS SHALL CONTAIN AN INSULATED EQUIPMENT GROUNDINGCONDUCTOR SIZED PER THE NEC.

3. DISCONNECT SWITCHES

a. DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE HD.

b. DISCONNECT SWITCHES AND/OR STARTERS FOR HVAC EQUIPMENT SHALL NOTBE SUPPORTED BY OR MOUNTED TO THE EQUIPMENT. PROVIDE UNISTRUTBRACKETS OR SHEET METAL DISCONNECT STANDS UP FROM ROOF STRUCTURETO SUPPORT DISCONNECTS.

4. WIRING DEVICES

a. LIGHT SWITCHES SHALL BE 20 AMPERES, 120/277 VOLT, SPECIFICATION GRADE,HUBBELL NO.1221 (SINGLE-POLE) AND NO. 1223 (THREE-WAY), OR APPROVEDEQUAL.

b. RECEPTACLES SHALL BE 20 AMPERES, 125 VOLTS, SPECIFICATION GRADE,TAMPER RESISTANT, HUBBELL NO. 5362TR, OR APPROVED EQUAL.

c. GROUND FAULT RECEPTACLES SHALL BE 20 AMPERES, 125 VOLTS,SPECIFICATION GRADE, TAMPER RESISTANT, HUBBELL GF SERIES, ORAPPROVED EQUAL.

d. COLOR OF RECEPTACLES SHALL BE PER OWNER.

e. SWITCHES SHALL BE FLUSH MOUNTED 42 INCHES ABOVE FINISHED FLOORUNLESS OTHERWISE NOTED.

f. DEVICE PLATES SHALL BE STAINLESS STEEL.

5. JUNCTION BOXES

a. JUNCTION AND PULL BOXES SHALL BE OF CODE GALVANIZED STEEL.

b. DEVICE BOXES AND GENERAL PURPOSE JUNCTION BOXES SHALL BE ONE PIECEGALVANIZED PRESSED STEEL KNOCK-OUT TYPE WITH SIMILAR COVER, AND NOTLESS THAN 4" SQUARE.

6. PANELBOARDS

a. PANELBOARDS SHALL HAVE THE ELECTRICAL RATINGS AS SHOWN ON THEDRAWINGS.

b. PANELBOARDS SHALL CONTAIN BOLT-ON THERMAL MAGNETIC CIRCUITBREAKERS. CIRCUIT BREAKERS USED TO SWITCH LIGHTING CIRCUITS SHALL BE'SWD' RATED AND CIRCUIT BREAKERS FEEDING HEATING AND AIRCONDITIONING EQUIPMENT SHALL BE 'HACR' RATED.

c. BUS BARS SHALL BE COPPER. NEUTRAL BARS, WHERE SPECIFIED, SHALL BEFULL SIZE.

d. A DIRECTORY FRAME AND CARD HAVING A TRANSPARENT COVER SHALL BEFURNISHED ON EACH DOOR, NEATLY TYPED TO INDICATE LOADS.

e. SERIES RATED DEVICES SHALL NOT BE ALLOWED.

f. PROVIDE (1) 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE FOR EVERY 3 SPAREPOLE SPACES IN FLUSH MOUNTED PANELBOARDS.

7. DRY TYPE TRANSFORMERS

a. DRY TYPE TRANSFORMERS SHALL HAVE THE VOLTAGE, PHASES AND KVARATINGS AS SHOWN ON THE DRAWINGS.

b. TRANSFORMER CORE SHALL BE CONSTRUCTED WITH HIGH GRADE, NONAGING,SILICON STEEL WITH HIGH MAGNETIC PERMEABILITY, AND LOW HYSTERESISAND EDDY CURRENT LOSSES. MAGNETIC FLUX DENSITIES SHALL BE KEPT WELLBELOW THE SATURATION POINTS. CORE ASSEMBLY TO BE GROUNDED TO THEENCLOSURE.

c. COILS SHALL BE WOUND OF ELECTRICAL GRADE COPPER WITH CONTINUOUSWOUND CONSTRUCTION.

d. CORE AND COIL ASSEMBLY FOR UNITS RATED 30 KVA AND ABOVE SHALL BEIMPREGNATED WITH A NONHYDROSCOPIC, THERMO-SETTING VARNISH.ASSEMBLY SHALL BE INSTALLED ON VIBRATION-ABSORBING PADS AND BOLTEDTO THE BASE TO MINIMIZE TRANSMISSION.

e. INSULATION SYSTEMS SHALL BE AS FOLLOWS:

f. 30 KVA AND ABOVE: CLASS H INSULATION FOR 220 DEGREES C TOTALTEMPERATURE, BASED ON 150 DEGREE C RISE.

g. REQUIRED PERFORMANCE SHALL BE OBTAINED WITHOUT EXCEEDING THEABOVE-INDICATED TEMPERATURE RISE IN A 40 DEGREE C MAXIMUM AMBIENT,WITH A 30 DEGREE C AVERAGE AMBIENT OVER 24 HOURS.

h. INSULATION SHALL BE FLAME-RETARDANT AND SHALL NOT SUPPORTCOMBUSTION PER ASTM STANDARD TEST METHOD D635.

i. ENCLOSURES SHALL BE AS FOLLOWS:

j. 30 KVA AND ABOVE: VENTILATED, NEMA 2, DRIP PROOF, WITH LIFTING HOLES.

k. OUTDOOR UNITS: PROVIDE WEATHER SHIELDS WITH RODENT SCREENS OVERVENTILATION OPENINGS.

l. FINISH: DEGREASED, CLEANED, PHOSPHATIZED, PRIMED AND FINISHED WITHGRAY BAKED ENAMEL.

m. ENCLOSURE TEMPERATURE: NOT TO EXCEED 35 DEGREES C RISE ABOVE A 40DEGREE C AMBIENT.

n. TRANSFORMERS 15 KVA AND LARGER SHALL HAVE A MINIMUM OF FOUR 2-1/2PERCENT FULL-CAPACITY PRIMARY TAPS; TWO ABOVE AND TWO BELOWNORMAL VOLTAGE.

o. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WHERE FLOORMOUNTED, PROVIDE 4-INCH HOUSEKEEPING PAD IN EQUIPMENT ROOMS ORAREAS SUBJECT TO OCCASIONAL MOISTURE ON THE FLOOR. PROVIDETRANSFORMER PAD FOR OUTDOOR LOCATIONS AS SHOWN ON THE DRAWINGS.PROVIDE SOUND AND VIBRATION ISOLATION DEVICES UNDER FEET ORCONTACT POINTS FOR TRANSFORMER SUPPORTS POINTS, SIMILAR TOISOMODE OR CORE-FORM PADS. CONNECT PRIMARY AND SECONDARY WIRINGTO TRANSFORMER WITH FLEXIBLE CONDUIT. ENSURE NATIONAL ELECTRICALCODE CLEARANCES ON ALL SIDES. ADJUST TRANSFORMER TAPS FOR PROPERSECONDARY VOLTAGE.

