IPC_PS_Drawings.pdf

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ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

520.795.2705 Fax 520.795.6171

www.bwsarchs.com

PEACH SPRINGS

INDIAN HEALTH CENTER RENOVATIONS

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

PEACH SPRINGS

INDIAN HEALTH CENTER RENOVATIONS

HHSI161201200001I

Peach Springs, Arizona

FINAL CONSTRUCTION DOCUMENTS

December 20, 2013

ARCHITECTURAL

BWS Architects 261 North Court Avenue Tucson, AZ 85701 Phone: 520.795.2705 Fax: 52.0795.6171 Email:rshambach@bwsarchitects.com

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 520.323.3858

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 520.293.1488

ELECTRICAL

COVER SHEET

CS

ESTIMATEEST

UNDERWRITERS LABORATORY

UNLESS NOTED OTHERWISE

TEMPERATURE, TEMPORARY

TOILET PAPER DISPENSER

TONGUE AND GROOVE

SOUND TRANSMISSION COEFFICIENT

WELDED WIRE FABRIC

WALL HUNG, WATER HEATER

VINYL WALL COVERING

VINYL COMPOSITION TILE

INCH(ES)IN

LIGHT

LIGHTWEIGHT

LOW POINT

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LIVE LOAD

LINEAL FEET

LOUVER

LEFT HAND

LAVATORY

LAMINATE

LABORATORY

LENGTH, LONG

LTWT

LP

LLV

LLH

LVR

LT

LL

LF

LH

LAV

LAM

LAB

L

INTERIOR

INSULATION

INCLUDING

KICK PLATE

KNOCK OUT

KITCHEN

KNOCKED DOWN

JOINT

JOIST

JANITORS CLOSET

JT

KP

KO

KIT

KD

INT

JST

JC

INSUL

INCL

WD WOOD

YD

WWF

WSCT

WT

WM

WS

WR

WP

WDW

WI

WH

YARD

WEIGHT

WAINSCOT

WEATHERSTRIP

WATER REPELLENT

WATERPROOFING

WIRE MESH

WROUGHT IRON

WINDOW

W/

W/W W/O

WC

W

VERT

VWC

VPL

VNR

VCT

VB

WATER CLOSET

WALL TO WALL

WIDTH, WIDE, WEST

WITH

WITHOUT

VENEER PLASTER

VAPOR BARRIER

VENEER

VERTICAL

HIGH IMPACT WOOD FIBER PANEL

GENERAL CONTRACT(OR)

HEAVY DUTYHD

INSULATED COMPOSITE

METAL WALL PANEL

INVERT ELEVATION

INSIDE DIAMETER

HOT WATER

AIR CONDITIONINGHEATING/VENTILATING/

HOUR

HIGH POINT

HORIZONTAL

HOLLOW METAL

HARDWARE

HARDWOOD

HVAC

ICMWP

IE

ID

HW

HR

HP

HORZ

HM

HDWR

HDWD

GYPSUM WALLBOARD

GAGE,(GUAGE)

GYPSUM

GLASS, GLAZING

GRADE

GALVANIZED

HARDBOARD

HOLLOW CORE

HOSE BIBB

HEIGHT

GWB

HIW

H(T)

GYP

HDBD

HC

HB

GL

GD

GC

GALV

GA

TOC TOP OF CONCRETE

TV

UG

UNO

UNF

UL

U

TYP

TPD

TOW

TOS

TOIL

TOM

TOP

TELEVISION

UNFINISHED

UNDERGROUND

URINAL

TYPICAL

TOP OF MASONRY

TOP OF WALL

TOP OF STEEL

TOP OF PARAPET

TOILET

TD

TEMP

TERR

TO

THK

TEL

TB

T&G

T

SWR

SYM

SW

SV

TRENCH DRAIN

THICK(NESS)

TELEPHONE

TACKBOARD

TOP OF

TERRAZZO

THICKNESS, TEE

SYMMETRY(ICAL)

SEAMLESS VINYL

SEWER

SWITCH

EXTERIOR FINISH SYSTEM

EXT. INSULATION FINISH SYSTEM

FIRE EXTINGUISHER(CABINET)

ELECTRIC WATER COOLER

FIBER REINFORCED PLASTIC

FIRE EXTINGUISHER

FOOT,FEET

FINSH(ED)

FINISH FLOOR

FUTURE

FURRED(ING)

FOOTING

FIRE RETARDANT

FIREPROOF

FACE OF

FLUORESCENT

FLEXIBLE

FLASHING

FO

FUT

FUR

FTG

FT

FRP

FR

FP

FE

FEC

FLUOR

FLEX

FLA

FIN

FF

FOUNDATION

FLOOR DRAIN

FABRICATE

FIRE ALARM

FAHRENHEIT

EXCAVAT(E)(ION)

EXTERIOR

EXPANSION

EXISTING

EXHAUST

EACH WAY

EFS

EIFS

FDN

FD

FAB

FA

F

EXT

EXP

EXIST

EXH

EXC

EWC

EW

SS

STD

SUSP

STRUC

STOR

STC

ST

SST

SPECS

SPKR

SQ

SPL

SM

SP

SIM

SERVICE SINK

STEEL, STREET

STAINLESS STEEL

SUSPENDED

STRUCTURAL

STANDARD

STORAGE

SHEET METAL

SPECIFICATIONS

SOUNDPROOF

SQUARE

SPECIAL

SPEAKER

SIMILAR

SC

SDG

SHWR

SHEET

SF

SECT

SCHED

SD

(S) S

RWL

REQ'D

ROW

SOLID CORE

SQUARE FEET

STORM DRAIN

SCHEDULE

SIDING

SHOWER

SHEET

SECTION

RAINWATER LEADER

RIGHT OF WAY

SURFACE MOUNTED

SEALED, SOUTH

REQUIRED

ELEVATION

2 4

SECTION

MATERIALS

OWNER FURNISHED OWNER INSTALLED

OWNER FURNISHED CONTRACTOR INSTALLED

REVISION(S), REVISED

REFLECTED CEILING PLAN

REINFORCED CONCRETE PIPE,

RADIUS, RISER ROUND

PAPER TOWEL RECEPTOR

PAPER TOWEL DISPENSER

PLASTER, PLATE, PROPERTY LINE

OVERHEAD, OPPOSITE HAND

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POUNDS PER LINEAL FOOT

POUNDS PER CUBIC FOOT

OVERFLOW ROOF DRAIN

NOISE REDUCTION COEFFICIENTS

NOT IN CONTRACT, (OFOI)

METAL WALL PANEL (SYSTEM)

WALL PANEL ON CENTER(S)OC

PSICU CUBIC

DRYWALL CHANNELS (HAT)

EMERGENCY

ELEVATION, ELEVATOR

EXPOSED STRUCTURE

EQUIPMENT

EQUAL

EPOXY PAINT

ELECTRIC(AL)

EXPANSION JOINT

EACH FACE

EACH

EAST

DRAWING

DETAIL

EJ

EMER

ES

EQUIP

EQ

EP

ELEV

ELEC

DWC

EF

EA

E

DWG

DTL

DIMENSION

DOWN

DISPENSER

DIAGONAL

DIAMETER

DRINKING FOUNTAIN

DEMOLISH, DEMOLITION

DEPTH

DOWNSPOUT

DOOR

DAMPPROOFING

DITTO

COLD WATER

CUBIC FOOT (FEET)

DIAG

DS

DR

DP

DO

DN

DISP

DIM

DIA

DF

DEMO

D

CW

CU FT

REPL

RFG

RO

RM

RH

RF

REV

RES

RELO

REF

RD

RCP

RB

RA

REPLACE

ROUGH OPENING

RIGHT HAND

RIGID FIBERGLASS

ROOFING

ROOM

RESILIENT

RELOCATION

REFERENCE

ROOF DRAIN

RESILIENT BASE

RETURN AIR

R (R)

QTY

QTR

QT

PVC

PWD

PVMT

PTR

PTD

PT

RECESSED

QUARRY TILE

QUANTITY

QUARTER

POLYVINYL CHLORIDE

PLYWOOD

PAVEMENT

POINT

CONTRACTOR FURNISHED,

CONTRACTOR FURNISHED,

CHALK BOARD,CATCH BASIN

CONTINUOUS OR CONTINUE

CONCRETE MASONRY UNIT

CORRUGATED METAL PIPE

CLEAR(ANCE)CLR

CORRIDOR,CORRUGATED

CONSTRUCTION

CONNECTION

CONCRETE

COMBINATION

COLUMN

COUNTERSINK

COMMENTS

CLEAN OUT

CERAMIC TILE

CARPET

CONN

CSK

CT

CPT

CORR

CONT

CONST

CMTS

CONC

COMB

COL

CO

CMU

CMP

OWNWER INSTALLED

CONTRACTOR INSTALLED

CAST IN PLACE

CEMENT

CEILING

CONTROL JOINT

CAST IRON

CORNER GUARD

CABINET

CENTER TO CENTER

CHANNEL

CFOI

CIP

CG

CLG

CJ

CI

CFCI

CEM

C

CB

CAB

C/C

PCC PRECAST CONCRETE

PLBG

PSF

PR

PO

PLAM

PNL

PLF

PERP

PL

PJ

PF

PREFAB

PERIM

PCF

PLUMBING

PLASTIC LAMINATE

POWER OPERATED

PAIR

PANEL

PANEL JOINT

PREFABRICATED

PERPENDICULAR

PERIMETER

PERFORATE(D)

ORD

PART BD

PART

PC

PAR

P

OFOI

OPP

OPG

OH

OFCI

OFF

OD

PARTICLE BOARD

PIECE

PARTITION

PARALLEL

PAINT(ED)

OUTSIDE DIAMETER

OPPOSITE

OPENING

OFFICE

ABBREVIATIONS

AGGREGATE BASE COURSE

COMPOSITE METAL

BUILT UP ROOFING

BASEMENT

BRICK

BEARING

BOTTOM

BOTTOM OF

BENCH MARK

BLOCK(ING)

BUILDING

BELOW FINISH FLOOR

BOARD

CMWP

BUR

BSMT

BRK

BRG

BOT

BO

BM

BLK(G)

BLDG

BFF

BD

ALUMINUM

ALTERNATE

ANODIZED

ANCHOR, ANCHORAGE

AGGREGATE

ABOVE FINISH FLOOR

ADJACENT

ACOUSTICAL CEILING

ANCHOR BOLT

AIR CONDITIONING

AT

ALUM

ANOD

ANCH

ALT

AGG

AFF

ADJ

AC

ABC

AB

A/C

MOD MODULAR

NO

OA

NRC

NOM

NTS

NIC

NA

N

MWP

MOV

MTD

NOT TO SCALE

OVERALL

NUMBER

NOMINAL

NOT APPLICABLE

NORTH

MOUNTED

MOVABLE

MH

MISC

MO

MIN

MEZZ

MFR

MET

MAX

MECH

MED

MATL

MAS

MASONRY OPENING

MISCELLANOUS

MANUFACTURER

MEZZANINE

MANHOLE

MINIMUM

METAL

MECHANICAL

MAXIMUM

MEDIUM

MATERIAL

MASONRY

SYMBOLS PROJECT DATA INDEX TO DRAWINGS

EARTH

POROUS FILL,

STONE,GRAVEL

CONCRETE

CONCRETE MASONRY

UNIT

METAL

[LARGE SCALE]

METAL

[SMALL SCALE]

PLYWOOD

ACOUSTICAL

PANEL/TILE

CONCRETE,

PLASTER

GWB

WOOD

INSULATION

BLANKET,BATTS

RIGID

INSULATION

CERAMIC

TILE

PLASTER, SAND

CEMENT & GROUT

SHEET METAL

GLASS

ROUGH WOOD

CONTINUOUS

ROUGH WOOD

NON CONTINUOUS

ROOFING / FLASHING

GYPSUM WALL BOARD

1. TO THE BEST OF OUR KNOWLEDGE AND INFORMATION,

AND IN ACCORDANCE WITH ACCEPTED PROFESSIONAL

STANDARDS, WE HAVE COMPLIED WITH APPLICABLE

PORTIONS OF THE AMERICANS WITH DISABILITIES ACT

PERTAINING TO BUILDING ACCESSIBILITY FOR THE

PHYSICALLY HANDICAPPED.

2. ALL DIMENSIONS GIVEN TO FACE OF

MASONRY/CONCRETE AND TO FACE OF GYPSUM BOARD

AND METAL STUD CONSTRUCTION. EXCEPTIONS AS

INDICATED ON DRAWINGS.

3. DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL

BE LAID OUT BY DIMENSIONS.

4. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF

ALL EQUIPMENT PADS REQUIRED BY EQUIPMENT

MANUFACTURER. ACTUAL SIZE AND LOCATION TO BE

COORDINATED WITH APPROVED EQUIPMENT

MANUFACTURER.

5. HVAC AND ELECTRICAL EQUIPMENT SHOWN ON

ARCHITECTURAL DRAWINGS IS FOR GENERAL REFERENCE

ONLY. COORDINATE EQUIPMENT AND LOCATION WITH

MECHANICAL AND ELECTRICAL DRAWINGS.

6. FIRE RATINGS SHALL BE MAINTAINED AT FIRE RATED

PARTITIONS BY PROVIDING FIRE SAFING MATERIAL AT GAPS

AND VOIDS CREATED BY PENETRATIONS, STRUCTURAL

MEMBERS, AND INTERSECTIONS WITH ADJACENT

SURFACES AS REQUIRED. REFER TO FIRE PROTECTION

LISTINGS FOR SPECIFIC ASSEMBLIES.

7. ALL DETAILS APPLY WHETHER OR NOT

SPECIFICALLY REFERENCED.

8. ITEMS LOCATED IN CEILING TILES ARE TO BE CENTERED

AT THE MIDPOINT OF EACH TILE, TYPICALLY. WHERE TWO

ITEMS OCCUR, LOCATE AT THIRD POINTS, THREE ITEMS TO

BE LOCATED AT QUARTER POINTS.

GENERAL NOTES:

FV FIELD VERIFY

IDENTIFYING REVISION

CODE DESIGNATION

CLOUD ENCLOSES

REVISION

SHEET A2.1

AREA ONE

SHEET A2.2

AREA TWO

MATCH LINE

ELEVATION INDICATOR

REVISION CLOUD

KEYNOTE TAG

WALL TYPE

MATCH LINE

A5.1

A

BUILDING SECTION

REFERENCE NO.

SHEET WHERE DRAWN

SHEET WHERE DRAWN

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

4' 8'0 16'

SHEET WHERE DRAWN

1/16" TEXT HEIGHT

DOOR NUMBER

DOOR MARK

ROOM NAME

ROOM NUMBER

A6.1

A5.1

4 OR2 1

A6.1

ELEVATION REFERENCE NO.

SHEET WHERE DRAWN

ELEVATION

A3.2

TITLE

DRAWING NUMBER

TYP

DETAIL NUMBER

A5.1

SHEET WHERE DRAWN

SECTION NUMBER

ROOM NAME AND NUMBER

DOOR MARK

WINDOW MARK

EXTERIOR ELEVATION

INTERIOR ELEVATION

ENLARGED AREA OR

DETAIL MARK

WALL SECTION

A

SECTION LETTER

A

EXISTING COLUMN GRID

COLUMN GRID

FF ELEV

16'- 0" A.F.F.