ABBREVIATIONSAMPERES

AMERICANS WITH DISABILITESACT (1990)

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMPERES INTERRUPTINGCAPACITY

AMPACITY

ALTERNATING CURRENT

AMERICAN WIRE GAUGE

A

ADA

AFF

AFG

AIC

AMP

AC

AWG

NUMBER OF CONDUCTORS

CONDUIT

#/C

C

ELECTRIC WATER COOLER

ELECTRICAL METALLIC TUBING

FUSE

FLEXIBLE METAL CONDUIT

GROUND FAULT INTERRUPTER

GROUND FAULT CIRCUITINTERRUPTER

GROUND

HORSEPOWER

KILOWATTS

KILOVOLT AMPERES

MAIN CIRCUIT BREAKER

MOTOR CIRCUIT PROTECTOR

MAIN LUGS ONLY

MOTOR

MOTOR CONTROL CENTER

MANUFACTURER

NATIONAL ELECTRICAL CODE

NATIONAL MANUFACTURERSASSOCIATION

NEUTRAL

PHASE

PAIRPOLYVINYL CHLORIDE

REMARK

RIGID GALVANIZED STEEL

STRANDED BARE COPPER

SHIELDED

SOLID NEUTRAL

SPARE

TYPICAL

UNDERWRITERS LABORATORIES

UNINTERRUPTIBLE POWERSOURCE

UNLESS OTHERWISE NOTED

VOLTS

WATTS

WEATHERPROOF

EWC

EMC

FU

FMC

GFI

GFCI

G,GND

HP

kW

kVA

MCB

MCP

MLO

M

MCC

MFG

NEC

NEMA

N, NEU

PH

PRPVC

REM

RGS

SDBC

SHLD,SH

SN

SP

TYP

UL

UPS

UON

V

W

WP

TRANSFORMERXFMR

J

POWER DEVICES'LP'-1,3,5

HOTNEUT.

WIRING SYMBOLS

EMPTY CONDUITEC

SYMBOLS

NOTE: ALL BRANCH CIRCUITS SHALL HAVE DEDICATED NEUTRALS.SHARED NEUTRALS ARE NOT ALLOWED. (U.O.N.)(NEC ARTICLE 200.4)

EXISTING(E)

NEW(N)

PANELBOARD

DUPLEX RECEPTACLE OUTLET, NEMA 5-20R, MOUNTED18" AFF

QUADRAPLEX - TWO DUPLEX RECEPTACLE UNDER A TWOGANG RING, MOUNTED 18" AFF

CONSTRUCTION PHASE LEGENDEXISTING TO BE REMOVED/REPLACED

EXISTING TO REMAIN

NEW

0-10V DIMMER SWITCH. PROVIDE DIMMING LOW-VOLTAGE

THREE WAY SWITCH, 20 AMP

SINGLE POLE SWITCH, 20 A MAX. HEIGHT = 42" TOCENTERLINE OR AS NOTED ON DRAWINGS.

S

3SSD

LIGHTING FIXTURE DESIGNATION

SWITCH SYMBOLS

3aAFIXTURE TYPE DESIGNATION

CIRCUIT NUMBERSWITCH REFERENCE

LIGHTING FIXTURES ON NORMALCIRCUIT

2 x 4 RECESSED FIXTURE

LIGHTING FIXTURES WITH EMERGENCYBATTERY PACK

EXIT LIGHT

NOTES:1. FIXTURE SCHEDULE INDICATES GENERAL DESCRIPTION OF LIGHTING FIXTURES AND MANUFACTURERS CATALOG NUMBERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TODETERMINE THE CORRECT CEILING CONFIGURATION AND PROVIDE THE FIXTURES WITH ALL NECESSARY TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEM AND THEFIXTURE CONSTRUCTION MATCH.

2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY EXACT LOCATIONS OF ALL LIGHTING FIXTURES AND TYPE OF CEILING WITH THE ARCHITECTURAL REFLECTED CEILING PLANPRIOR TO ANY WORK. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR MOUNTING HEIGHTS OF WALL MOUNTED FIXTURES.

3. PROVIDE NUMBER OF FIXTURES AS INDICATED ON PLAN. PROVIDE ALL FITTINGS AND ACCESSORIES REQUIRED FOR A COMPLETE SYSTEM.

4. PROVIDE INTEGRAL, 1400 LUMEN, 90 MINUTE BATTERY BACK-UP FOR LIGHTING FIXTURES AS INDICATED ON PLANS.

LIGHT FIXTURE SCHEDULE

TYPEMANUFACTURER

CATALOG NUMBER DESCRIPTION VOLTS LAMP MOUNTING FINISHMAXVA REMARKS

L1 DAY-BRITELBX-70L-840-UNV-UD

4' LED SUSPENDED LINEAR STRIPFIXTURE

MVOLT LED(7000 LUMENS)

SUSPENDED @ 9'-6"A.F.F. (U.O.N.)

STANDARD 53 VA

#

CONDUCTORS PER MANUF REQUIREMENTS.

PROVIDE 0-10V DIMMERWHERE INDICATED ON DWGS

ELECTRICAL SPECIFICATIONS

CHLORIDEVEREM

LED EXIT SIGN MVOLT LED WALL/SUSPENDED

STANDARD 4 VA

W1 GARDCO111L-16L-350-WW-G2-2-UNV-BZ

LED WALL FIXTURE MVOLT LED(1908 LUMENS)

WALL @ 9'-0"A.F.G. (U.O.N.)

BRONZE 18 VA

C1 GARDCOSFC-5W-48L-550-WW-G2-UNV-MGY

LED CANOPY FIXTURE MVOLT LED(9660 LUMENS)

CANOPY GRAY 82 VA

STRIP LIGHT LUMINAIRE, SURFACE ORPENDANT

STRIP LIGHT LUMINAIRE, SURFACE ORPENDANT

WALL FIXTURE

WALL FIXTURE

DUPLEX RECEPTACLE OUTLET, NEMA 5-20R, ABOVE 42" COUNTER (U.O.N.)