COVER

G1.1 G1.2

ARCHITECTURAL

D2.1 A2.0 A2.1 A2.2 A2.3 A3.1 A7.1 A7.2 F2.1

MECHANICAL

M0.1 M1.1 M2.1

PLUMBING

P1.1

ELECTRICAL

E0.0

ED1.0

E1.0 E2.0

ABBREVIATIONS, SYMBOLS, MATERIALS, INDEX TO DRAWINGS

CODE ANALYSIS

DEMOLITION FLOOR AND CEILING PLANS

WALL TYPES, INTERIOR FRAMING DETAILS AND TYPICAL WALL SECTION

FLOOR PLAN

ROOM FINISH SCHEDULE

DOOR SCHEDULE & DOOR TYPES

REFLECTED CEILING PLAN AND DETAILS

ENLARGED FLOOR PLANS / INTERIOR ELEVATIONS

INTERIOR DETAILS AND ROOF DETAILS

FURNITURE PLAN

MECHANICAL DEMO PLAN

MECHANICAL FLOOR PLAN

SCHEDULE AND DETAILS

PLUMBING FLOOR PLAN

SYMBOLS & ABBREVIATIONS, LIGHTING FIXTURE SCHEDULE

ELECTRICAL DEMOLITION PLANS

NEW POWER PLAN, NEW LIGHTING PLAN

NEW SPECIAL SYSTEM PLAN

APPLICABLE CODES:

- 2012 INTERNATIONAL BUILDING CODE

- 2012 INTERNATIONAL EXISTING BUILDING CODE

- 2012 INTERNATIONAL MECHANICAL CODE

- 2012 INTERNATIONAL PLUMBING CODE

- 2011 NATIONAL ELECTRICAL CODE

- 2006 INTERNATIONAL ENERGY CONSERVATION CODE

- 2012 INTERNATIONAL FIRE CODE

- LIFE SAFETY CODE (N.F.P.A. 101)

- OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

REGULATIONS 29 CFR 1910 AND 1926

- ARIZONA REVISED STATUTES, INCLUDING:

41-1492 (HANDICAPPED ACCESSIBILITY)

34-451 (ENERGY CONSERVATION STANDARDS)

34-452 (SOLAR DESIGN STANDARDS AND ENERGY LIFE

CYCLE COSTING)

- ARIZONA GOVERNOR'S EXECUTIVE ORDER NO. 91-3

(WATER CONSERVATION IN STATE BUILDINGS)

- THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY

GUIDELINES (ADAAG) 2010

A1

N.T.S.1 2 3 4

A

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

PHOENIX

TUCSON

FLAGSTAFF

KINGMAN

WINSLOW

HOLBROOK

YUMA

PRESCOTT

SAFFORD

PARKER

QUARTZSITE

HOPE

LAKE HAVASU VIDAL JCT.

GILA BEND

CITY

ARIZONA

LAS VEGAS

LAUGHLIN

BOULDER

CITY

PEACH SPRINGS

VICINITY MAPLOCATION MAP

N.T.S.

HI

GH

WAY

66SITE

HILLARY WAY

INDEX & LOCATION MAP

GENERAL NOTES, SHEET

ABBREVIATIONS, SYMBOLS

G1.1

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

1 FLOOR PLAN

SCALE: 1" = 1'-0"

6' 12'0 24'

LEGEND

ROOM OCCUPANCY

NO. OF OCCUPANTS USING EXIT

CALCULATION BASED ON ROOM OCCUPANCY

A ACCESSORY USE

2012 IBC Code Checklist

TITLE, DESCRIPTION OF USE: The scope of the project includes alterations to the existing outpatient clinic.

OCCUPANCY GROUP (Section 302): B, Outpatient & primary care TYPE OF CONSTRUCTIONS (Table 503): Type V-B

AUTOMATIC SPRINKLER SYSTEM: PROVIDED

FIRE ALARM: PROVIDED

BASIC ALLOWABLE AREA W/ INCREASES(Table 503):

9000 SF

Automatic Sprinkler system increase:

9000 x 2 = 18,000 SF Existing: 17,450 SF- No additional area is proposed

MAXIMUM BUILDING HEIGHT(Table 503): 40' / 2 Story Total Actual Building Height - 20' / 1 Story - No additional height added

FIRE RESISTIVE RATINGS (Table 601 & 602) Exterior Bearing Walls: 0 Exterior Non-Bearing Walls: 0 Interior Bearing Walls: 0 Interior Non-Bearing Walls: 0 Structural Frame, Floors, Roofs: 0 Shaft Enclosure: 0 Corridors: 0( with fire sprinklers), smoke rated in

AREA SEPARATION WALLS: Not required

OCCUPANT LOADS (Table 1004.1.2):

B occupancy(offices and outpatient) (1 Occ / 100 sf gross) - 17,450 sf / 100 sf/Occ = 175 Occ

NUMBER OF EXITS REQUIRED (Section 1021): 2 exits NUMBER OF EXITS PROVIDED: 6 exits

EXIT ACCESS TRAVEL DISTANCE ALLOWED(Table 1016.2): 300 ft.

COMMON PATH OF TRAVEL(Table 1014.3): 75 feet

PROJECT LIMIT LINE

CODE ANALYSIS

G1.2

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

2 DEMOLITION FLOOR PLAN

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

4' 8'0 16'

1. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND

REMOVAL WITHIN THE LIMITS OF DEMOLITION UNLESS

OTHERWISE NOTED.

2. THE UTILITY ABANDONMENT AND RELOCATIONS ARE

INDICATED ON CORRESPONDING SHEETS. IN CASE OF

DISCREPANCIES THE STRICTER CONDITION WILL PREVAIL

UNLESS APPROVED BY THE ARCHITECT.

3. ADDITIONAL DETAILS AND NOTES PERTAINING TO THE

DEMOLITION CAN BE FOUND ON THE ELECTRICAL, MECHANICAL

AND PLUMBING DRAWINGS.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL BARRICADES

AND SAFETY CONCERNS WITHIN AND ADJACENT TO

CONSTRUCTION

5. LIMITS OF DEMOLITION LINES ARE APPROXIMATE AND ARE TO

BE ESTABLISHED BY THE FLOOR PLAN. THE ARCHITECT SHALL

BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO

DEMOLITION.

6. UNDERGROUND UTILITIES UNCOVERED DURING DEMOLITION

AND EXCAVATION ARE TO BE DIMENSIONED AND INDICATED ON

AS-BUILT DRAWINGS.

DEMOLITION GENERAL NOTES

LEGEND

1. DEMO ALL PLUMBING FIXTURES, TOILET ACCESSORIES, FLOOR FINISH

AND FRP PANELS. SALVAGE TOILET ACCESSORIES AND SINKS TO OWNER

2. DEMO EXISTING ROLL UP SHUTTER, SALVAGE TO OWNER

3. DEMO WINDOW, SALVAGE TO OWNER

4. DEMO MILLWORK, SALVAGE TO OWNER

5. DEMO WALL AND WALL BUMPER. SALVAGE & REUSE WALL BUMPER

6. DEMO EXISTING ACOUSTIC CEILING AND ABOVE CEILING BATT INSULATION

7. DEMO EXISTING GWB CEILING AND ABOVE CEILING BATT INSULATION

8. REMOVE EXISTING ACOUSTIC CEILING GRID TO INSTALL NEW

MECHANICAL DUCTS AND DEVICES, REINSTALL GRID AND EXISTING

LIGHTS IN THE SAME LOCATION - REFER TO MECHANICAL PLANS FOR

LOCATIONS OF NEW AND EXISTING AIR DEVICES

9. DEMO EXISTING PLAM COUNTERTOP AT LAB, REINSTALL EXISTING SINKS

AND EYE WASH IN NEW COUNTERTOP

10. DEMO EXISTING PLAM COUNTERTOP, SALVAGE AND REUSE CABINETS.

REFER TO SHEET A7.1 FOR SALVAGED CABINETS

11. REMOVE EXISTING GWB FOR INSTALLATION OF NEW PLUMBING FIXTURES,

TEXTURE TO MATCH EXISTING AND PAINT WALL CORNER TO CORNER.

DEMOLITION KEYNOTES

1 DEMOLITION CEILING PLAN

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

4' 8'0 16'

EXISTING WALLS TO BE DEMOLISHED, REFER TO

ELECTRICAL FOR DEMOLITION OF ELECTRICAL

OUTLETS AND SWITCHES

EXISTING DOOR, FRAME & FINISH HARDWARE TO BE

DEMOLISHED, SALVAGE TO OWNER, TYP

EXISTING VCT FLOOR AND WALL BASE TO BE

DEMOLISHED

EXISTING CERAMIC TILE FLOOR, WALL BASE AND FRP

WAINSCOT TO BE DEMOLISHED

EXISTING CARPET & WALL BASE TO BE DEMOLISHED

EXISTING GWB CEILING AND BATT INSULATION ABOVE

CEILING TO BE DEMOLISHED. REFER TO ELECTRICAL

AND MECHANICAL FOR DEMOLITION OF MECHANICAL

AND ELECTRICAL CEILING DEVICES

EXISTING 2'X2' ACOUSTIC CEILING AND AND ABOVE

CEILING BATT INSULATION TO BE DEMOLISHED.

REFER TO ELECTRICAL AND MECHANICAL FOR

DEMOLITION OF MECHANICAL AND ELECTRICAL

CEILING DEVICES

DEMOLITION PLANS

FLOOR & CEILING

D2.1

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

GENERAL NOTES FOR PARTITIONS

1. REFER TO FLOOR PLAN FOR LOCATION OF WALL TYPES.

2. REFER TO THE ROOM FINISH SCHEDULE, THE INTERIOR DESIGN SHEET

AND RELATED DETAILS FOR FINISHES REQUIRED AND TO THE

MANUFACTURER FOR SURFACE PREP. REQUIREMENTS.

3. REFER TO THE FLOOR PLAN, INTERIOR ELEVATIONS, DETAILS,

MECHANICAL, PLUMB AND ELECTRICAL PLANS FOR WALL BACKING

REQUIREMENTS AND INWALL UTILITIES.

4. ALL DOOR JAMBS and OPENINGS OVER 24" SHALL BE DOUBLE STUDDED

WITH 20 GA. STUDS (16 GA AT DOOR JAMBS 3'-6" AND OVER) EXTENDED

TO STRUCTURE ABOVE.

5. PROVIDE 6" STEEL STUDS AT ALL WALLS AND/OR WALLS WHERE

RECESSED ELECTRICAL PANELS ARE LOCATED. COORDINATE WITH

RELATED SUB-CONTRACTORS.

6. PROVIDE 3 5/8" X 20 GA. STEEL TRACK BACKING AT ALL WALL MOUNTED

DOOR STOPS.

7. ALL STUDS SUPPORTING WALL HUNG CABINETS SHALL BE MIN. 20 GA.

STUDS SPACED AT 16" O.C. MAXIMUM.

8. ALL RATED WALLS (FIRE AND SMOKE) SHALL BE CONSTRUCTED SO

THAT SECONDARY WALLS DO NOT PENETRATE SYSTEM. ALL

PENETRATIONS SHALL BE SEALED W/ UL LISTED FIRE STOP SEALANT, UL

LISTED ASSEMBLIES OR APPROVED EQUAL.

9. SUBMITTAL FOR WALL MATERIALS SHALL BE PROVIDED TO

SUBSTANTIATE THAT PROPOSED MATERIALS HAVE BEEN TESTED BY A

RECOGNIZED TESTING AGENCY TO MEET THE REQUIRED RATINGS AND

PERFORMANCE LEVELS OF THE SPECIFIED MATERIALS

10. ALL PENETRATIONS IN RATED WALLS OVER 16 SQ. INCHES SHALL BE

BACK WRAPPED WITH 5/8" TYPE 'X' GYP. BD. UNPROTECTED

PENETRATIONS UNDER 16 SQ. INCHES SHALL NOT EXCEED 100 SQ.

INCHES TOTAL FOR EACH 100 SQ. FEET OF WALL AREA. WHERE SUCH

UNPROTECTED OPENINGS OCCUR ON OPPOSITE SIDES OF THE WALL

SEPARATE THESE OPENINGS BY BY MIN. 24 INCHES.

11. DOOR OPENINGS SHALL BE PROTECTED BY A U.L. LISTED (OR EQUAL)

DOOR ASSEMBLY. ALL RATED DOORS SHALL BE POSITIVE LATCHING,

AUTOMATIC CLOSING AND GASKETED TO PREVENT THE PASSAGE OF

SMOKE. DOORS EQUIPPED WITH A HOLD OPEN DEVICE SHALL BE

INTERCONNECTED TO TO THE FIRE ALARM WHICH SHALL CLOSE THE

DOOR UPON ACTIVATION.

12. REFER TO THE FOLLOWING TABLE FOR ALLOWABLE WALL HEIGHTS,

HEIGHTS ARE FOR NON-LOAD BEARING STEEL STUDS USED FOR

INTERIOR PARTITIONS WITH BOTH FLANGES OF STUDS CONTINUOUSLY

BRACED WITH GYP. BOARD OR FLAT STRAPS.

STUD DESIGNATION MAXIMUM HEIGHT

16" O.C. 24" O.C.

3 5/8"-20 GA. 362DS20 15'-7" 13'-8"

6"-20 GA. 600DS20 22'-10" 19'-11"

13. ALL PENETRATIONS IN WALLS MUST BE SEALED FOR ACOUSTIC

SEPARATION WITH SPECIFIED ACOUSTICAL SEALANT. THIS CONDITION IS

TYPICAL FOR ALL PARTITIONS ON THIS PROJECT.

14. GENERAL CONTRACTOR IS TO LABEL ALL WALLS ABOVE CEILING WITH

WALL RATING DESIGNATION. ALL WALLS THAT ARE NOT REQUIRED TO

BE RATED SHALL BE LABELED "THIS IS NOT A SMOKE WALL".

COORDINATE WITH THE FACILITIES ENGINEER FOR EXACT FACILITIES

WALL LABELING STANDARDS.

AND TYP WALL SECTION

WALL TYPES, DETAILS

A2.0

1 TYPICAL WALL SECTION AT CORRIDOR

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

1' 2'0 4'

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

1 FLOOR PLAN

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

4' 8'0 16'

FLOOR AND ROOF PLAN GENERAL NOTES

1. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

2. REFER TO A7.1FOR ENLARGED FLOOR PLANS AND

ADDITIONAL DIMENSIONS.

3. REFER TO SHEET A10.1 FOR WALL TYPES

4. REFER TO SHEET A2.2 FOR INTERIOR FINISHES

5. REFER TO SHEET A2.3 FOR DOORS AND WINDOWS TYPES

6. CUT AND PATCH EXISTING WALLS, FLOOR AND FINISHES AS

REQUIRED FOR "LIKE NEW FINISH"

7. CONTRACTOR TO PATCH EXISTING ROOF AND MAINTAIN

EXISTING DRAINAGE.

LEGEND

EXISTING INTERIOR WALL

NEW INTERIOR WALL

1. NEW COUNTER TOP AND UPPER CABINETS, REFER TO SHEET A7.1

FOR MORE INFORMATION.

2. NEW RECEPTION COUNTER, REFER TO SHEET A7.1 FOR MORE

INFORMATION.

3. NEW SINK - COUNTERTOP & CABINETS O.F.C.I.

4. NEW HANDRAIL, MATCH EXISTING. REFER TO SHEET A7.2 FOR DETAIL

5. NEW 8' CORNER GUARD, MATCH EXISTING. REFER TO SHEET A7.2 FOR

DETAIL

FLOOR PLAN KEYNOTES

ROOF PLAN

FLOOR PLAN

A2.1

2 ROOF PLAN

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

4' 8'0 16'

001 DPT OFFICE CPT RB E P E P GWB P E P ACP - E

FLOOR

FINISH

ROOM

NUMBER ROOM NAME

ROOM FINISH SCHEDULE

BASE

NORTH

SURFACE FINISH SURFACE

EAST

FINISH

WALLS

SOUTH

SURFACEFINISH

WEST

SURFACE FINISH HEIGHT

CEILING

FINISHSURFACE REMARKS

003 CORRIDOR E E E P E P E P E P E - E

004 SECRETARY CPT RB GWB P - P - P E P GWB.ACP P/- VARIES

005 MEDS VCT RB E P E P E P E P ACP - E

007 LAB E E E P E P GWB P E P E - E

008 BLUE MT TEAM ROOM VCT RB E P GWB/GL P GWB/GL P E P ACP - 9'-0"

009 MUSIC MT TEAM ROOM VCT RB E P - - GWB/GL P GWB/GL P ACP - 9'-0"

011 CORRIDOR E RB E P GWB/GL P E P E P E. - -

006 CORRIDOR E RB E P E P E P GWB/GL P E -

012 MEDICAL STORAGE E RB E P E P GWB P E P E - -

014 EXAM 9 VCT RB GWB/E P E GWB GWB P E P ACP - 9'-0"

015 SCALE E RB - - E P GWB P E P E - -

010 CORRIDOR E RB GWB/GL P E P GWB/E P E P E. - -

ACP ACOUSTICAL CEILING PANEL

E EXISTING FINISH REFER TO GENERAL NOTES

CPT CARPET

VCT VINYL COMPOSITE TILE

P PAINT

GWB GYPSUM WALL BOARD

RB RUBBER BASE

SIGN INDICATES ROOM SIGNAGE TO BE PROVIDED

ABBREVIATIONS FOR SCHEDULE

FINISH SCHEDULE AND SIGNAGE GENERAL NOTES

1. "E" INDICATES AN EXISTING FINISH OR HEIGHT TO REMAIN BUT MAY INCLUDE SOME

PATCHING OF THE EXISTING FINISH SUCH AS CARPET, VCT, GWB OR PLASTER.