FIRE ALARM DEVICESSD SMOKE DETECTOR

HEAT DETECTORH

EXTERNALLY OPERATED FUSED DISCONNECT SWITCH, SIZE, FUSESIZE, PHASE AND QUANTITY AS INDICATED. NUMBER INDICATES NEMATYPE ENCLOSURE, NO NUMBER INDICATES NEMA '1' TYPE ENCLOSURE.

EXTERNALLY OPERATED NON-FUSED DISCONNECT SWITCH, SIZE ANDPHASE AS INDICATED. 'N' INDICATES NEMA TYPE ENCLOSURE. NONUMBER INDICATES NEMA '1' TYPE ENCLOSURE.

COMBINATION MOTOR STARTER FUSED DISCONNECT, SIZE, FUSE SIZE,PHASE AND QUANTITY AS INDICATED. FUSE SIZE AND QUANTITY ASINDICATED. 'N' INDICATED NEMA TYPE ENCLOSURE, NO NUMBERINDICATES NEMA '1' TYPE ENCLOSURE.

30A/3P

(3) 30A FU3R

30A/3P

(3) 30A FU3R

30A/3P3R

SPECIAL PURPOSE RECEPTACLE

QUADRAPLEX - TWO DUPLEX RECEPTACLE UNDER A TWOGANG RING, MOUNTED 42" AFF

COORDINATE REQUIREMENTS WITH WELDER EQUIPMENT PROVIDER & OWNER

MANUAL PULL STATION, MOUNT @ 42" (U.O.N.)F

G = FIRE ALARM DEVICE PROVIDED WITH GUARD

POWER/DATA POLE WITH DEVICES AS INDICATED

L2 DAY-BRITEFS1-4-55L-840-UNV-DIM

4' LED LINEAR STRIP FIXTURE MVOLT LED(5500 LUMENS)

SURFACE STANDARD 45 VA PROVIDE 0-10V DIMMERWHERE INDICATED ON DWGS

SQUARE SURFACE

SQUARE SURFACE

SPECIAL SYSTEMS

TOGGLE SWITCH TYPE MANUAL MOTOR STARTERM

PRIOR TO ORDERING & ROUGH-IN

(E) DATA OUTLET

SPEAKER/STROBEL

CONTROL MODULECM

S (E) PA SPEAKER

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

2051 W SUNSET RD.SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488FAX. (520) 293-8349

M3ENG.COM

M3-PN190371.000

12 /04/19

Lighting Fixture

E001

Abbreviations,

Schedule

Symbols &

1. (E) 800A SWITCHBOARD 'SES' TO REMAIN.

2. (N) PANEL 'HVW'.

3. (N) PANEL 'LVW1'.

4. (N) PANEL 'LVW2'.

5. (N) TRANSFORMER 'T1'.

-

1. PROVIDE A TRACER WIRE FOR ALL UNDERGROUND SITECONDUITS PER ARIZONA STATE STATUTE REF.40-360.22-M.

2. CONTRACTOR SHALL BLUE STAKE ALL (E) UTILITIESPRIOR TO INSTALLING (N) CONDUITS.

1. REFER TO PARTIAL SINGLE LINE DIAGRAM, SHEET EP701FOR SIZE & QUANTITY OF (N) CONDUIT & CONDUCTOR(S).

2. SAWCUT & PATCH (E) CONCRETE/PAVEMENT FORINSTALLATION OF (N) CONDUIT(S). MATCH (E)CONDITIONS.

3. PROVIDE WALL MOUNT WEATHERPROOF PULLBOX, SIZEDPER THE NEC.

4. CONDUIT ROUTED HIGH ALONG WALL. FIELD VERIFYEXACT ROUTING PRIOR TO ROUGH-IN.

-

1

1

2

T1

24

3

5

3 14

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

2051 W SUNSET RD.SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488FAX. (520) 293-8349

M3ENG.COM

M3-PN190371.000

12 /04/19

Electrical Site Plan

ES101

01'' =10'-0" 10' 30'

Electrical Site Plan

WELDING LAB

800

2174 SF

WELDING LAB

800

2174 SF

F

SD

SD

SD

SD

SD

SD

+42"+42"

NAC

1

2

3

4

5

6

6

6

7

7

1

7

8

8

4

LL

L

L

S9

1. (E) PANEL TO BE REMOVED. REMOVE (E) CONDUIT BACKTO POINT OF BUILDING ENTRY. ABANDON REMAININGCONDUIT IN-PLACE & REMOVE (E) CONDUCTOR(S) BACKTO SOURCE.

-

A. ALL DEVICES SHOWN AS DASHED SHALL BE REMOVED.(U.O.N)

B. COORDINATE WITH OWNER FOR DEVICES, ETC. TO BERETURNED TO THE OWNER.

C. COORDINATE DEMOLITION WITH ARCHITECTURE &MECHANICAL DEMOLITION PLANS.

1. (E) TELEPHONE BACKBOARD & ASSOCIATED EQUIPMENTTO BE REMOVED.

2. (E) FIRE ALARM NAC PANEL AND AUDIO AMPLIFIER TOREMAIN.

3. (E) TELECOMM RACK ENCLOSURE TO REMAIN.

4. (E) AC UNIT & ASSOCIATED ELECTRICAL TO BE REMOVED.REMOVE (E) CIRCUIT BACK TO SOURCE.

5. (E) WIREMOLD TO BE REMOVED. REMOVE (E) CIRCUIT(S)BACK TO SOURCE.

6. (E) FIRE ALARM DEVICE TO REMAIN.

7. (E) FIRE ALARM DEVICE TO BE RELOCATED. REFER TONEW POWER & SPECIAL SYSTEMS PLAN, SHEET EP101,FOR (N) WORK.

8. (E) FAN COIL/CONDENSING UNIT & ASSOCIATEDELECTRICAL TO BE REMOVED. REMOVE (E) CIRCUIT BACKTO SOURCE.

9. (E) PA SPEAKER TO REMAIN.

-

1. ALL ITEMS SCHEDULED FOR RELOCATIONS SHALL BE CAREFULLYREMOVED IN REVERSE OF ORIGINAL ASSEMBLY OR PLACEMENTAND BE PROTECTED UNTIL RELOCATION. THE CONTRACTORSHALL CLEAN, REPAIR AND PROVIDE NEW MATERIALS ANDAPPURTENANCES AS REQUIRED TO COMPLETE INSTALLATIONAND RESTORE TO GOOD WORKING ORDER. ALL RELOCATIONSSHALL BE PERFORMED BY SKILLED WORKMEN IN ACCORDANCEWITH STANDARD PRACTICE OF THE TRADES INVOLVED.

2. ITEMS SCHEDULED FOR RELOCATION REQUIRED EXTENSION OFCIRCUITRY, SHALL HAVE THEIR WIRE AND CONDUIT EXTENDEDTO THE NEW LOCATION.

3. EXTENDED WIRE AND CONDUIT SHALL BE ROUTED IN SUCH AMANNER SO AS NOT TO INTERFERE WITH THE USE ORESTHETICS OF ANY AREA IN WHICH IT IS ROUTED. THECONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING ORMODIFYING AND RECONNECTING ANY PANELBOARDS OR OTHERELECTRICAL EQUIPMENT ASSOCIATED WITH ITEMS BEINGRELOCATED.

4. CIRCUITS WITH ONLY A PORTION OF THE LOAD REMOVED SHALLHAVE THE REMOVED LOADS ASSOCIATED CIRCUITRY REMOVEDONLY TO A POINT OR IN SUCH A MANNER THE REMAINING LOADIS ACTIVE AND IN FIRST CLASS WORKING ORDER.

5. ASSOCIATED CIRCUITRY IS DEFINED AS WALL WIRE, CONDUIT,J-BOXES, WIRING DEVICES, DEVICE BOXES, FUSES, DISCONNECTSWITCHES, ETC. ASSOCIATED WITH THE ITEM SCHEDULED FORREMOVAL.

6. ITEMS SCHEDULED FOR REMOVAL WITH CONDUIT ININACCESSIBLE AREAS SHALL ONLY HAVE THIS CONDUIT EMPTIEDAND SEALED OR CAPPED IN A SAFE MANNER ACCEPTABLE TOTHE OWNER.

7. WHERE ITEMS SCHEDULED FOR REUSE OR RELOCATION AREFOUND TO BE IN DAMAGED CONDITION, THE CONTRACTORSHALL CALL THE ATTENTION OF THE OWNER TO SUCH ITEMSAND RECEIVE FURTHER INSTRUCTIONS PRIOR TO REMOVAL.ITEMS DAMAGED DURING RELOCATION SHALL BE REPAIRED ORREPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TOTHE OWNER.

8. ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OFRACEWAYS OR EQUIPMENT SHALL BE PERFORMED BY ATRADESMAN EXPERIENCED IN THE WORK REQUIRED. ALLFINISHES SHALL MATCH EXISTING ADJACENT SURFACES.

9. ITEMS SALVAGED SHALL BE MOVED AND STORED IN A LOCATIONAS DIRECTED BY THE OWNER. REFUSE MATERIALS AND ITEMSNOT TO BE SALVED SHALL BE REMOVED FROM THE SITE FORDISPOSAL.

10. PROMPTLY REPAIR DAMAGE CAUSED TO ADJACENT FACILITIESBY DEMOLITION OPERATIONS AT NO COST TO THE OWNER.

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

2051 W SUNSET RD.SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488FAX. (520) 293-8349

M3ENG.COM

M3-PN190371.000

12 /04/19

01/4'' =1'-0" 4' 12'

Lighting Demolition Plan01/4'' =1'-0" 4' 12'

Power & Special Systems Demolition Plan

ED101Demolition PlansElectrical

WELDING LAB

800

2174 SF

S3D

S3

HVW-1

1

1

W1

W1

C1

HVW-3VIA 'C1'

3

3

3

SD

W1 3

L1L1L1

L1L1L1

L1L1L1

1 1 1 1 1 1 1

1111111

1 1 1 1 1 1 1

11111

1

L2

1

3 3

3

+8'-6" A.F.F. +8'-6" A.F.F. +8'-6" A.F.F. +8'-6" A.F.F. +8'-6" A.F.F. +8'-6" A.F.F.+8'-6" A.F.F.

WELDING LAB

800

2174 SF

1

3

2

1 1 1 1 1 1 1

1 1 1 1 1 1

1

GFCIEWC

2

2

2

2

2

2

2

2

2

F

22

2 GFCIWP

GFCIWP

LVW1-1,3 LVW1-5,7 LVW1-9,11 LVW1-13,15 LVW1-17,19 LVW1-21,23 LVW1-25,27LVW2-1

LVW2-3,5 LVW2-7,9 LVW2-11,13

3

5

7

9

11

13

LVW1-27

27

27

LVW2-15,17 LVW2-19,21 LVW2-23,25

LVW1-6,8

HVW-2,4,6

LVW2-2,4

2 4

LVW2-6,8

LVW2-10

10

LVW2-14,16,18

1416

18

LVW2-20

4

7

5

5

6

6

8LVW2-22

HH

HH

SD

6

G G

GG

H

H

G

G

9

9

9G

GG

G

G

9

3

1

12 10

LVW2-12

10 12 10 12

12

LVW1-29,31

LVW1-2,4

LVW1-10,12LVW1-14,16LVW1-18,20LVW1-22,24LVW1-28,303

LVW2-29

30A/3P(3) 20A FU

60A/2P(2) 40A FU

3RLVW1-39,41

L

L

L

LNAC

10

T1

4

11

S

1. (N) PANEL 'HVW'.

2. (N) PANEL 'LVW1'.

3. (N) PANEL 'LVW2'.

4. (N) TRANSFORMER 'T1'.

-

A. MAINTAIN ALL NEC REQUIRED WORKING CLEARANCESFOR ALL ELECTRICAL EQUIPMENT.

B. ALL WIRING SHALL BE (2) #12, #12 GRD., UNLESSOTHERWISE NOTED.

C. ALL BRANCH CIRCUITS SHALL HAVE DEDICATEDNEUTRALS. SHARED NEUTRALS ARE NOT ALLOWED.(U.O.N.)(NEC ARTICLE 200.4)

D. PER THE 2012 CITY OF TUCSON OUTDOOR LIGHTINGCODE SECTION 102.4.2 (EXEMPTION), NOT MORE THAN(3) FULL CUT-OFF LUMINAIRES, RATED 2000 LUMENSOR LESS EACH, MAY BE INSTALLED PER PERMITWITHOUT SUBMISSION OF AN INVENTORY AND SITEPLAN OF EXISTING OUTDOOR LIGHTING ORPREPARATION OF LUMEN CAP CALCULATIONS. ATOTAL OF (3) (N) FULL CUT-OFF LUMINAIRES HAVEBEEN INSTALLED PER THIS EXCEPTION. ALL OTHER(N) OUTDOOR LIGHTING INSTALLED IN THIS PROJECTARE FULL CUT-OFF INSTALLED UNDER CANOPIES,WHICH ARE EXEMPT PER THE OUTDOOR LIGHTINGCODE SECTION 401.2.1(3).