2. REFERENCE SPECIFICATIONS FOR FLOOR TRANSITIONS AND MORE INFORMATION

REGARDING FINISH MATERIALS.

3. REFER TO SPECIFICATIONS FOR ROOM SIGNAGE. MATCH EXISTING COLORS AND

FONTS. OWNER TO DETERMINE ROOM NAME AND NUMBERS.

CARPET TYPES

PAINT TYPES

RUBBER BASE TYPES

FINISHES - REFER TO SPECIFICATIONS FOR FINISH TYPES

VINYL COMPOSTION TILE

P1 FRAZEE 98YY 82/022 "WHITE HIGH-HIDING"

P2 FRAZEE 30BB 33/235 "PERWINKLE BLUE"

P3 FRAZEE 30BG 32/235 "AQUATIC BLUE"

LOCATION OF PAINT COLOR TO BE COORDINATED WITH ARCHITECT

CPT GLUE DOWN MOHAWK 506 "WATER"

RB 6" TOPSET VINYL BASE - ARMSTRONG 74 "SHORELINE"

VCT 12"X12" ARMSTRONG 52143 "SANDSTONE TAN"

PLASTIC LAMINATE

ACOUSTICAL CEILING PANELS

ACP 24" X 24" W/ TEGULAR EDGE- ARMSTRONG FINE

FISSURED W/ FINELINE CEILING GRID

002 NURSE OFFICE CPT RB GWB P E P E P E P ACP - E

013 ARCHIVE E RB GWB P E P E P E P E. - -

016 RECEPTION E RB E P E P E P GWB P E - - RUBBER BASE AT NEW DIVIDER WALL

1 2 3 4

A

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

PLAM 1 FORMICA 3505-58 "STORM" SOLIDG

PLAM 2 FORMICA 927-58 "FOLKSTONE"

PLAM3 FORMICA 3504-58 "TEAL" SOLIDZ

PLAM4 FORMICA 3502-58 "BREEZE' SOLIDZ

& FINISHES & SIGNAGE

ROOM FINISH SCHEDULE

A2.2

ROOM SIGNAGE

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

DOOR

TYPE

OPENING

NO.

OPENING SIZE

W X HPR

HARDWARE

FRAME

HEAD

GLASSFINISHMATERIAL FINISHTYPE MATERIAL JAMB

LATCH HINGE

DETAILS - SHEET A2.4

FIRE

LABEL

SILL

SET NO.

DOOR AND FRAME SCHEDULE

E EXSTING DOOR OR FRAME

HM HOLLOW METAL

WD WOOD

ST STAIN

P PAINT

SAF SAFETY GLAZING

SS STAINLESS STEEL

ABBREVIATIONS FOR DOOR SCHEDULE

DOOR SCHEDULE GENERAL NOTES

1. REFER TO SPECIFICATIONS FOR HARDWARE TYPES.

2. IF NO INFORMATION IS SHOWN FOR A DOOR

NUMBER THEN THE EXISTING DOOR, FRAME AND

HARDWARE SHALL REMAIN IN PLACE. REFER TO

NOTE ON PAINTING EXISTING DOORS AND FRAMES.

001A B 3'-0" x 7'-0" WD ST SAF 1 HM P 1 2 2 - - 1

005 - E E - - E P - - - - - 4

013 B 3'-0" x 7'-0" WD ST SAF 1 HM P 1 2 2 - - 3

014 A 3'-0" x 7'-0" WD ST 1 HM P 1 2 2 - - 2

1 2 3 4

A

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

001B - E E E - - E P - - - - - E.

HOLLOW METAL FRAME

INTERIOR DOOR HEAD

3"=1'-0"

5/8" GWB, TYP

FILLET, TYP. BOTH SIDES

1/8" MAX. CONTINUOUS SEALANT

WOOD DOOR

METAL STUD

DOUBLE FRAMING -

REF. A2.0

HOLLOW METAL FRAME

3 PLACES EA. JAMB

SCREWS, STUD TO JAMB ANCHOR

2 #8 SELF-TAPPING SHEET METAL

DOUBLE FRAMING

METAL STUD

INTERIOR DOOR JAMB

3"=1'-0"

5/8" GWB, TYP

FILLET, TYP. BOTH SIDES

1/8" MAX. CONTINUOUS SEALANT

WOOD DOOR

CORNER BEAD

TYPICAL DOOR STOP BACKING

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

5/8" TYPE 'X'

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

ALUMINUM DOOR FRAME

STEEL ANCHOR STRAP

20 GA. GALVANIZED

WALL MOUNTED DOOR STOP

REFER TO HARDWARE SCHEDULE

STUD BACKINGGYPSUM

WALL BOARD

1 2 3 4

DOOR TYPES

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

2' 4'0 8'

FRAME TYPE

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

2' 4'0 8'

WINDOW TYPES

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

2' 4'0 8'

6 7

016A C 4'-0" X 4'-10" SS SS - ST P 8 - - 8 - -

016B C 4'-0" X 4'-10" SS SS - - ST P 8 - - 8 - -

SCHEDULES & DETAILS

DOOR / WINDOW TYPES

A2.3

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

1 REFLECTED CEILING PLAN

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

4' 8'0 16'

GENERAL CEILING NOTES

1. SEE NOTES ON GENERAL INFORMATION SHEET

FOR CEILING GRID LAYOUT AND PLACEMENT OF

CEILING MOUNTED ITEMS.

2. SEE FLOOR PLAN FOR PARTITION TYPES.

3. COORDINATE REFLECTED CEILING PLANS WITH

ELECTRICAL AND MECHANICAL DRAWINGS.

4. ALL GWB CEILINGS & SOFFITS TO BE PAINTED.

5. REFER TO ELECTRICAL DRAWINGS FOR REUSE OF

EXISTING LIGHT FIXTURES

CEILING PLAN LEGEND

RETURN AIR GRILLE (REF. MECH)

EXHAUST GRILLE (REF. MECH)

SUPPLY DIFFUSER (REF. MECH)

LIGHT FIXTURE (REF. ELECT)

EXIT SIGN (REF. ELECT)

LIGHT FIXTURE (REF. ELECT)

ACCESS PANEL

EXISTING CURTAIN TRACK

PROVIDE NEW AT EXAM ROOM 9

2 3

4 5

1. NEW CURTAIN AND TRACK, REFER TO SPECS

2. REINSTALL EXISTING LIGHTS AND MECHANICAL

AIR DEVICES IN NEW ACOUSTICAL CEILING GRID

3. MODIFY EXISTING CEILING GRID AND TILE FOR

NEW WALL.

CEILING PLAN KEYNOTES

NEW 2'X2' ACP CEILING W/ BATT

INSULATION ABOVE CEILING

NEW GWB CEILING W/ BATT

INSULATION ABOVE CEILING

EXISTING 2'X2' ACP CEILING W/

BATT INSULATION ABOVE CEILING

TO REMAIN, CUT & PATCH AS

REQUIRED BY NEW WORK

EXISTING GWB CEILING W/ BATT

INSULATION ABOVE CEILING, CUT

& PATCH AS REQUIRED BY NEW

WORK. PROVIDE PAINTED FINISH

AND DETAILS

REFLECTED CEILING PLAN

A3.1

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

SCALE: 1'-0"=1'-0" co rn er g ua rdCORNER GUARD

CORNER GUARD

WALL GUARD

321 4

85 76

AND ROOF DETAILS

INTERIOR DETAILS

A7.2

9 10

FLASHING AT EQUIPMENT CURB

3"=1'-0"

EXISTING INSULATION

METAL EXTENDER PIECE

WITH SEALANT ON BACK

SIDE

EXISTING DECK

ROOF FLASHING

EXISTING ROOF MEMBRANE

NEW MECH UNIT

NEW EQUIP CURB(2x OR

MANUFACTURER'S CURB) COORDINATE

WITH MECHANICAL DRAWINGS

FLASHING AT CONDUIT ROOF PENETRATION

3"=1'-0"

CONDUIT PENETRATION

1" MIN.

SEALANT, TYP.