E. ACCESS AND WORKING SPACE OF ALL NEWELECTRICAL EQUIPMENT SHALL COMPLY WITHARTICLE 110.26 OF THE NEC. THERE SHALL NOT BEANY PIPING, DUCTS, LEAK PROTECTION APPARATUSOR OTHER EQUIPMENT FOREIGN TO THE ELECTRICALINSTALLATION 6 FEET ABOVE THE ELECTRICALEQUIPMENT PER ARTICLE 110.26(E)(1).

F. CONTRACTOR SHALL COORDINATE ALL EQUIPMENTELECTRICAL REQUIREMENTS (WELDERS,COMPRESSOR, FILTRATION SYSTEM, ETC.) WITHEQUIPMENT PROVIDER PRIOR TO ORDERING &INSTALLING (N) RECEPTACLES, BRANCH CIRCUITRY,ELECTRICAL EQUIPMENT, ETC. IF ANY ELECTRICALREQUIREMENT IS DIFFERENT, CONTRACTOR SHALLSUBMIT FOR REVIEW.

1. RECEPTACLE FOR WELDER. COORDINATE EXACTMOUNTING LOCATION WITH OWNER PRIOR TO ROUGH-IN.

2. RECEPTACLE SUSPENDED ON SO CORD FROM CEILING.COORDINATE EXACT MOUNTING LOCATION & HEIGHTWITH OWNER/ARCHITECT PRIOR TO ROUGH-IN.

3. COORDINATE EXACT MOUNTING LOCATION WITHGENERAL FILTRATION SYSTEM PROVIDER PRIOR TOROUGH-IN. MAKE CONNECTION TO GENERAL FILTRATIONSYSTEM AS REQUIRED.

4. (E) FIRE ALARM NAC PANEL AND AUDIO AMPLIFIER TOREMAIN.

5. (E) FIRE ALARM DEVICE TO REMAIN.

6. (N) LOCATION OF (E) FIRE ALARM DEVICE. PROVIDE (N)CIRCUIT AS REQUIRED.

7. (E) TELECOMM RACK ENCLOSURE TO REMAIN.

8. (N) TIMECLOCK 'TC1', CONTACTOR 'C1'.

9. PROVIDE WIREGUARD ON (E) FIRE ALARM DEVICE.

10. COORDINATE EXACT MOUNTING LOCATION WITHCOMPRESSOR PROVIDER PRIOR TO ROUGH-IN. MAKECONNECTION TO COMPRESSOR AS REQUIRED.

11. (E) PA SPEAKER TO REMAIN.

-

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

2051 W SUNSET RD.SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488FAX. (520) 293-8349

M3ENG.COM

M3-PN190371.000

12 /04/19

Electrical Plans

EP101

01/4'' =1'-0" 4' 12'

New Lighting Plan01/4'' =1'-0" 4' 12'

New Power & Special Systems Plan

GFCIEWC

WELDING LAB

800

2174 SF

GFCIEWC

GFCIEWC

GFCIEWC

CU-13R

FC-1SM LVW2-33,35

LVW2-31

3131

31 31

EC-1 EC-2

SM

30A/2P(2) 15A FU

SM

LVW2-39LVW2-37

UH-1UH-2

LVW2-28,30

WH-1

30A/1P(1) 20A FU

3R

LVW2-51

1

30A/1P(1) 20A FU

3R

LVW2-45

1

SSSS

2

3

5

6

4

7

LVW2-49

1

3

2

1. (N) PANEL 'HVW'.

2. (N) PANEL 'LVW1'.

3. (N) PANEL 'LVW2'.

-

A. MAINTAIN ALL NEC REQUIRED WORKING CLEARANCESFOR ALL ELECTRICAL EQUIPMENT.

B. ALL WIRING SHALL BE (2) #12, #12 GRD., UNLESSOTHERWISE NOTED.

C. ALL BRANCH CIRCUITS SHALL HAVE DEDICATEDNEUTRALS. SHARED NEUTRALS ARE NOT ALLOWED.(U.O.N.)(NEC ARTICLE 200.4)

D. ACCESS AND WORKING SPACE OF ALL NEW ELECTRICALEQUIPMENT SHALL COMPLY WITH ARTICLE 110.26 OF THENEC. THERE SHALL NOT BE ANY PIPING, DUCTS, LEAKPROTECTION APPARATUS OR OTHER EQUIPMENTFOREIGN TO THE ELECTRICAL INSTALLATION 6 FEETABOVE THE ELECTRICAL EQUIPMENT PER ARTICLE110.26(E)(1).

1. PROVIDE SIZE 0, NEMA 3R, 120V, FUSED COMBINATIONMOTOR STARTER. SEE COOLER STARTER DIAGRAM,THIS SHEET FOR ADDITIONAL INFORMATION.

2. PROVIDE (1) ON/OFF SWITCH FOR 'EC-1' AND 'EC-2'PUMP(S) & (1) ON/OFF SWITCH FOR 'EC-1' AND 'EC-2'FAN(S). COORDINATE EXACT MOUNTING LOCATIONWITH MECHANICAL PRIOR TO ROUGH-IN. LABEL EACHSWITCH.

3. CONNECT TO 'EC-1' PUMP AS REQUIRED. REFER TOCOOLER BLOWER MOTOR STARTER DIAGRAM, THISSHEET FOR ADDITIONAL INFORMATION.

4. CONNECT TO 'EC-1' FAN AS REQUIRED. REFER TOCOOLER BLOWER MOTOR STARTER DIAGRAM, THISSHEET FOR ADDITIONAL INFORMATION.

5. CONNECT TO 'EC-2' PUMP AS REQUIRED. REFER TOCOOLER BLOWER MOTOR STARTER DIAGRAM, THISSHEET FOR ADDITIONAL INFORMATION.