STAINLESS STEEL HOSE CLAMP

FLASHING MEMBRANE

BASE FLASHING

EXISTING ROOFING MEMBRANEEXISTING DECK

EXISTING INSULATION

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

EXPIRES 06/30/2016

12-20-

1 FURNITURE PLAN

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

4' 8'0 16'

FOR REFERENCE ONLY

FURNITURE PLAN

F2.1

ARCHITECTURE

ENGINEERING

CONSTRUCTION MANAGEMENT

2051 W SUNSET RD.

SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488

FAX. (520) 293-8349

M3ENG.COM

M3-PN130115

1 2 3 4

A

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

AMP AMPACITY

FU

EWC ELECTRIC WATER COOLER

FUSE

#/C

C

AC

AWG

NUMBER OF CONDUCTORS

CONDUIT

AMERICAN WIRE GAUGE

ALTERNATING CURRENT

MANUFACTURER

MOTOR CONTROL CENTER

MFG

MCC

MOTOR CIRCUIT PROTECTOR

MAIN CIRCUIT BREAKER

MOTORM

MCP

MCB

AMERICANS WITH DISABILITIESADA

AIC

AFF

AMPERES INTERRUPTING

CAPACITY

ACT (1990)

ABOVE FINISHED FLOOR

ABBREVIATIONS

A AMPERES

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND

KILOVOLT AMPS

HORSEPOWER

KILOWATTS

KVA

KW

GND

HP

GROUND FAULT INTERRUPTERGFI WATTSW

TRANSFORMER

WEATHERPROOFWP

XFMR

UNINNTERUPTABLE POWER SOURCE

VOLTS

UPS

V

SP

TYP TYPICAL

SPARE

N, NEU NEUTRAL

SHIELDED

RIGID GALVANIZED STEEL

REMARKREM

RGS

SHLD,SH

PR PAIR

NATIONAL ELECTRICAL CODENEC

AFG ABOVE FINISHED GRADE

MAIN LUGS ONLYMLO

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

PH PHASE

PVC POLYVINYL CHLORIDE

SOLID NEUTRALSN

UL UNDERWRITER'S LABORATORIES

UNLESS OTHERWISE NOTEDUON

STRANDED BARE COPPERSDBC

FLEXIBLE METAL CONDUITFMC

ELECTRICAL METALLIC TUBINGEMT

LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT

FLEXIBLE CONDUIT

M=MOTOR

ELECTRICAL SYMBOLS

GFCI

J JUNCTION BOX

NEW CONDUIT

0-10V DIMMER SWITCH AS INDICATED ON DRAWINGS

TOGGLE SWITCH TYPE MANUAL MOTOR STARTER

'DP-001'-1,3,5

NEUT.HOT

DUPLEX RECEPTACLE OUTLET, NEMA 5-20R, MOUNTED 18" AFF (U.O.N.)

DUPLEX RECEPTACLE ABOVE 42" COUNTER, NEMA-20R

GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE 20 AMP

FEED THROUGH TYPE

QUADRAPLEX - TWO DUPLEX RECEPTACLE UNDER A TWO GANG

RING, MOUNTED @ 18" AFF (U.O.N.)

EXTERNALLY OPERATED FUSED DISCONNECT SWITCH, SIZE, FUSE

SIZE, PHASE AND QUANTITY AS INDICATED. 3R INDICATES NEMA 3R

TYPE ENCLOSURE, NO NUMBER INDICATES NEMA '1' TYPE ENCLOSURE.

EXTERNALLY OPERATED NON-FUSED DISCONNECT SWITCH, SIZE AND

PHASE AS INDICATED. '3R' INDICATES NEMA 3R TYPE ENCLOSURE. NO

NUMBER INDICATES NEMA '1' TYPE ENCLOSURE.

TELEPHONE/DATA SYSTEM OUTLET. FLUSH 4S BOX WITH 1 GANG

RING & BLANK COVER AND 3/4" C. WITH PLASTIC BUSHING

ROUTED TO ABOVE ACCESSIBLE CEILING SPACE.

CONCEALED CONDUIT - NUMBER OF SLASHES INDICATE NUMBER OF

WIRES (WHEN MORE THAN TWO) PROVIDE GROUND WIRE IN ALL

CONDUITS (SIZE PER NEC 250.122 UNLESS NOTED OTHERWISE);

GROUNDS ARE NOT SHOWN BY SLASHES. SLASHES WHERE SHOWN

ARE FOR CONVENIENCE OF THE CONTRACTOR ONLY; PROVIDE

NUMBER OF CONDUCTORS AS REQUIRED BY CIRCUIT FUNCTION.

HOME RUN TO PANELBOARD. 'DP-001' - INDICATES PANEL DESIGNATION

1,3,5 - INDICATES CIRCUIT BREAKER NO.

SINGLE POLE SWITCH, 20 A OR LOW VOLTAGE TYPE. MAX. HEIGHT = 42" TO

CENTERLINE OR AS NOTED ON DRAWINGS.S

SD

MS

M

ELECTRICAL PANEL

UNDERGROUND CONDUIT

30A/3P

(3) 30A FU

3R

30A/3P 3R

DP1

POWER SYMBOLS

WIRING SYMBOLS

LIGHTING FIXTURE DESIGNATION

SWITCH SYMBOLS

SPECIAL SYSTEMS SYMBOLS

3a

AFIXTURE TYPE DESIGNATION

CIRCUIT NUMBER

SWITCH REFERENCE

RACEWAY TURNING UP

RACEWAY TURNING DOWN

RACEWAY - (C) CAPPED, (B) BUSHED

LIGHTING FIXTURES ON NORMAL LIGHTING CIRCUIT

RECESSED OR SURFACE DOWNLIGHT

1 x 4 RECESSED FIXTURE

2 x 4 RECESSED FIXTURE

STROBE LIGHT

HORN/STROBE

MANUAL PULL STATIONF

L

F

FIRE ALARM SYMBOLS

EXISTING TELEPHONE/DATA OUTLET

LIGHT FIXTURES WITH BATTERY BACK UP

1. THE DRAWINGS INDICATE APPROXIMATE LOCATIONS AND QUANTITY OF ITEMS TO BE REMOVED. THE ELECTRICAL CONTRACTOR SHALL VERIFY QUANTITY AND LOCATION OF ITEMS TO BE REMOVED AS NO ALLOWANCE WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THESE DETAILS.

2. ALL ITEMS SCHEDULED FOR RELOCATION SHALL BE CAREFULLY REMOVED IN REVERSE OF ORIGINAL ASSEMBLY OR PLACEMENT AND BE PROTECTED UNTIL RELOCATED. THE CONTRACTOR SHALL CLEAN, REPAIR AND PROVIDE NEW MATERIALS AND APPURTENANCES AS REQUIRED TO COMPLETE INSTALLATION

AND RESTORE TO GOOD WORKING ORDER. ALL RELOCATIONS SHALL BE PERFORMED BY SKILLED

WORKMEN IN ACCORDANCE WITH STANDARD PRACTICE OF THE TRADES INVOLVED.

3. ITEMS SCHEDULED FOR RELOCATION REQUIRING EXTENSION OF CIRCUITRY, SHALL HAVE THEIR WIRE AND CONDUIT EXTENDED TO THE NEW LOCATION. EXTENDED WIRE AND CONDUIT SHALL BE ROUTED IN SUCH A MANNER SO AS NOT TO INTERFERE WITH THE USE OR ESTHETICS OF ANY AREA IN WHICH IT IS ROUTED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING OR MODIFYING AND RECONNECTING ANY

EQUIPMENT ASSOCIATED WITH ITEMS BEING RELOCATED.

4. CIRCUITS WITH ONLY A PORTION OF THE LOAD REMOVED SHALL HAVE THE ASSOCIATED CIRCUITRY REMOVED ONLY TO A POINT OR IN SUCH MANNER THAT THE REMAINING LOAD IS ACTIVE AND IN FIRST CLASS WORKING ORDER. ASSOCIATED CIRCUITRY IS DEFINED AS ALL WIRE, CONDUIT, JUNCTION BOXES, WIRING DEVICES, FUSES, DISCONNECT SWITCHES, ETC., ASSOCIATED WITH THE ITEM SCHEDULED FOR

REMOVAL.

5. ITEMS SCHEDULED FOR REMOVAL WITH CONDUIT IN INACCESSIBLE AREAS SHALL ONLY HAVE THIS CONDUIT EMPTIED AND SEALED OR CAPPED IN A SAFE MANNER ACCEPTABLE TO THE CONTRACTING

OFFICER.