6. CONNECT TO 'EC-2' FAN AS REQUIRED. REFER TOCOOLER BLOWER MOTOR STARTER DIAGRAM, THISSHEET FOR ADDITIONAL INFORMATION.

7. RECEPTACLE FOR CONNECTION OF CONDENSATEPUMP. COORDINATE EXACT MOUNTING LOCATION WITHMECHANICAL PRIOR TO ROUGH-IN.

-

ACTUAL MOTOR NAMEPLATE

PROVIDE OVERLOADHEATERS SIZED PER

(120

V, 1Ø

)

FAN CONTROL SWITCHPROVIDE 2 #12 TO

1 POLE FUSED DISCONNECT

CONTACTS

PROVIDE 5 AMP FUSE

STARTER

MOL(2)

T1OLM1

1 HP

X2

P

PUMP CONTROL SWITCHPROVIDE 2 #12 TO CIRCULATION

GFCIWP

CIRCULATIONPUMP.

H

N

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

2051 W SUNSET RD.SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488FAX. (520) 293-8349

M3ENG.COM

M3-PN190371.000

12 /04/19

New HVAC

EP102

01/4'' =1'-0" 4' 12'

New HVAC Power Plan

Power Plan

N.T.S.

Cooler Blower Motor Starter Diagram

(N) PANEL LVW2 SCHEDULEPANEL LVW2 120 208 VOLTS 3 PHASE 4 WIRE AIC RATING 22,000NEMA 1 200 AMP

MAIN BKR MOUNTING FLUSHX LUGS X SURFACE

CKT DESCRIPTION BKR WIRE-GRD COND. A B C COND. WIRE-GRD BKR DESCRIPTION CKT

1 EWC 20/1 12 3/4"0.6

3/4" 12 20/1 EXT WORKBENCH 21.0 RECEPT

3 WORKBENCH RECEPT 20/1 12 3/4"1.0

3/4" 12 20/1 EXT WORKBENCH 41.0 RECEPT

5 WORKBENCH RECEPT 20/1 12 3/4"1.0

3/4" 12 20/2 EXT WORKBENCH 61.0

7 WORKBENCH RECEPT 20/1 12 3/4"1.0 RECEPT 81.0

9 WORKBENCH RECEPT 20/1 12 3/4"1.0

3/4" 12 20/1 LAB CONV RECEPTS 100.7

11 WORKBENCH RECEPT 20/1 12 3/4"1.0

3/4" 12 20/1 LAB CONV RECEPTS 120.7

13 WORKBENCH RECEPT 20/1 12 3/4"1.0

3/4" 12 20/1 IT RECEPTS 14 #0.4

15 WORKBENCH RECEPT 20/2 12 3/4"1.0

3/4" 12 20/1 IT RECEPTS 16 #0.4

171.0

3/4" 12 20/1 IT RECEPTS 18 #0.4

19 WORKBENCH RECEPT 20/2 12 3/4"1.0

3/4" 12 20/1 (E) FACP 20 #0.5

211.0

3/4" 12 20/1 TC1, C1 220.5

23 WORKBENCH RECEPT 20/2 12 3/4"1.0

20/1 SPARE 24

251.0

20/1 SPARE 26

27 LAB CONV RECEPTS 20/1 12 3/4"0.4

20/1 SPARE 28

29FILTRATION EQUIP

20/1 12 3/4"0.1

20/1 SPARE 30CONTROL POWER

31 EXT RECEPTS 20/1 10 3/4"0.7

20/1 SPARE 32

2 33 CU-1/FC-1 15/2 12 3/4"0.9

20/1 SPARE 34

2 350.9

20/1 SPARE 36

37 UH-1 15/1 12 3/4"0.7

20/1 SPARE 38

39 UH-2 15/1 12 3/4"0.7

20/1 SPARE 40

^ 41 WH-1 60/2 6-10 1"4.8

20/1 SPARE 42

^ 434.8

20/1 SPARE 44

45 EC-1 20/1 12 3/4"1.9

20/1 SPARE 46

47 SPARE 20/1 20/1 SPARE 48

49 COND. PUMP 15/1 12 3/4"0.1

20/1 SPARE 50

51 EC-2 20/1 12 3/4"1.9

20/1 SPARE 52

53 SPARE 20/1 20/1 SPARE 54

55 SPACE SPACE 56

57 SPACE SPACE 58

59 SPACE SPACE 60

1 CONTINUOUS LOAD 0.0 0.0 0.02 LARGEST MOTOR 0.0 0.9 0.9

NON-CONTINUOUS LOAD 13.8 11.5 11.025% OF CONTINUOUS 0.0 0.0 0.0 38.6 KVA = 107 AMPS25% OF LARGEST MOTOR 0.0 0.2 0.2 1.732( 208 )TOTAL KVA 13.8 12.6 12.2TOTAL AMPERES 115 105 101

NOTE: WIRE SIZE APPLIES TO PHASE, NEUTRAL AND GROUNDING CONDUCTORS UNLESS OTHERWISE NOTED.# PROVIDE LOCK DOG.^ PROVIDE LOCKABLE CIRCUIT BREAKER PER NEC 422.31(B).