6. WHERE ITEMS SCHEDULED FOR RELOCATION ARE FOUND TO BE IN DAMAGED CONDITION, THE CONTRACTOR SHALL CALL THE ATTENTION OF THE CONTRACTING OFFICER TO SUCH ITEMS AND RECEIVE FURTHER INSTRUCTIONS PRIOR TO REMOVAL. ITEMS DAMAGED DURING RELOCATION SHALL BE REPAIRED

OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACTING OFFICER.

7. ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF RACEWAYS OR EQUIPMENT SHALL BE PERFORMED BY A TRADESMAN EXPERIENCED IN THE WORK REQUIRED. ALL FINISHES SHALL MATCH

EXISTING ADJACENT SURFACES OR AS INDICATED ON ARCHITECTURAL DRAWINGS.

8. THE CONTRACTOR SHALL COORDINATE THE DEMOLITION OF ELECTRICAL DEVICES SCHEDULED FOR RELOCATION WITH THE DEMOLITION CONTRACTOR. REMOVAL OF DEVICES SCHEDULED FOR RELOCATION

SHALL BE SCHEDULED PRIOR TO DEMOLITION CONTRACTOR ACTIVITIES.

ELECTRICAL DEMOLITION NOTES

NEW/RELOCATED

EXISTING TO BE REMOVED/REPLACED

EXISTING TO REMAIN

DEVICE CONSTRUCION SYMBOLS

AND DEMOLITION NOTES

LIGHT FIXTURE SCHEDULE

ELECTRICAL SYMBOLS,

E001

RJD

EXIT LIGHT FIXTURE WITH

DIRECTIONAL ARROW(S)

2x2 RECESSED FIXTURE

2x4 RECESSED FIXTURE

FIRE ALARM PANEL

RJD

2 x 2 RECESSED FIXTURE

CONSTRUCTION MANAGEMENT

2051 W SUNSET RD.

SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488

FAX. (520) 293-8349

M3ENG.COM

M3-PN130115

1 2 3 4

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C

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1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

1 POWER AND SPECIAL SYSTEMS DEMOLITION PLAN

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

4' 8'0 16'

2 LIGHTING DEMOLITION PLAN

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

4' 8'0 16'

ELECTRICAL DEMO PLANS

ED101

RJD

A. ALL LIGHT FIXTURES AND DEVICES SHOWN AS DASHED SHALL BE

REMOVED. (U.O.N.)

B. COORDINATE WITH OWNER FOR DEVICES, ETC. TO BE RETURNED TO

THE OWNER.

C. COORDINATE DEMOLITION WITH ARCHITECTURE DEMOLITION PLAN.

D. REFER TO PARTIAL FIRE ALARM DIAGRAM, SHEET EP701 FOR FIRE

ALARM INFORMATION.

E. CONTRACTOR SHALL BE AWARE OF SECURITY AND FIRE DETECTION

EQUIPMENT/DEVICES WITHIN THE CEILING PLENUM SPACE DURING

CONSTRUCTION.

GENERAL NOTES

1. (E) LIGHT FIXTURE TO REMAIN.

2. (E) SWITCH/DEVICE TO REMAIN.

3. ALL ELECTRICAL LOCATED IN THIS ROOM SHALL REMAIN. (U.O.N.)

4. (E) F/A DEVICE TO REMAIN.

5. (E) LIGHT FIXTURE/DEVICE TO BE RELOCATED. REFER TO EP101

FOR (N) LOCATION.

6. (E) F/A DEVICE TO BE RELOCATED. REFER TO EP101 FOR (N)

LOCATION. (REFER TO PARTIAL FIRE ALARM DIAGRAM, SHEET

EP701)

7. (E) F/A PANEL TO REMAIN.

8. (E) SWITCH(ES) TO BE REPLACED. REFER TO (N) LIGHTING PLAN,

SHEET EP101.

KEYNOTES-

1. (E) SES-1 TO REMAIN.

2. (E) PANEL 'E' TO REMAIN.

ELECTRICAL EQUIPMENT KEYED NOTES-

CONSTRUCTION MANAGEMENT

2051 W SUNSET RD.

SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488

FAX. (520) 293-8349

M3ENG.COM

M3-PN130115

1 2 3 4

A

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

1 POWER AND SPECIAL SYSTEMS PLAN

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

4' 8'0 16'

2 LIGHTING PLAN

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

4' 8'0 16'

LIGHTING PLANS

POWER AND

EP101

RJD

1. (E) SES-1 TO REMAIN.

2. (E) PANEL 'E' TO REMAIN.

3. (E) PANEL 'A' TO REMAIN.

ELECTRICAL EQUIPMENT KEYED NOTES-

1. (E) LIGHT FIXTURE TO REMAIN.

2. (E) SWITCH/DEVICE TO REMAIN.

3. ALL ELECTRICAL LOCATED IN THIS ROOM SHALL REMAIN. (U.O.N.)

4. (N) LOCATION OF (E) LIGHT FIXTURE. EXTEND (E) CIRCUIT TO (N)

LOCATION AS REQUIRED.

5. (N) DEVICE REPLACING (E) SWITCHES. CONNECT TO (E) SWITCH

CIRCUITS AS REQUIRED.

6. (E) F/A DEVICE TO REMAIN.

7. CONNECT TO (E) CIRCUIT MADE AVAILABLE THROUGH DEMOLITION.

8. (N) LOCATION OF (E) RECEPTACLE. EXTEND (E) CIRCUIT TO (N)

LOCATION AS REQUIRED.

9. CONNECT TO (E) CIRCUIT MADE AVAILABLE THROUGH DEMOLITION. (E)

LOAD PER AS-BUILT DRAWINGS IS 1375 VA @ 1.25% . LOAD REMOVED IS

119 VA @ 1.25% AND LOAD ADDED IS 239 VA @ 1.25%. THEREFORE (E)

120V, 20 AMPERE CIRCUIT IS ADEQUATE.

10. (N) LOCATION OF (E) F/A DEVICE. EXTEND (E) CIRCUIT TO (N) LOCATION

AS REQUIRED.

11. (E) F/A PANEL TO REMAIN.

12. CONNECT TO (E) CIRCUIT MADE AVAILABLE THROUGH DEMOLITION. (E)

LOAD REMOVED IS 1,069 VA @ 1.25% AND LOAD ADDED IS 1,069 VA @

1.25%, THEREFORE THERE IS NO LOAD CHANGE IN (E) 120V, 20 AMPERE

CIRCUIT.

13. ROOF MOUNT RECEPTACLE.

KEYNOTES-

D$

PP-20 POWER PACK, 120/277 VAC; 20 AMPSP

WSD WALL SWITCH DECORATOR SENSOR; 120/277 VAC

WSD-PDT-2P-WALL SWITCH DECORATOR WALL SENSOR,

MICROPHONIC & PIR DUAL TECHNOLOGY; 120/277 VAC

CM-PDT-9 CEILING MOUNT SENSOR; MICROPHONIC-DUAL

TECHNOLOGY, 12 TO 24 VOLT VDC/VAC

CP9

OCCUPANCY SENSOR LEGEND

1. ONE POWER PACK IS NEEDED PER CIRCUIT /ZONE TO BE

CONTROLLED BY LOW VOLTAGE SENSORS. POWER PACK PLACEMENT

ON DRAWINGS IS FOR COUNTING ONLY. FINAL PLACEMENT OF POWER

PACK IS UP TO CONTRACTOR. RECHECK COUNTS TO VERIFY THE

NUMBER OF POWER PACKS NEEDED TO MAKE A COMPLETE SYSTEM.

2. SENSOR PLACEMENT AND TYPES WERE PLACED WITH CURRENT

PROJECT INFORMATION. ADDITIONAL SENSORS AND TYPES OF

SENSORS MAY BE REQUIRED TO PROVIDE COMPLETE COVERAGE

DEPENDING ON DRAWING CHANGES, EMS/BMS, FINAL PARTITION

HEIGHT/PLACEMENT, FURNITURE PLACEMENT, EQUIPMENT

HEIGHT/PLACEMENT AND SHELVING HEIGHT/PLACEMENT.

3. SENSOR MASKING KITS MAY BE REQUIRED TO LIMIT COVERAGE

DEPENDING ON THE MANUFACTURER REQUIREMENTS.

SENSOR NOTES

WV DUAL TECHNOLOGY WALL/CEILING SENSOR, 24VDC/VAC

GENERAL NOTES

1. MAINTAIN ALL NEC REQUIRED WORKING CLEARANCES FOR ALL

ELECTRICAL EQUIPMENT.

2. ALL WIRING SHALL BE (2) #12, #12 GRD., UNLESS OTHERWISE

NOTED.

3. ALL BRANCH CIRCUITS SHALL HAVE DEDICATED NEUTRALS.

SHARED NEUTRALS ARE NOT ALLOWED.

CONSTRUCTION MANAGEMENT

2051 W SUNSET RD.

SUITE NO. 101

TUCSON, ARIZONA 85704

TEL. (520) 293-1488

FAX. (520) 293-8349

M3ENG.COM

M3-PN130115

1 2 3 4

A

B

C

A

B

C

1 2 3 4

REV

ISSUE: December 20, 2013 FINAL CONSTRUCTION DOCUMENTS

PROJECT NO: 1117.500

CAD DWG FILE:

DRAWN BY:

CHECKED BY:

DATE DESCRIPTION

U. S. DEPARTMENT

OF HEALTH AND

HUMAN SERVICES

ES BRANCH CHIEF

ES PROJECT MANAGER

AGENCY REPRESENTATIVE

APPROVED:

CONCURRENCE

TITLE

REVIEWED:

ES ARCHITECT / ENGINEER DATE

DATE

DATE

DATE

SHEET OF 20

261 North Court Avenue Tucson, Arizona 85701

PEACH SPRINGS, AZ

HHSI161201200001I

SHEET TITLE

MECHANICAL

Adams & Associates 4067 East Grant Rd, # 200 Tucson, AZ 85712 Phone: 323.3858

ELECTRICAL

M3 Engineering 2051 W. Sunset Rd, # 101 Tucson, AZ 85704 Phone: 293.1488

CONSULTANTS

ONELINE DIAGRAM

EP701

RJD

M

1. (E) XFMR TO REMAIN.

2. (E) METER SOCKET TO REMAIN.

KEYNOTES-

1. (E) 1200A SECONDARY FEEDER TO

REMAIN.

2. (E) (4) #3/0 AWG, #6 AWG GRD.,

2-1/2" C. TO REMAIN.

WIRE AND CONDUIT SCHEDULE

200/3

(E) PANEL 'A'

(E) MAIN SWITCHBOARD 'SES-1'

1200A, 120/208V, 3Ø, 4W

(E) PANEL "E"

TYPE: XXX PROJECT: M3-PN130115 BUS AMPACITY: 250A

SERVICE: 208 120 WYE FED FROM: (E) SES-1 MAINS: MLO

POLES: 30 UNLESS OTHERWISE NOTED, SIZE

CONDUITS PER NEC, BASED ON

TYPE THWN/THHW

NEUTRAL: FULL

LOCATION: MECH AIC: (E)

MOUNTING: SURFACE NEMA: 1

# LOAD NAME WIRE COND CB PO

LE CKT. KVA

PO

LE CB COND WIRE LOAD NAME #A B C

1 008 RECEPTS #12 3/4" 20A 1 0.7 0.7 1 20A 3/4" #12 009 RECEPTS 2

3 0.7 0.7 4

5 005 RECEPTS 0.4 1.0 009 COPY 6

7 004 RECEPTS 20A 1 0.4 0.7 014 RECEPTS 8

9 009 RECEPTS 0.7 4.1 2 50A 6-10 FC-1 10

11 0.7 4.1 12

13 ROOF RECEPT 0.2 6.3 2 70A (E) (E) (E) LOAD 14

15 SPACE 6.3 16

17 SPACE 1.6 2 30A 3/4" #10 HP-1 18

19 SPACE 1.6 20

21 SPACE SPACE 22

23 SPACE SPACE 24

25 SPACE SPACE 26

27 SPACE SPACE 28

29 SPACE SPACE 30

TOTAL CONNECTED kVA 10.5 12.5 7.8

TOTAL CONNECTED AMPS 87.8 104.4 64.9

CONN. LOAD DEMAND FACTOR EST. DEMAND PANEL TOTALS

CONTINUOUS kVA @125% 0.00 125% 0.00 TOTAL CONN. LOAD 30.9 kVA NON-CONTINOUS kVAD 27.68 100% 27.68 TOTAL EST. DEMAND 31.7 kVA MOTOR kVA + 25% 3.18 125% 3.98 TOTAL CONNECTED CURRENT 85.8 AMP KITCHEN kVA (Total circuits) 0 0.00 100% 0.00 TOTAL EST. DEMAND CURRENT 87.0 AMP

NOTES: NEW LOADS SHOWN AS BOLD

□ - PROVIDE (N) CIRCUIT BREAKER AS INDICATED. MATCH (E) MANUFACTURER AND AIC RATING.

1 N.T.S.

PARTIAL SINGLE LINE DIAGRAM

2 #12, 1/2" C. TYPICAL

CIRCUIT. (TYP)

(E) FIRE LITE

MS-521OUD

FIRE ALARM GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE BOOSTER POWER SUPPLIES

AS REQUIRED BY MANUFACTURER. COORDINATE LOCATIONS

WITH CONTRACTING OFFICER. PROVIDE SMOKE DETECTOR

WITHIN 2' OF EACH BOOSTER POWER SUPPLY.

2. SEE SYSTEMS PLANS FOR LOCATIONS AND NUMBER OF

DEVICES.

3. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2013 EDITION

OF NFPA 72.

4. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2012 IFC &

2012 IBC.

5. ALL WORK SHALL BE IN ACCORDANCE WITH THE ARIZONA

FIRE CODE.

6. ALL DEVICES SHALL BE ADA COMPLIANT AND SHALL BE

INSTALLED/MOUNTED IN ACCORDANCE WITH ADA

REQUIREMENTS.

7. THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY, PRIOR

TO BID, THE EXACT LOCATIONS OF EACH EXISTING FIRE

ALARM CONTROL PANEL, AUDIO/VISUAL DEVICES AND ALL

FIRE ALARM SIGNAL CIRCUITS. EXACT ROUTING OF NEW

CIRCUITS CONNECTING TO EXISTING CIRCUITS SHALL BE

PREDETERMINED AND INCLUDED IN THE BID.

8. FIRE ALARM DESIGN IS CONCEPTUAL ONLY. CONTRACTOR

SHALL PROVIDE ADDITIONAL DEVICES REQUIRED TO COMPLY

WITH 2012 INTERNATIONAL FIRE CODE & 2012 BUILDING CODE

AND ANY CODES CALLED OUT ABOVE, AT NO ADDITIONAL

COST TO IHS.

9. CONTRACTOR SHALL PROVIDE ADDITIONAL DEVICES IF

REQUIRED BY THE FIRE MARSHALL AT NO ADDITIONAL COST

TO IHS.

NOTE: ALL NEW FIRE ALARM

DEVICES SHALL BE

COMPATIBLE WITH

EXISTING FIRE ALARM

CONTROL PANEL.

FIRE ALARM PANEL

L F

(E) (E)

F L

(E) (E)

L

(E) DEVICE TO BE REMOVED

2 N.T.S.

FIRE ALARM DIAGRAM

LOAD CALCULATIONS

(E) LOAD PER AS-BUILT DWGS

(E) X-RAY (LOAD PER IHS)

kVA kVA

(E) PANEL 'E' (PER PANEL SCHEDULE) 31.7 kVA

NEW TOTAL CODE LOAD 329.8 kVA

329.8 kVA/(1.732*208V) = 915 AMPS

(E) PANEL 'A' (200A, 120/208V, 3P, 4W)

LOAD REMOVED:

CKT A-9 (LTG @ 1.25%) -0.16 kVA CKT A-5 (LTG @ 1.25%) -0.12 kVA CKT A-7 (LTG @ 1.25%) -1.07 kVA

LOAD ADDED:

CKT A-9 (LTG @ 1.25%) 0.12 kVA CKT A-5 (LTG @ 1.25%) 0.24 kVA CKT A-7 (LTG @ 1.25%) 1.07 kVA NEW TOTAL CODE LOAD 44.7 kVA

EXISTING LOAD PER AS-BUILT DWGS 44.62 kVA

44.7 kVA/(1.732*208V) = 124A

200/3

(E) PANEL 'E'

(E) PANEL 'A' .08 kVA