(N) PANEL LVW1 SCHEDULEPANEL LVW1 120 208 VOLTS 3 PHASE 4 WIRE AIC RATING 22,000NEMA 3R 800 AMP

MAIN X BKR MOUNTING FLUSH

LUGS X SURFACECKT DESCRIPTION BKR WIRE-GRD COND. A B C COND. WIRE-GRD BKR DESCRIPTION CKT

1 WELDER 100/2 2-8 1-1/4"7.8

1-1/4" 2-8 100/2 WELDER 27.8

37.8

47.8

5 WELDER 100/2 2-8 1-1/4"7.8

1-1/4" 2-8 100/2 WELDER 67.8

77.8

87.8

9 WELDER 100/2 2-8 1-1/4"7.8

1-1/4" 2-8 100/2 WELDER 107.8

117.8

127.8

13 WELDER 100/2 2-8 1-1/4"7.8

1-1/4" 2-8 100/2 WELDER 147.8

157.8

167.8

17 WELDER 100/2 2-8 1-1/4"7.8

1-1/4" 2-8 100/2 WELDER 187.8

197.8

207.8

21 WELDER 100/2 2-8 1-1/4"7.8

1-1/4" 2-8 100/2 WELDER 227.8

237.8

247.8

25 WELDER 100/2 2-8 1-1/4"7.8

20/1 SPARE 26

277.8

1-1/4" 2-8 100/2 WELDER 287.8

29 WELDER 100/2 2-8 1-1/4"7.8

307.8

317.8

20/1 SPARE 32

33 SPARE 20/1 20/1 SPARE 34

35 SPARE 20/1 20/1 SPARE 36

37 SPARE 20/1 3813.8

39 COMPRESSOR 40/2 8-10 3/4" 3.2 2-1/2" 3/0-6 200/3 (N) PANEL 'LVW2' 4012.6

41 3.2 4212.2

1 CONTINUOUS LOAD 0.0 0.0 0.02 LARGEST MOTOR 0.0 0.0 0.0

NON-CONTINUOUS LOAD 91.8 93.8 93.425% OF CONTINUOUS 0.0 0.0 0.0 279.0 KVA = 774 AMPS25% OF LARGEST MOTOR 0.0 0.0 0.0 1.732( 208 )TOTAL KVA 91.8 93.8 93.4TOTAL AMPERES 765 782 778

NOTE: WIRE SIZE APPLIES TO PHASE, NEUTRAL AND GROUNDING CONDUCTORS UNLESS OTHERWISE NOTED.

(N) PANEL HVW SCHEDULEPANEL HVW 277 480 VOLTS 3 PHASE 4 WIRE AIC RATING 35,000NEMA 3R 400 AMP

MAIN X BKR MOUNTING FLUSH

LUGS X SURFACECKT DESCRIPTION BKR WIRE-GRD COND. A B C COND. WIRE-GRD BKR DESCRIPTION CKT

1 1 LAB LTG/EM LTG 20/1 12 3/4"1.5 GENERAL 23.9

1 3 EXT LTG/EM LTG 20/1 12 3/4"0.4

3/4" 12 20/3 FILTRATION 43.9

5 SPARE 20/1 SYSTEM 63.9

7 SPARE 20/1 20/1 SPARE 8

9 SPARE 20/1 20/1 SPARE 10

11 SPARE 20/1 20/1 SPARE 12

13 SPARE 20/1 20/1 SPARE 14

15 SPARE 20/1 20/1 SPARE 16

17 SPARE 20/1 20/1 SPARE 18

19 SPARE 20/1 20/1 SPARE 20

21 SPARE 20/1 20/1 SPARE 22

23 SPARE 20/1 20/1 SPARE 24

25 SPARE 20/1 20/1 SPARE 26

27 SPARE 20/1 20/1 SPARE 28

29 SPARE 20/1 20/1 SPARE 30

31 SPARE 20/1 20/1 SPARE 32

33 SPARE 20/1 20/1 SPARE 34

35 SPARE 20/1 20/1 SPARE 36

37 SPARE 20/1 (N) PANEL 'LVW1' 3891.8

39 SPARE 20/1 3" 500-2 350/3 VIA 4093.8

41 SPARE 20/1 XFMR 'T1' 4293.4

1 CONTINUOUS LOAD 1.5 0.4 0.02 LARGEST MOTOR 0.0 0.0 0.0

NON-CONTINUOUS LOAD 95.7 97.7 97.225% OF CONTINUOUS 0.4 0.1 0.0 293.0 KVA = 352 AMPS25% OF LARGEST MOTOR 0.0 0.0 0.0 1.732( 480 )TOTAL KVA 97.5 98.2 97.2TOTAL AMPERES 352 355 351

NOTE: WIRE SIZE APPLIES TO PHASE, NEUTRAL AND GROUNDING CONDUCTORS UNLESS OTHERWISE NOTED.

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

2051 W SUNSET RD.SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488FAX. (520) 293-8349

M3ENG.COM

M3-PN190371.000

12 /04/19

EP601

Panel Schedules

#3/0 208/120480V/3300T1 DRY-TYPE

NEMA-3R, 800A, 277/480V, 3P-4W(E) SWITCHBOARD 'SES'

1

1. (E) GROUNDING ELECTRODE SYSTEM TO REMAIN.

2. (E) COPPER GROUND BUS TO REMAIN.

3. PROVIDE (N) FUSES IN (E) SPARE FUSEDDISCONNECT SWITCH, SIZED AS INDICATED.

4. INSTALL COPPER GROUNDING ELECTRODECONDUCTOR SIZED AS INDICATED AND BOND TOBUILDING STRUCTURAL STEEL, COLD WATERPIPING (IF AVAILABLE), STEEL GAS PIPING (IFAVAILABLE), UFER GROUND AND (2) 3/4" x 10'-0"COPPER CLAD GROUND RODS SEPARATED AMINIMUM OF 6'-0" PER ARTICLE 250 OF THE NEC.

1. (E) (2) PARALLEL SETS OF (4) #500 KCMIL, 4"CEACH SET TO REMAIN.

2. (N) (2) PARALLEL SETS OF (4) #3/0 AWG, #2AWG GRD., 2-1/2"C EACH SET.

3. (N) (3) #500 KCMIL, #2 AWG GRD., 3"C.

4. (N) (2) PARALLEL SETS OF (4) #600 KCMIL, #1/0AWG GRD., 4"C EACH SET.

5. (N) (4) #3/0 AWG, #6 AWG GRD., 2-1/2"C.

NG

(E) FACTORYBOND.

T1

1

2

-

3800800(E)

3

600RK1

400

(N) PANEL'HVW'

3

400/3

350/3

SERVICEENTRANCERATED

800/3

(N) PANEL'LVW1'

2

3

4

Y

G

4

#1/0 AWG(CU) PERNEC 250.

HVW-3

N

C1

120V FROM 'LVW2-22'

TC1

PH

TIME CLOCK, INTERMATICCAT No. ET279C IN SURFACEMOUNT, NEMA 1 ENCLOSUREOR APPROVED EQUAL.

PHOTOCELL, TORK K-4100 SERIES ORAPPROVED EQUAL. MOUNTED ON NORTH WALLPOINTING NORTH OR APPROVED EQUAL.

EXT LTG

30 AMP, ELECTRICALLY HELD LIGHTINGCONTACTOR MOUNTED IN RECESSEDMOUNTED, NEMA 1 ENCLOSURE, SQUARED CLASS 8903 OR EQUAL

1. CONTRACTOR SHALL PROVIDE BOOSTER POWER SUPPLIES AS REQUIRED BYMANUFACTURER. COORDINATE LOCATIONS WITH OWNER. PROVIDE SMOKEDETECTOR WITHIN 2' OF EACH BOOSTER POWER SUPPLY. IF BOOSTER POWERSUPPLIES ARE REQUIRED, CONTRACTOR SHALL NOTIFY OWNER PRIOR TOORDERING.

2. SEE SYSTEMS PLANS FOR LOCATIONS AND NUMBER OF DEVICES.

3. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA 72.

4. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2018 IFC & IBC.

5. ALL WORK SHALL BE IN ACCORDANCE WITH THE ARIZONA FIRE CODE.

6. ALL DEVICES SHALL BE ADA COMPLIANT AND SHALL BE INSTALL.MOUNTED INACCORDANCE WITH ADA REQUIREMENTS.

7. THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY, PRIOR TO BID, THE EXACTLOCATIONS OF EACH EXISTING FIRE ALARM CONTROL PANEL, NAC POWER SUPPLY,AUDIO AMP, AUDIO/VISUAL DEVICES AND ALL FIRE ALARM SIGNAL CIRCUITS. EXACTROUTING OF NEW CIRCUITS CONNECTING TO EXISTING CIRCUITS SHALL BEPREDETERMINED AND INCLUDED IN THE BID.

8. FIRE ALARM DESIGN IS CONCEPTUAL ONLY. CONTRACTOR SHALL PROVIDEADDITIONAL DEVICES REQUIRED TO COMPLY WITH 2018 INTERNATIONAL FIRE CODE &2018 BUILDING CODE AND ANY CODES CALLED OUT ABOVE, AT NO ADDITIONAL COSTTO OWNER.

9. PROVIDE 6' SEPARATION BETWEEN SUPPLY AND RETURN LOOPS. (TYP FOR ALLINITIATION LOOPS).

10. INSTALL NEW FIRE ALARM WIRING AS A CLASS 'A' SYSTEM. ALL OUTGOING ANDRETURN CONDUCTORS, EXITING AND RETURNING TO THE FACP, SHALL BE INSEPARATE CONDUITS. WIRING SHALL BE PER THE REQUIREMENTS OF NFPA 72A.

11. CONTRACTOR SHALL PROVIDE ADDITIONAL DEVICES IF REQUIRED BY THE FIREMARSHALL AT NO ADDITIONAL COST TO THE OWNER.

12. PROVIDE NEW FACTORY BACK BOXES FOR ALL (N) & RELOCATED (E) FIRE ALARMDEVICES. USE OF "BELL" BOXES OR SIMILAR IS NOT ALLOWED.

13. ALL FIRE ALARM WORK SHALL BE PERFORMED BY A LICENSED & CERTIFIED NOTIFIERDEALER/VENDOR.

NOTES:1. ALL NEW FIRE ALARM DEVICES SHALL BECOMPATIBLE WITH EXISTING FIRE ALARMCONTROL PANEL.

LVW2-20

200/3

(N) PANEL'LVW2'

5

F0 = TRANSFORMER SIZE = 750 KVA

1.732 * 480V * .035(Z)750 KVA = 25,775A

XFMR FAULT CALC

XF3

F3 = TRANSFORMER SIZE = 300 KVA

1.732 * 208V * .054(Z)

22,000 AIC RATED PANELS ARE REQUIRED

300 KVA = 15,421A

(E) 750 KVAXFMR

XF1

XF2

XF0

AMP

(N) (2) #12, 3/4" C. (TYP)

(E) CIRCUIT

L

F

(N) SPEAKER CIRCUIT, 3/4" C.

(E) FACPNOTIFIER 'NFS2'

LOCATED AT THEPERFORMANCEARTS CENTER

CM

(E) NACPOWERSUPPLY

ALTRONIX'FIRESWITCH'

SD

(E)(E)

(N) TWISTED SHIELDEDPAIR CABLE. 3/4"C. (TYP)

(E)

AUDIO

(E)H

LOAD CALCULATIONS(E) MAIN SWITCHBOARD (800A, 277/480V, 3-PHASE, 4W)LOAD PER 30-DAY RECORDER 204.2 KVAAT 125% PER NEC 220.87 255.3 KVA

LOAD ADDED

(N) PANEL 'HVW' 293.0 KVA

(N) TOTAL CODE LOAD 548.2 KVA

548.2 kVA / (480 *1.732) = 659.5 A

FAULT CURRENT ANALYSIS

CABLE

FAULT FAULT SOURCE SOURCE NO. WIRE MAG. FAULT

POINT LOCATION POINT AMPS E(Volts) SETS SIZE DUCT C VALUE LENGTH f M Isc POINTF0 (E) 750 KVA XFMR 25,775 25,775 F0F1 (E) SWITCHBOARD 'SES' F0 25,775 480 2 500 KCMIL 26,706 5 0.01 0.991 25,553 F1F2 (N) PANEL 'HVW' F1 25,553 480 2 3/0 AWG 13,923 168 0.56 0.643 16,419 F2

Note: The above calculations are based on the "Point to Point" method. Three Phase

C = Cable Conductance Factor Vs = Transformer Secondary Line to Line Voltage f = 1.732 x L x Isc / ( C x n x E )E = Line to Line Voltage Z = Transformer ImpedanceVp = Transformer Primary Line to Line Voltage Isc = Short circuit current f = I sc x Vp x 1.73 (% Z) / (100000 x kva )

M = 1 / ( 1 + f ) Isc = Isc x M Isc = Vp x M x Isc / Vs

[NOTE: ALL (N) CONDUCTORS SHALL BE COPPER.]

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PROJECT NO:

DATE:

THIS DRAWING IS NOT TO BE USED FORCONSTRUCTION PURPOSES UNTIL SEALED AND SIGNED BY

ARCHITECTS OF BRECKENRIDGE GROUP INC. ARCHITECTS /PLANNERS, OR DESIGNATED CONSULTANTS.

DRAWINGS ARE COPYWRITTEN BY BRECKENRIDGE GROUPARCHITECTS / PLANNERS. ANY REPRODUCTION OR REUSE

WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. R

REVISION SCHEDULE:

NOVEMBER 2019

17.14.45

# DATE DESCRIPTION ISSUED TO

DRAWN BY:

CHECKED BY:

2051 W SUNSET RD.SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488FAX. (520) 293-8349

M3ENG.COM

M3-PN190371.000

12 /04/19

EP701

N.T.S.

Partial Single Line Diagram

DiagramSingle Line

N.T.S.

Lighting Control Diagram

N.T.S.

Partial Fire Alarm Diagram